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Home My WebLink About4251 1 6 5 ' 4 ' 0 42 1 ti GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suits 809 Glenwood Springs, Colorado 81601 (303) 945 -8212 JohAddress 1493 C.F. 106 Carbondale Nature of Work Building Permit Use of Building Remodel Owner Col orado Rocky Mountain School Contractor Diemoz Construction Company µ % Amount of Permit: $ 3 26 . 70 Date: dune 18, , 1991 \`\ Periait 098.0() P.lau $128.70 R. Bennett Clerk 41 0004-Treas. ry- Office Pink - Applicant Gold -Duplicate ' A, GARFIELD COUNTY w ` - k APPLICATION FOR BUILDING PERMIT � � «. / / p PERMIT NUMBER J / /Cade! 2293 - ../ 0 0 0 /2- _ DATE 6,-/ �..�_! �7 = = �SC'SSIY'S TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS 1y 9 3 t2 1 9,7, 4 ' l el /p6. { NOTE: Shaw easements, property line dimensions, .a SUBDIVISION all other structures, specify north, and street 6 FILING # LOT # BLOCK # name. For odd shaped lots, or if space is w TAX SCHEDULE # too small, provide separate plot_,jplan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL / `v- ip p.7co tir NAME �/ �I y/ „y� U OF BUILDDI ON PARCEL ,$(th (,, 124 W r C'f A MAILING ADDRESS / ,i FR ,i ,. r o (CITY i r - PHONE � _ -L.: - _ Z 6 - -- ale 'Li .. , ` .,G_ . x NAME �,w 61RW li ) NCB et y 0 ADDRESS � r � CITY � ��^ �� f ,S 0 6 , e as $ � y (. � OAV 0t tS s , m "lb w NAME II : s', /.Y Uc7 /" to $7$' 4 Shin) E ADDRESS - 7, - i �' /!.. E ! CITY a AAA :WV' '. £'60/ e g Y � � y 1 r ` i 846,949, 4b E PHONE �..., _.�.,.- .....- LICENSE , c 5Ifee /`tJ C./� * /4r 4c0L1cr7 f r Mg CLASS OF WORK 7244WC 701/7, �! ,/L- NEW ALTERATION _ ,/ ADDITION (/ ,n* /, �j DEMOLISH REPAIR MOVE ��._... e egA5ra `Oboe && �A //Cak ,L MOBILE HOME (make /model) S.F. OF BUILDINGifk/572416 S.F. OF LOT gift l/ AMJ4V57 kiN.- /IrePtAlCe # OF FLOORS HEIGHT l L i p i L! f �VL41y, ZM� 3 , 1 0 / 75 # OF FAMILY UNITS # OF BEDROOMS F lL! /J INTENDED USE OF BUILDING _ GARAGE: SINGLE DEL CARPORT: SINGLE DAL -_ FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACIIED _ STREET NAME /ROAD NUMBER WATER SUPPLY N,I CHECK IF CORNER LOT DRIVEWAY PERMIT /(I,,Q- DESCRIPTI WORK PLAN ED ,5/J SITE PLAN ./!7/T T1 ge Oele BUILDING PLANS 5693,A/77 f0.`/C" S , SANITARY SEWER CLEARANCE A-. I hereb ackno42edge that I have read this ON SITE SEWAGE DISPOSAL PE MIT /1//{- application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and state laws regulating building congtrjtjon ,L All - ar • fl .6 Ill y / VALUATION 1 /W700,00 FOR OFFICE USE ONLY FLOOD HAZARD PERMIT FEE' $/70..0 PLAN CHECK FEE $L5.-8,70 CERTIFIED BLDG ELEVATION TOTAL, FEE $314,70 SCHOOL IMPACT 1 'EE $ Ab4- SPECIAL CONDITIONS , C^_U .1? (ri__K DATE PERMIT .ISSUED ZONING DISTRICT A e_i en PROBLEMS WITH PERMIT TYPE OF OCCUPANC (dnelligalln- TYPE OF CONSTRUCT #N I/,. ' te r - . ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING ,AJ A S.F. OF LOT/04 _ MAX. HEIGHT N A ROAD CLASS- A(4 CERTIFIED AY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT 4,. V , OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES / REQUIRED APPROVED. dire �/ 1. tit/ ' r. _ i 1 A P PROVED'. . � _. Y /�_ dr . `'•-" c'/ iILDING DEPARTM NI DAT: PLANNING DEPAR �+ , DATE , NOTE TO FILES: Building Permit # 4251 6/14/91 aUBJECT: CRMS alteration of the "Crystal Lodge" Dorm and "Old" Girls Dorm This permit is part of a continuing effort by CRMS to upgrade the facilities at the school as funds are available for the work (both of these dorms have sprinkler and alarm systems that were installed in the past). The work to be done under this permit is shown on the plans _ prepared by Diemoz Construction. Other items to be accomplished are: Coordinate work with the Fire Marshall for his requirements and assistance; Swing door B14 outward from nordic wax room in "Crystal Lodge" dorm; Provide draft stop in attic space (UBC Sec. 2516 (f)) and grab bars at one toilet enclosure in both dorms; and Add sprinkler head at cabinet /sink area in the lounge room in "Old" girls dorm. Items to be accomplished in the next budget phase: Interconnect smoke detection system to automatically shut down air- moving equipment (UMC Sec. 1009) in "Crystal Lodge" dorm. Provide interior landing at top of basement stairway (now existing stairway) in "Crystal Lodge" dorm. - l 1 '1.1 ,4441L . 4 • ' - 1 - -wilells' / . • 2 , 474.? se. ,...... - Or' C:leee-C • --- 41 C 2 '-i- 7 ? h— C I 'd i. , e')--/217) —4 viz") —)4 — • L ) ,..__, /2g ..., , _ .,, .._ dc , e i Aon.t c yi .2 2_7 3 Q 47 — r r 1 - -------- 2 - -°e-P LE ,-- .------------ — 3 / Co I I __—__/ , .„ ... .s, 7 -0, "9 ( z /7.p ( g A ) ` • / 2—a _..0 7 - i -, -; // C 2- r 3 • i i 2 1 " 0 ) ,, , / i / l k- ' (..; / ' - s ..."K / / \ 7( ,,,,-_-_-__ cf, J -i / - / _ , i - , r7 , ,, ,- , ,.., . . ,.., c ) , /...) . s .57c, x, , .1... cm .e.A,,..) re s-f- pm. 0 01, H.— d / r ) ----- • 4.,ri, frrier or " i 5 c7 3 ■••5Ci '. '"•-w...._. ,.... _.._ t•■■. 714 / C) r 1 f c7 ‘ .)/4 / V A C./ " — // / il, X i 0 fr 5.7 ?AR 1 & , e / el t 7 • e - , A 1 cr-r / ric 7:- i d s 4, . c 3 ,...r../.., ci L r e , 0 c ‘.. 0 ' ‘ I ., I / 6 f or -7- / / c ...: el e / 2/ ,r-r 41 .1 /4 a IP f ji ■ ' I ' .7 4- ) ...) I- ( K 0 Pc ; ki n 4 14 ea ( 1 , icr? n I , u ill • . I[ 1 C72 - I. Watkiit ira L o { I l � -; & 1 t1w kt)u00 �� I 4 I 1 I I I I I I, 1 11 II DIEMOZ CONSTRUCTION Co. LIEUTI N OCR TIMA SMOU AL • 214 Center Drive GLENWOOD SPRINGS, COLORADO 81601 DATE t% m doe NO. e . (303) 945-6712 945.7460 ATr T To 44. P �/er S y Ra7RVS / TeV WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION se - .f4 7/4;5 ,z4 s ab «e 5 dypeein (2 err aa Sa4 9/ ',ems .5 /S /9 9A/ as* *-4s- 9i NP S 4'RGS P /rtg,99 swerhole // oza *-7317 f 4 -Axe ,scAte, pdves fi t. 6 -a e. C'2.e5 S C3ekS7& /4tr '° ri*s / PPE 1 THESE ARE TRANSMITTED as checked below: Jl For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution a ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Agr 5§ 7 2 }VP Gu4J4b ,01 /J /,P,a' 4"? — COPY TO SIGNED: 70 / )215772p— PROW NOY (rvrae) irc, sa+n as. col II enclosures an not ss noted, kindly notify us at ant . - • , • e.A0//45 - -5/7a ,a44' , . ., , • '.1. .. m cumwood $p Ing • ..... EIJ To Sulank .)., • ----- .---7 =`- Basalt - \awn - ...,...... ,.. N. "•':`,•• • ' P .-- c ---- .....-, - ••••••• • .. illk • 17 A. i • 4;;.... 11/4 A Carbondale Myer - • . &mond et .—■ . 51, . l ...,,., 4 R LIneetn Sr tt tg --- ma l thp ;11 l ati4{4Parri 4 i '• La. • • 11 5.4=1InM ' a 'CM-- I ) N . ti '" s -14 ‘1. lip mute Hal N k -„, i r 0+ OD et k ,L:clotone ___...._ ......._..._ , .. . , Ns 7 1 -5 1 I I-- • 1 i ..,..,. I I • 1.,___akmist,"RolA isg ... T I .91 - ea._ atiet,..5 1 g- n);\ • • • • -• I 1 irethillS• L 1, eiva 1 ?ri io 1 I I - I I 1 1 I . 1 .Co..?..li ... El 1 liff—I 1 _451.V.iii-sPalti 916 / o_ 7 5'4'r .83th,,v& .i , i \ 0 , o c t 1 \ it —— —— — - el vi 3/4., 1 , ci 1 \ \, ,, Revaresgb acoisti loh99 '<CR 1-000.54E V ., g4(.47.zia 7 / .610 P Y d. ..., i..uILrwn 01 • 4 ' ' . GENERAL PLAN CORRECTION LIST �- Bend on 1962 Edition of the Uniform Bundle° Code Owner — ' Job Address .4 . 3 C Plan Check Nn. Valuation i / '2 _ . � , Use City cr e ad> mWee" t • Seale 7 Type of Occupancy f Total Allowable Floor Area �/ Construction, // / — /A!', _classification � � �"^ Sq. Fl. Stories / f 64 SCvta C>!XS 7 l i -7 q Basis for Increase Floor Area: Floor (Max.)„ Sq. FI. Floor (Total) Sq. Ft. Occupant Load 2- 7 COMMENTS OR . SUi PTIONS: A 'CIO r i e � `5 �+/w o C • O cL ` a J- 5 ,,, 'FM/ • ��S s !r i. W� .v..,. 5.... v d t r C D , _ 1 a Corrections checked 6glow are to be made on plans before permM IS Issued. The approval of plans and specifications don not permit the viatallon of any section of the Bu Code or other dty ordinance or stale law. • GENERAL �� 10. A fire - resistive occupancy separation In conformance Valuation should be 5 • "if . +•. ^" - AO , •• with Table No. 5 -Band Sad' 503 is required bep ! ve�e a® Show Job address /� the'(oseiv P '�Mk In ( Soft s on plans. V .1 f ) Give name of person responsible for plans, (( hour m� Submit lugy dimensioned plot plan. _ 11. with structure syste se p araltoesahouMbesupporled wi a i nrdwall system h vivo equivalent fire- resistive m �� I' , )r ptdtocdon. 503(bp. RE00Iik -; 12. The building is limited to AREA LIMITATIONS AND GENERAL ( feet In height) as a type - alorles OCCUPANCY REQUIREMENTS J.�� - structure. Scclipt1 507 and Table No. 5.0. Ground elevations should be shown at corners of the 1 i l build and al changes M ground slope. The ground elevations should be taken at the out or point between th exterior 13. A room M which a water closet Is located should be the ezleriorwa Where and a point 5 feet out or at the properly ) 1 line, if closer. here the exterior wall Is parallel lo and all p l4it �d from loud ion 51 altos a storage rooms by a within 5 feet of a public sidewalk, alley or other public tight-fitting door. Section 510 (aJ, TYPE OF CONSTRUCTION Way. the ground elevations should be the elevation of the public way. The number of stories in This building cannot be determined until these data are furnished, . - 14. Roof coverings should be fire telardant. Sections 1704 111 The total Door area Is limited to ( 1 and 3202 (bl. Details or spe Section 3203 (e) are required. lons complying with square f eel. Sections 505 and 506. Unobstructed yards of - -� wfeef should 15. Exterior (douril walla wllhin reel of )1 be mainuain 4 on sides 1( Property lines should be M _. hour construction. vl the building for area purposes. Section 506. Section X 03 tai, Provide detail; la show that 16. Openings in exterior (Court walls within fion walls will comply with Section 505 (e1, area separa• r 1 feel of properly tines should be protected whh owe. (a) Extend vertically from the foundation to a point 30 fourths -hour lire assemblies. Section--..03 (b) inches above the roof. t ( (6) Total width of all openings limited to 25 percent of 17. Usable space under the first floor except Groups R. (cJ All lni s runder re as sem ble r s having openings p with g a ( required in Section 1703. M i, Division 3 end M Occupancies should be enclosed as lire-resistive rating of One and one-half (three) lr. hours. Ducts (d) hours Through area Separation walls should be (` 1 Fire•resistIve construction for Structural frame elements avoided. 11allowed , duct penetrations should bepro- 1 tTe le No. rwagsandu S complywithFoa(rgte S 1 in 0 i (coed as required in Section 4306 g), al Table No, 17•A and Section gee Section 1702 for definition of structural frame. I Sr..a1 Ne,1 ef6Shoop 15 n, i `" 1e Aweather•resistive barrier should be applied to exterior .al Li-IAL uLwlJtIL111Luu1114ML141 'l/ watts as specified In Section 1707 (at. Group A � „20. Encbswes lore Moor pperAngs stoutdcOmply wish Table 35. 'A -3 Occupancies shoutd be 01 one•hour lbe•resistive_ No. 17 -A. Section 1706. Details should be provided 10 construction 9 located in a basement or above the first • clearly indicate this. Flor Section 602 (bl. 21. Stnunwaf members carrying ma 1� or concrete Malt 38. A-2.1 Occupancies with an occupant bad n 1000 or I • lr ➢s over oneslaywr lreighls be protected more should be in Type 1, fi -F,R„ 11 One -ou, 111 One• 11 m own •h nee protection. Section 1706, hour or rvbulldlrgs.e.0 buildings Type system j1 for one -lion portions dbuild s 017ype ll One-hour or Type III One-or constructi may be of unprotected construction when such roof framing system is open to the room and does not contain concealed spaces. Sec - 22. Nonabsorbent finish and backing tor blel room wags tlan 602. 1 and floor should conform with Section 510 (b} 37. Group A assembly rooms having an occupant load of 1000 ot more shall not be located in the basement 23. Slower stall walls should be finished with a hard. non- unless the basement is located In a Siding of Type 1 or 1 absorbent surface to a height of 70 inches above the 11 -6J1. construction. Section 602 (b). The main entrance drain inlet. Section 510 (b). 11 should front directly upon. or have a 20-loot-wide access lo, a public street at least 20 het in width. 24. Doors and panels of shower and bathtub enclosure Section 603. l l Should comply with Section 5406 (d) 5. l l 25. Parapet walls not less than hx:hes let height are 35. Ught and ventilation should comply with Section 605. . I required. Section 1709. 39. A one -how fire - resistive occupancy separation is ' ` required between the bolter or central heeling.. plan 26. Eave overhangs and sim6ar archkeclurai projections where the largest piece 01 fuel equipment exceeds • (1 S should comply with Section 1710. Section 0 Btu per hour Input and the rest et the building. Section 606, • 40, Exterior openings for rooms containing a boiler or ten- ° 27. Projection* beyond the exterior wall shoutd conform Ira, healing plant should be protected with three- w1 *h the less restrictive of the following: fourths -hour lire-resistive assemblies that are fixed. (a) A point one•Ihlyd the distance to the property line 1( automatic or sell -closing It located below omit-Mgt in from an exlerlor wan. Section 504 (b), another story or if less than 10 het Mom other doors at 11 @I A point one•lhfrd the distance from an assumed windows in the same building. Section 606. vodka' plane located where fire- resistive protection W openings Is first required due tol7cationofproper- Group E ly. Section 504 (b). - / 41. Atmospheric: separations should comply with Section 26. Envelope ceilings should satisfy the Mewing condi- 42. Use of rooms ;should be clarified. Note That rooms In • lions [Section 4303 (b) 61: Divisions 1 and 2 Occupancies used for daycare pun (a) Should not be used 10 provide Ike protection beams poses and rooms used for kindergarten, firs) or second and girders supporting more Than one Mac F P grads =ugh and Division 3 Occupancies cannot be 1 (b) Columns should be individually fire protected, 1 located above the first story Section 602 (e). I l (c) Duct and other openings are finned to 100 square d inches o each sh square hot ct e d w area, ( 43. Spocial•hazard rooms should be separated from other l p eers. should be protected with eppnrred portions of the buildin not less than a one -hour fire- fire dampers. Po g by (e) Electrical outlet boxes should be of steel and not resistive occupancy separation. §0.120a0- &oz (%` greater than 16 square Inches In area. J 44. One required exit should front directly upon, or have a 29. Gypsum board. lath and plaster end similar ceilings In N`- 20• loot• wide access to. apublic street at least 20 feet in 1 1 conjunction with lire - resistive assemblies should be 6 width. Section 803, supported at Intervals not exceeding 16 inches. Items _ 20 tluough 25, look No. 43.0. 1 / 45. Sanitary facilities should be provided in accord V with Section acs. v pp e gri Qu E w Is r , 30. Wood stripping or suspended wood systems lot gyp- sum board, lath and plaster and similar ceilings should tee 46. Light and ventilation should wmply with Section 605. l 1 be not lass than 2 -Inch nominal Utickness. Section 4704 (lot [Section 4703 (b) for wail Mapping./ 47. A one -hour lire- resistive occupancy separation is required between the boner or central healing plant 3*. Final partition layouts and details should be submitted 14 where the largest piece of fuel equipment exceeds 1 1 l prior to installation to justify compliance with oocupen- O 400.000 Btu per hour Input and the rest of the building. I 1 cy, tire - resistive, Structural and exit requirements. Section 606. I ( 32, Justifying lest data in conformance with Section 105 or Group I - an ICBO research report is required for 46, Group 1. Division 1 Occupancies should be of Type 1 or 33. Roomsin which rubbish (linen) chutes terminate should Type II -F.R. construction unless complying with the 1 l be separated from the remainder of the building with a Exception in Section 1002 (b). - one•Iour occupancy separation. Seciion 1706 (c1. f 1 49. Group 1, Division 1 or 2 Occupancies Should be of one 34. Openings into rubbish and linen chutes and terminal hour lire resistive construction. Table No. 5C. f f rooms should not be located In exit corridors or stair- , ways. Section 1706 (e). 7 ff 550. Light end ventilation should comply with Section 1005. sheet He. a of 1 Shwa 16 I St. A one•hour fire- resistive occupancy %contortion is 61. A one•hour.iine•resislive occupancy separation is • required between the bailer or central heating plan) required between the following roans and the real dike where the largest pieta d fuel equipment exceeds building: i 400,000 Oro per how input and the rest of the building. 01% (al Storage at laundry rooms that sew/Wan a Group R, Section 1008. Division 1 OcCupency that are used in common by 1 (COSTAL Section 1202 (b). Eder ;or openings for rooms containing a boiler or can- (bJ Rooms containing a boiler or centratheating plant In tral heating plant should be protected with three. • Group R, Division 1 Occupancy escepl where 4 : li fourths how Ike - resistive assemblies that are fixed, such roams contain equipment serving only one automatic or self- dosing II located below openings In dwelling unk. Section 1212. another stoty or it less Than 10 feet from other dons or windows in the same building. Section 1006. (L 69, Every dwelling unit and guess room should have corn- Ion healing facilities as specified in Section 1211. Group 0 69. Every dvmaing unit and every guest room in a hotel or I 53- Motor vehicle service stations should be of oncombus- lodging louse used log sleeping purposes shall be pro. 0 t Iible, gre-retstdanl treated wood or Dne•hour fire - tests• video with smoke detectors contenting with U.U.C. t P 1 five construction. Section 702 (bJ, Standard No. 43.6. A smoke defector should be 1 Installed in the basement of dwelling units having a 54 Storage areas in excess of 1000 square feel in oonnec• stslrway which.opena from the basement into the dwelt - k1g. Such detector should he connected ID a sounding lion with wholesale or reran sales should be separated device or other detector to provide an alarm which will ' (t ban the public areas by a one -hour sre•nesislive oacu• pancy separation unless the building is equipped be amble in the sleeping area. Section 1210 (a). - • throughout with an automatic twinkler system, Section `• . 1 702 (b). Group M , i l 1 55. Light and ventilation should comply with Section 705, _ 70. Group M Division 1 Occupancies are limited b 1000 "-" , - [(3000 squa gent in Itoor area and one story in height. ( 56, Exhaust ventilation a1 or near floor level is requ by Senyipn11102 re 1 Section 705, . 0 1 71. Garages should not open directly into a roan used lot 57. A.one•hour fire - resistive occupancy separation Is sleeping purposes. Section 1104- required between a boiler room or central healing plant where the largest piece of fuel equipment exceeds 72, An approved nonc0mbusGble material or asphaltic paw 400.000 Utu per hour input and the rest of the building. hp is d S Section 708. I 1 il material requked for garage goon surfaces. Sec. lion 1105. Group R 59. AGroupfi,Division 1 Oocupancymorathanfvwatorles i ic b height or hating more than 3000 square feat above EXIT REOUIREMENTS (hi first story should be of one -hour fire- resistive eon. slr udionlhrvughaulexcept as t 73. An occupant bad sign is required in classrooms, (b) 2. Section 1202 (131. fi4 assembly areas. etc,, having an occupant loadol more 59. Th m e following rooms should have exterior glazed open- than 50. Section 3302 (c). Sae ings (Or natural light (openable exterior openings for ) I natural ventilation) as specified in Section 1205 (a). - - - 74. .Conforming exits ere required from the areas below a5 - / specified in Section 3303 (a). 60, Mechanical ventilating system In bathrooms should V I I provide rive air changes per hour diractly (0lhe outside. V 75. Exits should have a minimum separation of one.hatl the Section 1205 (a), maximum overall diagonal of the building or area 61. Exterior served. Section 3303 (e). openings from should not be 1 t considered as furnishing required light or ventilation 76. No point in the building should be more than 150 (200) since they do not open to A yard. count or Street in / reel from an exterior exit horizontal exit. enclosed stain accordance with Section 1205 (a} ✓ way or exit passageway. measured in the direction of travel. Section 3303 on. 62. Courts bounded on four sides with walls should be at . t i least 10 feet in length, For COurIS more than Iwo stories 7), Exit door should awing M the direction of egress. Sec. M height, the fegwred width should be Increased by 1 lion 3304 (lei. See doors • foot and the required length by 2 feel for each additional story. Section 1206 (e).. - 63. Every steeping oom below the fourth poor should have ' 76• Double•acling doors shall not be used as exits in the 1 al least one window or exterior door approved for emer- P following locations Section 3304 (b gency exit or rescue. Section 1204. (d ( i 64, - room should have the minimum coiling )g, Exit doors should be sable from the Inside without height required in Sedlion 1207 (a), the use d a key, special knowledge or eon. Section Le* 3304 (c). Note also that flush bolts or surface bolts are I 65. - room should have a minimum floor area prohiblled. Pig A /IC F /4fl // 1411 6."" of - square feet. Section 1207(5). ' '7 r`) lti - e 90. Exit doors should be a minimum size o13 feel x 6 feet 6 . , 66. Efficiency dwe ands should comply with Section inches with a door capable d opening 90 degrees. r ' Section 33114 (e) . " R ' sr....t No. 3 of a Sh.A* i$ ` i 17 Er . she net dimension (clear width( at doorways should be �. 100, Opni � n exl walls belo a k 10 I • used in determining exit widths requited by Secfon ' 11' •; e.le ng stairways sheriot oold be prde cled w wish n „1 11:tosi ee1 V 9303 (b). Section 3304 (e). In considoralion of door P three•lourlhs -hour fire - resistive assemblies. Seclion n thicknesses, panic hardware, door swingy. etc the 3706 (IL required exit widths have nol been furnished. See door 10t, Enclosed tat Space under interior stairways should be protected on the enclosed side as required for one -. 02. A hoot or landing not more than St inch below the hour flro resistive construction. Section 3306 (mJ, V threshold Is requked on each side of an nil door. Sec• - Irorm 3304 (11. /� 102 Noncombustible exterior slain are required, Section V 33°6 (14 re curs emeriti rot ojed mor inchlt th' �. tti'IF 111 . W D required corrtda width when ru ngy than ope 7 es jo L ies than e vl p , 1 1 s3. EXl I allof stairs here shook! open nor project oel into p an tec 110 (yobs e a � one hall kilo the required tornado width when In any w ows) W wait ings n be roted, Selkxh posNion. Section 3305 (d).- 3306 (n). P V 84 Revolving (sliding) (overhead) doors are not permitted 1 One stairway should extend to the r oof. Section 3300 as exit dads. Section 3301 (91- . 1 p� 14, y N 1 (g( + H , i ,e 85. Exiling through another room does n comply, except wayys should be 105. f$ -kch minimum headroom clearance kx Stair - as provided for in Section 3303 (e) indlcaled an plans, Seclian 3306 (p). Note that this is from a plane tangent to the stairway . t/ • 86. Corridors should have a minimum width of 44 (36) bead closings. inches. Section 3305 (b). ry I 106. Ramp slopes should or n exceed one 1001 In _ I f "` 87. Corridors serving ronambulalory persons should have � 1 , lest Sectiah Toll IV an 8 -fool minimum width. Section 3321 (t). .. _.... _ p 107. Surface or Tamper should be roughened a of nonslip pl + B8, bead ands of corridors and exit balconies are limited to M F material. Section 3307 (g). A- I 20 feet. Section 3305 (e). 408, Stafmays should be enclosed as specified in Section 09, Walls and ceilings of corridors should be of one -hour lire- resistive construction. Section 3305 (g). An arch!- (twol-h rnro our .resistive walls are required. 1 V lectural section through the corridor Is necessary to (b) )) On exit doors are allowed to open Into exit ■ determine how INS is accomplished, • encfosuma. ■ ■■ (c) Doors should be labeled one (are and one-hatn• t i p 90. Exterior exit balconies cannel project into an area hour fire assemblies, re required due to location Exit enclosures should Include a corridor on 011 where protected openings a on properly. Section 3705 OJ. ground floor extending to the exterior. Fire- resisliw calslruction should be as tequked br the exit ehdo- 9 t. Interior openings into corridors should be protected as sure. are permitted p 1a open into the he cord** exit d0ara II theg specified in Section 3305 (h) h ✓ 0 t ri e ' 1 10014. o W, ( p woven{ nd people from required al the ground Door me prevent p eo p le (ran om ri accidentally c denlally ConUnuing la 0 pine 92. Stairway [ should have a minimum width lower level. Of kitties. Handrails should not project (1) Usable apace 4 not allowed under the slake, mote_tha a r�ll. es Into the required width 0n each side. Trim should project more than 11/2 Inches Into - - ' required width on each side. Section 3306 (b). 1\ 109. All required exits from the building should be smoke- f }` proof enclosures complying with Section 3310, / or 93. Risers an stairways should n exceed 744 inches and - runs should rat be loss than 10 inches, Sec0on 3306 110. Openings Info exit courts less than 10 reel wide should I (c)• be protected with labeled 45- minute lire assemblies. 94. Landings on staiways should have a dimension in the 0 PIC Section 9311 (d). Also see 'exit mart" definition in Section 3301 (b). Openings more than 10 feel above the direction 04 travel eeqpual to the width of the stairway but court floor are exempt: i/ need not exceed 4 feet for stairs having a shalghl run. - - Section 3306 (g). 111. No openings other than required exits are permitted In p exit passageways. The passageways should be of 95. A dooring swinging over a landing ahafl not reduce the 11 -hour tiro - resistive construction. Section 3312 width of the landing lo less Than one half its required (a). V width at any position in Its swing nor by more Than 7 - inches when dully open. Section 3306 (g). / 112. Exit illuminalbn and signs should be provided in con - V formance with Seclions 3313 and 3314. 96. Basement portion of stairways should have an - - - approved barrier whore continuous to upper Boors In an N. 113, Aisle (cross aisle) in audilpdum should have a minimum r exit enclosure. Suction 3306 (h). II width of Section 3315 (b). Section 3315 (0). J iih 97. Vertical distances between stairway landings aro dim p 114. panic hardware Is required on exit doors serving Group I iced 10 12 feet. Section 3306 (1). ol )v A Occupancies, Sections 3317 (d) and 3316 (a) in Neu el �+� of this. doors shall have no locks or latches. I 98. Handrails ho placed not less than c nches nor - - ✓ more Than inches above the tread. Section 3306 115. Mahn and side exits in wntonnanc0 with Suction 3317 Two handy its are required where slainweys exceed �4 j` are required lot Group A, Division 2 (2.1) (3) Occupen- t i Inches in width, ties. Section 3318 (a). - 99. Guardrails tor stairs. balconies and landings should 116. Corridors of Group E Occupancies should have a width I . 4. 1 conlorm with Suction 1711, Note that maximum clear- h . required by Section 3302 plus 2 feet but not less than 6 - --�_ once between Intermediate rails Is 6 inches. +{ 7 1 feet. Section 3319 (e). Sheet No. 4 et e Sheet. I 18 , '.? 4 117.. Each now above or below the ground floor level or 135.. Class Ill standpipes are removed in buarirys exceeding y/ • • Group E Occupancies should have no less than two exit 150 lam in height. Table No. 3e-A. stairs, Section3319 (g). Buildings six 1101 10$ at more in height should be pro- . 1 • pr r .118. Exit stairs serving a Group E Occupancy should have • minimum cleat an occupant load° more than 100 in I aided with not lass Than One standpipe during aon- slrudiOn• 5edion 3806 (b). width of 5 feet SediOn 3319 (9)• I E I R _( - M 119. Ever room wish an lo dele sprinkler system submitted plans should be submitt y occupant bad exceeds g 0 in ■ Iv determine compliance ea with applkab buildt Group E Occupancy should have one d Bs exits 30 into ■ plumbing and Ike aodes.t'p/J g. 4/ r r. pc/ A l 4., . separate exit system. Section 3.119 (hi . ll� <,F17. r iil N 120. When three or more exits are required in a Group E FIREPLACES AND CHIMNEYS Occupancy, no mare than two required exits should exit should Comply Sections 3703. 3704. into the same exit system. Section 3319 (bl. 0( 138. Chimneys P Y with secti '�, 3705 and 3706. 121. In a Group E Occupancy nO point in 0100n1 should be more than 75 Ieet to an exit corridor. enclosed stairway J,*\1 9. FFeplaces and barbecues should comply with Section ' a exterior ° the building. Section 3319 (c} (T 3707. v 122. Exiting through adjoining roams in a GroupE Occupan• ". cy should comply with Section 3319 (die FINISH WORK r • co 123. Panto hardware Is re uired an exit doors servin rooms 140. The Interior wad and ceiling Finishes should be specified /t) ((.k 7 contort mg more than g s 50 Occupants and In corridors ° and comply with Table 140. 4243 and Section 4203. Z 4 p y Group Occupancies. Section 3319 (j). 141. Gypsum wallboard (interior lath and plaster) cannot be 124. As required exterior exit doors in a Group 1 Occupancy ` installed On weather-exposed sudaeee. Section; 4705. 1.7 shad open in direction o exit travel, Section 3321 (a). v 4711. See Section 424 tar definition of weather. exposed surface. 125. Davos tram bedrooms and wards of Group 1 Occupan- cies and all exit openings where nonambulaloryy `' p v 142• Skyrghts should comply with Chspl 34 er U. Plastid skyy. gg pp patients are housedshouldhave a minimum clear width ° 44 Inches. No projections in this width are allowed. �� ° are allowed only under Conditions specified in �'i Section 5207. Section 3321 (b). � 1 A 143. Glass and glazing should comply with Chapter 54. Type A 126. Panic hardware Is required on exit doors serving more and thickness of glass should be specified. than $0 occupants In Group I Occupancies unless there Is no latch or lock. Section 332l (1), tt 144. Glass and glazing subject Iv human impact should comply with Section 5406. FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES STRUCTURAL 127. Draltslopping as specified In Section 2516 (I) 4 _A shall P4 be provided within a concealed (loor'ceiling assembly brmedolevmbustiblecvnslrtrdion, � • 145. Special inspection In conformance With Section 306 is N is, required. 128. DraftStapping as specified in Section 2510 (1) 4 B shalt 146. Solt classification in conformance with Table No. 29•B �� , '� be provided within attics. mansards, overhangs and g and pounds per square loot soh bearing similar concealed spaces formed of combustible value used In design should be specified on plans. construction. Section 2905. i Is. 129. Roof drainage should be conducted under the public 147. The foundation investigation report mentioned in plans S sidewalk. Section 3207 (e). (I was not Included In data forwarded to us. It should be submitted for review. 130. Overflow drains having the same size as roof drains and lines are 1 h, in required. In lieu 01 this. 148. An masonry or concrete elements resisting seismic r on Independent dram Scuppers throe limes the Size of roof drains ) A tortes should qusGly as elements elements. Section `• should be installed (n parapet walls, Overflow system 2312 (J) 2 B. should have inlets located 2 inches above the low paints - 0t the fool Section 3207 (c). 149, Precast concrete wall panels should be Justified for - I t compliance with Seddon 2616 (c), The aggregate area of penthouses and other roof strut- i4ia 131. tures cannot exceed 33n percent of the supporting root 150. Woad members may support bads from masonry or area. Section 3601(b). l ( concrete only under the conditions specified in Section 2515 (a). AUTOMATIC SPRINKLER SYSTEM 151. Structural calculations should be submitted to lustily 132. An a approved aulomall sprinkle system in the the adequacy of the structural system in resisting sals- • ! __is required, Section 3802. This Includes blind t 1 mic and wind loads, and supporting dead and live V spaces enclosed wholly or partly by combustible bads, This includes foundations. construction. _. 6 L. e, k ri. ill C lass 1 stand i ea are r n 152. Justifying calculations and details should be provided for • pp required buildings lour more s storie Mi Table Na. 30.0. ® Class 11 standpipes are requtrod AS Specified in Table _y { 153. Roofs shall be designed for snow bads of .4ex No. 38•A. t pounds per square loci. Section 2305 (d) 5ha44 Na, S M t Shat. • 19 • ;., 154. The roof should be designed br win wind pressures 166. Wel•ng dale or details for steal decking used es a I ,wish due amid/nation for lateral support of commas- dlephragm should be provided. Information should Sion flanges of flexural members. comply with a specinc ICBO research reporter lest date submined M compliance with Section 105, • 155. Floor load should consider a 20- pound- per - square -loo( - ., A partition bad. Section 2304 (4 167, Details should be provided on roof (floor) diaphragm co d Marquees (residential ta • connections ret Indicate how the shears are kens - 15 Midential balconies) should be designed 1( forted to vertical elements. for • 60-pound-per-square-foot Ova had, Table No. 23- should be justified with structural calculations br corm 14 A. silence with allowable values, _ ' 157. Garages for the storage of private ple asure cars OVUM 166. Nailing br gypsum board (lath, sheathing board) used I be designed for • minimum 2000 -pound wheal. bad. 11 structurally on shear ways should be spedlled to coma Section 3304 (c} fly with Table Na 47-1. a i (1 158, Uve bad reductions should comply with Section 2306. 169, Shear walls utilizing gypsum board (lath, sheathing- • 11 board) cannot be used to resist beds Imposed by 159. Glued - laminated lumber should be fabricated in suer. _ masonry or concrete wall. Footnote t, Table N0.474. 11 dance with Section 2511 (FA - 170. Reilfng7 should ba'Aellaned to wllhslsnd s 20- (50-) v. pound per -loot hodzoMe hm, Table No. 23.8. 160, Asaweble stress In glued - laminated members over 12 _ t ( inches In depth should consider e depth reduction lac. 171. Ceiling retting should be designed for ■Gore bed for. Section 2511 (d) 5. `l ion, leas th 10 (20) pounds per square d not are hot. Table No. 23- ri B. V 161. Bolted connections exposed lo the weather era limited _ to 75 percent of the allowable load under protected 172. Interior partitions should be WsUfled structurally for conditions. Where always wet, the albwabte load shad it 14 be 67 percent of the allowable bad under protected stren t gl ►end deflection triter 1 • specified In Section conditions, U.B.C. Standard No. 25-17. Table No. l 25.17.5. • 173. should comply l ( 162. Anchorage of concrete and masonry wads should tom- At with a specific ICBO research report or justifying lest ply with Section 2310. Yd05, ale should be submitted in compliance with Secdon . ,/ 163. Plywood grades should canto= rvlth Table No. 25 -B, ,'A 174. Plans should Indicate that foundations extend babwthe itilI, frost line. 0 161. Justification is required that sufficient slops or camber is I evadable to assure adequate roof drainage after long- 175. Provide boon lets a flcallons in conformance with time deflections. In Geu of Uds, toots must be designed 61e design brp flat+ for possible ponding W water, Section 2305 (Q. g - r 165. Details on stressing method and hardwdre along with Justifying data ere required 011 preslressod concreie J I work This data should be submitted and approved prior lo ordering d material. Note that ad tendons should comply with Section 4303 (c) 3 for lire - resistive purposes. Additional Corrections: 7 l /Ai rr.- fit" e r /0 07 — , 4 1 t.. al — 'e 7 i• !s i-- f 4:,7 h won e 1 r vi r•t " "..1 , y 4 " e . ' I -..�a . A! ° k1. A Lei./ r s,n t!e; ( � 7. . ) r W w / 44 7 _ e.' 4.$ out) • i . ' t./ /w a ..L P cG • d !! IS i • • I.a. r , y . . f r . y l I . f J . - i ^• " .0 ,t n rd 7 • .1 i F $ r , Rd r^ Cif el. These sheets are a part d the plans and shell remain attached thereto. Cvnedlone es above indicated will be compiled with. Rechecked and approved (Syr Hero) (Sgrwu.. of O.r..r re M7r«A Deis • Checked by 0 Date acmee' 51...t No, a d6 Shoot* . 20 1988 EDITION 1000-1009 5. A furnace supplying warm air to under -floor space shall be equipped with an automatic control which will start the air - circulating fan when the air in the fumace bonnet reaches a temperature not higher than 150 °F. Such control shall be one that cannot be set higher than 150 ° F '.:. 6. A furnace supplying warm air to such space shall be equipped with an approved temperature limit control that will limit outlet air temperature to 200 °F. 7. A noncombustible receptacle shall be placed below each floor opening into the air chamber, and such receptacle shall conform to the following: A. The receptacle shall be securely suspended from the flour members and shall be not more than 18 inches below the floor opening. B. The area of the receptacle shall extend 3 inches beyond the opening on all sides. C. The perimeter of the receptacle shall have a vertical lip at least 1 inch high at the open sides if it is at the level of the bottom of the joists, or 3 inches high if the receptacle is suspended. 8. Floor registers shall be designed for easy removal in order to give access for is 'i cleaning the receptacles. - 9. Exterior walls and interior stud partitions shall be fire- stopped at the floor. 10. Each wall register shall be connected to the air chamber by a register box or boot. 11. Aduct conforming with Section 1002 shall extend from the furnace supply I r outlet at least 6 inches below combustible framing. 12. The entire ground surface of the under -floor space shall be covered with a vapor barrier having a minimum thickness of 4 mils and a flamespread rating of '.. y 200 or less. 13. Fuel -gas lines and plumbing waste cicanouts are not located within the space. Automatic Shutoffs Sec. 1009. (a) When Required. Each single system providing heating or cooling air in excess of 2000 cubic feet per minute in Group A, Divisions 1, 2 and 2. I ;Group B, Division 2; Group E; Group l and Group R, Division 1 Occupancies shall be equipped with an automatic shutoff. Automatic shutoffs shall shut down the air - moving equipment when smoke is detected in a return -air duct or as an alternate when smoke is detected in rooms served by the system. Whenever such system serves more than one occupancy, such devices shall be provided. EXCEPTIONS: 1. Such detectors need not be installed when rooms have direct exit to the exterior of the building. 2. Such detectors nced not be installed in systems specifically designed for smoke control. (b) Smoke Detection. Smoke detection required by Subsection (a) above shall be by a smoke detector installed in the main return -air duct ahead of any outside- air inlet or installed in each room or space served by the return -air duct. Activation of any detector shall cause the air- moving equipment to automatically shut down. 85 rs �� 1 i / c.e..4-4..5-• -- Cv//ve/- s.0. -7 0 1 i eseIt. 1 e,1/ / Pr/ /2/2Y/9'% i l�r /• a yr /j7 Tv ic �/,C /k'r (iG y 11 acceAnt is r�- .Ls,r.4 - cc•,L) r,o ■) - ,(-H71- /_ — Z / /-1 4rr, /4(' r ,1 us e./ u C /` h j ; er /L /er/ /'ona. ( cri ois e /4 / r G1 j!, // C if /less r i7 fi L,7 ., rc A tv -501 ;' 41 h'' ?J /' e //a (, /J ,iovi g /L1 o- it y� / N W Pe, k 0/- f /JuUfr /^ C /F.' • 0/7 f' 67':t L./ ; i � T ' , 7 o / v 3- rj - / e - ro :.: / , 7`71 - / f - .! 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' II /s / < 9 vri r°C /1 -.e7r C/ ; : e , 33/91d) S!.! � q � �AC. �i� f s ��:.i j / 5 �J i4 / rlG. 7 l k _; •' c r /.:it»t C7!,, c,/ . / i // �� 1 c^ 4' c c or7, +e , / /0 /r c'. r' •c mee i•41 y.5 fro 4>e i c / cr5 c!/ o / , C11/11 et s c'/ /e 7 / fr s ,- ,/ ,- - '04') / . o r4;',/oe er 1/ce / 1 / G' ?. /'/ l'' C!(C6.7. .5-4_7'..0 7`:'14') G /...r) k //n ,% fr) tf(Cr L / :1, e m rr'i /YJ,r,i2",!• f/ ti/-6.7. /A is ��' =/ 7' /Je /i'.�:[ • Sa S0 c .. ur.:dr / ,i / / - (� / 1 env /c_� /i .� �cas Y ' g py • d J ' � .. !�� 4? one 17Gv/- cc)hi5 /h1,( 7; Le? 7/ fl//g 7 ^S - %of•/ Cc? / :4ip79-, / ) a . 7 /00h -- a"-,1 46c6emen - /" 4L! /1 /4e. on -f)0V( (oJ1s i h:/bn, / 0, X/ Z / /rrkvI/ir a+i1 f`. \ /a� si1f7 s cY /),(1 / 4 I 4 / / ; ; accorclnn(4 c.o, /4 S , ? ] 1 ,3 c 31/,:11! • i �. • � I 11 s' / �/ / 1 1 , XSf/YlI tPS -ooni5 4,:y4Ji/fy CY/�C('IPS / a / J �/ J � /S ) 0/- car/be / kO ✓r d <7 c /Cc o,-r. a-fic e rvi /I / f; q ��G� 3 L t) r ez i es rub` A & oa //r 1s+s‘./ - e rl -70ZC e: 4mete- coo? grit QQc1i $'ec., ? ?U �A) P C Q /red- No / r $ o4 gio/fr A, ecv- Vot /0 6e ... 4 ) ///1 . 7 / / / 1 . 7 .S44C e LLL, G / O / -c-Yj4 Co e) l d• L.)/ 5" /( e /o.S' .10 444.4.7, e v r'..s S e C , J & o Z ) Z . r c15 \)//- er 5 ' S / , ) r, %J4 l- 3 e , , , 5 t /;- enc /ose,f �sc /6/ s ?ecc /e /ow ot-cve r v t, z y, • N t • N 11 Y n -4, r s-, �F n � . I �a a •:: i 7 , J ,v 'ka na PP I b 1m71 I 0 - I i r • . x • I ' : i. i l� G t ' p H ° \J � 1 fffff ci �1 .._ � Rr :r� �r \ 1 1 \` \ fie\ I , ,, `: �' Z ,\ 1 i ®fib Sl — ° �_ i lrl;� n �� . t o 7 re • �' II , U IZt. . r 4 ' s ° may h., �� I �' a 1 r _ e I rr b I+! I ry e, p _ it; 11. VI ' � � � n 7 n AN yr v1 _7�' y { � 1 i �\ ��} ) ` y 411, \.c t I � � •lY r'd c • k rt ' ." . 51, \ .k 1>/:-;.. . • I: it ' .. ?,w � b '--a C'' \-, c. ' r crk r 4 Ni 1 p R .r,: II Rp( Mb �. n p 01 p I � t 1 f Mb F r 17 c: 1 ° n 1 1 1 ' Z D�� ro�> D -4 n • _ ,-//)) gn � d w .a' n p VI r t : t R p b m 1: .1 3 $ I p y iL NII j «- ......_..._.._... ._...._.._.{ -- .....- VI ' 'It nm j X+ t.. ....mom O 1 11114 , GARFIELD COUNTY REGULATORY OFFICES AND PERSONNEL July 5, 1991 • John Diemoz 21 & Center Drive Glenwood Springs, CO 81601 Dear John: This letter is in regard to our conversation this morning in regard to the 20 minute doors and frames for the CRMS remodel Permit #4251. It is my interpretation (see Attached copies of UBC Section 3304 and ICBO Interpretation Manual) that the doors from the guest (sleeping) rooms of the Dorms may be provided with a dead bolt device in accordance with UBC Section 3304 (c) 2. The dead bolt on these doors cannot be key operated from the inside of the rooms, but can be provided with a night latch, dead bolt with a thumb latch or security chain from the inside. Sincerely, (414-1WW __ ChJ ames McMurrey, ief Building Ins ctor JWM /rib Enclosures 109 8TH STREET. SUITE 303 • 945 -8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 k- IS . pligt, 8 H u iI i i Pt P ^ � � '� irdifird ligli ft z i g g iltb el n I jdiI OJ ,g,!.,„Elg-„ ig • t g.g.d A a R - log El fug it . I p h,,,, 19 -4, 1 „ f ffi ( nqiii 1. } Adir rilinill III il i ' 846 l h g IliVI i 9 c ! 1 r n Rip- §Ell a A :,2 irli !lin. I919 Ulli I QI �. 1 r i n i l A is A 0. 0 R Uni gbv q5 lel 1- Ileil [tag Hut "1/4,,i111 irii , dvfipg .Tt! ! mil. Ilm . f B x.1. td a' V ill 1 ' g a E 1 !qi gg bra -6.9h la iRr V 1 -k 1 F,,,Z E 14 -h',:m. I NRil 1 T im g 142,1 ff i r. .,., 4 t of exit travel when serving arty hazardous area and when the door stating THIS DOOR TO REMAIN UNLOCKED DURING h serving any other room or area having an occupant load of 50 or BUSINESS I MRS. The sign shall ba in lettersnot s le doorc h h ig h more In accordance with Section 3304 (b). on a contrasting background. When unlocked, h single leaves of a pair of doors must be free to swing without operation of any S ection 3304 (b) latching device. The use ofthia exceptionmay be revoked by thebuilding official for due cause. 2. Exit doors from Individual dwelling untie and guest rooms of (b) Swing and Openhag Force. Cxil doors shall be of the pivoted or Group R Occupancies having an occupant Toad of 10 or less may be side - hinged swinging type. Exit doors shell swing in Ott direction of exit travel when serving any hazardous arcs or when serving an oeco- provided with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of o key or tool and pant load of 50 or more. The dour latch shall release when subjected to a mounted at a height not to exceed 48 inches above the finished floor. 15 -pound fume, and the door shall be set In motion when subjected to a Manually operated edge- or surface - mounted flush bolts and surface 30 -pound force. The door shall swing to full -open position when sub- bolts are prohibited. When exit doors are used in pairs and approved jeered to 15 -pound force. Forces shall be applied to the latch side. See automatic (lush bolts are used the door leaf having the automatic flush Section 4507 for doors swinging over public property. bolts shall have no door knob or surface - mounted hardware. The un- b :XGEI`TIGNS: 1. Group 1, Division 3 Occupancy used as a place latching of any leaf shall not requite more than one operation. of detention. EXCEPTIONS: 1. Group R, Division 3 Occupancies. 2. boors within nr serving an Individual dwelling unit. 2. When a pair of doors serving a room not normally occupied are 3. Special door conforming with Subsection (h). needed for the movement of equipment, manually operated edge or - Double - acting doors shall nut be used as exits when any of the surface bolts may be used and a door closer need not be provided on the following conditions exist: inactive leaf. 1. The occupant load served by the door is 100 or more. Q • We are requesting an interpretation regarding the use of 2. The dour Is part of a f ire assembly. • security gales across exit doors In Group B, Division 2 3. The door is part of a smoke- and draft - control assembly. Occupancies. We are experiencing a problem with large depart - 4. Panic hardware is required or provided on the dour. ment stores installing security gates and promising to secure them A double - acting door shall be provided with a view panel of not less only after business hours. than 201 square inches. Several viewpoints have emerged when this subject has been discussed at recent fire prevention meetings. One point of view Q • Are doors A and B shown in Figure No. I required to expresses that the building code Is very clear that all locking and • swing In the direction of egress? latching devices shall be openable from the inside without special knowledge or effort regardless of the time of day. The exceptions In the code are the only deviations. Another point of view states that the code is silent about after - business -hours security, therefore allowing any type of lock or latch as long as it Is open during hours the business is occupied. oCCU1MRr LOAD OCCUPANT WAIL OCCUPANT IOW OCCUPANT LOAD ate Is okay across an exit door so PEOPLE an PEOPLE to PEOPLE so PEOPLE The question arises, if a security g Y as long as it Is not used while the building is open for business, then - what is wrong with a "2 by 4" with brackets or a hasp and eye bolt as long as they are not used during business hours? A coNNIOOn IL MEMOIR Of 9UILDHO PLAN H • We would recommend that the provisions of Appendix pGUnE N0.1 ni r Section 714 (h) be applied. It is our feeling that the • Doors A and 13 serve an area having an occupant load of Problem is similar to that of stores opening onto a mall. A • D0. ,bus, In accordance with Section 3304 they Regarding the 2 by 4 with brackets or hasp with eye bolt, we are should swing in the direction of egress. of the opinion that They are okay along with the sign required by the code requiring the door to remain unlocked during business hours. Q • A designer has submitted plans for a building which has When they are locked, It is very obvious that they are locked and a room with an occupant load greater than 50. We can be unlatched from the inside without any special effort. • contend the doors must swing in the direction of travel. He feels that each door serves the total occupant load divided by two If a room has an occupant load of 10 or mdre (or Is a (number of exits required). If you use his logic, each door has an Q Q hazardous room) and Is provided with a pair of 3 -foot 0- occupant load less than fifty and the doors would not need to swing Inch by 6 -foot 13-Inch doors when a single 3 -foot door provides the out. required exit width, is It acceptable to have manually operated Who is correct? dead bolts In the inactive leaf? If the answer to the above question Is no, would an acceptable A • Your Interpretation of the code is correct. I he designer alternate be to have the dead bolts but also: • has used the tributary area approach which is not 1. have no visible hardware on the Inactive leaf, Intended to be used in determining the swing of exit doors. The 2. have the Inactive leaf blend (i.e., match door and wall wood code reads "serving an occupant load of 5 or more ...." There- paneling, painting the same color, etc.) into the adjacent fore, since the total occupancy of the room is SO or more, the doors construction and, must swing in the direction of exit. 3. have an exit sign painted on the active leaf? _., Section 3304 (c) (c) Type of Lock or Latch. Exit doors shall be openablc from the • Where only one leaf of a pair of doors satisfies the inside without the use of a key or any special knowledge or effort. A ■ required exit width, It is our opinion that, In accordance EXCEPTIONS: i. In Group B Occupancies, key locking hardware with Section 105, you have the authority to permit manually oper- maybe used on the main exit when the main exit consists of a single door ated dead bolts on the inactive leaf when all of the three conditions or pair of doors if there is a readily visible, durable sign on or adjacent to staled in your inquiry have been provided. 99 416 • I am especially concerned with the Intent of the code as latching mechanism when a minimal force is applied lo the releas- ■ it relates to the Use of locking hardware on exit doors i n ing device In the direction of exit travel. In general, the release residential occbpancies. Is it the intent of the code that a double- device of panic hardware is in the loan at a bar or panel extending cylinder -keyed dead boll (requiring a key to unlock front the inside) not less than one half the width of the door and placed such that the . be specifically prohibited from the one main exit door in one- and weight of an individual leaning or pushing against the releasing Iwo-family dwellings? I am concerned by the fact that cerlaln device would automatically unlatch the exit door. advocates of building security are improperly advising owners to 1he reason for requiring panic hardware on certain types of install such devices on all doors from the dwelling. occupancies Is to ensure that the door Is maintained usable as a means of egress in a panic situation. The use of unlatching devices r A ■ 'the charging section of Section 3304 specifically stales adrerthanpanichardwareisundesirablebaseduponactualexperl- that Subsection (c) Is applicable to all exit doors regard. ence in emergency situations. less of the occupant load served. Therefore, the exit door from In a panic situation, persons attempting to flee a fire or other residential one- and Iwo - faintly dwelling occupancies would be danger have a tendency to jam up against exit doors. If only a door required to conform with the provisions of Subsection (c). The sta in knob were provided, the crush of people can and has prevented thrust of the provisions of Subsection k), more specifically Excep- anyone from turning the knob to open the door. Since panic hard - (Ion 2, would be the permission to install a nightlatch dead bolt or ware will open when persons press against the release bar, the security chain for security purposes. However, the exception pro- potential for trapping and crushing persons is eliminated, thus the hibits a device which Is only openable from the Inside by the use of term panic hardware. a key. Therefore, the Installation of a rinuble•keyed dead boll would be prohibited on exit doors from residential units. Section 3304 (f) Q . What Is an automatic (lush boll as used on exit doors in (0 Width and Height.. Every requited exit doorway shall be of a • pairs? size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet in height. When installed, exit doors shall be A . An automatic flush bolt is a hardware system for dual capable of opening so that the clear width of the exit is not less Than 32 . exit doors wherein the inactive leaf remains latched inches. In computing the exit width required by Section 3303 (b), the when the active leaf 15 closed. however, when pressure is applied net dimension of the exilway shall be used. no the active leaf to open it, a pivotal cam swings out of the Inactive leaf actuating the (lush bolt so that the inactive leaf will also open at Q . When double doors are used as exits from a dwelling, the same time. This must be accomplished in only one operation by a we require the door leaf with the door knob to be 36 the occupant for an approved automatic flush boll. inches- Some builders seem to interpret the use of two 2 -foot 6 -inch doors as being acceptable and as an intent of the code, saying it is accepted in other cities throughout the state. Q . With regard to Subsection (c), would a locking rnecha- While this may or may not be the case, we feel that any use of • rilsm opened from the inside by means of a thumb turn double doors having leaves less Than 36 inches in width would quali as or lock hich could be opened without any special require a three -point automatic device opening both sides slmut- taneously or provide an exit elsewhere meeting the 36 -Inch width N---' A . A Thumb turn m echanism does not qualify as a locking requirement. • device which can be opened without the use of any Would you please comment on what the Interpretation is. special knowledge or effort. In order to satisfy Ihls requirement, the operation should be limited to one such as a simple turning of a . Section 3304 (a) requires all exit doors to comply with door knob, push against a panic hardware device or push against a a Subsections (c), (q, (j) and (k), regardless of occupant push plate for a door without hardware. load. The exception to the last paragraph of Subsection (c) allows If the door can always be opened from the inside by the single dwellings to have manually operated edge or surface - mounted (lush bolts. Three -point automatic devices are not required, pro - operation of a door knob only, there would be no violation of this section. I( a door has a thumb turn with no other device located in ion vided 1 the r ich p meets the on 3 04 cis of the second excep- l the area where door hardware is usually Installed, it may be accept- lion to the (first paragraph o(Seclipn 33041c). ed as a satisfactory locking device. Some Thumb turns may require Section 3303 (a) further states that buildings used for human a number of turns to lock or unlock, which would not be accept- occupancy shall have at least one exit door which meets the re- able. lh ethumbturnshould requirenonmorespecialknowledgeor quirementsof Subsection ( f1 . The exact wording in Subsection (1) effort than the turning of a knob. We realize that a factor of judge- concerning door size Is that "Every required exit doorway (empha- sits ours) shall be a size as to permit the Installation of a door not less menl canes into play. T he thumb turn should be one of reasonable size and which is easily distinguishable as a latching device. than 3 feet In width and not less than 6 feet 8 Inches in height." Also, exit doors shall be capable of opening to allow a clear exit - Section 3304 (d) way width of not less Than 32 inches. Thus, if a doorway is of sufficient width to allow the installation of two leaves, each 2 feet 6 (d) Panic h ardware. Panic hardware, when installed, shall comply inches wide, it satisfies the condition specified in Section 3304 (0 with the requirements of t18.C. Standard No. 33 -4. The activating and Iwo 2 -foot 6 -inch doors would be acceptable. member shall be mounted at a height of not Tess than 30 inches nor more than 44 inches above the floor. The unlatching force shall not exceed 15 pounds when applied in the direction of exit travel, Section 3304 (h) When balanced doors are used and panic hardware is required, panic (h) Special Doors. Revolving, sliding and overhead doors shall not hardware shall be of the push -pad type and the pad shall not extend be used as required exits, across more Than one half of the width of the door measured from the Power- operated doors complying with U.6 -C. Standard No. 33-1 latch side. may be used for exit purposes. Such doors when swinging shall have Q • two guide rolls installed on the swing side projecting ow from the face • What is the purpose of panic hardware? of the door jambs for a distance not less than the widest door leaf. Guide rails shall be not less titan 30 inches in height with solid or mesh panels • 1 he purpose of panic hardware is to provide an exit door to prevent penetration into door swing and shall be capable of resisting a • with hardware which is designed to release the exit door horizontal load at top of rail not less than 50 pounds per lineal foot. 100 t IkLi i wi Mil NO i bt IAUt UNLESS . THIS CARD IS POSTED THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT K& ` LD 6I2LS ,Dc:, p_1,4 kpp /pr ,47Tcr) 'Fri77 "toi P b(.r�.Lc — cw 2;1 Z N1 GARFIELD COUNTY, COLORADO Date Issue .1 %..i. -E Zoned Area Permit No 41 i 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 frop34he County Builddip n ector and IMMEDIATELY BECOME NULL AND VOID, J Use t A es - In "i * / 7 1 r - ;..... ( Address or Legal Description ,lI . y y- 4141 1 p e OwneCb n T R M i n , Ontractor /t�I Ail+ I�R .4 St e Setbacks Front cr.t. . ` a•• Rear Thia Card Must Be Posted So ntil Final Inspection. 1/4 1 ,tee Zoning �� .•� J {°`Cr4•2g•g 0. r J/ .4 A V STATE - Spector)(; Footing 3 /T(%', ?Y rri,,, i V 4 tit)-(- Foundation ( -N c&„.44.4'31,41-.--' i120— Plumbing Underground , c,-4 . Gas Piping �on Frame 0G,r), pe ,.,., 7 . 77 At' . 7 Plumbing -Rough N.A Drywall 0 7— /7/7.J , . Electric -Rough 7 � (by STATE. inspector) �� /7 Final CA/ 7 — y,/ „ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 109 Sth Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD