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HomeMy WebLinkAboutApplication- PermitJob Address 1 Li -C No. 8519 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 CZ n(0 ol6Wdz, Nature of Work Building Permit Use of Buildin_ Owner 0 Contractor Amount of Permits 96/ Date R Clerk FNAs- f -G111x 177:17 r Kurt- vary,. " GARFIELD COUNTY BUILDING PERMIT APPLICATION • GARFIELD COUNTY (CILENWOOD SPRINOS). 0 * OSADO TEIEPHANE: (97O) 9454212 INSPECTION INE: (9'70)384.6003 PST NO. S ` l PARC 1JSCl DUIE NO. • 10B ADORESS: i 9 •' l_ o •. r • •or. a t - �- 1 LOT NO. BLOCK P5[1BDIVISiONECEILFilON 2 Gou ov Rc�>4Y SMD C7AI'f`A1I.1 SC A,r-tr00 . 1903 co'rvw Ro 10� OAt. f W e+I l Zai _ b3_ 2 ,� CAt2 � 3 S5H C-F...,a R L „x.. 5317 C.O. RS7 15-4 2Q(o Co, 0I I 0102 1>c,aSEST• *F 1753 A r•-1-TG-AC--T-19ea._ ,1NIL. Iyv)Si 4 C.Av1L FoRtUM 'Awns 6(03 4NcoLN r4+, SNv� GAdxP�*4Off -ej CO. .9l6.2-3 , ed7 ` �''-r' � lsaa Y�7a� �,}oUi�,1►�Ci• S 1ti 4 1Q r.svr mer AS raww.ua�a 1 Rrr.coMUMS tCIJ�Tl"rQ �l 6 "om° E'EiOL OAS Sa2a.11 6116 7gmwsmi 148LNti+) Co1.4 9 C.454•401 -620C1-1 8 CLAN w+011, rms1A1 wale., araTEIL®1 WOW 9 .1 •10 =tea olloaLa ase+w*rsur MN= aa.l.Mamw4aaren NA OMm1ur WRannwrvlrasa i4OOI/�iSr),,.ro4. 1i o63 '7(. S t radar eem. A ri}ARATE COLORADO. THIS MOT AUTBOILIZED WORM R AFTER 1 INDEBY KNOW THS GOVERNING LE DI AUTHORITY LOCAL •• NOTICE iscruc LL mar es nom= AND HOCM LE =XV SE CIES ?4U1L AND VOID IF WORE OR a NOT COMMENCED WTTLB J too RATS. OR if SURPERDED OR ABANDONED LOE A PERIOD OF ISO O CO C ), CEETWY THAT 1 HAVE READ AND DCA1@moTHIS SAME TO BE TSUB AND BARELY. ALL PROVOIDNS TIES TYPE OF WOW WILL EL COWLS= Oil NOT. THE CRANING OF A PERNET DORS NOT TO VIOLATE OILCAN= CANC�. THE PROV1y oto OF ANY LAW REGULATING CONSTRUCTION OR TBH �a ■Y 1151 STATS OF CONSTRUCTION 001ISTROC1TON OR DAYS AT ANY TM APPLIC.ATPDN AND OF LAWS PLAN CSIBCZ FIM'PERMIT 37%15 �E 15 ,'g FEE: o9.y` DAIS PERMIT IS 4( TCRTAL NM l q . (p 1 ): oC�(;Ol)P :TYPE + L _ f s_..J T* MET= EPEC PRBslita ID MVR MEW STATE OR PEEFORMANCE OF 'd� LOHW[t - SETBACKS:.gr'� _ e`. r aa5aesi ops r:J IrIMYIF. HMO: tms No PER g - i h0�„ i (, % 4" I° ' , Agised/Daea Appalled, PSRWIELION 13 MERT Y ORANTIIn TO TBE AMMO/7 AS C14ii i. CONTRACTOR AN TBR AGM OF TIM CONTRACTOR OR OWNER TO CONSTl1A.T THE STRUCTURE As DETAILD ON PLANS AND SPECIFICATIONS SURMITTEDTO AND REVEWPD BY l IFUBDalODEPARTNENT. W CONSB]BRAYEM arm 3SUAlii OFT !EMT, THE SPCNER HEREBY ACORES TO COMPLY WITH ALL 1RIBDD* =CI AND LAW USE REGAIIATTONS ADOFIYD BY . Ci♦ARPta. COUNTY P[RSUAM TO AVIi10RI17 GIME W 30.2L201 CAS AS NAMED. DIE MGM FURTHER. ACM= THAT S* THE ABOVE SAID C SCOIANCB3 ARE NOT FULLY COMPLIED 11RTN RUM LOCATION. ERECTION. 00I TWCTioti AND USs OF TBR ABOVR DESCRIBED sTRUCIt1R1. 7TE PERMIT MAT MINN BE REVC1®BY NOTIC.`8 PENN THE COUNTY AND THAT TURN AND THERE IT SHALL 1elJIL AND VO®. SM. ISSUANCE OF A PUMTT BASED UPON PLANS, SPEC:LFicATIONs AND OTHER DATA SHALT. NOT 'REMIT TIN BUEDQ1O opnciAL ROM THEREAFTn REgtJfAWG T} CORRECTION OF MORS W SMD PLANS SPECIFICATIONS A}W CTT= DATA OR FRO P 1VIOFTWO BUILDING OPERATION BED CARR= ON TIMBEUNDER WEEN IN • VIOLATION °TT= OFT=coca at ANY CT/IER ORDNANCE OR REGULATION MINS IURiSDICTION. TIE WIEN CIF THE MAIMI TW PLANS AND SPE CINEATTONS AND INSIECnoms CONDUCTED THEREAFTER DEM NOT OCROTTTUTE AN ACCEPTANCE Gtr ANY Rz1POMA1.1TEi OR LIAMLITRIS BY G QPWD COUNTY ME >RR11 CMISSEINI OR DMOU TAAT(i THE IIREPONIMESTY Pt: F 13 /ma AND EDUIMIDerATiom DURING C NSIRUCLDN REs77 SP5[7I7CALLY vim THE AR HTTECT . E SPAM E. sun= AID OWNER. commas ma nirnann NO W in in VATIVE ASUPIOI T IN OF TM OWNERS INTEREST. am CMaiaas I HEE BY AC INOWL GE THAT L HAVE READ AND UNDERSTAND TLE AGREEMENT ABOVE gArmAu 3gaa dor' � The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department 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 stove and refrigerator, all 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 balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may 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 are 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 CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy Certificate of Occupancy for the dwelling s r building permit # the issuance of a Sal- 20, 2002 Signature " , Date r 2 (c,ta T n -� bpcont Project valuation - (Schools Type V-1 hour Wood Frame- (Building can be V -N but is specified as Type V 1 -hour so Type V- 1 hour was used for the CRMS Academic Classroom Building for valuation purposes only. The code review was done for a Type V -N building as discussed with the project architect.) Main _level school - 9831.7 x $ 76.10 = $ 748192.37 Basement (unfin.) - 9951.8 x 41.00 = 408023.80 Valuation - $1156216.17 Colorado Multiplier - x .92 Project Valuation - $1063718.89 Building Permit Fee - $ X15809, 4 Plan Check Fee - $ .9 --11 37lee. C_Atil(k5 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must bc designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload 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 pians will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 40% or morc on properties must bc show on site plan. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project) . - 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", " vat drawings only", "For permit issuance only" or similar language? Yes J'� No Not necessary for this project 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project i� 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes,_ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with 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? Yes No Not necessary for this project% 8. Uo the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yesx No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof ist spaces and soffits? Yes No Not necessary for this project 10. Do the plans include design bads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes X No Not necessary for this project 11. Do the plans include design bads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yax No Not necessary for this project 12. Docs the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes x No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes >4_, No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? 3 Yes( No Not aecGssary for this project 15. Does the building section drawing or other detail include the method of positive co ection of all columns and beams? Yes No Not necessary for this project 16. 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 cave 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 11 certifications or Phase II EPA certification? Yes No Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project, 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No Not necessary for this project` 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 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 walking surface; sliding glass doors; fixed glass panels; shower doors and tub enel and specify safety glazing for these areas? 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 projectX. _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as idem in the Uniform Building Code Table 5-A) Yes X No Not necessary for this project 4 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this prof 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indited on the plan? Yes No Not maty for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four a loyees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27, Do the plans indicate that restrooms and access to the building are handicapped No Not necessary for this project 28. Ha o (2) complete sets of construction drawings been submitted with the application? Yes No 29. Have you designed or had this plan designed while considering building and other co ion code requirements? Yes No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final n by the Garfield County Building Department? Yes No 31. Do you understand that approval for design and/or construction changes are required chlor to the implementation of these changes? Yes No 32. Do you understand that the Building Deportment will collect a "Plan Review" fce from you at the time of application and that you will be required to pay the "Permit" fix as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your r"8 emit? YomNo 33. Are you aware that you are required to call for all inspections required under the Uniform Building Code inchuding approval on a final inspectionprior to receiving a Certificate of Occu y and occupancy of the building? Yes No 5 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the appi n is the party responsible for the project complying with the Uniform Codes? Yes No 35. 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. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections most be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections art to be called in to 384-5003. 36. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit oro stale nt from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the ridge —friefirETt 625-8601. '1 Yes No > 37. 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 mimber will be required at time of inspection. Yes x No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to issu�j° f the building permit? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand, and answered these questions to the t of my ability. Sig4h 1j f 6 &vCsv5T 12 f 2‘'2_ Date Phone: C45—O I 02— (days); (evenings) Project Nana: C PIN +h)/VIP04l fi �J G s lJ" v 1 13v 1 W) +JCS Project Address: C54\42-f1 coL}14 r? If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays m issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary fur this project" on any of the questions and it is determined by the Building Oficial that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. 'If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm 04/02 7 IV IC OR UM AFICHITECTUTIE COMMUNITY PTIOCESS FAG I L 1 7 A T I O N P P O.IE G T MANAGEMENT MEMO TO: Steve Hackett Garfield County Planning Department FROM: Joede Schoeberlein Architect Civic Forum Assoc., Inc. DATE: September 19, 2002 RE: CRMS Humanities Classroom Building - Height RECEIVED SEP 19 2002 GARFIELD COUNTY BUILDING & PLANNING Steve - The attached drawing illustrates the building modified to bring the height of the mid -slope of the upper roof in line with the 25 foot height limit. I have eliminated the clerestory windows that were under the smaller roof at the top. The section of the clerestory that was above the classroom will instead have the same translucent type sloped skylight that is currently over the corridors. I also have dropped the framing to hang from the sill plate, which lowers the floor (and everything above) almost two feet. The building will also be placed a little tighter into the ground with less slope to the surrounding grade. As a result of these modifications the height of the midslope of the upper portion of the high roof will be within 25' of the grade. Similarly the midslope of the skylight will be less than 25 feet above grade. 663 Lincoln Avenue, Carbondale, CO 81623 970 963-0212 FAX 970 963-2037 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 945-8212 Job located at C -1.K " "V -S Permit No. 26 z 9 I have this day inspected this structure and these premises and found the followin4corrections needed: t-- 177k c5 4 g ce6e `t -4-1/R / ri2,D5 rzo ----014-e--pyu.014Y-- f-c5vhq, c it Zlaelatti:e izzi- lic-pg..eliFn 0 `. 17u Je� r You are hereby notified that the above correction must be Inspected before covering. When correctlon(s) have been made, call for _ s • : tion. Date 6^0'9 -ice. 19 •'' Phone 945-8212 Building Inspector Page 24 of 27 0`v J sf »SSSD> FIGURE 7 - ONE-HOUR FIRE -RESISTIVE ASSEMBLY DETAILS SESTCOpv EMBLYASee ( Section 2.3.1 of this report.) >z»»i l¢i ii�mtmflazal rmrnzzz-mmo. `.z ,RES'L 'ENT i CrIANNE!. c APPL QED I a ,015T5 16' c?Lr .UF'r'0.41 !NG BOIL; `y� o OF (��'''51):1 BOARD NECE55SA T TO 50;JND RAT .N{S l_s 2 mzerr,$), prim 1 01—®-a ® o-ai 1. Double Wood Floor. 2. TJ! Joist with minimum 1-1/2 inch flange depth or Open -Web Truss. 3. Fixture protection. 4. 24 inch x 48 inch recessed light fixture. 5. Cold -rolled channels. 6. 12 Inch air diffuser. 7. Thermaflber or Fiberex-FBX or Fiberex-IF mineral woo! blankets. 8. 5/8 -Inch thick acoustical panels 24 inches x 24 inches or 24 inches x 48 inches supported by an approved e.v -.. Are -rated suspension system. Section 2.3.2 of this report.} 1. 48/24 ton. . nd-groove span rated sheathing (Exposure 1). 2. Two layers of 1/2 Inch thick Type X gypsum board. 3. TJI Joist or Open -Web Truss. 4. Optional 3-1/2 inch thick glass fiber batt insulation (not shown). Sound Test Date' W/O Gypsum Concrete W/Gypsum Concrete STC a50 Pad & Carpet Tarkett Acoustitlor STC 58 _ Pad & Carpet Tarkett Acoustiflor IIC =60 IIC=51(11 - 11C 54 IIC = 54 1) Armstrong Vios/Armstrong IIC r. 50 (1) Cambray sheet vinyl (1)Requires two layers of 5/8 -Inch thick Type X gypsum board with one layer of 3-1/2 inch thick batt insulation. ASSEMBLY C (See Section 2.3.3 of this report) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1). 2. TJI Joist or Open -Web Truss. 3. 5/8 inch thick x 24 inch x 24 inch ceiling panels. 4. Fixture protection. 5. 1/2 inch thick Type X gypsum board. 6. 24 inch x 48 inch recessed light fixture. 7. 6 inch x 12 inch opening for return air. 8. 12 inch diameter diffuser opening. 9. Steel suspension grid. Page.4 of 27 • 32/i$ span -rated sheathing (Exposure 1); and a second layer of nominal 1 -inch (25.4 mrn) thick, tongue -and - groove finish flooring. Alternatively, the finish flooring is permitted to be 40/20 span -rated sheathing (Exposure 1), or Type I, Grade M-1 particleboard not less than 5/8 inch (15.9 mm) thick. All butt joints of the sheathing must be located over framing members. When used as a roof -ceiling assembly, a single layer of square -edge, span -rated, sheathing (Exposure 1), com- plying with the code, is permitted to be used for roof sheathing. 2. TJI joists with a minimum flange depth of 11/2 inches (38 mm) or Open -Web trusses must be installed in accor- dance with this report ata maximum spacing of 48 inches (1219 mm) on center. 3. The suspended ceiling must consist of 5/8 -inch -thick (15.9 mm), 2 -foot -by -2 -foot (610 mm by 610 mm) or 2 -foot -by -4 -foot (610 mm by 1219 mm), USG FIRECODE AURATONE lay -in acoustical board supported by an ap- proved, exposed fire -rated suspension system attached to the bottom flange or chord or to cold -roiled channels spaced not more than 48 inches (1219 mm) on center. When TJI joists or Open -Web trusses are spaced more than 24 inches (610 mm) on center, framing perpendicu- lar to the joists or trusses must be installed at 24 inches (610 mm) on center to support the ceiling. 4. Installed over the acoustical board are minimum 1 -inch - thick (25.4 mm), 4 pcf (64 kg/m3), Thermafiber Sound At- tenuation Fire Blankets or Fiberex'-FBX 1240 industrial Boards or Fiberex°-iF 1240 Flex Batts. 5. Light fixtures having a maximum size of 2 feet by 4 feet (610 mm by 1219 mm) are permitted to be installed in the ceiling, provided the aggregate area of fixtures does not exceed 12 square feet per 100 square feet (1.1 m2 per 9.3 m2) of ceiling area and the fixtures are protected as fol- lows (using, for illustration, a 2 -foot -by -4 -foot (610 mm by 1219 mm) fixture): A 21/4 -inch -by -48 -inch (57 mm by 1219 mm), minimum 11/4 -inch -thick (31.8 mm) piece of minimum 4 pct (64 kg/m3) Thennafiber ngid mineral fiber board or Fiberex-FBX 1240 Industrial Boards or Fiberex- IF 1240 Flex Batt Tight fixture protection is laid along the long sides of the fixture, and against adjacent suspension members; two pieces of the same insulation, measuring 191/2 inches by 48 inches (495 mm by 1219 rem), are laid over the top of the fixture and a 41/2 -inch -by -24 -inch (114 mm by 610 mm) piece of the same insulation is laid at each end and bed al the comers of the fixture, to the top pieces using No. 18 SWG steel wire. See Figure 4 for de- tails. In addition, ceiling openings for air diffusers, up to a maximum of 12 inches (305 mm) in diameter, are per- mitted, provided openings are protected with approved fire dampers and the aggregate areas do not exceed 113 square inches (72 900 mm4) per 100 square feet (9.3 m2) of ceiling area. The distance from the bottom of the TJI joist or Open -Web truss to the soffit of the ceiling must be 10 inches (254 mm), minimum. 2.3.2 Assembly B: 1. The flooring must consist of a single layer of 48/24 span - rated, tongue -and -groove, sheathing (Exposure 1). When used as a roof -ceiling assembly, the decking is per- mitted to be any wood deck recognized in the code. All butt joints of the sheathing must be located over framing members. 2. TJI joists or Open -Web trusses must be installed in accor- dance with this report, with a maximum spacing of 24 inches (610 mm) on center for floor -ceiling assemblies. When used in roof -ceiling assemblies, the joists or PFC-4354 trusses are permitted to be spaced a maximum 0148 inch- es (1219 mm) on center. 3. Optional 31/2 -inch -thick (89 rnm) glass fiber insulation may be installed when resilient channels are used. The in- sulation must be placed above the resilient channels, be- tween the joist bottom flanges or truss bottom chords. 4. The ceiling membrane must consist of two layers of /2 -inch -thick (12.7 mm), Type X gypsum board comply- ing with ASTM C 36, attached to the TJi joist bottom flange or Open -Web truss bottom chord. The first layer of the gypsum board must be attached using 1 5/8 -inch -long (41.3 mm), Type S screws spaced 12 inches (305 mm) on center. The second layer must be installed with the joints staggered from the first layer. The second layer must be fastened to the TJi joists or Open - Web trusses using 2 -inch -long (51 mm), Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. Type G screws, 11/2 inches (38 mm) long. must be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the butt joints of the second layer. The second layer must be finished with joint tape and compound. 5. Resilient channels are permitted to be used as part of the ceiling attachment system, provided they are spaced 16 inches (406 mm) on center (24 inches (610 mm) on center if the joists or trusses are spaced 16 inches (406 mm) on center) and fastened perpendicular to the TJI joists or Open -Web trusses using 1 -inch -long (25.4 mm), Type S screws. The first layer of the ceiling membrane must be attached to the resilient channels using 1 -inch -long (25.4 mm), Type S screws spaced 12 inches (305 mm) on cen- ter. The second layer must be installed with the joints staggered from the first layer and attached using 15/8 -inch -long (41.3 mm), Type S screws. The screw spacing for the second layer of gypsum board must be a maximum of 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. Type G screws, 11/2 inches (38 mm) long. must be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the butt joints of the second layer. The second layer must be finished with joint tape and compound. In roof -ceiling assemblies in which the TJI jasts or Open -Web trusses are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient chan- nels, must be applied to stripping spaced 24 inches (81 0 mm) on center. The attachment of the ceiling membrane to the stepping members must be similar to the attach- ment of the ceiling membrane to the TJI joists or Open - Web trusses. The stnpping must be a minimum of nominal 2 -by -4 construction -grade Douglas fir lumber for spans up to 5 feet (1524 mm), and must be attached to the bot - torn flange or chord using minimum 10d nails. Stripping materials of equivalent strength and attachment are per- mitted when speaficallyapproved by the building official. 2.3.3 Assembly C: 1. The flooring must consist of a single layer of 48124 span - rated, tongue -and -groove sheathing (Exposure 1). W hen used as a roof -ceiling assembly, a single layer of square - edge span -rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. All butt joints of the sheathing must be located over framing members. 2. TJI joists or Open -Web trusses must be installed in accor- dance with this report, with a maximum spacing of 24 inches (610 mm) on center for floor -ceiling assemblies. When used in roof -ceiling assemblies, the joist or trusses are permitted to be spaced a maximum of 48 inches ( 121 9 rnm) on center. When the truss or joist spacJng exceeds Jul 11 03 12:31p BIH General Contractors 970-945-0142 • p.2 CERTIFICATE OF INSPECTION NORTHWEST COLORADO COUNCIL OF GOVERNMENTS ELEVATOR PROGRAM This is to certify that the _ELEVATOR_ as indicated has been inspected on the date shown below and was found safe to carry _2500_ lbs. ID Number: EP9067 Type: HYD PASS Location: CRMS ACEDEMIC CLASSROOM BLDG. Carbondale,Co Date of Inspection: 07/08/03 Inspector: /'i,• Date of Issue: Expiration Date: 07/09/03 07/31/04 Jul 11 03 12:31p • BMA General Contractors 970-945-0142 NretheaetCdOkado o.►2'.Il or (;.^.v(ANM(4(I MEM�R�NDUM• To: 8 v./4 GeAcrat Cord -nu -lois &d From: Rick Payne, Director, Elevator Inspection Program 970-468-0295 ext 108 or elevator@nwc.cog.co.us Date: 6 /a glo3 Project Name: CR Y17 S it/cadmic C (A3S roo m P-3 ❑ Elevator Plan Review f1 Elevator Test and I �ns���ecD v Pd 106 ` Locabon Co,rhov dak)'Co. 161.713 Permit Number NWCCOG 03-oi9 Elevator Type y Yt..) P 41/455- The ssThe plans have been reviewed and found to conform to all applicable ANSI 17.1 and UBC codes (>� The elevator / esoistor / Jif/ deter at the above location was inspected and tested on 7/103 and a: Comments: Signature ❑ TEMPORARY Certificate has been issued. FINAL Inspection Certificate has been issued. ❑ NO certificate is being issued. Northwest Cdoraco Council d Governments • PPO Box2308 • Silvertnome • CO • 80498 970-468.1)295 • Fax 970468-1208 • www.rmc.cog.co us 1 INSTSTDOSTDENTHE�HICARIS WILL JOB S1' COPY 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued bP'"_.oned Area Permit No ig t 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 IMMEDIATELY BECOME NULL AND VOID. Use eA,ict.,) �3 Address 1 ri tion Owner Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /0— f . p Z' Foundation Ie. fit; _O 2 Underground Plumbing fp-2f— Rough Plumbing -d-.`1,-.19 3 Ont---- Chimney Yyt— Chimney & Vent n'° 44`7° Gas Piping 3- V-4-0 3 QrvL— Electric Rough (By State Inspector) Framing$__— (To include Roof in place and indows and Doors installed). So(, _- Insulation 3 Q7.)�' NIL Drywalliy•o,, a Electric Final (by State Inspector) f Final Septic Fimai Notes: I• Fii 941'c.PN • p,„, k" c" ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. _ _ THIS PERMIT IS NOT TRANSFERABLE Phone 3845003.. 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date y IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC 4 otyke&-Zo Bi) 2'50 Ot)bitAzb gdotcfroc) GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT 108 8th Street Suite 201 Glenwood Springs, Co. 81601 (970) 945-8212 Plan Review Correction List CRMS Academic Classrooms Building 1493 CR 106 September 10, 2002 The following comments based on the 1997 edition of the Uniform Building Code shall be resolved prior to the applicable phase of construction by the project architect. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the UBC. Submit a detailed plan of the fire alarm system for approval prior to installation. 2. Contact the Fire Department for required Iocation of fire extinguishers. 3. Automatic sprinkler system plans should be submitted to determine compliance with applicable Building, Plumbing and Fire codes prior to installation. 4. Provide engineered mechanical and plumbing plans as required by the Building Official. 4111/ Verify requirements with the Building Official prior to beginning plumbing and mechanical installations. Light and ventilation should comply with Section 1202. Locations of all required fire dampers should be shown on the mechanical plans as required by the Building Official. • 5. Laboratories, vocational shops and similar areas containing hazardous materials should be separated from each other and other portions of the building by not less than a one-hour fire -resistive occupancy separation. When the quantities of hazardous materrials in such uses do not exceed those listed in Table 3-D or 3-E, the requirements of Sections 307.5 and 307.8 apply. When the quantities of hazardous materials in such uses exceed those listed in Table 3-D or 3-E, the use is classified as the appropriate Group H Occupancy. Verify if there will be any of these uses in the Building (Section 305.2.4) 6. Provide an additional lav sink in each of the bathrooms. Provide 3 drinking fountains in the A. AD. building. Sec. 403 IPC. 7. A 1 -hour occupancy separation should be provided between the E -1/S-2 as set forth in Table &"d°--Z1B 3-B. Horizontal occupancy separations should be supported with a structural system having_.p equivalent fire -resistive protection. Provide approved listings of all assemblies used. Section 302.2. Doors and other openings shall be protected by 1 -hour approved listed assemblies."1 LA.A Section 302.3, 302.4. km 6'4w43- 8 . The path of exit travel to and within exits in a building shall be identified by exit signs (M conforming to Sec. 1003.2.8 Exits should be illuminated to comply with Section 1003.2.8.4. In occupancies where the exiting system serves an occupant load of 100 or more, an emergency power supply for exit illumination should be provided. Section 1003.2.8.5. Plans should be provided for approval prior to installation as required by the Building Official. 9. Group S Occupancies shall be accessible. Provide an accessible elevator or exterior ramp to the lower level. Sec. 1103. Elevators opening into a corridor should be provided with an elevator Iobby as set forth in Section 1005.10. Plans should be provided for approval prior to installation as required by the Building Official. The elevator should be reviewed, approved and inspected by the Northwest Colorado Council of Governments as required by the Building Official. Please contact NWCCOG for review and approval as required by the Building Official 10. Provide two (2) accessible entrances to the building per Sec. 1103.2.3. 11 . Two exits should be provided from rooms containing a boiler, furnace, incinerator or other fuel -fired equipment per Section 1007.7. See exceptions. 12. At least one of each type of fixture in an accessible toilet room shall be accessible. An accessible urinal should be provided in the mens bathrooms. Section 1105.2.2 13. The general notes on the structural plans indicate that special inspectors may be necessary. The project engineer shall verify what special inspections are required based upon the requirements of Sec. 1701. The project structural engineer may act as the special inspector required by Section 1701.1 of the U.B.C. Please notify the Building Department prior to construction if the owner desires to employ a special inspector other than the project engineer. Reports must be submitted to the Building Department as required by Section 1701.3 for the applicable items listed in Section 1701.5. 14. Verification of the soils condition made by a licensed soils engineer will be required by the Building Inspection Department as specified in the general notes on the submitted plans. Documentation shall be provided prior to pouring concrete. Provisions shall be made for the control and drainage of surface water around buildings per Section 1804.7, architect and engineer specifications, and soils report recommendations. 15. The glu lam truss details have not been provided. Please submit truss diagrams bearing the stamp and signature of a Colorado Professional Engineer and indicating design for a minimum of 40#/sq. ft. snow load. Section 1605. Lateral bracing should be provided in accordance with Section 2320.11.3 and the structural engineer specs. The structural plans do not show the locations 'of the BWP and BWP-A panels as indicated on the plans. This information should be provided by the structural engineer prior beginning wall framing. 16. A Group E, Division 1 Occupancy should have a roof covering classification in accordance with Table No. 15-A. 17. Refer to the conditions of permit and redlined plans for other code requirements. • d GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT 108 8th Street Suite 201 Glenwood Springs, Co, 81601 (970) 945-8212 BUILDING PERMIT CONDITIONS LIST 1997 UNIFORM BUILDING CODE Plan Check Number: Owner: CRMS Phone: 963-2562, 945-0102, 963-4559 Occupancy Classification: E -1/S-2 Floor Area: 19,784 sq. ft. Job Address: 1493 CR 106, Carbondale, CO Contractor: B&11 General Contractors Type of Construction: V -N Number of Stories: 1 + basement Valuation: $ 1,063,718.80 The following conditions are based on the 1997 Uniform Building Code. The approval of plans and specifications does not permit the violation of any section of the Uniform Building Code or any federal, state or local regulations. These conditions are part of the Building Permit and must be met prior to issuance of a Certificate of Occupancy. Any and all deviations from the original plans and specifications approved by the Building Department shall be submitted to the Building Department for approval prior to installation. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the Uniform Building Code, International Plumbing Code and Uniform Mechanical Code. GENERAL CONDITIONS G-7 The approved plans and the Building Permit are to be kept on the site during construction. The approved plans must be available for reference during inspections. 0G-16 Permit does not include basement finish. Separate permit will be required prior to basement finish. ELECTRIC E-3 Contact State Electrical Inspector (945-2796) for requirements for an electrical permit. FIRE F-2 Submit a detailed plan of the fire alarm system for approval prior to installation. F-3 Contact the Fire Department for required location of fire extinguishers. F-8 Automatic sprinkler system plans should be submitted to determine compliance with applicableBui!ding, Plumbing and Fire codes. SITE S-4 Notify all utilities for line locations and approval prior to beginning any excavation on site. (Electric, Water/Wastewater, KN Energy, Telephone, etc.) S-14 Provisions shall be made for the control and drainage of water around the building as required in soils report. Drainage shall not be diverted to neighboring property. Group E Occupancies EO -3 Laboratories, vocational shops and similar areas containing hazardous materials should be separated from each other and other portions of the building by not less than a one-hour fire -resistive occupancy separation. When the quantities of hazardous materials in such uses do not exceed those listed in Table 3-D or 3-E, the requirements of Sections 307.5 and 307.8 apply. When the quantities of hazardous materials in such uses exceed those listed in Table 3-D or 3-E, the use is classified as the appropriate Group H Occupancy. (Section 305.2.4) •EO6 Light and ventilation should comply with Section 1202. EO -7 A one-hour fire -resistive occupancy separation should be provided between rooms containing a boiler, central heating or hot-water supply boiler exceeding an input rating of 400,000 BTU per hour and the rest of the building. Section 302.5. Exterior openings in a boiler room or room containing central heating equipment required to be separated in accordance with Section 302.5 should be protected by a three-fourths hour rated fire assembly if: 1. The exterior opening is located below openings in another story. 2. The exterior opening is less than 10 feet (3048 mm) from other doors or windows in the same building. Such fire assemblies should be fixed, automatic or self-closing. (Section 303.8) EO -7.3 When the opening for a heater or equipment room is protected by a pair of fire doors, the inactive Ieaf should be normally secured in the closed position and should be operable only by the use of a tool. An astragal should be provided and the active leaf should be self-closing. (Section 302.5) EO -8 Approved fire alarms (activated by the sprinkler system) should be provided for all Group E Occupancies with an occupant load or 50 or more persons. Section 305.9 EO -17 Smoke detectors should be installed in accordance with Section 1007.3.4 UBC, Sprinkler .Requirements E0-20 An automatic sprinkler system should be installed in Group E, Division 1 Occupancies. Sec. 904.2.4 Group S Occupancies SO -7 Ventilation should be shown to comply with Section 1202.2.1 or 1202.2.6. SO -8 Light should be provided to portions customarily used by human beings in accordance with Section 1202.1. SO -10 Storage and use of flammable and combustible liquids shall be in accordance with the Fire Code (Section 311.8). SO -11 Devices generating a glow, spark or flame capable of igniting flammable vapors shall be installed such that sources of ignition are at least 18 inches above the floor of any room in which Class 1 flammable liquids or flammable gases are used or stored (Section 311.8). Elevators OL -1 Elevators shall comply with Ch. 30. provide details for approval as required by the Building Official prior to installation. EL -5 The elevator should be reviewed, approved and inspected by the Northwest Colorado Council of Governments. Please contactNWCCOG for review and approval as required by the Building Official. Sanitation SA -1 Provide an additional Iav sink in each of the bathrooms. Provide 3 drinking fountains in the building. Sec. 403 IPC. SA -2 Nonabsorbent finish and backing for toilet room floors, walls of toilet compartments and walls around urinals should conform to Section 807.1. AREA & TYPE OF CONSTRUCTION C-1 It was assumed that the uses and materials in the building will be compatible with an E -1/S-2 Occupancies. C-3 Type V -N construction is the minimum required type of construction in accordance with Table No. 6-A. FIRE -RESISTIVE CONSTRUCTION FR -1 Horizontal occupancy separations should be supported with a structural system having equivalent fire -resistive protection. Provide approved listings of all assemblies used. Section 302.2. FR -3 A 1 -hour occupancy separation should be provided between the E -1/S-2 as set forth in Table 3-B. Doors and other openings shall be protected by 1 -hour approved listed assemblies. Section 302.3, 302.4. FR -9 Penetrating items passing entirely through both protective membranes of b earing walls required to have afire -resistive rating and walls requiring protected openings should be protected with through -penetration fire stops. Section 709.6. The T rating for through -penetration fire stops in fire -rated walls requiring protected openings should apply to the following locations (Section 709.6): 1. Above corridor ceilings that are not part of a fire -resistive assembly. 2. Below any ceiling. OFR -10 FR -11 1. 2. Where wall -protective membranes are penetrated by larger openings or materials not listed in Section 709.7, the penetrating items should comply with the following: Membrane -penetration fire stops suitable for the method of penetration; or• Installed in accordance with their listing and installation instructions. FR -15 Smoke dampers should be installed and be accessible for inspection and servicing in the following locations in accordance with Section 713.10: 1. Penetrations of area or occupancy separation walls. 5. Penetrations of elevator lobbies required by Section 3002. FR -16 Fire dampers should be installed and be accessible for inspection and servicing in the following locations in accordance with Section 713.11: 1. Penetrations through area or occupancy separation walls. 2. Penetrations of the fire -resistive construction of horizontal exit walls or corridors serving as required exits. See exception. 3. Penetrations of shaft enclosures. See exception. 4. Penetrations of the ceiling of fire -resistive floor -ceiling or roof -ceiling assemblies in accordance with Section 710.2, FR -17 Walls and ceilings of corridors should be of one-hour fire -resistive construction. Section 1004.3.4.3. FR -18 Interior openings into corridors should be protected as set forth in Section 10043.4.3.2. Door openings should be protected by 20 -minute -rated smoke- and draft -control assemblies. Other openings are limited to fixed glazing listed and labeled for a three -fourths -hour fire -protection rating and should not exceed 25 percent of the area of the common wall. FR -20 Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire -resistive construction. Section 1003.3.3.9. FR -21 Fire blocks should be provided in accordance with Section 708.2 in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. 1111) 2. In concealed spaces of stud walls and partitions, including furred spaces, at 10 -foot (3048 mm) intervals along the length • the wall. 3. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. In concealed spaces between stair stringers at the top and bottom ofthe run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished. 5. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings, which afford a passage for, fire at ceiling and floor levels, with noncombustible materials, 6. At openings between attic spaces and chimney chases for factory -built chimneys. Fire blocking materials should comply with Section 708.2.2, FR -23 Draft stops should be provided in the following locations: 3. In buildings used for other than residential occupancies, draft stops should be installed in wood -frame floor -ceiling construction containing concealed space. Such draft stops should be installed so that the area ofthe concealed space does not exceed 1,000 square feet (93 m2) [3000 square feet (279 m2)] and so that the horizontal dimension between stops does not exceed 60 feet (18 288 m) [100 feet (30 480 mm)]. Section 708.3.1.1.3. 5. In buildings used for other than residential occupancies, draft stops should be installed in the attic (mansards) (overhangs) (false fronts set out from walls) (similar concealed spaces) formed by combustible construction. Such draft stops should be installed so that the area of the concealed space does not exceed 3,000 square feet (279 m2) [9,000 square feet (836 tn2)] and so that the horizontal dimension between stops does not exceed 60 feet (18 288 mm) [ 100 feet (30 480 mm)j. Section 708.3.1.2.2. Draft stop construction should be defined on the plans. Draft stopping materials should not be less than -inch (12.7 mm) gypsum board, 3/3 -inch (9.5 mm) wood structural panel, 3/8 -inch (9.5 mm) Type 2-M particleboard or other approved Omaterials adequately supported. Section 708.3.1.3. FR -65 Fire resistive joint systems shall be provided per Sec. 706. INTERIOR FINISHES AND INSULATION M1-1 The interior wall and ceiling finishes should be specified to comply with Table 8-B and Section 803, 804, 805. MI -4 Foam plastic insulation should comply with Section 2602. 0,eII-9 Thermal and acoustical insulation should comply with Section 707. MI -15 Gypsum wall board shall be installed per Sec. 25511, 2512. Water-resistant gypsum backing board should not be used in the following locations (Section 2512): a. Over a vapor retarder. b. In areas subject to continuous high humidity. c. On ceilings where frame spacing exceeds 12" on center. MI -16 Prefabricated construction should comply with Section 1704. EXITING REQUIREMENTS X-16 The unlatching of any leaf should not require more than one operation. Section 1003.3.1.8. X-21 Landings at doors shall comply with Section 1003.3.1.6 and 1003.3.1.7. X-31 Elevators opening into a corridor should be provided with an elevator lobby as set forth in Section 1005.10. X-32 Stairways and handrails shall comply with Sec. 10033.3 X-43 Guardrails for stairs, balconies and landings should conform to Section 509. Note that maximum clearance between intermediate rails should be 4 inches. X-49 Ramps used as exits should comply with Section 10033.4. X-57 Exits should be illuminated to comply with Section 1003.2.8.4. 410K-58 In occupancies where the exiting system serves an occupant load of 100 or more, an emergency power supply for exit illumination should be provided. Section 1003.2.8.5. X-59 Exit signs should be provided in accordance with Section 1003.2.8 X-64 Two exits should be provided from rooms containing a boiler, furnace, incinerator or other fuel -fired equipment per Section 1007.7. X-65 Fences and gates shall comply with Sec. 1007.3.11. ACCESSIBILITY ACC -2 Garfield County requires access for the disabled to comply with Chapter 11. The issuance of this permit does not in any way imply that this building is in compliance with the Americans with Disabilities Act (ADA). It is the owner's responsibility to assure compliance, if applicable. Garfield County is not authorized, nor required, to enforce the ADA. ACC -3 Provide two (2) accessible entrances to the building per Sec. 1103.2.3. ACC -42 Ramps required to be accessible shall comply with Sec. 1101. ACC -117 Group E Occupancies shall be accessible. Sec. 1103 ACC -118 Group E Occupancies shall have accessible: a. Routes of travel. b. Entrances. c. Doors. •ACC- 119 When provided, Group E Occupancies shall have accessible: a. Stairways. b. Elevators. c. Platform lifts. d. Egress or areas of refuge. e. Bathing and toilet facilities. f. Drinking fountains and water coolers. Telephones. Seating, tables and service counters. i. Alarms. ACC -173 Group S Occupancies shall be accessible. Provide an accessible elevator or exterior ramp to the lower level. Sec. 1103. ACC -174 Group S Occupancies shall have accessible: a. Routes of travel. b. Entrances. c. Doors. ACC -175 When provided, Group S Occupancies shall have accessible: a. Stairways. b. Elevators. e. Platform lifts. d. Egress or areas of refuge. 0. Bathing and toilet facilities. f. Drinking fountains and water coolers. g. Telephones. h. Seating, tables and service counters. i. Alarms. Toilet Facilities (Section 1105.2,2) ACC -207 Toilet facilities located shall be accessible. Section 1105.2.2 ACC -209 At least one of each type of fixture in an accessible toilet room shall be accessible. Section 1105.2.2 •ACC_210 At least one of each type of element h an accessible toilet room shall be accessible. Section 1105.2.2 ACC -222 Grab bars shall be provided per CABO ANSI 117.1 ACC -274 Elevators located on an accessible route shall be accessible. Section 1105.3 Drinking Fountains (Section 1105.4.1;) ACC -315 When provided, 50 percent of the drinking fountains, but not less than one fountain, shall be accessible. Section 1105.4.1 Structural Requirements ST -7 The general notes on the structural plans indicate that special inspectors may be necessary. The project engineer shall verify what special inspections are required based upon the requirements of Sec. 1701. The project structural engineer may act as the special inspector required by Section 1701.1 of the U.B.C. Please notify the Building Department prior to construction if the owner desires to employ a special inspector other than the project engineer. Reports must be submitted to the Building Department as required by Section 1701.3 for the applicable items listed in Section 1701.5. ST -14 Provide structural details, manufacturers' specifications, and approved listings as noted on submitted plans or as listed below: 1) Sky light roof system 2) Foam panel roof system 3) LPI joists and beams Foundation Verification of the soils condition made by a licensed soils engineer will be required by the Building Inspection Department as specified in the general notes on the submitted plans. Documentation shall be provided prior to pouring concrete. FN -5 FN -10 Footings shall extend at least 36" below finish grade. Section 1806.1. FN -15 The manufacturer of concrete shall furnish to the purchaser a delivery ticket with each batch of concrete before unloading at site providing the information specified in UBC Standard 19-3. These tickets shall be saved and available for review by the Building Official. ON -17 Provisions shall be made for the control and drainage of surface water around buildings per Section 1804.7, architect and engineer specifications, and soils report recommendations. Wood Framing WF -1 Wood framing shall comply with Ch. 23 UBC and engineer specifications. WF -3 The glu lam truss details have not been provided. Please submit truss diagrams bearing the stamp and signature of a Colorado Professional Engineer and indicating design for a minimum of 40#/sq. ft. snow load. Section 1605. WF -13 Lateral bracing should be provided in accordance with Section 2320.I 1.3 and the structural engineer specs. The structural plans do not show the locations of the BWP and BWP-A panels as indicated on the plans. This information should be provided by the structural engineer prior beginning wall framing. WF -21 Installation of T..J.I.'s must comply with N.E.R. 119. Manufacturer's requirements for boring holes and cutting of joist must be followed. (i.e., flanges must never be cut or notched, etc.) WF -22 Installation of wood I joists must comply with manufacturer's specifications. WF -23 Lumber beams, rafters, trusses and joists shall be supported laterally over beams and points of bearing with solid blocking. Bridging or solid blocking shall be installed at intervals not exceeding 8 feet when the ratio of depth to thickness exceeds 5 to 1 (i.e., 2 x 10), Sections 2306.7, 2326.8.3, 2326.12.7. Exterior Wall WL -2 Provide weather -resistive barriers for exterior wall coverings as required by Sections 1402, 2320 and 1403.6.4.2. 40WL-4 Masonry veneer should be installed per Section 1403. WL -5 Install wood siding per Sec. 2310, manufacturer specs, and approved listings. Roo RF -1 A Group E, Division 1 Occupancy should have a roof covering classification in accordance with Table No. 15-A. RF -2 Foam plastic insulation used in a roof -covering assembly should comply with Section 2602.5.3. RF -4 Roof coverings should be Class (B). Table No. 15-A. Details or specifications complying with Section 1504 should be provided. RF -8 Ventilation is required in attics and enclosed rafter spaces. Enclosed attics and enclosed railer spaces formed where ceilings are applied direct to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall be not less than 1/150 of the area of the space ventilated, except that the area may be 1/300, provided at least 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least three feet above eave or cornice vents, with the balance of the required ventilation provided by eave or cornice vents. The openings shall be covered with corrosion -resistant metal mesh openings of 1/4 in dimension (sec. 1505.3, UBC) RF -11 Roof drainage must comply with UBC Section 1506 and Chapter 11 of the IPC. RF -25 Skylights should comply with Section 2409. Plastic skylights are allowed under the conditions specified in Section 2603.7. RF -28 SIoped glazing (skylights) should be designed for loads as specified in Section 2409.5. ORF -29 Metal roofing shall be installed per Section 1507.8. GLASS & GLAZING 0G-1 Light -transmitting plastics should comply with Section 2603. GG -2 Type and thickness of glass should be provided in accordance with Section 2401. 1111VG-4 Safety glazing should be provided at hazardous locations. Section 2406.4. 1.111 INTERNATIONAL PLUMBING c& MECHANICAL CODE PL -1 Provide engineered mechanical and plumbing plans as required by the Building Official. Verify requirements with the Building official prior to beginning plumbing and mechanical installations. PL -2 Plumbing and mechanical must comply with the 1997 International Plumbing Code (IPC) and the 1997 Uniform Mechanical Code (UMC). M-5 Locations of all required fire dampers should be shown on the mechanical plans as required by the Building Official. �1 PENDING SUBMITTALS 1. See Plan Correction List. 2. 1 hr assemblies wails and ceiling. 3. Engineering for mechanical ventilation. 4. Fire damper locations. 5. Fire alarm and sprinkler to Carb. Fire. 6. Glulam truss engineering r 7. Info on Skyridge. — �^t g $ r c-6 f it .4• • B&H General Contractors, Inc. 1493 County Rd.106 Carbondale, CO. 81623 BUILDING & PLANNING DEPARTMENT February 6, 2003 Re: CRMS Project Dear Sir: Just a friendly reminder as construction progresses, to have your Architect submit the following items: 1. 1 -hour assemblies for walls and ceilings. 2. Engineering for mechanical ventilation. 3. Any fire damper locations. 4. Glulam truss engineering. 5. Class B verification on skyridge. See note on sheet A4.1. 6. Please review the Plan Correction List for other required submittals. I drive by the project several times a week dropping off daughters at school. Construction is going well considering the time of year. Thanks for your cooperation with the above. Please call if you have any questions. Yours tru Andrew Schwaller Building Official 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 PFC-4354 FIGURE 7 ONE-HOUR FIRE -RESISTIVE ASSEMBLY DETAILS 0 0 000000 Jo" ttiINtrwri--.— RESIL ENT CHANNELS DIRECTLY APPLIED TO JOISTS @ 16" o.c. SUPPORTING BOTH LAYERS OF GYPSUM BOARD NECESSARY TO ACHIEVE SOUND RATINGS • ASSEMBLY A (See Section 2.3.1 of this report.) 1. Double Wood Floor. 2. TJI Joist with minimum 1-1/2 inch flange depth or Open -Web Truss. 3. Fixture protection. 4. 24 inch x 48 inch recessed light fixture. 5. Cold -rolled channels. 6. 42 Inch air diffuser. 7. Thermafiber or Fiberex-FBX or Fiberex-IF mineral wool blankets. 8. 518 -Inch thick acoustical panels 24 inches x 24 inches or 24 inches x 48 inches supported by an approved ex • osed re -rated suspension system. SSEMBLY B (Seth Section 2.3.2 of this report.) 1. 48/24 tong nd-groove span rated sheathing (Exposure 1). 2. Two layers of 112 inch thick Type X gypsum board, 3. TJI Joist or Open -Web Truss. 4. Optional 3-1/2 inch. thick glass fiber batt insulation (not shown). Sound, Test Data* W/O Gypsum . Concrete • STC = 50 . Pad & Carpet 110 = 60 Tarkett Acoustiflor IIC = 51 (1) W/Gypsum Concrete STC = 58 Pad & Carpet IIC = 54 Tarkett Acoustiflor IIC = 54 c1) Armstrong Vios/Armstrang Cambray sheet vinyl 1IC = 50 (1) (1)Requires two layers of 5/8 -Inch thick Type X gypsum board with one layer of 3-1/2 inch thick batt Insulation. ASSEMBLY C (See Section 2.3.3 of this report) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1). 2. TJI Joist or Open -Web Truss. 3. 5/8 inch thick x 24 inch x 24 Inch ceiling panels. 4: Fixture protection. 5. 1/2 inch thick Type X gypsum board. 6. 24 inch x 48 inch recessed Tight fixture. 7. 6 inch x 12 Inch opening for return air. 8. 12 inch diameter diffuser opening. 9. Steel suspension grid. 0 • INSPECTIONS At Framing: Rough in alarm. R.in sprinkler. Check locations of exit signs. Rough Electric. lhr. wall verification Accessibility. See plan notes. 2 exits from mech. Room. At Final: Final alarm and sprinkler by Carbondale Fire Dept. 20 min doors at the fire corridors. 1 hr doors at the occ. seperations. See corrected door schedule. Final electric. Final elevator. Special Inspections: Determined by project engineer 0 1 V 1 C ORUM ARCHITECTURE February 6, 2003 DEVELOPMENT CONSULTING COrnmunity PLANNING Andy Schwaller, Chief Building Official Garfield County Building and Planning Department 108 8`h, x#201 Glenwood Springs, CO 81601 Re: CRMS Classroom Building Fixture Count FFR� Y1 11,1873 flAfe Dear Andy, I am following up on our recent telephone discussion regarding the number of fixtures required in the new classroom building at Colorado Rocky Mountain School. That discussion, and this letter are part of trying to clear up outstanding issues generated at the issuance of the permit on this project. As we discussed, under a direct interpretation of the IPC this building is short one lavatory basin in each of the bathrooms when considered as a stand-alone building analyzed under the occupancy standards in the UBC. We ask you to consider that the design and operation of this school, as a private prep school, leads to a lower occupancy rate than the standard for classrooms in the code. We also wish to ask you to consider this building as part of an aggregate campus including several academic buildings, each of which has public restrooms that are all available to the building users. We believe that if either or both of these considerations are acknowledged the fixture count in the design documents is more than adequate. I will address the actual occupancy first: The school is operated as a private half -boarding high school. The student population has been stable for several years at approximately 167 students and 33 faculty members. The approved master plan for the school, on record with the county, identifies a peak population of 250 students. The academic curriculum consists primarily of seminar (small group discussion) format classes. The design maximum class size is set 46 students for the standard class, with only a couple mixed curriculum classes meeting in a larger group format. The current actual average class size is 12 students for the standard class. The new classroom building will contain nine classrooms, eight standard ones and one large one. There are three other buildings that contain academic classrooms and many more that serve specialized programs such as art and music. The "barn" building contains three academic classrooms in addition to the library, a computer lab and the performance/meeting space. The Science building can accommodate four individual classes. The "Bar Fork" has five classrooms, although three of these are to be converted to other uses once the new classroom building is completed. When the new classroom building is completed it will include nine of the 17 academic classrooms on campus, (or 53% of the total.) If the total area of classrooms (5,678 SF) is divided by the standard occupancy of 1 person per 20 SF the population of the classroom building would be around 284 persons. This is 140% of the entire actual student and faculty total and more than the approved master plan would allow. Since this building contains 53% of the classrooms, one could project that it would accommodate around 663 Lincoln Avenue, Carbondale, CO 81623 970 963-0212 FAX 970 963-2037 e-mail cvcforum@sopris.net �r u February 6, 2003 Page 3 all of the dormitories.) We therefore make the case that the campus functions as a unit and that there are far more facilities than required when taken in aggregate. Conclusion: My office has worked on many multi -building teaching facilities and has always found the building officials receptive to considering the actual usage of the facilities and considering the overall facility as a working unit. In this case the number of fixtures provided in the new classroom building is adequate for number of students and faculty that would ever be in the building under normal operations of the school by any of several methods of calculation. In most cases by nearly twice what is required. Similarly, the total number of restroom facilities within the overall academic portion of the school far exceeds the number required for the population by 3 to 4 times. As such we feel that the occupants are adequately served by sanitary facilities and the two additional lays shouldn't be required. If the building and planning department is concerned that a future change in the type of school would change the occupancy of the existing buildings, it is important to recognize that this would subject the school to a modification of the master plan. In that process the county would have the ability to require any modifications needed it were determined at that point. Please feel free to contact me if you wish to discuss the analysis further. We appreciate you consideration in this matter. Sincerely, Jkoi (-b Joede Schoeberlein, Architect cc: Jim LaFramboise, Colorado Rocky Mountain School Steve Eichhorst, B&H Contractors 663 Lincoln Avenue, Carbondale, CO 81623 970 963-4559 FAX 970 963-2037 e-mail cvcforum@sopris.net a 0 4 February 6, 2003 Page 2 53% of the students (+faculty) at one time (if all of the students were in an academic class at once.) 53 % of the students (167 x 53%) + 1 faculty member per 12 students = 94 persons. This generates a need for 2 W.C.s and 2 lays. The same calculation using the maximum school size of 250 students and one faculty member per 12 students yields 143 persons. This generates a need for 3 W.C.s and 3 lays. In either case the number of fixtures called for in the construction documents (7 W.C.s and Urinals + 4 Lays) would be adequate. With the current school population and class size the peak occupancy of the building would be 8 classrooms at 12 students + one faculty member and one classroom at 20 to 24 students with one faculty member. This would bring the building peak total to between 125 and 130 persons. If the school grew to its peak classroom size across the board the peak occupancy of the building would be 8 classrooms at 16 students + one faculty member and one classroom at 24 to 32 students with one faculty member. This would bring the building peak total to between 153 and 161 persons. This generates a need for 4 W.C.s and 4 lays. Again, in either case the number ofrf'xtures called for in the construction documents would be more than adequate. By either method of calculation, distributing the total number of students into the total number of classrooms, or projecting a totally full building at the schools standard class size, the fixture count required is about half of what is required when using the standard occupancy calculation for a classroom occupancy. This is intuitively consistent when you consider that the actual class size in this school is half the size of the average public high school. The rooms are still about the same size because the school uses large tables and separate chairs, typically arranged in a circle or horseshoe, rather than chairs with writing pallets (which are smaller.) Secondly, I will address this building_as part of an aggregate campus including several academic buildings, each of which has public restrooms. The school has four buildings that contain academic classrooms (the distribution of these is enumerated above.) The bathroom fixtures are reasonably, though not completely evenly distributed amongst the four academic buildings. The fixture count is as enumerated below: Male Female W.C.s Urinals Lays W.C.s Lays "Barn" 2 2 2 2 2 "Bar Fork"Activity area 1 1 2 2 2 "Bar Fork" Classroom Area 1 2 2 2 2 Science Building 1 1 1 1 1 New Classroom Building 2 2 2 3 2 Subtotals 7 8 9 10 9 Combined Totals W.C.s = 17 Urinals = 8 Lays =18 Based on the total count of fixtures, (using the sink count as the limiting factor) the maximum allowable population for classroom a occupancy would be 900 persons or 4.5 times the current school and faculty population and about three times the maximum population under the master plan maximum. Though the classrooms are in separate buildings, all of these buildings are fairly close together, the students move freely between them, and as regular users of the building the locations of all of the restrooms are known to all of the students and faculty. (In addition to the restrooms in the classroom building there are publicly accessible facilities in the nearby administration building and 663 Lincoln Avenue, Carbondale, CO 81623 970 963-4559 FAX 970 963-2037 e-mail cvcforum@sopris.net rie • Andy Schwalter From: Andy Schwalter Sent: Monday, February 10, 2003 11:51 AM To: 'cvcforum@sopris.net' Subject: CRMS Classroom Building Fixture Count Joede Schoeberlein Civic Forum 663 Lincoln Avenue Carbondale, CO 81623 Dear Joede, I have reviewed your letter of February 6,2003 and agree that the design number of plumbing fixtures will be adequate for the main floor of the Humanities Classroom Building. Your assessment of the actual occupancy is a reasonable review of the building's requirements. Actual plumbing fixtures for the basement level can be determined once these areas are converted from storage. Please call if you have any questions. Yours truly, Andrew Schwaller Building Official Garfield County Budding Dept.