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HomeMy WebLinkAboutApplication - Permit' Garfield County I NO. q:;:)-}q I Building & Sanitation Department 108 8111 Street, Suite #201 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 .. Amount of Permit$ _ . Date ''"' ,_..... ... _ ..._, Clerk \.. ( L '1..__./r_..T.-./l' , GARFIELD COUNTY BUILDING PERMIT APPLICATION OARFIELD COumY (0L£NWOOD SPRINOS), COLORADO INSPEcnON UN£: (970)384-5003 TP.~UONE: (970) 945·8212 PERMIT NO. _g ..L.lo, ?37'"""'-'-cr.....\._-PARCEL/SCHEDULE NO. :~ IP:z_ 2 3 4 5 ~"·"'-.. 6 -Cif-- 7 DDc:taWOII: 8 Q.\11001-- 9 --- 10 0~1'--- V.wzt.TQICif~J -- TIDS PEUttr BEC0M1iS N\JU. AND VOID 1P WOIU<. 01. CONITJWcnON AUT'ROlUZI!D ts Nor Coa.o.tENCI!D wnHIN 110 DA Y5, oA IF CONSTlWCllON Oil fs N O..J: WOIJC IS$tJSPBmlEDOi.ABANDONEDFOllAPElUOD OF UO DAYS AT ANY11ME TOTAL FE£: VlO, fC7 AFtl!Jl WORK ~COMM2NCED. DATE PIW>Uf lSStll!D: - I HEUIJY CIIJLTIFY mAT J HAVE aJW) AND exAMINED nns Al'l'UCAnoN AND IOIOW nm lANK TO BS llWii AND COIUU!CT, ALL PllOVtslONS Ql1 UW5 OOVEAMHOTJIISTYP~DFWOIUCW1U.BI!COMPI.D!DwtmWHE11GRIPEC!FIED OCC:GIIOUP'~ H2ltEJN 08. NO!'. mit OlAN1DIO OF A PEIUoal' DOl!.S NOT PII.ES0111 TO GlVE AUTIJ)JUTY 10 VJOLATB OII.CANCJ!l. THS PROVIIIONa OP ltN'i OIM£l5TA're Oil 1-----4--L--...._; ____ --j~...JI:;_--------1 LOCAL LAW RECULATJNG OR. 1'H! PJni.POllMANCB OF S£TlJACXS: I AGilEiiNENI' P21lMUSION D JJDEBY AS OWNU. CON'J'RACTOJl ANDIOJl TJm .\CliNT OF 'IRE CONJllACJ'Oil 01. OWND TO CONS111.liCT11m nRUCiliU AS DEl"AIUO ON Pu.NS AND SJ'lCJFICATIONS St.JBMrTRJ)TO AND REVII!WED BY 1Hi 5UJU)JNODIP.U.TNENT, IN CONSIDE&AnON OPTIII! DSUANCB OfPllUS J'ERMJT, 11m SJONEI. BEJU!BY AGIIEES TO COMPLY W7IH AU. .DlOTniNo CODES AND l.AND USE AECIULA110.NI ADOPTED .BY 0MF1ELD COumY PUB$UANI'TOAtmrOIUJ'Y ~IN JO.U.201 CRSASAMENDED. 111E SIGNEIU'UillliEJlACIR£l!S THAT IF THE ABOVE SAID OJIDINAJICEIAJU!:NOTFUU.Y COMPL.D!D wrm JN THB LOCATJOI'I, EUCOO.,_ CONsnlJC110N AND US! OP TH£ ABOVB DUCIUBED Slli.UClUal!, THE PIWdlT MAl' llJI!N BE JlEVQlCJiD BY NOTJC£ nor.t niB COUNIY AMJ llfAT1HEN AND THBIU! rr SHALL BECOME NUU.ANI> VOD>. Tlm ISSUANCE OF A PDMrr BAS1ID UPON PlANS. SJ'I!CD=ICATIONS AND oruEJl DATA SHALL NOT PI.EVENT nm DUIWII'IO OJ'J'JCL\1.1'1\0M ~ JIJ!Q~O nm COJ\B.iCTiotl OF JDUU)lS IN SAID PLANI, JP!CJPICAnONS AND OTHEll DATA OP. FllO PUVEmlNO DtJILDJNO OPERA nON JJEJN'O CAJUUJID ON THERJitJNDER. WHEN m VlOLATIONOFniiSCODEOI.ANYOTHER.OliDINANCEOli.UOULAnONOFniiSJUJWDICJTON. 1lli REVIEW OF THE SllBMJTIED PlANS AND IPP..c:mcAnoNB AND !NmCTJONS CONDUCim 1lii!JISAfTER. ~ )'lOT COH.S11Tl1JE AN ACC!U"TANCE OP ANY RUJ'ONIIBIUJlP 01. LIABII.JflE.S BY GUFIEl.D COIJNrY FOa ERR.OlS, OWSlONS 01. DDclEPANCD!S. 11m UIPONSJBILlTY Jo'UK lms.E 1InU AND IMPLEMI!m'AnOl• DUP.JNOCONS111.1JcnoNI.EsnsPECJlllCAU.YwmtllmAJlCBli'ECI',DESSIJNI:R.liUilDERANDOWN!DL COMMENPAIU!INTEND£DT08ECONSEJ.VATIVEANDINSUPPORT OPnfB OWNEJtl JNlDEST. Ouf'-.ool I JJEJWIY ACKNOWUD<ll! THAT I IL\VE li£AOAND lJNDI&RSTANDTHB AClKSEMENT ABOVE. uCIN!lW.au.A~M~'-1 -------- The following items are required by Garfield County for a final inspection: I . A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by GarfieJd County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for scove and refrigerator, aU necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on baJconies or decks over 30" high constructed to all 1 994 UBC requirements; 6. Outside grading done to where water will detour awny &om the building; 7. Exceptions to the outside steps, decks and grading mo.y be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items arc completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ·~·CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDmONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling Wlder building permit # t CJ 3J 9' . Signature Date bpcont GARJriELD COUNTY BUILDING AND PLANNJNG 970-945-8212 MlNIMUM APPLICATION REQDm.EMENTS FOR CONSTRUCTION OF COMMERCIAL OR MUL TI-FAMIJ.V RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BillDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a pennit 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 infonnation 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 review may proceed. This causes delays because other plans that are in line for review may be given attention before the new infonnatioo may be reviewed after it has been provided to the Building Deparbnent. Pleue review .this documeot to determioe if you have eoougb information to design your project and provide adequate information to facilitate a plan review. Hyou do not, it may be befpful to obtaiu a book titled "DweUi.dg CoDJtruction Under tile Uniform Building Code". This book is available to you throuah this department at dur cost. Also, please consider using a design professional for assistance iD your design and a construction professional for construction or 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 d~ign. As of January 1, 1999: Plans to be included for a Building Pennit must be on draft paper at least 18"x 24'"' and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the root: including re-bar, anchor bolts, pressure treated plates, floor joists. wall studs and spacing, insulation, sheeting. house-rap, (which is required), siding or any approved building materia). A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40# per ft . up to 7,000 F.O .S. and an 80 M.P.K wind. All sheets to be identified by number and indexed . All of the above requirements must be met or your plans will be returned. Applicants are required to indicate appropriately and to submit completed cheddist at time of application for a permit: 1. Is a site plan included that indicates the distance of the proposed building or addition to Property lipes, other buildings, set back easements and utility easements? Yes___L No Not nccesslll}' for project. __ _ 2. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifYing them as "Not for construction, for pennit issuance only", "Approvai_,Arawings only", "For permit issuance only" or simiJar language? Yes / No__ Not necessary for this project. __ _ 3. Does the site plan include the Jocation. including the distances to property lines, wells, (on subject property and adjacent properties), streams or water courses of the I.S.D.S (Individual Sewage Disposal System) and has the system been designed, stamped and signed by_,Al Colorado registered engineer? Yes c7 No__ Not necessary for this project 4 . Does the site plan •nct~cate the location and direction of the State. County or private road accessin$ the property? Ye.•1....L.. No Not necessary for this project __ _ 2 5. 6 . 7. 8. 9 . 10. 11. 12. 13. 14. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the unifonn building code or per stamped engineered design?/ Yes~ No__ Not necessary for this project_ If the building is a pre-engineered structure, is there a stamped, signed engineered foundatig~~ plan for this building? Yes__L_ No_ Not necessary for this project_ Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? / Yes_ No_ Not necessary for project __ """'"_ Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? / Yes_ No_ Notnecessaryforthisproject_ Do the plans include design loads as required under the Unifonn Buildjng Code for roof snowl~;rs-(a minimum of 40 pounds per square foot in Garfield County)? Yes No__ Not necessary for this project __ Do the plans include design loads as required for floor loads under the Uniform Building Code Section 2304 and Tables 23-A and 23-B? Yes / No_ Not necessary for this project_ Does the plan include a building section drawing indicating foundation, wall. Ooor and roof consjruction? Yes~ No__ Not necessary for this project_ Is the wi¢ speed and exposure design included in the plan? Yes_L_ No_ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joi~, roof rafters or joists or trusses? Yes~ No_ Not necessary for this project __ Does the building section drawing or other detail include the method of positive com1ectioryof all columns and beams? Yes __ /_ No__ Not necessary for this project_ 3 15. 16. 17 . 18. 19. 20. 21 . 22. 23 . Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to ~sting grade contours? Yes~ No__ Not necessary for this project __ Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes __ No_ Not necessary for this project~ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Unifonn Building Code Chapter 37? ~ Yes__ No_ Not necessary for this project_ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirement$ of the Uniform Building Code? Yes__ No__ Not necessaty for this project~ Does the plan include a win~ow schedule or other verification that windows provide natural light and ventilation for all habitable rooms? / Yes_ No_ Not necessary for this project_ Do the plans indicate the location of glazing subject to human impact such as glass doors. glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors ; fixed glass panels; shower doors and tub enclosures and specifY safety glazing for these areas? / Yes_ No_ Not necessaJy for thls project---1::::::_ Do the plans include a complete design for all mechanicaJ systems planned for installation in this buijding? Yes__L. No Not necessary for this project. __ _ Have aU areas in the building been accurately identified for the intended use? (Occupancy as iden~ in the Uniform Building Code Table 5-A) Yes_ No_ Not oecessa.y for this project'"--- Does the plan indicate the quantity, fonn, use and storage of any hazardous materials that may be in use in this buiJding? / Yes_ No_ Not necessary for this project~ 4 24. 25 . 26. 27 . 28. 29. 30. 31. 32. 33. Is the location of all natural and liquid petroleum gas furnaces, boilers and water beaters indicated on the plan? / Yes__ No__ Not necessary for this project_ Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sex9? Yes_ No_ Not necessary for this project~ Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes__ No_ Not necessary for this project~ Have t~2) complete sets of construction drawings been submitted with the application? Yes_ No__ Not necessary for this project_ Have you designed or had this plan designed while considering building and other oonstru~ code requirements? Yes_ No__ Not necessary for this project __ Does the plan accurately indicate what you intend to construct and what will receive a final insp~on by the Garfield County Building Department? Yes~ No_ Do you understand that approval for design and/or construction changes are required prior t~ implementation of these changes? Yes No_ Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Pennit" fee as well as any "S~tic System" fees required, at the time you pick up your building pennit? Yes_L No __ Are you aware that you are required to call for all inspections required under the Unifonn Building Code including approval on a final inspection J!.d2r to receiving a Certificate of OccupanCJ'Bild occupancy of the building? Yes_L No_ Are you aware that the person signing the Permit Application whether the "Owner11 , "Agent of the 0\vner", "General Contractor'', "Contractor" or otherwise, signing the applicatiQI(is the party responsible for the project complying with the Uniform Codes? Yes~ No __ 5 34. Are you aware that twenty-four (24) hour notke is required for aU inspections? lnspecdons will be made from Battlement Mes" to West Glenwood In the mornings and from Glenwood Springs to Carbondale, in the aftemoon. Morning inspections must be called in by ll:OO p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections wiD delay your inspection one (1) day. Inspections are to be ealled in to 384-5003. ~ 35. Are you aware that prior to issuance of a building pennit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes ~ No. ________________ _ 36. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time ~nspection. Yes ~ No, ______________ _ 37. Are you aware. that on the front of the building pennit application you wiU need to fiU in the ParceJ/ Schedule Number for the Jot you are applyin8 for this permit on prior to issuance oftheJruilding pennit7 Your attention in this is appreciated . 8 L n Yes ~ No ..... _____________ __ I hereby aclmowledge that I have read, understand, and answered these questions to the best of my ability. t=J .W~ date q, 7 tJ ;. '(~ -'f6 'I ,_ (evenings) E'xrerns.~?l" 'IF ;;._ Phone: Z1o il Y 1-1/f 'I~ (days); Project Name: v:JqJ q 1-c,ry Project Address : I I 0 8 I f/ W f 6 5) V J iJ!!~c.f,ufe 1 C. 0 7 6 PLAN REVIEW CHECKLIST Applicant (J t t.\..1 thY) Building ~gineered Foundation J1li. Driveway Penn it ~~od Site Plan l../d1_septic Pennit and Setbacks Vo'radeffopography 30% IL/1..Attach Residential Plan Review List --~--inimum Application Questionnaire 4A_ Subdivision Plat Notes .i!.::l.Fire Department Review 4.luation Detennination!F ees -~d Line Plans/Stamps/Sticker ~ttach Conditions _6pplication Signed A.n Reviewer To Sign Application __ Parcel/Schedule No. 40# Snowload Letter-Manf. Hms. GENERAL NOTES: Date -S"-05 Line Setbacks tream Setbacks _ _,_Building Height ~'----'Zoning Sign-off +--Road Impact Fees __ HOA/DRC Approval __ Grade/Topography 40% __ Planning Issues Subdivision Plat Notes CRONK CONSTRUCTION INCORPORATED September 26, 2007 TPI Industrial 2471 River Road, Unit A Grand Junction, CO 81505 970-243-4642 (wk), 970-242-5330 (fax) • 1129 ·24· Road Grand .luncUon, CO 81105 970·245·05771 870.257·7453 (fax) ·Concerning: erection of steel structure forWasach Station. Parachute. CO 81635 The erection of the steel structure at the above referenced project was inspected by CCI Engineering on 09105101. The structure has been erected in accordance with the structural steel plans furnished by the manufacturer. Please call if you have additional questions concerning this issue. Thank you . SEAL ~wrrr1 e:P Thomas A. Cronk, Colorado License No. 28322 PAGE 1 OF 1 FROM WilliAMS PP:ODUCT!ON RMT rHU1JUN 21 2007 t3:15/Si.I3:14/Hv.6837S79'685 p 3 STATE ELECTRICAL BOARD INSPECTION REPORT / C ORRECTION NOTICE Date Ree. b /Js/ 0:2 PERMITf# bD 7 237 -I Coatractor/!18~ feu (-4 fd 8. ~'.2/t- Addresa: OPJD ~V}R> fruvM:I I TYPE OF mSP.ECTlON: Partial_ Rough in_ Underground Final---- ACTION: Accepted _::::::: Rejected Remarks __ --REINSPECTION FEE Comments or Corrections: ----------- --r?'1· /1--lnspector'a Name _______ V_ :, ________ _ '?f.! V-,y,(J ,_- Phone i ~·; o ·" v 1 1 I • l I I I 1 I I I I I I' ' ! I I l i I ! I j I I I ; f I I I I I I ~ \ I X I I J I /A I l I I I I I I I I I I ! H -~ I ___..-:--''-f;;,tl lL---,: 't__. ~~·~I ,.--.... \,I~ ··' 1 .. ~,;: ... ,.,,-< '·•' .. ; .. -~"1'6~: ?'~ CA?.'ON -·~:.t:: . ~~r·~·t· ' ·.' •·;J '\~ ll: 't;"' •• :..:r ~lt!"' ~~l~.,; ,.. .,. .. ...,,_, • •• -\6 t " I -. ....t ~;t '-· PROPOSED COMPRSSOR BUILDING ·siTE: PLAN © THE EXISTI~~G WASATCH COMPRESSOR STATIO!~ I s·.,:-r,/4. Section 33, Township 6 South, Range 95 West of I th~ 6th P.Ni., Garfield County, Colorado. J I I I BARRETT RESOURCES c· · ~P. 1058 COUNTY R0,6.D 21 PARACHUTE, COLORADG --I i>l 81635 1. SCA)E: 1• -fi.so· .• d pow 12122/00...,. I • ,.... • .. "l I. 1: j •' ! ~ ' . -~ ·.-t ' / GENERAL NOTES THE STAUCl\IAE UN!IER THIS CONTRACt tii.S BEEN Ot5lGNED FOR Tt<E lOADS NID CONDITIONS SHOWtl ON THESE DRAWINGS. COHSULT B&C STEEL CORP BEFORE N« ALTERATION TO THE STRUCTURAL SYSTEU IS OONE OR R[UDVAL OF Nit COI.IPONENT PARTS, OR THE ..OOOION Of' OTHER CONSTRUCTION UATERW..S OR LOADS. Bo!<C STEEL WILL ASSUUE NO RESPONSIIIIUTt rOR N« lOADS THAT ARC NOI INOICAI£D. TillS IIETAL BUILDING IS DESIGNED IN ACCOROAIICE WITH STANDARD PIW:IlCES WIIICH ARE BASED UPON P[RilNENT PROCEEOURE NID RECOUUENOATIONS or fHE rOLLD'MHG ORCAHIZATIONS o!< COOtS: 1 J.lt}. "rJC~ ~ar or SI£CL CQNSIA\JCJION: -sP£CIFlc.Al10N FOR THE DESICN, FABAICAOON 6 (AEC1"10f4 or SlAUCfUHAl I:G S~~~·Sll'R~'tcru1:CI~~~~ ~:E.!"~~ or COLD-roRWED STEEL STRUCTURAl I.IEUBERS •. WeNUft.CDJR[ft'5 ASSOClADO« '\a.¥ RlS( STSTEU BUJlOING I.INft.W._ • UAT(RW.. PROPERTIES or STEn PUITE AND SHEET USED IN THE rABRICAII(lU · OF PRlt.liJIT-RIGID rlliJ,Ir>AHO AlL PRIUARY STRUCTURAl.. rRAUIHC U[U8£RS (OrH[R TIWI COLD-rORu[D SECTIONS) COflrORU-10 111[ CH[UISIR'r R(OUIR[U(NTS or ASIU-AJ6"WIIH lolJIIIIIUII '11ELO POINT or 50 K.S.I. lOR rLN<CE o!< wtll ' . ~--• -- UATERw.. PROPERTIES or -rORU£0 UCIII CACE STIJI. ~USERS CO 10 THE REOUIREUEHTS or ASTU A-570, CRo\ll[ 55 _,;;-,..) 1.11N1UU>1 'WaD POINT K S I. ( STRucTURAL JOOIT WITH A.S .I .U. A-315 HIGH SIMNGTH BOLTS WHERE ~IOICATEO ON THE ORAW1HCS 5HAU.. 8( ASSEU8LED • THE rASIENERS TICHTE IH ACCORDANCE WITH '"IURH-or -Hur UETHOO AS DESCIUBEO IN rH[ SP£Cif1CAIION rOR STRUCTURAl JOUfTS USI!jC ~-l::-E~-~tS..~ -·~c.l?'".:ciJ~I;I:~g:~~"W'~N~DSHOP COAT or IAOH Or iOC CORROSIOH fiiiiiii~~SS SPEOA(D OTHERWISE.. ~E~) ___ ------------• ------ RESPONS IBIL ITIES ~ APPROVAL OF B & C STEEL CORPORATION DRAWINGS INOICATE THAT B & C STEEL CORP. CORRECTILY IHTERPR£1£0 AND APPU£0 THE REOVIMUENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WilER£ O.SCREPANCIES EXIST B[IW((N THE B & C STEEL PLANS AND TIHE PINIS FOR OTHER TRAOES. THE STRUCTUFUL STEEL PlANS SHALL GOVERN (SECT 4 2 1 AJSC COD£ Of STANDARD PRACTICE 9TH EO) DESIGN CONSIDERATIONS OF Nfr 111\T[RIALS IN THE STRUCTURE WHICH ARE NOT ruRtiiSHEO BY B & C STEEL CORP ARE THE R[SPOilSIBIUlY Of TltE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL CORP UNLESS SPECiflCAUY INDICATED BUILDING LOADS DESCRIPTION : - WIDTIH: J§ I.(NGTH · 26 HEIGHT : 1 ~ 5 /!9 5 (BUILDING OIUENSIONS ARE NOMINAL. flEF(R TO PlANS • TIHIS STRUCtuRE IS DESIGNED UTIUZINC Ill[ LOADS INOICATIEO AND APPUEO AS REQUIRED BY : UBC91 W/I.IBUAII6 WINO LOAD APPUCAliON PER ICBO f4018. TIHE CONTRACTOR IS TO CONARU THAT THES E lOADS COI.IPLY Wlllt TH£ R[OUIREUENTS Of THE I.DCAI. BUIUliNC OEPARII.IEHT. ROOf' 090 LOAD o COLIATEAA. LOAD: ROOf' UVE LOAD: ROOF SHOW LOAD: BASIC WINO SPEED: SEISUIC ZONE: -L._ PSr (ROOF PAH£LS 41< PURUHS) _o __ PSr _o __ PSr 45 PSr ~ ... ~PPROVEU CRANE INfO (tr APPLICABL£) SUUJECT TO tiOTEO r.XCF:M'IONS & lt!SI'EC110N~ GAllFJELD COUNTY --OUII.!>JNC DEP~SMEN:' CRANE TYPE: TONS l¥. -"" --.•a l\! ~ B\ . t•'IEI.D C'C>I'_Y __ CRANE CAPACITY: II.IPORTAHCE FACTORS: WINO LOAD: SNOW LOAD: _!j!!!_ __!j!Q_ SOSI.IIC LOAOo ._LQQ_ ~ HO INSI'fCltON WITHOIP. HUf Pl..I.HS OH SRE •I to' nr ROOF PANELS · COLOR LJ , STONE WALL PANELS: COLOR: ll. STONE TRIM COLORS : CABLE: LT . SlONE CORNER: LT . SlONE EAVE: __ _ LT . STONE FRN.IEO OPENINGS: LT . STOH£ LINER COLOR : COLOR: SOFFIT COLOR : COLOR: SPECIAL NOTES . (& D D SU[E[E[L P~80X 1099 -SCOTTSBLUFF, N EBRASKA 693 6 3-1099 PH: (308) 6l0k.6 1 8~AX: Q OB) 6 32-7172 -· 'mf"!ij ~ ,-~, 0 S411"C-• 4<. "':l:I<Jp !..., .. , ... ) ;;~{),J ~ te~ fit411 s1lU4 71( ~~ 4.~ ~ o~ n ].Do3 c. z) ~""-U~ ~(), Q,~,., Q Zoc3 2~ ,::r:f'S. 1/f\t , ~c. 3) ~Ci'MC.~ Ltl)tU 14-J fb.. ~ k )';~p. 1) Yl-i. ~ ftlf-r4 a.~YYl ~ -;;... ~o~C'~a. ~ RiR~~o DEC 1 6 2004 PURCHASER· Tf'/ PROJECT WILLIAMS f'RCDUCTION JOB NUMBER 357i GENERAL NOTES ( 1.) out-•• llWIED (F(HIHC'> AAr 10 1111: r~er Of 1111: JAUO. Ill! lO !liE t.HOIOR 001.15. RUER TO OCIW 011 'IIEEI ~ fOil llWIEO (F{flll(; 001.1 P\JICEU[HI [XlSfHC N(W OASH(D UN( INDICATES . 1 0 TH( ExiSnNc BUILDIN7_ ~• J-Broeioq 1 (TYP) ' -.-1 - - - - - - --=---=--=--=--=--=-~--:: .. ::: .. -=--=--:: .. :::...-=--=-~ i ....... ---------~----------c~ ------------0 I ( I . I COU/IANS. CJRTS. OPENINGs---<.. I SHEETINC & TRIU T£1 _e£ ~ I IAOVEO rROIA UH£ J & I RE-USED AT UN£ "5". I c-0'~-~J Bllt:AK-OUT EXISTING CONCREtE AS REQ·o I I r I ~ I I I I ·11711 I J J /] I I I I I I J I ~ 0 I I . 0 ... 2 ' 8 I ; I !j~ ~t ;.. L .... 0 Q. e L c:J 1 :......J Til _o_ -------=:!!I q; T=i . ___ L.__-'(u -------------~-~-~----_-:....-:....-_-_--=:...-il• . . •-llrocint lE) ~ 1/l" ANCHOR BOll SETIING PLAN -. . -······" HOJ[. M 8ow Pktn 'lliJI n.u .. , \Un.J 0 lio• 1/l" Ill Dio• J/4" on: 1 6 2oo4 fl) RITER TO SH£ET fo1 fOil REIC!XltoS NICitOR 001.1 OCI~S IUJ ~ n1 suuwsrr rE&l £SWllHl) PURCt!AS(R: lPI 194'6"'" PROJEct-WllliALIS PROOUCliON !:"I ---·-·-owe ll't. IMI3 OAI£ 12-1?-04 JOB 110 3571 l);o• l[4 A" ~· :i l EWtl* Lr_ll __ uLr OCl.ll!. A 8o>• (l. 100' -7" o;.. l/4" I' ~· .~J·_--1 tf I r --,,-,.=---, I tl I I ~ tl ~I IIlii-, I tl I I 14• l ~_,.!----..1 =:t--sr.rn--1li~ II r-+1· I 1/2" -1+--4....J OClAil 9 Bose £L 100'-7" (lioa l/4" r--L....l~ _T _,I- rdt SJ lrlJSW wul/2. DEIAil c 8os• £L 100' -7· Oio• J/4" ~ !!: •• ;w ======~~~==tl=l~/2~. s.. Pion o;.. 1/2 r-u1 EW/ {ITI~:: sw 01. I 1/2" s.. Pion D£l.ll!. ( s... £L 100'-7" I ANCHOR BOLT SUJ.tUARY -----------.......... , .... C)ol loc o;. , .. ~) f .. ) r .. l -------- 0 I OJ ~~r 1000 1.00 8 , [W 1500 230 8 a Rf J/4" 1~.00 230 GENERAL NOTES 1 N«KlR EnTS ....., ono DllllmD fTDIS INCl.I.ONC II.\SCNI'I fAS!OOS IN) 1'01101 r ASmo£11S Ill£ 1101 B'l &lC S!Ul CORP 2. r~U~DAlDI IDDI ....., ono tiNll(1( OC5ICN -IS NO! 1ft ll.lC Sltll CORP (CDS~.! A LGC.II. 00«111 lOA OC5ICN ~ ll( r!IUClmJN IN) CONCII£lt _,. 12 STEEL LINE NLOII ... . ,. ,. ,. 0£C 1 6 2004 RtCIO FRAI.IE REACTIONS (k ) 0 4 Ol+Cl+ll IQ.tQ.tU ~r L lm lru Ol+Wl IQ. I ···---- t-J 12.+ I .. I 54 ENOWAU COLUMN REACTIONS(k ) MA:IIIM VEJfTI:Al O..fCOtU. • 14_1) -~Q.tM. ··5.1 UA.miM tiKJRilCifJil ll.+lll • 2.1 BRACING REACTIONS, PANEL SHEAR .... e:""" (\ Jat , .... _ ... c.~ .._ .. ., ld -_.., -Nwl-<•tq) -------·-----------·---------- I 1 c 4. ~ l~ J.1 J 1111 • s.• 2.4 2.4 NOTES rOR REACTIONS (NEW BlOC) twdinQ Jeadiclftl ., ....,.., Clft ... ~_..,_, ~~v" f.,. IWjlol II} l1ool SloPe t!!.../12 } -loool(p>l) Colot .... ...., (rail ) '-t.N(Iol) s.o. 1oa1 1Po1 I -Sooooll .... ) .... c. ClloN4/0,.. =z_ • 36.0 • 21.0 • 16.5/1U • 1.0 • ZJI • u • OD • 4SO • tOO • li!C17 •/ -'II() 1000 AS POl IC80 14011 • c • 1.00 • 1 P(RI~[T[R SHEETING NOTCH DETAIL OMIT AS SHOWN ON THE ANCHOR ~ I5TJ800 PURCti.I.S(R; TPI 1946 PROJ£Cl· Wlll!AI.IS PRODUCTION 1 ::::::::-::: owe l!'r 'Afl} I ~~o~tE 12-1'7-041Alll NO· 3571 ... ~ GENERAL NOlES: 0 -! ... ·.! 4·· 12 I STRUCIIIRAl JOifl'S Milt ASI U .02~ ItCH STRENCIH BOllS 5HAa 1£ ASS(U8UJ) t IOfiEH!D ACCCAOIIIG tO tl£ "Nlti·Cl" •Nil!' W(ltiOO AS (l(SCRII!ro II tlt[ SP(CiflU.IOI lOA SIAVCI~ JOIIIS USINC .Ul~ OA A4'l0 1101.15, Ltii!SS OIHOnnsl: IlOilO. 1 1'1 •W'f' Ql).u-f ut'llfC: _, nDfC &I Clf\AII.UI ~~ M't\'f'l\ Yr(f W MO _,._,, .. I ... ·-·· ---r--£~~~~--~·J r~l) HJ~I) ~---~---r.---r---r.------r---\;> "' r I T Rn-'Z .., ... "' ~ I ~ ... + "' ~ ~ 11-1" e CIDR 10 :a ., ,_-1" CVAB (rtP.) ~~ --1- t'-a ~'a" ll'-6 l/4" Cl earance +/- Jli'-0" OUT-10-0UT cr STEn. roR Fl!AUE UNES· 4 dt S REf[R TO ORAWINC "EJ" fOR .ADOillOIW. FRAIIINC AT UN£: S 14'-0" N r I ... "' r ~ "' + I ~~ ;;: "' r ~ G -~5 r ~~~ 1'-e sta· ..... :... I .. ore 1 s 2004 ~ ESJ1aBil) PURCHAS(R, TPI 1946 PROJ(CI · - I -owe Ill' \t\fB 3571 I [IlSl 10 26'-0" (OlSC!!Al) [l<IST. 124·-o· r-ojJ!: 1'-o· ._ . ~~~~ 3 (DIS!. OPr«:.J , 24 o 1.-.r-o· CII EXIST , SIDEWALL FRAMING: LINE C to' [JlST (NEill 26'-o' OUT-ro-M ~ 5Tlll. I IIJRIGl ~·-e• Olfl-llHlur ~ 5Tlll. I {f) 6 4 ,. 14'·0" 26'-o' (10 Boll) El<IST. £-4 E>lST . I ':o ~ ~ £k1ST / C-9 I I I ~l<l~!.l ':o ~~/ I I I ·.! C-9 EX!j ~ ! ~ I I ..... ~ -;)> ... C-9 lrx!STJ , 1- ~ 1-v EXIST.""'- I I j_ 81\-12 I .. I I I ·-1r 1 ~ i3 EXIST. flfl-1 EXIST , I GENERAL NOTES : [R[C110H R!:~IO<TS 1 fOR~ 8RJOHC OC1145 51( 0£114 II!A~. 2 roo f1IAIDIC ()(l~LS 5l£ 0£1111. I'll Alii~ SIDEWALL FRA MING: LINE A I EXIST ,. J'-o" ! ----+ ~ ----t" 0 ----+·! _L -T~ "'Ia ... ·! ';" m ol 1o 0 .I [1 I ~ ~ "' I I b I I '.:A.. Ponte Star 0 I ... £XIST EXIsnNC PANELS EXtSl , 1------ t; x ... ' ~ e I I Ot 0'1 01 1ft "' CJil 0'1 ~ ~ ~ ~ .:.. :! .• HS-1 0 I ... &If'-? I I ~~r ' ' • 'I I !l-!l !l!l 1 I II~ ----1-. I I ...Ll ~---------L I I I BF-1 ..J!..,. PQncl Slgrt SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Ca. 9 LT STOllE .,_, EXIST 0 0 0 0 0 I I I I I ... "' .... ... "' ~ ~ B ~ El? .... ... ... II.. BF-1 SIDEWALL SHEETING & TRIM ; FRAME LINE A PANELS 26 Ca. B -LT STONE DEC 1 6 2004 ~ E5WlHII) PIJRCIIAS[R. TPI 1946 PR{)J[CI· WILUA!.IS PROOUCTION I=' I :=;;:--;:; llWC BY· 'Afl' I ().\J[_ 12·1!7·0'1 IJOB NO 357 \ GENERAl NOTES ER£C110N R{OUil(Y[NlS. 18'-11" 36'-o" out-to-rur Of STU\. B t re-t A ta·-o· I "•"! I l-.££.l I ··-o· I t2'-0' 12·-oj ENDWALL All PARTS SHOW/I ABOVE AR£ OCISTlNC PARTS '!i".l.L.!' ARE 9(1NC RE U~£0. (J;t.-V..) ol ~-;;..o {...~1AA. f\~ 5ia-~ '0 1.:~ CP-1 0 ~ ti >< .., Iii >< ... i ... iO ..: ..: "' "' ii ii ... ... H!:l HS-t ~ llf"-1 I ;;; ,_! ~ )( ... ... '9 ' :!: ~ il '-- cr-1 I ~ :;; t;; ..: :;; :;; "' X >< B ii ii ... ... ... ... HS 51 ~ ENOWALL SHEETING & TRIM: FRAME LINE 7 I /"' G(...t\'-'l.l<t PAHElS; EXtsnNC TO BE R£-US£0. NEW TRIU. SCREWS o!o: CLOSURES TO 8[ S[NT roR THIS ENOWALI.- P.~ LtCtllft 0~ ~·t Cl -I ==:JC - !ti " I "' ? I- DEC 1 6 2004 ~ ESIIafHD PUROIASOI: TPI ~ PROJ£CI -·----.... _ ... ____ .. _.. I C"l DWG BY 'Afl} [),l,t£ 12 ·I '7 -04 J00 tiD: 3571 GENERAl NOlES. [II(CIOI R[OUIIOit:IITS 1 roo CJ81.t 8IN;IHC roM.S sa ~-· Nlll..ur.c ? ~ c (. T I I I : I ! I I I I I I I : I I I I I I ·: I .,.._ •• l"ln-m-lllll' ~ <tm ,....,, 4 26"-o' 1 I EXIST I I : I ! I I I I I I I I : I I I I I I : I PURUII 2"-1 3/4'1 lAP I ~s·-o· (1£11 BAY) E-• T 1 ' : I P-2(Trp) I I I I I I I I t I I I I I I I I I I I I I EXISt ' ' • I I I I I 1 I I I I I : : I I I I I I I E-4 I 2"-1 3/4' BRIDGING AIICI.E (!!A-200)(TYP~ ROOF FRAMING PLAN 1<'..tl"' nJT.Tft.I"IIJ ~ ....... 1 ..... 1 6 ® ••·-o· 4' EXISt ' I L: ~~XISI . I I ~17 I X I I ~ I ~ -~ :~ I ~ k3' v ~: I I 1\ /: ~ I I Rrl -2 Js: I I I EXISt I .\ : \V I I 7~ I I r I \ I I I v \ I ,: EXIST. I _r. tft.Q REt;~ " 2'-1 3/4" ~ 2"-1 Jf4'' ~ ~. ~ ~ { 107 ; ~. .·::: ~·· .. ~ ~r;·····-····~~~ ~ DEC 1 6 2004 .. .•~ "'"' ir'l- ROOF SHEETING ~ £5LiliHED I'IIROIASER: TPI 1946 PROJ(Cl WILLIAMS PROOUCIION :=::::--:= owe BY \IW(} I D.11Ef2-17-04 1JOB No 3571 1 1/2" OIA. BOLTS (2) '!J/8" • 1-J/4" .AJ25 BOLTS CORNER COLUMN TO RAFTER7FLUSH GIRTS I FD -1 I ENDWALL COLUMN TO RAFTER SW. CIRT 1/2" IliA. BOllS EW GIRT SHOP WEUl£0 SII[(TINC ANCL£ GIRT TO CORNER COLUMN CONN . 4 1/4" 4 1/4" FD-51 GIRT TO ENDWALL COLUMN (N()WAI.L COLUUN (EC -) [.W. COLUUN CABlE ~-~-~~~oc1 ~09 S S S s s' I \ J, S S IIA-2DO--.__ CIRT SAG ANGLE. ATTACH TO GIRT AS REO'O. ANO TO NEAREST PURUN AI!OVE. 0 0 ENOWALL GIRT SAG ANGLE DETAIL DEC 1 6 2004 1946 PROJ£Cf: WILLIAMS PRODUCTION FD-8 ~ [SJABUSil[O PURttiASER: TPI I ~~n·•·~ .. ~ DWG flY· Wf(} OAf[. IZ·I<;i-{)4 JOB 1: 3571 ~Ct~ ·~ 1 JAMB TO GIRT DOOR JWB IF NOTCH IS\ REO'O. QUIT "T OPENIIIC OVERHEAD DOOR JAMB F0-6 I HEADER TO JAMB DOOR JWB moNr vn:w ~ • 1/4- FD-2 I GIRT TO O.H. DR. JAMB FD-.3 I JAMB TO EAVE PURUN CUP OC-n 2.::.Q...ALA: DOOR TOP OF DOOR f'R,W( FO 7 ISELF -FRAMING WALKOOOR/GIRT I F0-8 COl UlAN F0-9 I JAMB TO COLUMN DEC 1 6 200f BOllS CUPS IOC£1MER "-lONG WIIH UINI GIRT F0-10 ~ [SfABUSHED PURCHASER· TPI 1 9 4 6 PROJECt WILLIAMS PRODUCTION 1='"1 M ~ .. ~ •• , owe Ill 1vffi !DAtE. 12-1!>-0+ IJOO r 3571 J 4 ,,4.1 I 14 1/4. GIRT TO COLUMN CONNECTION #12 • 1 1/4" S.O.S. AT c,.t.V( STRUT & EACH PURUN. RAKE AHCU: (RA-12) 0 I 4'-J-1/2" TOTAl """ I : 2' 1-J/4" I NOTE. WH(R( WAU. SAC ANGLE UN[S UP Wlni ROOF PURUH BRIDCING ANGl£. Anot£H WALL SAC NIGl£ TO PURUH BRIOOHG ANC\L WH[N WAU. SAG 1-NCl£ AND PURUN BRIDGING ANCl£ DO tiOT UN[ uP TliEN Anot£U A ---tONG PIECE OF BRIDCIHC AIICl£ TO EAVE STRUT & FIRST PURUN. ~-ALL WALL SAC ANCL[ ANO PURUN BR111CINC AIICtE IS 1" X 1" X 1/11" 4 X lD'-0" (BA-200). PURLIN BRIDGING & GIRT SAG ANGLE DETAIL I F0-4 PURUH BRIIIC1HC NICU: NOTE. ALL PURUN BRIIICINC --,---fiRST PURUH 112 X 1 1/4" S.O.S. (llP) ANGLE IS 1" X 1" X 1/8':.<:) X 20'-D" (BA-200). PURLIN BRIDGING ANGLE DETAIL FO-B DEC 1 6 2004 ~ [STABLISH£0 PURCHASER: TPI 1 g 4 6 PROJECT WILLIAMS PRODUCTION -~-.... ..~ DWG Ill· Lvf6 IJAf[. 12 -15' -0+ J00 l 3571 I1~X7/6" S.o.s. Ar 12" o.c. m11A; cr-1 _lli!ll:: UNER 0£TAllS ONlY APPLY IF" UNER --IS APPUCA!ll(. ---1:12 2-t/IG" 2:12 J-J/16" J:ll J-l/4" 4;U 4-5 16~ 5;12 5" 6:12 ~ ~ •• ~DE Q.OSURE LINER PANEL 1.12KI-I/~" S!l.S. AI 12 o.c. UN[A PAN[l (IF APP). #12X1•1/4" S.D. S. AT 12" o.c WJf"-1 D<Tr~RIOR PAHO. UHrR P.AH[L INSDE J 14X7/8" s.os. CLOSURE HS -I HS• SElf•FR.WIN C #14X7/B" DOOR MIT FR.W£ s.o.s ~ ~El.O CUT GIRT AI 0PENINC ?AN~OR w~Pr.ANEL IUX7/B" IUX1j8" S.O.S S.O.S. AI 12 D.C. WJr-I WJf" I '·12U-I/4 S£Lf-J11.WI NC S D.S. l 0 ODOR KIT fR.WE FASJEN Cllt JAWB l~~ FRAY[ - .. CF-1 GABLE FLASHING DETAIL fD-4 EXI'ERIOR PANEL UlSlDE ClOSURE HS-1_____....u..aL-_ __:___:_.:_: __ _L .!!f&!!. EXrEAIOR =D=UN EA PANEl PANEl (IF APP) fi4K7/8" 'fRill PANEl s.o.s m m ll£lW£IN WJr-1 --OOOR lRACK ~ ANIOUE AND "C" JAWB OVERHEAD JAMB & HEADER FLASHING FD-8 Ci-2 1/4" s.o.s 114 • 7 /8" s.o.s OUTSIDE ClOSURE ~WAll. PANEL F0-13 TPI WILLIAMS PRODUCTION OAT[. 12 -15-0+ I JOB I 3571 1- '..,1 ti -,c __ ,_ . "'' . .., . ~ , __ ,_ ·--1- ,_ ,_ ,_ ,_ 1- . ~:· ,6·. 'L \·(·(·\·&·( rT \oc.\ T T T T T l T T T IN'£~)' ffl4 X 7/8" S.O.S. (~~~ SIOEW' OE!A!L PANEL TO PANEL fASTENERS (STITCHING SCREWS OOIENSION "A" £XlEIIO CABLE F\ASHlNC PAST EAVE FlASHING THEN CUT CABLE FlASHING BACK TO EAVE FlASHING LEAVING TOP PORTION OF CABLE H.ASHINC TO COVER ROOF PANEL Olt.I[N$10N • B" NOTCH BOflOIJ LEG ONLY Of CABLE fLASHING BACK (APPROX. I") TO EAVE FlASHING NOTE: BOnou lEG Of EAVE flASHING UUST 8( NOfCH(O SIU!lARLY. RELO CUT BOnOM l£C Of RIOCE CN' AT APEX EXlENO TOP PART Of RlOC£ CN' 1-1/2" PAST AND BENO DOWN 90 OEC. TO SEAL orr RIOCE CN' llPEMNC 9SCROISPDIPAH£L--T T T T T T T T i PANEL TO REO IRON fASTENER SPAONC r~ ROOf PANEl TO £A\{ STRUT. PANEL TO REO IRON fAST£K(R SPAONC f~ WAlt PAN£1. TO BAS£ AIICl£. 6 SCROIS PD1 PAI£1.--T T T T T T PANEL TO REO IRON FASIDl£R SPACII.'C f~ WAll. PANEL TO £AV£ STRUT . PAII[l TO REO IRON FAST£NER SPACII.'C f~ ROOf PANEL TO P£AK PIJRUH. PANEL lO REO IRON FASTENER SPACING FOR ENO Of SOFFIT PANELS. J SCROfS PD1 PJ./£1. --T T T PAN11 10 RED !ROH FASTEH£!1 SPAONC f~ ~ JNlU!Ij[I)AJ[ PIJRUHS. PAN£1. 10 RED IRON fASJ[H(JI SP.IOHC Fal All I/IT£RII{I)AJ[ C111S. PAN£1. 10 RED IRON fASTENER SPAOitC fal All LOCATIONS AI l.JI£R PANEL PANEL 10 RED IRON FASTEitER SPAOitC F~ All LOCATIOIIS AI PARllllOtl PMll... PANEL TO RED f!DN FASI£H£R SPAONC r~ A1.11NI£Rli(I)AJ[ SOffiT 1'\JRI.JllS. FASTENER SPACING FD-5 . 0 I .... 0 0 I ;-, I.S CLOSURE WALL PAN ~f~tt ~~04 CHANNEL ON WINDOW) WINDOW (SUPPLIED BY B&C STEEL) DETAIL I FD-7 1 R: TPI ~ [SlABlJSH£0 I PURCHASE 1 9 4 6 PROJECT WILLIAMS PRODUCTION _-:::::::-::;: owe or 111FB OAT£ 12 -15'-0+ JOB I 35 71 Garfield County Building and Planning 108 8th Street Suite 201 Glenwood Springs, CO 81601 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Date: January 25, 2005 Project Name: Compressor Building Address: Occupancy : F-1 Construction: II-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. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS ELEMENT MATERIAL RATING Structural Frame Noncombustible 0 ho u r Interior Bearing wall Noncombustible 0 hour Interior nonbrg wall Noncombustible 0 hour Floor/Ceiling Assembly Noncombustible 0 hour Roof/Ceiling Assembly Noncombustible 0 hour Stairs Noncombustible None NOTES: 5. Fire-retardant treated wood shall be permitted in : Table 601 NOTES Note 5 1 13 A. Nonbearing partitions where the required fire-resistance rating is two hours or less. --Sec. 603.1, 1.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be : A. constructed of fire retardant treated wood B. one hour fire resistive construction c. wood panels or similar up to six feet in height . --Sec. 603.1, Exception 8 13. Fire-retardant-treated wood shall be allowed in buildings including girders and trusses as part of the roof construction. --Table 601, c.3. Code review for: Project Id.: Compressor Building Address: EXIT REQUIREMENTS: Page # 2 FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Compressor Building 10 1 2.0 No N/A N/R TOTAL FOR FLOOR 10 1 2.0 No N/A N/R FOOTNOTES: 5. One exit is based on compliance with Section 1018.2, #3 6 . One exit is based on compliance with Section 1018.2 and Table 1018.2 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 BOLT LOCKS: 5 Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf . LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort . --Sec . 1008.1.8 Code review for: Project Id.: Compressor Building Address : Page # 3 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. ADDITIONAL DOORS : Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008 .1 .6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F1 is 200 feet. --Table 1015.1 Code review for : Project Id.: Compressor Building Address: LIGHT AND VENTILATION Page # 4 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 Artific i al light shall be provided that is adequate to prov ide 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.: Compressor Building Address: GLAZING REQUIREMENTS Page # 5 All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3 . Glazing in storm doors. 4 . Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where ther~ is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7 .1 Exposed area of an individual pane greater than 9 square feet. 7 .2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8 . Glazing in guards and railings regardless of the area or height above a walking surface. 9 . Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. No. 9.?)] q w~ Assessor's Parcel No . --------- ' ~~-Date ,-~ -c.S: . C> . "" BUILDI~G PERMI~D . JobAddre~s \ \ba I ~\{ [c.~:;Jf ~~~ OwnerWl \ { (D._fYkCfth;GLT Addressl==c: ~ ~ ~8377 Contract~~ Address a=s: Phone alf3 ~4f:cl:J:::L S~~~c~s: ~ Fr~r~ . Rear RH LH Zoning (.\:O!L~tlC~"-Cb./\, kJd0 INSPECTIONS Soils Test CJo'Y'-~ ~ Weatherproofing Footing 3 .. 1:12.~ Mechanical _____________ _ Foundation 2.? ifi?IJ5~ Electrical Rough (State) --,..--~-~...---7"-- Grout Elect~aJ,~inaJ.,(State) --() Underground Plumbing Final p(;IJ,-OJ /Checklist Completed?~~..&.....L Rough Plumbing Certificate Occupancy#_· _______ _ Framing Date ____________ _ Insulation Septic System# ___________ _ Roofing Date ------------- Drywall Final ____________ _ Gas Pi ping ------------Other-------------------- NOTES ~ (continue on back)