HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601 ~ \ Office:970·945-8212 Fax: 970·384-3470
Inspection Line: 970-384-5003 r\\ . (\ \} ---
Building Permit No. . L09 lp \}v )\~\ ' ~ t) _j~ ~~I .LO ... \,V --~-·)
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Parcel No: 2407-172-01-004 \ '/ rJ .
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Locality: Town Center ftg 1, blk1 Lot 4
Job Address: Sipprelle Dr, Parachute -·-·--·-· .. --·~--·--·~
Use of Building: remodel for office with residence above . .. " ·-~ . .
Owner: Rawhide Services , ___ :.:.:
Contractor: Owner
Fees: Plan Check: $ 1,737.94 Septic: ···--··-·-·, .. ___
Bldg Permit: $ 2,673.75 Other Fees:
---~-.~~M
Total Fees: $ 4,411.69
I Clerk: ~· Date: ~lQJ_Q_<Q_ I
12 Driveway Permit:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8'" Street, Suite401, Glenwood Springs, Co 81601
Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield-countv.com
Authority. This application for a Building Permit must be described above, or an authorized agent. If the signature below is not that of the Owner, a separate
letter of authority, signed by the Owner, must be p<e•vklodwi>th thisA!•pliootion.
Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department
Other Permits. Multiple separate permits may be required: (I) State Electrical Permit, (2) County JSDS P6rmit, (3) another permit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180
days after commencement.
CERTIFICATION
I hereby certify that I have read this Application and that the information ·co~tained above is true and correct. I understand that the Building Department accepts the Application, along with the plans
and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy.
Assuming completeJJess of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner. to construct the structure(s) and facilities detailed on
the submittals reviewed by the Building Department.
In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building
Code, JSDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location,
construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant permission to the Building Department to enter the property, described above, to inspect the work I further acknowledge that the issuance of the Building Permit does not prevent the
Building Official from: (l) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation
of County Regulation(s) or any other applicable law.
Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local Jaws and County Regulations rest with me and my authori1..ed agents, including without
limitation my architect · and/ or builder.
1 HEREBY HAVE READ AND UNDERSTAND THE NOTICE & CERTJFICA TION ABOVE:
STAFF USE ONLY
Special Conditions:
Adjusted Valuation: Pli7;~:r:;;~ Permit Fee: Manu home Fee: Mise Fees:
1<4()£:JU 1&13.11)
ISDSFee: Total Fees: Fees Paid: Balance Due:
Bf11110ate:
ISDS No & Issued Date:
Pt~ 4A /l.(..~ \1\.;H .~D' ' ZiJ:>10./ {
Setbacks: OCCGroup: ConstType: Zoning:
,/' \/?C'\ rY) ~\)!)
BL GDEPT:I j}~ PL GDEPT:Ii rb/ ~ 8 ~ 2 J. (!)'if "' 6-:?..J~ ..... ,.., -..
AFPROVAL ' DATE APPRO'{AL ) DATE
I
The following items are required by Garfield County for a final Inspection:
1) A final Electrical Inspection from the Colorado State Electrical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
DATE
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the issuance of
a permit it is important that complete information be provided. When reviewing a plan and it's discovered that
required information has not been provided by the applicant, this will result in the delay of the permit issuance
and in proceeding with building construction. The owner or contractor shall be required to provide this
information before the plan review can proceed. Other plans that are in line for review may be given attention
before the new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your project and
provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado
Registered Design Professional.
To provide for a more understandable plan and in order to determine compliance with the building, plumbing
and mechanical codes, applicants are requested to review the following checklist prior to and during design.
Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to
scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks,
balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade
1
line. A section showing in detail, from the bottom of the footing to the top ofthe roof, including re-bar,
anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap,
(which is required), siding or any approved building material. Engineered foundations may be required.
Check with. the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to
withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B
or C, and a 36 inch frost depth.
All sheets need to be identified by number and indexed. All of the above requirements must be met or your
plans will be returned.
All plans submitted must be incompliance with the 2003 IBC, IPC, IMC, IFGC, and IFC.
Applicants are required to indicate appropriately and to submit completed checklist at time of
application for a permit:
1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings,
setback easements, and utility easements showing distances to the property lines from each corner of
the proposed structure prepared by a licensed surveyor and has the surveyors signature and
professional stamp on the drawing? Slopes of30% or more on properties must be show on site plan.
(NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a
property line and not within a previously surveyed building envelope on a subdivision final plat shall
be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the
drawing. Any structure to be built within a building envelope of a lot shown on a recorded
subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the
proposed structure located within the envelope.
Yes t/
2. Does the site plan when applicable include the location of the l.S.D.S. (Individual Sewage Disposal System)
·and distances to the property lines, wells (on subject property and adjacent properties), streams or
water courses? This information must be certified by a licensed surveyor with their signature and
professional stamp on the design.
Yes Not necessary for this project /
3. Does the site plan indicate the location and direction of the State, County or private road accessing the
property?
Yes /
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado
Registered Engineer?
Yes Not necessary for this project ~·
2
5. Are the plans submitted for application review construction drawings and not drawings that are stamped or
marked identifYing them as "Not for construction, for permit issuance only", "Approval drawings
only", "For permit issuance only" or similar language?
Yes ,/ Not necessary for this project. __ _
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in
accordance with the building code or per stamped engineered design?
Yes~ Not necessary for this project __
7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this
building?
Yes __ Not necessary for this project~
8. Do the plans indicate the location and size of ventilation openmgs for under floor crawl spaces and the
clearances required between wood and earth?
Yes __ Not necessary for project~
9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and
soffits?
Yes t/ Not necessary for this project __
10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40
pounds per square foot in Garfield County)?
Yes~ Not necessary for this project __
11. Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes~ Not necessary for this project __
12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?
Yes i/ Not necessary for this project ----
13. Is the wind speed and exposure design included in the plan?
Yes~ Not necessary for this project __ ·
14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof
rafters or joists or trusses?
Yes V Not necessary for this project __
3
15. Does the building section drawing or other detail include the method of positive connection of all columns
and beams?
Yes / Not necessary for this project __
"' 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed
grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? ·I'>
(Check applicable zone district for building height maximum)
Yes _L Not necessary for this project __
17. Does the plan include any stove or zero clearance fireplace planned for installation including make and
model and Colorado Phase II certifications or Phase II EPA certification?
Yes __ Not necessary for this project~
18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with
the IBC or IRC?
Yes __ Not necessary for this project ~·
19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping
rooms and/or basements comply with the requirements of the IBC or IRC?
Yes V Not necessary for this project __
20. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes~ Not necessary for this project __
21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety
glazing for these areas?
Yes __ Not necessary for this project __
22. Do the plans include a complete design for all mechanical systems planned for installation in this building?
Yes~ No Not necessary for this project. __ _
4
23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in
the IBC Chapter 3)
Yes~ Not necessary for this project __ _
24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in
this building?
Yes __ Not necessary for this project /
25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the
plan? . ·
Yes~ Not necessary for this project __
26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and
both sexes are employed, facilities for both sexes?
Yes~ Not necessary for this project __
27. Do the plans jndicate that restrooms and access to the building are handicapped accessible?
Yes_/_ Not necessary for this project __
28. Have two (2) complete sets of construction drawings been submitted with the application?
Yes~
29. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes v.---
30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by
the Garfield County Building Department?
Yes /
31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For
comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks.
Yes r/
32. Do you understand that approval for design and/or construction changes are required prior to the
implementation of these changes?
Yes V
5
33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of
application and that you will be required to pay the "Permit" fee as well as any "Septic System" or
"Road Impact" fees required, at the time you pick up your building permit?
Yes ~
34. Are you aware that you are required to call for all inspections required under the IBC including approval on
a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building?
Yes--=:::::__
35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for
an Agent and that the party responsible for the project must comply with the Uniform Codes?
Yes v
36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested
inspection in order to receive it the following business day? Inspections will be made between
7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003.
Yes ,/
37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 r_y-inspection fee?
Yes v
38. Are you aware that prior to submittal of a building permit application you are required to show proof of a
legal and adequate access to the site? This may include (but is not limited to) proof of your right to use
a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway
Permit including a Notice to Proceed; a permit from the federal government or any combination. You
can co~tact the Road & Bridge Department at 625-8601. See Phone book for other agencies
Yes_r/_
39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber
to perform installations and hookups? The license number will be required at time of inspection.
Yes~
40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell
Schedule Number for the lot you are applying for this permit on prior to submittal of the building
permit3fplication? Your attention in this is appreciated.
Yes --
41. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues?
Yes ____L_ (Please check with the building department about this requirement)
6
42. Do you uuderstand that if you are planning on doing any excavating or grading to the property prior to
issuance of a building permit that you will be required to obtain a grading permit?
Yes v" Not necessary for this project_._. _
43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project
with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and
specifications for the project.
Yes~ Not Necessary for this project ____ _
I hereby acknowledge that I have read, understand, and answered these questions to the best of my
ability.
Date
Phone: ______ ( days); (evenings)
Project Name: __ -~'-'g'*'p.""'s"'-'.~k'"". ,,__,' &::_:_e_--'Sd=·· '-V-'----'-fc-=·e5c=..d)
Project Address: ____ s_· _I ~--'fff--"-{_,e.,'-H'--e_b___,r_· ._
Note:
On any of these questions you may be required to provide this information. If required information is not
supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the
permit.
*If you have answered "Not necessary for this project" on any of the questions and it is determined by the
Building Official that the information is necessary to review the application and plans to determine minimum
compliance with the adopted codes, please expect the following:
A. The application may be placed behind more recent applications for building permits in the review process
and not reviewed until required information has been provided and the application rotates again to first position
for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
BpcommDec2007
7
..
. GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 lRC, IBC, IFGC, IMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload (measured at the roof): 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000ft.
75PSF 8001 to 9000ft.
lOOP SF 9001 to lOOOOft.
Seismic design category: B
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B or C (see section R301.2.1.4)
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft.
elevation.
Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R-Values:
• Ceilings/roofs R values are: R-30 stick built
structures. R-38log construction and steel
rafter construction.
• Walls R values are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
• Floors R-values are R-19.
• Basement waJJ R-values are R-10 beiow ·
grade, R-19 above grade.
• Slab perimeter R-value and deptb is R-
10/36in.
• Crawl space wall R-values are R-10 below
grade and R-19 above grade
If floors over crawl spaces are not insulated, tbe crawl space waJJs must be
insulated. Basement wall must be insulated to frost deptb. Common walls
garage to house must have R -19 insulation. Common ceiling/floor garage
to house must have R-19. Take precautions to protect plumbing in tbese
areas.
N 11096 o. --------------------Assessor's Parcel No. 2407 -172-01-0().1
Date 9/1 0/2008
BUILDING PERMIT CARD
Job Address __ _:S:.:i.!:.p.!:.p:..:re:.::il:..::e:..:.D:.:r..:.. -=P-=a:.:.r:::.ac:.:h:.::.:u:.:t:..::e:.::.:/-=T-=o:..:.w:..:n.:...C.::...:..en:.:.t::e:.:..r..:.fl:s!g:.::.: • ..:.1 ,L:b::.:l::..:k-=1~, ::::.L:..::o.:..t :.::.:4 ______________ _
Owner ___ -,-__ ___:R..::.a_:w_:h_:i:..:d..::.e-=S:.:ce:.::.:rv.:...i:..:.c...:..es..:....... ______ Address 400 Yarrow Cir, P'chute Phone# 970-778-2641
Contractor ____ o_w_n_e_r _______ ~------· Address ___ s_a_m_e ________ Phone # 903-714-1214
Setbacks: Front ________ Rear _________ RH ______ LH ______ Zoning _______ __
remodel for office wl residence above
Soils Test-------------
Footing -----------------------'
Foundation ____________________ ::t-
Grout ______________ ~4-----~
Underground Plumbing---+:::+==-..----\
Rough PI umbi ng ---"<-----+---+-----"<
Framing ______ --\c---1'----+-----1
I nsulation -----------\:----1-----t---~
Roofing _______ _,-+----'1;:--,.,.-:;----,4.
Drywall --,..---------"rl-------:----
Gas Piping -------------"-------.:r::_v
INSPECTIONS
Weatherproofing _________________ _
Mechanical _________________ _
Electrical Rough (State)----------
Electrical Final (State) _____________ _
Final /Checklist Completed? ___ _ o Certificate Occupancy # .1"')\ Septic Syst~~e# __________________ __
/Y Date -----~-------------Final ____________________ _
Other ___________________________ _
NOTES
(continue on back)
COM check Software Version 3.5.2
Envelope Compliance Certificate
20031ECC
Report Date: 07/29/08
Data filename: Z:\2008 Projects\08072 Ellisron Building\Energy\Red Roof Office Building.cck
Section 1: Project Information
Project Type: New Construction
Project Title : Red Roof Office Building
Construction Site: Owner/Agent Designer/Contractor.
Battlement Mesa,
Section 2: General Information
Building Location {for weather data):
Climate Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 degrees F):
Vertical Glazing I Wall Area Pel.:
Activity Type(s)
Office
Other
Rifle, Colorado
15
6881
402
9%
Section 3: Requirements Checklist
Climate-Specific Requirements:
Component Name/Description
Roof 1: All-Wood JoisURafter/Truss
Exterior North: Metal Frame, 16" o.c.
Door 1: Glass, Tinted, SHGC 0.50
Door 2: Overhead
Exterior East: Metal Frame, 16" o.c.
Exterior South: Metal Frame, 16" o.c.
Exterior West: Metal Frame, 16" o.c.
Window 1: Metal Frame with Thennal Break:Double Pane, Tinted,
SHGC0.50
Below Grade Partition: CMU <=8 .. with Empty Cells. Furring: None
Floor 1: S!ab..Qn-Grade:Unheated
Gross Area Cavity Cont.
or Perimeter R~Value R·Value
12000 30.0 0.0
2550 19.0 0.0
72
207
1620 19.0 0.0
3200 19.0 0.0
2485 19.0 0.0
880
2635 5.0
380
(a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
Proposed
u .. factor
0.035
0.114
0.500
0.167
0.114
0.114
0.114
0.500
0.127
Budget
U·Factor
0.055
0.079
0.548
0.127
0.079
O.o79
0.079
0.548
0.127
0 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance
with the manufacturer's installation instructions.
0 2. Windows, doors, and skylights certified as meeting leakage requirements.
0 3. Component R-values & U-factors labeled as certified.
0 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that
achieves the rated R-value without oompressing the insulation.
Project Title: Red Roof Office Building
Data filename: Z:\2008 Projecls\08072 Ellis!on Building\Energy\Red Roof Office Building.cck
Report date: 07/29/08
Page 1of6
0 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers.
0 6. Cargo doors and loading dock doors are weather sealed.
0 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) inslalled inside an appropriate air-tight assembly with a
0.5 inch clearance from combustible materials and with 3 Inches clearance from insulation material.
0 8. Building entrance doors have a vestibule and equipped with closing devices.
Exceptions:
Building entrances with revolving doors.
Doors that open directly from a space less than 3000 sq. ft. in area.
0 9. Vapor relarder inslalled.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications
and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC
requirementS in COMcheckVersion 3.5.2 and to comply with the mandatory requirements in the Requirements Checklist.
Name-Signature
Project Tille: Red Roof Oflice Building
Data filename: Z:\2008 Projects\08072 Elliston Building\Energy\Red Roof Office Building.cck
Date
Report date: 07/29/08
Page 2of6
COM check Software Version 3.5.2
Mechanical Compliance Certificate
20031ECC
Report Date: 07/29/08
Data filename: Z:\2008 Projects\08072 Elliston Building\Energy\Red Roof Office Building.cck
Section 1: Project Information
Project Type: New Construction
Project Title : Red Roof Office Building
Construction Sile:
Battlement Mesa,
Owner/Agent:
Section 2: General Information
Building Location (for weather data):
Climate Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 degrees F):
Rifle, Colorado
15
6881
402
Section 3: Mechanical Systems List
Sy_~jem Tyoe & Description
Designer/Contractor:
Quantity
1 HVAC System 1: Heating: Hydronic or steam Coil, Hot Water I Cooling: Hydronic Coil, Capacity >=54 -<65
kBtu/h, Air-Cooled Condenser I Single Zone
Plant 1: Heating: Hot Water Boiler, Capacity >=600 kBtu/h, Gas I Cooling: Water Chiller, Capacity >=50 -<150
tons, Condenser Air-Cooled, with Waterfoop Heat Pump, Rotary Screw or Scroll Chiller
1 Storage Water Heater 1: Service Water Heater w/ Circulation Pump
Section 4: Requirements Checklist
Requirements Specific To: HVAC System 1 :
0 1. Balancing and pressure test connections on all hydronic terminal devices
0 2. Separate hot and cold water supply and returns
0 3. Multiple boilers must have automatic controls that sequence operation with load
0 4. Single boiler >500 kBtu/h Input capacity must have a multistaged or modulating burner
0 5. Two-pipe changeover heating/cooling controls must have: a} 15 degrees F deadband where boiler and chiller can not operate, b) allow
operation in either heating or cooling for at least 4 hrs. and c) prevent difference between heating and cooling set points greater than 30
degrees F
Requirements Specific To: Plant 1 :
0 1. Equipment minimum efficiency: Chiller: COP>= 2.80, IPLV >= 2.80
0 2. Newly purchased heating equipment meets the efficiency requirements -used equiptnent must meet 80% Et @ maximum capacity
0 3. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler nor boiler can operate
0 4. Two-position valve on each heat pump having total heat pump system power >10hp
0 5. Systems with multiple boilers have automatic controls capable of sequencing boiler operation
0 6. Hydronic heating systems comprised of a single boiler and >500 kBtu/h input design capacity include either a multistaged or modulating
burner
Requirements Specific To: Storage Water Heater 1 :
0 1. 1-in. pipe insulation on circulation systems
0 2. Automatic on/off control required for circulating systems
Project Title: Red Roof Office Building
Data filename: Z:\2008 Projects\08072 Elliston Building\Energy\Red Roof Office Building.cck
Report date: 07/29/08
Page 3of6
0 3. Gas Storage Water Heater efficiency>= 80% Et, 164 SL, Btulh
Generic Requirements: Must be met by all systems to which the requirement is applicable:
0 1. Load calculations per 2001 ASHRAE Fundamentals
0 2. Plant equipment and system capacity no greater than needed to meet loads
-Exception: Standby equipment automatically off when primary system is operating
~ Exception: Multiple units controlled to sequence operation as a function of load
0 3. Minimum one temperature control device per system
0 4. Minimum one humidity control device per Installed humidification/dehumidification system
0 5. Thermostatic controls has 5 degrees F deadband
-Exception: Thermostats requiring manual changeover between heating and cooling
0 6. Aulomatic Controls: Selback 1o 55 degrees F (heat) and 85 degrees F (cool): 7-day clock, 2-hour occupant override, 10-hour backup
-Exception: Continuously operating zones
-Exception: 2 kW demand or less, submit calculations
0 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm
0 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum
0 9. R..S supply and retum air duct insulation in unconditioned spaces R-8 supply and retum air duct insulation outside the building R-8
insulation between ducts and the building exterior when ducts are part of a building assembly
-Exception: Ducts located within equipment
-Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F.
0 10.Ducts sealed ~ longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 1818 tapes and mastics
-Exception: Continuously welded and locking--type longitudinal joints and seams on ducts operating at static pressures less than 2
inches w.g. pressure classification
0 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment
0 12.Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for
pipes<=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in.
Exception: Piping within HVAC equipment
Exception: Fluid temperatures between 55 and 105 degrees F
Exception: Fluid not heated or cooled
Exception: Runouts <4ft in length
0 13.0peration and maintenance manual provided to building owner
0 14.Balancing devices provided In accordance with IMC 603.15
0 15.Newly purchased service water heating equipment meets the efficiency requirements
0 16.Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other oo:rupancies
0 17. Hot water distribution systems >=300 kBtulh must have one of the following: a) controls that reset supply water temperature by 25% of
supply/return delta T b) mechanical or eleclrical adjustable-speed pump drive(s) c) we-way valves at all heating coils d) multiple-stage
pumps e) other system controls that reduce pump flow by at least 50% based on load~ calculations required
0 18.Chilled water distribution systems >=300 kBtulh must have one of the following: a) controls that reset supply water temperature by
25% of supply/return delta T b) mechanical or electrical adjustable~speed pump drive(s) c) two-way valves at all heating coils d)
multiple-stage pumps e) other system controls that reduce pump flow by at least 50% based on load~ calculations required
0 19.Stair and elevator shaft vents are equipped with motorized dampers
0 20. Thme-pipe systems not used
Section 5: Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications
and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC
requirements in COMcheck Version 3.5.2 and to comply with the mandatory requirements in the Requirements Checklist.
Name-Title Signature
Project Title: Red Roof Office Building
Data filename: Z:\2008 Projecls\08072 Elliston Building\Energy\Red Roof Office Building.cck
Date
Report date: 07/29/08
Page 4of6
20031ECC
Report Date:
COM check Software Version 3.5.2
Mechanical Requirements
Description
Data filename: Z:\2008 Projects\08072 Elliston Building\Energy\Red Roof Office Building.cd<
The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance
Certificate.
Requirements Specific To: HVAC System 1 :
1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and
pressure.
2. Fan system terminal units must have separate hot and cold water supply and return piping.
3. Multiple packaged boilers must have automatic controls capable of sequencing the operation of the boilers.
4. A single boiler with >500 kBtu/h input capacity must have a multistaged or modulating burner.
5. Two-pipe changeover heating/cooling controls must:a) allow a deadband between changeover from one mode (heating/cooling) to the
other of at least 15 degrees F outside temperaturesb) allow operation in one mode (heating/cooling} brat least 4 hours before changing
over to the other modec} allow heating and cooling supply temperatures at the changeover point to be no more than 30 degrees F apart.
Requirements Specific To: Plant 1 :
1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency:
Chiller: COP>= 2.80, IPLV >= 2.80
2. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to
meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. Used equipment must meet 80% Et @ maximum capacity.
3. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler nor boiler can operate.
4. Two-position valves must be provided on each heat pump where the total heat pump system power is greater than 10 hp.
5. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers.
6. Hydronic heating systems comprised of a single boiler and >500 kBtu/h input design capacity include either a multlstaged or modulating
bumer.
Requirements Specific To: Storage Water Heater 1 :
1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in. insulation having a conductivity no
>0.28 Btu~n/(h-ft2-degrees F).
2. Circulating service hot water systems must have a time switch control that can automatically tum off the system during unoccupied
hours.
3. Service water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the
following miniumum efficiency: Gas Storage Water Heater efficiency>= 80% Et. 164 SL, Btu/h
Generic Requirements: Must be met by all systems to which the requirement is applicable:
1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or
an approved equivalent calculation procedure.
2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing
both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within
available equipment options.
Exception: The equipment andlor system capacity may be greater than calculated loads for standby purposes. Standby equipment
must be automatically controlled to be off when the primary equipment and/or system is operating.
Exception: Multiple units of the same equipment type whose oombined capacities exceed the calculated load are allowed if they are
provided with controls to sequence operation of the units as the load increases or decreases.
3. Each heating or cooling system serving a single zone must have its own temperature control device.
4. Each humidification system must have its own humidity control device.
5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature
where no heating or cooling is provided).
~ Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and
cooling.
6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable
of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb} capable of automatically
setting back or shutting down systems during unoccupied hours using 7 different day schedulesc} have an accessible 2-hour occupant
overrided} have a battery back-up capable of maintaining programmed settings for at least 10 hours without power.
Project Title: Red Roof Office Building
Data filename: Z:\2008 Projects\08072 Elliston Building\Energy\Red Roof Office Building.cd<
Report date: 07/29/08
Page 5of6
-Exception: A setback or shutoff oontrol is not required on thermostats that control systems serving areas that operate continuously.
-Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less.
7. Outdoor-air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are
automatically closed while the equipment is not operating.
8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventiJation system is
designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to
the minimum required levels.
9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces
(spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces indude attics. crawl spaces,
unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when
located outside the building.c} When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is
required only between the duct ancUhe building exterior.
Exception: Duct insulation is not required on ducts located within equipment.
-Exception: Duct insulation Is not required when the design temperature difference between the interior and exterior of the duct or
plenum does not exceed 15 degrees F.
10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed uslngweldments: mechanical
fasteners with seals, gaskets, or mastics: mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in
accordance with UL 181Aor UL 181B.
-Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2
inches w.g. pressure classification.
11. Mechanical fasteners and seals, mastics, or gaskels must be used when connecting ducts to fans and other air distribution equipment,
lnduding multiple~zone terminal units.
12. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <~
1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation
for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for
pipes <=11/2~in. nominal diameter 3 ln. insulation for pipes >1112..Jn. nominal diameter.
Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment
Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55
degrees F and 105 degrees F.
Exception: Pipe Insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil
fuels or electric power.
Exception: Pipe insulation is not required for runout piping not exceeding 4ft in length and 1 in. in diameter between the control valve
and HVAC coli.
13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a} equipment
capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system
control maintenance and calibration information, Including wiring diagrams, schematics, and control sequence descriptions: desired
or field-<fetennined set points must be permanently recorded on control drawings, at control devices, or, for digital contr(?l systems, in
programming commentsd) complete narrative of how each system is intended to operate.
14. Each supply a'ir outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device.
Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers.
15. service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy
Conservation Act and the Energy Polley Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water heating equipment
can be assumed to meet these requirements.
16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling
units and 90 degrees F for other occupancies. Controls must limit output temperatures of lavatories In public facility restrooms to 110
degrees F.
17. Hot water space~heating systems with a capacity exceeding 300 kBtu/h supplying heated water to comfort conditioning systems must
include controls that automatically reset supply water temperatures by representative building loads (including retum water temperature)
or by outside air temperature. Exceptions: -Where the supply temperature reset controls cannot be implemented without causing
improper operation of heating, cooling, humidification, or dehumidification systems. -Hydronic systems that use variable flow to reduce
pumping energy.
18. Chilled water space.:.cooling systems with a capacity exceeding 300 kBtu/h supplying chilled water for comfort conditioning systems must
indude controls that automatically reset supply water temperatures by representative building loads (including return water temperature}
or by outside air temperature. Exceptions: ~Where the supply temperature reset controls cannot be implemented without causing
improper operation of heating, cooting, humidification, or dehumidification systems. • Hydronic systems that use variable flow to reduce
pumping energy.
19. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building
operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,
vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.
Exceptions: -Gravity (non-motorized} dampers are acceptable in buildings le,ss than three stories in height above grade. -Ventilation
systems serving unconditioned spaces.
20. Hydronic systems that use a common return system for both hot water and chilled water must not be used.
Project Title: Red Roof Office Building
Data filename: Z:\2008 Projects\08072 Elliston Building\Energy\Red Roof Office Building.cck
Report date: 07/29/08
Page 6of6
C. F. Brenner Inc. ARCHITECTURE
P.O. Box217
GLENWOOD SPRINGS, COLORADO 81602
(970) 945-1001 FAX (963) 945-0908
LETTER OF TRANSMITTAL
TO: t~RfLD tbur..~TI'J ~tc...ott.ft, Drt.
tAc..Gt\JuJOt7D 5f\U~ltc;., ~ .
DATE: Aut...~~ 2r:m e. Joe No.
ATTENTION:
WE ARE SENDING YOU fiZ. Attached ___ Under separate cover
via , the following items:
_Shop drawings t!,. Prints _ Plans _ Samples _ Specifications
X.. Copy of letter _ Change order _ RFI _ ASI Other __ _
COPIES DATE DESCRIPTION
2. Jv'-"\ 21 14lobb 't<e~6UT ~E:trS iC. 2.) 'E:'? Sf b'(e
(F.Gvl~l:.C ~te. 2-ot:>l.. \::t-)f!.rt.£11 ~r.>e.) l twc... t, Z.oo2:> ~mpt:;P u;:.~ ~.q131ec~ t;;J'l"~~
\ .JW'l '2.'1 'UJo~ N\IC.G-Ir! '* '6,u\J\::L.Df'g t?omf't.l ~rJC!; it.VZ..Tl r-tcl'l ~
' t?e ~ zoo~ G .Vt:JUt '1 &PG
THESE ARE TRANSMITTED as checked below:
JX_ For approval _ Approved as submitted Resubmit copies for approval
_ For your use _ Approved as note Submit copies for distribution
_ As requested Returned for corrections Return corrected prints
For review and comment
FOR BIDS DUE~--------, 20 __ ___ PRINTS
COPY TO ~l2.Qia'U.. bLLI SJON
BIGHORN Consulting Engineers
569 S. Westgate Drive, Suite #1Grand Junction, CO 81505 Phone 970-241-8709 Fax 970-241-9514
Red Roof Office Building
Our Job #08-072
Reference: Drawing Package
August 4, 2008
The following are the drawings which comprise the Red Roof Office Building
Construction Document package for the M&P disciplines dated June 24, 2008.
M1·1 -Mechanical First Floor Plan
M 1-2-Mechanical Second Floor Plan
M1-3-Mechanical Third Floor Plan
M1-4-Mechanical Schedules
M1-5-Mechanical Schematics and Details
M1-6-Mechanical Schedules and Details
M 1-7 -Mechanical Specifications
P1-1 -Plumbing First Floor Plan
P1-2-Plumbing Second Floor Plan
P1-3-Plumbing Third Floor Plan
P1-4-Plumbing Schedules and Details
P1-5 -Plumbing Specifications
Sincerely,
Mark Harrington, P.E.
Bighorn Consulting Engineers Inc.
Sopris Smfers
<> 08/19/2008 6:09PM
From:
To:
Received-On:
Subject:
More ...
Art,
11 Andy Schwaller" <aschwaller@garfield-county.com>
11 Art Hougland" <firesafe@sopris.net>
Today 5:00 PM
Brenner Project
Page 1 of 1
Chuck called with his concerns and I expressed our position. I also called ICC about the R-3 exception. They
did consider it a bit of a gray area, but stated their interpretation was that the R-3 exception did not apply to
mixed occupancies. Chuck may add a balcony to the existing exit and an additional staircase. This may work by
coming into compliance with the common path requirements. ICC added that if the exit was separate from the
rest of the building and possible protected, some jurisdictions are allowing the R-3 exception. Chuck will be
submitting a sketch for review.
Andy Schwaller, Building Official
Garfield County, CO
970.945.8212
http://mail.sopris.net/eonapps/ft/wm/page/viewMessageAttachment?folder=INBOX&mid= ... 8/19/2008
HOUGLAND & ASSOCIATES
CONSULTING ON WILDFIRE HAZARD MITIGATION,
FIRE PROTECTION AND BUILDING & FIRE CODES
PHONE (970) 384-1221/ FAX (970) 384-1331 17 GAMBA DRIVE, GLENWOOD SPRINGS, COLORADO 81601
frresafe@sopris.net
PLAN ANALYSIS
Rawhide Services -Red Roof Office and Residentia1 Bui1ding
August 7, 2008
Project Name: Rawhide Services -Red Roof Office Building
Address: Sippielle Drive, Battlement Mesa, Garfield County,
Colorado
Architect:
Engineer:
Occupancy:
Construction Type:
Report by:
C. F. Brenner, Inc.
P.O. Box 217
Glenwood Springs, Colorado 81602
945-1001 ph.
William B. Swigert
B, R-3 & U
V-B
Art Hougland
Note: The code items listed in this report are not intended to be a complete
listing of all possible code requirements of the 2003 International Building Code.
Portions of the material contained in this report are reproduced from the
International Building Code published by the International Code Council
Notice:
The review of plans and specifications does not constitute an acceptance of any
responsibility by Hougland & Associates for errors, omissions or discrepancies. The
responsibility for these items and implementation during construction rests
specifically with the architect, engineers, designers, builders and owner. Comments
and notations are intended to be constructive and in support of the owners
interest.
SPRINKLER SYSTEM:
NFPA 13 sprinkler system throughout the building
Sprinkler system cannot be used for used for 1 hr. substitution --Table 601,
Note d because it is required by Section 903.2.7
FRONTAGE INCREASE:
Perimeter of the entire building = 380 feet.
Perimeter which fronts a public way or accessible open space
Minimum width of public way or accessible open space = 75
Allowable area increased 14.47% for frontage increase.
--Sec. 506.2 NOTE: Limit in Section 506.2.1 used.
150 feet.
FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS
2 Dwelling
2 Covered Deck
2 Non-habitable Area
TOTAL FOR FLOOR
R-3
R-3
R-3
1 Office Space B
1 Conference Room B
1 Break Room B
1 Mens Room B
1 Womens Room B
1 Storage Closet 8
1 Janitor B
1 Non-habitable B occ 8
1 Residence Garage U
1 Non-habitable R-3 oc R-3
TOTAL FOR FLOOR
B1 Office Space B
81 Office Space B
81 Break Room B
B 1 Mens Room B
Bl Womens Room B
81 Janitor B
B1 Mechanical Room B
B1 IT Room B
B1 Conference Room B
B1 Non-habitable A<·eas B
TOTAL FOR FLOOR
BUILDING TOTAL
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
--Sec. 503, 504, 506 and Table 503
2026
360
116
2502
2539
420
324
119
160
36
45
1267
769
197
5876
4413
315
216
119
160
36
139
26
612
504
6540
8378
UNLIMITED AREA OK
UNLIMITED AREA OK
UNLIMITED AREA OK
UNLIMITED AREA OK
10303 0.25 ok
10303 0.04 ok
10303 0.03 ok
10303 0.01 ok
10303 0.02 ok
10303 0.0 ok
10303 0.0 ok
10303 0.12 ok
6296 0.12 ok
UNLIMITED AREA OK
9811
10303
10303
10303
10303
10303
10303
10303
10303
10303
10303
10303
27877
0.6
0.43
0.03
0.02
0.01
0.02
0.0
0.01
0.0
0.06
0.05
0.63
0.3
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
Allowable area and height calculations are based on different uses
being separated by fire barriers. --Sec. 302.3.2
Basement area not included in the total when checking allowable area.
--Sec. 503.1.1
The actual height of this building is 40.0 feet.
The maximum height of this building is 40.0 feet. --Table 503
PROPERTY DESCRIPTION:
North Side has a public way. -Distance to public way = 32.0 ,width = 75.0
Exterior wall rating based on distance to center line of public way.
--Sec. 702.1 FIRE SEPARATION DISTANCE
East Side has a property line. -Distance to property line 93.0
South Side has a property line. -Distance to property line 17.0
West Side has a property line. -Distance to property line 60.0
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Sec. 602, Tables 601 and 602, and Sec. 704
NORTH EAST SOUTH WEST
occ BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON
WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG
B 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr
R-3 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr
u 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr
The exterior walls may be of COMBUSTIBLE material. --Sec. 602.5
Exterior walls are required to be fire-rated for exposure to fire:
1. From Both sides when fire separation is 5 feet or less.
OPNG%
UP/PR
NL/NL
NL/NL
NL/NL
2. On the interior side only when separation is greater than 5 feet.
--Sec. 704.5
Then maximum percent of area of unprotected opening has been
adjusted for an automatic sprinkler system. --Sec. 704.8.1
up/pr = Maximum percent of openings in the exterior wall.
Table 704.8
up -The maximum percent if all openings are unprotected.
pr -The maximum percent if all openings are protected.
Openings in 1hr walls are required to be protected with
NL = No fire protection requirements for openings.
Note: Unlimited unprotected openings are allowed in walls not required
to fire-resistant. --Table 704.8, Note: g.
ELEMENT
FIRE RESISTANCE RATINGS
MATERIAL
Structural Frame
Interior Bearing wall
Interior non-bearing wall
Shaft Enclosure
Floor/Ceiling Assembly
Roof/Ceiling Assembly
Stairs
NOTES:
Any
Any
Any
Any
Any
Any
Any
FOR BUILDING ELEMENTS
RATING NOTES
0 hour
0 hour
0 hour
1 hour Note 1
0 hour
0 hour
None
1. Fire resistance rating for shafts based on Section 707.4
NOTE: See Section 707.2 for shaft enclosure exceptions.
SHAFT REQUIREMENTS:
--Table 601
Openings other than those necessary for the purpose of the shaft
shall not be permitted. --Sec. 707.7.1
Penetrations other than those necessary for the purpose of the shaft
shall not be permitted. --Sec. 707.8.1
Shafts that do not extend to the bottom of the building shall:
1. Be enclosed at the lowest level with the same fire-resistance
rating as the lowest floor but not less than the rating
of the shaft enclosure; or
2. Terminate in a room having a use related to the purpose of the
shaft. The room and openings shall have a fire-resistance
rating at least equal to the shaft enclosure; or
3. Be protected by approved fire dampers installed at the lowest
floor level within the shaft enclosure.
--Sec. 707.11
PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712
WALLS ASSEMBLIES Sec. 712.3
Through penetrations of walls:
1. Penetrations shall be installed as tested in the fire resistance
rated assembly. --Sec. 712.3.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch
of water and shall have an F rating of not less than the required
rating of the wall penetrated. --Sec. 712.3.1.2
Exception: Where penetrating items are steel, ferrous or copper
pipes or steel conduits, the annular space between the and the
penetrating item and the fire resistance rated wall shall be
permitted to be protected as follows:
1. In concrete or masonry walls where the penetrating item is a
maximum of 6 inches nominal diameter and the openings is a
maximum 144 square inches, concrete, grout or mortar shall be
permitted.
2. The material used to fill the annular space shall prevent the
passage of flame and hot gasses sufficient to ignite cotton.
Membrane penetrations of walls:
The requirements are the same as for through penetrations.
--Sec. 712.3.2
Exceptions:
1. Steel electrical outlet boxes that do not exceed 16 square inches
provided that the area of such openings does not exceed 100 square
inches for any 100 square feet of wall area. Boxes on opposite
sides of the assembly shall be separated by a horizontal distance
of not less than 24 inches.
2. Sprinklers with metal escutcheon plates.
FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4
Through penetrations of fire-resistive horizontal assemblies:
1. Through penetrations shall be installed as tested in an approved
fire resistance rated assembly. --Sec. 712.4.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch of
water and shall have an F rating and a T rating of not less than
1 hour but not less than the required rating of the floor
penetrated. --Sec. 712.4.1.2
Exceptions:
1. When penetrating items are steel, ferrous or copper conduits,
pipes, tubes and vents through a single concrete floor, the
annular space shall be permitted to be grout or mortar. The
minimum thickness is the thickness required to maintain the fire
rating. The maximum size of the penetrating items is equivalent
to a 6-inch diameter and the opening is a maximum of 144 square
inches.
2. Electrical outlet boxes that have been tested for use in fire
-assemblies.
Membrane penetrations of fire-resistive horizontal assemblies:
The requirements are the same as for through penetrations.
--Sec. 712.4.2
Exceptions:
1. When penetrating items are steel, ferrous or copper conduits,
electrical outlet boxes, pipes, tubes and vents through concrete or
masonry and the annular space is protected by an approved
penetration firestop assembly or protected to prevent the free
passage of flame and products of combustion. Such penetrations
shall not exceed an aggregate area of 144 square inches in any 100
square feet of ceiling area in assemblies without penetrations.
2. Electrical outlet boxes that have been tested for use in fire-
assemblies.
3. Sprinklers with metal escutcheon plates.
DUCTS AND AIR TRANSFER OPENINGS --Sec. 716
Dampers shall be accessible for inspection and servicing. 716.4
Where required. --Sec. 716.5
1. Fire walls. --Sec. 716.5.1
2. Fire barriers --Sec. 716.5.2 See exceptions
3. Shaft enclosures --Sec. 716.5.3 See exceptions
4. Fire partitions --Sec. 715.5.4 See exceptions
5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions
OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2
B to R-3 = 1-hour fire barrier
Openings in this fire barrier are required to be protected with 3/4 hour
fire assemblies. --Table 715.3
B to U = 1-hour fire barrier
Openings in this fire barrier are required to be protected with 3/4 hour
fire assemblies. --Table 715.3
R-3 to U = 1-hour fire barrier
Openings in this fire barrier are required to be protected with 3/4 hour
fire assemblies. --Table 715.3
Except when required by Table 302.1.1, accessory areas occupying 10%
or less of the area of any floor and not more than the area or height
listed in Table 503 are not required to be separated. --Sec. 302.2
SEPARATION OF INCIDENTAL USE AREAS--Table 302.1.1
Furnace rooms where any piece of equipment is over 400,000 BTU
per hour input --Smoke barrier --Sec. 302.1.1.1
Rooms with any boiler over 15 psi and 10 horsepower
--Smoke barrier --Sec. 302.1.1.1
Refrigerant machinery rooms --Smoke barrier--Sec. 302.1.1.1
Incinerator rooms 2 hours and an automatic sprinkler system
Storage rooms over 100 square feet --Smoke barrier
--Sec. 302.1.1.1
Note: This list covers only the most common uses. See Table
302.1.1 for a complete list.
EXIT REQUIREMENTS:
FL NAME NUMB MIN MIN
OCC EXITS WIDTH
PANIC CORRIDOR DOOR NOTES
HDWR RATING SWING
-------------------------------------------------------------------------
2 Dwelling 7 (!!) 1.1 No N/A N/R
2 Covered Deck AC 0.0 No N/A N/R
2 Non-habitable 0.0 No NLA NLR
TOTAL FOR FLOOR 2 1.4 No N/A N/R
1
1
1
Office Space
Conference Room
Break Room
25
28
AC6
1 Mens Room AC
1 Womens Room AC
1 Storage Closet AC
1 Janitor AC
1 Non-habitable B occupancy
l Residence Garage AC
1 Non-habitable R-3 occupancy
TOTAL FOR FLOOR 53
B1 Office Space
81 Office Space
81 Break Room
Bl Mens Room
Bl Womens Room
B1 Janitor
Bl Mechanical Room
B1 IT Room
Bl Conference Room
81 Non-habitable Areas
TOTAL FOR FLOOR
44
3
AC4
AC
AC
AC
AC
41
88
1
1
1
2
1
1
1
1
2
3.8
4.2
0.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
8.0
6.6
0.5
0.6
0.0
0.0
0.0
0.0
0.0
6.2
0.0
17.6
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
None
None
None
None
None
None
None
N/A
None
N/A
N/A
None
None
None
None
None
None
None
None
None
N/A
None
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
Out
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
Out
NOTE: Areas with 'AC' before the number of occupants is being treated
an accessory use area. This area is only used persons who occupy
the main areas of the building. The occupant load of this area is
not included in the total occupant load for suites, floors, or the
building.
NOTES FOR EXIT TABLE
Door swing is based on Section 1008.1.2
Occupant load is based on Section 1004 and Table 1004.1.2
Exit width is in inches and based on Section 1005.1 & Table 1005.1
Width shown for all areas is based on other egress components.
Width shown for 1st floor is based on other egress components.
Width shown for other floors & basements is based on stairways.
For the minimum width of doors, see Section 1008.1.1.
For the minimum width of corridors, see Section 1016.2.
For the minimum width of stairways, see Section 1009.1.
Exits shall be continuous from the point of entry into the exit to
the exit discharge. --Sec. 1003.6
If 'CORRIDOR RATING' N/A
There is no corridor in this area.
If 'CORRIDOR RATING' = None
Walls and ceilings of corridors are not required to be fire-resistive
unless they are required to be fire-resistive based construction type.
--Table 1016.1
EXIT SEPARATION
In areas where 2 exits are required, the minimum separation is 1/3 of
the maximum diagonal of the area or floor measured in a straight line
between exits or exit access doorways.--Sec. 1014.2.1, Exception 2
EXIT SIGNS
Exits and exit access doors shall be marked by an approved exit sign.
Signs shall be placed where the exit or the path of egress travel is not
immediately visible. No point to be more than 100 feet from an exit sign.
--Sec. 1011.1
Exception 1: Exit signs are not required in rooms or areas which require
only one exit.
Exception 2: Main exterior exit doors which obviously and clearly are
identifiable as exits need not be signed when approved.
Exit signs shall be internally or externally illuminated.
--Sec. 1011.2
Exit sign shall be illuminated at all times including during loss of
primary power. --Sec. 1011.4 & Sec. 1011.5.3
BOLT LOCKS:
Manually operated flush bolts and surface bolts are not permitted.
--Sec. 1008. 1. 8. 4
Exception 2; Where a pair of doors serves a storage or equipment room,
manually operated edge-or surface-mounted bolts are
permitted on the inactive leaf.
LOCKS AND LATCHES:
Egress doors shall be readily opened from the egress side without the
use of a key or any special knowledge or effort. --Sec. 1008.1.8
Locks and latches shall be permitted to prevent operation where any
of the following exists:
Exception 2: The main door or doors in Group B, areas are
permitted to be equipped with key operating locking devices
from the egress side provided:
2.1 The locking device is readily distinguishable as locked.
2.2 A readily visible durable sign is posted on the egress
side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING
IS OCCUPIED
Exception 3: Where egress doors are used in pairs, automatic flush bolts
shall be permitted to be used, provided the door leaf having
the automatic flush bolts has no doorknob or surface-mounted
hardware.
ADDITIONAL DOORS:
Where additional doors are provided for egress purposes, they
shall conform to the requirements in Section 1008.1
LANDINGS AT DOORS:
1. There shall be a floor or landing on each side of a door.
--Sec. 1008.1.4
2. Such floor or landing shall be at the same elevation on each
side of the door. --Sec. 1008.1.4
3. The floor or landing shall not be more than 1/2 inch lower than the
threshold. --Sec. 1008.1.6
4. Landings shall have a width not less than the width of the stairway
or width of the doorway, whichever is the greater. Where a landing
serves an occupant load of 50 or more, doors in any position shall
not reduce the landing dimension to less than one half it required
width. The minimum length in the direction of exit travel is 44
inches. --Sec. 1008.1.5
5. The space between two doors in series shall be 48 inches plus the
width of door swinging into the space. --Sec. 1008.1.7
STAIR REQUIREMENTS:
Stairways:
1. The riser heights shall not be less than 4 inches or greater than 7
inches. The minimum tread depth is 11 inches. --Sec. 1009.3 The
maximum variation is 3/8 inch between the largest and the smallest
in a stairway flight. --Sec. 1009.3
2. The minimum width of a stairway is 36 inches, 44 inches if the
occupant load is greater than 50. --Sec. 1009.1
Also, check exit table above to see if minimum width is greater than
44 inches.
3. Provide a handrail on each side of stairways. --Sec. 1009.11
Handrail height, measured above stair tread nosing, shall be not
less than 34 inches and not more than 38 inches. --Sec. 1009.11.1
Handrails with a circular cross section shall have an outside diameter
of at least 1 1/4 inches and not greater than 2 inches or shall
provide equivalent grasp. --Sec. 1009.11.3
Handrail-gripping surfaces shall be continuous without interruption
by newel post or other obstructions. --Sec. 1009.11.4
Handrails shall return to a wall, guard or the walking surface or
shall be continuous to the handrail of an adjacent stair flight.
Where handrails are not continuous between flights, the handrails
shall extend horizontally at least 12 inches beyond the top riser
top riser and continue to slope for the depth of one tread beyond
the bottom riser. --Sec. 1009.11.5
4. Open sides of walking surfaces which are located more than 30 inches
above the floor or grade below are required to have a guard.
--Sec. 1012.1
5. The minimum height of guard is 42 inches. --Sec. 1012.2
6. Open guards shall have balusters or ornamental pattern such that
a 4-inches diameter sphere cannot pass through any opening up to a
height of 34 inches. From a height of 34 inches above the adjacent
walking surface to 42 inches above the walking surface, a sphere
8 inches in diameter shall not pass. --Sec. 1012.3
Exception 1. The triangular opening formed at the riser, tread and
guardrail may be 6 inches.
7. The minimum headroom clearance is 80 inches (6ft.-8 inches.)
measured vertically from a line connecting the edge of the nosing.
Headroom shall be continuous to the point where the line intersects
the landing below. The minimum clearance shall be maintained the full
width of the stairway and landing. --Sec. 1009.2
8. Enclosed usable space under the stairs is required to be protected
by 1-hour fire-resistive construction or the fire-resistance rating
of the stairway enclosure, whichever is greater. --Sec. 1019.1.5
9. A flight of stairs shall not have a vertical rise greater than 12 feet
between floor levels or landings. --Sec. 1009.6
STAIRWAY ENCLOSURES:
1. Stairways are not required to be in 1 hour fire resistive exit enclosures
because the stairway in the B Occupancy does not connect more than two
stories, Section 707.2, Exception *7.1. The R-3 Occupancy does not connect
more than two stories and is totally within the residential unit. Section
702.2, Exception *1
--Sec. 1019.1
EXIT ACCESS TRAVEL DISTANCE: The maximum exit access travel distance in all
occupancies of this building is in compliance with Table 1015.1
BUILDING ACCESSIBILITY
1. In addition to accessible entrances required by Sections 1105.1.1
through 1105.1.6, at least 50 percent of all public entrances
shall be accessible. --Sec. 1105.1
2. At least one accessible entrance shall be provided to each tenant,
dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6
3. Where parking is provided, accessible parking spaces hall be provided
in compliance with Table 1106.1 --Sec. 1106.1
4. At least one accessible route shall connect each accessible level.
--Sec. 1104.4 See exceptions.
5. Accessible routes shall coincide with or be located in the same
area as a general circulation path. Where the circulation path is
interior, the accessible route shall also be interior.
--Sec. 1104.5
6. On floors where drinking fountains are provided, at least 50 percent,
but not less than one fountain shall be accessible. --Sec. 1109.5
ROOFING REQUIREMENTS:
1. The roofing on this building is required to be Class C. --Table 1505.1
Roofing may be of No. 1 cedar or redwood shakes and No. 1 shingles.
--Exception c
AUTOMATIC SPRINKLER SYSTEMS --Sec. 903
The Architect has indicated that an automatic fire sprinkler system will
be installed in all portions of this building as required by Section 903.
An automatic sprinkler system is required in fire areas containing an
R-occupancy. --Sec. 903.2.7
A residential sprinkler system (NFPA 13R) is permitted. --Sec. 903.3.1.2
WARNING: If any of the above require a sprinkler system throughout
the building, then the sprinkler system cannot be used for one hour
substitution. --Table 601, Note d
STANDPIPE AND HOSE SYSTEMS --Sec. 905
Exception: Class I standpipes are allowed in buildings with an automatic
sprinkler system.
A Standpipe is not required in this building.
FIRE ALARM SYSTEM --Sec. 907
A manual fire alarm system is required. --Sec. 907.2.2
Exception: Manual alarm boxes are not required if the notification
appliances will activate upon sprinkler water flow.
If the automatic sprinkler system is connected to building fire alarm
system, automatic heat detection is not required. Sec. 907.2
LIGHT AND VENTILATION
1. Every space intended for human occupancy shall be provided with
natural light. The minimum net glazed area shall not be less than
8% of the floor area. --Sec. 1205.1 and 1205.2
Any room is permitted to be considered as a portion of an adjoining
room where one half of the area of the common wall is open and
unobstructed and provided not less than one tenth of the floor area
or 25 square feet, whichever is greater. --Sec. 1205.2.1
Artificial light shall be provided that is adequate to provide an
average illumination of 10 foot candles over the area of the room
at a height of 30 inches above the floor. --Sec. 1205.3
2. Natural ventilation of an occupied space shall be through windows,
doors, louvers or other openings to the outdoors. --Sec. 1203.4
The minimum openable area to the outdoors shall be 4 percent of the
floor area. --Sec. 1203.4.1
Any room is permitted to be considered as a portion of an adjoining
room where unobstructed openings are provided that have an area not
less than 8% of the floor area of the interior room but no less than
25 square feet. Sec. 1202.3.1.1
When openings are below grade, clear space measured perpendicular to
the opening shall be one and one half times the depth of the opening.
--Sec. 1203.4.1.2
3. Rooms containing bathtubs, showers, spas and similar bathing fixtures
shall be mechanically ventilated. --Sec. 1203.4.2.1
CEILING HEIGHTS:
Occupiable spaces, habitable spaces and corridors shall have a ceiling
height of not less than 7 feet 6 inches. Bathrooms, toilet rooms,
kitchens, storage rooms and laundry rooms shall be permitted to have a
ceiling height of not less than 7 feet. --Sec. 1208.2
WALL AND CEILING FINISH:
1. Wall and ceiling finish materials are required to comply with
Sec. 803.5 and Table 803.5.
2. Textile wall coverings shall have Class A flame spread index and
shall be protected by automatic sprinklers or meet the criteria in
Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1
3. Carpet and similar textile materials used as a ceiling shall have a
Class A flame spread index and be protected by automatic sprinklers.
--Sec. 803.6.2
4. Expanded vinyl wall coverings shall comply with the requirements for
textile wall and ceiling materials. --Sec. 803.7
5. Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 6 inches.
--Sec. 1210.1
6. Walls within 2 feet of urinals and water closets shall have a smooth,
hard nonabsorbent surface, to a height of 4 feet above the floor.
--Sec. 1210.2
INSULATION NOTES:
1. Insulating materials shall have a flame-spread rating of no more than
25 and a smoke developed index of not more than 450. --Sec. 719.2
(concealed installation) and Sec. 719.3 (exposed installation)
2. Where such materials are installed in concealed spaces, the flame
spread and smoke developed limitations do not apply to facings,
coverings and layers of reflective foil that are installed behind
and in substantial contact with the unexposed surface of the
ceiling, wall or floor finish. --Sec. 719.2.1
Foam plastic insulation is required to be protected. --Sec. 2603
ACCESSIBLE FACILITIES:
NOTE: Except as noted, section numbers listed below are from
ICC/ANSI All7.1-1998
WATER FOUNTAINS AND WATER COOLERS:
Accessible units must comply with the following:
1. Spout is to be within 36 inches of the floor. --Sec. 602.4
2. Spout arranged for parallel approach shall be located 3 1/2
inches maximum from the front edge. Units with a forward approach
shall have the spout 15 inches minimum from the vertical support
and 5 inches maximum from the front edge of the unit.
--Sec. 602.5
3. Spouts shall provide a flow of water 4 inches height minimum.
--Sec. 602.6
TOILET FACILITIES:
1. A 60 inch diameter turning space or T-shaped space is required
in the toilet room. --Sec. 603.2.1 and 304.3
Doors shall not swing into the clear floor space for any fixture.
603.2.3 See exception for rooms used for individual use.
2. Water closet shall be mounted adjacent to a side wall or
partition. The distance from the side wall or partition to the
centerline of the water closet shall be 16 to 18 in. Sec. 604.2
3. When the accessible water closet is not in a compartment:
Clearance around the water closet shall be 60 inches minimum,
measured perpendicular to the side wall, and 56 inches minimum,
measured perpendicular to the rear wall. --Sec. 604.3.1
4. When the accessible water closet is in a compartment:
Wheelchair accessible compartments shall be 60 inches wide
minimum measured perpendicular to the side wall, and 56 inches
deep minimum for wall hung water closets and 59 inches deep
for floor mounted water closets, measured perpendicular to the
rear wall. --Sec. 604.8.1.1
Compartment doors shall not swing into the minimum required
compartment area. --Sec. 604.8.1.2
5. Grab bars shall have a circular cross section with a diameter of
1 1/4 inch minimum and 2 inches maximum, or shall provide
equivalent grasp. --Sec. 609.2
The space between the wall and the grab bar shall be 1 1/2 inches.
Sec. 609.3
Grab bars shall be mounted in a horizontal position 33 inches
minimum and 36 inches maximum above the floor. --Sec. 609.4
a. Side wall grab bars are required to start within 12 inches
of the back wall and extend to 54 inches from the back wall.
(The minimum length of the bar is 42 in) --Sec. 604.5.1
b. The rear bar shall be 24 in long minimum, centered on the
water closet. Where space permits, the bar shall be 36 in
long minimum, with the additional length provided on the
transfer side. --Sec. 604.5.2
6. The top of the water closet seats shall be 17 to 19 inches above
the floor. --Sec. 604.4
7. Accessible urinals shall be of the stall type or wall hung with
the rim at 17 inches maximum above the floor. Sec. 605.2
8. Accessible lavatories shall be mounted with the rim 34 inches
maximum above the floor. --Sec. 606.3
9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5
10. Water supply and drain pipes under lavatories shall be
insulated or otherwise treated to protect against contact.
--Sec. 606.6
11. Mirrors shall be mounted with the bottom edge of the reflecting
surface 40 inches maximum above the floor. --Sec. 603.3
GLAZING REQUIREMENTS
All glazing in hazardous locations is required to be of safety
glazing material. --Sec. 2406.1
Locations: Sec. 2406.3
1. Glazing in swinging doors except jalousies.
2. Glazing in fixed and sliding panels of sliding patio door assemblies
and panels in sliding and bifold closet door assemblies.
3. Glazing in storm doors.
4. Glazing in all unframed swinging doors.
5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed
edge of the glazing is less than 60 inches above a standing surface.
6. Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24-inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches above the
walking surface.
Exception: Panels where there is an intervening wall or other
permanent barrier between the door and glazing.
7. Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
7.1 Exposed area of an individual pane greater than 9 square feet.
7.2 Exposed bottom edge less than 18 inches above the floor.
7.3 Exposed top edge greater than 36 inches above the floor.
7.4 One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
See Exceptions.
8. Glazing in guards and railings regardless of the area or height
above a walking surface.
9. Glazing in walls and fences enclosing indoor and outdoor swimming
pools, hot tubs and spas where all of the following are present:
9.1 The bottom edges of the glazing on the pool or spa side is
less than 60 inches above the walking surface.
9.2 The glazing is within 60 inches of the water's edge.
10. Glazing adjacent to stairways, landings and ramps within 36 inches
horizontally of a walking surface when the glass is less than 60
inches above the plane of the walking surface.
11. Glazing adjacent to stairways within 60 inches horizontally of the
bottom tread of a stairway in any direction when the exposed glass
is less than 60 inches above the nose of the tread.
See Exceptions.
ATTIC REQUIREMENTS:
1. Provide an access to all attic areas with a clear height over 30
inches. The minimum size is 20 inches by 30 inches. There must be
30 inches or more clear height above the access. --Sec. 1209.2
Note: Opening may be required to be larger if mechanical equipment
is located in the attic space. See the International Mechanical
Code --Sec. 1209.3
2. Provide cross ventilation in all attic areas. The net free vent
area shall not be less than 1 square foot for each 150 square feet
of attic area with 50% of the required ventilating area provided by
ventilators located in the upper portion of the space at least
3 feet above eave or cornice vents. --Sec. 1203.2
Exception The minimum vent area may be 1/300 if a vapor retarder
having a transmission rate not exceeding 1 perm is
installed on the warm side of the attic insulation
and 50 percent of the required vent area is located
in the upper portion of the space at least 3 feet
above eave or cornice vents.
c. F. Brenner Inc. Architecture
P. 0. Box 217
Glenwood Springs, Colorado 81602
970-945-1001
Plan analysis based on
the 2003 International Building Code
Project Number: 08Ellis
Project Name: Office Building
Address: Battlement Mesa, CO
Occupancy: B,R-3
Construction: V-A
Date: March 21, 2008
Contractor: TBD
Architect: C. F. Brenner
Engineer: SGM
Report By: Chuck Brenner
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 2003 IBC.
It is a guide to selected sections of the code.
Report created using Plan Analyst software by b w & a. (719) 599-5622
SPRINKLER SYSTEM:
NFPA 13 sprinkler system throughout the building
Sprinkler system used for 1 hr. substitution --Table 601, Note d
FRONTAGE INCREASE:
Perimeter of the entire building = 380 feet.
Perimeter which fronts a public way or accessible open space = 266 feet.
Minimum width of public way or accessible open space = 50
Allowable area increased 45.0% for frontage increase.
Sec. 506.2 NOTE: Limit in Section 506.2.1 used.
FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS
2 Dwelling R-3 ok 2000 UNLIMITED AREA OK
TOTAL FOR FLOOR 2000 UNLIMITED AREA OK
1 Office B ok 5054 26100 0.19 ok
TOTAL FOR FLOOR 5054 26100 0.19 ok
B1 Office B ok 6881 26100 0.26 ok
TOTAL FOR FLOOR 6881 26100 0.26 ok
BUILDING TOTAL 7054 72342 0.1 ok
--Sec. 503, 504, 506 and Table 503
Page # 3
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, co
up/pr = Maximum percent of openings in the exterior wall.
Table 704.8
up -The maximum percent if all openings are unprotected.
pr -The maximum percent if all openings are protected.
If some are protected and some are not, then use formula
in Sec. 704.8
Openings in lhr walls are required to be protected with
3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4
Openings in walls required to be greater than lhr are required
protected with 1 1/2 hour assemblies. --Sec. 715.4
NL = No fire protection requirements for openings.
NP = Openings are not permitted in this wall.
* These walls may be required to have a parapet wall 30 inches
above the roofing. The parapet wall is required to have the
same fire rating as the wall and shall have noncombustible faces
for the uppermost 18 inches. --Sec. 704.11
Exception 1: A parapet wall is not required when the wall is not
required to be fire-resistive.
Exception 4: A parapet wall is not required on 1-hour fire-resistive
exterior walls provided:
4.1 Where roof/ceiling framing are parallel to the wall,
framing and support shall be not less than 1-hour
fire-resistive for a minimum width of 10 feet from
the inside of the exterior wall.
4.2 Where roof/ceiling framing are not parallel tb the
wall, the entire span of framing and support shall
be not less than 1-hour fire-resistive.
4.3 Openings in the roof shall not be located within 10
feet of the exterior wall.
4.4 The entire building shall be provided with not less
than a Class B roof covering.
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, co
WALLS ASSEMBLIES --Sec. 712.3
Through penetrations of walls:
Page # 5
1. Penetrations shall be installed as tested in the fire resistance
rated assembly. --Sec. 712.3.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch
of water and shall have an F rating of not less than the required
rating of the wall penetrated. --Sec. 712.3.1.2
Exception: Where penetrating items are steel, ferrous or copper
pipes or steel conduits, the annular space between the and the
penetrating item and the fire resistance rated wall shall be
permitted to be protected as follows:
1. In concrete or masonry walls where the penetrating item is a
maximum of 6 inches nominal diameter and the openings is a
maximum 144 square inches, concrete, grout or mortar shall be
permitted.
2. The material used to fill the annular space shall prevent the
passage of flame and hot gasses sufficient to ignite cotton.
Membrane penetrations of walls:
The requirements are the same as for through penetrations.
--Sec. 712.3.2
Exceptions:
1. Steel electrical outlet boxes that do not exceed 16 square inches
provided that the area of such openings does not exceed 100 square
inches for any 100 square feet of wall area. Boxes on opposite
sides of the assembly shall be separated by a horizontal distance
of not less than 24 inches.
2. Sprinklers with metal escutcheon plates.
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, co
DRAFTSTOPPING:
Page # 7
Draftstopping is not required in buildings equipped throughout with an
automatic sprinkler system in accordance with NFPA 13. --Sec. 717.3.3
Exception (floor) and Sec. 717.4.3, Exception (attic)
Opening in the partitions shall be protected by self-closing doors with
automatic latches constructed as required for the partitions.
--Sec. 717.4.1.1
OCCUPANCY SEPARATIONS --Sec .. 302.3.2 and Table 302.3.2
B to R-3 = 1-hour fire barrier
Openings in this fire barrier are required to be protected with 3/4 hour
fire assemblies. --Table 715.3
Except when required by Table 302.1.1, accessory areas occupying 10%
or less of the area of any floor and not more than the area or height
listed in Table 503 are not required to be separated. --Sec. 302.2
SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1
Furnace rooms where any piece of equipment is over 400,000 BTU
per hour input --Smoke barrier --Sec. 302.1.1.1
Rooms with any boiler over 15 psi and 10 horsepower
--Smoke barrier --Sec. 302.1.1.1
Refrigerant machinery rooms --Smoke barrier --Sec. 302.1.1.1
Incinerator rooms --2 hours and an automatic sprinkler system
Storage rooms over 100 square feet --Smoke barrier
--sec. 302.1.1.1
Note: This list covers only the most common uses. See Table
302.1.1 for a complete list.
EXIT REQUIREMENTS:
FL NAME NUMB
occ
MIN MIN
EXITS WIDTH
PANIC CORRIDOR DOOR
HDWR RATING SWING
NOTES
-------------------------------------------------------------------------
2 Dwelling 7 1 1.1 No N/A N/R 6~,? TOTAL FOR FLOOR 7 1 1.4 No N/A N/R
1 Office 51 2 7.7 No None Out 1 r
TOTAL FOR FLOOR 51 2 7.7 No None Out 11 ,~{)
B1 Office 69 2 10.4 No None out 1
TOTAL FOR FLOOR 69 2 13.8 No None Out Tf\.
-..)
;7 /_/
(]" /.~-
/.""-:_'
-/ f?<, ---~,/
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, CO
If 'CORRIDOR RATING = 1 hour or 1/2 hr
Page # 9
Walls shall be fire-resistive --Table 1016.1 Walls shall extend to the
underside of the floor/roof slab or deck or to the fire-resistance
rated floor/ceiling or roof/ceiling assembly above. --Sec. 708.4
Exception 2: Where the room-side membrane is carried through to the
underside of a fire resistance rated floor or roof, the
ceiling of the corridor shall be permitted to be protected
by the use of ceiling materials as required for a 1-hour
rated system or the ceiling shall be constructed as required
for the corridor walls.
Door openings are required to be protected with 20 minute (1/3 hour)
fire assemblies. --Sec. 715.3.3 & Table 715.3
Doors shall be self-closing or automatic-closing. --Sec. 715.3.7
Doors shall have an active latch bolt that will secure the door when
closed. --s•c. 715.3.7.1
Window openings are required to be protected with labeled 45 minute (3/4-fire-
hour) fire-assemblies. --Sec. 715.4 & Table 715.4
Exception: Glazing in 0.5-hour walls is permitted to have an 0.33-hour
rating.
The total area of windows shall not exceed 25 percent of the area of a
common wall with any room. --Sec. 715.4.7.2
Corridors shall not serve as supply, return, exhaust, relief or
ventilation air ducts or plenums. --Sec. 1016.4 See Exceptions
Fire resistant corridors shall not be interrupted by intervening rooms.
--Sec. 1016.5
Exception: Foyers, lobbies or reception rooms constructed as required for
corridors.
When more than one exit is required, exit access shall be arranged such
that there are no dead ends in corridors more than 20 feet.
--Sec. 1016.3
Exception 2: In Groups B or F with an automatic sprinkler system, the
dead end of a corridor shall not exceed 50 feet.
EXIT SEPARATION
In areas where 2 exits are required, the minimum separation is 1/3 of
the maximum diagonal of the area or floor measured in a straight line
between exits or exit access doorways.--Sec. 1014.2.1, Exception 2
Multiple means of egress shall be sized such that the loss of any one
means of egress shall not reduce the available capacity by more than
50 percent. --Sec. 1005.1
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, co
ADDITIONAL DOORS:
Page # 11
Where additional doors are provided for egress purposes, they
shall conform to the requirements in Section 1008.1
LANDINGS AT DOORS:
1. There shall be a floor or landing on each side of a door.
--Sec. 1008.1.4
2. Such floor or landing shall be at the same elevation on each
side of the door. --Sec. 1008.1.4
3. The floor or landing shall not be more than 1/2 inch lower than the
threshold. --Sec. 1008.1.6
4. Landings shall have a width not less than the width of the stairway
or width of the doorway, whichever is the greater. Where a landing
serves an occupant load of 50 or more, doors in any position shall
not reduce the landing dimension to less than one half it required
width. The minimum length in the direction of exit travel is 44
inches. --Sec. 1008.1.5
5. The space between two doors in series shall be 48 inches plus the
width of door swinging into the space. --Sec. 1008.1.7
Page # 13
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, CO
STAIRWAY ENCLOSURES:
1. Stairways are required to be in 1 hour fire resistive exit enclosures.
--Sec. 1019.1
Exception 4: Stairways that are not a required means of egress element
only need to comply with shaft enclosure requirements in
Section 707.2
See Exception 2 to shaft enclosures in Section 707.2
Exception 7 in Section 707.2, Not required if:
7.1 Does not connect more than two stories.
7.3 Is not concealed.
7.6 Is separated from openings to other floors by
construction complying with shaft requirements.
2. The openings into the exit enclosure are required to be 1 hour
fire assemblies. --Table 715.3
Openings into enclosure are limited to those necessary for exit access
to the enclosure from normally occupied spaces and for egress from the
enclosure. --Sec. 1019.1.1
Doors shall be self-closing or automatic closing. --Sec. 715.3.7
3. Exit enclosure must discharge directly to the exterior of the building.
--Sec. 1023.1
Exception 1: 50 percent of the number and capacity may exit through
areas on the level of discharge provided all of the
following are met:
1.1 There is a free and unobstructed way to the exterior that is
readily visible and identifiable form the exit enclosure.
1.2 The level of exit discharge is separated from areas below by
construction conforming the fire resistance rating for the
enclosure.
Exception 2: 50 percent of the number and capacity may exit through
a vestibule provided all of the following are met:
2.1 The area of the vestibule is separated from areas below by
construction conforming the fire resistance rating for the
enclosure.
2.2 The depth from the exterior of the building is not greater than
10 feet and the length is not greater than 30 feet.
2.3 The vestibule is separated from the remainder of the level of exit
discharge by construction providing at least the equivalent of
approved wired glass in steel frames.
2.4 The vestibule is used only for means of egress and exits directly
to the outside.
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, CO
AUTOMATIC SPRINKLER SYSTEMS --Sec. 903
Page # 15
If openings are not provided in each 50 feet on at least one exterior
wall or there is floor area more than 75 feet from an exterior opening,
an automatic sprinkler system is required. --Sec. 903.2.10.1
Openings shall have a minimum dimension of 30 inches. There must be at
least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction
thereof. --Sec. 903.2.10.1
Openings must be entirely above the adjoining ground level.
Exception: Openings below grade that lead directly to ground level by an
exterior stairway or outside ramp. --Sec. 903.2.10.1, #1
An automatic sprinkler system is required in fire areas containing an
R-occupancy. ~-Sec. 903.2.7
A residential'sprinkler system (NFPA 13R) is permitted. Sec. 903.3.1.2
Note: If used, increases exceptions cannot be used.
A residential sprinkler system (NFPA 13D) is permitted. Sec. 903.3.1.3
Note: If used, increases exceptions cannot be used.
WARNING: --If any of the above require a sprinkler system throughout
the building, then the sprinkler system cannot be used for one hour
substitution. --Table 601, Note d
STANDPIPE AND HOSE SYSTEMS --Sec. 905
Class III standpipe systems shall be installed throughout buildings
where the floor level of the highest story is located more than 30
feet above the lowest level of fire department vehicle access.
--sec. 905.3.1
Exception: Class I standpipes are allowed in buildings with an automatic
sprinkler system.
See sections 905.4 and 905.6 for required locations.
See section 905.7 for cabinet requirements.
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, co
WALL AND CEILING FINISH:
Page # 17
1. Wall and ceiling finish materials are required to comply with
Sec. 803.5 and Table 803.5.
2. Textile wall coverings shall have Class A flame spread index and
shall be protected by automatic sprinklers or meet the criteria in
Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1
3. carpet and similar textile materials used as a ceiling shall have a
Class A flame spread index and be protected by automatic sprinklers.
--Sec. 803.6.2
4. Expanded vinyl wall coverings shall comply with the requirements for
textile wall and ceiling materials. --Sec. 803.7
5. Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 6 inches.
--Sec. 1210.1
6. Walls within 2 feet of urinals and water closets shall have a smooth,
hard nonabsorbent surface, to a height of 4 feet above the floor.
--Sec. 1210.2
INSULATION NOTES:
1. Insulating materials shall have a flame-spread rating of no more than
25 and a smoke developed index of not more than 450. --Sec. 719.2
(concealed installation) and Sec. 719.3 (exposed installation)
2. Where such materials are installed in concealed spaces, the flame
spread and smoke developed limitations do not apply to facings,
coverings and layers of reflective foil that are installed behind
and in substantial contact with the unexposed surface of the
ceiling, wall or floor finish. --Sec. 719.2.1
Foam plastic insulations are required to be protected. --Sec. 2603
ADDITIONAL REQUIREMENTS:
For B occupancy
For R-3 occupancy
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, CO
Page # 19
5. Grab bars shall have a circular cross section with a diameter of
1 1/4 inch minimum and 2 inches maximum, or shall provide
equivalent graspability. --Sec. 609.2
The space between the wall and the grab bar shall be 1 1/2 inches.
sec. 609.3
Grab bars shall be mounted in a horizontal position 33 inches
minimum and 36 inches maximum above the floor. --Sec. 609.4
a. Side wall grab bars are required to start within 12 inches
of the backwall and extend to 54 inches from the back wall.
(The minimum length of the bar is 42 in) --Sec. 604.5.1
b. The rear bar shall be 24 in long minimum, centered on the
water closet. Where space permits, the bar shall be 36 in
long minimum, with the additional length provided on the
transfer side. --Sec. 604.5.2
6. The top of the water closet seats shall be 17 to 19 inches above
the floor. --Sec. 604.4
7. Accessible urinals shall be of the stall type or wall hung with
the rim at 17 inches maximum above the floor. Sec. 605.2
8. Accessible lavatories shall be mounted with the rim 34 inches
maximum above the floor. --Sec. 606.3
9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5
10. Water supply and drain pipes under lavatories shall be
insulated or otherwise treated to protect against contact.
--Sec. 606. 6
11. Mirrors shall be mounted with the bottom edge of the reflecting
surface 40 inches maximum above the floor. --Sec. 603.3
FIRE WALL REQUIREMENTS:
Each opening through a fire wall shall not exceed 120 square feet. The
aggregate width of openings at any floor level shall not exceed 25 percent of
the length of the wall. --Sec. 705.8
Code review for:
Project Id.: Office Building
Address: Battlement Mesa, CO
GLAZING REQUIREMENTS
Page # 21
All glazing in hazardous locations is required to be of safety
glazing material. --Sec. 2406.1
Locations: Sec. 2406.3
1. Glazing in swinging doors except jalousies.
2. Glazing in fixed and sliding panels of sliding patio door assemblies
and panels in sliding and bifold closet door assemblies.
3. Glazing in storm doors.
4. Glazing in all unframed swinging doors.
5. Glazing in doors and enclosures for hot tubs, whirlpools, .saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed
edge of the glazing is less than 60 inches above a standing surface.
6. Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24-inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches above the
walking surface.
Exception: Panels where there is an intervening wall or other
permanent barrier between the door and glazing.
7. Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
7.1 Exposed area of an individual pane greater than 9 square feet.
7.2 Exposed bottom edge less than 18 inches above the floor.
7.3 Exposed top edge greater than 36 inches above the floor.
7.4 One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
see Exceptions.
8. Glazing in guards and railings regardless of the area or height
above a walking surface.
9. Glazing in walls and fences enclosing indoor and outdoor swimming
pools, hot tubs and spas where all of the following are present:
9.1 The bottom edges of the glazing on the pool or spa side is
less than 60 inches above the walking surface.
9.2 The glazing is within 60 inches of the water's edge.
10. Glazing adjacent to stairways, landings and ramps within 36 inches
horizontally of a walking surface when the glass is less than 60
inches above the plane of the walking surface.
11. Glazing adjacent to stairways within 60 inches horizontally of the
bottom tread of a stairway in any direction when the exposed glass
is less than 60 inches above the nose of the tread.
See Exceptions.
.• ~~ ~ [.1 .. E 7".1... y q R S
. ~--!-·-·~-y··· -1
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yhu;cki?reDne~
C.F: Brenner, lhc. Architecture
I I I '
0012Road 111
Car~on~al~. C9 81623
R.e.d. R.qof Office Building
YTBD Sipprelle Drive, Parachute, CO
.6TH, .SUITE 200
Gl-ENWOOD SPRINGS, CO 8 I 60 I
970·945·1 004
FX: 970•945-5948
Existing Conditions Observation & Recommendations
Chuck,
ASPEN
P.O. BOX 21 55
ASPEN, CO 81612
970·925·6727
FX: 970·925·4157
CRESTED BUTTE
P.O. BOX 3088
CRESTED euTTE, CO 61224
970-349-5355
FX: 970<349-5358
For the building referenced above, Bill Swigert and I observed existing conditions of the
structural elements. The building's original structural drawings by Shipman Structural
Engineering, Inc. dated 11/18/81 were on hand during our observation. During our observation,
accessible structural components were compared to the building's original structural drawings.
We were able to observe framing; however, we were not able to observe footing sizes or
foundation reinforcing. Construction of this building we understand was halted about 25 years
ago before a final inspection and certificate of occupancy was issued by the Garfield County
Building Department.
The following are recommended items to be performed to complete the building structural
system. Sheets referenced are from the original structural drawings by Shipman Structural
Engineering.
1. 14" Truss Joist T J I 35 at 24" on-center were installed instead of 14" wood roof trusses at
24" on-center (see plan 2, sheet S3). Structural properties ofT Jl 35 at the time this
building was constructed are an acceptable substitution. The manufacturer of the T Jl
35 requires a sloped plate at the bearing point, and during our observation no sloped
plates were found. Provide a sloped bearing plate at all roof joist bearing locations at
bearing walls or Glulam beams (see details 2. 3. 4. & 7. sheet S5). Replace any
Simpson "H" clips or bridging removed for installing sloped bearing plate.
2. A connection detail for the 6 %" Glulam beam along grid line D to steel columns at each
end was not included in the drawings. A '/.." bent plate boot with 6" bearing and ( 4) thru-
bolts was installed in the field. This connection is sufficient for the Glulam beam.
Provide a primer paint coating on each bent plate connection.
3. Provide 1"+ non-shrink grout under all steel column base plates (see detai16, sheet S2).
Only the leveling nuts were present under the columns observed at the exterior walls
(along grid line 2 and E) and at the interior (grid locations B3, C3, D3, etc). Also, grout
solid all steel beam pockets in foundation walls (grid locations B4, B5, and E5).
Red Roof Office Building Page 1 of 2
YTBD Sipprelle Dr., Parachute, CO
4. Replace any water-damaged %" roof plywood sheathing panels. Attach new%"
plywood panels to existing roof members with 1 Od nails at 6" on-center as required on
structural roof framing plan (see plan 2, sheet S3). When damaged plywood is
removed, the top chords of the roof members must be checked by an engineer from our
office for damage and replaced if necessarv. A water damaged area in the roof
sheathing was found during our observation approximately at grid location "C4".
5. Provide Y," plywood sheathing on the interior face of all the 2x4 at 16" on-center stud
cripple wall supporting the roof ioists above the Glulam beams (see detail 2, sheet S5).
Install any insulation required at this wall at this time.
6. Repair any concrete cracks in the upper floor topping or lower level slab with a patching
compound. Follow all manufacturers' recommendations for installation. A long
shrinkage crack was found during our observation in the upper floor concrete topping
between grid lines "C" and "D."
The exterior patio area on the southwest corner of the building is partially covered with wood
trusses, %" plywood sheathing, and some wood beams. Since the patio roof was left exposed
when the construction ceased, extensive damage of the wood structure has occurred. We
recommend removing and replacing all of the wood in this area when any future renovations to
this building occur. Concrete, masonry, and brick in this area show no sign of decay and may
remain.
Overall, the building appears to be performing satisfactorily. Although we were only able to
observe framing, and not footings, stem walls, and associated reinforcing, based on the age of
the building, and its performance during this time, it is our opinion that the foundations were
installed properly. From the conditions observed and after all recommended repairs listed
above are complete, we believe the building will be structurally adequate to be occupied.
Sincerely,
SCHMUESER GORDON MEYER, INC.
Mindy Pennington, E. I.
Reviewed By:
/(Jd/8-~-~
Bill Swigert, £I J
Cc: Efile
Attachments:
1. Structural Drawings, Shipman Structural Engineering, Inc. dated 11/18/81 (Sheets S1-S5).
2. Structural Observation Photos (page A1-A3)
Red Roof Office Building Page 2 of 2
YTBD Sipprelle Dr., Parachute, CO
Photos of Structural Observation
Schmueser Gordon Meyer, Inc.
June 26, 2008
Item 1: Roof joist bearing
Item 2: Glulam connection paint
Item 3: Grout at column bearing
Red Roof Office Building
YTBD Sipprelle Dr., Parachute, CO
Item 2: Glulam connection paint
Item 3: Grout at column bearing
PageA1
Photos of Structural Observation
Schmueser Gordon Meyer, Inc.
June 26, 2008
Item 4: Water-damaged plywood
Item 5: Plywood sheathing
Item 6: Concrete cracks
Red Roof Office Building
YTBD Sipprelle Dr., Parachute, CO
Item 5: Plywood sheathing
PageA2
Photos of Structural Observation
Sphmueser Gordon Meyer, Inc.
June 26, 2008
Exterior Patio Roof
Concrete and masonry foundation walls
Red Roof Office Building
YTBD Sipprelle Dr., Parachute, CO
Exterior Patio Roof
PageA3
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. f). 0
8.1
WI 1 { a-J/2~1H..
BC Business Center fiv~~ ft.-/
Uses, by right: Retail commercial establishments including grocery, dry
goods, hardware, bakery, liquor, drug, florist, books, sr;ortiiB goods,
appliances, variety stores, department stores, autOirotive accessory parts,
furniture, garden supply, animal feed, plant nursery outlets and similar
uses.
Personal service establishments, including barber, beauty, self-service
laundry, dry cleaning, photo and art studios, travel agency, shOe repair,
health spa, private clubs, indoor eatiiB and drinking establishments (which
may include liquor), banks and similar uses.
Offices for business and professional uses.
Research facilities, testing laboratories, and facilities for
manufacturing, fabrication, processing or assembly of products pr011ided
that such facilities are completely enclosed and provided that noise,
smoke, glare, vibration, fUires or other environmental problems which exceed
normal residential conditions are confined to the user's lot.
Churches, day-care centers and indoor theatres.
Recreation facilities.
Gasoline service stations, car wash and automotive services, which must be
sited with limited vehicular access and with service areas reasonably
screened from public view •.
Multiple family dwelllhgs when lo a ted above retail commercial, personal
service or office uses •
Public and semi-public uses as specified in this PUD.
8.2 Uses, conditional: Church, canmunity building, day nursery and scl=l,
auditorium, public building for administration, fraternal lodqe, art
gallery, museum, library.
8.3 Uses, special: Extraction and processing of natural resources .
8.4 Intensity of Use: See general conditions under Supplementary Regulations .
8.5 Minimum Lot Area: 7,500 square feet .
-19-
8.6 Maximum Site Coverage: lbt rrore than 80% of the platted area at the time
of subdJ.nsJ.on shall be covered by buildings, parkin:~· areas, arrl private
streets. A minimum of 10% of the site shall be in unpaved larrlscape
develqxrent.
A lot shall not be limited to one principal structure provided:
( 1) 'l11e uses of each structure shall be allowed within the applicable ZOI
district.
( 2) The total accumulated improvements do not exceed the maximum site
coverage nor violate arrt other requiretrents of the zone district.
(3) The entire lot remains under one ownership.
8. 7 Minimum Setbacks:
( 1 l Front Yard:
( a) Arterial Streets: 100 feet from street centerline or 50 feet
., fran front. lot line, l>bichei.Ter is greater.
~1)11~
~
(b) Collector Streets: 90 feet from street centerline or 50 feet frc
front lot line, whichever is greater.
(c) Local Streets: 65 feet from street centerline or 40 feet fran
front lot line, whichever is greater. . •
(2) Rear Yard: 25 feet when a::ljacent to residential uses; 10 feet when r
a::ljacent to residential uses • . ~ ,r> _.J) TO'"' ( 3) Side Yard: 10
~-C\ () a comer lot.
~~0 ~ 8.8 Maximum Building Heigh fee measured at
()_
1 1~'[ the center of the buJ.ldi . .,;..._.-r ( '0 tftlttJ the vertical to the grade <
fz. t~ q--fWt
~· . 8.9 Minimum Off-Street Parking:
(1~ ( ( 1 ) Retail ccxtlllercial and personal service: One parkin:~ space per 200
square feet of floor area (except storage area).
( 2 l Research facility, testifl:l laboratory, manufacturing,
processing: One parkin:~ space per 400 square feet of
( 3) Church or theatre: one parkin:~ space per three seats.
~fice arrl professional uses: one f_)arking space per 300 square
~of floor space.
-20-
• • • • • • • • • • • • • • • • • • •
.,
(5) Recreation facility: Parking shall be provided on the basis of one
parkirg space per each four persons using the facility (figured at a
maximum capacity use period).
( 6) Motels and hotels: One parking space per nntel or hotel unit •
(7) Multiple-family dwellings: One and one-half parking space per
dwelling unit •
(8) Gasoline Service Stations: Minimum 8 spaces excludirg service areas
and service bays •
(9) For all other uses: See Supplementary Regulations (Section 10.6).
8.10 Additional Requirements: All uses shall be subject to the provisions under
Section 10.0 (Supplementary Regulations) and Section 11.0 (Modifications to
Subdivision Regulations) •
· .
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Parcel Detail Page 1 of5
Garfield County Assessor/Treasurer
Parcel Detail Information
. Assessor/Tr~:tsurer Pmp_~I1Y~~~<tr.ch I Assessqr Subset_Q_uezy I Asse~ssor
Sales S~.:tr~h
Clerk.& Recqrder R~~~ption Se.:trch
Basic Building_Characteristics I Jax Infqrmation
Pan~Ql Detail I Y:tlue Detail I S<tles Detail I R~sidential/CQ!lli!lercial
Inn2rovement Det<til
Land_Detail I PhotQgr.<t]2hs I Mill Leyy Rey_~nues Detail
[I;] Account Parcel 2007 Mill
Number Number Levy a
I 080 II R470053 ))24071720 1 004)1 38.002
Owner Name and Mailing Address
IRA WHIDESERVICES, LLC AND
)JP OIL FIELD SERVICES, LLC
)400 YARROW CIRCLE
)PARACHUTE, CO 81635
Assessor's Parcel Description
(Not to be used as a legal description)
)SECT,TWN,RNG:17-7-95 SUB:TOWN
)CENTERFLG. #1 BLK:1 LOT:4.
)PRE:R270224 BK:0614 PG:0573
)RECPT:743703 RECPT:743702 BK:1734
)PG:89l RECPT:684137 BK:1734 PG:890
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=24071720 1 004
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7/22/2008
Parcel Detail Page 2 of5
IRECPT:684136 BK:0814 PG:0686
IBK:0776 PG:0563 BK:0769 PG:0518
Location
I Physical Address: jjsiPPRELLE DR P ARACHUTEj
I Subdivision: IITOWN CENTER FLG. #1 I
I Land Acres: llo
I Land Sq Ft: jj38,768 I
I Section II Township II Range I
I 17 II 7 II 95 I
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 96,92011 28,11011
!Improvements: II 23o,noll 66,9101
I Total: II 327,64011 95,0201
AdditiQn!!l Value Det?il
Most Recent Sale
Sale Date: jj2/27 /2008
Sale Price: 1!540,000
Basic Building Characteristics
Number of Residential lo I Buildings:
Number of Comm!lnd
11 I Buildings:
http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=24071 720 1 004 7/22/2008
Parcel Detail Page 3 of5
Commercial/Industrial Building Occurrence 1
Characteristics
UNFINISHED BSMT: 115,054 I
1 STORYII
W /BASEMENT: .5 '054 I
TOTAL HEATED[[5 054 AREA: ' I
I SPEC.PURPOSE-
ABSTRACT CODE: . IMPROVEMENTS
ARCHITECTURAL [RESTAURANT I STYLE:
I EXTERIOR wALL: IIBRICK/FRAM I
I ROOF COVER: IIPRO PANEL I
I ROOF STRUCTURE: IIMANSARD I
I INTERIOR WALL: !!UNFINISHED II
I FLOOR: IIUNFINISHED I'
I HEATING FUEL: IINONE I
I HEATING TYPE: IINONE I
I STORIES: IISTORIES l.O I
I BATHS: I 0
I ROOMS: II
I UNITS: I 0
I BEDROOMS: I 0
'I YEAR BUILT: 111983 I
Additional R~sidS<nJ:iaJLCommercial Improvement Detail
Tax Information
I Tax Year II Transaction Type II Amount I
1 2oo7 II Tax Payment: Whole II ($3,610.96)1
II II
http:/ /www.garcoact.com/assessor/parcel.asp?Parce!Number=24071720 1 004 7/22/2008
Parcel Detail Page 4 of5
2007 II Tax Amount II $3,610.961
2006 II Tax Payment: Whole II ($3,91 0.92)1
2006 II Tax Amount II $3,910.921
2005 II Tax Payment: Whole II ($5,083.92)1
2005 II Tax Amount II $5,083.921
2004 II Tax Payment: Whole II ($3,002.02)1
2004 II Tax Amount II $3,002.021
2003 II Tax Payment: Whole II ($3, 199 .40)1
2003 II Tax Amount II $3,199.401
2002 II Tax Payment: Whole II ($2,394.24)1
2002 II Tax Amount II $2,394.241
2001 II Tax Payment: Whole II ($2,351.14)1
2001 I Tax Amount I $2,351.141
2000 Tax Payment: Whole ($2,829.80)1
2000 Tax Amount I $2,829.801
1999 II Tax Payment: Whole II ($2,396.20)1
I 1999 II Tax Amount II $2,396.201
Iop_QfPagQ
AssQS_S_9Il2<!tabase Search OptiQDS I I!::9JtSJJI§r Database Search Options
Cl9Ik_& Recorder Dlitl!ba.~e SQa.t;d1Qptiom
Garfidd CoJJnty_Homk_Pa.gQ
The Garfield County Assessor and Treasurer's Offices make every effort to
collect and maintain accurate data. However, Good Turns Software and the
Garfield County Assessor and Treasurer's Offices are unable to warrant any of
the information herein contained.
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240717201 004 7/22/2008