addendum

ADDENDUM Project Name: Project Location:

Addendum CD AD 02 Number:

CHINOOK WINDS PARKING STRUCTURE Lincoln City, Oregon

WGA Project No: 16211 Owner:

Sean Sheridan – Director of Facilities Chinook Winds Casino Resort 1777 NW 44th Street Lincoln City, OR 97367

Contractor:

Pat Duerr Chambers Construction 30027 Judkins RD #1 Eugene, OR 97403

Issue Date: 4 August 2017

The following items are hereby amended and are to be incorporated into the Contract Documents. Bidders are required to acknowledge receipt of all addenda issued on bid form.

Note: Any modifications to drawing sheets issued in this addendum are indicated with revision clouds and tagged as delta 1 and dated 8-4-2017. GENERAL: AD02-G1 RE: Clarification document a. Refer to attached exhibit AD02-G1 containing responses to bid questions. AD02-G2 RE: Substitution requests. a. Refer to attachment of all submitted substitution requests and their request forms for approval or rejections. CIVIL: AD02-C1

RE: Drawings C2.0, C3.0 a. Replace the existing drawing sheets with the ones provided with this addendum. Please note that modifications to these drawings have been clouded and tagged with delta 1. Revision includes TW annotation and elevations, and water meter size to correspond with the owner’s application.

Plumbing: AD02-P1 RE: Drawings P1.1, P4.1 a. Replace the existing drawing sheets with the ones provided with this addendum. Please note that modifications to these drawings have been clouded and tagged with delta 1. Revisions include coordinating Oil/dirt separator location with civil.

Issued: By:

Laurissa Gibson

WorthGroup Representative

4 August 2017

Date

BID QUESTIONS Project Name: Project Location:

CHINOOK WINDS PARKING STRUCTURE Lincoln City, Oregon

Exhibit: AD02-G1

WGA Project No: 16211 Issue Date: 4 August 2017 •

The specs call for the vertical siding to be smooth. The drawings look like Hardie Sierra 8 siding. This product does not come in smooth. Do you want Sierra 8 in cedar tone or smooth panels without grooves and battens? If you want smooth without battens we would need to use a metal trim. o Response: The vertical siding is not Sierra 8 siding. It is “HardiePanel Vertical Siding Smooth”. Refer to elevation legend on A400s for all exterior materials

•

What size is the trim board? o Response: Please use 5/4 smooth 5.5” Trim board. Trim for vertical siding to be ColorPlus, finish: Cobble stone. Lap siding trim boards to be Primed and finished in hardie mountain sage.

•

What size of hat channel do you want? Hardie requires at least ½” but standard furring is ¾”. Hardie prefers 1x4 PT wood furring. o Response: 7/8” galvanized hat channels are to be used

•

14/A803 shows Hardie – Penetrations. The only place I could see that this exists is where the signs are going. Is that correct? o Response: This is a typical detail for all instances that exist or that may be required for completion of the work. There are additional penetrations in the level 1 shell space, sleeves for mech (re: P1.1) and electrical lighting (RE:E-600)

•

Hardware schedule listed in spec section 087100-11 shows multiple finishes. Example, hinges and weather-strip are specified in bronze (US10A or DNB) but other hardware such as locks, kickplates, and floor stops are stainless 630. Can we quote all hardware in standard 626 brushed nickel (silver) finish? o Response: All Hardware to be brushed nickel is acceptable.

•

Locksets are scheduled as Corbin Russwin, would Schlage grade 1 “L” series be acceptable? I have attached product info for review. It seems the products are pulled from multiple lines and we would like to quote as a complete Allegion package (Schlage, Ives, & LCN) with exception to the weather stripping and thresholds which we would quote as Pemko.

BID QUESTIONS o

Response: We are awaiting approval from ownership on this revision. Provide specified hardware as a base bid, however Schlage/Allegion hardware may be priced separately and provided as an alternative.

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

07 5419 P - ___ JM Substitution ___ ___ ___ ___ ___ ___ ___ ___ Req

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description: Manufacturer: Suppliers Name: Telephone No. Contact:

Section 07 5419 - Polyvinyl-Cholride (PVC) Roofing 2.01, A. PVC Sheet: ASTM D 4434, Type II, Grade1, glass fiber reinforced, felt backed Johns Manville (JM) Multiple Distributors - Local - Allied, ABC, Dealers Supply (360) 609-9104 Michael Minturn - JM Representative

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

JM PVC FB - 60 MIL / 60 MIL MIN - Please see attached

What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if No Changes Required necessary)

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ No___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? X No___ If yes, identify city name and state:________________________________ Yes___ Salem, OR If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested substitution? Yes___ No___ No Changes Required If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

Michael Minturn JM Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

27 July 2017 Travis Bryan By:_____________________________ Date:_____________

WG 07/27/17 - Acceptance of this product substitution request does not relieve contractor of the product requirements listed in the Contract Documents. Product shall meet all criteria and performance requirements of the specifications and construction drawings.

JM PVC FB - 60 MIL / 60 MIL MIN Fleece Backed Thermoplastic Polyvinyl Chloride Membrane Meets the requirements of ASTM D 4434, Type III Features and Components

Component

Advanced Solid Phase Polymer Formulation: Uses the optimal amount of DuPont™ Elvaloy® KEE (Ketone Ethylene Ester) polymer to: Ensure plasticizer retention; Extend roof life (exceeds 34,000 hours of accelerated weathering testing (ASTM G 154 requires 5,000 hours); and to reduce maintenance costs. Patented Aramid-Reinforced Edge: Aramid fiber is woven into the fastening side of all full rolls of PVC membrane. Spunbond 3.8 oz. Polyester Fleece Back Mat: Interlocking, multiple-layer, uniformly arranged continuous filament strands are needle punched with thousands of barbed needles, creating an extremely durable, strong yet light and flexible protection layer. Non-wicking Reinforced Polyester Scrim: Our fully integrated manufacturing process adds tensile strength and toughness. Due to the non-wicking edge sealant is not required. Excellent Chemical Resistance: JM PVC is inherently resistant to oils, air conditioning coolants, fuels and grease. Energy Savings: The White, Grey ES and Sandstone ES provide exceptional reflectivity and emissivity for energy savings.

BUR HA CA

Key:

HA = Hot Applied

Single Ply

Type

FB

Fleece Back

Colors* Grey White Evergreen

Grey ES Copper Brown Charcoal

Sandstone Patina Green

Sandstone ES Dark Blue

* Grey and Sandstone are standard colors and do not require a minimum order but may require extended lead times up to eight weeks. All other colors may be ordered in any sheet size or thickness but are special order and may require the following minimums and lead times: • 6.33' sheets require 500 square minimum and a six week lead time • All 12’ sheets have the potential for up to an eight week lead time. All colors including Grey and Sandstone are special order and require minimums.

This product may be used as a component in the following systems. Please reference product application for specific installation methods and information.

APP CA HW

HA

CA

SBS HW

SA

MF

Compatible with the selected Multi-Ply systems above* CA = Cold Applied

HW = Heat Weldable

Single Ply

Multi-Ply

System Compatibility

M

Membrane

SA = Self Adhered

TPO MF

PVC FA

MF

FA

MF

EPDM FA

BA

Compatible with the selected Single Ply systems above MF = Mechanically Fastened

FA = Fully Adhered

BA = Ballasted

*Can be used as a cap sheet in BUR and SBS systems when adhered using hot asphalt.

Energy and the Environment Standard

Initial 3 Yr. Aged Initial Sandstone ES 3 Yr. Aged Initial Gray ES 3 Yr. Aged White Pass Initial White 3 Yr. Aged Initial Sandstone ES 3 Yr. Aged Initial Gray ES 3 Yr. Aged Initial White 3 Yr. Aged Initial Sandstone ES 3 Yr. Aged Initial Gray ES 3 Yr. Aged Post-consumer Post-industrial White

CRRC®

CA Title 24

ENERGY STAR®

LEED® (SRI)

Recycled Content

Installation/Application Reflectivity 0.86 0.70 0.73 0.58 0.67 0.54 0.86 0.86 0.70 0.73 0.58 0.67 0.54

Emissivity 0.86 0.82 0.83 0.82 0.85 0.82 0.86 0.82 0.83 0.85

108 84 89 67 80 61 0% 0% - 10%

The LEED® Solar Reflectance Index (SRI) is calculated per ASTM E1980.

Peak Advantage® Guarantee Information Product Thickness 60 mil, 60 mil MIN

Terms 5, 10, 15 or 20 yr NDL

Hot Asphalt (Not 12’ width)

Fully Adhered

Mechanically Fastened

Hot Air Weld

Refer to JM PVC application guides and detail drawings for instructions.

Packaging and Dimensions Sizes 6.33' x 90' (1.93 m x 27.43 m) 12' x 90' (3.66 m x 27.43 m) Widths Rolls per Pallet Pallet Weight - lb (kg) 60 mil 60 mil MIN Pallets per Truck* Producing Locations

Coverage 569.7 ft² (52.93 m²) 1080 ft² (100.34 m²) 6.33' 10

12' 7

3490 (1583.0) 2480 (1124.9) 3871 (1755.9) 2760 (1251.9) 10 7 Pawtucket, RI and Lancaster, SC

*Assumes 48' flatbed truck.

Guarantee terms are for mechanically fastened and fully adhered systems.

Codes and Approvals Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. RS-8925 9-15 (Replaces 10-14)

JM PVC FB - 60 MIL / 60 MIL MIN Fleece Backed Thermoplastic Polyvinyl Chloride Membrane Meets the requirements of ASTM D 4434, Type III Tested Physical Properties

Heat Aged Performance

Longevity

Strength

Physical Properties

ASTM Test Method

ASTM Requirements

JM PVC FB – 60 mil

Breaking Strength, min, lb/in. (N)

D 751

200 (890)

457 (2,033)

Elongation at Break, min %

D 751

15

33

Tearing Strength, min, lbf/in. (N)

D 751

45 (200)

86.3 (384)

Seam Strength, min, % of breaking strength

D 751

75

90

Static Puncture Resistance, lbf (kg)

D 5602

Pass @ 33 (15)

Pass

Dynamic Puncture Resistance, J

D 5635

Pass @ 20

Pass

Thickness, min, in.

D 751

+/- 10% from Nominal

0.060 (Nominal)

Thickness Over Scrim, min, in.

D 7635

0.016

0.030

Water Absorption, max, %

D 570 modified

3.0

0.41

Low Temperature Bend, °F

D 2136

No Cracks @ -40°F

Pass

Properties after Heat Aging, min

D 3045

56 days @ 176°F

Breaking Strength, % (after aging)

D 751

90

90

Elongation, % (after aging)

D 751

90

92

D 1204

0.5

0.1

G 151 & G 154

5,000 hrs

Linear Dimensional Change, max, % (after 6 hrs @ 176°F)

Weather Performance

Accelerated Weathering, min Cracking (@ 7x magnification)

G 154

No Cracks

Pass @ >39,000 hrs

Discoloration (by observation)

G 154

Negligible

Negligible

Crazing (@ 7x magnification)

G 154 ASTM E 96, Proc B, Method A

No Crazing

Pass @ >39,000 hrs

Moisture Vapor Transmission

0.02 g/m2 per 24 hrs

Note: 60 mil MIN products offer a tighter thickness tolerance and will be manufactured no less than 60 mil.

Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing.

RS-8925 9-15 (Replaces 10-14)

FLAT & TAPERED ENRGY 3

®

Polyisocyanurate Roof Insulation Meets the requirements of ASTM C 1289, Type II, Class 1, Grade 2 (20 psi) • ENRGY 3 / Tapered ENRGY 3

Component

I

Flat

Grade 3 (25 psi)

Insulation

• ENRGY 3 25 PSI / Tapered ENRGY 3 25 PSI

Multi-Ply Single Ply

Features and Components

Type

Glass-Reinforced Facers: Provides rigidity and resistance to indentation and crushing, and are compatible with BUR, modified bitumen and single ply membrane systems.

HT

High Thermal

Glass-Reinforced Facers

TP

Closed Cell Polyisocyanurate Foam Core: Provides high R-value per inch in built-up, modified bitumen, metal roof and single ply roof systems, and approved for direct application to steel decks.

Tapered

Tapered

Multi-Ply

BUR

HA

Key:

HA = Hot Applied

CA

CA

This product may be used as a component in the following systems. Please reference product application for specific installation methods and information.

APP HW

HA

CA

SBS HW

SA

Compatible with the selected Multi-Ply systems above CA = Cold Applied

HW = Heat Weldable

Single Ply

System Compatibility

Closed Cell Polyisocyanurate Foam Core

MF

SA = Self Adhered

Energy and the Environment

TPO

FA

MF

PVC

FA

MF

EPDM FA

BA

Compatible with all Single Ply systems MF = Mechanically Fastened

FA = Fully Adhered

BA = Ballasted

Installation/Application

Varies with thickness, see Product Data and Packaging table on next page. Produced with a pentane blowing agent with zero ozone depletion and virtually no global warming potential.

LEED® Recycled Content

Peak Advantage® Guarantee Information Systems For use in approved JM Peak Advantage Roofing Guarantees

Codes and Approvals

Hot Asphalt

Urethane Adhesive

Mechanically Fastened

Refer to the application instructions guidelines for proper utilization of this product. Flute Span:

Width of Rib Opening: Up to 25/8" (6.67 cm) Insulation Thickness (min): 1.0" (2.54 cm)

Up to 33/8" (8.57 cm) 1.2" (3.05 cm)

Up to 43/8" (11.11 cm) 1.3" (3.30 cm)

Packaging and Dimensions Flat Sizes 1

• FM® Standards 4450/4470 Approvals (refer to FM RoofNav ) • UL® Standard 790, 263 and 1256 (refer to UL Roofing Materials system directory) • Meets the requirements of CAN/ULC S704, Type 2 & 3, Class 3 • California Code of Regulations, Title 24, Insulation Quality Standard License #TI-1341 • Third-party certification with the PIMA Quality Mark™ for Long-Term Thermal Resistance (LTTR) values SM

Refer to the Safe for Use instructions and product label prior to using this product. The Safe for Use instructions are available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. Note: Technical information on this data sheet is intended to be used as a general guideline only and is subject to change without notice. Contact your JM Sales Representative for further details.

Tapered Size 2 Producing Locations Stocking Locations 3

4' x 4' (1.22 m x 1.22 m)

4' x 8' (1.22 m x 2.44 m)

4' x 4' (1.22 m x 1.22 m) Bremen, IN Cornwall, ONT Fernley, NV Hazleton, PA Jacksonville, FL Grand Prairie, TX Southgate, CA Tracy, CA

1. For available thicknesses, see Product Data and Packaging table on page 2 of this data sheet. Other sizes available by special request, some sizes are not stocked and special order with minimum order quantities. Contact your JM Sales Representative for details. 2. Tapered ENRGY 3 and Tapered ENRGY 3 25 PSI are available in thicknesses of 1⁄2" to 4". Available profiles are shown on page 3 of this data sheet. In some regions extended panels are also available. 3. Not all sizes, thicknesses, and products are stocked at all locations, please call Customer Service at 1-877-766-3295.

RS-5137 10-15 (Replaces 8-15)

FLAT ENRGY 3

®

Polyisocyanurate Roof Insulation Typical Physical Properties Insulation Moisture Strength

Test

ASTM

Values

C 209 D 1621 D 2126

500 psf (24 kPa) (min), 730 psf (35 kPa) (nom) Grade 2: 20 psi (138 kPa), Grade 3: 25 psi (172 kPa) (min) 0.5% (nom), 2% (max)

Moisture Vapor Permeance

E 96

1 perm, 57.2 ng/(Pa•s•m2) (nom), 1.5 perm, 85.8 ng/(Pa•s•m2) (max)

Water Absorption

C 209

1.0% (max)

Service Temperature Flame Spread, (foam core) Smoke Developed, (foam core)

D 1623 E 84 E 84

-100°F – 250°F (-73°C – 121°C) 20 - 30 (nom), 75 (max) 55 - 250 (nom), 450 (max)

Tensile Strength Compressive Resistance 10% Consolidation Dimensional Stability Change, (length & width)

Product Data and Packaging Thickness in. 1.0 1.1 1.2 1.25 1.3 1.4 1.5 1.6 1.7 1.75 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.25 3.3 3.4 3.5 3.6 3.7 3.75 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5

mm 25.4 27.9 30.5 31.8 33.0 35.6 38.1 40.6 43.2 44.5 45.7 48.3 50.8 53.3 55.9 58.4 61.0 63.5 66.0 68.6 71.1 73.7 76.2 78.7 81.3 82.6 83.8 86.4 88.9 91.4 94.0 95.3 96.5 99.1 101.6 104.0 107.0 109.0 112.0 114.0

Long-Term Thermal Resistance (LTTR) Values 1

(hr•ft2•°F)/BTU 5.7 6.3 6.8 7.1 7.4 8.0 8.6 9.1 9.7 10.0 10.3 10.8 11.4 12.0 12.6 13.2 13.8 14.4 15.0 15.6 16.2 16.8 17.4 18.0 18.6 18.9 19.2 19.9 20.5 21.1 21.7 22.0 22.3 23.0 23.6 24.2 24.9 25.5 26.1 26.8

m2•°C/W 1.00 1.10 1.20 1.25 1.30 1.41 1.51 1.61 1.71 1.76 1.81 1.91 2.01 2.11 2.22 2.32 2.43 2.53 2.64 2.74 2.85 2.96 3.06 3.17 3.28 3.33 3.39 3.50 3.61 3.72 3.82 3.88 3.94 4.05 4.16 4.26 4.39 4.49 4.60 4.72

Recycled Content 2 20 PSI / 25 PSI

% Pre-Consumer % Post-Consumer 5.3 / 5.2 31.8 / 29.9 5.2 / 5.2 30.0 / 28.1 5.2 / 5.2 28.4 / 26.6 5.2 / 5.2 27.7 / 25.8 5.3 / 5.3 27.0 / 25.2 5.3 / 5.2 25.7 / 23.9 5.2 / 5.2 24.5 / 22.8 5.2 / 5.2 23.4 / 21.7 5.2 / 5.2 22.4 / 20.8 5.2 / 5.2 22.0 / 20.4 5.2 / 5.2 21.5 / 19.9 5.2 / 5.2 20.7 / 19.1 5.2 / 5.2 19.9 / 18.4 5.2 / 5.2 19.2 / 17.7 5.2 / 5.2 18.5 / 17.1 5.2 / 5.2 17.9 / 16.5 5.2 / 5.2 17.3 / 16.0 5.2 / 5.2 16.8 / 15.4 5.2 / 5.1 16.3 / 15.0 5.2 / 5.1 15.8 / 14.5 5.2 / 5.1 15.3 /14.1 5.2 / 5.1 14.9 / 13.7 5.2 / 5.1 14.5 / 13.3 5.1 / 5.1 14.1 / 12.9 5.1 / 5.1 13.8 / 12.6 5.1 / 5.1 13.6 / 12.4 5.1 / 5.1 13.4 / 12.3 5.1 / 5.1 13.1 / 12.0 5.1 / 5.1 12.8 / 11.7 5.1 / 5.1 12.5 / 11.4 5.1 / 5.1 12.2 / 11.1 5.1 / 5.1 12.0 / 11.0 5.1 / 5.1 11.9 / 10.9 5.1 / 5.1 11.7 / 10.7 5.1 / 5.1 11.4 / 10.4 5.1 / 5.1 11.2 / 10.2 5.1 / 5.1 10.9 / 10.0 5.1 / 5.1 10.7 / 9.8 5.1 / 5.1 10.5 / 9.6 5.1 / 5.1 10.3 / 9.4

% Total 37.1 / 35.1 35.3 / 33.3 33.6 / 31.76 32.9 / 31.0 32.3 / 30.4 31.0 / 29.2 29.8 /28.0 28.7 / 27.0 27.7 / 26.0 27.2 / 25.6 26.7 / 25.1 25.9 / 24.3 25.1 / 23.6 24.4 / 22.9 23.7 / 22.3 23.1 / 21.7 22.5 / 21.1 22.0 / 20.6 21.4 / 20.1 21.0 / 19.7 20.5 / 19.2 20.1 / 18.8 19.7 / 18.4 19.3 / 18.1 18.9 / 17.7 18.7 / 17.6 18.6 / 17.4 18.2 / 17.1 17.9 / 16.8 17.6 / 16.5 17.3 / 16.3 17.2 / 16.1 17.0 / 16.0 16.8 / 15.8 16.5 / 15.5 16.3 / 15.3 16.0 / 15.1 15.8 / 14.9 15.6 / 14.7 15.4 / 14.5

Boards per Pallet Square Feet per Pallet

4x4 and 4x8 48 41 38 35 35 32 32 28 27 27 25 24 24 21 20 20 19 19 18 17 16 16 16 14 14 14 14 13 13 12 12 12 12 12 12 11 11 11 10 10

4x4 768 656 608 560 560 512 512 448 432 432 400 384 384 336 320 320 304 304 288 272 256 256 256 224 224 224 224 208 208 192 192 192 192 192 192 176 176 176 160 160

4x8 1536 1312 1216 1120 1120 1024 1024 896 864 864 800 768 768 672 640 640 608 608 576 544 512 512 512 448 448 448 448 416 416 384 384 384 384 384 384 352 352 352 320 320

Pallets per Truck 3

4x4

4x8

48

24

1. The Long-Term Thermal Resistance (LTTR) values were determined in accordance with CAN/ULC S770 at 75°F (24°C). The ultimate R-Value of these products will depend on individual installation circumstances. 2. Value represents average results (Grade 2/Grade 3). 3. Assumes 48' flatbed truck.

Refer to the Safe for Use instructions and product label prior to using this product. The Safe for Use instructions are available by calling (800) 922-5922 or on the Web at www.jm.com/roofing.

RS-5137 10-15 (Replaces 8-15)

TAPERED ENRGY 3

®

Polyisocyanurate Roof Insulation

Johns Manville Tapered Polyiso Offerings

Please refer to the previous page for typical physical properties.

Thin

Thick

LTTR Value Nominal

Pieces per Unit

Square Foot per Unit

Brd Ft per Unit

1/16 1/16 1/16 1/16 1/16 1/16 1/16 1/16

0.5 0.75 1 1.25 1.5 1.75 2 2.25

0.75 1 1.25 1.5 1.75 2 2.25 2.5

3.6 5.0 6.4 7.8 9.3 10.7 12.1 13.6

70 50 38 32 28 22 20 18

1120 800 608 512 416 352 320 288

700 700 684 704 676 660 680 684

AA A B C D E F FF R S T U V W

1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8

0.5 1 1.5 2 2.5 3 3.5 4 0.75 1.25 1.75 2.25 2.75 3.25

1 1.5 2 2.5 3 3.5 4 4.5 1.25 1.75 2.25 2.75 3.25 3.75

4.3 7.1 10.0 12.9 15.9 18.9 22.1 25.3 5.7 8.6 11.4 14.4 17.4 20.5

64 38 26 20 16 14 12 10 44 30 22 16 14 12

1024 608 416 320 256 224 192 160 704 480 352 256 224 192

768 760 728 720 704 728 720 680 704 720 704 640 672 672

J K L M KK JJ LL MM

3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16

1 1.75 2.5 3.25 1.25 0.5 2 2.75

1.75 2.5 3.25 4 2 1.25 2.75 3.5

7.8 12.1 16.6 21.2 9.3 5.0 13.6 18.2

32 20 16 12 28 52 18 14

512 320 256 192 448 832 288 224

704 680 736 696 728 728 691 694

G H I X Y Z ZZ

1/4 1/4 1/4 1/4 1/4 1/4 1/4

1 2 3 0.5 1.5 2.5 3.5

2 3 4 1.5 2.5 3.5 4.5

8.6 14.4 20.5 5.7 11.4 17.4 23.6

30 16 12 48 24 16 12

480 256 192 768 384 256 192

720 640 672 768 768 768 768

SS TT

3/8 3/8

0.5 2

2 3.5

7.1 15.9

36 16

576 256

720 704

Panel Desig.

Slope

1A 1B 1 2 3 4 5 6

Dimension

Slope Profiles 1/161/16 in/ftin/ft (5.2(5.2 mm/m) mm/m) Slope 0.5” 0.75”

1.0” 1.25”

1A

1

1B

1.5” 1.75”

2

3

2.0” 2.25”

4

5

2.5” 2.75” 3.0”

1A 1B 2.0” Filler

6

All Panels Special Order

1/8 1/8 in/ftin/ft (10.4 mm/m) (10.4 mm/m) Slope 0.5”

1.5”

1.0”

2.0”

2.5”

3.0”

3.5”

4.0”

4.5”

AA A 2.0” Filler AA

A

B

C

D

5.0”

AA

E

F

5.5”

A

4.0” Filler

FF

Extended andSpecial Order Panels: D, E, F, FF 0.75” 1.25” 1.75” 2.25” 2.75” 3.25” 3.75” 4.25” 4.75”

R R

S

T

U

V

S

3.0” Filler

W

All Panels Special Order

3/163/16 in/ftin/ft (15.6 mm/m) (15.6 mm/m) Slope 1.0” 1.75” 2.5” 3.25” 4.0” 4.75” 5.5”

J J

K

L

K

JJ

3.0” Filler

M

0.5” 1.25” 2.0” 2.75” 3.5” 4.25” 5.0”

JJ

KK

LL

All Panels Special Order

MM

KK

3.0” Filler

All Panels Special Order

1/4 1/4 in/ftin/ft (20.8 mm/m) (20.8 mm/m) Slope 0.5” 1.50” 2.5”

3.5”

4.5”

X Y 2.0” Filler

X

Y

Z

5.5”

X

6.5”

1.0”

4.0”

Y

5.0”

G

4.0” Filler

ZZ

3.0”

2.0”

G

H

I

6.0”

H

3.0” Filler

All Panels Special Order

Extended and Special Order Panels: Z, ZZ

3/8 3/8 in/ftin/ft (31.2 mm/m) (31.2 mm/m) Slope 0.5”

2.0”

3.5”

5.0”

SS SS

TT

6.5”

TT

3.0” Filler

All Panels Special Order

Q QQ XX

1/2 1/2 1/2

0.5 2.5 1

2.5 4.5 3

8.6 20.5 11.4

32 12 22

512 192 352

Tapered Recycle Content:

Recycled content is dependent upon average thickness. To calculate, match the average thickness of Tapered ENRGY 3 to the thickness of Flat ENRGY 3. Use the number from Flat ENRGY 3 as your recycled content. Refer to the Safe for Use instructions and product label prior to using this product. The Safe for Use instructions are available by calling (800) 922-5922 or on the Web at www.jm.com/roofing.

768 672 704

1/2 1/2 in/ftin/ft (41.6 mm/m) (41.6 mm/m) Slope 0.5”

2.5”

Q

QQ

4.5”

6.5”

Q 4.0” Fill

0.5”

2.5”

Q

4.5”

Q 2.0”

Extended and Special Order Panels: QQ

1.0”

XX

3.0”

5.0”

XX 2.0”

Special Order

RS-5137 10-15 (Replaces 8-15)

JM SECUROCK GLASS-MAT ROOF BOARD ®

®

Glass-Mat Reinforced Cover Board Meets the requirements of ASTM C 1177

Component

Features and Components

B

Handleability: Unmatched mat-to-core tensile bond strength, easy to cut and has reduced facer delamination.

Cover Board Multi-Ply Single Ply

Fire Performance: Provides excellent fire performance, and demonstrates exceptional surface burning characteristics. 5/8" thickness meets the requirements of Type X per ASTM C 1177.

Type

GY Gypsum

Moisture and Mold Resistance: Fiber glass facer and back with treated core delivers moisture and mildew resistance.

LT

Low Thermal

Multi-Ply

BUR HA

Key:

HA = Hot Applied

CA

CA

This product may be used as a component in the following systems. Please reference product application for specific installation methods and information.

APP HW

HA

CA

SBS HW

SA

Do not use in Multi-Ply systems CA = Cold Applied

HW = Heat Weldable

Single Ply

System Compatibility

TPO MF

SA = Self Adhered

Peak Advantage® Guarantee Information

PVC FA

MF

FA

MF

EPDM FA

BA

Compatible with the selected Single Ply systems above MF = Mechanically Fastened

FA = Fully Adhered

BA = Ballasted

Installation/Application

Systems

Guarantee Term*

When used in most single ply systems

10, 15, or 20 years

* Contact JM Technical Services for specific systems or terms over 20 years.

Codes and Approvals

Hot Asphalt

Cold Applied

Urethane Adhesive

Mechanically Fastened

Refer to the Application Guides and Detail Drawings for instructions.

Packaging and Dimensions Size 4' x 8' (1.22 m x 2.44 m) 5/8" (15.9 mm) Thickness, nom ¼" (6.35 mm) ½" (12.7 mm) Weight/Board, 40 lbs 67 lbs 89 lbs nom (18.14 kg) (30.39 kg) (40.37 kg) Coverage/Pallet 1,344 ft2 (124.9 m2) 960 ft2 (89.2 m2) 960 ft2 (89.2 m2) Boards/Pallet 42 30 30 Pallet Weight 1,688 lb (765.7 kg) 1,995 lb (904.9 kg) 2,667 (1 209.7 kg) Pallets per Truck* 28 24 18 Producing Sweetwater, TX Location * Assumes 48' flatbed truck.

Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing.

SECUROCK® is registered trademark of United States Gypsum Company. SECUROCK® is manufactured by United States Gypsum Company and is marketed by Johns Manville as JM® SECUROCK®. RS-5041 10-14 (Replaces 8-14)

JM SECUROCK GLASS-MAT ROOF BOARD ®

®

Glass-Mat Reinforced Cover Board Meets the requirements of ASTM C 1177 Typical Physical Properties

Installation

Moisture

Strength

Test

JM SECUROCK Glass Mat Roof Board

ASTM

¼" (6.35 mm)

½" (12.7 mm)

/ " (15.9 mm)

58

Compressive Strength, psi (kPa), nom

C 1177

700 - 1,000 (4,826 - 6,895)

Flexural Strength, lb, parallel, min

C 473

40

80

100

Bending Radius, ft (m), max

NA

4 (1.22)

6 (1.83)

9 (2.74)

Moisture Vapor Permeance, perms (ng/(Pa•s•m2), max

E 96

18 (1,030)

18 (1,030)

16 (915)

Water Absorption, % by wt, max

C 473

Mold Resistance

D 3273

Flute Span, in (cm), max

E 661

2 5/8 (6.7)

5 (12.7)

8 (20.3)

NA

1.2 (0.54)

2.0 (0.91)

2.7 (1.23)

Weight, lb/ft (kg/m ), nom 2

2

10 10

Linear variation with change in moisture, in/in • %RH

D 1037

6.3 x 10-6

Coefficient of Thermal Expansion, in/in • °F

E 831

8 x 10-6

Thermal Performance in.

Thickness

Nominal R-Value (Resistance) (hr•ft2•°F)/BTU m2•°C/W

mm

¼

6.35

½

12.7

0.53

0.09

/

15.9

0.54

0.10

58

Test

0.36

0.06

ASTM

JM SECUROCK Glass Mat Board

Flame Spread

E 84

0

Smoke Developed

E 84

0

Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing.

SECUROCK® is registered trademark of United States Gypsum Company. SECUROCK® is manufactured by United States Gypsum Company and is marketed by Johns Manville as JM® SECUROCK®. RS-5041 10-14 (Replaces 8-14)

Peak Advantage Guarantee

Building Owner:

Guarantee Number: Sample - not issued Expiration Date:

Name Address City, ST Zip

Job Name:

Date of Completion:

Building Name: Name Address City, ST Zip

Approved Roofing Contractor: Name Address City, ST Zip

Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years: XX Year

$ No Dollar Limit

Coverage: The components of the Roofing System covered by this Guarantee are:

Total Squares: Sec.

Sqs.

1

Accessories:

Roof Type

Membrane Spec.

Layer 1

Insulation Type Layer 2 Layer 3

Cover Board

XXX

Type Expand-O-Flash (1) Style: Expand-O-Flash (2) Style: Expand-O-Flash (3) Style: Fascia Style: Copings Style: Gravel Stop Style: Drains (1) Style: Drains (2) Style: Vents Style:

Product Name

Quantity 0 0 0 0 0 0 0 0 0

lin. ft. lin. ft. lin. ft. lin. ft. lin. ft. lin. ft. ea. ea. ea.

These Johns Manville Guaranteed components are referred to above as the “Roofing System” and ALL OTHER COMPONENTS OF THE OWNER’S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville’s sole and absolute discretion to repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the Roofing System. Non-leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner.

WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will render the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner’s sole responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour; (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (d) any and all (i) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (ii) changes to the Building’s usage that are not pre-approved in writing by JM; (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage; (f) defects in or faulty/improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty/improper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns Manville is not responsible for the performance of pre-existing materials that predated the recover. Instead, Johns Manville’s sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre-existing materials – which is the Owner’s responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units and all other non-Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super-strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guarantee becomes effective when (1) it is delivered to Owner; and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect – and JM is under no obligation whatsoever to perform any services/work. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. In any action or proceeding brought against the Building Owner to enforce this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness’ fees) incurred in any such action or proceeding, including, without limitation, attorneys’ fees and expenses, and the Building Owner shall pay it. TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM’S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services or authorized delegate. JM’s delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner’s rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs. Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building’s construction or inspection of roof plans (or the Building’s roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of JM. JM does not supervise nor is it responsible for a roofing contractor’s work except to the extent stated herein, and roofing contractors are not agents of JM. *JOHNS MANVILLE (“JM”) is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217-5108. This guarantee has been amended to include wind speeds up to 72 mph under the terms and conditions herein. By: Title:

Robert Wamboldt Vice President & General Manager Roofing Systems Group

Attorney-in-Fact

Addendum(s)

Maintenance Program In order to continue the coverage of this Guarantee, the following Maintenance Program must be implemented and followed: 1.

Building Owner must notify JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten (10) days after initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee Services of any leak is a material ground for termination of the Guarantee.

2.

In response to timely notice, JM will arrange to inspect the Roofing System, and (i) If, in JM’s sole and absolute opinion, the leak(s) is/are the responsibility of JM under this Guarantee (see Limitations and Exclusions), then JM will take prompt appropriate action to return the Roofing system to a watertight condition, or (ii) If, in JM’s sole and absolute opinion, the leak(s) is/are not the responsibility of JM under this Guarantee, then JM will advise the Building Owner within a reasonable time of the minimum repairs that JM believes are required to return the Roofing System to a watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time being of the essence) then this Guarantee will remain in effect for the unexpired portion of its Term. Failure to make any of these repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee as to the damaged portion of the Roofing System as well as any other areas of the Roofing System impacted by such failure.

3.

In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, its contents or occupants, then Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses only to the extent such expenses would have been the responsibility of JM under the Guarantee.

There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building Owner. In order to ensure that your new roof will continue to perform its function and to continue JM’s obligations under the Guarantee, you must examine and maintain these items on a regular basis:   

Maintain a file for your records on this Roofing System, including, but not limited to, this Guarantee, invoices, and subsequent logs of all inspections performed and repairs that are made to the Roofing System. Inspect your Roofing System at least semi-annually. This is best done in the spring, after the Roofing System has been exposed to the harsh winter conditions, and, in the Fall after a long hot summer. It is also a good idea to examine the Roofing System for damage after severe weather conditions such as hailstorms, heavy rains, high winds, etc. Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling and other accidents. JM expressly disclaims and assumes no liability for any inspections performed on the Roofing System.

When checking the Roofing System:        

Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive drainage is essential. Examine all metal flashings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing Contractor only. Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and any loose stone or tile coping can appear to be a membrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to be defective. Examine the edges of the Roofing System. Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be corrected by a JM Approved Roofing Contractor. Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or cause a roof problem by leaking materials onto the Roofing System. Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in turn may lead to leaks in your Roofing System. Examine protective coatings; any cracked, flaking, or blistered areas must be recoated.

Protecting your investment:   

Avoid unnecessary roof top traffic. If you allow equipment servicemen to go onto the Roofing System, advise them to be careful. Dropped tools, heavy equipment, etc. can damage the membrane. Log all such trips to the Roofing System. Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing Contractor.

All the terms and conditions of this Guarantee shall be construed under the internal law of the state of Colorado without regard to its conflicts of law principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall remain in full force and effect to the extent the main intent of the document is preserved. This form is not to be copied or reproduced in any manner. This Guarantee is valid only in the United States of America. Guarantee Services (800) 922-5922 E-mail: [email protected] www.jm.com/roofing

Mailing Address: Johns Manville Guarantee Services P.O. Box 625001 Littleton, CO 80162-5001

Shipping Address: Johns Manville Guarantee Services 10100 West Ute Avenue Littleton, CO 80127

JOHNS MANVILLE & COOLEY GROUP The Power of Two Companies With a Combined History of More Than 241 Years

25+YEAR PROVEN PVC FORMULATION HISTORY Johns Manville (JM) and the Cooley Group have a unique strategic partnership. It

Did You Know?

allows us to offer a successful and proven PVC membrane with a 25+ year history

HP is mainly promoted for cable jacket

in the market. The Cooley Group developed C3 with DuPont

KEE in

applications. However, it had a brief history

1988 and commercialized it in 1990. Shortly after launching, the naming evolved to

in the PVC roofing membrane market in the

C3Plus by adding a patented Aramid yarn edge along the fastener edge of all full

1990s. The formulation was sourced by a

rolls. The proprietary Elvaloy® KEE formulation, with proven real-world results, has

single manufacturer who is no longer in the

not once changed in its 25+ years of production; despite the introduction of various

roofing membrane business.

™

Elvaloy

DuPont™ Elvaloy® KEE

®

grades or amounts of DuPont™ Elvaloy® KEE offered by other manufacturers. (See cooleygroup.com/building-products) Quick History: DuPont™ Elvaloy® KEE, a solid high molecular weight polymer, has been in the market since 1973. It was developed as an alternative to liquid plasticizer to improve the long-term performance of thermoplastic materials.

JM PVC - Testing, Data and Performance Testing In 2006, JM PVC (Cooley C3 Plus) was one of six membranes used to study chemical resistance by Simpson Gumpertz & Heger (SGH). A white paper citing this study was then published by Carl G. Cash, P.E., A. G. Davies, Jr., D. L. Niles, and L. C. Carey titled “Chemical Resistance of Various Single Ply

“JM PVC (Cooley C3 Plus) ranked the highest for chemical resistance.”

Roofing Membranes.” It states, “The PVC/KEE membrane is the most resistant to the chemicals we tested.” JM PVC membrane came out on top with water, HVAC oil, canola oil, 1 N acid, pH 11 base and kerosene.

Data

Accelerated Published Weather Data for PVC

It is critical to make sure that the reporting test methods and data are relevant to

45,000

and UV exposure to detect cracking, crazing or discoloration. ASTM G154 or ASTM G155 requires a PVC roofing product to pass 5,000 hours. Third-party accelerated weather testing reveals that JM PVC 60 mil has surpassed over 39,000 hours and is still going!

35,000 Hours Tested

Accelerated weather testing for roofing membrane is conducted with florescent light

Still Going!

40,000

roofing and that the product has a proven real world track record.

30,000 25,000 20,000 15,000 10,000

ASTM Standard

5,000 0

JM PVC 50 mil

JM PVC 60 mil

Competitor Competitor Competitor A B C

CRRC PVC SRI Comparison

Data (Cont.) JM PVC made with Elvaloy

®

SRI Initial

KEE has the same or better Solar Reflective

Index (SRI) than other membranes as reported in the Cool Roof Rating Council (CRRC)

108

Manufacturer

Solar Reflectance

Thermal Emittance

Initial

Initial

3 year

3 year

Initial

75

0.00 0.00

3 year

0.86

0.70

0.86

0.82

108

84

Carlisle® Sure-Flex™ KEE

0.86

0.70

0.86

0.82

108

84

No Data

No Data

No Data

No Data

No Data

No Data

0.83

0.63

0.90

0.86

104

75

Sarnafil® S327

104 84

SRI

JM PVC

Carlisle® Sure-Flex™ KEE HP

108 84

(www.crrc.org) table below.

SRI 3 year

JM PVC

Carlisle® Sarnafil® Carlisle® S327 Sure-Flex™ Sure-Flex™ KEE KEE HP

CRRC PVC Solar Reflectance Comparison Solar Reflectance Initial 0.86 0.70

Solar Reflectance 3 year

0.86 0.70

0.83 0.63

0.00 0.00 JM PVC

Performance A 40-mil, JM PVC fleece backed roof was installed with hot asphalt in 1992 in Alpine, Utah. It was harvested in 2010 and put through the same rigorous ASTM testing standards that our new membranes undergo. The results proved ultimate durability in the harshest conditions, even on thinner membranes. The comparison against ASTM requirements show this roof would pass, even after

Test Method

Sarnafil® S327

Thickness Over Scrim 1

Thickness over scrim

2 Scrim 3 Thickness under scrim 4 Fleece back in asphalt

more than 18 years.

Tested Physical Properties

Carlisle® Carlisle® Sure-Flex™ Sure-Flex™ KEE KEE HP

ASTM D4434 Requirements

Johns Manville 50 Mil Fleece Back 0.050

Thickness, min, in.

ASTM D751

±10% from Nominal

(Membrane only Nominal)

Thickness OverScrim, min, in.

ASTM D7635

0.016

Low Temperature Bend, °F

ASTM D2136

Pass

Exposed 40 Mil Sample Avg.

Unexposed 40 Mil Sample Avg.

18 mil after 18 Years!

2 0.040

0.043

0.020

0.0187

0.0191

Pass @ -40

Pass @ -40

Pass @ -40

1

3 4

JM PVC meets the required ASTM D2136 low temperature bend at -40°F. Installation of any roofing system in subzero temperatures could bring additional challenges, lacking sufficient thermal energy for heat-welding, adhesive restrictions and overall personnel working conditions. Carlisle and Sure-Flex are trademarks of Carlisle.

Conclusion In roofing, time is the great equalizer. JM’s PVC has worked for more than 25+ years in all U.S. climate conditions, with no membrane degradation failures. Accelerated testing and promise of performance is no match for a 25+ year proven history. Think about the consequences of a roof leak or roof failure in your building or operation. Yes, it will get fixed eventually, but think about the disruption. Are you willing to take this risk? • With JM PVC, there has been more than 600 million square feet of installed PVC going back 25-plus years in real world conditions.

More than 600 million square feet of installed PVC going back 25-plus years in real world conditions.

• Johns Manville is a 150+ year old company financially backed by Berkshire Hathaway. • Our partnership with the Cooley Group provides a unique opportunity to share best practices, while having the ability to sell a proven product.

Salt River Baseball Field at Talking Stick Scottsdale, AZ

717 17th St. Denver, CO 80202 (800)922-5922 www.jm.com/roofing

RS-8958

7-16 (Replaces 4-14)

SUBSTITUTION REQUEST (During the Bidding/Negotiating Stage) Project: Chinook Winds Casino Resort new Parking Structure

To:

Re:

Substitution Request Number:

1777 NW 44th St, Lincoln City, OR

From:

Jeremy Tunney

WorthGroup Architects + Designers

Date:

7-25-17

900 S Broaddway, Ste 150, Denver, CO 80209

A/E Project Number: 16-211

Single-Ply Roofing

Contract For: Single Ply Roofing

Specification Title: Polyvinyl_Chloride (PVC) Roofing

Description: PVC Membrane Roofing

Section: 07 5419

Article/Paragraph: 2.1 - A

Page:

2

Proposed Substitution: Duro-Tuff 60 mil PVC Membrane Roofing Manufacturer: Duro-Last Roofing Address:111 N Valley Dr., Grants Pass, OR Trade Name: Duro-Tuff

Phone: 1-800-248-0280 Model No.: 60 mil

Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation. The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. Submitted by: Jeremy Tunney Signed by:

(on vacation can’t sign)

Firm:

Class A Roofing Consultants

Address:

6020 SE 34th Ave Portland, OR 97202

Telephone:

503-896-7727

A/E’s REVIEW AND ACTION ☐ Substitution approved - Make submittals in accordance with Specification Section 01 33 00 Submittal Procedures. ☐ Substitution approved as noted - Make submittals in accordance with Specification Section 01 33 00 Submittal Procedures. ☐ Substitution rejected - Use specified materials. ☐ Substitution Request received too late - Use specified materials. Signed by: WORTHGROUP Architects

Travis Bryan

Date: 28 July 2017

WG 07/28/17 - Acceptance of this product substitution request does not relieve contractor of the product requirements listed in Supporting Data Attached: ☐ shall Drawings Product Dataperformance ☐ Samples ☐ Testsof the☐ Reports ☐and construction the Contract Documents. Product meet all ☐ criteria and requirements specifications drawings. It is understood that proposed substitution will not affect drawing dimensions and that changes will not be required to the building©design in2013, order to properly install proposed substitution. the requested substitution causes changes to building Copyright CSI, Page If ___ of ___ Form Version: September 2013design to be required, Contractor be accountable for costs for redesign / re-engineering and drawing revisions. 110 South the Union St., Suite 100,shall Alexandria, VA 22314 CSI Form 1.5C

Top Layer Thickness Over Scrim (weathering) Middle Layer Reinforcement Bottom LayerWeldable Base Duro-Tuff 60 Mil

G410- 60 Mil

31 Mils

27 Mils

Reinforcement

Type III PVC - 18 x 9 Polyester Non-Wicking Scrim

Type II PVC- 9 x 9 Fiberglass

Tear Strength

78 x 190

78

Breaking Strength

437 x 304

356

Thickness Over Scrim

All values were obtained from the manufacturers online product data sheets

Top Layer Thickness Over Scrim (weathering) Middle Layer Reinforcement Bottom LayerWeldable Base Duro-Tuff 60 Mil

S327- 60 Mil

Thickness Over Scrim

31 Mils

30 Mils

Reinforcement

18 x 9

9x9

Tear Strength

78 x 190

48

Breaking Strength

437 x 304

305

All values were obtained from the manufacturers online product data sheets

DURO-TUFF® 60-MIL MEMBRANE WHITE MEMBRANE NOT ACCEPTABLE FOR USE. Advantages: REFER TO PROJECT SPECIFICATIONS FOR ® Duro-Last® Duro-Tuff 60-Mil (DT60) membrane is an PRODUCT REQURIEMENTS. excellent choice for low-slope roof projects requiring a long lasting, energy WG -efficient 7/28/17 roofing membrane. A complete line of custom prefabricated accessories is available for the DT60 membrane.

Description: Duro-Tuff membrane incorporates a weft-inserted, knitted scrim within PVC films to provide exceptional strength and waterproofing. Duro-Tuff membranes must not be used with Duro-Last EV membranes. PVC Film - Proprietary thermoplastic PVC formulation of resins, plasticizers, stabilizers, biocides, flame retardants, and U.V. absorbents.  PVC film above weft-inserted scrim – 31 mil Weft-Inserted Scrim - An 18 x 9 polyester fabric construction with weft insertion, composed of 840 x 1000 denier threads, provides superior tear and puncture resistance. The polyester thread is treated to prevent wicking.

“T-Lap” Patches – A patch, with rounded corners, is required at all lap areas where 3 or more layers of membrane intersect (“T-Lap”). The minimum size of the patch is 4 x 4 inches or 4-inch diameter. Patches can be made of either DT or DL membrane of any thickness. Refer to Detail Drawing DT1066.

Total Thickness – 60 mil, nominal. Weight – 0.35 lb. per square foot.

Energy Efficiency: White DT60 membrane is an excellent product for complying with California Title 24 and other energy efficiency programs requiring the use of a highly reflective roof membrane.

Color – Top surface: white. Bottom surface: light gray. R-Value – 0.1 ft2·°F·hr/Btu. Packaging – DT60 is supplied in the roll sizes shown below. A full pallet contains ten rolls.

Cool Roof Rating Council (CRRC)1 Solar Reflectance

Roll Dimensions: Estimated Coverage Roll Weight 1 2 6” Overlap 4” Overlap 120 in. x 100 ft. 950 sq. ft. 967 sq. ft. 350 lb. 60 in. x 100 ft. 450 sq. ft. 467 sq. ft. 175 lb. 30 in. x 100 ft. 200 sq. ft. 217 sq. ft. 88 lb. 10 in. x 100 ft. Stripping 29 lb. 1 6 inch overlap and use of Duro-Last Poly or Cleat Plates. 2 4 inch overlap and use of Duro-Last Oval Metal Plates. Dimensions

White 1

Overlap Line – A blue line, 6 inches from one edge of the sheet, is factory applied to the top of the sheet to assist in maintaining proper overlap between sheets. Seam Plate and Fastener Placement Guides – “X”s are placed at 6-inch intervals along one edge of the sheet to assist in maintaining proper spacing between fasteners. Install fasteners so that the outside edge of the seam plate is flush with the edge of the sheet. www.duro-last.com

Initial 0.85

Thermal Emittance

3-yr 0.73

Initial 0.89

Solar Reflective Index (SRI)

3-yr 0.88

Initial 108

3-yr 90

Duro-Last’s CRRC Product ID: 0610.

Warranty: The following warranties are available for projects utilizing DT60 membrane. Contact Duro-Last for warranty details. Consequential damage coverage is not available for Duro-Tuff installations. Available Warranties Supreme

Not applicable for this product

Ultra

15-YR High Wind

20-YR High Wind

Basic

15-YR NDL

20-YR NDL

Residential

15-YR Material Only

20-YR Material Only

1 of 2

800-248-0280

Duro-Last, “World’s Best Roof”, Duro-Bond, and Duro-Tuff are registered trademarks owned by Duro-Last, Inc. Revised: 07/26/2012, 09/17/2012, 11/27/2012, 04/02/2013, 11/18/2013, 11/21/2013, 04/25/2015, 05/13/2014, 06/10/2014, 01/23/2015, 05/18/2015, 02/15/2016, 06/29/2016

DURO-TUFF® 60-MIL MEMBRANE Codes and Standards: WHITE MEMBRANE NOT ACCEPTABLE FOR USE. Underwriters Laboratories. REFER TO PROJECT SPECIFICATIONS FOR Storage: PRODUCT REQURIEMENTS. Store rolls lengthwise on pallets. Use tarps to keep rolls dry. WG - 7/28/17 Membrane Attachment: Mechanically Fastened – DT60 membrane may be mechanically attached to a variety of roof deck and wall materials. An appropriate slip sheet or cover board may be required. Refer to the Roll Good Mechanically Fastened System Specification for system requirements. Duro-Bond® System – The Duro-Bond system (induction weld) may be used to attach DT60 membrane. Refer to the Duro-Last Duro-Bond System Specification for system requirements. Adhered – DT60 membrane may be adhered to a variety of properly prepared roof decks, walls, cover boards and insulations. Refer to the Duro-Last Adhered Systems Specification for system requirements. Physical Properties: DT60 membrane has been subjected to the tests required by ASTM 4434 “Standard Specification for Poly (Vinyl Chloride) Sheet Roofing” and has been classified as a Type III, internally reinforced sheet. The results of each test are listed below. ASTM’s Overall Thickness requirements for the membrane are plus or minus 10% (nominal) of the listed Typical Value. Physical Property

Test Method

ASTM D4434 Requirement for Type III Sheet

Typical Value

Overall Thickness

ASTM D751

 0.054 and ≤ 0.066 in. ( 54 and ≤ 66 mil)

0.060 in. (60 mil), nominal

Thickness Over Scrim

ASTM D7635

 0.016 in.

0.031 in. (31 mil)

ASTM D751 Grab Method

 200 lbf./in.

437 x 304 lbf./in.

ASTM D751 Grab Method

 15%

29% x 30%

Seam Strength

ASTM D751 Grab Method

 327 lbf. (75% of Breaking Strength.)

463 lbf.

Tear Strength

1

ASTM D751 Procedure B

 45 lbf.

78 x 190 lbf.

Low Temp. Bend

ASTM D2136

Must pass at -40 F.

PASS

Heat Aging

ASTM D3045

Conditioned for 56 days in oven maintained at 176 F.

PASS

Accelerated Weathering

ASTM G154 (Formerly G53)

5,000 hours total test time. Irradiance level of 0.68 W/m2-nm. Cycle: 8 hours at 145 F, 4 hours condensation at 122 F.

PASS

Dimensional Stability

ASTM D1204

Conditioned for 6 hours in oven maintained at 176 F. Allowable change: ≤ 0.5%

0.30% x 0.10%

Water Absorption

ASTM D570

Immersed in water at 158 F for 168 hours. Allowable weight change: ≤ 3%

2.29%

Static Puncture

ASTM D5602

 33 lbf.

 33 lbf.

Dynamic Puncture

ASTM D5635

 14.7 ft-lbf. (20 J)

 14.7 ft-lbf. (20 J)

Breaking Strength

1

1

Elongation

1

1

Typical values are shown for both machine and cross machine directions. The machine direction results are listed first.

www.duro-last.com

2 of 2

800-248-0280

Duro-Last, “World’s Best Roof”, Duro-Bond, and Duro-Tuff are registered trademarks owned by Duro-Last, Inc. Revised: 07/26/2012, 09/17/2012, 11/27/2012, 04/02/2013, 11/18/2013, 11/21/2013, 04/25/2015, 05/13/2014, 06/10/2014, 01/23/2015, 05/18/2015, 02/15/2016, 06/29/2016

DURO-TUFF® COLORS 60-MIL MEMBRANE Advantages: Duro-Last® Duro-Tuff® Colors 60-Mil (DTC60) membrane is an excellent choice for low-slope roof projects requiring a long lasting roofing membrane. A complete line of custom prefabricated accessories is available for the DTC60 membrane. Description: Duro-Tuff Colors membrane incorporates a weftinserted, knitted scrim within PVC films to provide exceptional strength and waterproofing. Duro-Tuff membranes must not be used with Duro-Last EV membranes. PVC Film - Proprietary thermoplastic PVC formulation of resins, plasticizers, stabilizers, biocides, flame retardants, and U.V. absorbents.  PVC film above weft-inserted scrim – 31 mil Weft-Inserted Scrim - An 18 x 9 polyester fabric construction with weft insertion, composed of 840 x 1000 denier threads, provides superior tear and puncture resistance. The polyester thread is treated to prevent wicking. Total Thickness – 60 mil, nominal. Weight – 0.35 lb. per square foot. Colors* – Same top and bottom surface color.

Seam Plate and Fastener Placement Guides – “X”s are placed at 6-inch intervals along one edge of the sheet to assist in maintaining proper spacing between fasteners. Install fasteners so that the outside edge of the seam plate is flush with the edge of the sheet. “T-Lap” Patches – A patch, with rounded corners, is required at all lap areas where 3 or more layers of membrane intersect (“T-Lap”). The minimum size of the patch is 4 x 4 inches or 4-inch diameter. Patches can be made of either DT or DL membrane of any thickness. Refer to Detail Drawing DT1066. Energy Efficiency:

* DTC60 is available in the following colors by special order. Contact sales department for more information. Blue

Copper

Charcoal

Light Gray

Patina

Light Tan

Green

Solar Thermal Reflectance Emittance Initial 3-yr Initial 3-yr 1 1 Blue 0.14 P 0.89 P 1 1 Copper 0.18 P 0.89 P 1 1 Charcoal 0.09 P 0.86 P 1 1 Green 0.08 P 0.88 P 1 1 Light Gray 0.43 P 0.89 P 1 1 Patina 0.31 P 0.89 P 1 1 Light Tan 0.72 P 0.85 P 1 P 3-Year aged results pending.

R-Value – 0.1 ft2·°F·hr/Btu. Packaging – DTC60 is supplied in the roll sizes shown below. A full pallet contains ten rolls. Roll Dimensions: Estimated Coverage Roll Weight 1 2 6” Overlap 4” Overlap 120 in. x 100 ft. 950 sq. ft. 967 sq. ft. 350 lb. 60 in. x 100 ft. 450 sq. ft. 467 sq. ft. 175 lb. 30 in. x 100 ft. 200 sq. ft. 217 sq. ft. 88 lb. 10 in. x 100 ft. Stripping 29 lb. 1 6 inch overlap and use of Duro-Last Poly or Cleat Plates. 2 4 inch overlap and use of Duro-Last Oval Plates.

Warranty: The following warranties are available for projects utilizing DTC60 membrane. Contact Duro-Last for warranty details. Consequential damage coverage is not available for Duro-Tuff Installations.

Dimensions

Available Warranties

Overlap Line – A blue line, 6 inches from one edge of the sheet, is factory applied to the top of the sheet to assist in maintaining proper overlap between sheets. www.duro-last.com

Solar Reflective Index (SRI) Initial 3-yr 1 11 P 1 16 P 1 3 P 1 3 P 1 49 P 1 33 P 1 88 P

Supreme

Not applicable for this product

Ultra

15-YR High Wind

20-YR High Wind

Basic

15-YR NDL

20-YR NDL

Residential

15-YR Material Only

20-YR Material Only

1 of 2

Duro-Last, “World’s Best Roof”, Duro-Bond, and Duro-Tuff are registered trademarks owned by Duro-Last, Inc. Created: 01/16/2014 Revised: 01/22/2014, 05/13/2014, 06/10/2014, 01/23/2015, 05/18/2015, 02/15/2016, 06/29/2016

800-248-0280

DURO-TUFF® COLORS 60-MIL MEMBRANE Codes and Standards: Underwriters Laboratories. Storage: Store rolls lengthwise on pallets. Use tarps to keep rolls dry. Membrane Attachment: Mechanically Fastened – DTC60 membrane may be mechanically attached to a variety of roof deck and wall materials. An appropriate slip sheet or cover board may be required. Refer to the Roll Good Mechanically Fastened System Specification for system requirements. Duro-Bond® System – The Duro-Bond system (induction weld) may be used to attach DTC60 membrane. Refer to the Duro-Last Duro-Bond System Specification for system requirements. Adhered – DTC60 membrane may be adhered to a variety of properly prepared roof decks, walls, cover boards and insulations. Refer to the Duro-Last Adhered Systems Specification for system requirements. Physical Properties: DTC60 membrane has been subjected to the tests required by ASTM 4434 “Standard Specification for Poly (Vinyl Chloride) Sheet Roofing” and has been classified as a Type III, internally reinforced sheet. The results of each test are listed below. ASTM’s Overall Thickness requirements for the membrane are plus or minus 10% (nominal) of the listed Typical Value. Physical Property

Test Method

ASTM D4434 Requirement for Type III Sheet

Typical Value

Overall Thickness

ASTM D751

 0.054 and ≤ 0.066 in. ( 54 and ≤ 66 mil)

0.060 in. (60 mil), nominal

Thickness Over Scrim

ASTM D7635

 0.016 in.

0.031 in. (31 mil)

ASTM D751 Grab Method

 200 lbf./in.

437 x 304 lbf./in.

ASTM D751 Grab Method

 15%

29% x 30%

Seam Strength

ASTM D751 Grab Method

 327 lbf. (75% of Breaking Strength)

463 lbf.

Tear Strength

1

ASTM D751 Procedure B

 45 lbf.

78 x 190 lbf.

Low Temp. Bend

ASTM D2136

Must Pass at -40 F.

PASS

Heat Aging

ASTM D3045

Conditioned for 56 days in oven maintained at 176 F.

PASS

Accelerated Weathering

ASTM G154 (Formerly G53)

5,000 hours total test time. Irradiance level of 0.68 W/m2-nm. Cycle: 8 hours at 145 F, 4 hours condensation at 122 F.

PASS

Dimensional Stability

ASTM D1204

Conditioned for 6 hours in oven maintained at 176 F. Allowable change: ≤ 0.5%

0.30% x 0.10%

Water Absorption

ASTM D570

Immersed in water at 158 F for 168 hours. Allowable weight change: ≤ 3%

2.29%

Static Puncture

ASTM D5602

 33 lbf.

 33 lbf.

Dynamic Puncture

ASTM D5635

 14.7 ft-lbf. (20 J)

 14.7 ft-lbf. (20 J)

Breaking Strength

1

1

Elongation

1

1

Typical values are shown for both machine and cross machine directions. The machine direction results are listed first.

www.duro-last.com

2 of 2

Duro-Last, “World’s Best Roof”, Duro-Bond, and Duro-Tuff are registered trademarks owned by Duro-Last, Inc. Created: 01/16/2014 Revised: 01/22/2014, 05/13/2014, 06/10/2014, 01/23/2015, 05/18/2015, 02/15/2016, 06/29/2016

800-248-0280

DURO-LAST® ULTRA

20-Year NDL High Wind Warranty

Warranty No.

__________________

I. TERMS and CONDITIONS Duro-Last®, Inc., (“Duro-Last”) grants this No-Dollar Limit (“NDL”) Warranty to the owner of a building (“Owner”) containing a Duro-Last Roofing System (“Duro-Last System”) installed by a Duro-Last Authorized Dealer/Contractor (“Contractor”), subject to the conditions and limitations contained herein.

shall be to repair any90 leakMPH in the Duro-Last System caused by any defect in a compo1st through 20th yearREQUIRES Duro-Last’s obligation during the PROJECT nent of the Duro-Last System or by the workmanship of theWARRANTY Contractor, but only as the workmanship relates to the installation of the DuroWIND SPEED Last System itself and not as it relates to other work performed, if any. Duro-Last’s obligation includes, at Duro-Last’s discretion, either the repair or replacement of part or all of the Duro-Last System and also includes the furnishing or cost of labor to repair the Duro-Last System provided the following conditions WG are met:- 7/28 A. Duro-Last and Contractor have been paid in full for the Duro-Last System, its installation and any outstanding invoices issued by Duro-Last that arise after the installation; B. The Duro-Last System has been approved by Duro-Last following inspection by an authorized Duro-Last Quality Assurance Technical Representative (“Duro-Last QA Tech Rep”), this No-Dollar Limit Warranty has been signed by a Duro-Last Quality Assurance Manager, and the Contractor confirms that the Duro-Last System was installed in accordance with Duro-Last’s specifications and written installation requirements; C. The Owner has notified Duro-Last within 14 days of the discovery of any leak, failure, high wind event in excess of 72 mph or other alleged Duro-Last System defect. Owner must notify Duro-Last by calling the Duro-Last Quality Assurance Department at 1-866-284-9424, by e-mailing [email protected], or by certified mail, return receipt requested; D. The Owner allows Duro-Last’s QA Tech Rep(s), and/or Duro-Last Contractor(s) access to the roof including, if necessary, the removal and replacement by Owner at Owner’s expense any and all obstructions, including but not limited to: rooftop gardens, earth, soil, pavers, ballast, decks, patio and walking surface materials, photovoltaic system, and other overburden; and E. Duro-Last authorizes the repair and, at Duro-Last’s option, either Duro-Last’s QA Tech Rep(s) or an authorized Contractor makes the repair. II. OWNER’S RESPONSIBILITIES The Owner is not entitled to recover under this No-Dollar Limit Warranty unless Owner exercises reasonable and diligent care in the maintenance of the Duro-Last System, including but not limited to inspecting and maintaining the Duro-Last System regularly and as needed, including after storms or natural disasters, and for removing any debris from the Duro-Last System, rooftop, and adjacent areas, and maintaining and keeping all drains in working order and clear of debris and other obstructions. III. LIMITATIONS and EXCLUSIONS A. This No-Dollar Limit Warranty does not apply to a Duro-Last System installed on a single-family residence. B. Duro-Last shall not be liable for damages arising from defects in the design or construction of the building or roof assembly, including inadequate or insufficient drainage; nor shall Duro-Last be liable for any other products aside from the Duro-Last System. C. Duro-Last is not liable for any Duro-Last System defect or failure nor for subsequent damages arising from Acts of God or causes outside Duro-Last’s control including, but not limited to: 1) Damage caused by winds in excess of ___ mph, fire, lightning, hurricane, hail, tornado, flood, earthquake, animals, insects; or 2) Damage caused by accident, vandalism, intentional act, negligence or failure to use reasonable care, whether on the part of the Owner or another; or 3) Damage caused by any unauthorized modification to the Duro-Last System including, but not limited to: damage caused by unauthorized components used in installation or repair, by additional equipment or structures added to or made a part of the roof, by traffic, or by chemicals not normally found in nature or the like; or 4) Interior condensation and/or moisture entering the Duro-Last System through walls, copings, structural defects, HVAC systems, or any part of the building structure, including from adjacent buildings. D. Duro-Last does not warrant the watertightness of metal products that are located outside of the termination of the Duro-Last membrane. E. Duro-Last does not warrant against color change and/or pattern change and/or print change in the Duro-Last System. F. Duro-Last shall have no liability under any theory of law for any claims, repairs, or other damages relating to the presence of asbestos or any vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like on or in the Duro-Last System or in the building or in the air or water serving the building. G. This No-Dollar Limit Warranty is transferable to subsequent Owners only upon the express written consent of Duro-Last and at Duro-Last’s sole discretion. Duro-Last reserves the right to require an inspection of the Duro-Last System prior to transfer of this NoDollar Limit Warranty. The Owner (undersigned below) must pay a $500 warranty transfer fee and must also pay for any non-warranted repairs identified by Duro-Last during any pre-transfer inspection. A transfer of this No-Dollar Limit Warranty shall not be effective unless all outstanding Duro-Last invoices have been satisfied. H. This No-Dollar Limit Warranty must be signed by a Duro-Last Quality Assurance Manager. Coverage under the terms of this NoDollar Limit Warranty begins on the Effective Date. The Effective Date is determined by Duro-Last. Failure of the Owner or Contractor to sign this No-Dollar Limit Warranty does not alter the Effective Date. OVER: CONTINUED ON BACK

I. This No-Dollar Limit Warranty shall be governed by the laws of the State of Michigan without regard to principles of conflicts of law. Duro-Last and Owner hereby agree that the Circuit Court for the County of Saginaw, State of Michigan, or the United States Federal District Court for the Eastern District of Michigan in Bay City shall have the exclusive jurisdiction to determine any and all disputes, or claims relating to this No-Dollar Limit Warranty and do hereby submit themselves to the sole personal jurisdiction of those Courts. J. No claim, suit, or other proceeding arising out of or related to the Duro-Last products or these terms, including without limitation this No-Dollar Limit Warranty, may be brought by the Owner or anyone else after one (1) year from the date it accrues. K. Duro-Last does not waive any rights under this No-Dollar Limit Warranty by refraining from exercising its rights in full in one or more instances.

THIS NO-DOLLAR LIMIT WARRANTY AND THE RESPONSIBILITIES AND REMEDIES STATED HEREIN ARE EXPRESSLY AGREED TO BY OWNER AND DURO-LAST AND CONSTITUTE THE SOLE WARRANTY AND REMEDIES OF THE OWNER FOR ANY ALLEGED DEFECT OR FAILURE OF THE DURO-LAST SYSTEM, WHETHER MEMBRANE, ACCESSORIES, OR CONTRACTOR WORKMANSHIP.

THERE ARE NO WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (EITHER EXPRESS OR IMPLIED IN FACT, LAW OR CUSTOM) THAT EXTEND BEYOND THE EXPRESS TERMS STATED IN THIS NO-DOLLAR LIMIT WARRANTY TO THE FULL EXTENT DISCLAIMER IS PERMITTED BY LAW. OWNER AND DURO-LAST TOGETHER JOINTLY DISCLAIM ANY OTHER OR FURTHER WARRANTIES EXCEPT THOSE INCLUDED IN THIS DOCUMENT. IN ANY EVENT, ANY IMPLIED WARRANTY THAT MAY ARISE BY LAW IS LIMITED IN DURATION TO THE TERM HEREIN. THE REPAIR, OR REPLACEMENT PROVIDED HEREIN IS EXCLUSIVE AND IN LIEU OF ALL OTHER REMEDIES. DURO-LAST WILL HAVE NO LIABILITY TO ANYONE FOR CONSEQUENTIAL, SPECIAL, INCIDENTAL, INDIRECT, EXEMPLARY, OR PUNITIVE DAMAGES OF ANY KIND WHATSOEVER, INCLUDING WITHOUT LIMITATION PROPERTY DAMAGE, LOST PROFITS, LOST USE OR ANY OTHER PECUNIARY DAMAGE, WHETHER DUE TO ANY DEFECT IN THE PRODUCTS, BREACH OF THIS AGREEMENT, DELAY, NON-DELIVERY, NON-PERFORMANCE, RECALL, OR ANY OTHER REASON. ALL CLAIMS FOR NEGLIGENCE AND FOR FAILURE OF ESSENTIAL PURPOSE ARE EXPRESSLY WAIVED, RELEASED, AND EXCLUDED.

THERE ARE NO THIRD-PARTY BENEFICIARIES TO THESE TERMS. OWNER ACKNOWLEDGES THESE LIMITATIONS AND WAIVERS, DECLARES THAT THEY HAVE BEEN READ AND UNDERSTOOD, AND AGREES TO BE SO BOUND. ANY PAYMENT FOR THE DURO-LAST SYSTEM OR REGISTRATION OF THE WARRANTY WITH DURO-LAST SIGNIFIES THAT THE OWNER HAS VOLUNTARILY AND KNOWINGLY CONSENTED TO ALL TERMS.

The Contractor is not an agent of Duro-Last and does not have authority to bind Duro-Last. If any Contractor or sales representative made any statements about Duro-Last, its products, services, obligations, or warranties, those statements cannot be relied upon by Owner or any other party and cannot be attributed to Duro-Last. Furthermore, no person may change or modify any terms or conditions of this No-Dollar Limit Warranty, unless in writing and signed by the authorized representative of the Owner and by a Duro-Last officer or by the Duro-Last Quality Assurance Manager. SOME STATES DO NOT ALLOW LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS, SO SUCH A LIMITATION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU MAY ALSO HAVE OTHER RIGHTS THAT VARY FROM STATE TO STATE. If any provision or individual term herein is invalid or unenforceable under any applicable law, the provision or term will be ineffective to that extent and for the duration of the illegality, but the remaining provisions and terms will be unaffected. DURO-LAST®, INC. 525 Morley Drive Saginaw, MI 48601

_____________________________________ Name of Building

_____________________________________ Address of Building

_____________________________________ City, State & Zip of Building

_____________________________________ Building Designation

_______________ Effective Date

_______________ Serial No.

_____________________________________________ Signature of Duro-Last QA Manager

________________________________________ Signature of Owner

________________________________________ Owner (printed)

________________________________________ Signature of Contractor

________________________________________ Contractor (printed)

____________ Square Footage

_______________ Warranty No.

DURO-LAST / DURO-TUFF / DURO-FLEECE / DURO-FLEECE PLUS / DURO-LAST EV ULTRA 20-YEAR NDL HIGH WIND 4/2/15

Submittal

To: WorthGroup Architects + Designers 900 S Broaddway, Ste. 150 Denver, CO 80209

Qty

Source Quote: 17-0648 Entry Date: 7/28/2017 Project: CHINOOK WINDS PARKING STRUCTURE Original Submittal for Prior Approval 1 Copy of Submittals is Attached Description

Type

Mfg

P1

Gardco

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ LED AREA LIGHT TYPE IV

PP1

Gardco

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ LED AREA LIGHT TYPE IV 2@180

P2

Gardco

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ LED AREA LIGHT TYPE IV

P3

Gardco

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ LED AREA LIGHT TYPE II W/ HOUSE SIDE SHIELD

S1

Day-Brite

FSS455L840-UNV-DIM LED STRIP

S1E

Day-Brite

FSS455L840-UNV-DIM-EMLED LED STRIP W/ EM

W1

Stonco

LPW16-58BZ OUTDOOR LED SCONCE

W1-ALT

Gardco

101L-16L-530-NW-G1-3-EBPC-277-BZ OUTDOOR LED SCONCE W/ EM SPECIFIED PRODUCT DOES NOT MEET REQUIREMENTS DESCRIBED IN DESCRIPTION. OFFERING ALTERNATE PRODUCT THAT DOES.

W2

Legion

127W12ALL240CGWGUNVSL LED VAPORPROOF WALL MOUNT LED

W2-ALT

Evenlite

WLEMBZ WET LOCATION LED EM LIGHT SPECIFIED PRODUCT DOES NOT MEET REQUIREMENTS DESCRIBED IN DESCRIPTION. OFFERING ALTERNATE PRODUCT THAT DOES.

X1

Evenlite

TLPGUW

Remarks: Page 1 of 2

LED EXIT W/ EM LIGHT X1-ALT

Evenlite

TWLCOMG1W LED EXIT W/ EM LIGHT / WET LOCATION SPECIFIED PRODUCT DOES NOT MEET REQUIREMENTS DESCRIBED IN DESCRIPTION. OFFERING ALTERNATE PRODUCT THAT DOES.

Page 2 of 2

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE P1, Lithonia KAD Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Gardco Gardco 855-486-2216 Gardco

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Gardco, ECF-S-48L-900-NW-G2-AR-4-UNV-BZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Provide as specified. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1 TYPE P1-P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P1

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE PP1, Lithonia KAD Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Gardco Gardco 855-486-2216 Gardco

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Gardco, ECF-S-48L-900-NW-G2-AR-4-UNV-BZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Provide as specified. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1 TYPE P1-P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

PP1

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE P2, Lithonia KAD Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Gardco Gardco 855-486-2216 Gardco

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Gardco, ECF-S-48L-900-NW-G2-AR-4-UNV-BZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Provide as specified. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2 TYPE P1-P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

Description : Project Name: Notes:

ECF-S-48L-900-NW-G2-AR-4-UNV-BZ CHINOOK WINDS PARKING STRUCTURE

TYPE:

P2

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE P3, Lithonia KAD Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Gardco Gardco 855-486-2216 Gardco

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Gardco, ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Provide as specified. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3 TYPE P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

Description :

ECF-S-48L-900-NW-G2-AR-2-UNV-HIS-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

P3

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE S1, Lithonia ZL1N Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Day-Brite Day-Brite 855-486-2216 Day-Brite

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Day-Brite, FSS455L840-UNV-DIM What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Description :

FSS455L840-UNV-DIM

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1 TYPE S1

Description :

FSS455L840-UNV-DIM

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1

Description :

FSS455L840-UNV-DIM

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1

Description :

FSS455L840-UNV-DIM

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1

Description :

FSS455L840-UNV-DIM

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1

Description :

FSS455L840-UNV-DIM

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE S1E, Lithonia ZL1N Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Day-Brite Day-Brite 855-486-2216 Day-Brite

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Day-Brite, FSS455L840-UNV-DIM-EMLED What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Description :

FSS455L840-UNV-DIM-EMLED

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1E TYPE S1E

Description :

FSS455L840-UNV-DIM-EMLED

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1E

Description :

FSS455L840-UNV-DIM-EMLED

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1E

Description :

FSS455L840-UNV-DIM-EMLED

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1E

Description :

FSS455L840-UNV-DIM-EMLED

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1E

Description :

FSS455L840-UNV-DIM-EMLED

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

S1E

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE W1, Lithonia KAXW Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Stonco Stonco 855-486-2216 Stonco

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Stonco, LPW16-58BZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Description :

LPW16-58BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

TYPE:

W1

Notes:

TYPE W1

Description :

LPW16-58BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1

Description :

LPW16-58BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE W1-ALT, Lithonia KAXW Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Gardco Gardco 855-486-2216 Gardco

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Gardco, 101L-16L-530-NW-G1-3-EBPC-277-BZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Provide W1 Alt with battery back up at full output. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

TYPE W1-ALT

Specified product does not meet requirements described in description. Offering alternate product that does.

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

Description :

101L-16L-530-NW-G1-3-EBPC-277-BZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W1-ALT

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE W2, Lithonia OLVTWM Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Legion Legion 800-453-4466 Legion

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Legion, 127W12ALL240CGWGUNVSL What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Description :

127W12ALL240CGWGUNVSL

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

W2 TYPE W2

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE W2-ALT, Lithonia OLVTWM Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Evenlite Evenlite 800-872-0879 Evenlite

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Evenlite, WLEMBZ What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Provide W2 Alt with battery back up at full output. Submit to owner for approval. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description :

WLEMBZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

TYPE:

W2-ALT

Notes:

TYPE W2-ALT

Description :

WLEMBZ

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

Specified product does not meet requirements described in description. Offering alternate product that does.

TYPE:

W2-ALT

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE X1, Lithonia ECBG Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Evenlite Evenlite 800-872-0879 Evenlite

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Evenlite, TLPGUW What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Combination emergency lighting not required for exit signs. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description :

TLPGUW

Project Name:

CHINOOK WINDS PARKING STRUCTURE

TYPE:

X1

Notes:

TYPE X1

Description :

TLPGUW

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

TYPE:

X1

SUBSTITUTION REQUEST FORM A COPY OF THIS FORM MUST ACCOMPANY EVERY SUBSTITUTION REQUEST

Chinook Winds Casino Resort – Parking Garage

Project:

___ ___ ___ ___ ___ ___ - ___ ___ ___

16-211 Worth Group Architects 900 S Broadway, Suite 150 Denver, CO 80209 303-649-1095 phone Project Manager: Laurissa Gibson [email protected]

Architect:

Section No. A = Shop Dwg. P = Product Data S = Sample Submittal No.

Specification Title: Paragraph No. Description:

SHEET E-000 LUMINAIRE SCHEDULE TYPE X1-ALT, Lithonia ECBG Series

Manufacturer: Suppliers Name: Telephone No. Contact:

Evenlite Evenlite 800-872-0879 Evenlite

Product Comparison (include the salient characteristics of the specified and substituted product): (continue on separate sheets and attach, if necessary)

Evenlite, TWLCOMG1W What changes are required for other trades or trade for which the product is being substituted: (continue on separate sheets and attach, if necessary) NONE

X If Yes, Will changes be required to building design in order to properly install proposed substitution? Yes___No___ explain:__________________________________________________________________________ X Will this substitution affect drawing dimensions? Yes___ No___ X Will this substitution have any effect on the project schedule? Yes___ No___ If yes explain:____________________________________________________________________ X If yes, Will this substitution require more license fees or royalties than the specified product? Yes___ No___ explain:____________________________________________ X No___ If yes, Does the manufacturer’s warranty of the proposed substitution differ from that specified? Yes___ explain:__________________________________________ Will maintenance and service parts be locally available for substitution? Yes___ X No___ If yes, identify city name and state:________________________________ If no, explain:___________________________________________________________________ Will the undersigned pay for changes to the building design, including engineering and drawings costs, caused by the requested X substitution? Yes___ No___ If this request also involves a previously specified or selected color provide four(4) equal samples as well as samples of the specified color(s). NOTE, SAMPLES MUST BE ACTUAL SAMPLES REPRODUCTIONS OR FACSIMILES OF COLORS WILL NOT BE ACCEPTED.

David Wray Submitted by:____________________________ _______Accepted

_______Accepted As Noted

Signature:_______________________________

For Architect’s Use Only: _______Not Accepted

________Received Too Late

Laurissa Gibson

8-4-2017

By:_____________________________ Date:_____________

Combination emergency lighting not required for exit signs. Provide documentation fixture has a marine grade finish and is capable of withstanding salt spray testing.

Description :

TWLCOMG1W

Project Name:

CHINOOK WINDS PARKING STRUCTURE

TYPE:

X1-ALT

Notes:

TYPE X1-ALT

Description :

TWLCOMG1W

Project Name:

CHINOOK WINDS PARKING STRUCTURE

Notes:

Specified product does not meet requirements described in description. Offering alternate product that does.

TYPE:

X1-ALT

FS

FS 4"SS

SF

SF

E TOP OF WALL TW=XXX.XX BW=XXX.XX RETAINING WALL BOTTOM OF WALL AT FINISH GRADE

GINEER EN 80055PE

D

M

AY 14 2 1, 2 0

9755 SW Barnes Rd, Suite 300 Portland, OR 97225 503-626-0455 Fax 503-526-0775 www.whpacific.com

C

PARKING STRUCTURE CHINOOK WINDS LINCOLN CITY, OR

08-04-2017 Addendum 2

B

GRADING AND EROSION CONTROL PLAN

CONSTRUCTION DOCUMENTS All Drawings and Specifications for this Project are the sole property ot the Architect. They shall be used only with respect to this Project. Any use or reproduction of this Drawing in whole or part by any means whatsoever is strictly prohibited, except with the specific written consent of WORTHGROUP ARCHITECTS.

COPYRIGHT 2016

DUE TO THE HEIGHT AND LOCATION OF THE PROPOSED PARKING GARAGE AND ASSOCIATED WALLS, THE CONTRACTOR SHALL SHORE AND/OR ENSURE THE EXISTING ROAD, SIDEWALK, AND UTILITIES ARE PROTECTED IN-PLACE FOR DURATION OF CONSTRUCTION.

A

As indicated

16-211

07-07-2017

C2.0 6

5

4

3

2

1

E

FS

FS 4"SS

GINEER EN 80055PE

D

M

AY 14 2 1, 2 0

9755 SW Barnes Rd, Suite 300 Portland, OR 97225 503-626-0455 Fax 503-526-0775 www.whpacific.com

C

PARKING STRUCTURE CHINOOK WINDS LINCOLN CITY, OR

08-04-2017 Addendum 2

B

CONTRACTOR SHALL POTHOLE ALL POTENTIAL UTILITY CONFLICTS ONE WEEK PRIOR TO COMMENCEMENT OF WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES WITHIN 48 HOURS .

COMPOSITE UTILITY PLAN

CONSTRUCTION DOCUMENTS All Drawings and Specifications for this Project are the sole property ot the Architect. They shall be used only with respect to this Project. Any use or reproduction of this Drawing in whole or part by any means whatsoever is strictly prohibited, except with the specific written consent of WORTHGROUP ARCHITECTS.

COPYRIGHT 2016

A

As indicated

16-211

07-07-2017

C3.0 6

5

4

3

2

1

A

B

C

D

E

F

G

H

J

K

900 SOUTH BROADWAY, SUITE 150 DENVER, COLORADO 80209 303-649-1095 FAX 303-649-1098

L

4

9400 GATEWAY DRIVE, SUITE B RENO, NEVADA 89521-8993 775-852-3977 FAX 775-852-6543 www.worthgroup.com

R TE

01 ME 5 N DY

OREGON

REG

NA L

N JA D N BRA

SHELL SPACE 102

ED P ROF ES S I NE ENG ER

IO

IS

PROFESSIONAL SEAL:

O N UA R Y 1 5, 2 E A L L E N E TCH Exp. 12-31-17 17 4/ 0 / Signed: 08

SCALE: 1/4" = 1'-0"

CONSULTANT:

SOUTH STAIRS 100

E T C H E M E N D Y E N G I N E E R I N G I N C

3

10597 DOUBLE R BLVD RENO, NV 89521 P. 775-853-1131 F. 775-852-2352 [email protected]

PARTIAL WASTE AND VENT PIPING PLAN

CLIENT/PROJECT:

LEVEL 1 PARKING 105

PARKING STRUCTURE CHINOOK WINDS

2

LINCOLN CITY, OR

PARTIAL WATER PIPING PLAN SCALE: 1/4" = 1'-0"

8-4-2017

Addendum 2

1.5 SHEET DESCRIPTION

LEVEL 1 PLUMBING PLAN

1

CONSTRUCTION DOCUMENTS All Drawings and Specifications for this Project are the sole property ot the Architect. They shall be used only with respect to this Project. Any use or reproduction of this Drawing in whole or part by any means whatsoever is strictly prohibited, except with the specific written consent of WORTHGROUP ARCHITECTS.

COPYRIGHT 2016

KEY PLAN

LEVEL 1 PLUMBING PLAN SCALE: 3/32" = 1'-0"

DRAWING SCALE:

EEI PROJECT NUMBER:

As indicated PROGRESS DATE:

7 JULY 2017 SHEET NUMBER:

P1.1

16113

900 SOUTH BROADWAY, SUITE 150 DENVER, COLORADO 80209 303-649-1095 FAX 303-649-1098 9400 GATEWAY DRIVE, SUITE B RENO, NEVADA 89521-8993 775-852-3977 FAX 775-852-6543 www.worthgroup.com

R TE

ED P ROF ES S I NE ENG ER

01 ME 5 N DY

N JA D N BRA

OREGON

NA L

REG

IO

IS

PROFESSIONAL SEAL:

O N UA R Y 1 5, 2 E A L L E N E TCH Exp. 12-31-17 17 4/ 0 / Signed: 08

GAS PIPING ISOMETRIC SCALE: NOT TO SCALE

WASTE & VENT PIPING ISOMETRIC

10597 DOUBLE R BLVD RENO, NV 89521 P. 775-853-1131 F. 775-852-2352 [email protected]

E T C H E M E N D Y E N G I N E E R I N G I N C

CONSULTANT:

CLIENT/PROJECT:

SCALE: NOT TO SCALE

PARKING STRUCTURE CHINOOK WINDS LINCOLN CITY, OR

8-4-2017

Addendum 2

WATER PIPING ISOMETRIC SCALE: NOT TO SCALE

SHEET DESCRIPTION

PLUMBING ISOMETRICS

CONSTRUCTION DOCUMENTS All Drawings and Specifications for this Project are the sole property ot the Architect. They shall be used only with respect to this Project. Any use or reproduction of this Drawing in whole or part by any means whatsoever is strictly prohibited, except with the specific written consent of WORTHGROUP ARCHITECTS.

COPYRIGHT 2016

KEY PLAN

ROOF DRAIN PIPING ISOMETRIC SCALE: NOT TO SCALE

DRAWING SCALE:

EEI PROJECT NUMBER:

As indicated PROGRESS DATE:

7 JULY 2017 SHEET NUMBER:

P4.1

16113