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HomeMy WebLinkAboutPlans,PPE R LEVEL FL:MR PLAN cu a_ Ln L II 7- cs (7) -P U U a 0) -P SI CD I 2V-tmoscAre-cKT-eriA \X N., <0 FLUOR PLUG N WING ONS 31w3-Ianailiilvag 1 F f BMX IILOUR PLUG IN) cn DMX ABOVE / MIC ABOVE I FLOUR PLLIQI zr --f 81311T- MIT VAIL ABOVE TRovice FOR MITA 1453,J -COR III/TURe MAD( I 1 -22 1 H r s3 -WAY sairAY LI TERC0±1_11 TI -22L movice rat CIIVER mess PDX MC PUT UM 'MOCK N TI -22 frailizzontr SS 1E3 r - TII-3,4 T -34 v1 E.LTI N G/C& S,TE 4.\\\;-sTitthiti, ‘,,,/// \\„ /‘ ISIAMITTrUCI Val= ?MING flNL Silr,r1C4,110119 TrIls TI eek 4,04 DMX ABOVE / MIC ABOVE DMX IN PIT WALL/ HAND HELD REMOTE] CNJ. (a. !LING 0 01 rA nr ENe'' Q. CO -Atio Ft Wt-Cri f466-2 Qg CEILING RE CEP TI ON T 1-33 I- 1 -2A 77, r4 *WM- LLTORTUM WALL 1 AVE 9C/' C SYSTCNA And, AT A tra opar mot 01.11113 10'CEILING rRovIc PONE. 1:41,00 WOW 04 l'Oft riJrUR1 RECEE,SED 1 RACK 8'GEILING 191Xtr414 PRIVING srecincATOtis --42-4-111AST1O11161LAY-111. I fl M; 4' IN TAILLC1,0 vt 91.A rLC‘i 0 I- • 11 Vs) . ,fi 1 \ \ \ i \...._._L..,- \:\ 1 _ __t_.,_ — --- \ 4-\ I' L_ 1-. L • \6.-------• ------- . _ ___--r-i- rsovioe 11[111. O,n nip .1430% role. rime TRACK FIRST FLOOR LIGHTING PLAN -AUDITORIUM SCALE13/16' —0' N. IN] k) STALL_ Eu:67&-n/2-1c/i-t_ (2.17ta_Tif Oiclk Cat 4 (74-4-ct, 6.42 r-- (Cc C4 -'c 1---1 4' en CAA/07i on44-r-lei (t-< x - 5c1) C s I 2V4ANMICArtGc1.-12GA RWu tisee, 40 Sunset Dive tl I El wok CO 31621 (W) q27405 I SHEET NAME: LIGHTING PLANS DATE: 5/7/2001 11111•11111111111.111\ 1. 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AtA4k e )( (--Detlfic eiv eafrop mom- Varls6m,c,c( /4/WA& iWr : ) .449 tLtica,tj pfL -c/(O(3 IA CIO-- FOLLOW SP011" - • \ 1 Rising Bum lintetpdren, 40 &mut Dthe A 1 911140, OD 811621 IWO) 917-00311, CO1V1 \AU\ 1TY HALL CD C') LjJ Lj CD LiJ f=1 0 CCI SHEET NAME: LIGHTING PLANS DATE: 5/7/2001 Shira Mcllr©y — Lightinc Design 5/7/01 BASEMENT LEVEL FLOOR PLAN m CO c 0 A P1 m N -n Zn iA3 1331 COMM UN TY HALL WALDORF SCHOOL ON THE ROARING FORK 16543 OLD HIGHWAY 82 CARBONDALE, GARFIELD COUNTY, COLORADO CIA (.4 0504 CRYSTAL CIRCLE, CARBONDALE, COLORADO 81623 SON EVERGY& SUSTAINABLRDESIGN (970) 963-0114 - PHONE/FAX BIOSPACE@ROF.NET - EMAIL / f t \ 1 j - r ( i fr1 r16h113 f }� k L 12011 L lE C L'7 ?+ - ' 77:11;� ! jj rri ii / _ _ - Fr i/ i 1 1 r i ( i _i ._ . —n ._ . ..__.. _... t . ... 1\ ... ..i .s ... y i CD GHT/SOUNI F i f 4\ €.E f i; rn i4 \ i l F li' W i 1 t \` Ej t i i may • i if j r- ! „.„ \ r16_,B I _,...., -� 1. f 1r`). { �t U.`, L r• C fir. ! J m CO c 0 A P1 m N -n Zn iA3 1331 COMM UN TY HALL WALDORF SCHOOL ON THE ROARING FORK 16543 OLD HIGHWAY 82 CARBONDALE, GARFIELD COUNTY, COLORADO CIA (.4 0504 CRYSTAL CIRCLE, CARBONDALE, COLORADO 81623 SON EVERGY& SUSTAINABLRDESIGN (970) 963-0114 - PHONE/FAX BIOSPACE@ROF.NET - EMAIL 7 LU LIGHTING HUVPHRIES z C:1 CL WALL OR CEILING /I MATERIAL — P2381-4 STUD NUT 1/2-13 NUT 1/2" WASHER FIXTURE YOKE 1/2" FENDER WASHER tttit, . UNISTRUT P1003 NOTE: PROVIDE ADDITIONAL P-1010 NUT WITH 1/2-13 X 4" EYEBOLT FOR SAFETY CABLE ATTACHMENT, 1 PER FIXTURE MOUNT POINT. CLEAN AND PAINT ALL MATERIAL S' PER ARCHITECT'S INSTRUCTIONS, UNISTRUT MOUNTING DETAIL SCALD = CElOLE •iAND HELD REMOTE #11 Ii OH 0 1/2 1 2 THEATRICAL STATION TYPE 1 SCALE! NO' = 0 1/2 1 2 A COLORTRAN i48 QUAD DIMMER RACK 48-2.4kW DIMMERS P/N 4-1130 BRANCH CIRCUITS 2-#12 PER CIRCUIT NO COMMON NEUTRALS , 1 .. - ..... -------H 4 ) THEATRICAL CONTROL STATIONS " STAGE LEFT ORCH. PIT ABOVE STAGE 300TH BELDEN 9829 DMX CABLE BELDEN 9830 HHR CABLE HEADSET COMM CABLE- REFER TO DRAWINGS FOR HEADSET LOCATIONS 200A MAIN FEED 120/208 3PH 4 WIRE + GND WITH MAIN BREAKER DMX our (I, THEATRICAL STATION TYPE 2 SCALE = III 1•111111.111111111111 MIME I I ! 0 1/2 1 2 THEATRICAL RISER DIAGRAM SCALE' NONE CON S OtE HAND HELD REMOTE OUT ( IN •1 �. THEATRICAL STATION TYPE SCALE' 11-0' = 1'=0' 2 0 1/2 1 FiAtsi E) I C. L ) HAND HEED REMOTE M THEATRICAL STATION TYPE 4 ('N. 1 ;'61`, ElRO.CIvt NTEI SCALD 1'—O' = V=0" PrITZIWT5TrIT 0 1 /2 1 2 Mainz Sun liatapirxe, Inc 40 &met Drive 1 flualt, CO SUM, 011149274os' SHEET NAME: THEA'RE DETAILS DATE: SCHEDULE LIGHTING CJ U) z H V LTJ n F _J cv CD LUMINAIRE SCHEDULEBATE PROJECT J(78 PILI TYPE SPECIFICATION / DESCRIPTION LAMP INFORMATION TOTAL WATTS MANUFACTURER CATALOG NUMBER VOLT MOUNTING DEPTH REMARKS TYPE QTY. LAMP TYPERECkSS COLOR TEMP 10,000 OSRAM/PHILLIPS OCTRON/QUICKTRONIC T8 CRI 3100 3500 86 24,000 PHILIPS F32T8 1800 LINE VOLTAGE 5" NOMINAL APERTURE DOWNLIGHT, 10,000 86 HALOGEN GE ELCO EL5ICA 24" NOMINAL 8, RARE—EARTH TRI—PHOSPHOR 1400 7 1 /2" INSULATED/AIRTIGHT Al REGRESSED ADJUSTABLE GIMBAL RIN, W/ CLEAR ALZAK TRIM HALOGEN 1 PAR30 50 HALO EL577C 120 RECESSED 5 1/4" AVAILABLE SYLVANIA REQUIRES MATCHING BALLAST OSRAM 50PAR30/CAP/FL 130V 10,000 86 20,000 GE F17T8/SPX35 OSRAM 14533 TWIN T5 LAMP, 4—PIN BASE 3150 12 1/4" CONTRACTOR TO CONFIRM 20,000 LINE VOLTAGE 5" NOMINAL APERTURE DOWNLIGHT FT4ODL/835/RS BIAX HALOGEN 3300 ELCO EL5ICA 20,000 PHILIPS 7 1/2" INSULATED/AIRTIGHT A2 W/ SPECULAR CLEAR REFLECTOR HALOGEN 1 PAR30 50 HALO ELS530C 120 RECESSED 5 1/2" 82 10,000 OSRAM 50PAR30/FL 130V CF9DS/835/ECO BIAX LOW MERCURY 600 3500 0S14533 10,000 PHILIPS 12 3/4" COMPACT F! CJRESCENT DOWNLIGHT, NOMINAL 6" APERTURE, 82 32W TRIPLE GE PORTFOLIO 08132—UNIV-6151—LI—**—** 6 5/8" ALTERNATE: DELRAY F2 W/ VENTILATED TOP, SPECULAR CLEAR ALZAK REFELCTOR ASSEMBLY, HORIZ. LAMP FL 1 3500K 35 STAFF S5D6108S*6113RC—** UNIV RECESSED 6 1/2" 6100 SERIES DIE—CAST ALUMINUM SOCKET HOUSING, UNIVERSAL BALLAST, 120/277 26/32W 80+ CRI LIGHTOLIER 8081CCLW-6132BU 6" COMPACT FLOURESCENT WALLWASH, NOMINAL 6' APERTURE, 32W TRIPLE PORTFOLIO C6032—UNIV—**—LI--**—** 9 7/8" F3 W/ VENTILATED TOP, SPECULAR CLEAR ALZAK REFELCTOR ASSEMBLY, VERTICAL LAMP FL 1 3500K 35 STAFF S5D630*H-6313HW—C—** UNIV RECESSED 10 1/4" DIE—CAST ALUMINUM SOCKET HOUSING, UNIVERSAL BALLAST, 120/277 26/32W 80+ CRI LIGHTOLIER 8021WWCLW-61328U 10 3/4" RECESSED PARABOLIC TROFFER, 3" DEEP, 12 CELL, SPECULAR F32T8 LIGHTOLIER 2EP3*232526—M1 UNIV 5 15/16' F4 LOW—IRRIDESCENCE LOUVER, UNIVERSAL 120/277 ELECTRONIC BALLAST, FL 2 3500K 66 METALUX 2P3*-232—S26—*—W—UNIV—** UNIV RECECSED 5 1/2" 80+ CRI LITHONIA 2PM3N*—B-232-12ND—UNIV—* 5 1/2" RECESSED PARABOLIC TROFFER, 3" DEEP, 18 CELL, SPECULAR F32T8 LIGHTOLIER 2EP3*33236—M1 UNIV 5 15/16' F4A LOW—IRRIDESCENCE LOUVER, 2 UNIVERSAL 120/277 ELECTRONIC BALLAST, FL 3 3500K 93 METALUX 2P3*_332S-361—*W—UNIV—** UNIV RECESSED 5 1/2" 80+ CRI LITHONIA 2PM3N*-8-332-12ND—UNIV—* 5 1/2" RECESSED LENSED TROFFEI', Al2 .125 ACRYLIC DIFFUSER, MINIMUM 72% F32T8 LITHONIA 2SP—*-232—FW—A12125—UNIV 4 1/2" F5 EFFICIENT UNIVERSAL 120/..'77 ELECTRONC BALLAST FL 2 3500K 66 METALUX 2*232—A125—UNIV UNIV RECESSED 4 1/2" 80+ CRI LIGHTOLIER SPS2*FS232 8' TURRET STRIP LIGHT WIII-I SPECULAR REFLECTOR, 79.7% EFFICIENCY F32T8 METAL OPTICS 4—WE—SN8XNACL045ES11 5-3/10" LEtNRIRE IN SERIES OF 3 F5A 2 EFFICIENT UNIVERSAL 120/277 ELECTRONC BALLAST FL 4 3500K 128 120 SURFACE -1 5" CHA)SIS 80+ CRI 3-7_/5" HEI BHT 8' TURRET STRIPLIGH T WITH SPECULAR REFLECTOR, 79.7% EFFICIENCY F032 4' METAL OPTICS 4—WE—SN8XNACL045YS1 1 HIGH LIGHT OUTPUT F6 SURFACE MOUNT, UNIVERSAL 120/277 FL 4 3500K 128 120 SURFACE WIRE IN SERIES OF 3 ELECTRONIC BALLAST 80+ CRI F7 4' LINEAR LOW PROFILE Ut LERCABINE-T LIGHT, MILK WHITE DIFFUSER, FAS; :NER—FREE SURFACE, ELECTRONIC BALLAST. FL 1 F32T8 3500K 80+ CR AMERICAN 32 FLUORESCENT TUQ14ORSWE8X001 UNIV SURFACE F7A 2' LINEAR LOW PROFILE UNDERCABINET LIGHT, MILK WHILE DIFFUSER, FASTENER—FREE SURFACE. UNIVERSAL ELECTRONIC BALLAST. FL 1 F025/835 3500K AMERICAN 25 FLUORESCENT TUQ12ORSWE8X001 120 SURFACE SURFACE MOUNT 1X4, TAPERED CLOUD W/ ACRYLIC DIFFUSER F32T8 AMERICAN FLUORESCENT CSW -224E8 27-1/2" W/ WHITE CHASSIS F8 ELECTRONIC BALLAST. FL 4 3500K 80+ CR 128 120 SURF, ,CE 27-1/2' 6" SURFACE MOUNT 2X2, TAPERED CLOUD W/ ACRYLIC DIFFUSER F017/835 AMERICAN FLUORESCENT RC -22 27" W/ WHITE CHASSIS F9 ELECTRONIC BALLAST FL 4 3500K 80+ CR 68 NULIIE OR AS APPROVED 120 SURFACE 27" 6" 2X4 SURFACE MOUNT, TAPPED CLOUD W/ ACRYLIC DIFFUSER F32T8 AMERICAN FLUORESCENT CSW -244E8 51-1/2'" W/ WHITE CHASSIS F9A ELECTRONIC BALLAST FL 4 3500K 80+ CR 128 OR AS APPROVED 120 SURFACE 27" 6" F10 LINEAR FLUORESCENT STRIPLIGHT, LOW PROFILE HOUSING, ASYMMETRIC REFLECTOR, UNIVERSAL ELECTRONIC BALLAST FL 2 F32T8 3500K 80+ CR 66 LIGHTOLIER METALUX SW248— SS -248— UNIV SURFACE LITHONIA C232— SURFACE MOUNT PARKING L;JMINARE, VERTICAL LAMP ORIENTATION 85W MCGRAW—EDISON PSL G1 MODULAR LOUVERS, ORIENTED TOWARDS DRIVE LANDS QL 1 4000K 85 KIM PGL 120 SURFACE INDUCTION LAMP 80+ CRI OR AS APPROVED METAL HALIDE PAR DOWNLIGAT, NOMINAL 6" APERTURE, GDM/PAR70/XX PORTFOLIO MD6X-730-6501—LI—**—** 10 1/2" Hi W/ VENTILATED TOP, SPECU: AR CLEAR ALZ_AI< REFELCTOR ASSEMBLY, MH 1 3000K 80+ CR 80 STAFF S4D6341—S*_632OTC—** UNIV RECESSED 11 3/4" DIE—CAST ALUMINUM SOCKET HOUSING, AROMAT UNIVERSAL ELECTRONIC BALLAST BEAM TBD LIGHTOLIER DL6PCLW-70 10 1/2" DECORATIVE PENDANT TBD P1 TBD 120 CEILING MOUNT — FLUSH PENDING TBD P2 SURFACE MOUNT DECORATIVE FIXTURE 1 120 SURFACE MOUNTS FLUSH ON CEILING 120V TRACI< W/ LOW VOLTAGE TRACK HEAD 50MR16/NFL/T ELCO TBD T1 W/ INTEGRAL TRANSFORMER MR16 1 50 120/1 SAME AS X1 EXCEPT DOUBLL SIDED CHLORIDE REFERNCE SERIES II X2 GREEN LED LED SURE—LITES CAX SERIES 277 UNIV LITHONIA LES SERIES SAME AS X1 EXCEPT "AREA OF RESCUE ASSISTANCE" GRAPHIC CHLORIDE REFERNCE SERIES II X3 LED SURE—LITES CAX SERIES 277 UNIV LITHONIA LES SERIES NOTES: 1. CONTRACTOR TO CONFIRM CEILING TYPE AND THICHNESSES PRIOR TO ORDERING A. SHADING OF ANY FIXTURE DESIGNATES EMERGENCY CIRCUIT. 2. CONTRACTOR TO CONFIRM VOLTAGE OF BRANCH CIRCUITS AND LUMINAIRES PRIOR TO ORDERING B. 3. C. 4, D. L A V D SCHEDULE pro,Ject TYPE DESCRIPTION LUMENS CCT CR!LI RA(HRS) MANUFACTURER PART 1800 48" NOMINAL T8 3250 10,000 85 10,000 OSRAM/PHILLIPS OCTRON/QUICKTRONIC T8 LOW MERCURY TCLP— COMPLIANT 3100 3500 86 24,000 PHILIPS F32T8 1800 2950 10,000 86 24,000 GE F32T8/XL/SPX35 2400 24" NOMINAL 8, RARE—EARTH TRI—PHOSPHOR 1400 10,000 82 20,000 SYLVANIA F017835 T8 LOW MERCURY TCLP— COMPLIANT 1300 3500 85 20,000 PHILIPS F17T8/TL835 2200 SYLVANIA REQUIRES MATCHING BALLAST 1350 10,000 86 20,000 GE F17T8/SPX35 TWIN T5 LAMP, 4—PIN BASE 3150 85 20,000 SYLVANIA FT4ODL/835/RS BIAX 3300 3500 82 20,000 PHILIPS PL—L-40W/35/RS 3200 3500 2840 10,UD0 82 20,000 GE F40/308X/SPX35 3200 COMPACT TWIN TUBE, RARE EARTH TRI—PHOSPHOR 580 10,00`_' 82 10,000 SYLVANIA CF9DS/835/ECO BIAX LOW MERCURY 600 3500 82 10,000 PHILIPS PL—S9W/35 600 82 10,000 GE F9BX/SPX35/835 CFL—T COMPACT T4 OJICKSTART W/ INSTANT STARTER CHIP 2—PIN 860 2700 84 10,000 PANASONIC FQ13E27.U/2 COMPACT TRIPLE TUBE, RARE—EARTH TRI—PHOSPHOR 1800 85 10,000 SYLVANIA CF26DT/E/IN/835 CFL—T LOW MERCURY TCLP— COMPLIANT 1800 3500 82 10,000 PHILIPS PL—T26W/35/4P ALTO 1800 82 10,000 GE F26TBX/SPX35/4P COMPACT TRIPLE TUBE, RARE—EARTH TRI—PHOSPHOR 2400 85 10,000 SYLVANIA CF32DT/E/IN/835 CFL—T LOW MERCURY TCLP— COMPLIANT 2400 3500 82 10,000 PHILIPS PL—T32W/35/4P/ALTO 2200 82 10,000 GE F32TBX/SPX35/A/4P t. COMPACT TRIPLE TUBE, RARE—EARTH TRI—PHOSPHOR 3200 85 10.P0 - SYLVANIA CF42DT/E/IN/835 CFL—T LOW MERCURY TCLP— COMPLIANT 3200 3500 82 10,UD0 PHILIPS PL—T42W 35/4P ALTOL1 3200 82 10,00`_' GE F42TBX/SPX35/A/4P'� 6fix feik c./( �� x • tti SHEET NAME: LIGHTIIJG SCHEDULE DATE: 5-07-01 — AN r';'.1.C.„:72!:..3, .-=:.7-ANIPAR1)5 Or F As,R: 737:: - •17., 7.R ^4 70 -AF D!'‘i 7 7 RC '74E: / REC-7 AR:.> „\G, - E‘`. 00\D -IOS, OR INHE7 AN'"`"- '""A 77-R. s "...HESE FIRr":.EN-EL-..; '70 -HE A.R....J.,- 7.:3IR. RE. ,/„E•iri a„.)"."`"' RE:7' AN17 R_EV "'"Hr /NORK THP R7'.../7?"‘"C,„:7 14-4.;---"•"1 A7` 7f-Ec..7-ON'R.A.f.r0Re;„ L. rOR &E_NERA,_ S. _ET OR HER. R.=Cil.,,IRET-; N AEA AS NOT -0•I'ZI-AY" /NOR< N PROcraRESIIS Q SS TIC-Nrf- A\i0 OR A AEARAN.f.,EI AN L3.,'OR NO rt--iA- A 4:'q..C..",DL,•,C,- TF -E r-) 51:A\":„7 TRAMP AN r,agz 77- N.&r: FOq7.-rE5E.T "2;0•O„,....vr:N-'----. 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Exterior 5.ofIFII-.5 FcReciarreo Certi:•o soy,e-C&oi,Ars000 soffflts seaeo frNItr eNteot.„1-,er 5ose, ec soole, 5r"r"Or" ir"ter •:`-or-e 2x4 f,rder IoIrtea 5:Lb erode ia•-„tc.0 orode ot 5 Plotess: A2,0 =,-eser.ic 5e.--cres 5,,,,r4-`acco 3 saes Elook(sheRes 5:4 54S. A,I CC:cc x 2 4I N r" 4-5 A base eaee x ,."4; \lc 5t(-71!"". er•:.1Cle r77',S71".. aro .soFffereto ocliI:nos tc xe.. t4c :oso et0•101.^(74 S-35 or.;:t soF:crea ce iinas o" Ix6 5Or'-,tte oNtr- 5e.Ot.:r.e ""-.OtrO5Ote: obsorptor.A tcr locr t.c SorroCo tOrewe oro preFHIs.-lec; orr,noted st-To ff'oorIna ore-;',-IsreoorOS5 sub -'Icor on Ix o: ora vabor restorOe•- r -o eNi-.71 ore P.cc, 1.„.4 r..f.;.rrbereo cot^ saes:o 2 P -o,tc or 3..41-I ".17-77,\ At to.cr n‘litn ar..0/4,a: scren4s. „r,to .1C1c..ire to be Actor e ;cotIne ACtOr co to ,O79,0-5 CSS t o„, O.17.enboo to cc core !"71C to „se col ose or cotton Botts rti 1r' ere coss„ e r„.7; 2) °ens :I.ocrelass ootte or 6, black oIost /ocor tea occkrc C%)PPIe5 t'ote ,eior 530t4 -t. V....or ott-c Roc4 oPt c;ott 3 2 011,60 3?.?; to 001e5 R- o . ce.t.,,cer F.o.r.c.t--a costs ReIrc'orcea "Itn 2 o:c ac. Exter Scoa trot: t OinC-1 5 Lod: :.:„.errert case E oer c„,e5 co or sornote5 str:-7,-; te\t„,re oster tc oeS ps iarrora incer coot c- C.4:3-rcorz„e 'corners .:"Irld esiirs00^5 expcncea -etc: r.tro..tcct or corstr,,,ctor actaII.5 or re'nconcire as ber i\ey,4 dr,6 cOe drie code Aoperax CI -doter A-.errotiee ''rlorer C.7'4:..1 \retneO5 OP Cors:,-vc..r)orl_ Nor --t_oadoca•-ra-5v ScIe 5re0t.r(-r-.9orloi cerrent stvcco, co,. -_,-"t st„c‘to L2 or""f". r 2' OSE or 2xe, c -o'r'e. IrstO otion c-er con'in-cr occ.edteo p'aCtOe5 Cc- t:o be frotor Pc'e st,cco o- coot Eer or to oe :o st, oc• e exceo: correr5 ^irdon‘s aro -tor5 to oe go,stc -,ett 2t St l tO ce 0:e.C.-teO letlef."5 OrOOle 3 o, ore oc:per r,rdors eoeers Sro Imotcr 5:Ire dro., Cok, Rabe be -g C155 0051-0 50 -,re es tr jeor- ,Norrof-t or 5-0° r00°IrC, 4is t tcrea- roc,'; '4 s:eeoe-,. 56, AR &race t.,,trarc 5000 at eaves ord 'c,5 a- roa&s- 4 '2 o, at:er. tc e 1,NR &..oechoe o.t,,,It,-ore 300C tnrout.2.-0,..t ^-stol o -'=„or, ...'EC set,tion '5 - eN, --se r-o0P5 060 le 0(7- t)e. r e; r-err'.0-0c c',c- tcr o Ot Or " oSr.,-o to .5r ro 05 DOttO,r QAroc;; " a• -t' ,otOr "-"Io-ArYier co 5,, d.ra Cr" er....c 2 Exparoca Po st et ot'or ce or, erat-,e. 24I >kric'.S---. t„)c Or- '-eir'"O'Oe0 oet Pron- „:„C").,C .2./er JQ L -.."..,r0:',"1: .-.1t Soo 5oser,ert ^0115 to cc -5,lateo extero,- 1"1,0r trot C".;°. 2 .5,e,.r"sto, CC"- "'C'n,..P e" spe::5 rIo„..root OrDrs oer4Ic..-otcc4 ,Ake5 Ir evt, 5C00:CIr eattc--- c 7.2ra''' toOl:".7.11i0"t or ' be tok..,e- ncic '--be-recabc o--c-;-o-r• top o; erooececr:c.rclat arar, evtte-5O r slrovvr - c'""rIr 5' r-c:o, oetc-rr ot 'soN Ar::-..I0eN5 ''^C.:1•"' C -`""*4,0 "O EI.xte- "cod 5o.Id cistorn :rarres Irtee 3,core SL rtorcieiore. S,09e 50t ""'"5.''' r"-)""::::? C."; e-.0-5 POrIc".• '`O'Co.C•-C oco,s s '-e0v,re0 LS)LA cooe Sc cc- Scrc,c,, Pro, .-;cr tp,c st%s t cock- oacr voc, c ; eXC3 rmuspace to „0-FIN'3HE5 co , ;roe q-oi,ro co -nee' occO Qt oor•re.-s: LorOVi 50,5 5r":0^,- rtire*-e Oc-55:O'e PO'-•t-t",-"-:e0e1OCI:;e: O."; Ro.fry V02) Color to oro.vIce tree son -pies to owner. 4oz "vrer': acceot StaIrs„ Interior' trIr"" ono aGCS' C"."10t..„ SC; C. sec ri 40.0t5 05 HaroiNdx a:, cJean EIosre !'"-e-ol tar eNitIr Edo.s.rIc Resin 4 (Labr: .-‘e, to be cin -e- (..o'c:r to oe beterireo FIront porcr oasts :c ioe scoe tr \at,pro "coos rot,,nci c:, oreservatI./c co..I-yaIent. 5-"trOiN tO 4" 0.4 Eatnroon.r, ercIos.),res,, c 4 4 x 4 /4 se- t :e OrOlre5ive5 to be non-sa,vert base a coss'oc terra:esCLiC or Consttion Aores.../c. Aatcr-r=3.osec., "-/-1"„: «.E.Y3. or 1,./olie.". or r'7eri050CAro-9-1es. ve A 5„coces except auo tor -Pr c,,r.t..nrr.....ora stabe to e rrICr 'floor no eq.9-'-e,"reet C.f.:n4_•.re:e See :,r,Isr 5onco.„ e tCHet Or'C ',7),'Ne- ev& tc.';'Hetst ae toe ADA arab bars "-CC •-=riON -E0,,P"ir. *,-.Htcrer oreo :0 ^ove 5.Ze e .o../ef, Pe oro oierneco Ex -5 t ovN sone r:. ---^roe rood to cc rc. Rer,oe.crotor Bo.trroan. to r2 R\ SHN5S 5;4 owner 31 /ISION !.3-5PE.GrAi_ Solar collector corroorert.5-Plurnia le, 54' ...Sapper 5L,opl,1 I R -L," 0 -ea,.)l-co se, sc,-e. "I-05 AZ.,01-et:e IsolatIor betn,eer r"'1,5<, prOc_Cce ond acta oet...\eer '0^Ou ord 5o:„.rO :2) / 4 2C;Nir'''''IN.,S /ert,CO 'Pt ;Or po-o octe,eer baserrert e-'-c'stade c/c. at boosstaee area. ,45556,1 =rovIde 42)A "e5t Star Off loao9 5irrIlor t -C; (.70roion'..0 rnQS' cle i:t cack...staee stets along east soe a; cosi< stacle carc4..) Pno,/oe exraost Pons ,'r'' OOthe00,'",5 0--rej 3,5terr speo,'Icot.cr.s Lrc,-9,„ EFF Ent Not.,ro. oas reat soe r0ctorlc...teHoe. 0, :or coo:Ire c..torarrIzer ventilation or neat odvarcco 5- c„ontro'cers.-,'sensors t. zone verso.; Ie c“II,tre oorY ,reer.,ro -ocrrs practice, atiator rr dorce --e;resnes apoce cc -r-' POr 2;25 ceop-e brotectior spr'ric.ler s„,stern / EL_EC.7R CAL. ort 1R.!5 Enteror.5es Ebsolt ro-oaen l'y-tInte pee re plan Pro„.-„, •-0 C C 50L,tr- roc: rstalat'or. 5rrov...e aro f., -.0,00r rror-ox,oe oe:ectors Frsterr erItr t, Arc :Or oor.5. Pre/4re o,00r FO' OGOv5tIG erra'-iLe'le17- Oe'0 stooe es er00e 0001t.lerne. OPP+te spacesero •'-7; :re e'n 3 4-11-70 Te2rer-;:.?1.. 4. • " • „. :7E, . • EIr c„! r .".;" '";"'„; ' _ • " •:: C.7 '2' ••!'" ' ; ":" • -;. -.'";"•••••-• # Ar-Pa2ex/F-0 1744-1v3 7-D 043 S Wt.; 6,62 A N f.7":" r. —EL $27•6 di ••i•;• riliPiddlin14140111iiiiiiiglii31,1iti•titiiiiiiiiit•idir :ad R ). 'IT. ).))..1Nr, RE'r, • E.. P S E!! E CAL 25 SPACES NW. I LI.IW FC PCKIAXIZI F I.. At (XS.KIS ,,PROPOSED 7.1 A I 26 SPACES WATER UNE >34 LXISJAAt-431416.::: .1) !. • 4 SPACES"' C I z rz N 4' co --35C ST (2% rn GP A DE Iii rF 4-- 2 wow p \JC -! op 6.) 6- - ! I Eht,TiNG • SEPTIC DI$PO.SAL !,'.:,:r"S.T.Eti,t \ N. Ell' No; STIM:114 ME* WAN., Loot 0.1 - ' c E O P.• O N A ) GAS a " "ir SAW, ;AT E')0' NP ..4410), kJ fiA5. LINE ANN triX EnegliNG OLEG WWI Mow r, . J.: \° [.) L'g).,ii TFN FLOOR 1000' ' KINDERGARTEN Alf AO' / 1 1 4 SPACES Fll.ove Pt C 8- 410 01A5/1‘. SMOOT GUAM) T P L.. A S'.5 R (.:;' OM a I D „...j ecc.41LACLe s skotU 17 e ctcces-5kWe Cec kn TaAea_ Paco! o (-Fa_ cach,"A-t-r- Fe -a_ SLge3,67zer (so S —147 rit) —1( ) r 'ARBONDALE, COLORADO 8 SI-IEET NAME: -- ( 4 ) ;3 ) C 4 I 71- A 1 A47.7 STRAE Liodij -•411 cc} A A43 ) A4.2 FRACTIC...E/GR.E.EN LIFT HO 1\ if 4 c4•4 STORAGE 115 Y1.44..1- A MEET NG/STORE fN6, 116 6LAS t•SALLS• 4 6 / / ,L. A 1CAL sAIXT-ORI4Jfrc loNALLS FL ATFORM 0 I ARE,A=025 SF/; OF 61-0" 619966.9t, 4_12(1, ,c4 61Rtu'lkX-' 1 Moil- 04,y,114,11,6tv ika ACSrrigWit. .1141q6101 VCO 10_ . WOW- Aur7iToRium 512.W 1100i Cec. 411c• AREA=I6:20 SF/ -7 0 • pRovir,E sAc-40.44, FOR "ANSCOT I HAINWONO CABINETS IN t5ALES *07;6E5 N )0( 1 0-5..41,• ENTRY 144 ' OPEN 0NTER, "VOc'ENA51...E &L.Arr- -5 RECEFTIOis/ 115 2e ; :215 I SUN HALL 4- PLAN. NO ES ALL INT 'A_5 TO E 2 A/R -1 COTTON E.A7--5. 5/5 &-YIP1.11NO rPe' • FRAME 12-0‘)-pA4/6 cr14(2, firtyp i/1 AALL A-eiTA66ERED 2X4S C 2,x6 PLATE t -t AALL. B.- SAME AS AAL A EXC„EPT Tye's° LAERS /2" 6',"-R EA SIDE (ftipb--- )ciegifea-r, 0 /) DETE,TORS/ALARMS PER C. --OE 'Pau tpa ST-r-efil 5t-6763 17,1410/1 -e• ted - 14(Ml-VO-U F 1 Al r-11.4..1-- g-nr(P 5°-2 'CO--- Se C. c Leo 711(034: (`At. -cf. — 2/ ha: - ‘-/ Lif 3/ f(lic ( arilfiy?--(q4(teri,,Tz)/ 5 I t ivSTA-- 1 mreg--(a- rt -if ,Tz-f-r, -0 GRADr ' P , 1,2 ' 'NLN S -?) 6,6wg4-ti-c r -.1Z- 566' c:.,ii cc„e-/,, k,-2,6 se,l, tcoo ii SOP t 5LAB AiNA'''' 1,4' ft -7 ' A43 EXTERIOR PLAZA dt, 0 FIN FLOOR ELE--:\i' 105-0' S YE ELEV. = OCA2I-0 7 —7 Y1AL,_ A 26 -0' 61k 4 -4" -0 61' I ' 42. ‘tv rs,A. (Pv.N54- --OOR EL -EY -0 E 012P 0-4-01 u2r14--i 4°1-w- iteJki)01- l7-0H,E- • ch (I 14 • — ' E3 1, 4 100 t01 -•••Ci' EENCH t, 4.; To ,01.• • 5 , N 6 lor El v\1 tvt-s\i's I 07 2 Dkutai q-- IVLAQ- u04-1,4-- A- Pee-‘00ec,coti(le l'Grzini,i0A-111-0rJ or -01,f- ,, vip,-v— si1,4-„L 6c01(0 tudin Eci/2- (300-4Dro-4--3 or oi r-ciLF-2A, . ilpt-crs , eVA-0,10c-riNC- .,,_., .-yriV„,,, 13At....ccep, t 6S 1 (2,(2or Ctie.--d•-.1-1/31‘g 1 6,4-YVVIVI Fi',I,, al VI-AD-L••Ve S 011‹./2. e? asi)i* C'1- Cr Aatrt . A-CL- eF.reatil 1 4471-• rP1S:Pr• HALL Vel4e- /4- EX STING AEST WING .ipprie,Ar1/4,--1 &NJ, Ccik C, 3 FiC '14 ) -6 - A A4.3 / VA N N A' A4.2; 46 _6,, 15 -6 607 -&L -P dye cimvi,c4P_C ,46c (41-4 — /iv/ /e.) plitpd-; fit,/ <NORTH CARBONDALE, COLORA — ; --....., .., el -1111,-.45. 2 ,Iil,1:.1: 1, if' , 11•*--: • •iiitt• . . •1''''' 111; 11;4' ''1(A•44.1 ici- - ,,,,,,i, ,11 ,,I.,A;rvoL.,,,,.:t;;;; ::4,;•4 I4 1;41' ; .• ' ilt;;•4' /1' / ,1$'14, ‘ ;;,;.' ,.).. 11. SHEET NAME: REV 5/2 /0 DATE: 4/ • A211 fr) N PktMe. NOR*, A9 00-1-6-0k t* Priogoomi 11-0 bit pm64-Ifitell4st6“/,'4- %, qoPt.), g VERIFY" LFT OPENING 1^0diF6R A A4.3 A43 /ENT- SHAF 1--"R ,SONST N —6" AS: ORCHESTRA N Loo _ )'4 A 4.2 A4.4 ALOR Uivf 5E1_0" SPOT L I GHT 205 E A:.2y CENTER PRO.JEC-T ROOM 2 5] r ADM I N TEACHER LOUNGE F2731 LC 20—r z w &1-14/1/111-1I FICL)/2_ 141'11-tt SP' SK, Ak;,0 id -140? A4 2/ A A4.4) 2—C A A4.2 EVEL 5ASEMENT FLAN NORTH 3/16" = '.--10" a A4.3 M LiFFEF<": LEVEL 4 55Yri- F'LAN REV 5/2 „//0 DATE: 4 /' 1 Sustoinob () ) r- 3 —6' A A44 - ._L N C ITtER5 HERE A A4.2 NO 6,u, itiRs -ERE A \ A4.4 26 r3 A4.2 __. \\\ - H FLAT — — — _, J 4,9177/ SK vvilltr:L 6'4'4"/ ( Otp---tv) 'N \ 18'-6" FLAN 5/16" = Ho" <NORTH 0 _\3Z 0 0 0 CL 0 —1 LI 0 _I n < '(cA 1,0 ilLi ° < N_P SHEET NAME: ROOF PLAN 'DATE: 4/5/01 ran 5'-6" ED dl 20'-6" l 2.5 20'-6" L 56, 0:, 4/12 NORTH ELEVATION 5JI6" a 1,-0, ARCH! TF—G.TURA_ RELIEF ate( Afr bAi L j ;al' -6" 15'-6" SHINGLE ROOF TO MATCH EX1ST14.4e5 BUILD' (?Yr) • 4/12 3TlJGG(? O'/ER 5'RAW-QA`L5 ('1YP) ^EST ELEVATION 5/16' . I" -O" EXISTING BUILPIN (pal)to S i G 2f44 - P Iv Qc as ' O '-t & HibAllau3 �.caltisxS tgdg, P4Ul9s rbt,4 cm,- ` T.O. SLAB ELEV. 100'— AL OO' - AL T.©. !/'LY ELE �l. I l I 1-0' T.O. SLAB ELEV. 100,-0" 0 v CZ 0 0 11__ 0 V 0 -1 Li 11 1 o 0z �— N p 2 0 0 ) (i' 0 NI • SHEET NAME: EAST NORTH ELEVS DATE: 4 /-)6%O Sustainoble Posign4/5/01 Dickinson, 20'-6" 12 CIT F ) L._ ' ( E ()4 SOUTH ELEVATION —0' IT 4 4? T.0, RC&E ELEV. 12T-6 i/2" r T.C. ELEV. 111'-0" T.O. 5LA5 ELEV. OC' -0" 44.-0" F-)cy-r 0132-cic Ped„ ,cEC 67- ELEV -- SIHNSLE ROOF TO MATCH EXISTING BUILDINOS (TYR) ARCHITECTLARAL LJEF • STUCCO OV'tiR STRAJAI-BALES firsir) T EAST ELEVATION L SQJTH '\EST ELEVS DATE: 4/261'7001 13 t.4 0 -$-.C T.O. PVC. ELEV. 103-0" 51TE ELEV. EL -EV, 00'-0" SITE ELEV. 4 T.0 CONC ELEV q5°-0LI °' SITE ELEV. = 1001-0" C 0 C ® 95'-6 (f) '4 -6' 8"--4" SECTION LOOKING EAST 5/161° a P-0" 0 SECTION LOOKIN6 EAST 5/44" • \\\ _AL Nr ELEV. 1111-0" SITE ELEV. = IOST -0" T.Q. CONC. ELEV. 100-0" SITE ELEV. = 1006'-0" TO. PiAiD. 'fr ELEV SITE ELEV = 10IT-0" ALTO.CONC. 1. ELEV. 1001-0" SHEET NAME: 151._:)S SECTS DATE: 4 /5/ 200 Dcsien4/4/0 0 0 C Lu C 0 TO. RIDGE ELEV. 127-0" T.O. FZ11'E ELEV, 115'4)1' SITE ELEV. = 1021-6" T.O. CONC., ELEV. 100-0" SITE ELEV. = 1006-0" T.O. R11,6E '1- ELEV. 127-6 1/2" TO RIE r ELEV. 115-6" SITE ELEV. = 1021.-6" TO, ELEV 100'-0" SITE ELEV. = 1006-0" CD 4.-Q" 2O-6" CTION LOOKING NORTH SA6* Nt l'-0' 41'-0" 20-6" SECTION LOOKING NORTH SA6" Al /7 '% N r r agh T.0 FL.. 11. ELEV. 111-0" SITE ELE\e'. = 1017'-0" T.O. PL. ELEV. I0'— TE ELEV. = I013'-6" 0 < 1Y CZ 00 LL tb, 0 CZ < 0 CZ 0 Li 0 PtekAW.-- 01017162"11A -E- IWW-.1114-reovI,5 &-4 .) /4-;--,:c 1517 cie /45f -LIF, 0 :c) Z LL > ° 0 kj (F2-4 t 5-t) ;24, :41144i -0 /11/1141--- tak 7-6i& PrIA'Fr:,,,,,,__crroe ox- se 7_ 3,p — SHEET NAME: 5L SECTS DATE: 4/5/20 A 4G-.A4I.d 4 T.O. PiND. ELEV. IOS' -0" S#TE ELEV. = 10041'-0°" T.O. &RAPE ELEV. 100'-0 °" SITE ELEV. = 1006'-0' T.O. C.ONC. ELEV. 415'-0" SITE ELEV. = 1001`-0" T.O. 'RIDGE ELEV. 127"-.6 1/2" • T.O. RIDGE ELEV. 15'43 5/'8" '1' • ELEV. LEV. #08'-0' T.O. FIN F OG'S. 100 -O'' trk u► 2 ; 20-6" 20'-6" SITE ELEV. = 1006"-O" 55'-6" SECTION LOOK I NC? NORTH 5/16" a 1 °-.p" 0 4,14 T.O. PL. ELEV. 108'-0" SITE ELEV. = 1014,-0" T.O. GONG ELEV. 100'-0' 11'-2" T.O. PAP. ELEV. 121'-6 I/2"" SITE ELEV. = 1055'-0° Y40017 PANEL 0E1L1146 AG01)51 is A1355O'RBER5 16447 SHELF YH000 SLATS \\,0 5 Y400 V'f%iNSGOT SECTION LOOKING EAST 5/16" q 1"-0' T.Q. PY!D. ELEV. I I 1 '-O " SITE ELEV. = 101'T'-0" T.O. GONG. ELEV. 100'-0 SITE ELEV. = 1006._0" SHEET NAME: siz.76 SECTS DATE: 4;'5/2©01 ELEV. 12-7'-6 1/2" TO.R1D6E ELEV. 1151-8 5/a' T.G. LEV. :05 - .0 FIN FLOOR ELEV. 1001-0" SITE ELEV, = 10061-0" T.0 ML eLE'V. SITE ELev..014-0 S8-0 20'-6" 41-0 4/12 diatitiv 4/12 1101 * FURR OVN CEILIN6 • SECTION LOOKING NORTH SECTION LOOKING SOUTH 5/16' • T.O. PL. f" ELEV. 108'-0'' 51TE ELEV. = 1014-0" obL T.O. PL. 'fr ELEV 105-0" 51TE ELEV. c 1011-0" 1-.0. CONC. ELEV 1001-0'1 SITE ELEV. = 10061-0' (:)fr'1\/,,ri'' HALL o V <1: cke_ \J IL kb 0 0 LU LU z_ 0 01 kD 7r. ir Lti f) 4 - LL ° 0 0 co ce 1.3 SHEET NAME: ClECTS DATE: 4/5/200 AS.I II PrZ111 1 STRAW BALES REBAR IMBALER FILL VOID W/SCOR'A STA6E,DN WALL DETAIL 1/4" DURON ON 1/2" CDX ON I/2" HOMOSOTE ON 3/4" CDX 2x45 LAID FLAT TJ1 FRAMING 16- 5/8 TYPE X GYP +C\ , �Q' ykiikz R5O BATTS ACO TREATED 2X ANCHO BOLTS PER STRUCTURAL 2" WARM N DRY A6.1 J SCALE: 3/4" = 11-0" X-1 2x4 .FACE NAILED TO TJI AT EXTERIOR ROUGH OPENING I6" TJI ON END, ATTAC - Ir LY TO WINDOW SIDE FULL RO PLAN -WINDOW DETAIL SCALE: 3/4" = 1'-0" IN OUT 2x4 TO END OF TJI STRAP PER STRUCTURAL WRAP AND STUFF AT CORNER PIN LATH TO SALES PLAN -C• NER DETAIL SCA 3/4" = 1'_O TOP C. EXTENSION MICROLAM R', '• SET WINDOW TO EDGE OF BALE ML 2-2XIO WINDOW -BUCK SET BALES ON DOUBLE 2X ACO PLATES BASE FLASHING • WALL SECTION SCALE: 1/2" e I I -Oen SHALLOW FROST PROT, FTC 4 DRAIN TILE 2x4 * EXTERIOR OF TJI PLAN -CORNER DETAIL SCALE: 3/4" I' -O'° LATH OVER CORNER WINDOW RUN 4" DIAMOND LATH ACROSS WINDOW/BALE JGT PROV I DE 2 LAYERS TYPE BLDG, PAPER OVER WOOD (TYP) 3 COAT PORTLAND CEMENT STUCCO I4"X18`"X3q" STRAW BALE I/2" BAMBOO PIN LAY 2 LA'YER.S TYPE D BLDG PAPER OVER TOP OF 1ST CRSE AND DOWN TO FDN OVER. POLY SENT BASE FLASHING S M!!L REINF POLY OVER INSULATION DOWN TO DRAIN XEPS INSULATION DOWN 12" OUT 24' TYP *4 REB.AR IMBALERS 1a.2 ° OC, BENT ANCHOR BOLTS PER STRUCTURAL E,X"'ERGR WALT. DETAIL SCALE 0 4" PERF FDN DRAIN r /SO+ L SEPERATOR IN GRAVEL TO DAYLIGHT IX PINE SILL ON WINDOW BUCK GYPSUM PLASTER 5/4 x 5 PRESTAINED PINE w/4`"DIAMOND LATH BACK PIN TO BALE INSTALL BEFORE PLASTER 4 FLOOR SPRI.N6 MAPLE FLOOR ON 4' RE I NFCONC SLAB IN/RAD I ANT HEAT ON 2" INSULATION ON 4"6RAVEL ON UNDIST OR COMPACTED SOIL (SEE STRUCTURAL) II11III€!' lJ { rakol 16 ea- cie t V o . INTERIOR YELL ETAIL A6 .I SCALE: 3/4 = I `-O' CEDAR IXB, OPTION FOR HARD' PLANK AND PANEL SOFFITS AND FACIA CONTINUOUS SOFFIT VENTS pl fit' Pe' 14 C4-05 C wy4 ,-s sr=''11c Pt7.4 t0 . g6-4• (C� AS HALT SHINGLES ONI Advatt, PIS S SITUTHENE ON �, -�j 3/4" 055 DECK ''14'97 ' I S.-- ' ON II ?/B°TJI'S 2X6OUTRIGGER OR TOP CHORD Ix PINE CEILING \\ INSTALL i3EFORE PLASTER B TRi -• RS CEDAR PLY SOFFITS / ! 2X CEDAR STAIN / d INSTALL FORE STUCCOING SET WINDOW TO OUTSIDE OF SUCK / IXI BACK -LATH TRIM TOP OF WALL, PIN TO BALE 13/4 LVL SEAM ON 2X STRUCTURAL POST TYP PER STRUCTURAL WINDOW BUCK SEE a/A6.1 0 1 _ 4 0 it I <7, c,J 07) ?>— LLkbCI cis til I7esigr4/S/0 l ic.kinsen V4ALPORF CO*1UN1TY HALL FINISH SCHEDULE RM. NO. ROOM NAME 001 Basement 002 Mechanical 003 Lift 004 Pit 100 Auditorium 101 Platform 102 Eurythm 103 Piano 104 105 FLOOR Concrete Concrete Concrete Concrete BASE None N. NALL Concrete Bamboo Duron SprungMaple Marmoleum 106 Men's Bath 107 YNomen's Bath 105 Hall 10c1 wing 110 Lift Marmoleum Marmoleum Marmoleum Plywood 111 Hall 112 Practice/Green 113 Chair Storage 114 Storage 115 Practice/Meeting 115 Meeting/Store 117 Entry Marmoleum Marmoleum Marmoleum Marmoleum None Concrete None none GypBoard E. WALL 5. NALL Concrete Gyp. Board Concrete G •. Board Gyp.Board Concrete Gyp.Board Concrete I Nainscot All walls plaster on bales or hand trowel YAM 433 sheet rock finish, UNO. Y`(M 433 NM 433 Tile Tile YYainscot NM 433 Fhet) e r M1t - . S 5M4ii reg ,c. 4)0 t r Q 4 -- 5k --(;) too 433 NM 433 NM 433 YVALL Concrete Concrete Concrete Concrete CEILING Gyp. Board Gy Board G •. Board G Birch Ply. Battens Gyp. Board 1x4 Pine 1x4 Pine Gyp. Board 1x4 Pine REMARKS Gyp. Board Gyp. Board Gyp, Board A4 433 Marmoleum Marmoleum Marmoleum NM 433 YAM 433 Nainscot 115 Reception 11ci SunHall 120 Kitchenette 121 Nest Stair 122 East Stair 123 Custodian 201 Meeting Room Marmoleum Marmoleum Nainscot Nainscot Marmoleum Kick Preformed Trd NM 433 Preformed Trd ?1M 433 202 Light/Sound 203 Teacher's Lounge 204 Bath 205 Project Room 206 Administration 207 Balcony 205 Spot Light 20c1 Spot Light Marmoleum Marmoleum Marmoleum Marmoleum Marmoleum Marmoleum Marmoleum Membrane Marmoleum Marmoleum NM 433 NM 433 Gyp. Board Gyp. Board Gyp. Board Gyp. Board 1x4 Pine 1x4 Pine 1x4 Pine x4 Pine NM 433 YAM 433 Tile YAM 433 YAM 433 WM 433 YAM 433 Gyp. Board Gyp. Board Gyp. Board Carpet Option Gyp. Board Gyp. Board Gyp. Board Gyp. Board . Board Carpet Option Carpet Option Carpet Option Carpet Option Birch $ Batt Carpet Option Birch $ Batt Carpet Option 661 eco, 4 cocc,..e.{ys cac4pr,1 te5 - CI -el -TS tri - e Oft- v ffi2/tt /efG I . r 777- p/i0 77`T' ' v'iO 1-41177/74_ 5• td.- , /Vcal 1 e4/7-S't Zr - ws °i,6c/1ep 19/0- -Jr; ig) Arvi- 4,4 AS' 1 '0, SHEET NAME: FINISH SCHEDULE DATE 4/5t'200 A9.1 :4a ( // GEILIN6 - d!' CEiL [tddr 1• ( F C•ELIN 3'4>" 4-0" 41()A A4.4 46- A4.4 '1411d REFLEC,TE GEIL1N6, FLAN NORTH 5/16" = RN& 'OR< SHEET NAME: Rv'EAFI IL PLAN DATE: 4/5/01 A101 T 1 BIRCH PLY VW SA11545 T PLAT 1 -7 46%40' UPPER REFLECTED CEILING, PLAN NORTH 5/16" = HO" J N N N A A43, cOLOo Cfi 414, 01. CO It. Q. (Li 0 0 0 [44 0 04 HONE/FAX BIOSPACE(ci,ROF.NET - EM • 0 0 -I CY0 • Li _ Ir _ - 4 LU I 0 )_ Q. 0 K1, .7EiEEJ 00) LL ° cc) 0 .7t <1_ _er SHEET NAME: RE7L FL.,A\ DATE: 4/5/01 I5-1I-Iii11111 WALDORF COMMUNITY HALL 1997 UBC STRUCTURAL GENERAL NOTES & SPECIFICATIONS GENERAL REQUIREMENTS: A. DESIGN LIVE LOADS 1. Basic Roof Snow 40 PSF 4. Wind, 80 mph (40' height) 18 PSF 2. Residential Floors 40 PSF 5. Seismic Zone 1 3. Decks 65 PSF B. DESIGN CODES The requirements of the Uniform Building Code as published by the International Conference of Building Officials, shall govern the design and construction of this work, The following codes and editions were used: International Conference of Building Officials Uniform Building Code (UBC 1997) American Concrete Institute Building Code (ACI 318-89) American Institute of Steel Construction Manual of Steel Construction (AISC 9th Edition) American Institute of Timber Construction Timber Construct on Manual (AITC 3rd Edition) National Forest Products Association National Design Specification for Wood Construction (NDS 1991) C. GENERAL 1. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the owner before construction or fabrication commences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify Engineer if any openings are to be cut in structural systems. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place during construction. 4. Details on the structural drawings are typical. Verify all dimensions with the architectural drawings. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction equipment, protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions, which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. FOUNDATION: The foundation conforms to Table 18--I-C. Soils are non -expansive, non -soluble, and not prone to excessive consolidation and design values are taken from a soils report by Hepworth-Pawlak, # 197 190 dated April 15, 1997. A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly arid safely complete the work. 2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations reasonably free of water at all times and completely free of water during placement of the concrete. r`^� `• S��} 1,"i ''"1 B. BEARING REQUIREMENTS "v4 1. Footings shall bear on natural undisturbed soil `c r1 o eequately (per soils engineer) compacted structural fill, below the frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2. Building to be founded on continuous concrete spread footings or isolated pads placed on undisturbed granular soil with a maximum following allowable bearing pressures of 4000 psf (DL -+-LL). C. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by section 2306.7 of the U. B. C.. 3. Backfill cn walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to placement of the backfill (unless noted otherwise on plans). CONCRETE: (4'-`L 90- A. CONCRETE REQUIREMENTS Concrete has been designed and shall be constructed in accordance with the latest editions of the American Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACI 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall have a minimum compressive strength at 28 days of: c-10 Walls & footings 3000 psi v,� Q�r1p, '. 140. , t 4 Slabs 3000 psi 2. Provide Type II cement throughout with 4--6% air entrainment.. 3. Concrete shall be poured in a manner to prevent voids by using a sufficient slump, mechanical vibration and/or other approved method. 4. No admixtures shall be used without approval by the engineer.. 5. Addition of water to the batch material for insufficient slump is not permitted. 6. Do not place pipes, ducts, or chases in the structural concrete without approval of the engineer. 7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be in contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ACI 315. 1. Reinforcing bars shall be ASTM A615 Grade 60. 2. Welded wire fabric shall conform to ASTM A185 Furnish in flat sheets only. .3. Concrete protection for reinforcement: Cast against and permanently exposed to earth = 3 in. Exposed to earth or weather .#6-#18 bar = 2 in. #3-#5 bar - 1--/2 in, Not exposed to earth or weather slabs & walls = 3/4 in. beams & cols. = 1-1/2 in. 4. Re -bar lap splices shall be a minimum of 42 bar diameters unless noted otherwise. Lap wire fabric reinforcement one full mesh plus 2" cit sides and ends and wire together. 5. Discontinue 1/2 of horizontal steel across construction/control joints. 6. Provide corner bars cif equal size and spacing around ail corners. 7. Provide 2^-#5 bars with a minimum of 2'-O" projection beyond the sides of all openings in walls, beams, and slabs. Provide ir.#5 x 4'-O" diagonally at all reentrant corners of slabs. 8. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 9. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. AMERICAN POLYSTEEL FORMED CONCRETE 'HALLS: A. GENERAL REQUIREMENTS 1. All American Polysteel block stay -in-place concrete forms shall conform to ICBO, NER-515. 2. AP block shall be installed to manufacturer's specifications. B. CONCRETE 1. Refer to Concrete Section in General Notes for Concrete Req ij ire iTi en t s. 2. Provide concrete with 5" slump and 3/8" aggregate per manufacturer's specifications. C. REINFORCING 1. Refer to manufacturer's specifications (Type, Grade, and Rebar lap splices, etc.) D. HEADER BEAMS & LINTELS 1. Refer to manufacturer's specifications. STEEL: A. STRUCTURALSTEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS D1.1 Structural Welding Code. 1. All steel shall conform to ASTM A36 except tube columns which shall conform to ASTM A500 (Gr. B) latest edition and pipe shapes which shall conform to ASTM A53 (Gr. E1). 2. Bolts shall conform to ASTM A325F. Anchor bolts shall conform to ASTM A307. Bolt size shall be 3/4', unless noted otherwise. Installation shall be in accordance with AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts, 1985. 3. Ali welds shall be made with E7OXX electrodes. 4. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications cis for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of tirne during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint. 5. All column base plates shall have 1" minimum grout to provide continuous bearing. B. GROUT AND ANCHOR BOLTS 1. Ali anchor bolts shall be 3/4" with minimum of 7" embedment (unless noted otherwise). 2. Dry pack or grout shall be shrink resistant Embeco 153 or equivalent. 3. Expansion bolts shall be "WEJ-IT", "RED HEAD", or approved wedge type, installed in accordance with the manufacturer's requirements. 4. Headed anchor studs (H.D.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manufacturer's recommendations. 5. Anchor bolts embedded in concrete shall be placed with setting templates. 6. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. C. STEEL CONNECTIONS 1. Provide bolted connections for steel beams per Part 4 and Part 5 of the A.I.S.C. Manual of Steel Construction. Except where otherwise shown, provide connections to support loads equal to one-half the total uniform load capacity of the member. 2. A minimum of two bolts shall be used for all connections. Size and grade of bolts shall be determined by the fabricator. D. STEEL WOOD CONNECTORS (Joist Hangers, Etc.) 1. All wood connector designations shown on the drawings are as manufactured by the Simpson Strong -Tie Company, Inc. (Simpson). Any substitutions with custom fabricated connectors shall conform to Simpson specifications including plate thicknesses; welds; bearing areas; and size, number and location of nail/bolt holes (most of Simpsons' listed hanger capacities are governed by the number and size of nails or bolts and the bearing area in contact with the wood). 1. All Simpson designations on 'the drawings that are followed by "CUSTOM FAB." are variations of standard Simpson connectors. Submit shop drawings to the engineer for approval before fabrication. STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All wood for structural framing shall be kiln dried Douglas Fir/larch (North) or graded as per latest edition of the National Design Specifications for Wood Construction by the National Forest. Products Association and the following grading agencies: the Western Wood Products Association (WWPAW), the National Lumber Grades Authority (NLGA), and the Redwood Inspection Service (RIS). 1. The following design values were used for Dougias Fir/Larch North (all applicable stress factors apply per U.B.C. section 2316): Structural Joists and built-up columns (3-2x4), No. 2 or better Fb = 875 psi Fv = 95 psi Fc I == 625 psi E = 1.6 x 106 Beams and Stringers, No. 1 Fb = 1350 psi Fv = 85 psi Fel == 625 psi E = 1.6 x 106. Posts and Timbers, No. 1 Fb = 1200 psi Fv = 85 psi Fc I = 625 psi E = 1.6 x 106 Light Framing and Studs, Standard or better Fb = 650 psi Fv E = 1.4 x 106 2. The following design values were used for Redwood: Construction Grade Fb = 825 (1150) psi Fv = 80 psi Fc I = 425 psi E = .9 x 106 = 95 psi Fc I = 625 psi 3. The following design values were used for Hem --Fir North: Construction Grade F -b == 975 psi Fv = 75 psi Fc I = 405 psi E = 1.3 x 106 4. Sizes shown for structural wood framing are nominal sizes. 5. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates with 1/2"" hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise). 6. Provide solid blocking between all joists (greater than 2x6s) at bearing supports. Provide additional blocking only as required by the U.B.C., section 2320.8.6 and 2320.12.8. 7. Install all joists and beams with camber, if any, to top (unless noted otherwise). 8. Provide double joists under all load-bearing partitions running parallel to joists and solid blocking under all load --bearing partitions running perpendicular to joists (unless noted otherwise). 9. Provide built-up wood columns (No. 2 or better) of 2--2x6 (or 2-2x4 at 2x4 stud wall) or a minimum number of studs to equal supported beam width (unless noted otherwise on plans). 10. All typical exterior headers to be 3--2x10 at 2x6 stud wall. All typical interior headers -to be 2-2x10 at 2x4 stud wall (unless noted otherwise.). B. TIMBER TRUSSES All timber for structural framing shall be Engleman Spruce (unless noted otherwise on the drawings,) 1. The following design values were used for Englernan Spruce: All members shall be select structural. Fb = 1050 psi Fv = 65 psi Fc I = 335 psi E = 1.2 x 106 C. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.B.O. approvol, may be used with approval by the Engineer, 1. Connectors shown on the plans are manufactured by the Simpson Strong -Tie Company, inc:. Connectors by other manufacturers shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follow manufacturer's recommendations for installation of connectors. 2. All timber nailing and connections shall conform to the UBC and AITC. Reference UBC section 2318. All nails shown signify "sinker" wire nails unless noted otherwise. 3. Bolts for wood member connections shall be 3/4", ASTM A307 with cm minimum 1-1/2" washer each end (unless noted otherwise). Do not countersink bolts unless noted otherwise on structural drawings. 4. Self -drilling fasteners for the attachment to structural steel shall be "Teks" fasteners as manufactured by Buildex. D. SHEATHING Sheathing for roofs, floors and exterior shear walls shall be APA Grade -Trademarked C --D, Exposure 1. 1. Roof Diaphragms (180 plf) shall be 5/8", APA rated sheathing, 40/20 placed with 8'--0" dimension perpendicular to the joist, rafter or truss span. End joints shall be staggered. Attach plywood at edges with 10d nails at 6" O.C. and at intermediate supports with 10d nails at 12" 0.0. 2. Floor Diaphragms (215 plf) shall be 3/4", APA rated Sturdi-1--Floor, 24 O.C. placed with 8'--0" dimension perpendicular to the joist span. End joints shall be staggered. Attach plywood with APA glue and at edges nail with 12d nails at 6" 0.0. end at intermediate supports with 12d nails at 12" 0.0. Sheathing shall be T & G. 3. Shear Wall Diaphragms (285 plf, 380 plf wind) shall be 1/2", APA rated sheathing, 24/0 with 8'-O" dimension vertical. End joints shall be staggered. Studs shall be 16" 0.0. Attach plywood with APA glue and at edges nail with 1Od nails at 4" O.C. and at intermediate supports with 10d nails at 12" O.C. Sheath all exterior walls full height. At all corners, min 4'--0" each direction, block plywood edges and nail as: noted above. E. GLUE LAMINATED BEAMS Laminated members shall be designed and fabricated in accordance with The Standard Specifications for the Design and Fabrication of Structural Glue Laminated Lumber published by the AITC and the appropriate Lumber Producers' Association. 1. Use exterior glue for all exposed laminated members. 2. All members exposed to weather shall receive one coat of end sealer to trimmed ends and seal all exposed surfaces with sealer coat as soon as practical after erection, 3. Appearance grade shall be in accordance with architectural drawings 4. If beam is cantilevered and the cantilever is greater than one-third of the back span, install beam "TOP" down. 5. Allowable unit stresses for dry conditions of use required shall be as follows: Members stressed principally in bending such as beams & girders (AITC 24F-1/4) Unless otherwise noted on drawings. Fb = 2400 psi Fv = 190 psi Fc j = 650 psi E = 1.8 x 106 (, a f/'!� 967 i' - 9-' 7.711M741 INFAIMNIM Members stressed principally in compression or tension such as columns & truss members (AITC 2) unless otherwise noted on drawings. Fc(� == 1900 psi E = 1.6 x 106 F. MICRO ---LAMINATED BEAMS Micro --laminated members ore as manufactured by the Trus -Joist MacMillan Corp. of Boise, Idaho. Joists by other manufacturers may be used when authorized by the Engineer. 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb = 2600 psi Ev = 285 psi Fc I = 750 psi E = 1.9 x 106 2. Install micro -laminated members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved by the engineer or the n-manufacturer.shall not be made. 4. Micro -laminated lumber is marked on the drawings as \IL „ 5. Side loaded built --up 'I 3/4" beams must be joined according to minimum manufactured specifications. Four -member beams must use bolts (unless noted otherwise). G. FABRICATED WOOD JOISTS (I -Series) I -series fabricated joists with micro -laminated flanges and chip -board webs called for on the drawings (TJI/PRO, 150,250, 350 & 550) are as manufactured by the Trus -Joist MacMillan Corp. of Boise, Idaho. Joists by other manufacturers may be used when authorized by the Engineer. 1. Fabricated wood joists shall be installed in accordance with the manufacturer's recommendations. 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. THERMOCORE PANELS YS TEMS: A. GENERAL 1. All TPS panels shall be installed to the manufacturer's specifications. Refer to the "installation manual" for further information. rr- CONSULTANTS, 0 00 0 (N CO 0 HI n-' < 0 n 0 VJ mi fY < LJ >- 1--- 00 >-- -J" H - APRIL 1, 2001 ��, �z .-e)© 0 0 C� Tto iN 01.0 -74 3"- O 0 N 0 ctO 4`-0" / 3' 6" 0" _ 3' 14' 8" 0" 3'-4" 7' 10" 3' 4" 6' 4" / 3' 4" 4' 6" 3' 4" -10" 1' 6" 4' 4-" 5' 8" 8' 10" 4' 10" 15' 2" IOW = 101' 8-1/2" / WIOx33 C) F - co /./)7_7/ WIOx45 N \ T OF = 94' 8" W10x68 Cot`iT. U 0 N. TOS w 95' 0' WITH FLOOR DRAIN AT CENVTER OF ROOM. 7'-O"x 3'-O"x 10" 5 co r, SF TOF = 95' 10" 4 3/8" 16' 0" TOS = 100' 0" 13' 9-1/2" 16' 4-1/8" N u) 03 // 9" 17' 9" 2'-0"x 21-0"x 10' 2 3/4" 1'-10 3/4" 3'-0"x 3'-0"x 10" d- \ V) N Co X 2'-O'rx 2'-O"x 10" I� (N m a 14) N 0 C/L thickened slab C/L pad Transition point Step slab (see architect) 3'--6"x 3'--6"x 10 P CD LID 1— cD r- --- @) C/L Fi N 0 TOS = 100' 0" PATIO *4h a t) W 10X2 • CONT. W 0x22 C 15 4 NT. _0" 1 k 7' 3" DESI N LIVE LOAD 125PSF W10x68 CONT. L 8' 0-1/4" l 5' 2-3/4" TOW = 99' 10-1/2" 3'-6"x 3'-6'x 10" L N h W = 101' 8-1/2" If TOW =) 17 0 J / 2 3/4" / C/L pad .-C/L thickened slab N 0 2'-0"x 2' -O"x 10" 45. 1 L J r 3'-0"x 3'-0"x 10" \ rr � 1'0 (0 N /'N\ // `� \ \ /or -9' 4-1/2" / y / �` 14,0. l CO 0a N 4 TOW = 100' -6" i I A B Transition point / 5' 9-1/4" 105' STEP SLAB (SEE ARCHITECT) 4' 1-1/2" EXISTING FOUNDATION. 5 2-3/4" I C O 90• a) NOTIFY ENGINEER DURING ADJACENT EX AVATION. / / / / / / / 4'-()" -;' 3' STEP SLAB (SEE ARCHITECT) 24' 8" 28' O" 4' 6" 31'-3 3/8" 8' 0" 19'-6" 46'-6" LOWED FLOOR F A ' Ii \G-FOLNJAT I O\ 3/ l6II :=T-0" PLA\ 18'-6" A t r aK0 It:L.. . H*)= .444;414 fr ArC APRIL 1, 2001 MAY 12, 2001 L15.24.01 tinerrwlinglerMINIMIIIIMINVIRM tia W -ITE I I ORS- CO\ SL LTA N TS, LTD. /198 CARBON DALL, CO 81623 97C- /04 TI COvM \ITY STALL 5 OLD 111C -WAY 87 fLD CTJNTY, CO c J APRIL 1, 2001 MAY 12, 2001 L15.24.01 tinerrwlinglerMINIMIIIIMINVIRM tia 3 C) CU APRIL 1,2001 11,, . 1 t Typ. Ext. Header 2N9-1 f2" LVL 41 6, , ,,, Aell lir irai OW 1 _Joie 116, 0-�� .c -c5 . 2-14" LVL .\ ; f /,;./ f 3~ 14" LVL u - F- , -� W14x26 �- y 2-14" ■ 1ANa --..r1�► -' \* LUL co W14X2 ,!� ' ---, \ ..,i , 77 \ IP4111L \ II I I. :`' 426:c6 -4'P-44 co !: Sia J 6'a_ ewe. e I AS /wens crei--1X — f 1, / II _ ter~ / > _ `- 2-14" LVL ' NN ;1 '� j f Ti\-'_\ / 2-14 LVL M �� G� 14 LVL'�.r r. ( , , -~~},'- i ,. 4t '. i '� �-, 1 �— - 1� r�� / , �' ti ♦ �__ t_�� .._ X_.---------- i / // / C -. / r 14" TJ1/250 © 16" o.c. ..` -- TYP. U.O.N. \ / �.. — -- 1 '\ \\\ 2-14" LVL_,„ x' ! _ i‹.1 \ _ , / `` T WIOx22 Y / / \\\\\ / 7 WI4X90 BENT f sJ �j ,/\\,„ /\1) � / / /#‘ I, � -------------- \\\ y :i _— ? _ rf. \\ _____-i UPPER FLOOR LOWER ROOF FRAMING PLAN 3/16u -1' o...II __ vv H -- C) CU APRIL 1,2001 11,, . 1 t e ....r""911111TIMWRIPPEIWIRMIMPRIFITIP CU MUM t1 aiS ‘•-...5 1 1111111111111 APRIL 1, 2001 t'14t zZ\ --C�t,t Typ. Ext. Header 2,--9-1/2" LVL \ 111111111117— fr, \ / \ Akilik4k Ili 1/S4 i i : '-■IA hL 11 NI W10x45 bent ,, 11 7 /8" TJI /250 NT. 1 , W10x45 bent .iio �r sz k ry �� 11 ■ /i / 24" TJL 0 24" c.c. Z i o — W10x22 bent 14" TJL 0 24" o. c. . : .. , coN._ : t \, 14" TJL :0 24" o.c. L N I ;w'1— -.__ WI x30 bent CN)s Arch 0'3 Ea 11-7/8" TJI/250 0 12" o.c. U L .e 14" TJL © 24" a.c.- 17\ \_...‘ t k , 0----- = ._ __ (--- / UPPER ROOF FRAMING PLAN 3/16" =I' -O" e ....r""911111TIMWRIPPEIWIRMIMPRIFITIP CU MUM t1 aiS ‘•-...5 1 1111111111111 APRIL 1, 2001 t'14t zZ\ --C�t,t Glue and nail 4x4 - 7 to 14" TJI/250. �V Attach "column" with 4,-"A35" COLUMN 3/4" l 2x6 treated plate. DETAIL )) E 2t 4 a• continuous or lapped 42 diameters. TYDICAL ST 3 /1 ))-1) )) #4 © 18" e.w. 0 8" conc. #4©24" 0.0. V #4©16" o.c. H 2,--#4 cont. --t— 4 4 (see footing detail) see footing detail aoo ) for rebar size. ice) 4 .4 ' 2t a) 0 FOOTING DETAIL 24" x 24" dowell 1'T4" - rr) SECT O\ 3 /4))_1' CO 6" conc. slab on 4" gravel C T"' #4 © 18" e.w. 0 a) 0 SECTIO\ 5 3/L"-1)--00" Add 2-#4 transverse © col. -1/2" rigid J 3 '2-#4 cont. . CTIO\ 2 / /1"="I' ) ) #4 © 18" e.w. 0 v) 0 Varies see plan SECTION /l 3/1" =1 ' - C <, #4©12" 0.0. V #4©18" o.c. H 8" conc. #4 CD 18" e.w. 6" conc. on gravel-_ a #5 e.w. 3/4" Sheathing Joist (see plan) z1-1/2" treated plate ,Z1/2" A.B. w/7" embed. C� 48" o.c. 2-#4 cont. 0 as 0 1'-4" SECTI O\ 3/4"-1 (tfr4C} E c E varies see plan 0 st4,19.01.1741%tei..04. ,� rg �'. ♦{yrs -fdn. drain !�i �� see soils APRIL 1, 2001 MAY 12, 2001 W -ITE HORSE CONS•,LTA\TS, LT CAR3ONDALF, Cu 81623 WALDORF CO v J \ I TY HALL 165/3 QLD I 11 H WAY 87 CARFIL D COUNTY, CO S 4 APRIL 1, 2001 MAY 12, 2001 11111=111111111 _ 111111111111111111ME111111 T 1 /2" Ctr. Max. 1, C: �E TYP' CAL_ STE 1-1,/2" =1'- i E_ L: 3-1/2" x Each side of See schedule see general n & type. 9' BFA • COI OR 3-1/2" x 1/4" supported beam. for # of bolts, otes for size TO BI-Av BOLT SCHEDULE Supported Beam Size # of Bolts/angle W8—+10* 2 W12— W16* 3 W18— W24* 4 * TYP. U.O.N. CON FCT1O\ N) co N W N) co o 6 S o BOLT SCHEDULE Supported Beam Size # of Bolts/plate W8-- W10* 2 W12—W16* 3 W18— W24* 4 * TYP. U.O.N. TS 3x3x3/16 typ. u.o.n. 1/2"x6" A.B. 4"x9"x (see plan) Plate TYD CAL_ B- AM TO COLJ 1-1/2" =1' V N CO\ EC 1/2" plate each side TY BEA 1/2" thru blot CAL- CON V N 1 1/2" 4"x9"x 1/2" ca R plate 1- 3x3x3/16 typ. u.o.n. 1/2"x6" A.B. 4"x9"x (see plan) Plate TINUOLS OR CANT1LEV TO COLL MN 1-1 //2" .-1' C ECTIO MIK APRIL 1, 2001 MAY 12, 2001 1O'4) BOILER FLUE, 8"47 COMBUSTION AIR UP. PRESSURIZED BOILER FLUE SHALL BE ENGINEERED BY BOILER MANUFACTURER TO INCLUDE ALL OFFSETS, FITTINGS, ETC. HOT WATER EXPANSION TANK WITH AUTOMATIC AIR VENT. 4"4> COMBUSTION AIR DOWN TO $ 4 $-2. 1 12 STACKED ( ) ) (eD I I*S4 R UP `- I -I/4" HWS4 R MOTORIZED BACKDRAFT DAMPER INTERLOCKED WITH RF -I. Ji ICET METAL RELIEF AIR PLENUM CONTINUOUS TO UNDERSIDE OF STRUCTURE AND BACKED TO RELIEF AIR OPENING. SLOPE BOTTOM OF PLENUM BACK TO OUTSIDE WALL MINIMUM I/8" PER FOOT. SHEET METAL OUTSIDE AIR PLENUM CONTINUOUS TO UNDERSIDE OF STRUCTURE AND BACKED TO RELIEF AIR OPENING. SLOPE BOTTOM OF PLENUM BACK TO OUTSIDE WALL MINIMUM 1/8" PER FOOT. 2" HWS4R1 30/30 R.ERW RELIEF AIR 30/I8 SA. UP 1-I/2" HW54 R P22 IN VERTICAL 1-1/4" HWS4 R BASEMENT c0 6SO SOU,ARE =EET RP -I 1 a 1 1 ■1 �,i 1 ' 2" HWStR „„DOM TO ~0 AHU-(. r 7 1/I AHU-I N 48/8 RA. UP 30/18 16/14 R.A. BELOW S.A. fl II II II II -.-°STI RF -1 SUPPORTED FROM RADIANT FLOOR MANIFOLD *3: 1' HWS4R, 1000 S.F., 25.0 MBH, 2.0 GPM R.A. GRILLE CONNECTED TO RA PLENUM (TYPICAL 3) SHEET METAL P&)OUS AIR PLENUM GONTI TO UNDERSIDE OF 5 TURE AND BACKED WALL, BASEMENT _EVES THE STRUCTURE WITH SPRING ISOLATORS. TL 30/30 R.A. CONNECTED ti TO R.A. PLENJM. AUDITORILM BELOW 16/14 R.A. CONNECTED PLENUM. RADIANT FLOOR TO RA. MANIFOLD *2: I" HiN54 R, 3200 S.F., 80.0 MOH, 6.4 GPM ISOLATION VLAVE (TYPICAL) RADIANT FLOOR 1111111! MANIFOLD *I: I" HINS$R 1650 5.F., 413 MBH, 33 GPM BALANCING VALVE WITH POSITIVE SHUTOFF(TYPICAL) FF -I BASEMENT HVA PLAN SCAT F: I/8"= I'-0" IRADIANT FLOOR MANIFOLD *5: I" HWS4R, ADMIN 1250 5.F., 313 M. , 12001 25 GPM OJEC, T ROOM [2os1 I 3 SPO L'GHT 1Z0S1 UPPER LEVEL 4"43 E.A. UP THRU THE ROOF TEACHER LOUNGE [2o51 411 SQUARE FEET L ZONE 115 12021 SPOT LIGFIT 121 �I UPPER LEVEL HVAG PLAN SCALE: 1/8"=1`--0" 'F 6M - c. igr-- (4A riiatc-, ieffe 441/(7 lfi�l, /1' ,:,etL D" c-5, /974-4/21 s/' (S Cfn--,/,, 4/94 ala 172k) Mc GRAT11 INCORPORATED 5353 West Dartmouth Suite 506 Denner, Colorado 80227 303.969 0220 Fax 303.985.5565 ENGINEERING/ CONSTRUCTION MANAGEMENT DENVER/5i. LOUIS 0 0 1L _1 CZ CZ 0 L < 1LU I 0 )_ Q < Z 4-1-11±11 ? IQ - E 0-) o 171- 1k3<kc);(5) SHEET NAME: BASEMENT HVAG FLAN DATE: 4/20/2001 (1-7) ( 1010 BOILER FLUE, 8"t0 COMBUSTION AIR DOWN. AIN5 LI' O PRACTECE/GREEN CHAIR STORAGE €J HALL, I €M1 ZONE R31 20/IS PLATFORM loi 500 CFM I8/8 12/12 f 1:4118 S114 .N. TYPICAL RADIANT FLOOR HEATING ZONE. PIPING SHALL BE INSTALLED ON 12' CENTERS AND INCLUDE ALL SUPPORTS, SHIELDS, SADDLES, SLEEPERS, ETC. SYSTEM SHALL BE FULL COVERAGE TYPE WITH SEPARATg LOCPS FOR THE PERIMETER ANOI INTERIOR AREAS. ZONE MANIFOLDS SHALL INCLUDE INDIVIDUAL BALANCING AND ISOLATION VALVES FOR EACH LOOP. (TYPICAL 5 ZONES) •1r /®:s 20/20 R A. GRIL 260 C.R"1 STORAGE 41 PRACT I CE/ME. 500 GFM MEETING'STORE s `� RADIAN' t'-1'' �'' c'MANIF *4:=.�1" 1-015ET 0 3.2 GPM I' 1-41/S4 R I" HWS4 R UP TO ZONE #5 MANIFOLD REFER TO DETAIL A THI5 SI CET FOR TYPICAL SUPPLY AIR DISTRIBUTION IN AUDITORIUM AND EURYTHMY. AUDITORIUM ZONE #2 SUN HALL €Q 51. -OPE 9 AB AJ AY tl/4'./FT K EXTERIOR PLAZA S EP5 TO .RADE RIJN 120g AT FLOOR LEVEL 260 CFM 260 GFM 1 260 GFM ZONE #I 260 GFM 4/12 20/IS MAIN FLOOR HVAG PLAN SCALE: I/8"= I '-O" SUPPLY AIR OPEN TO SPACE 500 CFM MANUAL VOLUME DAMPER AUDITORIUM I1DOI E5/I8 20/15 HALL 121 A DETr4 IL M-2 SCALE: I/4" = 11-0" .40011111111; a C17". e.• " •4 r ro 44g9.9e.f.11S/3 eNart.• MVO � f Mc GRAIl INCORPORATED 5353 West Dartmouth Suite 506 Dearer, Colorado 80227 303.969 0220 Fax 303.985.5565 ENGINEERING/ CONSTRUCTION MANAGEMENT DENVER/ST. LOUIS Q 0 0 0 p <-1-1 xiEw 2° )- o K < I Z,n__I xucz---19 x000 0-1Aw 101' SHEET NAME: MAIN FLOOR HVAC FLAN DATE: 4/20/2001 M-2 301LER SCHEDULE 'CODE MANUFACTURER AND MODEL NUMBER MBH INPUT 0 S.L. (MBH) MBH OUTPUT O ALTITUDE (MBH) BOILER TYPE BURNER OPl RATING WEIGHT (LBS) FLUE SIZE (IN) ACCESSORIES AND REMARKS MODEL FUI3 FUEL PRESS. CONN. SIZE MOTOR AMPS FI FST. 70 B -I RAYPAK H-502 500 3gc4 SEALED WA NAT. GAS 7" - 12" 1-I/4" 12 120V/14' 1000 8"m 0® 13-2 RAYPAK H-502 500 3019 SEALED GOMBUS. WA NAT. GAS 7" - 12" I-1/4" 12 120V/I4' 1000 8"0 0 ( ) NOTES: _J SIZED FOR 30% PROPYLENE GLYCOL SOLUTION 0 USE ONLY U.L. APPROVED DOUBLE WALL, STAINLESS STEEL BOILER FLUE OR A5 PER THE MANUFACTURER. r FU" F ' SCHEDULE CODE MANIJF. 4 MODEL NO. SERVICE TYPE GPM HEAD (FT) ELECTRICAL ACCESSORIES AND REMARKS HP RP M. VOLTS/ PHASE P -I B 4 G SERIES 80 - 2x2x7 HEATING HOT WATER BOILER IN-LINE 70 25 I-1/2 1150 208V/34' 120/1 P-2 B 4 & SERIES 80 - 2x2x7 HEATING LER TER IN-LINE 17.4 40 3/4 1750 208V/341) 137 W 120/1 10 RF -I GREENHI=GK BS0-2407-50 A -I GENTRIFWAL IN-LINE 7500 1.5 1114 NOTES: I f 1 FAN SG1-1EDULE CODE MANUFACTURER AND MODEL No. SERVICE TYPE CFM (a ALT) TSP. (IN. W.G) FAN R.P.M. ELECTRICAL DATA OPERATING WEIGHT (LBS) REMARKS HP VOLTS/4) EF -I GREENHEGK &6-80 ISY FLOOR TOILI=TSROOF VENTILATOR 400 0625 1410 I/6 120/1 80 141 EF -2 GREENHEGK SP -7 2ND FLOOR TOILET RM. CEILING FAN 100 0.25 950 137 W 120/1 10 RF -I GREENHI=GK BS0-2407-50 A -I GENTRIFWAL IN-LINE 7500 1.5 1114 5.0 206/3 320 NOTE: 0 PROVIDE WITH MANUFACTURERS SLOPED ROOF CURB AND INTEGRAL BACKDRAFT DAMPER, t ) GRILLES, REGISTERS 4 DIFFUSERS SCHEDULE CODE MANUFACTURERINSTALLATION AND MODEL NO. CCRVICE TYPE FACE SIZE NECK SIZE VOLUME DAMPER FINISH MATERIAL REMARKS TITUS 25RL RETURN SIPEWALL D + I-3/4" 45130 NO WHITE STEEL TITUS, 25R EXHAUST GYP. BOARD D + 1-3/4" 10/10 YES WHITE STEEL NOTE - - J AIR HANDLING UNIT SCHEDULE CODE MANUFACTURER AND MODEL No. CERVIGE SUPPLY FAN DATA SIZE/ TYPE CFM AT ALTITUDE MIN. EVENT OA. CFM O.A. CFM E.S.P. (IN. W.C), AT S.L.. MAX. FRPM FACE VEL. HP (FPM) MAX. A.P.D. (IN. W.C) HEATING COIL DATA FAGS VEL. AMAX..PDEA.T. (FPM) (IN. KG) (a F) L.A.T. (a F) E.W.T. L.W.T. M P.. (°F) (°F) MAX. W.P.D. (FT) CAPACITY (MBH) ELECTRICAL UNfT VOLTAGE/ OPERATING PHASE TAG WEIGHT ACCESSORIES (LBS) AND REMARKS AHU-I YORK GP -110 AUDITORIUM, STAGE 4 EURYTHMY AF PLEMN 7300 1200 N/A 15 1750 10 447 05 441 05 30.0 45.7 150.0 160.0 47.5 5 456.7 460/3 6500 0®0'V®®® NOTES: L'J ALTITUDE = 6180° ABOVE SEA LEVEL 02 OUTSIDE AIR / RETURN AIR MIXING SECTION. 0 COMBINATION ANGLED FILTER SECTION WITH 30%, PLEATED FILTERS. CI HEATING COIL SECTION. Q LARGE COIL SECTION FOR FUTURE EVAPORATIVE COOLING MODULE. ACCESS SECTION UPSTREAM OF SUPPLY FAN SECTION. a PLENUM SUPPLY FAN SECTION. 1-1/2" HWSIR TO RADIANT FLOOR SYSTEM MANUAL AIR VENT (TYPICAL) THERMOMETER (TYPICAL) 3-1NAY VALVE ISOLATION VLAVE (TYPICAL) CHECK VALVE (TYPICAL) AUTOMATIC AIR VENT (TYPICAL) I BALANCING VALVE WITH POSITIVE SHUTOFF (TYPICAL) DRAIN —` VALVE (TYPICAL) PIT (TYPICAL) HOT WATER FfEATINb SYSTEM PIPING DIAGRAM SCALE: N.T5. Mc EiRATII INCORPORATED 5353 West Dartmouth Suite 506 Denver, Colorado 80227 303.969.0220 Fax 303.985.5565 ENGINEERING/ CONSTRUCTION MANAGEMENT DENVER/ST. LOUIS a 0 0 CZ 0 wtyl __1<cz I )- 0 0< I LIEV 64 >--Qm ().(11 -1 --=Cf SHEET NAME: SCHEDULES AND HOT JATER j`4 I III P 1 N V DIA RAM DATE: 4/20/2001