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HomeMy WebLinkAbout5061 No. 5061 GARh7ELD COUNTY BUILDING, SANITATION and PLANMVINGDEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 1493 County Road 106, Carbondale Nature of Work Building Permit Use ofBuildiug Gym /Recreation Building owner Colorado Rocky Mountain School Contractor Diemoz Construction Amountofpermit$ 3,365.17 Date March 28, 1994 Permit: 2,039.50 Plan : 1,325.67 Plan Check Fee $1,520.67 paid 3 -3 -94 receipt #881 S. Archuleta Clerk 1 } 9 + r ~ t -T ..r GARFIELD COUNTY *A 0 3 1994 APPLICATION FOR BUILDING PERMIT / PEIUILT NUMBER ( 2 A riciesE604P Iett9t4- please prhit or type DA'Z'E a _ T0 BE FILLET) OUT BY APPLI ! ���"" _ __ - - - -- PLOT PLAN ADDRESS, 14-93 Co, Z . �LiaT' �15r.e\gt..__ NOTE: Show easements, property line dimension: SUBDIVISION _ all other structures, specify north, and street 1 - : .d PILING 11 L07' Il __ BLOCK II name. For odd .shaped lots, or if space is W _— A TAX SCHEDULE (1 01015g _ Loo small, provide separa Le plot plan. LEGAL (SEC /TWW /RNG) •S 33 -x-75 . lI OF BUILDINGS NOW ON PARCEL rG NAME Colo • _ !4 - US OF BUILDINGS NOW ON PARCEL _ _ W MAILING ADDRE 1413 C. _1� __ - -- - - - - - -- — o p CITY Cjseloo-yAl4a 7 PHONE; 96,3 G62 / w NAME _stn 2. 6 i . AtJ - t . •yr//iMTED VotunT/o . 600 tot. � .� 2 ADDRESS I 515)4. 290 2. t o GieM � n a NAME �� t2w»o2. - - - -- q f ) ' o . 6 / ti ADDRE '4! S S �LI�� Y� • - - - - -- - -- 74014N C . H fl • / + 16 CITY ., &v,w..,� a _ O Pf7ONE e1,44. LI I> /Q 3339 -So CLASS 01 - - -- Jl'W ALTERATION .� ADDITION • -7 ela`p0c.)`— r 'EMOLISfI REPAID MOVE _ 05 roBILE IIO)!E (make /model) _ ,f7 . 7 7 -,, 77- ,f c,:_-- . F. OF BUILDING S.F. OF LOT 7/ 5 _ OF FLOORS HEIGHT S 7'6 / ' / ' OF FAMILY UNITS P. OF - BEDROOM ` fNTENDE'D USE OF BUILDING ; rlRAGE: SINGLE - _ DDL._ CARPORT: SINGLE_ DBI. FRONT PROPERTY LINE 'IREPLACE _ DOCUMENTS ATTACHED s'l'REET NAME /ROAD NUMBER ✓ATER SUPPLY . _ cnccic IF CORNER L01.' DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED G 1/jyp /6?....QEr¢Tl0AL I T'E PLAN _ 1 -- -- B.� L n / N (o • / —. BUILDING PLANS 4" ..-- SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this IN SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I 'MT7IER DOCUMENTS (specify), agree to comply kith all county ordinances EWfim.treb 09t.u4T /vim • (P00000,a0 and state laws reg.Lai: ug b ilding constructic SIGNnIUI :' Ol i/S FOR OFFICE USE ONLY VALUATION ,j Oo7/ coo 51.47U -C/ 7 FLOOD HAZARD PERMIT FEE $ 7(?_ 9 i=-V LAN CHECK FEE $ 61 17,25 CERTIFIED BLDG ELEVATION TOTAL FEE $ '� jCjr;/ / 7 SCROOL IMPACT FEE $ %' SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT _ PROBLEMS 7711'11 PERMIT' TYPE Or OCCUPANCY /9 17 - 2 TYPE OF ,CONSTRUCTION �-Jr/ ADDITIONAL INFORMATION NEEDED S.F. 0P ILD BUING 00 S.F. OF LOT IIAX. HEIGHT .24C ROAD CLASS, CERTIFIED BY COLORADO REGISTERED LAND SURVEY01 SETBACKS FROM PROPERTY LINE: FRONT _ OR ENGINEER _ - REAR _ -__ RIGHT LEFT _ VP sum - G SPACES REQUIRED — ,D /' -7 4-:,,,,,,Y r 10 25 fr r G�f� _ AFPI70VED: x/ ... ✓'1' DAT'I, PLANNING DEPARTMENT DATE • No. 5061 GARFILD CYJUNTY BUILDING, SANITATION and PLANNING DEPARTMENT' 109 811 Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 • • Job Address 1493 County Road 106, Carbondale Nature of Work Building Permit Use of Building Gym /Recreation Building Owner Colorado Rocky Mountain School Contractor Diemoz Construction Amount of Permit$ 3,365.17 Dote March 28, 1994 Permit: 2,039.50 Plan : 1,325.67 Plan Check Fee $1,520.67 paid 3 -3 -94 receipt #881 S. Archuleta Clerk I ' l I . 1 T P'I l r7 II' 4A I z TI I�V1w�"in r �' TI WHIT 111 1 " . 11 - i l VII I I I 1 1 1 1 Ir. 1 1 11 l 1 I I l i I I I .! 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I II 1 11 1 .1, 1 1 �1 I II 51 1 II II111t-111 111 1111 II II III 1 v 1 1r i4 1 1' 1 1 1 - { 111 1 l! 1 1 1 ; I III I 1 ! 1 1 1 -I 1 f _ J ti I i. J111 .+Wi A y y ' v 1 i 1 1 1 1 II - �I l' 1 I 14 1 l "� 1 1 I ,1r 1 ! 1 1 r 1 1 11 1 9 J I I 1 `1 III J I ° i 1 J III I y F _ r r A y 1 . ' ' 1 1 p � r ,l i 111 4 $ 1 III i 1 91' 1 1 1 11r ' yl j I R ir 11 4 11 .� � 1 y _I 4 1 1 1 1 r 1Y • I ({r t 1 - ' t 1 IIH 1 !„ , 1 3 V r .11 I MRm' 11 1 r { I } 1 h . - n ' P 1 e I r� 1 II I • I I ,' I'i � I u W YII , r 4 . . 11 j1,. . r . , , , 1 ��' �:;; GARFIELU COMM MAR 0 31994 A'LLICATIOtR FOR isUILUINC .PERMIT cs PERM NUMBER 60 ALWEISID WIW•� y please print or type DATE 3 -ai TO BE FILLED OUT 13Y A.'1'L1CAN'C / �ee� PLOT PLAN - ADDRESS 149 Co e 10� Cd rbs,aca,_ NOTE:': Show easements, property line dimension: SUBDIVISION all other structn es, specify north, and street - FILING 11 LOT I1 1JWCI( f1 Warne. ? Fo.r.' odd .shaped lots, or if space is el -- k 1'AX SCHEDULE (1 010158 too small, provide separate plot plan. LEGAL (sEC /Tf7N /RNG) "S.33 775 , vi _ 11 OF BUILDINGS NOW ON PARCEL r' NAME �ioie. — -- USN OF'. BUILDINGS NOW ON PARCEL _ I MAILING ADDRESS �d p4 ( D o c.ITY rar'la0 PHONE 9(o3j -2 562 O 0'D. o `� — NAME t �, 1.191_- - r s, -- — WF-77 ring TED Vetufina� • 6P) o . k w ADDRESS ft, S0)4 ' o 2 CITY TY �Z12at1z+t�._ K NAME 87;¢n„oz _ A ,. � . ' ) � .5 0. b 7 / u 1; - ADDRESS ai�4 - �e-r . • A" ei*e-k ( -_ -- CITY L@.,,�,{,od_ 39•So 8 !IIONE c1*Cj • /.."11 LIU CJI (Q •/ _ CLASS OF WORK ----- - -- --- -- - -- EW ALTERATION •.."' ADDITION ✓ ,j tit" / eni 0 t — c 'ENOLISII REPAIR _ MOVE n 059 -5 � ee`1 n /! aMILE HOME (make /model) _ - __ - - -- - - -- _ - j .� < rio 7 4 „,,,,-- 464-- :.F• . or BUILDING S.F. OF LOT /i ,5 -4"--- ' novas OOas HEIG OF FAMILY UNhTS 1!. 01' 'BEDROOMS 3/ � / NTENDED USE OF BUILDING ARAGE: SINGLE__ DBL. CARPORT: SINGLE DIJL _ IAON'T PROPERTY LINE 'IREPLACE DOCUMENTS ATTACHED _ STREET NAME/ROAD NUMBER JA TER SUPPLY _ CHECK IF CORNER LOT 'IRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED L/ a 'L ' /0/11 LITE PLAN ` Iji1.0.I� ' . 'WILDING PLANS ✓ 'IAN13'ARY SEWER CLEARANCE I hereby acknowledge that I have read this ?N SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I ?WW2 DOCUMENTS (specify), agree to comply i✓ith all county ordinances Eijimivr o ✓f)LC(AT /DAJ • t'oo •s2 and state laws re lating b ildiny constructic L SIGNATUI CW ,,1S FOR OFFICE' USE ONLY . VALUATION 5 000 /7l2T'✓S/ rL R oov RAZAD PERMIT FEE $....2 E ? 5 CHECK PEE $ // 325 CF:RTIFSED BLDG ELEVATION TOTAL FEE $ _ C6 /75C1OOL IMPACT FEE $ t"' .SPECIAL CONDITIONS DATE PERMIT ISSUED __ ZONING DISTRICT J'ROBLEAIS KITH PERMIT TYPE OF OCCUPANCY /7 5-2 TYPE or CONSTRUCTION Tr/V - ADDITIONAL INFORMATION NEEDED S.F., or BUILDING 7goo S.F. Or 1:01' -- - NAX..IIEIG1T 2.0 ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYO1 SETBACKS FROM PROPERTY LINE: FRONT _ - OR ENG1NEER . REAR - EMIT LEFT ' OFF STREET PARKING SPACES REQUIRED APPROVED: ! �C!( ��� AI'PR7VEU:� >/ 44 5/ 25 fri BUILDING DEPARTMENT DACE / PLANNING DEPARTMENT DAM ---- '. ' - n ~~~`--__' /4 1 Lb(:),9 / ro p,)ifiec4 61,vms/07\ fi--(769,,,c 8/, i ae,c7mzexir az-i ("e(),F4n9/ _Z illei-e. 42e /2/97 P .d lifr/), rb/gthaeo % / J ,r-:- 2/,:(-;Z Geld County Courthouse,'' Glenwood Springs, Colorado 303 - 945 -1377 Fax Cover Sheet To: POP X 476 0 Company: C h S Fax Number: ?CJ ?YC 0000 From: oar /ICCJ CL / P_O (//f. CO Date: P — / 7 r6 x C/` /S 278 Number of Pages (including cover page): 3 GARFIELD COUNTY BUILDING AND PLANNING AGREEMENT REGARDING CERTIFICATE OF OCCUPANCY WHEREAS, Colorado Rocky Mountain School(hereinafter "Owner ") has applied for a Certificate of Occupancy for a gymnasium and recreational building located at 1493 County Road 106, near Carbondale in Garfield County, Colorado under permit No. 5061 and, WHEREAS, the following items have been determined to be apparent defects or deficiencies at time of final inspection: 1. The installation of the siding has not been completed by the General Contractor. and, WHEREAS, the Owner is willing to make certain assurances and agreements relating to these identified code deficiencies and on the basis of such assurances the County is willing to issue a Certificate of Occupancy. NOW, THEREFORE, it is agreed as follows: A. The Owner agrees to do the following: Deficiency No. 1. ACTION REQUIRED OF THE OWNER: The Owner will complete or cause the completion of the installation of the exterior siding in compliance with requirements of U.B.C. (Uniform Building Code) Section 2516 (g) . FURTHER ACTION REQUIRED OF THE OWNER: The Owner will complete all work described herein and request inspection of all work by the Garfield County Building Department. All work shall be completed in compliance with the stated provisions of the codes currently adopted by Garfield County in a manner that will enable approval of all work. All work, inspections and approval of work shall be completed within thirty (30) days of the date 1 109 8TH STREET, SUITE 303 • 945-8212/625-5571/285-7972 • GLENWOOD SPRINGS, COLORADO 81601 of signing of this document. B. In the event the Owner fails to perform as agreed on any of the above, the County may revoke any permits which may have been granted to the Owner. The County may require the habitation and occupancy of the house cease immediately. C. This agreement is binding upon the heirs, successors in title, and assigns of the parties. County of Garfield, Colorado Ir By: By: for Colorado Rocky Mountain Sch. Art Hougland, Chief Building 1- icial Date: Date: /7 CRMS01.94 2 GARFIELD COUNTY BUILDING AND PLANNING AGREEMENT REGARDING CERTIFICATE OF OCCUPANCY WHEREAS, Colorado Rocky Mountain School(hereinafter "Owner ") has applied for a Certificate of Occupancy for a gymnasium and recreational building located at 1493 County Road 106, near Carbondale in Garfield County, Colorado under permit No. 5061 and, WHEREAS, the following items have been determined to be apparent defects or deficiencies at time of final inspection: 1. The installation of the siding has not been completed by the General Contractor. and, WHEREAS, the Owner is willing to make certain assurances and agreements relating to these identified code deficiencies and on the basis of such assurances the County is willing to issue a Certificate of Occupancy. NOW, THEREFORE, it is agreed as follows: A. The Owner agrees to do the following: Deficiency No. 1. ACTION REQUIRED OF THE OWNER: The Owner will complete or cause the completion of the installation of the exterior siding in compliance with requirements of U.B.C. (Uniform Building Code) Section 2516 (g) FURTHER ACTION REQUIRED OF THE OWNER: The Owner will complete all work described herein and request inspection of all work by the Garfield County Building Department. All work shall be completed in compliance with the stated provisions of the codes currently adopted by Garfield County in a manner that will enable approval of all work. All work, inspections and approval of work shall be completed within thirty (30) days of the date 1 109 8TH STREET, SUITE 303 • 9454212/625.5571 /285.7972 • GLENWOOD SPRINGS, COLORADO 81601 of signing of this document. B. In the event the Owner fails to perform as agreed on any of the above, the County may revoke any permits which may have been granted to the Owner. The County may require the habitation and occupancy of the house cease immediately. C. This agreement is binding upon the heirs, successors in title, and assigns of the parties. County of Garfield, Colorado By: By: i / /s„.s for Colorado Rocky Mountain Sch. Art H ugland, Chief Building 1 ficial Date: Date: // -<-7‘7-27 CRMS01.94 2 .._ � iernbZ- 21574 �. Rec enW Kea- & HEPWORTH- PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 April 19, 1994 Fax 303 945 -8454 Phone 303 945 -7988 Colorado Rocky Mountain School Attn: Dick Herb 1493 County Road 106 Carbondale, Colorado 81623 Job No. 194 164 Subject: Observation of Excavation, Proposed CRMS Gymnasium Addition, Carbondale, Colorado. Gentlemen: As requested, Hepworth - Pawlak Geotechnical, Inc. observed the excavation at the subject site on April 13, 1994 to evaluate the soils exposed for foundation support. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our proposal for construction observation and testing services to Colorado Rocky Mountain School, dated March 17, 1994. The proposed gymnasium addition will be a steel and concrete form wall structure with slab -on -grade floors. Foundations have been designed based on an allowable soil bearing pressure of 2,000 psf, an equivalent fluid unit weight of 40 pcf and a sliding coefficient of 0.35. At the time of our visit to the site, the foundation excavation had been cut in 3 levels from 1 to 3 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted primarily of natural, dense, slightly silty sand and gravel. The soils exposed at the center footing placed in the sewer line trench area were on compacted fill. The soils exposed at the southwest footing area where it attaches to the existing building consisted of silt and clay. The subgrade at three interior column pads in the south portion of the excavation consisted of on -site fill. No free water was Praomle observed in the excavation. We recommended to John Diemoz via telephone to remove 4/, i 3.9� the fill under the interior column pads and the silt and clay under the southwest wall ✓ ro�kr footing. The footings should bear on the lower undisturbed natural gravel soils. The e m plain( center continuous footing can bear on the trench backfill where it crosses the sewer 6ou p,L GYM trench. Density testing was not performed during baclffilling of the trench but we etall /b. understand that it was backfilled with compacted on -site granular soils overlying 2 to 3 feet of flowable fill. SV; Considering the conditions exposed in the excavation and the nature of the proposed �dy .6 construction, spread footings placed on the undisturbed natural coarse granular soil designed for an allowable soil bearing pressure of 2,000 psf should be adequate for {1 support of the proposed gymnasium. Footings should be a minimum width of 16 inches pega JnP,D for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at ✓ H- /3 -91 e-S) t the foundation bearing level within the excavation should 6e removed and the footings R6 i„R l'oni APG?ep pp AeL Oralt6S. G'� Colorado Rocky Mountain School April 19, 1994 Page 2 extended down to the undisturbed natural coarse granular soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported Length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 40 pcf for on -site granular soil backfill. A coefficient of 030 can be used to resist sliding for footings placed on the dense gravel soils. A perimeter foundation drain should be provided to - - - - - - - = -- prevent -tempara y buildup of hydrostatic - pressure - behind the-walls prevent wetting - of the lower level. Structural fill placed within floor slab areas can consist of the on -site soils or a suitable imported sand and gravel (such as 3/4" base course material) compacted to at least 95 % of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GI�f'ECHNICAL, INC. ` e i �� R f�j °j ��is a � b .,_,,, j 4 : • k. trA 4443/ CC ' �ff.Jr3 Si-Pic Daniel E. Hardin, 1 /i c� /�7ACa!�le Rev. By: SLP �� 4? — U/Y�y /72Q r y. i�INyl� n 11111 �0 o DEH /ro GRKC�J eVia $ePl fu? . hi?I g. ('o , H - GEOTECH // ��// p� rl Q DI e 7 v�g a J W C/ /,.. DIEMOZ CONSTRUCTION CO. i JOB 4 fr) � Since 1948 SHEET NO. OF 214 Center Drive DATE y /1 - 97 GLENWOOD SPRINGS, COLORADO 81601 CALCULATED BY (303) 945-6712 945 -7460 FAX CHECKED BY DATE SCALE 6;er/tree/kr r R3-b/ a rit- c C, , so2L__ el 47 F0129F "77/7/ , ...bd c ; , . .......... cry -e 0 c_52.272.9 roans/746 frer . 77/ (D tvo ?ere 7 ovor geiCil) Rea . ,ob AA bie/9.26-- V-7---73&--- r , L.. , , , : . PPaOUOEAI - IkaasMxs)Eas - 1 CPSdid) /nm /® Ix.,&olw.Iha 0117I.Ta No PHONE TOLL FREE I-a O. 5-€ O • • BAKER FALLIN • ASSOCIATES INCORPORATED - .F ARCHITECTURE AND PLANNING p, T� MAY 2 0 1994 May 18, 1994 GiAFiFELD COUNTY Art Hoaglund Garfield County Building Department 109 8th Street Glenwood Springs, CO 81601 Re: CRMS Student Activity Center Gymnasium Wall Carpet Dear Art: Thanks for meeting with me today to review the carpet submitted by Diemoz Construction for installation on the walls of the Colorado Rocky Mountain School gymnasium. The carpet we reviewed was the Zodiac 30, 36 commercial carpet manufactured by Aladdin Mills, Inc. A copy of the product test data is attached for your files. After a lengthy review of the manufacturer's data and test results of the American Carpet Laboratories, Inc. you approved the carpet for installation on the walls because the carpet has a NFPA Class I rating. Sincerely, Baker Fallin Associates, Inc. • JJ�n R. Baker, AIA cc Dick Herb, CRMS John Diemoz, Diemoz Construction, Inc. • JOHN R. BAa<ER, AIA, President • RICHARD A. FALLIN Vice President • DAVID E.K. PANICO Associate 1280 UTE AVENUE • AsPEN, COLORADO 81611 • 303/925 -4252 • FAX 303/925 -2639 715 GRAND AVENUE • GLENWOOD SPRINGS, COLORADO 81601 • 303/928 -9704 • FAX 303/928 -9628 s ODti 1CCe2 Cti I/eeav gs FLNisk SC,y OtE- C!'M..5 -.Kit/1r /0/ C64/7 9/7111# Wpm_ Name e No, ... FlaVRS 1 1I1 IF I� 1� tl I i it-' ' . I I , 1 ' : 1 i p . tl , - i 4.-1 , r 1 , 1 nv67/ Rl_ 0 4; S77, 5>a€4 ? Rifill - N • • S; 09677 claci(,6 • • { to,3BY cietar jre e 6o6k6es • • womb sibierM • • ruo42a6 1. - it odpus . aor# • • se's/ voromor ®• • •- ...._ .... _._ -- - - - . . , . . .., . . , . • _American Carpet Laboratories, Inc. _ 111 West NashvIllo Street P. 0, Box 357 .• Ringgold, Giorgi. 30135 • „ , , • '. . ,- • Phons:(4011035-56/2/5573 , • . , , • : ' , . . r 'NUMBER 134-3890-1 - 1 ,..;. . June 24, 1991 ' CLIENTr: Aladdin Mills, Inc. , . : , , . . ..• ,.. 0. Box 2208 ;T' GA 30720 ' • . . 5 . . . . , . . , SUBJECT; One (1) sample of carpet submitted and identified by client as noted below , - . 4-• 4 was evaluated to determine the critical radiant f1 via the Flooring Radiant Panel test. ,,.. . . . , . . . . . Test Number 134-3890-1 Carpet style - "168", ActionBac. . . . . . , • • The test was conducted in accordance with ASTM resignation E 648, "Standard Method of That for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy 41t11 Source", Federal. F Test ethod 372 dated August 31, 1977 and NFPA 253. The test specimen were direct glued to sterling board. . . . • TEST Resuurs ' . • . ' %eat Specimen No. 1 No. 2 No. 3 Critical Radiant Flux, watte/on t2 0.46 0.50 0.52 .,.. Total Burn Length, an . 41.6 38.3 . - 37.1 . .. Time, Minutes .. 49.0 • 41.2 ' • 43.7 • , . , . . .,• . , . . Ca4CLUSICK . . . . - The'Average Critical Radiant Flux is 0.49 watts per square centimeter, the estimated Standard Deviation is 0.03 and the coefficient of variation is 5.9. The sample . . . 'tested meets or exceeds the requireuents for NFPA Class I. .. •-, , . . J . . l es culpi:: INC. . ( rchael . 11, President . .,, . . ._ 0 • . / 4 3 ' . , . . • Pd tootoopenclectoo and wort* from 00100Can Carpet Loborldorlal, Inc. ma Icy 04 rfacknivir and Ovate Pad of th• / . Vent to *nom ihay we addralf4d, and Ihed communication to any pow porton to nerons or Ms use of Ow nand .1 Atnirtean CWOC Labotaforiat Inc. must weirs our prior *anon approval. Ote oorroapoodenca and rooms appal onry la ma arunpf. t.,,.� and we not meowing Indicailva of 005 exakttes of socuonw idonlicaj or 4011ar _ PICKMit Th. dornmoondanoo and raporta and Ow ammo of Aniteitan Caro0 Laboratories, No., 0 145 Saab 0 _ _ „arm -- . VT' -7 /1" 1 .....,....„..._...4......7.z...„...,...::,._:_.........,......----,,•ti•a:14:.:...,".tat.::*44'..Mitt...t •. • . '-^-4...,-"tto V at :t NUMBER 134- 3891 -1 ,t �r 3une 24, 1991 Attathnnnt to Report r 0 Carpet style - "168" Flaming Mode Chamber Terperature 97 98 980F. ay ; .. .. a 'wa • : 4p Specin a Nlunber 1„ 2.. 3 ''-' Av9. Mininaun 9 Transmission 5.66 4.46 10.2 6.79 Time To Attain 'A4 (minute) 5.0 6.0 6.5 5.8 Maxinaan Specific Optical Density (D 164 178 132 158 Clear Hearn 12 15 C EMC (Corrected D 152 163 123 146 Specific Optical Density (D At 1.5 Minutes 117 71 59 82 Specific Optical Density (D At 4.0 Minutes 162 167 110 146 ; ^'? • e T •w • • Independent / Textile TEST NO. 7(5bn 3912 P.O. Box 1948 . Service, Inc. 1503 Murray Ave. Dalton, Georgia 30722 -1948 • Phone 404 -278 -3013 • Fax 272 -7057 Customer: Aladdin Mills, Inc. March 20, 1992 Subject: AATCC 134 - ELECTROSTATIC PROPENSITY OF CARPETS TEST CONDITIONS: 70 DEGREES F. 20 % RH SAMPLE IDENTIFICATION SOLE* UNDERLAY KV STEP •KV SCUFF • Style: 168 1 H -J 1.3 1.5 Secondary Back: Woven Synthetic 1 H-J 0.9 1.6 2 H -J 0.3 0.6 *SOLE 1) standard Neolite 2) Standard Chrome Leather 3) UNDERLAY: Plate /A grounded metal plate approximately 3'x 4'. H -J/ A standard 40 oz. /sq.yd. rubberized Hair /Jute cushion approximately 3'x 4'. • A&tH ORMSIGNATURE ken. e w d man an t« w da•a ar - d w .. a n le whoa thy as .ddn.nd. and that Nnd anninu en wry Ann. a l� w. un d nan. Ie4p.we d bs. mus aoM au pdet wd in pmN Our Ne.n .nd ap.ro •pp only h d....mp1. MSd an�u..d n.ww«ty bdkahe a w quaJMn Nsl under a Idemka «.w a T w ap a b .nd lava y .nd ddwId.p.ada+�M.Aal..!Atka 6a:.. n ra b k. awl Wale any WCv Warx. k. adwagll{b Ss g'fl pu61k. • American Carpet Laboratories, Inc. • Naahvllla Sires; : P. 0. Box 357 Ringgold, Georgia 30738 4 , Phone: 1401) 036-6872/6873 x , �' C ' la d 1 REPORT OF 'LEST NUMBER 134- 3891 -1 June 24, 1.991 an n':' Aladdin Mills, Inc. P. 0. Box 2208 M1, Dalton, GA 30720 SUBJECT : -' One (1) sample of carpet sukmitted and identified by client as noted below was evaluated to determine its smoke density characteristics, SAMPLE ID tIFICATICN Test Number 134 - 3891 -1 Carpet style - "168 ", ActionBac. TEST MEEitOD Sttr:ke Density tests in Flaming Mode were conducted as specified in ASTM Test Procedure ill 662. The value reported is the average of three tests. Operating conditions were as follows: Radianeter Output: 8.6 NV Irradiance: 2.5 watts /sq. an Furnace Voltage: 103 V Burner Fuel: Propane Pressure: Positive Under Three (3) Inches of Water TEST RESULTS Test Numbtr 134- 3891 -1 Flaming Mode Average i N Corrected Maximum Specific Optical Density B 146 CAN LABORATORIES, ENC s lc Pr es t M CWraWOM1M dCf .ntl /soon" from American Carpet Laboratori.., ITC, We for IM .aCIp.1Y. end pWN. N tn . of . be / •� ' at to wh tMy ra agsn..d, and Moe communicalgn lo My *thin pl./Mil 0, pt.on. or IM use of M. .,.in. F�V- -1 .f f..ba agony. n Our d c t w o ? .porora CV W IM l.ppfa apply pr tO to In* In. sample po alt lo. and r. Tat ot n.oetas sar indicative o f IM pC. r.s al ap y .. it Or simile products rua . The f lo W W W aM1danc 1M and cw pons antl damn of AmO Carpet I,.po,aIoiI., lolla., Inc o' .. a its ..ale s fel M Ww r. ,p1 10 71 uncle, sly CVCVn{1N1Cy N aev.niNnd to I n. general pub4C, INSPECTION WILL NOT BE MADE UNLESS n THIS CARD IS POSTED ON THE JOB fi» i - 24 HOURS NOTICE REQUIRED FOR INSPECTIONS of h i BUILDING PERMIT r '.I� GARFIELD COUNTY, COLORADO 3-2k ? JotsI ' y � N i "� Date Issued toned Area _ Permit .4i- ,6 ;, AGREEMENT i',� �� 0 In consideration of the issuance of this permit, the applicant licant hereb agrees to 1 with '- � t 4 e IP hereby g rees comply - '.: all laws and regulations related to the zoning, location; construction and erection of the , , e ,tai -^,h k' proposed structure for which this pertnit is granted, and further agrees that if the above ty 4'A'° s said regulations are not fully complied with in the zoning, location, erection and , 43 MA construction of the above described structure, the permit may then be revoked by notice :114tt front the County Building Inspector and IMMEDIATE BE OME NULL VOID , • e . use 19174Wrf710$ it eX /sr /rc mfirta1' p r ac " 44 Ar yl ei Address or Legal Description /9? 3 C00/ Rot"' /O6 Cf/I/er CIl 5 9 //s /IQZ. raiVre '. i. a Owner Contractor Setbacks Front Side Side Rear • , 5 C74 This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. Ate; INSPECTION RECORD � • (! fi :toning Roof Covering 15:4 1s s1 , Electric-Final (by STATE inspector) nN :04 • Footing ,/ n /', ,, 410: " -' a l Foundation u q 3 d ; Plumbing- Underground '� ' r - ,- Gas Piping Heating Ventilation - rPy 1' Fram c v i c t 2� i r d —ff _ Insulation a e� "� 8 � � 971:5 r�> - aL � - N v � °� Plumbing Rough Drywall , a > If Electric -Rough i <,i', ,44� ,c v e (by STATE inspecto) (.1,7L- 4." F c 4 ( r ll / (� �,wr Iv y ! MI _' ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — - - - - ' *, `%' c:, WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. ��# r , c� °; THIS PERMIT IS NOT TRANSFERABLE ■ ro w u ,-, 3 / 4 41 '`� Phone 945 -8212 109 8t1 Street, County Courthouse, Glenwood Springs, Colo. , 1 APPROVED DO NOT DESTROY THIS CARD � ▪ : .7 By i �(sz I 43Gw ' f?ate - � 7 , W fr _✓ }}''TT t, - IF PLACED OUTSIDE -COVER WITlf CLEAR PLASTIC t' - S S S C,nS' i f � y C '1f - 4 . � r t v t , 'w N.�t >A�w4.k+'. 3 d "In, 0;7:4:44: ft h h �' z ,t v . � c q '' ',"4.7.14'")i• : " r a 5 7. 5 4 !,...,, <. - '.a1 r t", q @e 1 8!Cra ; *rkn^ � i, 4,C WM': • .v.. •. 9 .a? . O v m C o o y O U W 0 O OD W O H y O U � ! G Z m Li o f 0 A o O C � Q 0 G O y v U f O 0 0 , 0 0 ° l u .. N v ▪ o v R4 I-I t CQ -0 OD o la iai y + v 0 d t • V 114 411, 44 0 4 0 o v D el '^J 0 o 0 L V 71--1 11 C. c T. ^ **1 = 0 o N 0:1 J l--1 N .- d z `� SI R I O i ~ - 0 0 cn nw VJ VJ - • � 0 O O O 4+ ^ r ` o . , � O b y a� o • O O cn ci O A = C/1 '- V CC R �` 41 7 In _ V • ' U C v 0 1 -. �r .. N_ t 0 u a O C pro " C; 5 c + G U v, p u ° ;o Liti O C'illa et I !I hzi M O " G o \ e ° y1_40 • , O N H £ C d O 1r CC G b . .y y �+ r iota o `~ o ? N a., y 1, U W +t v �+ y HP N b 7 7U ‘4411110 Oi a R'i N U V C'O u ca 0 r. 7 N N t o 0 O O= _ F. i In CO U -0 • �� V rn O N V U. + • r. 01 t U • � . U 0 a b 4 C-L 1 ) \ 1 6: 7 a .a °° �j W N .� O " 0 L. co ° m 6 G •E in ) U M 'D \ u — u 1 � C. y ) ' 1 --I o 6 — n •721 el p afa N a i U •`� o U fn y.1 Q 5 , r'.' V, Lam. N. ek .z 09 1 N bA U CJ V O U a L e o, u C � �,, U 0 G; � o°' Zao H'S.o 0 O 0 ▪ oo a 01/94 08:55 $003 963 9865 CRMS 461002 Nov 32,,'94 23:30PM - P.2 fARRELD COUNTY COWITY COPY Buapwn AND PLANNING AGREEMENT REGARDING CERTIFICATE OP OCCUPANCY WHEREAS, Colorado Rocky Mountain School(hereinafter "Owner ") has applied for a Certificate of Occupancy for a gymnasium and recreational building located at 1493 County Road 106, near Carbondale in Garfield County, Colorado under permit No. 5061 and, WHEREAS, the following items have been determined to be apparent defects or deficiencies at time of final inspection: 1. The installation of the siding has not been completed by the General Contractor. . and, WHEREAS, the Owner is willing to make certain assurances and agreements relating to these identified code deficiencies and on the basis of such assurances the County is willing to issue a Certificate of Occupancy. NOW, THEREFORE, it is agreed as follows: A. The Owner agrees to do the following: Deficiency No. 1. ACTION REQUIRED OF THE OWNER: The Owner will complete or cause the completion of the installation of the exterior siding in compliance with requirements of U.B.C. (Uniform Building Code) Section 2516 (g) . FURTHER ACTION REQUIRED OF THE OWNER: The Owner will complete all work described herein and request inspection of all work by the Garfield County Building Department. All work shall be completed in compliance with the stated provisions of the codes currently adopted by Garfield County in a manner that will enable approval of all work. All work, inspections and approval of work shall be completed within thirty (30) days of the date 1 100 am STREET, SUITE 303 - 845-8212/82$-5371n85.7072 • GLENWOOD SPRINGS, COLORADO 81801 12/01/94 08x56 V303 963 9865 CRMS P.3 141003 of . signing of this document. 8. In the event the Owner fails to perform as agreed on any of the above, the County may revoke any permits which may have been granted to the .Owner. The County may require the habitation and occupancy of the house cease immediately. C. This agreement is binding upon the heirs, successors in title, and assigns of the parties: County of Garfield, Colorado BY• By: / � for Colorado Rocky Mountain Sch. Art Horgland, Chief Building / Date: flo ' Date: //- Jo -1f/ CRMSO1.94 2