HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945.8212 Fax: (970)384-3470 Project Address Parcel No. RD TWN 5 RGE 96
SEC 29,32,-, CO 213532100009 Owner Information Address Berry Petroleum Co. & Marathon Oil 950 17TH ST Denver CO 80202 SubdIvision Phone Contractor{s I Phone Primary Contractor OPD (281
)371·7500 Yes Proposed Construction' Details CE calJed Phil on 7/17/09 with bal. due $292.53 & ready for PU Valuation: $ 22,530.00 500 FEES DUE Fee Commercial Building Fee Plan Check
Fee Total: Monday, July 20, 2009 Amount' $363.25 $236.11 $599.36 Total Sq Feet: FEES PAID Inv.Total Pay type ' ArnfPaid·· Amt Due Inv# BLCO·7·09·19547 $ 599.36 Check # 5921 Check # 5914
$292.53 $306.83 $ 0.00 Section Township Range Cell Required Inspections: Fo"",p"tiO""'''' 1 (970)384-5003 Inspection IVR See Permit Record Building Department Copy 2
I 2 3 4 5 6 7 8 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 40 I, Glenwood SpIings, Co 8 I 60 I Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003
www.garfield~county.com Parcel No: (this infonnation is available at the assessors office 970·945~9134) 2135-321-00-009 Job Address: (if an address has not been assigned, please provide
Q., Hwy or Street Name & City) or and legal description SW 1/4, Section 33, Township 5 South, Range 96 West of the 6th P.M. Lot No: Block No: SubdJ Exemption: Owner: (property owner)
Mailin~ Address: Ph: Berry Petro/Marathon Oil 950 1llh StSte2400DenverC080202 (303) 825-3344 Contractor: Maili~1 Address: Ph: OPD POB 8 0 Katy, TX 77492 281-371-7500 Architect! Engineer:
Mailin~ Address: Ph: Jerry Divin P.E. POB 8 OKaty, TX 77492 281-371-7500 S~ Ft. of Building: 50 S~ Ft or Acres of Lot: 88 acres Hei!ht: 19'-" Use of Building: Instrument Air Compressor
Building to house air compressor AltPh; AltPh: 281-371-5947 AltPh: No.ofFIoors: 1 9 Describe Work: Construction of aff;?if;'!i(:jfuj:@~§§D~~iii:lf!iii~:Please contact Phil Vaughan 970-625-5350
w/questions 10 Class of Work: E1New o Alteration o Addition 11 Garage: Septic: o Attached 0 Detached o ISDS o Community 12 Driveway Pennit: Owners valuation of Work: $33,000.00 $ NOTICE
Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signatme below is not that ofthe Owner,
a separate letter of authority, signed by the Owner, must be provided with this Application. Ltlgal Access. A Building Pennit cannot be issued without proof of legal and adequate access
to the property for purpOSes of inspections by tlle BUilding Department. Othtlr Permits. Multiple separate pennit~ may be required: (1) State Electrical Permit, (2) County ISDS Permit,
(3) another permit requircd 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 Pennit
becomes null and void if the work au!horizcd is not commenced within 180 days of the date of issuance and if work is slIspended or abandoned for a period of 180 days after commencement
CERTIFICATION 1 hereby certifY that I have read this Application and that the infonnation contained above is true and correct. I tmderstand tllat the Building Department accepts the
Application, along with thc plans alld specifications and other data submitted by me or on my behalf (S1.1bmittals), based upon my certifiCation as to accuracy. Assuming completeness
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 !he
submittals reviewed by the Building Department. In consideration of the issuance of the Building Pennit, r agrec tllat I and my agents wi!! comply with provisions of any federal, state
or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s», I acknowledge that the Building Permit
may be suspended or revoked, upon notice from the Connty, 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 el1ter the property, described above, to inspect the work. I further acknowledge that
the issuance of the Building Pennit does not prevent the Building Official from: (J) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping
construction or use ofthe structurc(s) or facility(ies) ifsuch 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 constitllte an accept. ..m ce of responsibility or liability by the County of errors. omissions or discrepancies. As the
Owner, I acknowledge that responsibility for compliance with federal, Slate and local Jaws and County Regulations rest with me and my authorized agents, including without illmtatlon
my arcllltect deSIgner, engmeer and! or budder I~ :~~ :;::RE~ ANO;'ERSTANOTBE N~~~~~; CERTITlCATlON ABOVE Q)/VNERflSIGNATURE ~ DATE STAFF USE ONLY Special Conditions: r S'(X)4~ ft'f~'Qr,.
Adjusted Valuation: Plan Check Fee: ;,{'':' (,. (( Permit Fee: 5(, 3. ;)..5 Manu home Fee: Misc Fees: J,J.-,r5 30, (}O _-v ~. ~ ISDS Fee: Total Fees: Fees Paid: Balance Due: ~ Issue
Date: ISDS No & Issued Date: S4'Q,3h 3:::J.o. 83 ;'fqi/53 CD-7-c;?t -lUG) Setbacks: OCC Group: ConstType: Zoning: F-l VB RL BL~ DEPT: ~\. ~\ ' ~~), \~\.~" 7/~61, PL~~~", '\ ~~\l~\\~~
7/l0i<?t . ApPR)VAL DATE APPROVAL '\ DATE
The following items are required by Garfield County for a final Inspection: I) 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 mnning 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 constmcted to all IBe 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 offby the Garfield County Road & Bridge Department
for driveway installation, where applicable; as well as any final sign off by the Fire District, andlor 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 US!!: 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. 7/7/09 OWNERS SIGNATURE DATE Bapplicationdecember2007
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 IS"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 line. A section showing in detail, from the bottom of
the footing to the top of the 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 in compliance with the 2003 !BC, IPC, IMC, IFGC, and IFC. Applicants are required to indicate appropriately and to submit completed checldist at
time of application for a permit: I. 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 of 30% 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. YesX ---2. Does the site plan when applicable include the location of the LS.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 X __ 3. Does the site plan indicate the location and direction ofthe State, County or private road accessing
the property? Yes_X __ 4. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project_X _ 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? Y esX 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? YesX_ _ Not necessary for this project_ _ 2
7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Y es~ Not necessary for this project _ 8. Do the plans indicate
the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes_ _ Not necessary for projectX_ _ 9. Do the plans indicate
the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes~ _ 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_X __ Not necessary for this project __ II. Do the plans include design loads
as required for floor loads under the IBC or IRC? YesX_ _ Not necessary for this project_ _ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction? Yes_X __ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? YesX_ _ 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? YesX_ _ Not necessaty for this project_ __ 15. Does the building
section drawing or other detail include the method of positive connection of all columns and beatns? Y es~_ 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? (Check applicable
zone district for building height maximum) YesX_ _ Not necessary for this project_ _ 3
17. Does the plan include any stove or zero clearance fireplace plalmed for installation including make and model and Colorado Phase II certifications or Phase II EPA certification?
Yes_ _ Not necessary for this projectX_ _ 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 prOjectX_ _ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms andlor basements comply with the requirements of
the IBC or IRC? Yes_ _ Not necessary for this projectX_ _ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all
habitable rooms? YesX_ _ Not necessary for this pl"oject _ 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? YesX_ _ Not necessary for this project_ _ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? YesX_ _ No
Not necessary for this project. __ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) YesX_ _ Not necessaJY
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_X __ 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 projectX_ _ 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 projectX_ _ 4
27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes _ Not necessary for this project_X _ 28. Have two (2) complete sets of construction
drawings been submitted with the application? YesX_ _ 29. Have you designed or had this plan designed while considering building and other construction code requirements? YesX_ _ 30.
Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? YesX_ _ 31. Do your plans comply with
all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks.
Yes,_X _ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes_X __ 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 "Pel1Dit" fee as well as any "Septic System" or "Road
Impact" fees required, at the time you pick up your building permit? YesX_ _ 34. Are you aware that you are required to call for all inspections required under the mc including approval
on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? YesX 35. Are you aware that the Pel1Dit 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 Unifol1D Codes? Yes_X __ 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 7:30 a.m. and 3:30 p.m. Monday
through Friday. Inspections are to be called in to 384-5003. YesX_ _ 5
37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? YesX 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 pennit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You
can contact the Road & Bridge Department at 625-860 I. See Phone book for other agencies YesX 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perfOlm installations and hookups? The license number will be required at time of inspection. YesX 40. Are you aware, that on the front of the building pelmit application
you will need to fill in the Parcel/Schedule Number for the lot you are applying for this pelmit on prior to submittal of the building permit application? Your attention in this is appreciated.
YesX 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? YesX_ _ (Please check with the building department about this
requirement) 42. Do you understand 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 _X__ 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 !BC to prepare the plans and specifications for the project. Yes Not Necessary for this project _X ___ _ 44. If you anticipate obtaining
a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter.
Yes 6
I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 7/7/09 Signature Date 970-625-5350 Phone: ______ (days); _________ (evenings)
Jackrabbit Compressor Statioh-Ins!. Air Bldg. Project Name: _____ . __ _ SW1/4,S33,T5S, R96W, 6th P.M. Project Address: ______ _ Note: On any of these questions you may be required to
provide this information. If required infOimation is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the pelmit. *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 detCimine 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
Building Plan Review Description of Work: Instrument air compressor bldg to house air compressor Bin #: B-4 Location Address: TWN 5 RGE 96 SEC 29,32,., CO Case Manager: Ken Smith Plan
Ca.e Number: BLDG· 7·09-5993 Parcel: 213532100009 Application Date: 07/07/2009 _____ ;Engineered Foundation _____ Driveway Permit _____ Surveyed Site Plan ____ --'Septic Permit and Setbacks
___ ~_GradelTopography 30% _____ Attach Residential Plan Review List _____ Minimum Application Questionnare ____ ~Subdivision Plat Notes _____ Fire Department Review _____ Valuation
Determination/Fees _____ Red Line Plans/Stamps/Sticker ____ --1Attach Conditions ____ --'Application Signed ____ -'Plan Reviewer To Sign Application ____ -'Parcel/Schedule No. ____ --:40#
Snowload Letter· Manu. Homes _____ ,Soils Report Wednesday, July 8, 2009 Contacts Owner: Berry Petroleum Co. & Marathon Oil Applicant: Berry Petroleum Co. & Marathon Oil Applicant Phone:
Emai~ Planning/Zoning _____ Property Line Setbacks _____' 3 0ft Stream Setbacks _____ Flood Plain _____ ..<>Building height _____ -"-20ning Sign-off _____ ,RoadlmpactFees __ -,-__ HOAlDRC
Approval _____ .GradeITopography 40% _____ ,Planning Issues -----l!Subdivision Plat General Comments:
BUILDI GARFIELD COUNTY, COLORADO INSPIEC1'ION WiLL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOIB MIT Datelssued_---',."---""'-'~'_'_O_-CJ=__q_"__ __ permitNo.31W.f. vq. , (I q AGREEMENT
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the
proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction
of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. This Card Must Be Posted So It Is
Plainly Visible From The Street Until Final inspection INSPECTION RECORD FO~ aI~ci: ~ Driveway 6-3 -D C( 6:1a2:: d n&: is-3 -09iJrv-Insulation Underground Plumbing Drywall Rough Plumbing
E§ectric Final (by State 111sp.e(i;OI') {Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL s-?'3-jO ~m~ E!e.cti'k Rough (by State inspector) (You M1..1st Cal! For Filla!
Inspection) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors installed & Firestopping in pla.;:e) APPROVED Date THIS PERMIT IS NOT TRANSFERABLE for Inspection
(all 970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD "l7J.f)-C1l By ~ \ '-"""-,,Jii"""'-'ifV~r" t~~-PROTECT PER~M
WEATilR DAMAGE (DO NOT LAMINATE)
COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 PERMIT #: 665154 Permit Holder: PYRAMID CORPORATION 2375 LELAND AVE GRAND JUNCTION 815050000 Inspection
Report Date Inspected: 02/26/2010 Phone: (970) 257-0800 Fax: ( ) -Email: kelly,nicholes@pyramidcorporation,com Site Owner: LAT 39 34'14,331" LONG 108 10'45,763" MARATHON OIL/BERRY PETROLEUM
Status: Accepted Parachute, Garfield County, Phone: Inspection type: Complete Final Partiallnspection:N NEW COMMERCIAL Trim PermitN Inspector: Cyrus Tuchscher 970-625-5085 Corrections:
1) Plaquard for NEC article still needs to be installed 210,5(C) Premises wiring system has branch circuits supplied from more than one nominal voltage system, each ungrounded conductor
of a branch circuit shall be identified by phase or line and system at all termination, connection, and splices 2) Control room will require a new permit and inspections 3) Any added
heat trace will require new permit and inspections 4) Installer on site making corrections for item #1 above 5) No building permit card available 6) Electric final OK Comments: 3/24/2010
Page 1
West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 10-7-09 Inspection Report Client: Phil Vaughan Construction
Management Inc. Report #7 Page 1 of 1 Project: Enterprise Gas Processing LLC Jack Rabbit Compressor Station Address: Garden Gulch Rd. Building Permit No.: BLCO-6-09-1119 Instrument Air
Building General Contractor: OPD Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the high strength bolting at the end wall frame column & rafter
connections. Also tested a minimum of two bolts per connection for proper tightness. Verified that the rod bracing was installed. The high strength bolting inspected above appeared to
be in significant conformance with the drawings & details, and appeared to meet the quality requirements ofthe AlSC Specification for Structural Joints Using ASTM A325 or A490 Bolts.
I did however notice that one flange brace was not yet installed at one of the columns. The onsite personnel with OPD & the steel erectors were made aware of this brace that needed installed,
and I will verify that it has been installed on a future visit. InspectorlTechnician: Douglas E Young
lopol OPTIMIZED PROCESS DESIGNS, INC. CLIENT ENTt:BPBIS/E; PLANT JItOc. 6fZf313IT ENGINEERS AND CONSTRUCTORS KATY, TEXAS SUBJECT I6!.?TBUmENT AlB (omPf\ESs:,OR 8LDrit, fOAl. 8 LPc>"
it 1/REFEBENCr= : 1. OPO D«,I1WIN6, 11 PI343b -")3i-0507 2.. STRUCTVR8L DESMA! MIlt by Vf Bv/ld/nj.S • VPC File-; marathon Atr COMpre:;s",p, -FltJo,J·VPc. 3. VP Drav..iI;',g,s) PCJ,3e
3) Job # og~402c) _jl.lI'/2)!JJi).i3L [i 5 QLL~f> I;A B)N.~" Rt.=-F. Git=.oTt:c.Hm{'11L f,5P6p.r by KJeinSeJder-SHEET NO. I OF /0 DATE /0'08 JOB NO. 0 708' BY J lAD CHKD. 2.4' CD r E9-~r----~~-----~t
-I I -+ 0-PLaN I I I l-i Sec tlbN 1.4 I . IS.8, q/J"wable :: 3) 500 PSE SV5fAIN£1J L.6ADS 1 /:5 on 5/1/'? Sl 7H/eK LOCATED IVIEI'lR BORING, /318 171',£17 WILL RUENr= IJPPRc!X. 30' of
FlU r:.ONTBOLL lAir;, LQAD j,~ L C. # I-h (/I.) H 2(1') Vv 0(.) /0.7 I 12. ~4,o 14--2.8 /,4-
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 P b 2. 0 F It) Copyright (C) 1987 by Concrete
Reinforcing Steel Institute ******************************************************************************* LOCATION -07086 INSTRUMENT AIR COMPRESSOR BUILDING "#//COLUMN REACTIONS AXIAL
LOAD --3.4 KIPS ECCENTRICITY (MAJOR AXIS) -0 FEET ... (MINOR AXIS) -0 FEET BENDING MOMENT (MAJOR AXIS) -0 KIP-FT SHEAR LOAD (MAJOR AXIS) -0 KIPS BENDING MOMENT (MINOR AXIS) -0 KIP-FT
SHEAR LOAD (MINOR AXIS) -2.8 KIPS FOUNDATION PARAMETERS FOOTING WIDTH -5 FEET FOOTING LENGTH -5 FEET FOOTING THICKNESS -1 FEET PEDESTAL HEIGHT -3.5 FEET PEDESTAL LENGTH -2 FEET PEDESTAL
WIDTH -
1. 67 FEET HEIGHT OF SOIL ABOVE FOOTING -WEIGHT OF SOIL ABOVE FOOTING -FLOOR OR GROUND SURCHARGE -2.5 110 o FEET PCF PSF f''3 3//0 ********************************************************************
*********** RESULTS OF ANALYSIS JAl5Tfi,f}mENT AIR comPAESSPtR. I3O:)~ ****************************************************** *******~44************** FOUNDATION CORNER 1 -CORNER 2 CORNER
3 CORNER 4 CORNER SOIL 1.15 KSF o KSF 1.15 KSF o KSF BEARING PRESSURES FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) -FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS) -TOTAL WEIGHT
OF FOOTING AND LOAD -8.060001 KIPS RESISTING MOMENT (MAJOR AXIS) -20.15 KIP-FT RESISTING MOMENT (MINOR AXIS) -20.15 KIP-FT OVERTURNING MOMENT (MAJOR AXIS) -0 KIP-FT OVERTURNING MOMENT
(MINOR AXIS) -12.6 KIP-FT 99999 1.6 2-/B '-0<>' v
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 ~opyright (C) 1987 by Concrete Reinforcing Steel
Institute Pj .:)/10 ******************************************************************************* LOCATION -07086 INSTRUMENT AIR COMPRESSOR BUILDING #: 1/COLUMN REACTIONS AXIAL LOAD
--4 KIPS ECCENTRICITY (MAJOR AXIS) -0 FEET (MINOR AXIS) -0 FEET BENDING MOMENT (MAJOR AXIS) -0 KIP-FT SHEAR LOAD (MAJOR AXIS) -0 KIPS BENDING MOMENT (MINOR AXIS) -0 KIP-FT SHEAR LOAD
(MINOR AXIS) -2.2 KIPS FOUNDATION PARAMETERS FOOTING WIDTH -5 FEET FOOTING LENGTH -5 FEET FOOTING THICKNESS -1 FEET PEDESTAL HEIGHT -3.5 FEET PEDESTAL LENGTH -2 FEET PEDESTAL WIDTH -
1. 67 FEET HEIGHT OF SOIL ABOVE FOOTING -WEIGHT OF SOIL ABOVE FOOTING -FLOOR OR GROUND SURCHARGE -2.5 110 o FEET PCF PSF P0 6/10 **********************************************************************
********* RESULTS OF ANALYSIS INSTAIlYYl5/YT I7iR t~mPf?,eSSbR.. BLI)G, r;. /1 ******************************************************************************* FOUNDATION CORNER 1 -CORNER
2 CORNER 3 CORNER 4 CORNER SOIL .85 KSF o KSF .85 KSF o KSF BEARING PRESSURES FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) -99999 FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS)
-1.88 TOTAL WEIGHT OF FOOTING AND LOAD -7.46 KIPS RESISTING MOMENT (MAJOR AXIS) -18.65 KIP-FT RESISTING MOMENT (MINOR AXIS) -18.65 KIP-FT OVERTURNING MOMENT (MAJOR AXIS) -0 KIP-FT OVERTURNING
MOMENT (MINOR AXIS) -9.899999 KIP-FT
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 Copyright (C) 1987 by Concrete Reinforcing Steel
Institute pa G //0 ******************************************************************************* LOCATION -07086 INSTRUMENT AIR COMPRESSOR BUILDING If 1/COLUMN REACTIONS AXIAL LOAD
-10.7 KIPS ECCENTRICITY (MAJOR AXIS) -0 FEET (MINOR AXIS) -0 FEET BENDING MOMENT (MAJOR AXIS) -0 KIP-FT SHEAR LOAD (MAJOR AXIS) -0 KIPS BENDING MOMENT (MINOR AXIS) -0 KIP-FT SHEAR LOAD
(MINOR AXIS) -.6 KIPS FOUNDATION PARAMETERS FOOTING WIDTH -5 FEET FOOTING LENGTH -5 FEET FOOTING THICKNESS -1 FEET PEDESTAL HEIGHT -3.5 FEET PEDESTAL LENGTH -2 FEET PEDESTAL WIDTH -
1. 67 FEET HEIGHT OF SOIL ABOVE FOOTING -WEIGHT OF SOIL ABOVE FOOTING -FLOOR OR GROUND SURCHARGE -2.5 110 o FEET PCF PSF P!; 7/11) ********************************************************************
*********** . RESULTS OF ANALYSIS )NSrRI)I'flE.:Ai7 I7IR t:Ofr)PAEM>oiR. &1)&7:# II ******************************************************************************* FOUNDATJ.ON CORNER
SOIL BEARING PRESSURES CORNER 1 -1. 02 KSF CORNER 2 -.76 KSF CORNER 3 -1. 02 KSF CORNER 4 -.76 KSF FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) FACTOR OF SAFETY AGAINST OVERTURNING
(MINOR AXIS) TOTAL WEIGHT OF FOOTING AND LOAD -22.16 KIPS RESISTING MOMENT (MAJOR AXIS) -55.4 KIP-FT RESISTING MOMENT (MINOR AXIS) -55.4 KIP-FT OVERTURNING MOMENT (MAJOR AXIS) -0 KIP-FT
OVERTURNING MOMENT (MINOR AXIS) -2.7 KIP-FT -99999 -20.52
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 P8 8/10 Copyright (C) 1987 by Concrete Reinforcing
Steel Institute ******************************************************************************* LOCATION -07086 INSTRUMENT AIR COMPRESSOR BUILDING T*I/COLUMN REACTIONS AXIAL LOAD -ECCENTRICITY
(MAJOR AXIS) -(MINOR AXIS)_ -BENDING MOMENT (MAJOR AXIS) -SHEAR LOAD (MAJOR AXIS) -BENDING MOMENT (MINOR AXIS) -SHEAR LOAD (MINOR AXIS) -FOUNDATION PARAMETERS FOOTING WIDTH -FOOTING
LENGTH -FOOTING THICKNESS -PEDESTAL HEIGHT -PEDESTAL LENGTH -PEDESTAL WIDTH --2.8 KIPS 0 FEET o . __ .FEET 0 KIP-FT 1.6 KIPS 0 KIP-FT 1.4 KIPS 5 FEET 5 FEET 1 FEET 3.5 FEET 2 FEET
1. 67 FEET HEIGHT OF SOIL ABOVE FOOTING -WEIGHT OF SOIL ABOVE FOOTING -FLOOR OR GROUND SURCHARGE -2.5 110 o FEET PCF PSF ******************************************************************************
* RESULTS OF ANALYSIS IA}5TfWmEIYi hlP, C;cJmPR£$$ol< /31..lJ6-} #/J ******************************************************************************* FOUNDATION CORNER 1 -CORNER 2 CORNER
3 CORNER 4 CORNER SOIL BEARING PRESSURES .99 KSF .39 KSF .3 KSF o KSF FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) -3.01 FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS) -3.44
TOTAL WEIGHT OF FOOTING AND LOAD -8.66 KIPS RESISTING MOMENT (MAJOR AXIS) -21.65 KIP-FT RESISTING MOMENT (MINOR AXIS) -21.65 KIP-FT OVERTURNING MOMENT (MAJOR AXIS) -7.2 KIP-FT OVERTURNING
MOMENT (MINOR AXIS) -6.3 KIP-FT
lopol OPTIMIZED PROCESS DESIGNS, INC. ENGINEERS AND CONSTRUCTORS KATY, TEXAS CLIENT fiN T C!? f8 IS IE PLANT .IA?!';:: f!,A!3!3!T SUBJECT JNSTfWmENT AIlS camPRE.55ag fiLDt& BbD 6" 11
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Johnson-Carter Architects, P.C. 136 East Third Street, Suite B Rifle, CO 81650 (970) 625-0580 Plan analysis based on the 2003 International Building Code Project Number: 0904C-IA Date:
May 13, 2009 Project Name: Jackrabbit Compres,,;or -Instrument Air Address: SW 1/4, Section 33, TSS, R96W of the P.M. Occupancy: F-1 Construction: V-B Contractor: Architect: Jeff Johnson
Engineer: Report By: 2003 International Building Code 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 IHS Global 800-854-7179 FRONTAGE INCREASE: Perimeter of the entire building = 80 feet.
Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 25 Allowable area increased 20.83% for frontage increase. Sec. 506.2
40 feet. FL NAME OCC 1:1AX FLR AREA ALLOWED RATIO STATUS 1 Manufacturing Area TOTAL FOR FLOOR BUILDING TOTAL F-l. ok --Sec. 503, 504, 506 and Table 503 384 384 384 10271 10271 10271
The actual height of this building is 20.7 feet. 0.04 0.04 0.04 The maximum height of this building is 40.0 feet. --Table 503 PROPERTY DESCRIPTION: North Side has a property line. -.
Distance to property line East Side has a property line. -. Distance to property line South Side has a property line. Distance to property line West Side has a property line. -Distance
to property line ok ok ok 11.0 50.0 50.0 50.0
Page if 2 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. EXTERIOR WALL FIRE RATUIGS AND OPENING PROTECTION Sec.
602, Tables 601 and 602, and Sec. 704 oce F-1 NORTH BRG NON WALL BRG O-hr O-hr OPNG% UP/PR NL/NL EAST BRG NON WALL BRG O-hr O-hr OPNG% UP/PR NL/NL SOUTH BRG NON WALL BRG O-hr O-hr OPNG%
UP/PR NL/NL WEST BRG NON WALL BRG O-hr O-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 2. On the interior side only ""hen separation is greater than 5 feet. Sec. 704.5 up/pr = Maximum percent of openj.ngs
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 requited to be greater than
Ihr 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. Note: Unlimited unprotected
openings are allowed in walls not required * to fire-resistant. --Table 704.8, Note: g. These walls may be required to have a parapet wall 30 inches above the roofing. The pardpet wall
is required to have the same fire rdting 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 2: A parapet wall is not required when the floor area is 1,000 sq. ft. or less.
Page jf 3 Code review for: Project Id.: Jackrabbit Compresc.;or -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. FIRE RESISTANCE RAtINGS FOR BUILDING ELEMENTS ELEMENT
MATERIAL RATING Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs
Any None NOTES: PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: NOTES --Table 1. Penetrations shall be installed as
tested in the fire resistance rated assembly. --Sec. 712.3.1.1 601 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 nomitlal 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.
Page jv 4 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. 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 positiv", 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 l:he 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 at; for through penetrations. --Sec. 712.4.2 Exceptions: 1.
When penetrating items are stc0el, ferrous or copper conduits, electrical outlet boxes, pipaa, tubes and vents through concrete or masonry and the annular space is p.rotected by an approved
penetration fires top 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 fireassemblies. 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.:) (smoke damper) See
exceptions
Page # 5 Code review for: Project Id.: Jackrabbit Compres(wr -Instrument Air Address: SW 1/4, Section 33, TS,,;, R96W of the P.M. DRAFTSTOPPING: If there is combustible construction
in the roof/ceiling assembly, drafts topping shall be installed so that the area of concealed space does not exceed 3,000 square fe~t. --Sec. 717.4.3 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 EXIT REQUIREMENTS: FL NAME NUMB OCC MIN MIN EXITS WIDTH PANIC CORRIDOR
DOOR HDWR RATING SWING 1 Manufacturing Area 2 1 0.4 No N/A N/R TOTAL FOR FLOOR 2 1 0.4 No N/A N/R FOOTNOTES: 5. One exit is based on compliance with Section 1018.2, #3 6. One exit is
based on compliance with Section 1018.2 and Table 1018.2 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 bi'lsed 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 BOLT LOCKS: NOTES 5 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 ()penable from the egress side without the use of a key or any special knowledge or effort. --Sec.
1008.1.B
Page if 6 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. Locks and latches shall be permitted to prevent operation
where any of the following exists: Exception 2: The main door or doors in Group e, F, M and S 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 halt 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 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F1 is 200 feet. --Table 1015.1
Page # 7 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. 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 entrilflce 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. S. 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 cedat or redwood shakes and No.1 shingles. --Exception c Note: The leading edge of the roof must have a least a 10 foot fire separation distance.
Page # 8 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. Areas containing high piled combustible stock or rack
storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. --Sec. 910.2.3 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 ar'~a 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 Arti.ficial light shall be prl'vided that is adequate tl' provide an average illuminatil'n l'f 10 fOl't candles l'ver the area of the rl'l'm at a height of
30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an l'ccupied space shall be through windows, doors, louvers or l'ther openings to the outdoors. --Sec. 1203.4 The minimum
openable area tl' the l'utdol'rs shall be 4 percent l'f the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a Pl'rtion of an adjl'ining room where unobstructed
openings are provided that have an area not less than 8% of the floor area l'f the interil'r rl'om but nl' less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grad",
cl"ar space measured perp"ndicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. ROl'ms containing bathtubs, showers, spas and similar
bathing fixtures shall be mechanically ventilated. --S"c. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and cl'rridl'rs shall have a ceiling hei.ght of not less than
7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be p"rmitted to have a ceiling h"ight of not 1"s8 than 7 feet. --S"c. 1208.2
Page jf 9 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. 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 helve 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 F-l occupancy
Page # 10 Code review for: Project Id.: Jackrabbit Compressor -Instrument Air Address: SW 1/4, Section 33, TS5, R96W of the P.M. 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 IS 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. S. Glazing in guards and
railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences etlclosing 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 stairway", 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.