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HomeMy WebLinkAboutApplication - Permit' · Garfie/cl County j NO. 9270 Building & Sanitation Department L...-.--------l 108lf1' Street, Suite #201 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 ' Clerk._......:=..._·-~-___:_~____:::::~-- GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO INSPECTION LINE: (970) 3 84-5003 . · TELEPHO~. (970) 945-8212 ... PERMIT NO. __ q~J--_"J_O __ PARCEUSCHEDULENO. R040126 JOB .ADDRESS: 2550 Hwy 82 Glenwood Springs, CO BUILDING TWO 1 WI' NO. BLOCK NO. StJBDMSIONIEXEMPTION ~---+~*H~PT-PVT~~~~~~~,_----------------------------~------ 2 Commercial,LLC ' -1 Grand Av e,GWS,CO 81601 ru. 945-4545 wr;ru: 945-4545 4 ~ton/M c E vo 1928 Pearl S t , Boulder, CO 803 T 303-443-:f5! 5 IQ.rt. GriiUINO 12 J 000 IQ.n.artai'Approx. 4 acres 6 7 8 9 10 THIS PmlMIT BECOMES NULL AND VOID IF WORK Oil CONSTJWCTION AtTlli01UZED II NM COMMENCED WIIBIN 110 DAY&. OR. IF CONSTlWCTION OR. WORK IS SUSPENDED OR. ABANDONED FOR. A PE1IJOD OF 110 DAYS AT ANY TIME AFTEII.. WORK IS COMMENCED. l HEB.EBY CEUlFY 'tHAT I HAVE READ AND EXAMINED 1'HIS APPUCATlON AND ICNOW TB£ SAME roBE UDR AND COB..RECr. AlL PROVISIONS OF LAWS GOVERNING 'IBIS TYPE OF WORK WlLLBE COMPUED WilliWHE'lliE1lSPBCIFJED HEllEJN OB. Nor. TBE ~F A PEJlMil' DOBS NM PllESTJME TO GIVE AtlTBDRIIYTO VlOIJ\TE OR ~~~!c:m ~ OIBEILSTATEOll ~CAL LAW lU!GDLATING CON ~N~~~?o OF /:) -U -o TO!ALF£2: 4~92.../7 OCC: GllDUP: MANU. HOME : .AGlU!EMENI' lllllaKI\J aries HO.OPI'tOOU 2 DATE PBRMil' l3SlJED : CONST:TYPE: :Jf-A.I SETBACKS: PEllMDSION IS BPltEBY GRANIED TO THE OWNER, CONJ'RACI'OR.ANDIOR. TB£ AGENT OFTBE CON'IRACJ'OB. OR. OWNER. TO CONS'mUCfTim S'IllUCJURE DETAJlm)ONPLANSANDSl'ECIFICATIONSSUBMII"l'EDTDANDREV!EWEDBYTBEBUU.DINGDEP.AR.ThmNI'. lN CONSmERAnON OF THE. ISSUANCE OF nDli l'EIIMII', THE SIGNEll.BEl\EBY AGREES TO COMPLY Wl1:B AlL BtllUliNG CODES AND LAND USE B.EGULAllONS ADOPTED . GAllFIELD COtJNTY POilSUANI' TO AtJIHORIIY GIVEN IN 30-11.201 ClU AS AMENDED. THE SIGNEB.Ft1R:l'BEJLAGREES mAT U: THE ABOVE SAID ORDINANCES ARE NOT FtlL COMPLIED Willi INTBE LOCAI'lON, :ERECTION. CONSTJLUCI10N AND US£ OPTBE ABOVE DESCRIBED STlUJC'l'U!E, 'IBE PERMil' MAY THEN BE R.EVOKED BY NOTICE FRt tmt COUNTY AND'I!fAT'IBEN AND 'llJEBE II' SHAll. BECOME NUILAND VOID. THE ISSUANCE OF A PEJlMII' BAm> UPON PLANS, SPECJFICATIONS AND arm!1t DATA &HALL NOT PllEVENI' TBE BUILOING OFFICIAL FROM TJmREAFIEIL REQUIR.ING T COR!lECDON OF ER1lOR.S IN SAID PLANS, SPECIFJCAllDNS AND CJl1D!.ll DATA Oil FlU> P.REVENIING BUJlDING OPER.ATION BEING CA1UllED ON TBEREtJNDEll WBEN VIOLATION OFTBIS CODE OR. J1NY O'IHER. ORDINANCE OR. REGt!L\TION OFTSIS lUIUBDICTION. TBE liEVlEW OF TBE stJBMinED PLANB AND SPECIFICATIONS AND lNSPECnONS CONDUCIED T8EREAFI'Eil ·DOES NOT CONSTil'U'IE AN ACCEPTANCE OF A JlBSPONSIBILII'IE! OA IlABILII'II!S BY GARFIELD COUNTY FQII.. ElUl.ORS. OMlSSIONS OR. DISCREPANCJES. TBE ll!.SPONSmJUTY FOB. ~ID!MS AND JMPUMENI'.Al1 001UNGCON&T:a.DCI'10NREmSPECJFICAI.LYWIIliTBEAB!:BilECT,DESIC!NElt.BUIIDER.ANDOWNPll. COMMENTSAREINIENDEDTO . V.ATIVEANDINSUPPO OFTBE OWNERS .INIEllEST. : Gmaim.oca3 IBEBEBY.ACXNOWLEDGemATIBAVEJEADANDtJNt1DS!ANDTBEAGREEMENl'AIIOVE.fJNO'W.).. . p J;!i{~sq1~ ip~~~/bf PLAN REVIEW CHECKLIST A~plicantGeu Date b"2a .. ef fP_v~~ fi,'cKS Q.<-Uw~ ~~crA-L 'fM ~L.... J~ Building ~gineered Foundation ~veway Pennit ~ ~rveyed Site Plan JjASeptic Pennit and Setbackc~ /oradeffopography 30% l::h.tl_Attach Residential Plan Review List ~Minimum Application Questionnaire ..JfLL_ Subdivision Plat Notes __ Fire Department R~ .-~Valu~tion!Fees __ded Line Plans/Stamps/Sticker ~tach Conditions -~plication Signed h lan Reviewer To Sign Application -h'arcel /Schedule No . 40# Snowload Letter-Manf. Hms. -- GENERAL NOTES: (, 0~0 1-2.5. ~Q -. Planning/Zoning __ Property Line Setbacks __ 30ft Stream Setbacks _Flood Plain __ Building Height -·-·· _Zoning Sign-off __ Road Impact Fees __ HOA/DRC Approval _ Gradeffopography 40 % __ Planning Issues Subdivision Plat Notes 'e>oO 1 ~.Ol (fll...~' -2oo/b ~ t>~~ -- /~IJ See jo01 18 0 1 s-11so t Garfield Counly -Minimum Applic nlion Required: Conunercinl and Mulli-Fnmily •r Garfie/11 (~ot lllt,,, Co/o1~1llo jsearch ..• _ _ _ ____ I (.t.fYt!lfl HoME , Abt)Ut<iAA~lHbt(IUNtY wW4tvstft\Jtets 'MUNt~ittbVt~~ANt~-o~ .tlU!tMINH~' · ._. . ·- County Qeoanmenls » Building & Planning , !:gum 11 I!Y!l!Jfng£~ » Minimum Applicallon Required : Commercial and Mulli-FamHy { N~v iqAtioN Accounting 1\dmlnlslmllon Ahpott Ass essor Boilrd of Co mmissioners Building & Planning ~ Boards, t-leetfngs & Agendas .. FAQ • Comprehensive Plan of 2000 ..... Fmms ..... Bullulng Forms • Code VIolation Repatt Form • Drlvewily Pennft Application .. 1505 Appllcallon ,.. 1,\inhmnn Appllcallon Required : Commercial and l·lUILHamlly .. t•linhmu n Appllcallon Required: r4anufactured Homes • l,·llnlmurn Application Requh ed: Sf Construction MINIMUM APPLICATION REQUIRED: COMMERCIAL AND MULTI-FAMILY GARFIELD COUNTY BUILDING AND PLANNING 970-945-3212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MUL TI·FAMIL Y RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the worlt Intended under a permit application and expedite the Issuance of a permit It Is Important that complete Information be provided. Adequate and complete Information will prevent delays In the plan review process. Reviewing a plan and the discovery that required Information has not been provided by the applicant may result in the delay of the permit Issuance and In proceeding with building construction_ The owner or contractor may be required to provide this Information before the plan 1 evlew may proceed. This causes delays because other plans that are In line for review may be given attention before the new Information may be reviewed afler It has been provided to the Building Department. http ://www . garfield-county. com/home/index.usp? page =690 Page 1 of 7 5/24/200 Garfield County -1\•linimum Application Required: Conunercinl and Mulli-Family ~ Ow ner's Ag1 eemen t l o Duilll Gnmge • Sig n Permit • Planning Forms ., land Use Co d e Updates • Building Code Fmms ~ Code Enforcement ., Ag1lc ulturnl Buildings De fin ed • Recreallon Cabin Derlnetl • Dem ographics • Consumer P1·1ce I ndex • Geographic Information Services 1> Zoning ami Sullt.livlsion Regulations • Proposed Bldg Code Amendments Cie ri~ and Recorder Communlly CoiTec llons County Engh1eer GeogratJhlc lnformallon Services 1-iuman Res ources Information Technology landfill 011 and Gas liaison Public Heallh Public Tltlslee Roatl and Ill klge Sheriff Social Servic es Treasurer Vegetation Nanagement Purchasing Please review this document to determine If you have enough Information to design your project and provide adequate information to facilitate a plan review. If you do not, It may be helpful to obtain a bool1 titled "Dwelling Construction Under the Uniform Building Code". This bool< is available to you through this department at our cost. Also, please consider using a design professional for assistance In your design and a construction professional for construction of your project. To provide for a more understandable plan 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 leasl1B"x 24"" and drawn to scale. Plans must include a floor plan, a concrete fooling and foundation plan, elevations all sides with declls, balcony steps, hand ralls and guard ralls, windows and doors, Including the fin i sh grade line. A section showing In detail, from the bottom of the footing to the lop of the roof, Including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spaci ng, Insulation, sheeting, house-rap, (which Is required), siding or any approved building material. 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, an BO M.P.U . wlndshear, wind exposure B, wlndload of 15 pounds per square foot and a 36 Inch frost depth. All sheets 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 wllh the 1997 UBC, UMC and 1997 UPC. Applicants are required to Indicate appropriately and to submit completed checldlst at time of application for a permit: 1. 2. Is a site plan Included that Identifies the location of the proposed structure, additions or other buildings, setback easements, and ullllly 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 slle plan. NOTE: 106.3 .1 (7 .) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not wllhln a previously su r veyed building envelope on a subdivision final plat shall be prepared by a licens ed surveyor and have the surveyors s ignature and professional stamp on the drawing. /\ny str ucture to be built within a building envelope of a lot shown on a recorded subdivis ion plat, s hall include a copy of lhe bulldl)( envelope as It Is shown on the rlnal plat with the proposed structure located within the envelope. Yes Does the slle plan when applicable Include the location of lhe I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject p r oper ly an d adjacent properties), streams or w ater courses? This Info rmation must be certified by a licensed sur veyor with their signature and professional stamp on the design. \/ Yes No Not necessary for this project.&..___ http://www. garfield-county .com/home/index.nsp? page=690 Page 2 of7 5/24/200 Garfield County ~ Minimum Application Required: Commercial and Multi-Family 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marhed ldenllfylng them as "Not for construction, for permit Issuance only", "Approval drawings onlyXor permit issuance only" or similar language? Yes No__ Not necessary for this project __ _ 4 . Is the !.S .O.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? V Yes___ No__ Not necessary for this project~ 5 . Does the site plan Indicate the localion and dlreclion of the Slate, County or private road accessing the property7y' Yes .L::::..._ 6. Do the plans Include a foundation plan Indicating the size, location and spacing of all reinforcing steel In accordan~th the uniform building code or per stamped engineered design? Yes No_ 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? ·v Yes__ No__ Not necessary for this project~ B. Do the plans indicate the location and size or ventilation openings for under floor crawl spaces and the clearances required between wood and earth? V Yes_ No_ Not necessary for project.A.- 9 . Do the plans Indicate Ute size and location or the ventilation openings for the alllc, roof joist spaces and so Hi~ YesA.-No_ Not necessary for this project __ 10. Do the plans Include design loads as required under the Uniform Building Code for roof snowloads, {a minimum o[4Jl pounds per square foot In Garrteld County)? Yes~ No__ Not necessary for this project __ 11 . Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 a')(ables 16A, 168 and ·t6C? Yes No__ Not necessary for this project __ 12. Does ~~tan Include a building section drawing Indicating foundation, wall, floor, and roof construction? Yes_)S,._ No_~-Not necessary for this project __ _ 13 . 14. 15. Is the~ speed and exposure design Included In the plan? Yes No_ Not necessary for this project __ Does the building section drawing Include slz.e and spacing or floor joists, wall studs, ceiling joists, roof rarteXr Joists or trusses? Yes No__ Not necessary for this project __ Does the building section drawing or other detail Include the method of positive connection of all hllp://www.garfield-county.cmu/home/index..usp?page=690 Page 3 of 7 5/24/200 Garfield County -Minimum Application Required : Commercial and Multi -Family columns and ~?rns7 Yes_p_ No_ Not necessary for this project __ 16. Does the plan Indicate the height of the building or proposed addition from the highest point or the building or ad~lon measure.d at mid span between the ridge and the eave down to existing grade contours? Yes No_ 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 V certlncatlon7 Yes__ No_ Not necessary for this project-A- ·10 . Does the plan Include a masonry fireplace Including a fireplace section Indicating design to comply with the Uniform Building Code Chapter 317 v Yes____ No_._ Not necessary for this project___.6._ 19. Does the plan Include a window schedule or other verification that egresstrescue windows from sleeping roomgndlor basements comply with the requirements of the Uniform Building Code? Yes No__ Not necessary for this project __ 20. Does the plan include a window schedule or other verlfh::atlon that windows provide natural light am.l ventilation for all habitable rooms? Yes _A_ No__ 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 wallting su1 face; sliding glass doors; fixed glass panels ; shower doors and tub enclosures and specify safety glazing for thes)(eas? Yes No__ 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_ 23. Have all areas In the building been accurately identified for the Intended use? (Occupancy as Identified In the ~orm Building Code Table 5-A) Yes No__ Not necessary for this project __ _ 24. Does the plan lndh:;ate the quanllty, form, use and storage of any hazardous materials that may be In use In this building? V Yes__ No__ Not necessary for this project-A- 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water healers Indicated on the plan? V Yes__b._ No__ Not necessary for this project __ 26. Do the plans Indicate the location and dimension or restroom facilities and If more than four employees and both sexes are employed, facilities for both sexes? X Yes__ No__ Not necessary for this project_ 27. Do the plans Indicate that restrooms and access to the building are handicapped accessible? http://www .garfield-county .com/home/index.asp?page=690 Poge 4 uf7 5/24/200 Garfield County-Minimum Application Required: Commercial and Mulli -Fnmily Y~s X No_ Not necessary for this project __ 26. Have~ (2) complete sets of construction drawings been submitted with the aPI>IIcallon? Yes~ No_ 29. t-lave you designed or had this plan designed while considering building and other construction code requirements~~ Yes--'5:::_ No_ Not necessary for this project __ 30. Does the plan accurately Indicate what you Intend to construct and what will receive a final inspection by the ~)teld County Building Department? Yes No_ 31 . Do your plans comply with all zoning rules and regulations In the County related to your zone district? For cornxots see supplemental section 5.05.03 In the Garfield County Zoning Resolution for setbaclts. Yes No_ 32. Do you understand that approval for design amlfor construction changes are required prior to the lrnpl~],ntallon of these changes? Yes_pL No __ 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the lime of application and that you will he required to pay the "Perrnll" fee as well as any "Septic System" or "Road Imp a)<: fees required, at the time you plclt up your building permit? Yes No ____ 34. Are you aware that you are required to call for all Inspections required under the UnHorm Building Code Including approval on a final Inspection P-flor to receiving a CertUicate of Occupancy and occupancy of the bulldinQ_? ~ Yes-.&-No __ 35. Are you aware that the Permit Applicallon must be signed by the Owner or a w1lllen authority be given for an AgK and that the party responsible for the project must comply with the Uniform Codes? Yes No __ 36. Are you aware that twenty-four (24) hour notice Is required for all Inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, In the afternoon. All inspections must be called in IJy 3:30 p .m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay yout Inspection one ("I) day. Inspections are to be called In to 3o4-soo3. Ye <;. 37. Are you aware that requesting Inspections on work !halls not ready or not accessible will result in a $47 .00 re-lnspectlon fee? Yes~ No ___ _ 38 . Are you aware as part of the sul.:unittal for a building permit you are required to show proof of a driveway access permit f r om the Garlleld County Road & Bridge Detlartment or If applica!Jie the Sle~le Uighway Department? If a permit Is not necessary, then a letter slating that Information Is required. You can contact the Road & Bridge Department at 6~60 ·1 or refer to the phone boolt for the Stale Highway Department phone number If applicable. Yes 2S!_ No N/A ___ _ http :1/www. garfield-county .com/home/index. asp? pnge=690 Pnge5of7 5/24/200· Garfield County -Minimum Application Required: Commercial and Multi -fnmily 3 9. 40. 41. Do you understand lhal y ou will be required to hire a Slate of Colorado Licensee! Electrician and Plumber to perforrQ i9stallalions and hookups? The license number will be required at lime or Inspection. Yes )( .. No. _______ _ Are you aware, that on the front of the building permit aJJpllcatlon you will neetllo Ullin the Parcel( Schedule Num!Jer for the Jot you are applying for this permit on prior to sulmtlllal of the building permit appllc~l9n? Your attention In this Is appreciated. Yes X No. ___ _ Do you knQ.w )JlBlthe local fire district may require you to submit plans for their review of fire safely issues? Yes X No . (Please check wilh the building department aboulthls requirement) 42 . Are you aware, lhat if you receive your water and/or sewer from an Association, a Oislrlct or Municipality. you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption} al the lime of the building permit application submillal? X -r J:' , 1 Yes No H/A /PI.fS C:.Xl 'S i 43 . If you are within live (5) miles of the City or RiOe or the Town of Parachute, have you c hecl<ed wllh them concerning water shed protect on zone permit requirements for ISOS and other aclivllies? Yes -----No N/A -~"'--- ~ Note: If you answered "No" on any of ll1ese questions you may be required to provide this Information at the request or the Building OUiclal prior to beginning the plan review process. Delays In Issuing the permit are to be expected. Work may not proceed without the Issuance of the permit. •tr 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 l>e placed behind more recent applications for building permlls 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. http://www.garfield-county.com/home/index .asp?page=690 Pnge 6 of7 5/24/200 COLORADCI :lEPARTMENT bF TRANSPORTATION COOT Permit No. STATE Hlit'WAY /ESS PERMIT 302043 State Highway No/Mp/Side ri:J~ ~t\Av 082A/003.500/L Penni t fee\., \/\ ~ Date of transmittal I Reg ion/S ection/P atrol Local Jurisdiction 300.00 05117/2002 03/02/12 Glenwood Springs The Permittee(s); Applicant; Ref No. 02-092 David Hicks David Hicks 131 7 Grand Ave. Ste 101 Prince Creek Construction Glenwood Springs, CO 8160 1 1317 Grand Avenue Ste. 101 970 -945-4545 Glenwood Springs, CO 81601 970-945-4345 I~ hereb y granted permission to have an access to the state highwa y at th e location noted below The access shall be constructed, maintained and used in accordan ce with this penn i!, including the Slate Highwa y Access Code and any attachments, tenns , conditions and exhibits. This permll may be revoked by the Issuing authority If at an y time the permitted access and its use violate an y parts of this permit The issu ing authority, the Department and thei r duly appointed agents and emp loyees shall be held harmless against an y action for perso nal injury or prope rty damage sustained by reason of the exercise of the permit. Location: On the north side of SH82, a distance of 2640 feet east from milepost 3, also a distance of 1320 feet west from Roaring Fork Marketplace. Access to Provide Service to: Warehousing (20,700 SF) .••••••••.••. -.................................................................. 17DHV 17.00% General Office Building (32,100 SF) ............................................................... 58DHV 58.00% Apartment (22 units) ........................................................................................ 25DHV 25.00% Combined Access usc not to exceed 100 passenger car cqulvnlentpcak hour volume. Other terms and conditions: • See Attached Pages 2 and 3 and Othe r Enclosures for Additional Terms and Conditions. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate !ocal authority retains issuing authority. By I Date Tille (x) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Leslie Stanton with the Colorado Department of Transportation In Glenwood Sprlng~,Co at 970-384-3360 at least 48 hours prior to commencing construction within the State Highway right-of- way. ~i The person signing ~s the pe~ ittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept tift penn~ Its tem and condi!Cons. Permit ~ _.l l (t . -§:~~ -·-"I Date S::/ r-:r /~ ?-- (x) A (dl ~~~~ ~1.,. ~"";~ot<L v - I This permit is not valid until signed by a duly authorized representative of the Department. COLORAD.O DEPARTMENT OF ~NSPORTATION By~~D~e) (x) . .n 17,0/oD~ Copy Dlsj$f6utlon : Require~( 1.Re ion g 2.Applicant J.Staff ~e511 Section ~-e copies a( necessary for: Local Aulhorit Ins ctor y MTCE Patrol pe Traffic Engineer Title Access Manager Pravlous adltlons are obsolete and may not be used CD T 0 Fo "".-.o1 B/98 SENT BY: RAILTON UCEVOV ARCHITECTS; 303 443 5535 ; Date: Project: To: Ju ly 1 5, 2004 Glenwood Commercial Srcvc Hackett, Gartleld c,)unly Euil<.ling and Planning Depurtment Fax (970)-384-3470, Ph. (970)-945·8212 JUL-15 -04 5:40PM; RECEIVED JUL 1 6 2004 GARFIELD COUNTY BUILDING & PLANNING PAGE 1/2 RAILTDN•MCEVOY Frum: Phil McEvoy, Railton McF.voy Architects, Boulder, P.C. " R r. 14 I T E l: I :i II 0 II 1 n E A Copy to: Prince: Creek Construction Enclosure: Red Lined Sitt Plan tn Show Areas of Revision Discussion : 1. The following clari lications are in response to your memorandum l)f today . 2 . The requirement to provide 200 squan: Ji::cl pc.:r purking space cun be u.chievcd by assigning 22 .2 feet by 9 feet per car which rounds up tt' 200 square feet per car. There is 1ldequate room on site for I his length of parking space. 3. The requirement to add 4 parking spaces can be met by adding tour spaces that ore shown on the attached site plan just north ofRuilding Two and adjacent to the fare depnrunenl turn around. 4. We acknowledge that the building height determination is in compliance with the Land tJse Regulations. If you lind additional items that require clarification, please eall me righL away. .. I !£1H 1' .. $II PIUb. CO IIG.'IIl' ~ 1-tJ 1J:,J ·~ ••J ~h:t~ FUTLJRE TRASH LOCATION -~ . "!i~ ~ : - -sssssssss ~SSSS$5''5'5 f ssuw¢i?ivss : f \3 ] sum ;,sssg -"=DemON, POND \ --------~-- Glm_Wa:lD ~)t{fY1~A-L-/~ttf (Zet>U~ Pfr1lT7Irt-Site pt,!r?J 7·17 -()~ t4 CITY OF GLENWOOD SPRINGS OFFICE OF THE CITY ATTORNEY 10 I WEST 8m STREET GLENWOOD SPRINGS, COLORADO 81601 PHONE: (970) 384-6408 FAX : (970) 928-0980 July 14, 2004 Andy Schwaller RECEIV ED JUL 1 5 2004 GARFIELD COUNTY BUILDING & PLANNING Garfield County Building and Planning Department 108 8th Street Glenwood Springs, CO 81601 Re: Hicks Water and Sewer Service Dear Andy: At the July 1, 2004 City Council meeting, Council approved David Hicks for water and sewer service from the City for his South Glenwood project. Should you have any questions or require additional information about this matter, please do not hesitate to contact me. Thank you. Very Truly Yours, ~ KarlJ.Hn ~ City Attorney June 30, 2004 To: Andy Schwaller Garfield County Building Official From: Ron Biggers FP A, Glenwood Springs Fire Department Re: Comments on Glenwood Commercial, Applicant Prince Creek Const. 1. All building to have automatic fire protection systems installed in them . The systems to be designed and installed to NFP A 13 standards, 3 sets of plans to be submitted to and approved by Glenwood Springs Fire Department. 2. Hydrant locations; I did not see any hydrants located on the submitted plans. Two ftre hydrants will be needed to provide fire flow to these buildings. Contact Glenwood Springs Fire Department, Fire Protection Analyst to discuss locations for them. 3. All buildings to have a UL listed central station monitored, anologable/addressable fire alarm system installed in them. System is to be designed to NFP A 72 standards, 3 sets of plans to be submitted to and approved by Glenwood Springs Fire Department. 4. Emergency vehicle tum around added at north end of parking strip between the buildings. It looks like this is possible depending on setback requirements. Contact Glenwood Springs Fire Department to discuss this item. 5. Knox key box to be installed above each Fire Department Connection, on each building, 5 to 6 feet above finished grade. Pick up Knox Box application from Glenwood Springs Fire Department Contact the Glenwood Springs Fire Department, Fire Protection Analyst to discuss the above items. Phone 970-384-6433 PCC September 14 ,2006 Prince Creek Construction, Inc. 2520 S. Grand Ave ., Suite 210 Glenwood Springs, CO 81601 970-945-4545 970-945-4848 Fax RE: Glenwood Commercial Permit # 9270 The attached drawing is an illustration of the proposed tenant finish for Mauldin Plumbing and Heating. The proposed work involves finishing Units C - F in Building 2 (Level 1) and basically is comprised of the following : 1. Finishing 2 bathrooms which are roughed-in and will meet · ADA Standards for handicap access. 2. Completing a drywall finish in Unit 2F, and framing in a a small office, also in Unit 2F. 3. Installing a 36" vanity w/ sink and wall cabinet in both Units 2D and 2F. Prince Creek Construction Andy, Dave Mead From: Andy Schwaller Sent: Monday, April 02, 2007 8:07AM To: Dave Mead; Matt Provost Subject: FW: 2550 Hwy 82, Glenwood Commercial From: Ron L. Biggers [mailto:rbiggers@ci.glenwood-springs.co.us] Sent: Friday, March 30, 2007 12;58 PM To: Andy Schwaller Subject: 2550 Hwy 82, Glenwood Commercial Andy, Page I of 1 This is a note to let you know that yesterday 3/29/07 I did a finial inspection on and approved the fire protection systems that are installed in DG Drywall space A-200 (office) and B-100 (shop). I also inspected and approved the fire protection systems installed in the Mauldin Brother space in building B. The fire protection systems in the remaining cores/shells of both buildings at this site are also approved. The tenant finish work in the Dahl Plumbing spaces in Building B are a few weeks away from a finial inspection date. If you have questions on these spaces please contact me. ~ 011 ~ '9~· ';iu ?1talt.1haC. tj. S. ';.'D . 970-35'4-6433 ';&ze s~ StWC.LWeJ 4/2/2007 Garfield County Building and Planning 108 8th Street Suite 401 Glenwood Springs, CO 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Date: October 16, 2006 Project Name : Dahl Tenant Finish Address : Glenwood Commercial Occupancy: M Construction: V-B Contractor: Architect: Engineer: Report By: Andy Schwaller 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 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Sales Room Total for Floor M ok FIRE RESISTANCE RATINGS ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: MATERIAL Any Any Any Any Any Any Any 3414 3414 Interior check only Interior check only FOR BUILDING RATING ELEMENTS --Table 601 NOTES 0 hour 0 hour 0 hour 1 hour o hour 0 hour None Note 1 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial SHAFT REQUIREMENTS: Page # 2 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 EXIT REQUIREMENTS: FL NAME NUMB occ MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 1 Sales Room TOTAL FOR FLOOR FOOTNOTES: 114 114 2 2 17.1 17.1 No No N/A N/A Out 1 Out 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 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 m~n~mum 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 Page # 3 Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial EXIT SEPARATION In areas where 2 exits are required, the m1n1mum 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 so percent. --Sec . 1005.1 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 openable 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, 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. Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial ADDITIONAL DOORS: Page # 4 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. 1009.1 .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 . 1009.1.5 5 . The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1009.1 .7 Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial STAIR REQUIREMENTS: Stairways: Page # 5 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/B 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 graspability . --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 (6 ft.-B 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 B. 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 Code review for: Project Id.: Dahl Tenant Finish Address : Glenwood Commercial Page # 6 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. --Table 71S.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. 71S .3 .7 3. Exit enclosure must discharge directly to the exterior of the building. --Sec. 1023.1 Exception 1: so 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: SO 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. 4 . The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure . --Sec. 1019.1.S Sec. 1019.S S. If a stairway continues below the level of exit discharge, an approved barrier is required at the level . Directional exit signs shall be provided. --Sec. 1019.1 .6 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group M is 2SO feet. --Table 101S.1 Code review for: Project Id.: Dahl Tenant Finish Address : Glenwood Commercial BUILDING ACCESSIBILITY Page # 7 1. In addition to accessible entrances required by Sections 110S.1.1 through 110S.1 .6, at least SO percent of all public entrances shall be accessible. --Sec. 110S.1 2 . At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec . 110S.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 .S 6 . On floors where drinking fountains are provided , at least SO percent, but not less than one fountain shall be accessible. --Sec. 1109 .5 Where dressing rooms, fitting rooms or locker rooms are provided, at least· 5 percent, but not less than one, of each type in each cluster shall be accessible . --Sec . 1109.11.1 Where check -out a i sles are provided, accessible check-out aisles shall be provided in accordcance with Table 1109.12 .2 STANDPIPE AND HOSE SYSTEMS --Sec. 90S Exception: Class I standpipes a r e allowed in buildings with an automatic sprinkler system. A standpipe system is not required . Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial Page # 8 During times that the building is occupied, in lieu of the automatic activation of alarm notification appliances, the manual fire alarm system shall be allowed to activate an alarm signal at a constantly attended location from which evacuation instructions shall be initiated. 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 Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial WALL AND CEILING FINISH: Page # 9 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 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC /ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comp l y with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for paral lel 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 Code review for: Project Id.: Dahl Tenant Finish Address: Glenwood Commercial TOILET FACILITIES: Page # 10 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 Code review for: Project Id. : Dahl Tenant Finish Address: Glenwood Commercial Page # 11 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 B. 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 Code review for : Project Id .: Dahl Tenant Finish Address: Glenwood Commercial GLAZING REQUIREMENTS Page # 12 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. Glaz ing 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. 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STRUCTURAL ENGINEERS 5012 COUNTY ROAD 154 ~NWOOO SPRINGS, COLORADO 111001 PHONE ( 970) 045-6305 FAX (i70) e4~1~3 COPYTO: - FAXNO.: - NUMBER OF PAGES INCLUDING COVER SHEET:.l_ PHONE NO. : Mar. 02 2007 02:21PM Pl FAX TRANSMISSIQN DATE: /)1~~ ·(/~ £~ f J FROM: $r.•-r ;c::;. r ~ . TO: /1-:~"~c.e. C'/"eek' ~~~s.friJGf.._,., ATTN: D a.4 1.3e~ !4 ,- RECENER'SFAXNO.: tf4§ .. 4-84:8 PROJECT: /1/ j c I L;tt11~o" o ll(,#fllr{;,·t:. /i/..1' ., No. I { Alo. £. ~ iv-l~r s> he IV' tV-<-~ (]> i/1..1~ '~ Ne~. t 1 /tlt>.1!. : ..T 1./lf~~s.h.,./ -(t.f /Ae dk4r w~~ h"-1/~ be~/1 C~A>.frvc-nd ~;/~ .J.if:" ~~/<( ep~ ,P~~u~~ t~/1 ~.x 6 ~/i.,;/s @)'-11 ..., .. ~4 ,...,// Aol'/z~,~l bitJt: k:=11J <? 4// Gl4!e-l e~~~. . 71-L ,P/ycwDa~ ~./£.':; t'S $ fyle~ ~ ~ tr ~/.~It X/' ct;;(J_ _s.lf?;,.S 5;1~c~d G? -4--.fQ -S o/1 c~"~r. A-tl ~~ds f i!t,J6i1.J "/e. sf'Y'kd a :$,·:s. ~~ .. "'. !A.· s l s ~;f. vt:-£r.f ~c:"'er~Ve ~~!~as £vG-f.;A ~r .a. t5'A'e~ 4/Q./Is.. f U/l~el's£;!/ ~~ tY &'-1 No. :Z .a.. S~o" ~-·de X 7~7" fi-;,,( r~~~·~ A~s ki';? c(.l-t h1~ ()/Ill <' f ,t",{e ,·..,.£r,o-.r s-~-r" ev~/k. {A.tz $ovk Gd:f e ~ ~ r:(e.. ?-~'A ;'!f. .. ~ 4 ~,. 44Mo ~ ~o.;~ ex -Q.r '"~" 4-.J'I. A"" ~-!.·~.., -1 J"/d.. ;lt:JW/1 a.Ac"'r S ~~~&' Oe.. /~'"-v'/~~ J t:'#A/1'~-f.·".J ~ ~1~~ evJI-~ " f'.(e CtJRCI'' ~ e</4/( 6Phw. ;:J.IJV.'e:Je A!. /1/.tJ~ &II/J/Itc~p' ~ 4lt. (2) .. 2x ~ sl'vd' . @ ric.. ;1(; ..... ~'''"'~11n'~11111!~ e.d,y~ o.f' 14'~ "'/"Al":J· ~~e .Jef,..-( F /> +;~·j~~\l # . -: ') . .; .. ·' . ~ .. : \J ' 0 ~ ~... :~ ~ --~· ~,. ... ";. . . .·~ ~~"...... .C.#o~ '-~~ .. KURTZ & ASSOCIATES. INC. STRUCTVRALCONSVLTANTS 50 12 County Road 154 Glenwood Springs, CO 81601 To: Whom it May Concern MEMORANDUM Re: Special Masonry Inspections at Buildings No.1 & No.2, Glenwood Commercial Center: 2550 Highway 82 Glenwood Springs, CO. Phone (970) 945 6305 Fax (970) 945 1093 November 09, 2006 Our office is the design engineer of record for the noted project. Our office issued construction documents for both buildings on 05/28/04. The lower level masonry walls and bond beams were designed utilizing allowable stresses based on "Special Inspection" of the masonry construction. Our office performed a series of masonry inspections during the construction of the two buildings to verify the quality of masonry construction was such as to allow the use of the "Special Inspection" values. A series of masonry test prisms were constructed on site during construction to verify in place grout, mortar, and assembled masonry unit strengths . The masonry subcontractor was Permanent Builders, Inc. Steve Strauss of Permanent Builders served as masonry foreman of the two buildings. Inspections performed by our office were coordinated with Mr. Strauss so that we were able to observe masonry construction at random as well as prior to grouting of the walls . Given the sizes of the buildings (Building No. 1 measures, in plan, 30'-0" x 188'-0", and Building No. 2 measures 30' -0" x 200' -0") and the modular layout (The buildings are based on a recurring 30' -0" by 40' -0" bay), the masonry work proceeded in a staged manner from bay to bay . Permanent Builders was responsive to all requests by Brian Kurtz, P. E. of our office relative to the construction process corrections in, and adjustments to the placement of masonry reinforcement. It is our professional opinion that the masonry construction for the lower levels of Building No. I and Building No.2 were peifonned in a professional manner, and that the masonry construction is of a quality such that the utilization of"Special Inspection" values is entirely appropriate. Attached to this memo is a summary of the special inspections performed during construction by Brian Kurtz, P. E. KURTZ & ASSOCIATES. INC. 5012 County Road 154 Glenwood Springs , CO 81601 STRUCTURALCONSQLTANTS Phone (970) 945 6305 Fax (970) 945 1093 GLENWOOD COMMERCIAL: BUILDING No. 1 LOWER LEVEL MASONRY INSPECTIONS Note : From the west, Bldg No. I is comprised of one 34' -0" wide bay, then three 40' -0" wide bays, and finally at the east end, one 34 '~0" wide bay . Bays are counted from the west. A majority of the lower level wall construction occurs along the south wall of the building, with partial height masonry walls at the east and west ends of the building. Wall and bond beam notes refer to the south wall unless noted otherwise . The primary bond beam referred to in the inspection notes is the bond beam above the masonry openings (See detail A/S6). 04/07/05: Masonry wall construction had commenced in the three westmost bays . I requested that grout cubes be constructed from the materials being used in Bay No. 3. 04/Il/05: Masonry wall construction had commenced in the two eastmost bays . Fiberglass isolation joints had been applied to the steel columns embedded in the walls in the three westmost bays . Bond beams were in place, but not grouted in Bays No 1 & 2. Horizontal reinforcement in the Bay No . 1 & 2 bond beam was placed as (2)-# 4, not (2) ~ # 5 as specified . I recommended that (1)-# 5, horizontal be added to augment the existing reinforcement. The# 3 ties were in place in the Bay No . 1 bond beam as specified . Placement of the ties was just beginning in Bay No. 2. Reinforcement had not been placed in the Bay No . 2 & 3 bond beams . Vertical wall reinforcement was in place in Bay No . l & 2 as specified . Formwork for the bond beam in Bay No . 3 was under construction . Horizontal corner bars were in place at the northwest comer of the building as specified . Splices in horizontal reinforcement occurred only at the control joints as specified . 04/12/05 (7 nm): Bond beam reinforcement and vertical and horizontal reinforcement in Bay No . 1 & 2 was complete , and was in place as specified, with the addition of the (1)-# 5 horizontal bar in the bond beams . Grouting ofthe lower level wall at Bay No . l & 2 was scheduled for 11 am . Lower level wall construction and bond beam construction for the three eastmost bays was nearing completion . Horizontal bond beam reinforcement for the three eastmost bays was in place as specified, and was continuous between control joints. The # 3 ties were in place in the bond beams of the three westmost bays as specified . The# 4 vertical wall reinforcement was in place at 24" on center as specified . 04/13/05: The south, upper level wall . was under construction, to include the placement of the bond beams . At the main level floor, in Bay No . 1, the clearance between the south end of the center beam and the masonry wall was not adequate . I recommended that the masonry units at this location be removed and replaced. Bldg No. 1 cont'd 04/14/05: The west 'return' wall was fully laid up, but not grouted . Vertical reinforcement and bond beam reinforcement was as specified, but embed plates for steel bar joist bearing had not been placed. In Bay No. 6 bond beam construction was complete, and ready for grouting, with all reinforcement in place as specified. In Bay No. I, 2 & 3 the wall had been grouted to the top of the bond beam. The three courses above the bond beam course had been laid up, but not grouted. Dowels from the masonry wall to the main level slab were in place as specified. KURTZ & ASSOCIATES. INC. 5012 County Road 154 Glenwood Springs, CO 81601 STRUCTURAL CONSULTANTS Phone (970) 945 6305 Fax (970) 945 1093 GLENWOOD COMMERCIAL: BUILDING No. 2 LOWER LEVEL MASONRY INSPECTIONS Note : From the west, Bldg No . 2 is comprised of five 40' -0" wide bays. Bays are counted from the west. A majority of the lower level wall construction occurs along the south wall of the building, with partial height masonry walls at the east and west ends of the building (i .e. masonry extends from the top of the concrete foundation wall to the upper level floor). Wall and bond beam notes refer to the south wall unless noted otherwise . The primary bond beam referred to in the inspection notes is the bond beam above the masonry openings along the south wall (See detail A/S6). 05/13/05: Masonry waU construction had conunenced in all five bays. Vertical reinforcement was in place at the masonry pilasters . Vertical reinforcement for the balance of the waJls is to 'stabbed' immediately after the grout is placed . Clean-outs were installed at the base of the wall at all reinforced ceUs. The masonry crew was preparing to grout the south wall of all five bays up to the bottom of the primary bond beam . 05/17/05: The first pour (up to the bottom of the primary bond beam) of the south wall had been grouted. Vertical wall reinforcement was in place as specified . The vertical reinforcement extended out of the top of the first pour up to the main level floor as specified . The pilaster elements at this wall were reinforced as previously observed, but not grouted . The 'return' wall at the east end of the building had been constructed up to the main level floor . Bond beam reinforcement for the bond beam at the main level floor was in place as specified, and vertical wall reinforcement was in place as specified. The vertical reinforcement at this condition extended 24" above the main level floor. Steel embed plates to support the floor joists had not been set. 05/25/05: Structural steel beams for the main level floor were being placed at the time of this inspection. The steel beams had been set in Bay No . 1, 2, 3 & 5. Placement of structural steel was ongoing in Bay No. 4 at the time of my inspection . 05/31/05: Masons were laying block for the upper walls of Building No . 1. One mason was laying block at the west 'return' wall of Building No.2. 06/02/05 (9 am): Masons were preparing for the grout pour of the lower level walls at Building No.2. The pour was scheduled for 10:30 am. The pilasters at the south wall and the south wall itself was to be poured 8 '-0" high up to the 'primary' bond beam . Vertical reinforcement for the south wall was to be 'stabbed' after the grout was placed . Bldg No.2 cont'd 06/06/05: Construction of the upper portion of the south wall and the primary bond beam along the south wall was in progress in all bays. A majority of the mpons were working on the upper level walls of Bldg No.2 due to a shortage of the 'split face' blocks necessary to construct the bond beam courses . The primary bond beam plus three additional courses of block up to the main level was complete in Bay No. 1. All reinforcement was as specified . In Bays No.2 & 3 the primary bond beam had been constructed one course high and the (2) -# 5 horizontal reinforcement was in place as specified. ~ech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpqeo@hpgeotech.com Report of Masonry Grout Testing ......................................................................................................................................................................... 1 ......................................................................................... .. Prince Creek Construction Job No: 105 217 Date: 4-7-05 David Hicks 2520 South Grand Avenue, Ste. 210 Sheet: 1 of 1 Glenwood Springs, CO 81601 Project: Glenwood Commercial Project, Hwy 82, South Glenwood Springs, Colorado Placement Location: Unit 1, Front Wall, 1st Lift Type & Size of Specimens: Cast in block cells and a 3" diameter core cut Supplier: Casey Concrete Mix Design No: -Time Batched : - Ticket No: -Truck No: - Field Testing Information: Time Sampled: 1 :JOpm Slump: -in. Water Added : - Air Temperature : -0 Sample Temperature: -0 Compressive Stren~ th Testing Age Days 7 28 28 Date Tested 4-14 5-6 "'~-.. 5-6 Maximum Load (lbs} 14,487 14,238 25,213 Length (in) I 6.0 6.0 6 .0 Diameter (in) 3.00 3.00 3.00 Area (in:.:) 7.07 7.07 7.07 UD Ratio 2.0 2.0 2.0 UD Correction 1.0 1.0 1.0 Compressive Strength 2050 2010** 3570 (psi) Specified Strength: 2000 psi @ 28 Days Progress Report: Grout was cast into block by contractor and picked up by HP Geotech 4-11-05. •• Core had a defect along the side. ·-• • •••·-••-• ,._, ••• ~•u •u •••• ''h"Uo•U •"" •••• -.. ....... ,, ··~·-·•·•.._. .o oooou•t ,, ..... •u •-. .......... _,,. .•• ~_,,.,, .. ._,,..,,,.,~ .. , •• _~, •• ,._,..,,,, • ._, o oo o~o._u •••••••F>•• ... -.o o '"''""'''' •• ,,, .. .,. ..... •• .... ,,,_.. ••• ••·-·•·•·•·• "-••• 0 Copies : Kurtz & Associates -Brian Kurtz Casey Concrete-Shawn Vendette Michael Evans Field Technician Reviewed By ~tech HEPWORTH· PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 h pgeo@hpgeotech.com Report of Masonry Mortar Testing •••~••~••oooooooooooOO •OOO I Oo.Oooooo u ooooO hi O ... .ooo.o oo o w ou.ooouuo ... oooo M oooooouo+ooooooooooo,.OniOoOIOOUioO••oo••o•••dono•r n on •oooouooooooooouoooooonuoonoooooou o oo.....,.,. ... ,.,..,. .. ,., •. ,, .. ..,~-..o••o w.......,_...h,...,... ............ ,.._.,_~r ... ooo N ooo•o -...ooo..o Prince Creek Construction David Hicks 2520 South Grand Avenue, Ste. 210 Glenwood Springs, CO 81601 Job No: 105 217 Date: 4-11-05 Sheet: 1 of 1 Project: Glenwood Commercial Project, Hwy 82, South Glenwood Springs, Colorado •• , ... ,._,,,,,,,,,,,.l"'t••o•••••,..,.,.•ooo oo I I,,_,.,,, .. ,,, .. ,,,,,, OIOIO ... o i OOOio•OO h ooHoouoooooooooo••••••·••h .......... ooooo o oooooo-t ooooouooooooOOihhOII•••U•••I•I t",..••nrrtl orl••trnr t nro•l •"rt•nrnll",..n •l•lt t .,.,.-,, r ••1••1 110 1 o•o..•••"'• •••• Placement Location: Front Wall, Unit 1, South End, 11th Course Type & Size of Specimens: 2 x 2 cubes Supplier: Permanent Bldrs Mix Design No: job mixed Time Batched: not observed Type: N Field Testing Information: Time Sampled: 3:15 Air Temperature: 53° Sample Temperature: 61 o Compressive Strength Testing Age Days 7 28 28 Date Tested 4-18 5-9 5-9 Maximum Load (lbs } 9496 12,973 12,915 Length (in) 2.0 2.0 2.0 Width (in) 2.0 2.0 2.0 Area (inz) 4.0 4.0 4.0 Compressive Strength 2374 3240 3230 (psi) Specified Strength: 1800 psi @ 28 Days Progress Report: Sampled from tub on scaffolding. Copies: Kurtz & Associates -Brian Kurtz Casey Concrete-Shawn Vendette Field Technician Michael Evans Reviewed By ~ ~c!rtech . 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hegeo@hegeotech.com Report of Masonry Prism Testing ~oooo••••~•o._o-o ... o oo o ... •uoooouuooooouooooou o••••••o ooooooo 0o4 o o·•~•"••••o oo•u·-."~·••u•u u .. ouo ooo.o .. ooo~n•••n •-• .. ••••oouuouoo ooo•on•o•o•••M h •--·•••uoouuoooo••••••..,ooo uuooooooooouooo•o •••O••U••o ... •wuoooooooooo,.......,.0 ,..,.,._,_.0 Prince Creek Construction Job No : 105 217 Date : 4-12-05 David Hicks 2520 South Grand Avenue, Ste. 210 Sheet 1 of 1 Glenwood Springs, CO 81601 Project: Glenwood Commons Project, Hwy 82, South Glenwood Springs, Colorado •·••••• ,_. • oo ,,.,,,,,._,,.,._, .. ,,..u .. oouoooo o oooo·•~••·•-~t-••••o---oo ... ..,, ... ,.._,,.,....,.,,,._.,,_..,_.,,,,,,,,..,.., • .,,.,,.,,., •••••••••••••••••••u .,..., ...... _.o.4 ·•..0•o ••••• .. •••• •••oooo.o•oooooo ooouoo ooo oo o.uoooooooooooooo o• ...... ,..,...,,,,.-.. , .... uo•o•~••t ,,,.,..,.,..,,..,., Placement Location: Unit 1, Front Wall .N ... \.....,.,..,..W<J<t,'~V. .. .._. ....... ,~w.h--'oVolfo'llti!/V•It.''~.,.,.,...v..--.,~Y~"'' ... "'_.,,.., ..... ,..,.,.,..~~ .... -....... _...~~Y""""'-Y.._Y __ ..._.,.,.,. __ 'o._o __ ..,....w.'No'o'A.~A'Y'o-WoWo.,.~Wo""'\'>' Masonry Contractor: Permanent Builders Block Supplier: Mayne Block .•.y~~.•.•.t,•.•/',''f",Yo'lo'<'I""'NII"'..,-,'"""Ni!II'N.IV~NN.-IN...,.,.,""'''N'..,..,..illo'HN ... '"Y"'N.'"HNII',YoY,~/',YIM'I'I'•Yi,_',VIIH<'•'IH~.Y#HHI'Ni'~NNI#"'~'"Y"'"'NH/I,,\I,,'INNI,'II'Nn.•t,I,,.,.,HI'AN~N/>H'~N~o,•, .... H,'""'"'._,,,I ,Wo'•NY_.IWnl'~,•~•.•¥o'I-"UNJ",'J'~~·o Prism Data: grout filled Bedding: full shell Nominal Dimensions : 8x8x16 Type of Masonry Unit light weight .......... , ... ,..,_,,,_,..,.,,.,....,.. ,.,~,..,,.,.,.,., .. ,,._,,., .• , .. ,.,.,.,,,,,..,,..,..,.,,.,, __ , ........ -,... ........ -u.oooo.oa.."'oo.ouooo•o oO"t >ooooo oooooo.•o•"'''_., ... _,.., .... .._ ..... .._.,., .. ,,,._.,,ao oo ooooo ooooo ooo ooo ooooooto o oooooo• ... •""..,'•_.•••••••-•"""''""•-·-.•ooo•----- Compressive Strength Testing Age (days) 7 28 28 28 28 28 Date Tested 4-19 5-10 5-10 Capped Height (in) 15.8 16.0 16.05 Length (in) 7.65 7.7 7.7 Width (in) 7.65 7.65 7.7 Gross Area (inz) 58.52 58.91 59.29 Net Area (inz} ·----- Maximum Load (lbs) 99,720 147,810 112,560 Gross Strength (psi) 1700 2500 1900 Net Strength (psi) Specified Strength: 1500 psi @ 28 Days .v,-.._vHIM'-.IA'**_""""""'_"""''""•------~.,_.v.u~I'No.....,-..-.-.......... .._.,.,.,...,...,...,..,.,.,... Progress Report: Prisms were built 4-11-05 and grouted 4-12-05. ................................................................................................................................................................................................................................................ ,_,_,._,, ......... Copies: Kurtz & Associates-Brian Kurtz Michael Evans Field Technician Reviewed By ~tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Report of Masonry Grout Testing Prince Creek Construction David Hicks 2520 South Grand Avenue, Ste. 210 Glenwood Springs, CO 81601 Job No : 105 217 Date: 6-15-05 Shee t 1 of 1 Project: Glenwood Commercial Project, Hwy 82, South Glenwood Springs, Colorado Placement Location: Unit 2, Bond Beam Type & Size of Specimens: Cast in block cells and a 3" diameter core cut Supplier: Casey Concrete Mix Design No: -Time Batched: - Ticket No: --Truck No: - Field Testing Information: Time Sampled : -Slump: --in. Water Added: - Air Temperature : --0 Sample Temperature : -0 Compressive Stren~ th Testing Age Days 7 28 28 Date Tested 6-22 7-13 7-13 Maximum Load (lbs) 22,720 28,962 31,637 Length (i n ) 6.00 6.00 6.00 Diameter (in) 2.98 2.98 2.98 I Area (in") 6.97 6.97 6.97 UD Ratio 2.01 2.01 2.01 UD Correction 1.0 1.0 1.0 Compressive Strength 3260 4150 4540 (psi) Specified Strength: 2000 psi @ 28 Days Progress Report : Grout was cast into block by contractor and picked up by HP Geotech 6-22-05. Copies : Kurtz & Associates-Brian Kurtz Casey Concrete-Shawn Vondette Michael Evans Field Technician Reviewed By WEST SLOPE TESTING & INSPECTION 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 9-2-05 Andrew Schwaller Building Official 108 8th st., Suite 201 Glenwood Springs, CO 81601 RECElVED SEP 0 6 ZOOS GARFIELD COUNTY BUILDING & PLANNING Page 1 of 1 Please find enclosed copies of special inspection reports to date for the Glenwood Commercial Center. I guest this project is in the County jurisdiction & not the City of Glenwood as I originally sent the reports to them. Thank You; Doug Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 2-15-05 Project: Glenwood Commercial Center Address: 2550 Grand Ave. Glenwood Springs, CO Building Permit No.: 9269 & 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#! Page 1 of 1 Inspection of shop fabrication or field work at job site: Shop Report: Visually inspected the shop welding at the beams & columns piece marked 2B 1 (Qty2), 2B2 (Qty 3), 2B3, 2B4 (Qty 2), 2B4A, 2B5, 2B6, 2B7 (Qty 4), 3Bl, 3B2, 3B3 (Qty 3), 3B4 (Qty 3), 3B5 (Qty 3), 3Cl (Qty 2), 3C2 (Qty 3), 3C3 (Qty 5), and 3C4. A few welds were discovered that needed to be repaired (porosity & undercut). These welds were repaired and then the welding inspected above appeared to be as shown on the drawings and appeared to be of acceptable quality per the requirements of the AWS Dl .l Structural Welding Code. Inspector/Technician: Douglas E Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 4-18-05 Project: Glenwood Commercial Center Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9269 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#2 Page 1 ofl Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the field welding at the bar joist support ledger angles to the embed plates and at the bar joists to the beams & embeds from grid lines I to 5 2nd floor level building I. Also visually inspected the high strength bolting at the same area as the welds above. The welding & high strength bolting inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS D 1.1 Structural Welding Code and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below. 1) A few welds needed repaired and the welds at the bottoms completed . 2) There were no embed plates to weld the joists to at three areas above the center beam pockets. he steel erector was made aware of these items. ---- Inspectortreehnieian: Douglas E Young <{J~~·~·llll 1 ~-·~ ~n ~~ ~ ·-."~ CJF F West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 8 I 504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 4-26-05 Project: Glenwood Commercial Center Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9269 General Contractor: Prince Creek Construction Contractor tbat Performed Work: B&B Welding Report#3 Page I of 1 Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the field welding at the bar joists to the beams & embeds from grid lines 5 to 6 2nd floor level building 1. Reinspected the welds noted in report #2 item I. The welding inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS D 1.1 Structural Welding Code. Note no special inspection was performed on the shop welding at the anchor studs to the embed plates. West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 5-25-05 Project: Glenwood Commercial Center Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9269 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#4 Page 1 ofl Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the floor deck puddle welds at building number 1. Also received copies of some additional details from the structural engineer for some fixes as noted in report number 2 item 2 and at some other locations. The welding inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS Structural Welding Codes. '~:4 . oc1 \\ Inspectorffecbnician: Douglas E Young ~~ ~. c~ .· West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 7-26-05 Project: Glenwood Commercial Center (Building #2) Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#5 Page 1 of I Inspection of shop fabrication or field work at job site: Field Report: Received & reviewed copies of some additional details from the structural engineer for some fixes at varies locations. Visually inspected the field welding at the bar joists & shims to the beams & embeds grids 4 to 6 and close to grid line 3. Also visually inspected the high strength bolting at the area above. The welding & high strength bolting inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS D 1.1 Structural Welding Code, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young ·· West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 7-28-05 Project: Glenwood Commercial Center (Building #2) Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#6 Page I ofl Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the deck puddle welds grids 2 thru 6. Visually inspected the field welding at some beam connections close to grid 3. The welding inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS Structural Welding Codes except as noted below. 1) Some additional tube steel shims needed welded in at the joist seat bearing locations per the engineers detail at grid line 2. These welds will need to be inspected when completed along with the other remaining bar joist welds that were not already inspected on 7-26-05. 2 needed welded to embed p a e · ----- 3) It appeared that a few anchors were missing or the ledger angle needed welded to the embed plates at the concrete wall grid line 4. The steel erector and the contractor were made aware of these items. West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 8-17-05 Project: Glenwood Commercial Center (Building #2) Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#? Page 1 of I Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the deck puddle welds grids I thru 2. Visually inspected the field welding at the bar joists to the beams, shims, and embeds grids 1 thru 2. The welding inspected above appeared to be in general conformance with the drawings & additional structural details, and appeared to be of acceptable quality per the requirements of the A WS Structural Welding Codes. Note there was some remaining welding to complete, high strength bolts to tighten, and anchors to install. These items will need to be inspected when completed before a fmal inspection report can be issued. Inspectorffechnician: Douglas E Young West Slope Testing & Inspection 3177 Glendarn Dr. Grand Junction, CO 8I504 Phone:970-434-6988 Cell: 970-260-2844 Final Inspection Report Date: II-17-06 Project: Glenwood Commercial Center Buildings I & 2 Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9269 & 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#9 Page 1 of 1 Inspection of shop fabrication or field work at job site: Shop & Field Report: Reinspected the items that needed completed and/or repaired as noticed on the prior inspection visits. To the best of my knowledge this completes the special inspections of the structural welding & high strength bolting as outlined in reports I thru 9. To the best of my knowledge the structural welding & high strength bolting inspected as outlined in reports I thru 9 met the quality requirements of the me, A WS D 1.1 Structural Welding Code, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspectorffechnician: Douglas E Young · I Prince Creek PCC Date: 3/29/05 To: Andy Schwaller Construction, Inc. 2520 S. Grand Ave., Suite 210 Glenwood Springs, CO 81601 970-945-4545 970-945-4848 Fax Garfield County Building and Sanitation Department cc: Phone: 970-945-8212 Fax: 970-384-3470 From: Fred Cameron Phone: 970-945-4545 Mobile: 970-230-5352 Fax: 970-945-4848 Pages: 14 (including cover) Subject: Here is some additional information regarding masonry special inspection for the Glenwood Commercial Center, Buildings 1 &2. I have also enclosed the submittals requested in item #2 of Brian Kurtz's memo. We will be starting masonry work next week. Please call if you have any question ~ Wu 1 cJ~ FROM Kurtz & Assoc1ates, Inc. PHONE NO. Mar. 29 2005 05:02AM P2 KlTRTZ & ASSOCIATES, INC. STRUCTURAl, CONSUJ,TANTS SO 12 County Road 154 Glenwood Springs, CO 81601 To: Prince Creek Construction MEMORAL"iDUM Re . Special Inspection for Masonry Constl·uc:tion Glenwood Commercial Center: Building No.1 & No.2 2550 Highway 82 Garfield County, CO Phone (970) 945 6305 _.-- Fax (970) 945 1093 March 29, 2005 Our office is the structural design engineer of record for the noted project. A~; such, we specified that the lower level masonry construction at the south wall of both buildings be constructed under the standards of"Special Inspection.'' This requirement was precipitated by the strength requirements of the masonry bond beams above the overhead doors . Note that at Building No _ 1. the lower level waH has a gross area of approximately 2600 sq. ft ., and that at Building No 2, the lower level wall has a gross area of approximately 3000 sq. ft . Note that the Structural General Notes for each building specify concrete block requirements, mortar type, and the required strength for the mortar, grout, and assembled masonry. For each building, our office recommends that the Special Inspection program consist of the following requirements: 1. A qualified masonry inspector shall be present (full time) during the construction of the lower level, south masonry wall of each building . The inspector shall observe and record all applicable aspects of the masonry constroction, to include handling and placement of masonry units, mortar mixing . grout pumping, and placement of reinforcement.. 2 The supplier of the masonry units shalt provide test. reports to verifY that the masonry units conform to ASTM C90, Type N, lightweight block_ 3 At the discretion oftbe masonry inspector , two sets "Prism Tests•t shall be performed for the lower level wall of each building A set of "'Prism Tests"' shall include a set of"Grout Prisms", a set of"Mortar Prisms", and a set of "Ma.iionry Units Prisms, (i e. assembled ma.<\onry units). Each set shall consist of three prisms. with one prism to be tested for compressive strength at 7 days, and two prisms to be tested for compressive strength at 28 days. COMMERCIAL T ESTING LABORATORIES A D IV I S ION or CTL /THOMPSON , INC REPORT OF PHVSICAL PROPERTIES OF CONCRETE MASONRV UNITS IN GENERAl. CONFORMANCE WITH AS"IM C 140 AND C 90 CTLJob No: CT-11618 Date Submitted: October 15,2003 Client: Mayne Block Gypsum, Colorado Product: Lightweight CMU Data: November 14, 2003 ASTM Unit Spaclncatfon: ( ASTU C 90 . ...-· , Nominal CMU Dlmen51ons: '---Width:-6 .0 Ughtwefghl ln. HeJght SUMMARY CMU Gross Al'ea Compressive Strength •. CMU Net Area Compressive strength •..•.. eMU Nal Area Compf8ssive Strength ••.•.. Minimum Facashelf Thlcknoss ........... -·· •. Minllllt-"J1 Web Thickness .......................... . Equivalent Web Thickness ....................... .. CMU Net Cross Sectional Anra ................. . CMU Gross Cross Sectional Area ...... -... .. CMU Percent Solid ,_ ............... -............... _. CMU Equivalent Thickness ....................... .. Variation rrom Slandard Dimensbns ........ . Absorption .: .................................................. . Density (Oven Dly Condition) ..................... . Moisture Contant, (as delivered for tesUng). Shrinkage. ASTM _.26 (aa tested) ............... . COMPRESSION TEST RESULTS ABSOR.P110N ANO DENSITY RESULTS fi!:j:!j!i®f:.l.jjij;l;fi J:RJifiii - - -,. ~:-:t - -,.. -~ .~! :.: •. ---• - REQUIRED ... .. Average: 1900 min Individual: 1700 min 1.25 min 1 .0~n 2.25mln ..... •••• ·-·-Width: 'f'/~ 0.1261nch Haight: 'f'/-0.1251och Length: +/-0.1261nch 18 malt ........ . ..... 0 .065% 8 .0 ln. Length 16.0 ln. ACnJAL 1350 psi 2650 psi 2610 psi 1.29 h . 1 .07 .!1~ -.. 2 .81 ln . 60.5 sq. in. • 118.5 sq. ln.. 51.0 % 3.87 in. max 0.021 in. max 0.023 ln. max 0.025 ln. 15.1 pet 101.1 pcf 11.3 %of 'total absorption male 0 .081 % Statement: Thea a samples meet ASTM C 90 specifications for lightweight. loadbearlng concrete masorlfY units tor the properties tesied 8Xq)8l far Bnear dr)ting shrinkage, AS1M C 426. COMMERCIAL TESTING LABORATORIES lynn Laboratory ~ger Certified NCMA Lab Technician AWF/JLGlawf #f6.1 4 -- Jeffrey L Groom, P .E., Principal 22 LIPAN STREET DENVER, COLORADO 8022 3 303 / 825-0777 ·---~ This I.Hst report r'fllat.es only to tha tl.t:lrns tasted and ahall not IJo reJlr'CIIluced, except•n full, without wdU.I!'I approv~ of C'.ommcrcial TestinoLBbarator~ Table 1 t ' REPORT OF DRYING SHRINKAGE OF CONCRETE MASONRY UNITS IN GENERAL CONFORMANCE Wlnl ASTM C 426 CUenl: Mayne Blook Block ID~ Ughtweight CMU CTLJab No.: CT-11618 Date Submitted: October 15, 2003 Date: November 14. 2003 l:;:~;~~i;i;f~~~~~f~j~;~~~~;~Ji;t~~;f~ft~~;~:Ir~~iJ~~~mt.~zliti~F======:=~~~~=====:::===r==::::::::===:====:=::=======r=========~~:~:========== '·.·.·.·--.·.·.·;·.·.·.·.·;·.·.·.·.·.·.·.·.·.············i!i-:.:.:..::~·-·.·t·.··;;tw· .• ···•~i;.;j::·l· ~=-··1 5 75 I 5 555 I 5 64 ·::::::::::::;:::::;:::::;:;:;:;:;:;:;::::::::::::=:::=:~~lllJt~: .. ~lUll~:.~.;; • • • ~jj. ~ i : ~ ~~~Z i ! iii! i ~i~f ~!! i]i I il~!!! !l ~ j; I~ if fil i!i !ii~ iii i i ~i~ JJ~~ li iii f iff i i 1f~I f II! J i~! ~i~i ~~ J 1~ !{ i ~ !ilff Jl ~i! if ff! fit it l~i ~ 1 il ~ll ~~ li[ !l~ l~i ! 1 ~ 1! 1; ii l ~ [i l i [:!~if[! !i! i 1I !if i 1 120 BICM;k Weight, lbs. · 5.37 ·. · · 5.18 -5.25 Shrinkage. %1 0.031 I 0.030 I 0.031 2 I 48 I Block Welaht, lbs.l 5.10 I 5.00 • 5.08 Shrinkage, % 0~069 0.062 0.070 3 I 48 I Block Weight, lbs. 5.05 4.87 4.93 Shrinkage, % 0.079 0.073 0.082 4 I .t8 I Block Weight. lbs • 5.05 4.86 4.92 Shrinkage, % 0.082 0.075 0.084 5 • 48 I Block Weight. lbs . 5.04 4.BCi 4.92 Shrinkage,% 0.082 0.077 0.085 SHRINKAGE SUMMARY \riliiji~il~i~~~~~rj~lli~i~~~~J~l ~~~!I~m!lj~j~lli~~•ml~ii~iiiiif~~~~i~i~i 7 0.082 a . _ .. 1 o.on. 9 I 0.085 Average: I 0.081 22 LIPAN STREET DENVER, COLORADO 80223 303 I 825-0777 Tt11s test repllrt mlates unly to t.he 1te1T1S l.tlst.ad and sll811 not be reprodul:ad. except m full, without wliLten approvnl of Curnmercial Testtn~J LAhnratol'll.!S PROJEC.I : l livision 4 -Masoru y MORTAR DESIGN MIX Reference: ASTM C 476 using property Specification except compressive strengtl L Water: Cement: Sand: Lime: Mixing: Potable water, clean and free from deleterious amounts of oil, acids l alkalies and organic matter. Portand Cement shall be ASTM C 150, Type I & II Clean, sharp sand, free from loam, acids, alkalies, soluble salts and organic matter. Ninety-five percent (95%) shall be retained on a number 1 00 sieve and all shall pass a number 4 sieve. Well known brand confonning to ASTM Standard Specification and Test C-207 Type S with all official revisions thereof. 1800 psi mortar shall be Type ·s· of the follmNing proportions: 1 (Part by volume of PorUand Cement) 1 % (Parts by volume of Hydrated Ume) 5 % (Parts sand measured in damp. loose condition) Use method of measuring materials on job so that specified proportions of mortar materials can be controlled and accurately maintained as work progresses. Unless otherwise specified, all proportions are by volume. For purposes of these specifications, weight, of one cu. ft. of respective materials used as ingredients in mortar, is considered as the following: Material Portland Cement Sand (dry) Sand (damp) Weight per Cubic Foot 94 pounds 80 pounds 85 pounds ., \J 't '/l r. •• t.u u .-d • .... .,. t 10 , .. ,:'r j,,,.t h t .I J• -~t~•· t h ~ .. ,1' I PROJECT: Division 4 -Masonry GROUT FOR UNIT MASONRY-DESIGN MIX Portland cement: 6-112 sacks per cubic yard 3/8" pea gravel: 20% concrete sand: 80% Grout for unit masonry to comply with ASTM C476 UBC Standard 21-19. Supplied by Redi-Mix trucks from: La Farge Corporation or Casey Concrete Equal Strength: This mix has been tested to well above 3,000 psi. Compressive strength in 27 days. (Similar tests attached) C.\My Documents\1'01 Forms\Grout Design Mix wpd ~'F#Ut.Gii I U I It I~~,. f fl ,J h \h ·t I n I._ fl 119!l (JIIIViiS ::.lrt•fli OCII'/fl, ((I fi()?()IJ j(l'j (1;7 4'!/11 Mix P6rformance Report ._ ... .._ ..... _ --- Company Number (or G location Numberl: Companv Name: Moumalo Conactc - Plant: I I · Wnod v Cree~ Ticket Nu111ber: Job Number: lndependMI l..Bh 1: H P. Geotcr. Lab Technician: Batch DaHl' 10129/99 DatchTime. 11 ;2 7 ~00 AM Slump (inches): 11.00 )C Weight fper albic ft.): --Concrete Temp. (11f): 54 twMJ•r StJ«tAth ~ 3 dav.,s 7.JilYJ 14 day. Strernnta 1: Strength 2: Strength 3: Average: Comments: 4160 4040 4100 ---------··--. -M br IL>· O!}J J Aoorc:gete SOUtce . Project Description: Apsen MIJSi c rant OOT Reference Number: Document Author: Ric k Seymour Cure Type: lab Cuw Tcu ck Number: ----------8036 •-o~d Volume.s : -Test lla.te: 10/29/99 -T est 1-•me : 12:4!i :OO PM Oif I en:nc:c: Od 1h 18m Air Content (%): Air Temp. (•F): 35 28 dava 6S davt 90 dAvt 6560 5660 ~ARGJi. l Il L II \I•· j ... "''" ··' ''" ••• II !J!) (liMrH !.o hi!;J I Utll 'lt't, <.0 R02 0 •1 W1 6 1,7 4:170 Mix Performance Roporl --~------------··-------Company Number lor 6 Mh< 10 : 0 0 ;~3 Location Numbe•t· Company Name: Mol,nraln Concrete Aggregllte Source : -----· · ~ ·-----·--1 1 -Woody Creel Project DcscripJiow - -• Api o M u sit : 1 ·'t~u Tickel Number: -----09008 I 77. DOi helefence ·---· ·--___ .. ____ · Number : Job Number: Oocument Author: fiid: Sevmovr/Oenver/Us /Con cretr.-Aggregatc s llalarg e Independent lllb 1: H.P. Gcotec Cure Type : Lab Cure lab Technician· Truclc. Number· 8036 Lm~d Volumes· Batch Date: 10/29/99 Te5l Date : 10/29/99 Batc h Time: 11 :17:00 AM Test Time: 1Z:15:00 PM Oilference: Od Oh 48m SUMp (inches): 10.25 x Air Content(%): Weight (per cubic ft.l : Conaete Temp . t•f): 55 AA Temp . t•fJ: 36 Cvtiodor Strenatb Streng&h l: Strength 2: Strength 1 day ~JI~• 1._Dm 14 dcrtf 4tifi0 4810 28 davt 56 day! 90 day! 6680 6800 3 ; ---------------------------------------------- Average : 4 630 6740 I Comments: I .t~ l'l'U H t 'rJ I· II '"':"•·~ #&•a. I 0/A. 320 I A.OUn DIA J20 Tn Tnl noo D/A J2n osn oouru.t: !;nn: non Prefabricated Corners and Tees A complete line ol prctabricatcd corner and Icc sections are available in all dcsion types and tinishes. II is necessary lo designate corners as inside or outside when using Trirod or Ooullle side rod design types. 1--36" (91Smm) ~ L:ZS~1T 28" (710mm) -···l Trlrod I Outside • Cor11er I . ·t Block 1 ~36" (915mm)~ zs. I ,(II)T 20" Trlrod Inside Corner llrick Olock. 1--32" (AIOmm)--j ~ OUR·O WAL Truss amlladm is manulaclumd in accordam:e with llnilorm Ouillhii!J Code Slandau.l Ufll: 24 I~~ and ASC[/1\Cl !1::10 Hmlllnl!J r.nrlr~ lh~lllllmmenl•; Jrn M~·auu y Sllur.hu r.s Desc1'i11tion I allur Type r~; iltlrclahnr:atml n:rnfnrr.enu!nl nsper.iallv ilr:si!JIWil lru r:nrhcdrnenl lltllm horrzoutalmfu1ar IOIIll!; nl mt!>lulr y. II i•; manufar.hrm!l in 10 ll.f30!i0mntllcugths I ;uhu lyJu! ww;r st:; nllwu or more r•arallfll. lougiludmitl rml~ \'/Cicl ·r.otuwr:lr.rl lo fll!tJ l!:lllli r:ul.ll cross rolls normally spaced 15" t3110rnn•l 0 C lo I arm ill.ldtler design . for remlorced masonry apphcalions Hi " (400mm) spacin!l is available on request The cross rods are ch!r:trir:ally hull weldecllo deformed side rods in a singlr. pl.lllr. Basic Uses OUfl ·O·WAL lmlur Type minlo•r:~:uwnl can hr. uscrl 111 auumhe1 nl atlflhcalions to improve the pcrlormanr.c ol rnasonr\' walls. Some arr:. • To conlrol shrinkage crar:t<i nn • To provtd!l prtncipal horizonlalrr:mfuu:r.uwnlut r.u(luu wre!l miiSnury walls • To Llond masonry wythes to!Jolhllr 111 r.omposile anrl eavily walls. • To bond intersecting walls. • To bond masonry wytltcs logolhr.r rn utullrptc wylhc !)routed masonry. Advantages Tests show lhal continuous rcinlorccmcot improves the pellormance ol masorvy walls by providing • Greater elasticity • Higher ductility • Beller resistance Ia 1 a in pcnelration • Increased horizontal llcxual strength Finishes • More economy • Crac!( control • Bull welded s1nglc plane construction • High bond with dclormc!l stde wim s • oun·O·WAL recommends mill yalvi.lnizm:J 1.10 oz psi3Dgtm )lol interior applications .· • OUR·O·Whl recommends ho1 dip galvaniwd (1 50 OZJIS14!J8g/nl; 101 cxtcraor applications. • Also available in brilc llasic. Class I. Class Ill or slainlcss steel . • Check local building code lor SJlCCilir.alion or sec Jl3gll2 • OUJl ·O·WAL docs nol recommend epoxy coaling '1111~11111 i.lfollllt~IK.IIl'lher~ lliUh niOI~IIIIt r.GiliCiliiS KIYIIIIII~I(lofkCI 1 uunr; IIIOIIr:cutei Sl. hoi lfit• y;~v~rurmt •~wnuuerKiert Dlll ~ l > WAI, 11<11 ( \ " 'tt.tn'' t.'\P I! -.~\Ill : ••!I I. 'fiCI I ·~·~~~ ll ~ wur•. ~.: .. t I ~' H l't cll.~~~d"' f •(;Uv··,ll .. ul:il! -~' •. \1 ~ \ ~;uqo r olllh~l \ /\ll.ul.lhh: 11 1 III!!JIII,u. lh : ,uul Wulr : ll.lll!J•! fh ".IIJII .. 1111111 I'. d•:·.I IJIII"II !J,, ) 11 '.1! Wllll'.l.lllfl ,lll l •,.1:.11 lihl•.l, I'VI. ni.III.II·IIIIIUIIIIIII . li1 J\',1 M ll :';li( IYfll! I 'V L h!o1l tl Willi .1111111olll1'l l!l h.ndlll ! ,', ulll'•• '• v~l1111 11 ~ li•tl .n :W i d .rru .n Willi 1\!.IM j)(';Jijl) Coll i Lloll.l! hllllli!UI!',', :,.,., r '1/"L) TAOI.E 1Ja: SliCAn STREN G Ill 1\.vcri)(je III!!IIJI,u I'VI. 11/n/1111' 1!uhh11 U/r.-•cm• Conlrol lo;~d (ll :r She ar .lolnl n· ol Joinl !Hrcnglh Typ e (lhs) ~- Widn nange 22B:l llll 21m) 4 90 tJ 4mPa) '' -.~-1.; .... ,lt."""'- Regular 2fi3 Jl1~7_kn) !ii!!!.P ~~al ~-,··· f l · fJ. 1 ;. ~->I '. .. (Uinunl II"Pitfl•a. t,_-JI No 6 PVC 0/11 21111-1 lluhhcr D/A 2001 '..& •• ., ... ' ,... -1 .; ... :.'. If• '""'n• .; .. / · ,~r - ...... ,, .. _. '"' l '4' ·~··lh41'··~ ,"~·'~-~ , ........ Nno --? ·J.J'.. .• '(v • ~r_.JZ'"·.,,· • '.l.·••c..·-·•.. ... ~I...,_ r ...... -·,~·'""""""A.-1>1•-" , I ;-1 -,.. "'),..[__.... '{-j I ' J.• .p&h~~ _, t-'.4·~·~·~ · , r L.. · • • ~ ••.1.·• t,£•1•7' •" ·-I r .!'"1Unwu1 1 Tee I•VC U/A 202U . ~.-) ·' Oubbcr 0//\21125 ,.. U ~"~,z.,... ·--~~~ ~~ No.BPYCO/A20fljl Y"' ~ ~/'' 1 Rubber DfA 2005 -~-·~; .. ,..,,.. , .. A,· ••~• ;_ , ....... -..-~,.e:::::--.:_"j ,-I ', "-'"''"""'1-1 1-. _ ·-·-~tt.,(• t ., •• U !t t51 _,.,; " ' ... , )--.-7.··-7,/ ·-7/,• ~ , ,?¥ / ,•:,'/ _/•:;::. / ~ •' U'~I~M~I '.L .. IGOmMI ~ ~ // ~ ··.. _, .. :: ,··'· .. ~ __ :.£_ ~ ·-.r-1'•1.?-;.--,-""111-1 I ''.1,"1•>-1 ~-,--,~ --1.--V -::-.,.. =-~' t---1\4"1111-1 • -~~ ,.,._1 flo. t2PVCooly 11 'J" llllmo»o ---· · DfA 2007 Rapid* Soft..Joint/Expansion Joint Keeps mortar __ ., Er[lilnsion Joinr and other 'I i . foreign · 1 ~:;-'~ .. ;""::·· matertal andmollaf~ outside i Soii·Jolnl dlllflPngs ool- horizontal or oljolnl. , • -~ >"' vertical _:i DIA 2010 _ • DIA 2ots expansion • I G / Singto Wylho joints. Available in a variety of thicknesses with adhesive on one side lor convenient temporal}' allachmcntto steel shelf angles. 114· {6mm) thick for soft joint and 3/8. (10mm) thick lor expansion joint. Closed cell neoprene material conforms to ASTM 01056 class RE41 or 2A 1 compressibility exceeds 50%. OIIICr widths available. Joint Stabilization Anchors D/A 2200 0/A 2200 has numorous applications In bridging veJiical control joints. ll can be used to join continuous rows of brick or block, inlersecling hottow block wythes, or to connecl new to existing wall s. Fully tested, call lor resulls. 0/A 2 200 I L. •• ,, '·I. ~ •lit. ~I -.••. ;;; <-li II I ........ I ~ •·h ,, ~I I. I' ld; l· '· l"l,lli.illh· II I I :I:IJIII ,u l •·1.. ,u u l 1/1!1 d 1 1111 1111' d•· ll fll I 1 1 •II I do 1 ll l••l l111 11 .1· Will i ~.l.uul,111 l · ,,:.~, lth u l 1:ul1l w1 1'. l.ulc .1y ,. h lld•:d I Aill f II ~j lll:/\l l~·ffii ·I-/Gtll l,lllll oiJIIIIII IJI II/\!,IM il ...... w · -·~~-~--~ i'I)IJ O .JAA 1111!, Wtllr .1 1\VCrii!J~ I I I I I ( I I I I . I 111 1111 ! 1!1 loll IIIII:·,•, ul /UI on rn _rlt'll 1•cr f.;h ,·.u .1111111 II" of ,lc >Uol !oi ii!U CJih \'!lll !ll h ::,lf:il lll oll .l.lolfLI/IJ I ' T\'Jl ' (lh:o) (p~i) \'IIIII N.IM 11.':'/fll l.ulrl W11~: i'J..u!JI' :?.i;;,l iii.l ;;i,j ·:l·lfi i -1 ;•~1 1',1 1 1.1.11.1, hllll h·llf:·,:, •10" I 01:1~~.1r _ -~?!~ (~_:!_ I!~•} -~:1.1 (I 7oul~•) ! -'Ill" I:) DUR-0-WAI}'' Masom·y WaH -Top Stabilizing Ancho.-Pr·odud Oe:-•. e dptio n Mt!l:ltanitill anchorin{J !lyslelll tlr:srgJwd lo w•;1:;J l;llcrallu,uJo; al the IO[l olma sonry walls. Jl consists of a steel tlowci J /8" x (i" ( IOmm " 150mm), vcrlir.a lly wclderllo a 12oa (2 7mm) uahl <llliZr.d sttml Jllale ll1c assmnl..lly is mounted to the unrlcrsitJc ol a hcam nr 11aruu1 slrur.lum via ITICI:hanical anchors or wcldiii!J. Slot ~. iu llw tllal r. 11111vuh: liclll adjustmenl ollhl! assembly. The dowel. slccv ecl wilh a plasl ir. tube. is bedded in mortar wilhin I he groove of a sa sh blo ck. The closed emf sleeve prevenls the dowel from bonding lo the mortm ami allows lor vertir.al tlellcclion . The product is available hoi diJllll!d galvanized lor cldcrioe ilJ1Jllir.ations. or, mill galvani7ctllnl inl erin.-w;1U applicillions. Advantages • Resists laleralloads al lhe IOJl ol Masonry Wall s • Installs Easily • .1\llows lor live load Vll11 ical dcllcclmn • Slotled base plate lor accurale inslallalion po silioning -Concealed within part ilion wall -no exposed hardware • Available wilh corro sion resistanllinishes Finishes D/A 410 (Special Order)-Mill galvanized plate wilh plastic sleeved dowel , (brlle} 50/Dox . D/A 411 (Sloet} -Hot Dipped Galvanized Assembly wilh plastic 50/Box. t !:~\i;! 3,\·:;_::r~~I2'!~·;'T~~~~-f! ')(~: -.?, :;;'r~~ :-. , .. , . . . . I ! .... -· , ,.· . . 1 0/A 411 Di ll! n ·WAl, II,I C . II 300"' is a superior insulation mate rial for usc in commercial and industrial construction and ha s excel - lent thermal and acoustic properties. It is a two~compo­ nent system consisting of amino-plast resin and a catalyst foaming agent surfactant. These two components, when properly mtioed and propelled by compressed air, produce a foam insulation having the appearance of shaving cream. A building material for use in the filling of cores in concrete mason - ry blocks, cavity walls and between brick and block. It sets cold in I 0 to 60 seconds after leaving the hose nozzle and does not expand any further, so enclosed spaces may be filled without pressure build -up. Before setting, the foam flows easily to fill the total cavity, regardless of its shape or the presence of obstructions such as pipes , wires and electrical boxes. It may also he troweled into open areas if desired . offers proven performance as an insulating material . It combines a high 'R' value with the unique ability to completely fill and seal voids, a true advantage when dealing with masonry construction. It deadens sound very efficiently. Because it is applied under pressure, the foam fills irregular spaces with ease. Core-Fill 500"' does not settle like vermiculite or EPS beads, thus remaining effective for the entire life of the building. Most important, it is cost-competitive with any other insulation method. Core-Fill 500'w easily complies with all relevant codes, standards and testing (DOE, EPA, ASTM and others). Because it contains no po lystyrenes , polyisocyanurate, or polyurethanes, it offers superior fire safety characteristics. It does not contain or emit CFC 's or HCFC's. Core-Fill 500rw is activated on-site and pumped under pressure into the wall cavity, pipe chase or interwall space. Core-Fill 500"' has been installed in over 80,000 installations and $60 billion in ne w construction. Core-Fill 500'"' is easily applied in new and existing construction. 1. 1 .\eries o.J .\l!utl l ho le' an d rille d illfo the morwr 2. flwfo am .flmv.\' th ro ugh th e enti re cavity aud web. 3. Holes are patched on ce th e wall is completely .filled. Core -Fi/1500 " can also be pumped into a wall or cavityfinmtlze top of the uncapped wall. In a 1Jf1ical tim , mu• Cl t!lv Cll /1 fill up to X.OUO s quar~:feet of 11'1111 .1pw ·e with Om·· Fill 500". a spee(//lutclr lug lu:r tlr w r a lte m a ti••e m et/r od\, CoaE•FILL soo·· MEns OR EXCEEDS Au. PERTINENT TESrs, CoDES AND STANDARDS. Test/property Reference Fi re Safety ASTM E-84 Fire Wall Rating ASTM E-119 Rcc,uircd Pcrfonnance Flame spread not to exceed 25 Smoke developed of not more than 450 Minimum -2 hours 07210/TAI Buyllne 2097 ( 'un·-Fill SUO l 'crfonnancc l•lame .~prcad () S muJ..1.. de vel oped ') Fuel coni rihul ion 0 4 Ius . on I 2'' C M U 4 hrs . on R" C MU ------------------------------------·---------------------------------------------------------------------- Corrosiveness DOE (e) (3) HUD6.2.8 AI, Cu . Steel -No Perfor.1tions Loss of mass not to exceed 0 .2g N o PcrrnrJI ion:; L cs-; than 0. I g ------------------------------·-----·---------------·------------------------------------------------------ Density DOE (c) (4) HUD 6.1.4 O.R lh!fl ' 2.7 IO :U lh/fl 1 J Dry 0.7 to 0.9 lb/ft Wet 2.5 to 5.5 lb/ft, --"·------------------------------------------------------------------------------------------------------- Water Absorption DOE (e) (8) HUD6.2 .2 Not to exceed 15% No absorption in less than one hour Aoat ing test 3% Droplet test I hr. J 5 min. ------------------------------------------------------------------------------------------·---------------- Shrinkage DOE (e)(ll) HUD6.2.5 Not more than 4 .0% Less th.m I o/r ----------------------------------------------------------------------------------------------------------- •Fiamt: spread values are nat inttnd~d to rejlt!ct hawrdl· p rutllled by this or ant other material under acwaljire conditions. QluwrY AsSWWICE Core-Fi11500"' contractors are licensed and approved by Tailored Chemical Products, Inc . All applicators are trained and certified in the use of Core-Fill 5<Xr materials and equipment For more information or the name of the certified installer nearest to you, call 800-627-1687. This product is Chwilied by Underwritcn; Labonllories Inc. as to Surface Burning Characleristics; Rl9134 When inslllllcd as suggcslcd in the: ENERGY STAR• tnsulotion Guide, this product can mvc energy. Coli for the insulation guide or call 1-888-STAR ·YES. INSULATION ... E Manufactured by TAlLO R := D CHEMICAL PRODUCTS FoAM INSWADON PO Drawer 4186 • Hickory, NC 28603 • 828 322 6512 • Fax 828 322 7688 www.core~fill500.com Cl All Capyriehtt ,...,....,.... 2001 Tallonod Chemical Product• Inc. . . I I \ \ David Hicks Prince Creek Construction 1317 Grand Ave. Glenwood Springs, CO. 81601 December 8, 2004 Re: Project at 2550 Hwy 82-Building 1 and 2 . Dear David, Special Inspections as per Chapter 17 of the 97 UBC are required for this project for any structural welding and also for the masonry from the foundation to the 2"d floor of Building 2. In conversation with Brian Kurtz, the bond beams above the garage doors on the lower level are of particular concern. It is important to get the special inspectors involved early in the process of the construction. They need to do their inspections as the work progresses rather than once the work is done. The engineer of record will need to work with the special inspectors on any structural details or alterations to the plans. As per Sec. 1 70 1.2 any special inspectors shall be submitted to the building department for approval prior to construction. Please submit your proposed special inspectors at your earliest convenience. Please call if you have any questions. I have a list of possible special inspectors that work in this area if you do not know of any. Yours truly, Andrew Schwaller Building Official cc Brian Kurtz SENT BV: RAILTON MCEVOV ARCHITECTS; 3034435535; PAGE 1/1 OJ~ r;jt job l':o ~,;!.Jl GthfW7/0I ~m£,1<~ ~.llJ!i!t~ .. .._ lrNoj ~ff/JJA1At~ '17o ;e4-'347D p,etN~ C~ t-cAJS{ CO~'/ OF BLOb P~ Wf II l'JtutlLY/J65 I I RAILTDN•McEVOY i4 II f H I i f r. T S ' I i ' :.. ; -I ' __ ,_~+-+-r-~-+- 1---·--+--+-+-+--+--1-----l~-* . ··-+-+-+--.j....-...;i--1-1--·· ·-1-+---1--~~~--~-·- ·--- - n lh.l I t•)l•' ;.• ,._. ·(·~:RIP..J4\; .. ;,; Ff.:,:"~<An.1U ;"..~RPI\l'l•' r I~ !;tCal •• r.t :, i h ·.ltJU l U .! t..!1UC !Ul t J ~lde r :;r ...... 1 :1 , ~u u:.1 !U~! '·1.3 ,\!;:\ ' :,\).o-,;3·!";~'1·~ West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 7-26-05 Project: Glenwood Commercial Center (Building #2) Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report#5 Page 1 of 1 Inspection of shop fabrication or field work at job site: Field Report: Received & reviewed copies of some additional details from the structural engineer for some ftxes at varies locations. Visually inspected the field welding at the bar joists & shims to the beams & embeds grids 4 to 6 and close to grid line 3. Also visually inspected the high strength bolting at the area above. The welding & high strength bolting inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS D 1.1 Structural Welding Code, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Daily Inspection Report Date: 7-28-05 Project: Glenwood Commercial Center (Building #2) Address: 2550 Hwy 82 Glenwood Springs, CO Building Permit No.: 9270 General Contractor: Prince Creek Construction Contractor that Performed Work: B&B Welding Report #6 Page 1 ofl Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the deck puddle welds grids 2 thru 6. Visually inspected the field welding at some beam connections close to grid 3. The welding inspected above appeared to be in general conformance with the drawings and appeared to be of acceptable quality per the requirements of the A WS Structural Welding Codes except as noted below. l) Some additional tube steel shims needed welded in at the joist seat bearing locations per the engineers detail at grid line 2. These welds will need to be inspected when completed along with the other remaining bar joist welds that were not already inspected on 7-26-05. 2) Beam needed welded to embed plate at grid B/2.7. 3) It appeared that a few anchors were missing or the ledger angle needed welded to the embed plates at the concrete wall grid line 4. The steel erector and the contractor were made aware of these items. Inspector/Technician: Douglas E Young · Fred Cameron, Project Manager Prince Creek Construction !317 Grand Ave., Suite 101 Glenwood Springs, CO 81601 December 17, 2004 Garfield County BUILDING & PLANNING DEPARTMENT Re: Special Inspections for Glenwood Commercial Center Dear Fred, Thank you your letter of December 13,2004. My files show that Western Slope Testing and Inspection is qualified to do the inspections as proposed for any structural welding. Check with Kurtz and Associates if they want to do the inspections on the masonry. Brian Kurtz is the person requesting Special Inspections of the masonry as per Chapter 17 of the 97 UBC. We do not have a problem with Mr. Kurtz doing these inspections if he is qualified and spends the requisite amount of time on the job to provide either the continuous or periodic inspections required by the code. I believe Mr. Kurtz also wanted to see the 2"d floor structural support. Please call if you have any questions. 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 DEC I 7 2nn.1 j Prince Creek' ... liNG I. FLAt..-.m ..;> G.. . -=1ELD . -PCC Construction, Inc. ------ December I 3, 2004 Andy Schwaller Garfield County Building and Sanitation Departmert I 09 8th Street Suite 303 Glenwood Springs, CO 81601 RE : Special Inspections for Glenwood Commercial Center Dear Andy: 1317 Grand Ave , Suite 101 Glenwood Spgs, CO 81601 970 -9454545 Phone 970-9454648 Fax Prince Creek Construction, Inc is proposing to use the following special inspectors for masonry and steel inspections on the above referenced project: Field Welding of Structural Steel Western Slope Testing and Inspection Visual Inspection of Masonry Kurtz and Associates Masonry Sample Prisms HP Geotech at the direction of Brain Kurtz If you have any other questions please feel free to call me at 970.945-4545 or 970·230-5352. Sincerely, t=r~/!~= Fred Cameron, Project Manager RE . P:~g.c I o f I Project Number: Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Name: Glenwood Commercial - Address: 1317 Grand Ave. GWS, CO Date: June 25, 2004 Building Two Occupancy: B,F1 Construction : V-N Contractor: Prince Creek Designer: McEvoy Engineer: Kurtz Report By: A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. ===================================================================== NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable area increase --Sec. 505.3 DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Building WEST Property line SEPARATION AREA INCREASE 200.0 Feet 105.0 Feet 74.0 Feet FIRE PROTECTION 200.0 Feet 105.0 Feet 36.0 Feet 57.0 Feet Allowable area increased --sec . 505.1 57.0 Feet 100.% for open area on 4 sides. Page # 2 Code review for: Project Id .: Glenwood Commercial-Building Two Address : 1317 Grand Ave. GWS, CO FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 2 Woodworking Area F1 2 Woodworking Area Fl 2 Woodworking Area Fl 2 Woodworking Area Fl 2 Woodworking Area Fl TOTAL FOR FLOOR 1 Office B 1 Office B 1 Office B 1 Office B 1 Office B TOTAL FOR FLOOR BUILDING TOTAL --Sec . 504 and Table 5-B ok ok ok ok ok ok ok ok ok ok 1200 1200 1200 1200 1200 6000 1200 1200 1200 1200 1200 6000 12000 48000 48000 48000 48000 48000 48000 48000 48000 48000 48000 48000 48000 64000 The actual height of this building is 29. feet. EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Occupancy B F1 EAST For Occupancy B Fl SOUTH For Occupancy B Fl WEST For Occupancy B Fl Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Opening Protection None None Opening Protection None None Opening Protection None None Opening Protection None None Construction Material Any Any Construction Material Any Any Construction Material J:m.y Any Construction Material Any J:m.y 0.03 0.03 0.03 0 .03 0 .03 0.13 0.03 0.03 0.03 0 .03 0.03 0.13 0.19 Parapet Required No No Parapet Required No No Parapet Required No No Parapet Required No No ok ok ok ok ok ok ok ok ok ok ok ok ok Page # 3 Code review for: Project Id.: Glenwood Commercial -Building Two Address: 1317 Grand Ave. GWS , CO None No fire prote ction requirements for openings . 3/4 hour Openings are to be protected with 3 /4 hr fire assemblies. 50% of the area of the wall maximum. --Table 5-A, Footnote 5 & Sec. 503 .2.2 Maximum s i ngle window size is 84 sq .ft . with no dimension greater than 1 2 feet . --Sec. 713 .8 Not Allowed --Openings are not permitted in this wall. OTHER BUILDING ELEMENTS ELEMENT MATERIAL Table RATING 0 hr 0 hr 0 hr 6-A NOTES Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Any Any Any Any Any Any Any Any 0 hr See footnote #1 1 hr 0 hr 0 hr No ne NOTE: See Section 711 for shaft enclosure exceptions . FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame , whichever is greater. --Table 6 -A, footnote 1 Page # 4 Code review for : Project Id . : Glenwood Commercial -Building Two Address : 1317 Grand Ave. GWS, CO PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES --Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. --Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, 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. --Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. --Sec. 709.7 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. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire-resistive integrity of wall is maintained. --Sec. 709 .7 Page # 5 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 710.2 Through pentrations: Through penetrations of fire-resistive horizontal assemblies shall be enclosed in fire-resistive shaft enclosures. --Sec. 710.2.1 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. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. --Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. --Sec . 710.3 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 100 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. Fire-resistive roofs may have unprotected openings. --Sec. 710.4 Page # 6 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO SMOKE and FIRE DAMPERS--Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and serv1c1ng: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019-inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire-resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Page # 7 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, co DRAFT STOPS: If there is combustible construction in the floor/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 1 ,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. --Sec. 708.3.1.1.3 When sprinklers are installed in the floor/ceiling space attic, the area may be 3,000 sq.ft. and the greatest horizontal dimension may be 100 feet. If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3 ,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. --Sec. 708.3 .1 .2.2 When sprinklers are installed in the attic , the area may be 9 ,000 sq.ft. and the greatest horizontal dimension may be 100 feet. OCCUPANCY SEPARATIONS --Table 3-B B-F1 Ohr HEATING EQUIPMENT SEPARATION: FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. --Sec. 302.5 FOR F1 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input . --Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. --Sec. 2802 A 1 hour separation is required from an B occupancy. --Table 3-B FOR F1 OCCUPANCY: Woodworking areas with a floor area greater than 2,500 sq .ft. must be separated from other areas by one hour occupancy separation construction. --Table 3-B , footnote #5 Page # 8 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING ------------------------------------------------------------------------- 2 Woodworking Area 6 1 1.2 No N/A N/R 2 Woodworking Area 6 1 1.2 No N/A N/R 2 Woodworking Area 6 1 1.2 No N/A N/R 2 Woodworking Area 6 1 1.2 No N/A N/R 2 Woodworking Area 6 1 1.2 No N/A N/R TOTAL 30 2 9.0 No N/A N/R 1 1 Office 12 1 2.4 No N/A N/R 1 Office 12 1 2.4 No N/A N/R 1 Office 12 1 2.4 No N/A N/R 1 Office 12 1 2.4 No N/A N/R 1 Office 12 1 2.4 No N/A N/R TOTAL 60 2 12.0 No N/A Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. --Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. --Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. --Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. --Sec. 1003.2.8 .2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. --Sec. 1003.2.3.2 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. --Table 10-B For the minimum For the minimum For the minimum For the minimum width of width of width of width of doors, see Sec. 1003.3.1.3 hallways, see Sec. 1004.3.3.2 corridors, see Sec. 1004.3.4.2 stairways, see Sec. 1003.3.3.2 Page # 9 Code review for: Project Id.: Glenwood Commercial -Building Two Address: 1317 Grand Ave. GWS, CO FOOTNOTES: 1) The second floor is required to have 2 exits when the occupant load is 10 or more. --Sec. 1004.2.3.2, Exception 1 FLUSH AND SURFACE BOLTS: Manually operated edge-or surface-mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware . The unlatching of any leaf shall not require more than one operation. --Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort . --Sec. 1003.3.1.8 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. --exc. Page # 10 Code review for: Project Id.: Glenwood Commercial -Building Two Address: 1317 Grand Ave. GWS, CO STAIR NOTES: Public stairways: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs . --Sec. 1003.3.3.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. --Sec. 1003.3.3.2 Also see exit table above to see if minimum width is greater than 44 inches . 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide. --Sec. 1003.3.3.6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches. --Sec. 509.1 5) The minimum height is 42 inches. --Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through . --Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches . --509.3, Exception 2 7) The minimum headroom is 6 ft.-8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points . --Sec. 1003.3.3.4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire-resistive construction . --Sec. 1003.3.3.9 RAMP REQUIREMENTS: 1) The minimum width is 44 inches. If a ramp serves an occupant load of 49 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width . --Sec . 1003.4.2 2) If the ramp is part of the accessible route, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less . --Sec. 1003.3.4.3 3) When the slope is greater than 1 :20, landings shall be provided at the top, bottom and for each 5 feet of rise. Top landings and intermediate landings shall be at least 5 feet in the direction of travel . Landings at the bottom of ramps shall be at least 6 feet in the direction of travel. --Sec. 1003.3 .4.4 4) Handrails shall be per stair requirements. Sec . 1003.3 .4 .5 5) The surface shall be roughened or shall be of slip-resistant materials. --Sec. 1003 .3 .4.8 Page # 11 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. --Sec. 1003.3.1.6 2) 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. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. --Sec. 1004.2.5.2 Travel distance shall not be limited within an exit enclosure or exit passageway. --Sec. 1005.2.2 Page # 12 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. --Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. --Sec . 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge. --Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. --Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. --Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating . Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. --Sec. 1104.2.4 6) Two-way communications are required. --Sec . 1104 .2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. --Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. --Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class c. --Table 15-A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water-flow switches shall be electrically monitored. Valve monitoring and water-flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station . --Sec. 904.3.1 Page # 13 Code review for: Project Id.: Glenwood Commercial -Building Two Address: 1317 Grand Ave. GWS, CO STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. --Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. --Sec. 1202.2.1 WALL AND CEILING FINISH : 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spre ad rating. --Sec. 8 0 4 .2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 --Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. --Sec. 807 .1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. --Sec. 807 .1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. --Sec. 707.3 exc .2 2) Foam plastic insulations are required to be protected. --Sec. 2602 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1-1992 Page # 14 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. --UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. --Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. --Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. --Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 --Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. --Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. --Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. --Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 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 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. --Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep m~n~mum for wall hung water closets and 59 in deep minimum for floor mounted water closets. --Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. --Sec. 4.18.3.2 & Fig. B4.18.3.1 Page # 15 Code review for: Project Id.: Glenwood Commercial -Building Two Address: 1317 Grand Ave. GWS, CO 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. --Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is 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. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 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 . 4.17.4.2 & Figs . B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. --Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. --Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in fron t of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. --Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. --Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall . The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances . --Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. --Sec. 4 .20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. --Sec . 4.16.6 & Fig. B4.20.3 .1 Page # 16 Code review for: Project Id.: Glenwood Commercial-Building Two Address: 1317 Grand Ave. GWS, CO GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 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 and drain inlet. 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 inche s abov e the walking surface. · 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: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Page # 17 Code review for: Project Id .: Glenwood Commercial -Building Two Address: 1317 Grand Ave. GWS, CO ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more . The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. --Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area . The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents . --Sec. 1505.3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. --Sec. 1505.3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the ~e flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. --Sec. 1505.3 Hepworth-Pawlak Geotedtalcal, lac. SO:ZO County Road 154 Glenwood Sprlnp, Colorado 81601 Pboae: 970-945-7988 Fax: 970-J4S.8454 bpgeo@bpgeotec:b.com PRELIMINARY GEOTECHNICAL STUDY PROPOSED OFFICE/W AREBOUSE DEVEWPMENT SMITH PROPERTY, mGBW AY 82, SOUTH OF GLENWOOD SPRINGS GARFIELD COUNTY, COLORADO JOB NO. 101175 MARCH 30, 2001 PREPARED FOR: PRINCE CREEK CONSI'RUCTION ATI'N: DAVID mcKS 1051 COUNTY ROAD 111 CARBONDALE COLORADO 81623 HEPWORTH-PAWLAK GEOTECHNICAL, INC. March 30, 2001 Prince Creek Construction Attn: David Hicks 1051 County Road 111 Carbondale Colorado 81623 Job No. 101 175 Subject: Report Transmittal, Preliminary Geot~hnical Study , Proposed Office/Warehouse Development , Smith Property, Highway 82, South of Glenwood Springs, Garfield County, Colorado Dear Mr. Hicks: As requested, we have conducted a preliminary geoteChnical study for the proposed . development at the subject site. Subsurface conditions encountered in the exploratory pits excavated in the general building areas consist of medium dense, silty clayey sand and gravel with cobbles and boulders. The matrix soils are hyd.rocompressive. Groundwater was not encountered in the pits and the soils were slightly moist to moist. Development above roughly elevation 5 ,920 feet does not appear feasible based on the geologic conditions. Spread footings placed on the natural subsoils and designed for an allowable bearing pressure of 1500 psf appear suitable for building support . The foundations should be heavily rej¢orced and tied together in a box-like fashion to limit the effects of differential settlement if the bearing soils become wetted . The report which follows descn'bes our exploration, summarizes our findings, and presents our recommendations suitable for planning and preliminary design . It is important that we provide consultation during design, and field services during constnlction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us. Sincerely, ORTH -PAWLAK GEOTECHNICAL, INC. Rev. by: SLP DAY/djg TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ..........................•.... 1 PROPOSED DEVELOPMENT . . . . • . • . . . . . . . . . . . . . . • . . . . . . . , • . . . . 1 SITE coNDmoNs .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 GEOLOGIC CONDITIONS . . . . . . . . . . . . . . . . . . . • . • . . . • . . . • . . . . . . . 2 FIE.LD .EXPLORA.TION • . • . . • . . . . • • • . • • . • . . . • . . . • . • . . . . . . . . . . . 3 StJBSURFACE CONDmONS ........••..•..••..••..•.•.•......• 3 PRELIMlNARY DESIGN RECOMMENDATIONS . . . . . . . . • . . . . . . . . . . . . 4 FOUNDATIONS • • . . . . . . . . . • . . . . • . • . . . . . • . . . • . • . • . . . . • • . 4 FLOOR SLAB.S • • • • • . • • • • • • . • • • • • • • • • • • • • • • • • • . • • • • . . • • 4 UNDERDRAIN SYSTEM .........•.•...... · ....•........... S SITE GRADIN'G . . • . • . • . • . • . . • . • . . • . . . • . . . . . • • . . • . • . • • . . S SURFACE DRAI:N'AGE •.••.••.•••..•••••.•.••.••.. · .• ·• . . • • 6 LOOTATIONS . . . . • . . . . . • . . . . . . . . • . . . . • . . . . . . . . . . . • . . . • . . . . . 6 REFER.EN CES . . . . . . . • • . . . . . . . . . . . . . . . . . . • . . . . • . • . . . . . . . . . . • 7 FIGURE 1 .. LOCATION OF EXPLORATORY PITS FIGURE 2 -LOGS OF. EXPLORATORY PITS FIGURE 3 -LOGS OF EXPLORATORY PITS FIGURE 4-SWELL CONSOLIDATION TEST RESULTS FIGURE 5 -SWELL CONSOLIDATION TEST RESULTS FIGURE 6 -GRADATION TEST RESULTS TABLE I-SUMMARY OF LABORATORY TEST RESULTS H-P GEOTECH PURPOSE AND SCOPE OF STUDY This report presents the results of a preliminary geotechnical study for a proposed office/warehouse development to be located on the Smith property, Highway 82, south of Glenwood Springs, Garfield County, Colorado. The project site is shown . . on Fig. 1. The study was conducted in accordance with our proposal for geotechnical engineering services to Prince Creek ~onstruction, dated February 28, 2001. A field exploration program consisting of exploratory pits was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for project planning and preliminary design. A review of the geologic conditions at the site was also done. This report summarizes the data' obtained during this study and presents our conclusion$ and recommendations based on the proposed development and subsunace conditions encountered. PROPOSED DEVELOPMENT The proposed development will consist of several office/warehouse buildings conceptually located on the site as shown on Fig. 1. We assume the buildings will be two story, wood-frame structures, possibly with partial or full basement levels. Ground floors will probably be slat.on-grade. The development will be serviced with individual septic disposal systems. Once preliminary building and grading have been developed, we sho~d be contacted to review the plans and perform additional analyses as needed. H·P GeOTECH -2- SITE CONDITIONS The site consists of about 4 acres located adjacent the southern limits of the City of Glenwood Springs to the northeast of Highway 82 . The terrain is moderately steep to steep, southwest facing hillside with slope grades ranging from about 25 to 40% in the upper eastern part and 10 to 20% in the downhill western part. The elevation of the site ranges from about 5880 feet to about 6000 feet. The Glenwood Ditch, which is abandoned, crosses the north~t part of the property (see Fig. 1). The site is occupied by several existing structures including a residence and a mobile home as shown on Fig. 1. Portions of the site have undergone some previous grading consisting apparent of sballow cuts and fills . Vegetation consists of grass, weeds, brush and some trees. GEOLOGIC CONDITIONS The Glenwood Springs Metropolitan Area regional geologic hazard study indicates the site is exposed to debris flow, rockfall and hydrocompressive soil hazards (Lincoln-Devore, 1978). The Lincoln-Devore report found the debris flow, rockfall and hydrocompressive soil hazards risk to be severe. Regional mapping of the Glenwood Springs area by Kirkham and others (1995) indicates the surficial soil deposits are colluvium and younger debris flow deposits . The geologic conditions at the site should be considered in the project planning. We believe the debris flow and rockfall hazard risks in the upper, steeper part of the site are severe and will probably preclude development in that area. Development should be feasible in the less steep terrain provided the potential geologic hazards are· mitigated as needed. Mitigation of the debris flow and rockfall hazards may consist of berms or deflection structures . Recommendations to limit the hydrocompressive soil risk are provided in the "Preliminary Design Recommendation" section. When preliminary building plans have been developed, we should conduct geologic assessments to develop recommendations for mitigation of the debris flow and H·P GEOTECH -3- rockfall hazards . We expect that the geologic constraints and mitigation will probably make development above roughly elevation 5,920·feet at the site infeasible. _FIELD EXPLORATION The field exploration for the project was conducted on March 7, 2001. Seven exploratory pits were excavated at the locations shown on Fig. 1 to evaluate the general subsurface conditions . The pits were dug with a rubber-tired backhoe. The pits were logged by a representative of Hepworth-Pawlak Geotechnical, Inc . Samples of the subsoils were taken with relatively undisturbed and disturbed · sampling methods . Depths at which the samples were taken are shown on the Logs of Exploratory Pits, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACECONDDcrONS Graphic logs of the subsurface conditions encountered at the site are shown on Fig. 2. The subsoils consist of about ~ to 1 ~ feet of man-placed fill or ~ foot of organic topsoil overlying medium dense, silty clayey sand and gravel containing cobbles and small boulders extending to the pit depths of 6 ~ to 8 feet . Laboratory testing performed on samples obtained. from the pits included natural moisture content and density , gradation analyses and Atterberg limits . Results of swell- consolidation testing performed on relatively undisturbed drive samples, presented on Fig. 4 and 5 , indicate low compressibility under natural moisture conditions and light loading with a low collapse potential when wetted under a constant light load . The samples showed moderate compressibility when loaded after wetting . Results of gradation analyses performed on disturbed bulk sanwles (minus 5 inch fraction) of the natural granular soils are shown on Fig. 6. The laboratory testing is summarized in Table!. H-P GEOTECH -4- No free water was encountered in the pits at the time of excavation and the subsoils were slightly moist to moist. PRELIMINARY DESIGN RECOMMENDATIONS The conclusions and recommendations presented below are based on the proposed development, subsurface conditions encountered in the exploratory pits, and our experience in the area. T_he recommendations are suitable for planning and preliminary design but site specific studies should be conduct~ for the individual buildings. FOUNDATIONS Based on the nature of the proposed construction, lightly loaded spread footings bearing on the natural subsoils should be suitable for building support . The foundations should be heavily reinforce<l and constructed in a box-like configuration to limit the effects of differential settlement if the bearing soils become wetted. Potential sources of wetting include surface water ponding, excessive irrigation and utility line leaks. Precautions should be taken to prevent wetting of the bearing soils. We expect the footings can be sized for an allowable bearing pressure on the order of 1500 psf. Existing fill, debris and topsoil encountered in building areas should be removed to expose the natural soils. Nested boulders and loose matrix soils may need treatment such as enlarging footings or placing compacted fill or concrete backfill. Foundation walls should be designed to span local anomalies and to resist lateral earth loadings when acting as retaining structures . Below grade areas and retaining walls should be protected from wetting and hydrostatic loading by use of an underdrain system. ne footings should have a minimum depth of 36 inches for frost protection. FLOOR SLABS Slab-on-grade construction should be feasible for bearing on the natural soils or compacted structural fill. There could be some post construction slab movement if the H-P GEOTECH -5- subgrade becomes wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints . Floor slab control joints should be used to reduce damage due to shrinkage cracking. A minimum 4 inch thick layer of free-draining gravel should underlie basement level slabs to facilitate drainage. UNDERDRAlNSYSTEM Although free water ~as not encountered in the exploratory pits , it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. An underdrain system should be provided to protect below-grade construction, such as retaining walls and basement areas from wetting and hydrostatic pressure buildup. The drains should consist of drainpipe surrounded above the invert level with free-draining granular material . The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. An impervious membrane such as 30 mil PVC should be placed below the drain gravel in a trough shape and attach~ to the foundation wall with mastic to prevent wetting of the bearing soils. SITE GRADING The risk of construction-induced slope instability at the site should be low (roughly below elevation 5,920 feet) provided the buildings are located in the less steep, lower part and cut and fill depths are limited. Cut depths for the building pads and driveway access should not exceed about 10 feet. Fills should be limited to about 10 feet deep and should be compacted to at least 95% of the maximum standard Proctor density near optimum moisture content . Prior to fill placement, the subgrade should be carefidly prepared by removing all vegetation, topsoil and existing fill and debris. The fill should be benched into the portions of the hillside exceeding 20% grade . The· on- site soils excluding oversized rock and topsoil should be suitable for use in embankment fills . H-P GEOTECH -6- Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation,· rock riprap or other means. Oversized rock from embankment fill construction will tend to collect on the outer face. A protection fence should be provided downslope of the embankment toe to prevent rockfall into developed property and on Highway 82. This office should review site grading plans for the project prior to construction . SURFACE DRAINAGE The grading plan for the subdivision should consider runoff from steep uphill slopes through the project and at individual sites. Water should not be allowed to pond which could impact slope stability and foundations. To limit infiltration into the bearing soils next to buildings, exterior bacldill should be well compacted and have a positive slope away from the building for a distance of at least 10 feet. Roof downspouts and drains should discharge well beyond the limits of all backfill and landscape irrigation should be restricted. The existing Glenwood Ditch is partly filled with debris from recent flows. The ditch should be cleaned out to provide interim debris flow protection until the site is developed. LIMITATIONS This study has been conducted according to generally accepted geotechnical engineering principles and practices in this area at this time . We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from available geologic reports, the exploratory pits located as shown on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described jn this report, we should be notified so that re-evaluation of the recommendations may be made. H-P GEOTECH -7- This report bas been prepared for the exclusive use by our client for planning and preliminary design purposes. We are not responsible for technical interpretations by others of our information . As the project evolves, we should provide continued consultation, conduct additional evaluations and review and monitor the implementation of our recommendations. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative_ of the geot~bnical engineer. Respectfully submitted, . David A. Young P. Reviewed by: ~-d ,j?~ Steven L. Pawlak 'P. E. DAY/djg REFERENCES Lincoln-DeVore, 1978. Geologic HaztJrds of the Glenwood Springs Metropolitan Area. Garfield County, Colorado. Colorado Geological Survey Open File Report 78-10. Kirkham, R.M. and Others, 1995. Geologic Map of the Glenwood Springs Quadrangle, Garfield County, Colorado. Colorado Geological Survey Open File Map 95-3. H-P GEOTECH 5900 \ \ \ 5890 \ \ \ \ \ \ ,, \ \ 5880 EXISTING TRAILER HOME \ \ ~ \ \ APPROXIMATE SCALE 1• = so· z , _____ ....... , \ \ ,, )\ PIT 1 5890 • 5880 5920 101 175 HEPWORTH-PAWLAK LOCATION OF EXPLORATORY PITS GEOTECHNICAL, INC. ' COOCEPTOAL BUILDING LOCA'riOOS (TYPICAL) Fig. 1 0 ~ ~ Q) ~ .s::: JJ 5 g. r.:l 10 0 ~ • Q) ~ .s::: JJ 5 ~ r.:l 10 101 175 PIT 1 ELEV.:S883' WC•7.4 DD=95 -200:a60 I I I ot4a60 I -200 .. 19 -.J PIT 5 ELEV.:5909' PIT 2 ELEV.:5881' WC=8.3 DD=l04 -200·35 LL•22 Pl:l WC•12.J DD-106 PIT 6 ELEV.:S893' I t I I I _ _. PIT 3 ELEV.=5902' I I I -.J PIT 7 ELEV.:5907' t I <t4=76 I ·200=11 _ _, PIT 4 ELEV.:5885' WC•l0.9 DDalOJ -200·52 LL•23 PI•4 WC•l2.0 DD•lOJ Note: ~lanation of symbols is shown on Fig. 3. HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS 0 IJ ~ ., f&4 5 .c: IJ g. Q 10 0 .aJ CD e rz. 5 .c: JJ i' Q 10 Fig.2 LEGEND: .FILL; manplaced, silty sand and gravel to sandy clayey silt, moist, dark brown, some trash/debris. TOPSOIL; organic sandy clayey silt, moist, dark brown. SAND AND GRAVEL (SM-GM): with cobbles and small boulders, medium dense, slightly moist to moist, red-brown, rocks are 'primarily angular sandstone. 2• Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on March 7, 2001 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the ttme of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DO = Dry Density { pcf ) +4 = Percent retained on No • 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit ( % ) PI = Plasticity Index ( % ) 101 175 HEPWORTH -PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 3 Moisture Content = 7.4 percent Dry Density= 95 pcf Sample of: Sandy Clayey Sat Matrix From: Pit 1 at 2.5 Feet 0 Compresslon upon 1 !t wetting ~ 2 "" j I\ • I 3 L. Q. E 8 -4 5 6 7 8 9 10 0.1 1.0 10 100 APPUED PRESSURE -ksf 101 175 HEPWORTH-PAWLAK SWELL CONSOUDA TION TEST RESULTS Fig. 4 GEOTECHNICAL. INC. . Moisture Content • 12.3 percent Dry Density • 106 pcf Sample of: Silty Cla,ey . Sand Matrix From: Pit 2 at 7 Feet 0 --1--1'--~ r-1- """ ~ 1 -1"-- ~ ~'No movement c ~ upon 0 -;; wetting • 2 • '-\ Q. ~ 0 3 ) 4 0.1 1.0 10 tOO APPUEO PRESSURE -ksf Moisture Content • 12.0 percent Dry Density • 103 pcf Sample of: Very Sandy CICJY8Y Silt Matrix Fram:Pit 4 at 4 Feet 0 ) 1 -r-- ~ ""' r--. 1"-.,. Compression ~ upon 2 . wettfng "i • 1\ . • '-Q. ~ 3 1\ 4 1\ \ C) 5 0.1 1.0 10 100 APPUED PRESSURE -ksf 101 175 HEPWORTH-PAWLAK SWELL CONSOLIDATION TEST RESULTS Fig. 5 GEOTECHNICAL. INC. 0 UJ z ~ UJ 0:: ~ z UJ CJ lr UJ a.. 0 w z ~ w 0:: 1-z lJJ 0 f5 a.. c&EAR SIIJNIE Cf'!NNIS Z4 Hit. 7 Hit 3/4. 1 1/r' :r' re· rr 100 10 20 30 40 • 10 '1'0 10 10 1110 JIDt .tm AilS .001 .D11 M1 .lf14 .1!0 .3110 .1110 1.11 2.31 4.7S DIAMETER OF PARllCLES IN MIWMETERS ClAY 10 SLT niE :a:r-~CIIMII!E===-f--....:.,..-'au_,.~~nlao..:CDAIIIlE=r:::=--t1 ~ GRAVEL 60 X SAND 21 SILT AND CLAY 19 % UQUID UMIT % PLASTICJTY INDEX X SAMPLE OF: Silty Clayey Sandy Gravel with Cobbles FROM: Pit 1 at 6 thru 8.5 Feet 111E.,...G5 24HR. 71R 1D IQ IQ 2D 10 0 211 • 3D 41 SD • 711 Ill Ill 1CID Jill! JIZZ liLI 152 203 1Z7 DIAMETER OF PAR11Cl£S IN MilliMETERS GRAVEL 76 X SAND 13 % SILT AND CLAY 11 X UQUID UMIT SAMPLE OF: Sftty Clayey Sandy Gravel Cobbles PLASTICJTY INDEX with FROM: Pit 7 ot 4 thru 6 Feet 10 0 101 175 HEPWORTH-PAWLAK GEOTECHNICAL. INC. GRAD A llON TEST RESULTS Fig. 6 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I JOB NO . 101 175 SUMMARY OF LABORATORY TEST RESULTS a~L~TION I'U.TUIIAL NATUIIA\. GAADATION PEIICUfT ATT1!1111EIIO I.JMJT8 UHCO-ED Pit DEPTH MOI&TUIIl DRY GilA VEL SAND I'ASSINO UQUID I'I.AiliC COMJIAEISIVE SOIL OR (fHII CONT£HT DENSITY ,,., ,,., N0.200 UMtT IHDEX Sll'IEHGTH IIEDIIOCit TYPE ,,., IIICII SIEVI! ,,.. . ,.. , ..... .. 1 2% 7.4 95 60 Sandy Clayey Silt Matrix 6-8% 60 21 19 Silty Clayey Sandy Gravel with Cobbles 2 5 8.3 104 35 22 1 Silty Clayey Sand Matrix 7 12.3 106 Silty Clayey Sand Matrix 4 2 10.9 103 52 23 4 Very Sandy Silt & Clay Matrix 4 12.0 103 Very Sandy Clayey Silt Matrix 7 4-6 76 13 11 ·Silty Clayey Sandy I Gravel With Cobbles ----- I t ~ David Hicks Prince Creek Construction 1317 Grand Ave. Glenwood Springs, CO . 81601 December 8, 2004 Re : Project at 2550 Hwy 82-Building 1 and 2. Dear David, I ., Special Inspections as per Chapter 17 of the 97 UBC are required for this project for any structural welding and also for the masonry from the foundation to the 2"d floor of Building 2. In conversation with Brian Kurtz, the bond beams above the garage doors on the lower level are of particular concern. It is important to get the special inspectors involved early in the process of the construction. They need to do their inspections as the work progresses rather than once the work is done. The engineer of record will need to work with the special inspectors on any structural details or alterations to the plans . As per Sec . 1701 .2 any special inspectors shall be submitted to the building department for approval prior to construction. Please submit your proposed special inspectors at your earliest convenience. Please call if you have any questions. I have a list of possible special inspectors that work in this area if you do not know of any. Yours truly, Andrew Schwaller Building Official cc Brian Kurtz .. L ' \ , . Pagel of l Tim Holliday From: Andy Schwaller Sent: Tuesday, December 07,2004 4 :17PM To: Tim Holliday; Dave Mead; Steve Hackett Subject: Special inspections Hick Project With building #2, we are requiring that the project have special inspectors for any high strength bolting and structural welding. The engineer is requiring that the masonry walls on the south side also be inspected by a special inspector. Of particular interest is the bond beams above the garage doors on the first level. The engineer also wants to inspect the shelving system holding up the 2nd floor. Make sure you look at the revised drawings dated 11-23-04 when doing inspections. A lot of the structural details are complicated . If in doubt. request the engineer to review. Andy Schwaller Building Official, Garfield County asch ~Jf~r1fJl!J._arfleld·cou nt v.com 970.945.8212 12/8/2004 COUNTY OF G:ARFI~LD ·-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St, Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 7..550 .JL'f 8"2... Permit No. Cf z.7U ~ I have this day Inspected this structure and these premises and found the following corrections needed: J. zrf$' ~t=j\ ~ J~ • ~ 'I.L...Lt0U, ~ fl.tAfi..~~ S'~ s-4. !"1:1Cc1l "'~~ Be: 6r..cc.J<W' C~ OJtt. ~ t-JIDI 7¢.NKe 2. c fH.<K. ~.. ~ J &.ol ~~ 3. Vf#. H ~<.A-f.. ;:r.~OlLS" 4. :r'~lr}lf ~ !..11> S.h'QU' ~ S~ t..Jfkt ~£(. J:i,;c:v>44.t ,.,.__ W M.{, 'h:r-,.,_-I At. You are hereby noUiled that the above correction must be Inspected before covering. When correction( .. have been made, call for Inspection at 970-384·5003. • ,te 12-4a·q,. ~ 20 ~ulldlng Inspector l). •I Phone (970) 945-8212 ··c'OUNTI of: GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th 51., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ;t25V ~¥ '8".;1. "' Permit No. 9.;;\ 7o/<?.;t6"? I have this day Inspected this structure and these premises and found the following corrections needed: lj~ ~·~~~eo~-~'/~~ t:!'t.;;.% ~~ .i)~~#~~ You are hereby nolllled that the above correction must be inspected before covering. When corrections have been made, call for Inspection at 970..384-5003. Date 1/-17-ot' 20 ;;:'5-:;;::::;;:....-- Bulldlng Inspector ~ Phone (970) 945-8212 COUNTY OF GARFIELD : BUILDING. PERMIT CORRECTION NOTICE 108 8th Sl, Suite 401 Glenwood Springs, Colorado Phone(970)94~212 Job located at ~ HtJt( d2.. i'/12- Permlt No. ---L:'1~~"..L.20~---------- I have this day Inspected this structure and these premises and found the following corrections needed: 1 /kJ ~ ~ f:ji.J 1/ . 2)M~~~~ ~) p~ _cbu/f~;;. ~(,~'J-11~) 1} ~(/ ~~J vn ~~ tJ~zL4 1 /~ I J-Jc6-U:U,· !elk, ~ti.«.. .,t ~ ~~~~ 0111d~ >) 111tJ &u ~111 "?t ~)~~~~~~ IYl~~(JJ~ !tl 7J You are hereby notified that the above c:omtellon must be inspected before covering. When corrections have been made, call for Inspection at 97o-384-5003 • Date 10 -I'] 2oa:: /1 Building Inspector AJc...,;-<(2 "7lLJ ~ ;.\ Phone (97~ 945,~12 "/ ~) ~1 (..\.,;~""'"\ .. .. COUNTY OF GARFIELD • BUILDING PERMIT CORRECTION NOTICE 1 08 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945·8212 Job located at w.t \ ~vt ~ Permit No. q 2-l 0 I have this day inspected this structure and these premises ~o d Jhe foUowln? c~IJectlona needed: '"A.. D. ~ (A ~( IJ4tf_ ~~ ./. ij~ 0"71 ua.-1 ~ . . . ~l ~ wdJ.. -~ ~~ ~uz·~'"r7 vw~l ~~~;r·--~ You are hereby not Ill •d that the above correction must be Inspected before covering. n macte, call lot Inspection at 97G-3ll4-5003. Date c ' <--1.) t U t' I I ~\ ·, COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ?w ~ J~·< Permit No. 9.;l? 0 I have this day inspected this structure and these premises and found the following corrections needed: J) 18~ ...;. ~ .... ~~ k ~ ~ :J.)a..M~Zr ~~~ .:i/lSa tXJ .-u-.c;rzcer_, .tf--~ « ~ ~Z-~~-­ '1)~~~~~ You are hereby notified that the above correction must be Inspected before covering. When corrections have been fll8de , call lot Inspection at 97().384.5003. STOP WORK OROER • INSI'fCTOR'S POROON j/.jod I~ ~ z.-Mdes 8"-3/-o.r r!fz1o DA11! PENIITNO. ,.._,.,-' , ... ~ ( _.,; 'COUNTY OF GARFIELD • BUILDING PERMIT CORRECTION NOTICE 1 08 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ¥"<"0 ~ R:l. Permit No. __.'2f<l~~2..~oO::-_~----------- I have this day Inspected this structure and these premises and found the following corrections needed: 1)~;;./6~ ~~--~~ ~ -~ ....... --=--- • ' 7 m ti §Ill._ ,-1., __..-... , " l!!!!!£003""'"'7'ZCO *::::S ... ___ _ ~"'"" @ 7 :gs;c You are hereby notJfled that the above correction must be Inspected before covering. When corrections have been made, call lor Inspection at 970.314-5003. Date 7'·/o-a Z 20:-==-- SuJidlng Inspector ~a.,..:;:z:, Phane(970I94~12 ) .. ; ,. EXTERIOR Address No. ,V' Drainage / ~ 1 Oecks·support & clearance to wood/f. ____ _ Decks·stalrs & rails V / E.tM•< ""''" y---- Fiashing around doors & windows Insect screens _____ ...:~------ INTERIOR GARAGE Mech. equi Access --~-/---------­ Insulation --..:..t------------ Assessor's Parcel No.J_{gs~ .. co-o{,5 Date g /ff='J./t'>'{ FINAL CHECKLIST MECHANICAL ROOM Boller ___________ _ HQI wat l!r _~---------)\ F.A. gEIS!oit _ _._~-------- Fioor drain _________ _ Clearance __________ _ Air con . system'--------- 1-fQI water heater -..~fX~------ Combustion ai r _{)(..-___ _ Gas piping, valves _______ _ LPG Drain ---------- FIREPLACE /S REMARKS ;;.. STAIRWAYS v Headroom (6'6") ---..------- Railing & guardrails _£1112~------ Width ______ ~Vr..._ _____ _ Rise & run ----lll(f'--------- KITCHEN Egress ----.,1-\---------- Smoke detector -J~.lt-------- EKhaust tan ----t'-----lo,------- Shatterproo OTHER INSPECTION WILL wOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 14 HOURS NOTICE REQUIRED FOR INSPECfiONS BUILDING PERMIT GARFI~LD COUNTY, COLORADO Dale lssoed~.(~.9..1.ned Are•·········--·······-·····-Pennil No..~'J..Q. ... ·-·-· AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure 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 Inspector and IMMEDIATE Y BECOME NULL AND VOID. Us \ t\J .: ~~ Setbac:lss Front Sjde Side Rear I bis Card Must Be Post~d So It is Plaiuly Visible From Tbe Street Until Final Inspection. INSPECTION RECORD Footing ~· , Foundation Insulation Drywall Electric Rough (By State Inspector) Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING~ WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384~5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD oa~ej\~oY a~\ b•Cf: \ IF PLACED OUTSIDE ~VER WJTH CLEAR PLASTIC ' ·\_ 3~(3-o7 ;og(3-(lcJCI;5 ~~.,/ ~ 3·15'-c--r ;o<;s-Br-/tJC//S -~~"'--\ 3-/s-o/ /C/at1 ~~ ~~--~-:P'-c?~ £.L£.Cr. nAJAL VNl"fS /r Jog f tJo4-~e.b 4ft /trJ /tr ~~ 11-16~7 4.U t<l? 4 ~ ~ edt ·~~-~ ff,ot 13F -------... ·--------·---