CONDITIONS OF PERMIT BLC0-3-14-3149

Red Canyon Plaza, LLC/Bill Inverso

Apply lntumescent Coating/Rated Wall

3768 Hwy 82

GWS, CO

1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IFC, AND MANUFACTURERS INSTALLATION SPECIFICATIONS.

2) ALL WORK IS INTENDED TO SATISFY FIRE DISTRICT REQUIREMENTS. APPLY INTUMESCENT COATING TO FLOOR-CEILING ASSEMBLY. PROVIDE A ONE (1) HOUR FIRE RATED PARTITION AT MECHANICAL ROOM. SEE ATIACHED GYPSUM ASSOCIATION DETAILS FOR RATED ASSEMBLY OPTIONS.

3) FIRE DISTRICT FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 4) GARFIELD COUNTY FINAL/COMPLETION INSPECTION REQUIRED.

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David Bartholomew

From: Sent: To: Cc: Subject:

Ron,

Andy Schwaller Thursday, March 13, 2014 9:42 AM Ron Biggers David Bartholomew; Glenn Hartmann Bill Inverso

We approved an intumesent spray for the ceiling of the first floor to give a 1 hour fire rated protection to the floor/ceiling assembly. Mr. Inverso will be in for a building permit for this and the other items on your referral list as part of the land use permit for a medical marijuana operation. They will also be applying for a building permit to remodel a tenant finish for the building. Hopefully this will be happening in the next week or two. As part of the permits, you will be involved with inspections of the units. In hopes of not getting the applicant in a cross fire between jurisdictions, what do you want to review prior to construction and during construction?

Thanks, Andy

1

GUARDIAN FIRE TESTING LABORATORIES, INC.

480 Hinman Ave. (Lab) Buffalo, NY 14216-1021 Phone: 716 877 2760 Fax: 716 835 5682

l.S.O. 17025 - Testing I.S.O. 17020 - Inspections

I.S.O. Guide 65 - Certification www.firetesting.com

email : gftli@earthlink.net

This engineering evaluation report is accredited and meets the requirements of ISO/IEC 17025 as verified by ANSI/ ASQ National Accreditation Board/ A CLASS. Refer to certificate and scope of accreditation Report AT 1247

March 4, 2014

ENGINEERING EVALUATION REPORT PRODUCT:

Pagel of3 EER26414

Shield Industries, Inc. Forcefield FireGuard E-84®Intumescent Coating applied to Floor/Ceiling Assembly : Existing l O" x 2 1/2" Steel Purlin considered light weight, 20" x 7" Structural Steel I-Beam considered heavy weight, and two layers of3/4 .. OSB Sturd-1-Floor.(See Attached Photos)

CLIENT:

PROJE

RE:

'f~v~ Aspen Insulation 2509 S Grand Ave Glenwood Sprin~s~~..u.u<.>!......~ 76·t, ~,~ Re Canyon Plaza - 3768 Hwy 82 Glenwood prings, CO 8160 l g ¥ f/15.

---J;...+·...u.· g-l-0" x 2 l/2" Steel in considered li~ht weight, 20" x 7" Structur!?&~I-B m / r;'lf considered heavy weight, and two layers of 3/4 ' OSB Sturd-1-Floor, FireGuard E-84® Intumescent coating applied to the exposed OSB, Steel Purlins and Structural Steel I-Beams in this Floor/Ceiling assembly.

FLOOR/CEILING CONSTRUCTION: Existing 10" x 2 1/2" Steel Purlin considered light weight, 20" x 7" Structural Steel I-Beam considered heavy weight, and two layers of 314" OSB Sturd-1-FJoor.

REQUIRED FIRE RATING: 1 Hour

UPGRADE REQUIRED: To increase the fire rating to 1 hour for the above mentioned floor/ceiling assembly apply 30mil dry thickness ofFireGuard E-84® lntumescent Coating to the exposed OSB decking, 60mil dry thickness of FireGuard E-84® Intumescent Coating to the exposed steel purlins and 30 mil dry thickness applied to the 20" x 7" Structural Steel 1-Beam in accordance to manufacturer' s installation instructions.

DOCUMENTATION: Evaluated to: ASTM E-119-lOb, UL 263, NFPA 251, ULC-S-101 Building Construction and Materials

I

REFERENCES: Guardian Fire Test Reports: GL-115411, GL-115611 , and GL 88311

Dr. I.aura A Hinton. P.L C.Q.E. Dirc1:tor of Inspection~

*FireGuard E-84 is a registered trademark of Shield Industries, Inc.

Assembly Pictures

Steel Purlins

Top View 2 Sheets :W' OSB

Page 2 of3 EER264 14

Bottom View 2 Sheets f.1" OSB

Purlins Intersecting I-Beam

2 Sheets W' OSB Attached to Steel Purl ins

Page 3 of3 EER26414

November 11, 2011

Bill Inverso

Architectural Furniture & Cabinetry

3768 Highway 82

Glenwood Springs, CO 81601

Dear Bill,

Enclosed is the inspection report that we conducted on your Red Canyon Plaza building on Tuesday

November 1, 2012. It covers the main violations found in the rental spaces in the building. I have

included copies of the code sections that cover the main violations for your review. Presently as we

discussed there are a number of serious code violations present in your building that the existing

tenants may not be willing to do what is necessary to eliminate them.

Other building and site fire protection requirements:

1. As we discussed the exposed chip board ceiling that is in most of the first floor spaces is required to

be protected by a one hour fire barrier. I the included a copy of the letter from Bill Harding, Glenwood

Springs Fire Department, to Mr. Arno, Garfield County Building Department, on May 29, 2001 it contains

a couple of construction applications that can be used to obtains the fire rated barrier. Alternative fire

rated materials other than those describe in the letter can be researched and possibly used if approved

by the Glenwood Springs Fire Department staff and the Garfield County Head Building Official.

2. The fire alarm system shall be upgraded by adding code compliant notification and detection

~ ~ throughout the building. This mainly involves installing notification devices and manual pull stations

_,-. V~ )T. because the building is sprinklered.

3. Grounds; Fire equipment access to building, fire department connections and fire pump house shall f, j) t)f not be obstructed by storage or other items.

t' 4. A Knox key box shall be installed on the building. This is a secured key box that only the fire

fvr~(l ( department has access to. Application to order this box is obtained from the Glenwood Springs Fire

· Department.

5. Heating mechanical equipment shall be enclosed in a one hour fire rated enclosure. Sprinkler

coverage shall also be extended into this room.

6. The design and coverage of the present sprinkler system shall be eva luated by a Colorado State

licensed sprinkler contractor to determine if its design and coverage is adequate to protect the current

occupancies and uses.

The fire retardant treatment material I said I have is on wood that is impregnated with fire retardant in

the manufacturing process so it will not work for this application. So you will need to research

alternative fire proofing materials if sheet rock is not used to cover the exposed chip board ceilings.

If you have questions on items in the report please contact me.

Sincerely,

Ronald L Biggers

Deputy Fire Marshal

Glenwood Springs Fire Department

970-384-6433

70 GA-600-2009 FIRE RESISTANCE DESIGN MANUAL

WALLS AND INTERIOR PARTITIONS~WOOD FRAMED

GA FILE NO. WP 3644 I I ~ENERIC I GYPSUM WALLBOARD, WOOD STUDS,

MINERAL FIBER INSULATION

One layer 5/a" type X gypsum wallboard applied at right angles to each side of 2 x 4 wood studs 16" o.c. with 21/4'' Type S or W drywall screws 12" o.c. 31/2'' mineral fiber insulation, nominal 2.5 pcf, friction fit in stud space.

Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides.

Tested at 2,578 lbs per stud or 100 percent of design load. (LOAD-BEARING)

GA FILE NO. WP 3645 I I ( PR9 PRIETARY* I GYPSUM PANEL PRODUCTS, WOOD STUDS

One layer 5/a" thick proprietary type X gypsum board applied parallel or at right angles to ONE SIDE of 2 x 4 wood studs 16" o.c. with 6d coated nails, 17/a" long, 0.0915" shank, 1/4'' heads 7" o.c.

OPPOSITE SIDE: One layer 5/a" proprietary type X glass mat gypsum substrate applied parallel or at right angles to studs with 6d coated nails, 17/a" long, 0.0915" shank, 1/4'' heads, 7" o.c.

)

Joints staggered 16" on opposite sides. (LOAD-BEARING)

PROPRIETARY GYPSUM PANEL PRODUCTS Temple-Inland - 5/a" GreenGlass Type X

• 5/a" Type X

GA FILE NO. WP 3660 I I I GENERIC I GYPSUM WALLBOARD, WOOD STUDS

One layer 5/a" type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 16' o.c. with 21/4'' Type Sor W drywall screws 7" o.c.

Vertical joints staggered 16' o.c. , horizontal joints staggered 24" o.c., on opposite sides.

Tested at 5, 156 lbs per stud or 100 percent of design load. (LOAD-BEARING)

\.1_HOUR - [FIRE

-J

Thickness: 43/4" Approx. Weight: 7.5 psf Fire Test: ITS J20-06170.1, 4-00

1 HOUR FIRE

Thickness: Approx. Weight:

43/4' 7 psf

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Fire Test: UL R6937, 06NK17692, 9-1 9-08, UL Design U305

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1 HOUR FIRE

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Thickness: 63/4" Approx. Weight: 8 psf

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Fire Test: ITS J99-22441 .2, 10-99

*Contact the manufacturer for more detailed mformat10n on propnetary products.

38 GA-600-2009 FIRE RESISTANCE DESIGN MANUAL

WALLS AND INTERIOR PARTITIONS,lNONCOMBUSTIBLE

GA FILE NO. WP 1350 I I \GENERIC I ) GYPSUM WALLBOARD, STEEL STUDS

)

One layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 35/a" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs.

Joints staggered 24" on opposite sides. (NLB)

GA FILE NO. WP 1370 I I GENERIC I GYPSUM PLASTER, GYPSUM LATH, STEEL STUDS

112• 1 :2 gypsum-sand plaster applied over 3/a" type X gypsum lath applied at right angles to each side of 21/2'' steel studs 24" o.c. with two 1" Type S drywall screws at each stucj and two butt joint clips per lath at lath ends. (NLB)

GA FILE NO. WP 1380 I I GENERIC I SOLID GYPSUM PLASTER, METAL LATH, METAL CHANNEL

2" solid 1: 11/2 gypsum-sand plaster applied over 2.5 lb. metal lath wire tied 6" o.c. to one side of3/4" cold rolled channel studs 16" o.c. embedded in the plaster. (NLB)

{1 HOUR l FIRE

35 to 39 STC SOUND

-· : 11 : I Thickness: Approx. Weight: Fire Test:

Sound Test:

4111• 6 psf FM WP-45, 6-19-68; OSU T-1770, 8-61 ; ULC 79T484, 79T500, 79T497, 8-12-81 , ULC Design W415 NGC 2005004, 6-15-05 RAL TLOB-114, 4-11-06

I 1 HOUR I FIRE

35 to 39 STC SOUND

'----------1

~::Id ·_,,,_· .. : _,_,. ~ Thickness: Approx. Weight: Fire Test: Sound Test:

41/4" 14 psf UC, 12-21-65 RAL TL63-268, 6-4-63

I 1 HOUR II 35 to 39 STC FIRE SOUND ...__ _____ _.

Thickness: Limiting Height: Approx. Weight: Fire Test: Sound Test:

2" 12'6" 18 psf OSU T-129, 3-16-48 BMS 144/523, 2-25-55; NBS Monograph 77, 11-30-64

GA-600-2009 FIRE RESISTANCE DESIGN MANUAL 31

WALLS AND INTERIOR PARTITIONS\ NONCOMBUSTIBLE 11

GA FILE NO. WP 1071 I I PROPRIETARY* I GYPSUM WALLBOARD, STEEL STUDS,

MINERAL FIBER INSULATION

One layer 1/2'' proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 21/2'' steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 2" mineral fiber insulation, 3.0 pct, friction fit in stud space.

Vertical joints staggered 24" on each side and on opposite sides. Horizontal joints need not be staggered. (NLB)

PROPRIETARY GYPSUM BOARD National Gypsum Company - 1/2'' Gold Bond® Brand FIRE-SHIELD C™

Gypsum Board

GA FILE NO. WP 1072 I I \.GENERIC I GYPSUM WALLBOARD, STEEL STUDS

One layer S/s" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 35/s'' steel studs 24" o.c. with 1· Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs.

Joints staggered 24" on each side and on opposite sides. Sound tested with 3112• glass fiber friction fit in stud space. (NLB)

GA FILE NO. WP 1073 I I PROPRIETARY* I GLASS MAT GYPSUM SUBSTRATE, STEEL STUDS,

GLASS FIBER INSULATION

One layer 1/2'' proprietary glass mat water-resistant gypsum backing board applied parallel to each side of 2112· steel studs 16" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 3112· glass fiber insulation, 0.526 pct, friction fit in stud space.

Joints staggered 16" on opposite sides and covered with 10 x 10 mesh glass tape and tile adhesive. (NLB)

PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC - 112• DensShield®

1 HOUR FIRE

45 to 49 STC SOUND

Thickness: Approx. Weight: Fire Test:

Sound Test:

3112" 5 psf

I

UL R3501, 93NK22748, 9-15-93, UL Design V401; FM WP-731, 9-12-84 See WP 1070 (RAL TL69-42, 10-17-68)

I \_1 HOUR l. FIRE

45 to 49 STC SOUND

-:1.

Thickness: Approx. Weight: Fire Test:

Sound Test:

47/s" 6 psf

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. ;,: ,1 11 • • • , , , 11 1 ° 1 1 1 ' <\\ I ol lo 1 1 II 1 ' I I. I 11 1 1 1

I I I I i I I Ii i . 0,, ,, 11 I :1 • •i. • ", • ' •'

See WP 1350 (FM WP-45, 6-19-68; OSU T-1770, 8-61; ULC 79T484, 79T500,79T497, 8-12-81, ULC Design W415) NRCC 816-NV, 2-3-81

I 1 HOUR I 45 to 49 STC

FIRE SOUND .________. '--------!

. . ·j . . . . __ ;.:'·.:"·.:\:''.:•' .. / :'· .. :··.:'·.,:'·.:- ,,;, :· .... -.. .-.. .. -·.:\·'· :'·.:'· . .-···.:\i-' . . ' ·. ':;JJ' ·· T°7'"TT ' •' - ''':.i,'J: '~

} .... ! .. }. } .. ,i. } , ·.)-. . 1. ) .• _I.:, } .. / .. .J .. } •. ·:'· .i ... ,.i .. .! .. }, .·\ . .

Thickness: Approx. Weight: Fire Test: Sound Test:

31/2" 5 psf CTC 1897-1655, 1-11-88 See WP 1070 (RAL TL69-42, 10-17-68)

*Contact the manufacturer for more detailed mformat1on on propnetary products.

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