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HomeMy WebLinkAboutVAIL LIONSHEAD FILING 3 BLOCK 2 LOT 1 Enzian 1989.pdf 11ti29i1 GENERAL NOTES r �` 1 . Any existing or potential HOP-1 • r'Makif�G� problems relating to architec- tural , structural , mechanical , plumbing, or electrical work are to be reported to thb Contractor and Architect immediately. i 2. Contractor shall field verify I existing conditions; any i discrepancies with drawings a ! r shall ec reported e the I I Architect immediately. i 1 I 3. Inasmuch as design for remodel and/or rehabilitation requires that certain assumptions be 169 Y� �� � � made regarding existing A:PG, ,JVA.I EV �' (�`! I N conditions, and because some of , I N these assumptions cannot be N verified without destroying �I NN� otherwise adequate or I serviceable portions of the + I N� building, the Architect cannot r 1 N� assure the Owner or the I Contractor that the • - _�._-�L �U ­l I .� �l professional services herein T. __---. —--- I N'I Er1COmRa3s all contingencies. � L I I I Field coordination during Construction is imperative. "�j"�'T -_--..__- I ---.,._-----__ "+� -_ ----------- .._.........�..--_ _--__ I I must r asonabl this work � • -----------------------------------+-i-�-�---- - � r- I rr rr � I� make reasonable allowances � I I I I jilt -n ' 111 1 I N� for unseen conditions, and I i I ill "♦ i'r II i I , II inform the Architect of any 1 I I I 1 `° -J i I sJ discrepancies. \ LJ - The Architect and Engineer are not aware of any !r r asbestos containing • LJi�+d0i materials existing on the L • r I� project and can not assure TY WP.*r , x,07 the absence of these or h other harmful materials. wv�: VID Gi _ viol Should any such substance h be encountered, the • j h Contractor should stop a work and and Architect fimmediately. - II 4. All angles are at 45 degrees unless otherwise rioted. L 6. Do not scale drawings. -_ AT 6. — Walls Keyed in plan as follows: UP I - `y � to be removed new construction existing to remain II 7. All dimensions are to centerline, grids, face of studs or face of concrete unless otherwise noted. 8. 3 5/8" metal studs are v� diminsioned as 3 1/2" nominal 1y. 9. y denotes doors, refer to detail manual for door 11 schedule, 'Refer to sheets - -- A2.2, A2.4, and A2.7 for ij locations of doors on building plans. -- i1 10. O denotes windows; refer to detail manual for window schedule. Refer to sheets - + A2.2, A2.4, and A2.7 for W in _ locations of windows on building plans. Refer to sheets A3. 1 and A3,2 for location windows on F oCL. v5-WFY i°GI. WxT� elevati o n 0 0 -- lro4L4 : �sNT�2 a U14e,-5- 10I 0i2 TC J 1 � ;�^✓fO.r - 1�iar4 l �r�jlN� ,ail, �i 1 11 . All new cabinetry, countertops, special wall , ceiling and 12 a III �I floor finishes and bathroom DN �I accessories to be selected and N specified in Interior Design _ _�� / `•,` documents, to be issued ` separately. .rr�1 _ 1 x a✓ 12. Refer to detail manual for Room < r finish schedule. \ /' �:" . I � . iii � i i i i i i�f'�T� � f�f• �.��T. dG.2 �r� � �✓ -- �- -- I I I I I i I I N I�•I�°9� M qoh e 012 �.o►� -- fish 111 I IIi I I } 11 III PLANTING BED I i PLANTING BED PLANTING I --- BEd CD i i a© r C i A1 . 1 SITE DEMOLITION PLAN KA 1. 1 Scale 1 /8" V-0" NORTH NOTES WV*Y TEM SYSTEMS QFNERAL NOTES Add 1 layer 7/16" glass � WALL SYSTEMS mesh mortar unit to W5 at • W4* 3 5/8" mtl studs with 6/8" W7 5/8" ° �" " „ I+it• a4 p shower sides. 1 . Steel studs are 6" 20 ga. studs � gyp. each aide, 3 112° gyp. bd. extended up Y Q 'Q 3 {) Imo' r�1"J�+i� Vii: (� � �..� M12 Not used. at 24" o.c. unless otherwise to structure, on one side , ---- - - = y w / y w1 1/2'" exterior finish sound bait insulation and of metal studs and 2 r ,- -�{-� ------- 6 6 � I � M110 1 layers 1/2s atp24- o.c. W1S � 5/8" gyp• bd. each side on rioted. • � sYStem on 1511 felt on 5/8" 5/8" gyp. bd. on 1/2'" layers 5/8` gYP• bd. "' � �I with e v 1/2 r•-• r-- � 1 2" CH stud resilient channels at 24" I .x„11 I I cc) " sound 6" metal studs. 2. Metal studs are 25 a. at 24 exterior gyp6 sheathing on extended to corridor I I g studs, with R-19 o.c. on one side. (Ref ceiling at corridor side ( I attenuation !blanket and 1 ° o.c. unless otherwise noted- steel insulation, 5/8"" "gyp. ' 3 D2.2 and D2.3) o i I I I 5 gyp" bd. shaft liner (2 hr W14 112" exterior finish � refer to plans for sizes. with sound Batt. rated, ULDES U438, B8N- system on 8" CMU. bd. on interior. (Ref D2, 10) I I 75076). 3. Typical interior walls are W5 W5 5/8" gyp. bd. each side on * - W} 5 Add 1 layer er 7 1 ' 6 glass 3 5/8" metal studs. I I gyp. bd. on CH studs mesh mortar unit to Wa t unless otherwise noted. Y gYP. w8 2 layers 5/e ' gyp one suds I w11 $/8" Mfg W1 with 2 layers 5/B � gYp• shaft liner showerside. a 4. All bd. an interior. on double raw of 1 1/2" , p'I� i �. with 1 ' gypsum board to Type o ' 1V6 1/2" exterior finish metal studs, with sound i 1 panelsil/2" gyp. bd. Fire Rated. Mi3a Double raw 3 5/8"' Meta} system on 1511 felt on 5/8° Batt 5/B" 9YP bd other 1 etr`� I c0 4J I studs staggered, with 2 gyp• sheathing on 1/2"' , y.4 � inside, with 1 " sound side. (Ref D2.4) I 1 atten fire blanket (2 hr layers 5/8` gyp• bd. each ext. plywd an steel studs l x,.14 NORTHI ENTRY = I b. Exterior wall system at Suites Rated, USFG8-23-75) varies - see 1/4" plan (sheet side and 3 1/2" sound bats (Ref. 07.3) I �I ) I _ (Ref, D7.4 ) A2.7) for speci wall system insulation. Ref D2.1 ) , I �. 1- I 1 ep - -6.-. __ _ -®a -- _ informal. - - - ------- --- ' - - _ information o c ;ii . y 5. * indicates th t��r 11 extends (/' �� i +- � r" � to underside o etal deck- - R - \_/ fill all voids at steel deck «� +r Q4 © - , - with hire safing material and BAGGAGE 7 N OFFICE 1 acoustical sealant. a • I I 7. Refer to Specifications 06100 P ( ; 06200) for Fire Retardant _ r Treated Wood. • - T I Q�'3 W,A.L L r ` % �` 8. Tent all light fixtures in rl i 1 �� MENr rated ceiling to maintain 10 5a-_- 'y 1 ' • Q� I floor/roof - ceiling rated system. To KITCHEN - y , +,^t 00 F-1 III t4la r, 4.1 AT T ✓ � ELEV. ' RECEPTION 4 DE K �' -_ ELEV. ♦ 11 (\WOMEW' CLOSET cv i 0 8 - L11 L10 7 UP SERVICE fJV Cot Las - - - WINE _ BARG, ROOM -i 0 FIREF LACE UJ 0 RESTAURANT Lt45 © cal - AIdavpl WIP.: 1HT, ' 0 0 ' DN DN J 0 Fie; Grp+ r07- 11 , Malmo It4fO. T46, UJ Q - � T 1° ELF Wj irTeA109 LOUNGE ' � �ti` �EI°�Na•�f�IU>��Iii; � , � Z. 9,2-1/2" Fl UJ �I W CAI) 4 - ,j I , #�P`11i% cl °C� wr�a SOUTH ENTRY <'I i N o Z.. . � 2� 1 ' V4 -� love PLIO Ta�V>. r p Kam,�/f��1,1 �#..�vl✓ �,�fr► I�'� ,�/� � � .�, ,�, W.�I-E.. ,� ! %�/,a►3.1 W/ ��.W t�ON�I£�• I T'� �J ` �` T� o 1 � 0) � C7} TE 9. denotes doors, refer to � Contractor that t detai 1 manual for door _� [� � CID 1 . Any existing or potential professional servt hepb,44, 17 schedule. Refer to sheets pi�41� � ` �I"r;�{ J C' problems relating to architec- encompass all contingencies. !� � 3 p g � "I PCYJ�Ge 'IP A2.2, A2.4, and A2.T for ( '� rl ,�,� t tural , structural , mechanical , Field coordination during locations locations of doors on building , i y1/ Y�-li'�3G1 Ct�d' Ir�. 0 plumbic construction is imperative. � � d g, or electrical work Plans. are to be reported to the Contractors bidding this work { �fi-�.1 Contractor and Architect must make reasonable allowances 5. Do not scale drawings. 10. O denotes windows; refer to immediately. for unseen Architects, and - r detail manual for window i 2 inform the Architect of any 8• Walls Keyed in plan as follows: schedule. Refer to sheets jf 2. contractor shall field verify discrepancies. _ to be removed A2.2, A2.4, and A2.7 for 5X 6 6X existing conditions; any i"- locations of windows on discrepancies with drawings The Architect and Engineer - new construction building plans. Refer to shall be reported to the are not aware of any sheets A3. 1 and A3.2 for Architect immediately, asbestos containing location of windows on - materials existing on the existing to remain elevations. A2A 3. Inasmuch as design for remodel project and can not assure 7. All dimen#ions are to and/or rehabilitation requires the absence of these or centerline, grids, face of 11 . All new cabinetry, countertops, special wall g PLAN- that certain assumptions be other harmful materials. ceiling and studs or face of concrete A2.'4 made regarding existing Should any such substance unless otherwise sated. floor finishes and bathroom conditions, and because some of be encountered, the accessories to be selected and Scale 1 /4" 1 -01' these assumptions cannot be Contractor should stop 8. 3 5/8" metal studs are specified in Interior Design verified without destroying work and notify the Owner documents, to be issued otherwise adequate or and Architect immediately, diminsioned as 3 1/2" separately. serviceable portions of the nominally. NORTH building, the Architect cannot 4. Al } angles are at 45 degrees 12. Refer to detail manual for Room assure the Owner or the unless otherwise noted. finish schedule. 176268 • r------ --t I I I I • 2 3 4 5 I 1 ' I II 11 a � T) I I r � F I I 11 II V I - ' r -- I I �7 G� 1".��'ll► � I I I I � � ! �1Aw,.l:.. i�cl�t� OFFICE _ � I �� i �r`� iii , • iI 1 1 1 1 11, �� I I rr� ��I • I I i H I II II LL I M 1 If I F----j II II L_= MEN n I I __ p4fJgEtTG'� I I �� II II i II I - �'ve, I<x K-,T,- - J L - _--_.. .�, 1 I I r���-. r�a.��� a� '� n f� �l n r � II J � �� KITCHEN IF falf� � i i LG �`iG�I i A!�-'Y'ITIGNc� LL�i -------------- j ge1 rvs 11 I. r-151 r--J L-----A—� r------- / \ / II L —_ II s_= -1 II L / - L_ _ -- ------ j. I I t -ti k. r'�.l+l( 31 •�� • /I 91 1 RECEPTION IIII ,� II11 ,� iI i .. L===== 1 1 '� 1111 / fi p ! 11 • ELEV. ��� � WOMEN fv*TlCrJ II �MDV� hl'G I I I r � • 11 = II I / 1 TI0N GAT # Mcvl: 1�1a.L I r - SERVICE / i i WA" +� L L===_ r-I r t I I -- - , - , I I ----------------'k'-°'° ----I---------------- 1 I I I I I I h i BAR i F--a --- i i I 1 XIS' I6 i - - I FIREF LACE L J i I W L -_- - J RESTAURANT � 1 1 cc DN DN 0 r t ` 0 r LLI i i \ I � I i I I } , w i I dl I I - 14 I I I I , Irl I I , ----- ------------------- LOUNGE 11.1 r-I-I� 111 111 ZA LL 1 I IQ' if'1W�o UJ I 1 III I I III I I I III . III I I ( III I��*• I'�� #�r�� izIF: III ` ill G'117,f _ 11 � i it •, s u LU —4 A LL�� - II _ = EME _ - - — ao LL I NERAL NOTE + Contractor the the ' r I I 3 professional s es her • � Kt� 1 . Any existing or potential 5. Do not scale drawings. '�* Q problems relating to architec- encompass all contingencies. g Field coordination during 10. 0 denotes windows; refer to �� �� tural , structural , mechanical , 6. walls Keyed in plan as follows: imperative.v construction is >mperatti e. detail manual for window "�'� 0 plumbing, or electrical work Contractors bidding this work are to be reported to the must make reasonable allowances — — - - to be removed schedule. Refer to sheets A2.2, A2.4, and A2.7 for 0 � Contractor and Architect for unseen conditions, and locations of windows on immediately. Z inform the Architect of any new construction /I building plans. Refer to �( `y 2. Contractor shall field verify J discrepancies. existing to remain `t sheets A3. 1 and A3.2 for /� /'� existing conditions; any location of windows on discrepancies with drawings The Architect and Engineer 7. All dimensions are to elevations. shall be reported to the are not aware of any centerline, grids, face of Architect immediate) asbestos containing 11 . All new cabinetry, countertops, Y• studs or face se concrete materials existing on the foospecial wall , ceiling and LOBBY L DEMOLITION PLAN 3. Inasmuch as design for remodel project and can not assure unless otherwise Hated, floor finishes and bathroom A2 . 3 and/or 'rehabilitation requires the absence of these or 8 3 5/S" metal studs are accessories to be selected and 1 that certain assumptions be other harmful materials. specified in Interior Design dimynstoned as 3 1/2° made regarding existing Should any such substance nominally. documents, to be issued A 2 y• conditions, and because some of be encountered, the separately. Scale 1/41' 1'-0" �f these assumptions cannot be Contractor should stop 9. denotes doors, refer to i verified without destroying work and notify the owner detail manual far Boar 12. Refer to detail manual for Room otherwise adequate or and Architect immediately. finish schedule. serviceable portions of the schedule. Refer to sheets building, the Architect cannot 4. All angles are at 45 degrees oca l� l NORTH assure the Owner or the unless otherwise noted. locatioons ns of doors on building and A2.i for NO i �1 { ( 6 ) do �o Jo 1i -r�41e� A9CA IELEC. _:__ *ELEPHONE . MECH. - SPA O '1'6l -r Npei 0 • 1�c1��• � i - �.}(IGJT I� i )I / IJ L J~. \` LAUNDRY S ELEVATOR G I 1 WOMEN 'rPii'7 WM. a t��! r MEN ELEVATOR FITNESS i E ELEV. DN EQUIP. a I II cQtDg9� SET UP 1 CHEF - �'-�I CORRIDOR SKi HOUSEKEEPING CONCIERGE I LU FOOD STORAGE r 7 RECEIVING CL61 MIH, +OFFICE LU IVI i ---- — El CIO? i I BEV. SKI STORAGE POOL — rE1 EQUIP. . BAKERY ,I �}G"t� r n6ir 7 TC T JcleTev THI, A49-e,4w OFFICE -r*14T 10 u E?CI��r'' J0 '745 Imo+ - T� f�M,�lN. i.lct,p MECHANICAL ' I f I WINE UJ M FREEZER FREEZER COOLER WINE t--- �OL0651LH6r T1(,rHT TO r COOLER �1o�j TNT tl''I , I k I 3: D 1 m co GENERAL NOTES Contractor that the S. Do not scale drawings. ,� �,,_ r Ii r CC 1 . Any existing or potential professional services herein g 10. 0 denotes windows; refer to �. GEII.Ii '1tT I�VL Imo• ��`�} 1. 'Ir I'2�4rZn�f.> tl � r. problems relating to architec-- encompass all contingencies. detail manual for window UI L fa '-�/1# ,� r�C764:�? �(� 3 C tural , structural , mechanical , 6. Walls Keyed in plan as follows: `cis Field coordination during schedule. Refer to sheets (� plumbing, or electrical work construction is imperative. — — -- A2.2, A2.4, and A2.7 for {� 1` h�'1Gr Il+IC• ` ' '° 0 are to be reported to the — _ _ to be removed Contractors bidding this work locations of windows on Contractor and Architect must make reasonable allowances building plans. Refer to immediately. for unseen conditions, andL new construction sheets A3. 1 and A3.2 for inform the Architect of any location of windows on } �/ 2. Contractor shall field verify existing to remain /h / ✓'\ existing conditions; any discrepancies. elevations. discrepancies with drawings 7. All dimensions are to shall be reported to the The Architect and Engineer centerline, grids, face of 11 . All new cabinetry, countertops, Architect immediately. are not aware of any studs or face of concrete special wall , ceiling and FA �n asbestos containing unless otherwise noted. floor finishes and bathroom 3. Inasmuch as design for remodel materials existing on the accessories to be selected and and/or rehabilitation requires Project and can not assure g, 3 $/8" metal studs are specified in Interior Design B EET LEVEL CEILING PLAN A2w2R1'. . that certain assumptions be the absence of these or documents, to be issued diminsioned as 3 1/2" made regarding existing other harmful materials. nominally. separately. conditions, and because some of Should any such substance A2.2R be encountered, the 12. Refer to detail manual for Room .SCaIE? /Q,� 1 —Q" these assumptions cannot be 9. denotes doors, refer to finish schedule. verified without destroying Contractor should stop detail manual for door work and notify the owner otherwise adequate or and Architect immediately. schedule. Refer to sheets ?.. serviceable portions of the A2.2, A2.4, and A2.7 for building, the Architect cannot locations of doors on building 4. All angles are at 45 degrees „ assure the Owner or the unless otherwise noted. plans. 126298 TES � SY�t46 GENERAL NOTES W9* Add 1 layer 7 18" 1 8. tolnundersidethof metal Y ! g ass Mii2 Not used. mesh mortar unit to 'W5 at 1 . Steel studs are 6" 20 ga. studs fill all voids at steel deck WALL SYSTEMS W7 5/8 • W4* 3 518" mtl studs with 5/8" gyp.. bd. extended up shower sides. W13 5/8" gyp. bd. each side on at 24" o.c. unless otherwise with fire safing material and to structure, on one side 9- metal studs. noted. acoustical sealant. w1 1/2" exterior finish sound batt insulation gyp. each side, 3 ion and of metal studs and 2 w10 2 layers 1/2" gyp. bd.; 2 1 bd •layers 5/8" gyp , system on 150 felt on 5/8" 5/8" gYp• bd. an 1/2" lay 12" CH studs at 24" D.C. W14 1/2" exterior finish 2. Metalilstuds are 25 ga, at 24" 7, Refer to Specifications (06100, extended to corridor with a 1 1/2" sound D.C. unless otherwise noted- 06200) for fire Retardant exterior gyp. sheathing on resilient channels(Ref 24'" ceiling at corridor side, attenuation blanket and 1" system on 8" CI+IU, refer to plans for sizes. Treated Wood. • steel studs, with R-19 0.c, an one side, (RlRe 4 with sound batt. gyp. bd, shaft liner (2 hr 6 r % 3 bait insulation, 518" "gyp. 02.2 and D2,3) 16* Add 1 layer 7/16" glass ' bd. on interior. (Ref D2. 10) rated, ULDES U438, 8814- mesh mortar unit to W3 at 3. Typical interior walls are Ww 8. Tent all light fixtures in W5 5/8" gyp. bd. each aide on 75076) • shower aide. unless otherwise noted, rated ceiling to maintain W8 2 layers 5/8" gyp one side W2 W1 with 2 layers 5/8" gyp. 3 5/8" metal studs. floor/roof - ceiling rated system. on double row of 1 1/2" will 5/8" gyp. bd. on CH studs 4. All gypsum board to T r bd on interior. 1 metal studs, with sound with 1 " gyp. shaft liner Fire Rated. Type "X", . Wi! 1/2" exterior finish W3* Double row 3 5/8" Metal system on 150 felt on 5/8" batt, 5/8" gyp bd other panels, 1/2" gyp, bd. studs sta ggered, with 2 gYP• sheathing an 1/2" side, (Ref D2.4) inside, with 1 " sound S. Exterior wall system at Suites layers 5/8" gyp. bd. each ext. plywd on steel studs I C`l �y atten fire blanket (2 hr varies - see 1/4" plan (sheet side and 3 1/2" sound batt (Ref. D7.3) C1 Rated, USFG6-23-75) A2.7) for specific wall system insulation. (Ref 02, 1 ) (Ref. 07.4 information. Q SP p ELEC. TELEPHONE METER ♦ • ME�Cy, 4'0" y2 "01r �' "y .err1` 4"01" ' I PLATFORM g I { LAU N DRY t6' To 1=facM , F.Cl�ij 1<-r G.� P> S 1 ELEV. 0 < 6 S �JMEIY �� �I.��E/ I�__._ tkAEIY ELEV. I i L 1 F r� REPLACE EXIST'G DOORS • to=___J o3P� S,II Poo rd-I WITH NEW 20 MIN. to FITNESS 8'4-1211 i�l ' 8`4- /2" RATED DOORS cD 1 GAF 6OH6, lei- }�./�•u-f+ ra �t4alH CTS o t -- - ----------�--- `���` � N MASSAGE eL Ttc p OI°� W7 `� �, f I�, c o �+FII,L. I iM� U� EQUIP. �_ �� '.a _ � '' - _ � � - - =- - - _ k6I��T--- _ _ - __ - H+�i �'+p ( row eh3 _ 00 00 Y, i i� I SET UP =1 ----- ---- -- 001 - _ RA - 00 E2 a' t' 3'6t1 207" 3'V- / 2 n8!2jyi'-' 2 21"2. 41� 47" 71-3'�2 6" ,/ c� --w� �• CHEF a MP-c�+i VIV - ` I +a✓ ��.�. aj, wd I W 9 Gr-+ TO?' of! 5*'qT 6r \ OG yl�. v VOID CONCIERGE HOUSEKEEPING � � I LLJ - c3 �+ li I 21 =fit/2� �i� 80011 01 01 - RECEIVING 1 _ FFICE UJ (� FOOD STORAGE 0) (7) I 1 I MOVE �x►�• I %4�i y.bi� � I wko►�c- FGA- r�lls�.I Il !hI V , ---------- -- - t4r-1 LL kv 14 fi c � � ' CIS► 9 1 * 1 p<, r4e4_RUlfXeP1 BEV. ---- -- ---____--__ T ?�� P t POOL Z14 EQUIP. 1 � 1 BAKERY OFFiC+ 01 SKI STORAGE + WiNE w MECHANICAL W WINE FREEZER FREEZER COOLER COOLER EE 3- 2" 3- 2" 3- L°, ( D4<v I N y/� ylt 11 61011 pt©rl p/,l,i 11J`9" �ipir /J,y'f. I O 4 kl - - i ENERAL NOT 1 . Any existing or potent contractor that the potential 5.. Do not scale drawings. 1 problems relating to ial ec- professional services herein l0. 0 denotes windows; refer to encompass all contingencies. G . Walls Keyed in plan as follows: detail manual for window ("d'TI T� �` O C tural , structural , mechanical . g ��„e +a {'� -To v� rr( Lo*W •r- r UH a 0 � 3 g, or electrical work Field coordination Burin schedule, Refer to sheets 1 plumbin I ' } construction is imperative. _ to be removed A2,2, A2.4, and A2.7 for ��9'� i`Ic�'r�al � > d are to be reported to the - - -- I d Contractors bidding this work locations of windows on Contractor and Architect - 0 immediately. must make reasonable allowances SL new construction building plans. Refer to , for unseen conditions, and sheets A3. 1 and A3.2 for 2 inform the Architect of an existing to remain location of windows on X/ X 2. Contractor shall field verify � Y � �/"� � �/'�, existing conditions; any discrepancies, elevations. '1 discrepancies with drawings 7. All dimensions are to W---1-. 1/412 2F;L. shall be reported to the The Architect and Engineer centerline, grids, face of 11 . All now cabinetry, countertops, Architect immediately. are not aware of any studs or face of concrete special wall , ceiling and asbestos containing unless otherwise noted. floor finishes and bathroom 3. Inasmuch ha design for remodel materials existing on the accessories to be selected and BASEMENT L PLAN A2w2 and/or rehabilitation requires project and can not assure 8. 3 5/B'" metal studs are specified in Interior Design '�.� that certain assumptions be the absence of these or diminsioned as 3 1/2" documents, to be issued made regarding existing other harmful materials. nominally. separately. - conditions, and because some of Should any such substance A2.2 these assumptions cannot be be encountered, the 9. 0 denotes doors, refer to 12. Refer to detail manual for Room Scale / 4" 1 '-0" Yf/ verified without destroying Contractor should stop detail manual for door finish schedule. w r otherwise adequate or work and notify the Owner schedule. Refer to sheets serviceable portions of the and Architect immediately. A2.2. A2.4, and A2.7 for NORTH building, the Architect cannot locations of doors on building assure the Owner or the 4. All angles are at 45 degrees plans. unless otherwise noted. 126298 • i 3 4 5 6 A - - --- - -- - - - --` - - - - _ - - - - - - - - - - - - - - - — - - Ell i ELEC. TELEPHONE METER PLATFORM • LAUNDRY a 1 • 1 r i Tc ca,rl cTY > ELEV. - -_ —UB ----- -------- 71d Ll� � I � 1{ r->✓ col may} IG'T i uM W. I-J4 .L 74 e-)..ate, To �4; I , E E I � Sip ARG'� I � GARAGE I , � i '� i INTO TO rLAz' TV TG �Lwv/ kF' j p TV 70 ?yV17 111WIMOVIOW 2 0 - 1✓ I I f I I ' I I LU r � I � love 15x 1 i / r �. U rl.r r1 --------- - - =----------- ---- - - - - - - - - - - - - - - - - - - 1 1iLJ�' 4�P �rf-' A/22 1 f 1 POOL i EQUIP. , _"J 1 1 ' I � I UJ r f+I L&0 UJ Id I �' I I & I I � I II I II I � I � I I I Is I r 1 1 1 • Id I 1 , ENERAL NOTE r 9. 0 denotes doors, refer to r detail manual for door E C C1 assure the Owner or the 4. All angles are at 45 degrees schedule. Refer to sheets C 1 . Any existing or potential Contractor that the unless otherwise noted. A2.2, A2,4, and A2.7 for problems relating to architec- , professional services herein locations of doors on building tural , structural , mechanical , encompass all contingencies. 5. Do not scale drawings. plans. plumbing, or electrical work Field coordination during Q LY are to be reported to the construction is imperative. 5• Walls Keyed in plan as follows: 10. 0 denotes windows; refer to Contractor and Architect detail manual for window + Contractors bidding this work immediately, _.. — to be removed L schedule. Refer to sheets 5 must make reasonable allowances for unseen conditions, and A2.2, A2,4, and A2.7 for 2. Contractor shall field verify inform the Architect of an new construction locations of windows on existing conditions; any y building plans, Refer to discrepancies with drawings discrepancies. existing to remain p 9 sheets A3, 1 and A3.2 for shall be reported to the Architect immediatel The Architect and Engineer All dimensions are to location of windows on o y' are not aware of any elevations. , asbestos containing centerline, grids, face of ri---� BASEMENT L DEMOLITION P p 3. Inasmuch as design for remodel studs or face of concrete 11 . All new cabinetry, countertops, materials existing on the floor finishes and ng and and✓or rehabilitation requires unless otherwise noted. special wall ceiling .. that certain assumptions be project and can not assure A ' bathroom made regarding existing the absence of these or SCE@ 1�„ �' Q" g. 3 5/8" metal studs are accessories to be selected and other harmful materials. specified in Interior Design conditions, and because some of diminsivned as 3 1✓2" :. .: these assumptions cannot be Should any, such substance nominally. be encountered, the documents, to be issued verified without destroying otherwise adequate or Contractor should stop separately. NORTH _ serviceable portions of the work and notify the Owner building, the Architect cannot and Architect immediately. 12. Refer to detail manual for Room finish schedule. TE GENERAL NOS 1 . Any existing or potential problems relating to architec° tura l , structural , mechanical , �A1 N1 ' • plumbing, or electrical work are to be reported to the I • Contractor and Architect immediately. 2. Contractor shall field verify existing conditions; any discrepancies with drawings shall be reported to the - Architect immediately. • -��� - -4 i� 3. Inasmuch as design for remodel and/or rehabilitation requires �y • • - that certain assumptions be ' made regarding existing conditions, and because some of these assumptions cannot be verified without destroying otherwise adequate or •, • _ - l • - . . serviceable . - • portions of the -� � - R� - ' building, the Architect cannot , '�� • . o� + ^ r • • • assure the owner or the ----' + • • Contractor that the • 'I!~ w + professional services herein • •�. encompass all contingencies. •#'(G Field coordination during4�✓ • construction is imperative. i _ _.._ •�� � . , ► - - - ( Contractors bidding this work J if p • must make reasonable allowances / for unseen conditions, and • inform the Architect of any I r !. • discrepancies. �,�, -ai • The Architect and Engineer are not aware of any asbestos containing II . materials existing on the • X 1 - project and can not assure i T I i the absence of these or { •+ 25 PARKING SPACES �4�`-r OVSR ' other harmful materials. • Should any such substance R I • Pbr• �N be encountered, the 0 • Contractor should stop work and notify the owner • and Architect immediately. _ 4. All angles are at 45 degrees a + unless otherwise noted. Q 5. Do not scale drawings. o .• t'• 6. Walls Keyed in plan as follows: a` f to be removed 1 new construction ` •� existing to remain QF cotO'b P T. All dimensions are to aQ� centerline, grids, face of *� ' studs or face of concrete - unless otherwise noted. LE G 8. 3 5/8" metal studs are E3- diminsioned as 3 1/2" " w ` nominally. i 9. denotes doors, refer to - detail manual for door ^� � schedule. Refer to sheets r �I A2.2, A2.4, and A2.7 for locations of doors on building plans. 10. 0 denotes windows; refer to r detail manual for window • schedule. Refer to sheets ` . _ A2.2, A2.4, and A2. 7 for ' locations of windows on building plans. Refer to / sheets A3. 1 and A3.2 for �,, ✓ TD.I~1,; ' location of windows on - -- l elevations. ' 11 . All new cabinetry, countertops, ' � + POOL special wall , ceiling and floor finishes and bathroom accessories to be selected and .�•%� M specified in Interior Design documents, to be issued fIJ.W ■+ separately. .,(�fj i!) cc r 12. Refer to detail manual for Room M, � finish schedule. PROP ERTY LINE , +�02.� :---_ T�D.1--1.=*114. _ 0 �M ' - t ' ►, '+,� 1�C3.1�1.�r?Pj,� POOL,( ♦ •, -� PROPERTY LINE J. co -- - -_ - r»r•" i •. 4e,e 'mac • - �. Q) m O �„- •' NO TH � Allw2 . 2 LANDSCAPEPLAN / GRADI �'� G PLAN IT� PLAN �2 PARKING SPACES TOTAL A1.2 A1.2 Scale 1 " 2 0'-Q' Scale 1 /8' 1 '-0" ��zWd GENERAL MOTES *-V o iL fi rG4it"T C4'Ira 1 . Any existing or potential r} 'i•i= r',bw � -� problems relating to architec- tural , structural , mechanical , plumbing, or electrical work ! are to be reported to this Contractor and Architect ' immediately. I 2. Contractor shall field verify I existing conditions; any discrepancies with drawings \ i shall be reported to the I r- Architect immediately. I I 3. Inasmuch as design for remodel �f and/or rehabilitation requires I1wi that certain assumptions be II made regarding existing 1G, ff L"'� I III conditions, and because some of I ry these assumptions cannot be ' 14 verified without destroying I N otherwise adequate or 4 I M serviceable portions of the building, the Architect cannot • � �Vir #`'d►Yf`�1i � �� I M assure the Owner or the • 1HTAOO. HO I M Contractor that the kIll G •• Fill l oov1: IH 'khlrrG' I pI professional services herein encompass all contingencies, -----r--- - _- ____— .s- _s— I 4 I I y Field coordination during , I i I h construction is imperative, • hl Contractors bidding this work T. ! must make reasonable allows i I I I I III r- -� III I I - h for unseen conditions, and ! I I I I iIi �`� s!�r iiI I I N1 inform the Architect of any discrepancies. tjLi tj -- �� -- The Architect and Engineer not aware of any M asbestos containing • 11 ���r materials existing on the + M I� � t' project and can not assure M } the absence of these or other harmful Shouldany materials. such substance ! • be encountered, the Contractor should stop work and notify the Owner M and Architect immediately. 4. All angles are at 45 degrees unless otherwise noted. 5. Do not scale drawings. �r l AT B. Walls Keyed in plan as follows: UP { -- - - i Gw . f �E� _to be removed new construction existing to remain 7. All dimensions are to ✓' centerline, grids, face of studs or face of concrete _ -_ unless otherwise noted. II f✓ 8, 3 5/8" metal studs are E�"7 2 � diminsioned as 3 1/2" A � T (.J' GU 6 nominally. 9. j' denotes doors, refer to detail manual for door II schedule. Refer to sheets • II A2.2, A2,4, and A2.7 for ..� locations of doors on building plans. iI 10. denotes windows; refer to II detail manual for window schedule. Refer to sheets A2.2, A2.4, and A2.7 for locations of windows on building plans. Refer to 6s sheets A3. 1 and A3.2 for location of windows on elevations, I h :p G,� - �iwC,,� ,•y�riN, A+ u, l �� 1 F 1 . All new cabinetry, countertops, • "`"`'r i special wall , ceiling and �� floor finishes and bathroom 0 DN - �I accessories to be selected and UJ specified in Interior Design documents, to be issued ;• �I separately. _J - ---- � }� E,"X-roll-6r �"L 12. Refer to detail manual for Room ' i i I i y y I I I I I I "t 3ti �IrG6r Y� fi'r finish schedule. LU f -��•- I I I I I I I I ' Ni �I�NT' M --- MI IN 1r %f �� ----���♦ III 0 `/ fill Ill �. Jill l / / I Iili I% � J f. � UU / '1�4n+TIfG! q w U El .� BED Iry I PLANTING BED PLANTING BED 'fr W G;�Aj 1 9 i i ti d I \r r A101 I 4 1 SITE DEMOLITION a» PLAN A1. 1 Scale 1/8" NORTH -4sS Y. SYSTEM NOTE: Z. 00 • SYSTEMS GENERAL NOTES ROOF SYSTEMS S p. KO ^s Ste el studs are 8" 20 ga. studs W7 5/8" gyp, bd. extended up R1 (New tile roofing) Concrete o.G. unless otherwise t4 structure on one Side g at 24" . noted roof tile 1 e on 2x4 battens on 2 of metal studs and 2 layers of 2x28 at 24" O,C. over F layers 5/8" gyp. bd. sheet waterproofing on 5/8" . 2. Metal studs are 25 ga. at 24" extended to corridor exterior gypsum sheathing on <. O.C. unleaa otherwise Hated- .� nil, I - _ p ceiling at corridor side, steel deck. Attach first layer rim s • ;-' „. al 1i' , refer to pions for sizes. with sound batt. of 2x2s to steel deck with 08 t -�' - •' � t Ref Q2. 10) screws at 12" 0.C> ; attach + , 3. Topical©tinteriorn©walls are W5 i' second layer of 2x28 over the u ess herwise ted, we 2 layers 5/8" gyp one side top of the first layer with 8 d a! , � " on double row of 1 1/2 nails at 12" O.C. 4. All sum board to T • X 9YP Type e Fire Rated. with sound batt, 5/8" gyp bd other R2 Not used ` • �- *-", p ' ) 5. Exterior wall system at Suites ) R3 !" ' Y Concrete tiles on 2x4 battens >` varies - see 1/4" plan (sheet on A2.7) for specific well system W9x Add 1 layer 7/16" glass membrane on 5/8" 1- P exterior gyp sheathing on steel " l _ ) b information. mesh mortar unit to W5 at deck Y • 1 a shower sides • 6. * indicates that wall extends R4 Sheet metal on 5/8" ext. gyp. • ' deck- W10 2 layers 1/2" gyp. bd.) 2 to underside of metal de' ..,_ -�� `'•'`•`"'"°" _� �� - _ 1/2 Cw studs at 24 o.c. sheathing on 1/2" ext. plywood A "..- I fill all voids mgt steep deck sheathing on steel deck. with a 1 1/2" sound • + Y, C rl4 with fire eaftn materiarl and attenuation blanket and 1 .' - acoustical sealant, "�- :� + .,- ,' gyp. bd. shaft liner (2 hr • ,_e.. I•- •-- .� l ,,,.�:, COLUMN SYSTEMS . • r.et LDES 0438 BBN- . ': 7't 7. Refer to Specifications (Ol6t0A, ed, U , , " # ;` T?` �}t ► # ?�,1C7 x,,'ml p' ` 06200) for Fire Retairdant 75076). +♦ r ' 4s� 9 1 ? Treated Wood. outside and inside faces ' { , r W11 5/8" gyp• bd. on CH studs COL1 4 layers 1/2` gyp. bd on 8. Tent all light fixtures in with 1 " p. shaft liner , 11- la 4 i� _ panel 1/2" gyp. bd. Y i t # ._ � - 4 , ing to maintain n �ac ;• y rated ce de, with 1' sound with 5/8" gyp. bd, ,atorru floor/roofs ceiling rated[ system. inside, atten fire blanket (2 hr flush with face of walls �. , where necessary. • T .., f-••' � � F 1- ,:�- T.,- w. �.,.�„ r._. _�- Rated a U5FG6-23-75) Y• ( '86 i _. _ ( ) 1, f .. ". - - Ref. D7.4 Table Its Q2 • r K a i �._ . 1 m fl, - , l FLOOR SYSTEMS (Ref 6.6) W 12 Not used. s e _ COL2 At each flange side: 2- W13 5/8" gYp• bd. attached g� . - bd. each side an 1/2" � +• F1 3" reinforced concrete on steel 8Yp• 6" metal studs. separately by 1 5/8" mete[ deck studs to column. At open W14 1/2" exterior finish sides: 2 layers 1/2" gyp. F2 2X6 redwood decking on 2X.4 system on 8 CMU td !!!! Des v y°' s s No. X524, 2 sleepers, on sheet hour ratio g, ) (Ref: D2.12) waterproofing, on 3" reinforced W15* Add t layer T/16" glass concrete on steel deck mesh mortar unit to W3 at t g ,u ti r t h w r 1 ., F 3 / T d G. plywood subf lope , . µ t 3/4" T. sleepers at 24" o.c. i s't �. -1 ! 4 CEILING SYSTEMS 4. t ,: w F4 2x6 redwood n 5/8 7X sleepers on sheet `,h ' _ •° _-,�,.. waterproofing on 3/4" exterior Cl 1x6 T3G FRTW Redwood on 5/8" :..:r(: �-- ; , :. ' . .� � �- _ �-. - : Ak �eF .. - plywood on 2x8 framing. gyp. bd. sheathing on 7/8° TttMln of Vail f;OTnmtlnl�' - ,,tea _ ._ ,, ^� furring channel at 12" o.c. on Development x 1 1/2' cold rolled steel �,o , x l �s WALL SYSTEMS 4' - :` r channels at 0" o c Plan Build Health flea - , .. .4 r p.., suspended from structure ,�• s 1 1/2` exterior finish C2 2 1/2' layers gyp. bd. PPS ❑ ( -' ❑ � �,-.-'^�... r-v -:._ .. ., � •.�;;� ��':1i,- ���' i •:e _ _ � + system an 15ft felt on 5/8" drywall n 7 furring exterior gyR sheathing on clyannel at 24" o.c, on 1 1/2"' D4Eil8 Q t' a; ' Y , �µ --, steel studs, with R-19 cold rolled steel channels at ❑ r� # s ' batt insulation, 9Y'p• 4' - 0` o.c, with R-30 batt # in rip .r �, 5 insulation and vapor barrier at !� .mil' C '•t :. ,. k. ... .t _ t ,. � - t`a: -• .�- - - ,- face of 9YP. bd. , suspended - ;Yi bd v <- W2' W1 with 2 layers 5/e" gyp, from structure. t ¢. Sec. 393 1982 ll ,. y � dI�C�It .C. rte` w r•-� ,... r fi bd on interiory AS� � --�' i*` `'' r' ;,. C3 New 2X4 (2X2 at Fitness area) The tssuanee or granting of a permit or approval of fans anct 33 Double suspended from ri v t W le raw 3 5/a" Metal lay-in ceiling ing s p specifications shall not be construed to be a permit for, �_ �q ++ T - studs staggered, with 2 structure with 3" sound batt 0 : or an ' 4°' r w:#' approval of, any violation of any of the provisions of this cocie 'Y - layers 5/8' 9YP, bd, each (existing) floor - ceiling .' or of any other ordinance of the iurisdii;ation. The iscuant side and 3 112" sound halt system, (2 hour fire rated, • .� .. F -- y a permit based upon + insulati©n. (Ref Q2. 1 ) v.L. Design No. G227) p plans. specifications end GtttLr dgt<i �' f: ,.a,a w._• 1 : f , '.- ,,.:. r not prevent the building i n f A ! ! . p u d official from tll..reaf er eels ri - W4m 3 fi 8" mtl studs with 5 4 5 8" , bd" on 7 8" furring correction f ` / J@" c / gyp / 9 o errors in said plans, specifications gird i.�t,.. ,:.. ..3 '•"•' Ip,�.,+ 3,.. � +. ;1� ! ...1� - _ice .;.� : 't. �' ..�". s.. .xr'', �. -��i .. ..�' �'..• d , - «,. � _ Vii,, •> �- , `' ;- K s ,: • -3 _ .,,� � �.. 1, - gyp. each side, 3 1/2 " channel at 24" o.c. attached data c. - ,�'.,.._:' ,;� �. • ,�_,, z + ,. _ - - sound bait insulations and to steel barjoistl;4 with 3" - ,, - ,: . " «�` .>i ,,, .� ,�•',�" ,. `y � »E P / gyp. 0 1/2" bait. (2 hour fi. e rated, °85 ' TF , r d• . .r : 3, 1 ( 508" bd n I �" , ,1 � :' _ resilient channels at 24" UBC table 43°C, Item CJD) l � � k 1.�,. . .-. , ' id ,. m= i °• ,: ! ate ,,* °`� D2.2 and D2.3)) `dS., .. - ro '� - .r 0 0 -s e� �. ., , :- �_ W5 5/8" bd. each side on i< "I''F�i 3 /8" metal studs. xa ' S * " °�f_... . °i + � 1/2" exterior finish UJ system on 150 felt on 5/8„ y .. gyp. sheathing on 112 ,. e f 0. ,s �'�r-; •- < - ext. otywd an steal Lads r 4. � A �.�.. -.. _ ,._ i � <, .�,.. ,_- l Ref. Q7 • r Ar a - , AJ B L GENERAL NOTES PROJECT Bless[" ARY INDEX OF PAGES A�BREV�AT���#S A�J� YIV� C3 T AO. 1 Index , Project Directory, Abbreviation , J Construction Type: Type Ii FR. ymbols and Notes Y Al A1 . 1 Site Demolition Plan / Sites Plan Abbreviations Material Designations 1 . Any existing or potential problems relating to A1 . 2 Landscape/Grading Plan and Symbols architectural , mechanical , plumbing, electrical , or A2 . 1 Basement Level Demolition Plan Aav tbova ' structural work are to be reported to the Contractor and �` Q R 1 - �©lei AfF ahoy* finished floor FD floor drain (P) paint Architect. Occupancy # Ga ~ ♦ A2 2 Basement Level Plan AP access f+�l FTa footing PR pelr Type" A3 - Restaurant A2 . 2R Basement Level Ceiling Plan �■■ AC acoustical F3D furnished rK parking 2• Contractor shall field verify existing conditions; any A2 .3 Lobby Level Demolition Plan N ADO addendum GA furnished by omen PLAN plastic( �J5 rw discrepancies with drawings shall be reported to the A2 .4 Lobb Level Plan ADJ edlaceat GA g.ge, gauge PLAN plastic laminate Approx. �� R 1:33,9$5 Sq. Fl. Y ALT alternate av galvanized PL plate Architect immediately. AL eT'�emiraaa ac general contract tor)' p�lylrotod �-'--y UT °' A2 . 5 Typical Plans - 1 gt through 4th Levels ARCH arcnitact (oral) GL glees, glazing p pounds per eaunre foot L�"J 3• Inasmuch as design for remodel and/or renovation �3:3,TZ� q Fl. A2 . 8 Fifth Leval Demolition Plan aw basement GYP BD gypsum board MF pounds per square inch requires that Certain assumptions be made regarding existing A2. 7 Fifth Level Plan em bearing i0a1 hardware � � A2 . 8 Roof Demolition Plan / Roof Plan PL property line k BvL bwsiad MDR header r'= '�r'"1` conditions, and because some of these assumptions ens cannot b® BIT bituminous HTO heating qr quarry t1 1e verified' without destroying otherwise adequate or A3 . 1 Lobby Level Elevations 8LK block HVAC heating/ventilating/air Bond REF reference eLKC blocking HT height REFR refrigerator \t F�KiGt serviceable portions of the building, the Architect cannot A3. 2 Fifth Level Elevations SOT bottom HC hollow care RE reinforce (d), (ing) assure the Owner or the Contractor that the professional REOD required A4. 1 Sections at Fifth Level UJ BLDG butYding W hollow metal services herein encompass all contingencies. Field CSNT casement l 1n HMCL hot water heater REV resil',iant l �L g during construction is imperative. Contractors S2 Demolition Plans - 5th and Roof (c) calk (ing) cau k( g) n this work must make reasonable allowances for unseen CPT carpet (ad) ►10R horizontal coordination REV revision (d), tin97 ■ Rii right hand bidding CLa coiling ID 1nalde dlamater R 'riser Mar-L (4,OALL conditions, and inform the Architect of any discrepancies. - S3 Fifth Level Plan INS insulste W. (ion) R&S rod and sheaf l �ies"r S4 Roof Framing Plan CT clear ( the 9 CLR clear (ante) Ic interior RD roof drain 4, All angles are at 45 degrees unless otherwise noted. PRI "N'.0JECT �����T��Y M1 . 1 Basement Level H and V Plan COL column RN roofing G i g JC janitor's closet CONIC concret® KIT kitchen Rif rooms CHU cancrate masonry unit LAM laminate (d) RO rough opening 5. Do not scale drawings. M1 . 2 Lobby Level Mechanical Plan C41a5T construction LAV lavatory (6) sealant (exterior) �'-� ;� �INI<+l!'p a. M1 . 3 First through 3rd Levels Mechanical Plan LM left hand BHra sheathing ��-� M1 .4 Fourth Level ' H and V Plan COST continuous LT light six sheet 6• Walls Keyed in plan as follows: M1 . 5 Demolition Mechanical and Plumbing Plan - 5th Floor CJT control Joint L length C1,1ST custom -. DTL detail LTL lintel Sc sand core ----=to be removed (T, DIM dimension LVR louver SPEC specification (s) M 1 . 6 Fifth Level H and V Plan OWNER Alma Equities, Inc. so s4uars r,��new construction M2 . 1 Basement Level Plumbing Plan aC) DR door MM mil" Ir >� Lewis Futterman, President M2 . 2 Fourth Level Plumbing Plan [ IlaiG draring MFR manufacture (er) STD standard @xiSting to remain iq masonry opening ST staeg 2162 Broadway O) Dr drinking fountain M2 . 3 Fifth Level Plumbing Plan ifTL material so storm drain tilydtL►roP� CRidi+Q� New York, NY i0024 9 r E east 7. All dimensions are to centerline, grids, face of studs or ,� M3 . 1 Details I � ELEC electric (al) MAX maaximum TEL structural EL elevation (a) ME04 machu t (et) TEL telephone face of concrete unless otherwise Hated. ELk(V elevator MC asadlclna cabinet TV threshold TdCGo M3 . 2 Waste and Ventilating Risers ~ O_ Eo equal MET arstat TFg! threshold a. 3 5/8" metal studs are diminsioned as 3 1/2" nominally. AR ECT Zehren and Associates, Inc . M3 , 3 Heating Schematic Diagram sn EXH exhaust M orator (a) Taa tongue and grave P.O. Box 19'76 MN ml (a) TsL top of slab o1�rd�^�� Avon, M4 , 1 Plumbing Fixture Schedule , Mechanical Equipment �' p EXG exla'ting TST top of at") 9. denotes doors, refer to detain manual for door Colorado 8183_0 Schedule EXT exterior MIM minluaa (303)949-0257 � � 0 FOC face of concrete NFR mirror Tw too of watt tv`-� schedule. Refer to sheets A2.2, A2.4, and A2.7 for " Tg>: towel bar e�-E-v��tai-tsf�t�-- 'S 1 . 1 "Electrical Schedu 1 e, Legend and Notes FoF face of fIn13h NISC miseeIIWawa locations of doors on building plans. FOM face of masonry MULL mullion TR tread ssW1► i STRUCTURAL Monroe Engineering consultants E2 . 1 r Basement Level Plan - Power FOS coca of studs MR natural ise reduction �1+'rdt - (,] 4a}rJIC�'T10+i window P.O. Box 1 597 E2 . 2 Basement Level Plan L i g'ht�'ng FIN S ,,ciao (ad) TYP typical 10, Odenotes windows; refer to detail 1 manua 1 for w Nat nominal vB vapor barrier schedule. Refer to sheets A2.2 A2.4 and A2. 7 for Avon Colorado 81620 E3 Lobby Level P1 an Prer FF finished floor elevation + � N north VEA7 vertical (303)949-7768 FE firs axtinguiaher MIC not in contract VAT vinyl asbestos the l locations of windows on building plans. Refer to sheets E3. 2 Lobby Level Plan - lghting FDC fire department connact/on we rater closet G!<rp,ad i�ipirl+�riP�lr A3. 1 and A3.2 for location of windows on elevations. Irm •ire hose connection NTS not to scats wit water proofing MECHANICAL-ELECTRICA'._ Yoder Engineering Cof►stAltants, Inc. E4 . 1 Typical: Floor Plan St through' 4th Level - Electrical FEC fire extinguisher cabinet OC on sings E5 . Fifth Level Plan - oWBr a A081 cPa opening t ++ rattled rare fabric 11 . All new cabinetry, countertops, special floor surfaces P.O. Box Colorado' FPL fireplace OpP oppostte w vat _ 9 Avon, Colorado 81620 E5 . 2 Fifth Level Plan - Lighting •`''o, FP fireproofing, sprayed w width, wide and bathroom accessories to be selected and specified by FLO flashing OON overhead hand IIDM window �� Interior Designer. (303)949-1191 E6 . 1 Electrical One Lin Diagram and Notes �. �FLR flaior Ong) wo without 7 WD rood • 12. Refer to detail manual for Room finish schedule, INTERIOR DESIGNER Simon, Martin-ifegue, Winkelstien, Morin 501 Second Street San Francisco, CA 94107 (415)546-0400 1 I i i �x►�!�4 �wusP'o�rr �- `�- -T Y4 y s I F7-7�-- _ J � . 1 'NO E7 59445 00 Z E H R E -�_ �, -�-, aOwkl'SFOLtr aA4 M AND ASSOCIATCS. INC AXCHIWURE•PLANNINC•It'UMORS ! / +'`, • WJL•SCOTTSQALE ve, e`er --- _ i€ _ Irk _/: lOQ 4 1l6v:>C i Li �y z'& J—�+& � �.�.� M � �y I z O A_M I ,. �B�6 b� t 1r�,c.�.�' ,.f f'< ' i r'�h r. �t �t I I{e V' I '�'t �" 1'1'4' + "V #4 ,f„� �c 1 X11 �ct�r-t'� I , M Imo- t Ire �.r�.►- �.cc.. -*.� ' �t �rr, t - -tom-I ��E.r v�r��-h , ►°t `�rl {- � I r � �lr ... ib I ��.:.ilt,t�„ ' � ��I �� r��l�� •r/It�1 � r YID-4'1� ►'��.s-c� �'�.►'e�..�r I'I1 � �� : �r ._ X_ �z_.6A 110 c.� .: h{'r�� ,rrr.�- � �...a.- ��;; �r��rr! �►��o��"r�.�'r r1���Ia��1 ,b �► c� -� °' 1. �I I �'h�- .�,��'�r�.�. �:r�.,c� �.�.1� �� w!✓�-�' =-,�-�'r�� ..,�I�'� ���-� a�-I ���i��'�.��. ,�. c�.� ,,%hr�,�- ��- �..� m�� �: r�u��t �,-I�-I� �—ter I n�h ��'r-�.�� �' � , a 00 flit co ..J -.ems e ;�.! �� �✓ E.+: � f r/ T _ _ r+ I Z 'R't I a'._°" ._^I"" i '., ."a` A, y ... I �, a.•' �`i. �/ /� ,slJ`.. } 'i.A ` ' _ _ r k \V • ; e 0 F. 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(.." -� ' ►•I��''13b'". 1I+NE�'� „ • TO 13E f Ma\l Ex 15T Nfil G J 1-1 "1'L•14'*' Wit' ELECTRICAL NOTES 1+.QD N' 1.1 +G7C1 d~'iP -+t7�Jl'�8 L•.�IflrJ(A - --Gc71.YN�CI' TQ 1��� MAIN tai��-GO�.Ir iEG-� Si.J IT�1-I , -n%A� '�i...i"-rc.i 89RACE S 1 ON Ir'X1_1_Mm cv Tz.IiLvj�4a I`�I KIE." t f-L�C�D arJEL� NEI.1<a 3R. leguIir'r W/ PCN..Qq_ E 0� ( 1 ELE�'T R ' ALL CEILING TYPES WITH CEILING ' � [ CAL CONTRACTOR SHALL VERIFY Gvr-i,*ss.lY rt.4. r4S:.11.11��'*1'TS, - S CONTRACTOR AND ORDER CORRECT LIGHTING FIXTURE FOR CEILING BEING INSTALLED . LOCATION OF LIGHTING FIXTURES MAY VARY ACCORDING TO 1r.Gc�1�INEG`"� -rte ExrS"'�r�G; GRID LOCATION. ELECTRICAL CONTRACTOR SHALL LOCATE LIGHTING FIXTURE 45 N5VX)SP, Mpl,•y I,J/ N>wr,,' 3�SA GG„ AC,COR'D I NG TO GRID LAYOUT WITHOUT ADDITIONAL COST TO THE OWNER. CX15 rt'11 KI"r�i-•ig1r, RSNE�,. Ex116-7-It-4 �NEI. LIMA- t3RG�+GER. 70 IsE REr-iov=. TzEr-I.-Ac N/ P,4 t 2254 ?Ar•41EL. tam sa1+11►1EG'r 2 COORDINATE ALL ELECTRICAL DEVICES IN TOILET ROOMS AND COUNTER TOP E'1s I S"ltI 46, oz+rte, ,1 T5 b Cs>Nrv�1' r- ii'T'! �12taN sTZ 51 11.1• H Tp ���' ���� +� ! � `-4+�„/0a ?I/Z".e. AREAS WITH ARCHITECTURAL ELEVATIONS SO OUTLETS COORDINATE WITH ` I� PLA,C& MIRRORS. BACK SPLASH HEIGHTS. ETC. � • . �c 15T 1N Crn EI'�I E�+G"ENG'° - l�"l�c.1`1E�J • _rb g1r TcE v U " NEw PAKftL .3, DO NOT MOUNT TELEVISION , TELEPHONE , SWITCH' OR OUTLETS BOXES I I D+ N+ L.-r$ CSx.lNEG-r �"`�+ Par+E4 tP3 ' F#�1�1E'.. Nom; tiE�1 NEB BACK-TO-BACK. PROVIDE 18^ BETWEEN BOXES WHEN MOUNTING IN COMMON • I EX19T!NCaI CfQGLI'I'S 'ro • %VKNEI.- T-Ar-[P_ . n`EL WALL . I 'AA ,hG C_NDI4II_r a, I.J> -{, ALL BRANCH WIRING WITH RUNS OVER It30 FT. IN LENGTH TO BE MINIMUM • WIRE 'SIZE OF #1 D THW UNLESS NOTED OTHERWISE . r • A-/C,, 21/2"G ,. 3 3 1114"C_ 5,REFER TO LATEST ARCHITECTURAL PLANS FOR : EXACT WALL LOCATIONS; 12 I 1 x,5r•r Nt� r�pl N DIMENSIONS AND CONF I GURAT IONS; AND DOOR SWINGS FOR %MRI F ICAT I ON Of' • • 1504 1 I SNITCH LOCATIONS. �CTD rlGm.l LtF4a1C8 , 11/4 G' 35o L°r�-� ;a"61.. Er•1" 6.COORDIINATE LIGHTING, SWITCHING AND RECEPTACLES AND ALL ELECTRICAL ��► __ EQUIPMENT LOCATIONS IN ALL MECHANICAL SPACES WITH RESPECT TO I ACTUAL MECHANICAL EQUIPMENT INSTALLATION. ,• ir© NE1�! F�►rEL 'AA 125 ( _ _ ------� �s-rir.+�, t�E.. or.� Lc�1�� ��✓E�.. _ 5>� N�� G*+E uN� I i EXIY>✓1 � tzl�r'1�� 8. SLt�R.�c+Gli. t,...1/ N+F.�.ti ESL. G[. • • l� � I d,a- � "LP1!'� �6 r�E� ✓�-jlr.sc� r�lscc.~N�il�ur o�.� ,4 Nib 3t�2�5d-+P-�I 125 Ci cal w JS 7, THE I, I_ECTR I CAL CONTRACTOR SHALT_ VER 11=Y 51 ZE . QIJANI I TY, . • >32f �E�z. -•11r, EKIYt'iN11� I_OCA I I O N S AND R E c 7 l l I REMENTS OF ALL MOTOR_ W I T H t~141N I �' ��� ExIS?IN4 MECHANICAL , PLUMBING AND ARCHITECTURAL PLANS AND PAN�6. „LP"Ib" Ir�l i�rMi�.l'T SPECIFICATIONS AND FURNISH AND INSTALL CORRECT SIZE 1zEMC�E >=�c S'�1NC� 1�5a s.l_-�- ' C�I��car.Ir� c,Yr rEstl'S `IN�iy CIi•W ITS TG I 1 >? r�lovtED. BREAKERS. WIRE ,' CUNI?U I .Y . D I SCdNNECT SWITCHES , I 1 JUNCTION BOXES . SWITCHES, VOLTAGES, PHASES, ETC:. FOR A NSW 225 cau L_ L J COMPLETE SY5 TEM. ALL EOU I PME,NY N01 F URN I Slif_D BY OTHERS 1�CIS1T'iNCsI G T JEiiC„ 4,!/ rrtETER. WILL BE BY THE ELECTRICAL CONTRACTOR W I TIIOl1T ADn I x I ONAL kl©LJSrt.9G,. lal.a,. {.611JI1�1-I rI.1" �r-rh�.�. COST FO THE OWNER. MOTORS, AND EOU I PMENT F URN I Sll'F D BY mr,S- • N.E,C L.eC Lr Cwnr-,S Uppzil2C*Ir OWNER SHALL ALSO HE INCLUDED . I T SHALL BE THE 45 tilt:17 RESP(YNS 16 1 L I TY OF TIIE ELECTR I CAL- CONTRACTOR TO VERI F Y ALL MGTOR5 AND EQU I PMENT BEFORE SUEiM I TT I NG BID. AM EXISTING ONE LINE DIAGRAM NEW ICE LINE D�IAI� MINIMUM, BREAK-ER INTERRUPTING AMPACITY RATING TO BE 10.f10U AMPS N.T.S. FLT. . SYMMETRICAL UNLESS NOTED OTHERWISE . # i. PROVIDE MOUNTING HARDWARE IN ALL SPACE ONLY DESIGNATIONS. ALL BRANCH PANELS TO HAVE CANS MINI MUM 5�3/�I" DEEP AND 20" la.DE FEEDERS ARE SIZED FOW COPPER , ALUMINUM ( SIZE 410 AND LARGER) MAY BE USED PROVIDED THE ALUMINUM CONDUCTOR HAS AN EQUAL OR GREATER AMPACITY , AND APPROVED TERMINATIONS , IF ALUMINUM CONDUCTORS ARE USED, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH N.E .C . WHERE PVC CONDUIT It UST`D A GROUNDING CONDUCTOR SHALL BE INSTALLED AND CONDUIT SIZE I NCR!`ASED IN ACCORDANCE WITH N.E .C . PANEL No. AA VOI:TAOE 1Z0 ./gv� +_,a_ PHASt�YVIR1<��MOUNTED PANEL No.�swVOLrAae izP/ _� PHASE w1At �EG`T.�. MOUNTED PANEL l�v.'��vt]LTAaE�� ;� PHAeE�wIRE YOI�MTED x/12 AWC CII EXCEPT AS SHEJ4IFI ON PLANS, IN ly^ ALL NIRIKG SHALL BE /�r LU TYPE A.I:C. C ,c- (7 MAIN C ��j iOCATIQN ,� 71 .�dQ�YAIFf L.J416 ,w,,ILiLr 1CO& LOCATION TYPE A.1:C: 1D, t:.: c.� MAIN OCATION EQUIPMENT SCHEpULE , OR REQUIRED E OiNELEf�GRHAMIHIMUM +01 QT AGE PROP • BRANCH EL R"•I TYPI' A.I.C. o aXR, WATTS 6K R. o OK R. WATTS A. e o SKR, WATTS SKR, ei CIRCUIT WIRING RUNS OVER 100 FE IIG CU UNLESS z x _ x z OTHERWISE NOTED . W 1M0 a0 Wr o W W m 11f O • O W m W W m W O d W m W DErCRIPTION .c r s DESCRIPTION L J r DESCRIPTION < < DESCRIPTION. a 4 J r L s DESCRIPTION ► < ` DESCRIPTION. a L J o _ - o o - »E o Y Y ra acs o - a x x o 3 - o a a t ALL BRANCH FEEDERS TERMINATING IN PANELS TO TERMINATE WITH COPPER CONDUC- �, L < J J < 0 4C J � - � < < � v 4 < � � � # � B NDY T PE COPPE ALU INUM TERMINATORS . 0 TORS OR SPECIAL UR Y R/ M � � 1 - 6 < . = '" 'Z. / 2 1 , c ) 3 2 1 _ "- d 43 2 3 it a a Y a a 1a t s a , L ,� „� i �-� 1 s . r ` - 1r a 7 1 • E COMPLETE ELECTRICAL ROOM LAYOUT DRAWINGS SHOWING L EMGIN#wCATI OFFICE EIfACT LOCATIONS 1 r�. o THE ELECTRICAL CONTRACTOR SHALL FURNISH TO THE ELECTRICAL 1 1 ! s 1 - I 10 o I _ I � I 1• 0 12 ..-- --` 1� �r• 1 'a AND DIMENISIONS- OF ALL ELECTRICAL GEAR PRIOR TO COMMENCEMENY OF CONSTRUC- 1t Y 3 ,2 1 i 1 _ 12 11 1 �� 12 TION .- " 13 1 1 / wp C �..f ..� 1 A 1 3 r'9 P1 1S 1 1 1i 16 1 • 16 � Y �., < yrT � ? � 1• 1� Within 24 hours after award of the Contract , provide a complete Halt 17 . E , 3 1a 1T . 1. , 1r 1� 1 , . ,"- 1a of all equipment to be used including manufacturers ' names and :>1 1 t 20 19 .,� `' 1 20 1D cl - I 20 models. g e and 21 I l? irO 2z 21 1 I 22 i7 Provide a spare diffuser and/or glass for each light fixture type 23 � ._- ,,, 12- 3 24 23 24 23 1 y 1 z. one for teach additional unit for each ten fixtures , The quantity of 25 1 f,, - Y, 2e 26 - 26 2a 2a any sing:o type shall not exceed 10. - 23 0 29 1 30 2a 30 2° p .✓ 1 30 �t,. SEE 4�"CN SIB k �t1�Sj1T TE 311 �. 2 31 2 33 1$�i 34 33 34 33 24 39; Teo 24 35 34 36 30 Z,+ 3a 3• 37 40 37 Q (Q 3 T 3a FFb• 1 40 30 40 39 40 4� 3 1 42 ffoa Q ••' CONNECTED TOTAL 1?' AMPS. Gt11T CONNECTED TOTAL AMP$. Gr .7- CONNECTED TOTAL 7�, �� AMPS. .� `.G• �•-1d . '� �>s S'r•v �,rr.C,;:.-r�, i_ - '_ _. J �F7i�,'�F'I � z ` 1ERir-Y ALI _ ^1 C 4�1 4}I]"'7 41.1t'1. PPCNIDr6 PANEEL Na. ,"Qr. V0CTA0E 1', 0 � I_ 3 PHASE WIRE MOUNTED PANEL. No. A&VOL'TADE ��rO�,� 3 PHA3l12�WIR>E MOUNTED PANEL No. .r.�VOLTA©E1� ��+�, PHASE � WIRE MOUNTED PANEL Ni. VOL`TABE fZQ /ZaA , PHASE a -WIRIE�f^�MOUNTED YAIII r3`tCM LOCATION TYPE A.I:C: 1O,O�e> MAIN 4KIt 2154 LOCATION TYPE A.I:C: 10o0i0o MAIN ZCAAI LOCATION TYPE A.I:C: ' MAIN '9KV 225 COCATION W TYPE A.I.G: '�,� O+PO C7 11.x. _ _ , o SKR. WATTS aKN_ o e gKR. * OK11. a EKR, WATTS KR. o iKR. WATTS BXR. c Y W O at _W11 Z X -WATTS 0 a W m W 2 2 W m W . 0 . o W m W x Y w • MU O O W m W x DESCRIPTION t �' i DESCRIPTION W m , DESCRIPTION ►- < t' < DESCRIPTION, s L J (r: a DESCRIPTION ►• �` .� DESCRIPTION_ c J DESCRIPTION ►- f' DESCRIPTION _ W F J L Q Y — �. Y 3C _ h P_ J a: < x < aC L J p :< O aC O O Y Y C 2 - �y O V O O x nt O >: L, O O O 3 O a[ Y O 2 O O O a O J J < i U U < J ! !, U U L t �' ..1 J < IL U t? L < J J < L U I P,�. 2 - I 7 -, � 17�. -1 2 1 1 zO' It �W OU11_LTS goo 1UCa NEW "L\r4P7S I z � 2 .� 4 4 3 1 I - 4 3 1 ZC? !2 QO I 00 ' 12 xCS 1 4 S - !•'1 rt Op v ►' !f 1 - • a • a 1 a • • 1 x+0 IZ, , Iz 1 0 7 1 ,f � • 7 s 7 I � ■ I } ZO 1� , LO C3a(! I T v I a • - 10 o r O ° to - 1 1• ° 1 x 12 '° d'O o 1I 7 1 10(14& e:Oft?. Z t2 11 12 11 .�,+ y+ 12 1 12 11 " zQ IT �f goQ I 1� 12 '7 14 13 1 ICaf5C5 14 13 _.. 1A 13 1 ZO - O Q IZ ," ---- I� 1 1♦ t a � - Cl 1" o +1• to 16 li 16 Y 1a la I Z ` 3 1� I 1a J a- 17 1 C f�' Ia. - 1 a 17 1 r 17 . 1 . Z.o a 1 T . I . 2G� , I L - 1 1• 1+i 1 .1. --- .9. 20 19 20 19 - 2t3 I 20 19 1 ZLti � 1 20 v 21 22 zo I 2 2 a C 10 Q 23 24 23 24 23 2A 23 1 Z 2A , °�¢y- C -. go 2b - _ 2a 26 20 26 26 2a 1 C} j�D 1 26 � ,au,� 27 128 27 2a 27 28 27 1 7fj 1 28 4-- 2D 29 _ 30 2S 30 29 1 1 30 � O'l Jr I cc)) _ 30 31 2 31 2 31 2 31 1 1,0 ( 2.0. 1 _ 33 34 33 34 33 34 33 4 20 7u 1 34 3a 39 3b 34 36 '• 3a 1 2Q 4G 3• av 37 38 37 39 37 38 37 I _� 13a 3Y 40 39 _ 40 3° _ 40 39 1 40 E6LU «- CONNECTED TOTAL (^� AMPS. `I��_-,I"'I� CONNECTED TOTAL AMPS. "- CONNECTED TOTAL AMPS. ;r{C CONNECTED TOTAL APPS, ,1k E C. 5 9.i. 2LGi N'vEGT !wytl5�1h1G, GIIZG. 1T'f t2 i 7L+''11�11�1 -�. G. 5�'dL.... yEra'w f' F') 5"' Nas Gl :u d P2. •/ �E . Gc.�RSI>~FrG'"' Ac i'EP(�L�AC.E5 i1C1>1 IIWq�s E'ANEL_ L.QI R_L0►J1.1 't,T' X14 1NC C1Rc�U11-� �1lAr E 0" �TeF'Vi1N P9aM caLQ PA,QeL, VERIFY' SXISTI% C C.tRCuIT'S A-00 ►,��1 P1�11=L lE� PP,c�vl�� GoRFIELf' �REA''Sir� � tnrlRE SPZE t a I � r2� f I EX-2 10 774 EX-1 T-2 1 /! T19 Ei3 _ T�a dldr 0 ` T-117 T 15 3 -2 o - Q N: �^ . 1 � SUITE . �f 2 on ULJ ZI mom , Lu w r lam ` 1. �x,ST�n.i�Gry t..t6��i�r' iF1�tTJfi�S -'r"ra �M©iN �. rt�*�tG./� ,46.L� I..I+�r,H-riNG, ,�-,K•r�,.d' F�'S► NG"'r' 13��a� ��uSED. ;r o u 4 o fi! tT m 0 L2 ve - � y NEW FIFTH r T. PLAU LIGHTING Co At '�' .s'�i6�-�,.� _ -a�-riser, - .t-:,ip7�....e.�•!n�:,�awrc!lsillec:: e.:�.a.TlcaF?• M�i+w�t�t?�yy" -. Y i 1 :t C: C y "Tb Rgc r4T i N C,i •� � � p r 2>! 'ALZaM �`C'SF3"; 17 PNi.►: _ "85 -r G 12 r — r�U u map= rv- 3 G G SEE SUITE ;, -- N��M°'2 ` A,.: ... ,h ui5013Lt��..J _. l.85" ; Imo ) �'C3�3°'; 1.4 LM f5i)o LLJ LLJ low ! � NGTES 7. v �cAUT Lt•, -,©ry c� ZuE-Tr t a�-r�+ -2. PMO AOE -.5-,&LL.04.l BOUSS 07, ALL EC.,Jin, 1NI LJAAL-I �c[..✓,a4° ..."'urx,.u.� „ilk ����I L r. NEW POWER E5m 1 C WHOM �. ._. ,, .., _.. _. r,... ,.. .. ,., ,:., ,�.,- i'a ., .,a ..,� :..< �Xc '2kEiGS1<xR4�f�9�+?F6�,.var0"a. �a3�xt�rr�: . u,<.:-+x?�s�. . .. i., _ r:,... ,. :. - � �'.:.,:: -. _ >". ,,. '.;r9K k, '�±�.�Jbi'�f'?a;��'o'�iY'.Q,�..s�3�# Dkt'F2. .• f'+n :. ,:. _ ' k ° + :aYya AM .,, •:� rales�e'ble--n+..va,�_..:::�3.°ARZ� AtiPQ.,«..i...�ke.�+vra +YbSAla��uYlHln^air=�o�i;�� gs. ,� sr�ats-xY��:a941fX� �a-.a,�°"- -..�.-'. �°:�e•ea?�a+l' mR?��£Ms:-nS,"Ar,'9NRFaai�` -. s WIRES TO BE IND'EPE'NDANT OF CEILING SUPPORTS FIRE RATED BATT ON TOP SHALL TIE WIRE - ATTAENED TO i EXTEND 6- MiDER BOTH SIDES & OF FIXTURE WIDTH, 5/a'\ X 17" x 4a"' TYPICAL OF 4. SPECS. M y� GYPSUM BOARD CEILING TIE WIRES x0 _ STRUCTURE ABOVE I#�� LAZY-1N CEILING p -' hilt+:�' �.', , TIE WIRE TO SECURE BATTS TO- TIE WIRE TO CEILING 11 �° GETHER MAX. IS"0. C. GRID. TYPICAL • r' _ _ _+.If �. + l �.. OF Y h it FIRE RATED BATT SHALL tl EXTEND 6' WIDER BOTH SIDES OF FIXTURE WIDTH FROM TOP POWER FEED ko \1 BATT TO UPPER FACE: OF GEIL- TO FIXTURE ll �, ING MEMBRANE. O NOTE l�l�� TEE RUNNER OR SIMILAR MEM- BRANE CJQ Ib TEST WIRE HANGER At EACH ltll FOR GYP BOARD 1 Ill CEILING. CORNER OF FIXTURE (TOTAL OF 4) OR I CADDY CLIP 515 PER SIDE it (TOTAL OF 4) A CLIP ., ® � RECEBSED LIGHT FIXTURE CEILING , TYPICAL ALL RM, FLUORESCENT, 8+ INCANDESCENT FIXTURES 5/8°\ z >►;\° x 24°° \ GYPSUM BOARD \ 5/8" X 2t- X 48" GYPSUM HOARD. ROUND RECESSED LIGHT FIXTURE DETAIL (EACH END} - LAY-IN AT TWO PLACES LIGHT FIXTURE ' •. '' T15 TYPICAL RECESSED FIXTURE SEISMIC DETAIL FIRE RATED BATT PROTECTION • DETAIL BASEL B , U.L~11/4* THICK �� FIXTURE TENT DETAIL FOR g MINERAL WOOL BATT, u.L, TESTED A APpVD, + NOT TO SCALE INSTALLATION PROCEDURES • PREPARE FRAMEWORK TO SUPPORT FIRE RATED BATT. SECURE TO TEE RUNNER OR SIMILAR SUPPORT AND WITH TIE WIRES FIXTURES IN FIRE CEILING � x + TO STRUCTURE ABCIVE AS SHOWN. MAINTAIN MIN. 3" CLEARANCE BETWEEN BATT AND TOP OF FIXTURE. RATED 04 '000, • PLACE BATTS TO EXTEND MIN, Br BEYOND THE EDGES OF THE FIXTURE, • SIDE PIECES TO EXTEND FROM THE TOP BATT TO THE UPPER FACE OF THE CEILING MEMBRANE. N.T.S. s SECURE BATTS TOGETHER WITH 18 GUAGE TIE WIRE MAX. IB' 0. C. I� i FOLLOW SIMILAR. PROCEDURES FOR GYP BOARD CEILINGS. • ENTIRE INSTALLATION IN STRICT COMPI-IANCE WITH MANUFACTURERS INSTALLATION PROCEDURES FOR U.L. TESTED AND HOS"TALITY UN"IT AF%ROVED SYSTEM OF FIXTURE PROTECTION.. 1 ST LEVEL _ AL- ELECTRICAL R SCALE: 1/4" 1 IT X15 \ Y 19 k CcaN�JEC T -rca 3 - N H40SP O I'GL I'T Y UT-11"r Cr.I6.t�G,� >:7rxA�..1i*1G "T'HI'S SH Wr 0 T�3 �• r �,t.l!Ftr•I�r-rT Gt•1 "A"L. . �E1�1GI TZIwMp+/�D v T 15 G iju 1 _-- rLS-w ve Exl5-rII.IG > ��-JINI�IG►a-r- �/ __� r�€rnclr�L €�C!s*'' �,iGI REC.ESSrA6a 11m -,iCA L.IC,+-4T Fix '-jra S IN Ccarwz =orl s ce f T 15 r.-rO Ex I / r- � LTG, CtG? rr-�x Et-��R�+EtJG1' C�RGaJI`T now uj w TYPICAL U4N" ITPhLANow moft ar4b, O \ a VI It1 _ " & I� } n. _ � � �� ST THRj" 0 "`%H E LECTRICAL NEW � ELECT. a SCALE 1/8":1 -0m z .... .._ n.. r..°T. +�.:,:..-:,;vk ::•w..,tr,?�,..dYAn'�� .--�,i,,::-sic:.a:a �k,.w�-,. ato- a�Pi...:�'.. �6rh#"-�- - .._.. _. `t -.-.,..,.cs w.:-c �f, •'�'�:4(eQ5:.�71t+z�.",• - a,�"�.^ :ww:�.'+�-. 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'� .e►G.�i. !"ICh rJT [ --t✓G OS T t k I 4 �oL..I51r tGZ� NCa UJ�� 9GC.�NCIE'ZGE O$� • . ALrR�a' �PFt� PEw� + r� .t�o 5► W rn �� ' ! FUtza4l364 8 It 'AL.L. NEW 'ELEC-rZtG L,-r- t f-4tA-r 15EA.iE5► �" r"16rs oR AP' v✓ Eo�1�L.. MpNuF r 424...4. x I SNo�L :r�r nSN I+JS'rGLL.4TIGN Nc� os -pm AuC. . PLZNS, 0 :, F 1 REGc rv'IN 'C �G� IS.F'7r++,t)\11pE A '5No-.J- ICS os-rGC'T'c0125�``' p5fo �pCip .cLGr A©' ', 7 �_ _ per i E Fa F&7 lay (t I~l/ --'^'E PM.03>± . Ir l5-ra.L°_. SQLJiPr-1 1--N1'T' A---, 035. cc ,, R�GO�IMEabED $ ,-,aNur-AC:-rtJlz . IRN°5 S IaJS"r'a+� r� LU .., �, TEE, ..:. 3 T CXi NCa / 5 I1 I -�• Cr O r. 1 > Q " rt r4, TS E. -EZt"' NAL 304 rzD , 1► I, I,; 3 1Zv�I BVE7= I SC E I NOTE I we,V, 30 0r-F-i c E r---3/4"G. `ra ESC 15'rtl NCw # TE3.C. "3ri�"hwlt5,�. T3o�2D ' It EEZ Per R F2=EaEfZ COO ER E ® C � U E2E , _ � �.R �--Twos-rQ � � , ,•�„ ; a--- 12U�/ 1/Z MP 14 v f r ' 1 i a w ID F � e � roo ' # . E rc LGL -i C1Z rt 1. EX�51"ri'�1G� OtJ`^'�L.i±'r"5 Tc7 81✓ 1�Eu°SF_D Et�EC'r'>��G41_. �C'q' m!^ GcsrJ�eac�r� -rca Cc��N�'c-r �c�5��.lrj �ro Ni'9...1 �•��+E r AS 'NEE=)E=> rz, 2, ELEG` LIGdL CG GTQrz Sr-44LL RELCC-&- F, AL.. Ex95'7'NGI EI..�G 2 CCl�I. CG��_ !!''*'I�NT , Cc7rs.Ji'T- E''r"L. "rti-fb`r r�`Tgr� 5r �11�s•i 2&lse EXISrt's �=P JiY �LJN5 rr �� h -M E2n 1 �. E`V61C•'rR3� c,:c��-r�lat��e sM�,�.�.. Rs�v� �a�. E�EC.Y��ca� ,�, ECr1t,1�PMEhJ"" r+4rr Csmt- 4 COW=y " NEW BASEMENT LEVEL PLAN � POWER :bft Air 0 Z ., .. ... .. .. _, .. .. ax. .. .... - .. .. ,. ... ,. ..... .. _ .._ . . .::. ... .. ... -> � ,... .. ,.. :. ... e.,.>, ..:: �.. .. ..... ... .. : .. .__...ter.,....... .. .,..._. ..,_c-.+-v..«st..c .._ _... ... _.... asE ..v. �r '_ ._ ,.. .:.' <. -:a ... .- : .:k� .- ':a°w; fir;-;z�.a:�.g�.:�w`eeaw,.:+��.,F.a��.a:Kw..,..�.s,,.�...Y.�, 7+�r.:.�*.�a�,,.a%1Wi���9�u-+�...-n...tuKo-<•,�?^:i, e,-�x....56�•. � �1:..�w4AR@+'t ab,JA1R�. ::a,:u,vANw!a �s•.�?. +!Y�IXSRw.w '�...z!�` 3km !,�4 >� 1262" • • LIGHTING F I T u R E SCHEDULE. ELECTRICAL SYMBOL LEGEND ELECTRICAL REMODELING NOTES LAMPS' SYMBOL DE®GRiPTION MOUNTINO TYPE MANUFACTURER CATALOG No. MOUNTING 'VOLTS DESCRIPT16N HEIGHT N o. T Y P E Q C= FLUORESCENT LIGHT FIXTURE - ti!`F71 R INDICATES TYPE (TYPICAL ALL FIXTURES) BEE LIGHTING FIX. SCHEDULE TFLL4 L6k-rte GArl& sow-12V' G15I1_!N411 L06J VOL:,rr.G,s INCANDESCENT LIGHT FIXTURE - ,0SU1IL " 1 °aw aLru-I LTG. " Prs`NDAWN41r i2 zhVCJ-r Gf14-'!`r.Jmie 1. Not less than 24 hours before any system Is to be put out of i fors) LZ1-1484 0 H.I.D. LIGHT FIXTURE service, the Contractor sha 1 I notify the Owner oe such necessity EXIT SIGN including the extent of the work to be done during the outage, possible length of time required for that ptrase of the work, and L+GNT�LiER 7774 150 L.J GE!4.IN4 INDICATES LIGHTING FIXTURE ON NIGHT LIGHT OR EMERGENCY SYSTEM (SHADED) tl�r� desired time at which the outage Is to begin. The Owner wi 1 1 '�-2 1 r40 ?�>EGESS!st7 120 - -0 A m a k e a 1 1 arrangements with those affected, and where necessary� NpIGA7E9 WALL MOUNTED BRACKET FIXTURE g y he will dictate `and specify the time of beginning, and other - AGOLiN-1' uGar ci�e-1-`' .�` rFCf`�•9p regulations governing each particular outage, so that Li4rrTCa�.Sr2 7782 - 41 4' � iL.iNGn IN(��!L E5GENT 4.1NL.aG�!-!�"' $Q SINGLE POLE TOGGLE SWITCH (20 AMP) LETTER INDICATES SWITCHING (TYPICAL) 48-TO BOTTOM Inconveniences to the occupants wi 1 I be m i n i m i zed. • 1 A'23 20 THREE-WAY TOGGLE SWITCH (20 AMP) a � Any concealed wiring or other material pertaining to or effecting $4 FOUR-WAY TOGGLE SWITCH (20 AMP) the electrical systems or work involved I n this spec i f i cat ion or i • L!Gti7oL Tm 4100 ISO W GTril.NCA SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHT accompanying Drawings and which are not Indicated on the contract. i 'T 6"11N ' T>H :Ar^%� ���� 12.0 documents sha 1 I be reported I n wr i t I ng to the Arch i tect . The � • p DIMMER SWITCH - WATTS AS NOTED vk ;�,�- Electrical Contractor steal 1 not proceed with the work occasioned by such materials until so authorized . This will be at no • DUPLEX GROUNDED CONVENIENCE OUTLET (20AMP) SPLIT WIRED 16 TO BOTTOM additional cost to the Owner . � • '703L- Al 12 VOL. CE!+_.INJen 1r,1Gta.�IDE aG�Nrt >�i.JNLICsir-+T DUPLEX GROUNDED CONVENIENCE OUTLET (20 AMP) 160TO BOTTOM • 'F'S 1 'T5�.-J T2sGIEsSED 120 I...OL_. 1401-TA64S - 3 A I I ex I st I ng w i r I ng , equ i pment , etc . , I nd I cated to be removed or r1rt- 1G Q FLUSH MOUNTED FLOOR OUTLET which Is being abandoned , sha 1 1 become the property of t h i s • TELEPHONE OUTLET 164TO BOTTOM Contractor and sha I I be removed from the premises unless otherwise AS REQUIRED noted or directed . Care sha 1 1 be exerc i sed when removing such Te.H LIG '11Jla A.rS"rArL Z�Ar..I o..3ta!_.i.. Qr.ICaR'r"�. tr.1AU ��GOnICQ JUNCTION BOX - SIZE A9 NOTED OR REQUIRED NOTED material so as not to damage the structure or its contents. . 1207 Q SPECIAL PURPOSE OUTLET - SIZS AS NOTED I i41S) l0�1 - 1 84 Certain items of equipment and material shall be relocated where • - _ GEI CONVENIENCE OUTLET (c INDICATES ABOVE COUNTER) 6"ABOVE CNTR. called for on the drawings and sha 1 l be reconnected so as to •• • LIG I�itrPt dr4�8/TS1S (4?1 12 VoI.'i' GIEILINf,; RIEG'D. T-er-essiaD 17-Ar- (12 ) I..1/'t"IiL►C. EIJ SITE DISCONNECT SWITCH -- SIZE AS NOTED -- Perform their original functions . � • 7 7 -7514 (S') -IS17, 1 75L�..J InFAG W/SURF 120 L.160r4-r'S (4-) cLXN. L iN5-T4L-L. A6 Goal , 4,003 r'IT�.- 14 -'SAL s.!*Wr's �4Z49SsAV rj 4Lt_Tltas rb1Z A. Ct�'Ll~'r1� � MOTOR STARTER LOCATION = SIZE AS REQUIRED � � Ex I st I ing mater I a I s sha I 1 not be removed or d I sconnected unt i 1 such 511rS_rffP_1 I& MOTOR LOCATION - time as they are no longer- required to perform their functions . NEIDi-itA41tDT 033 50 i.J ntQp, ,- Lo" VOLJr'14GS CAULZ S'10 "1 ► Q CLOCK Should any existing wiring or equipment be encountered which T B VVL.?L$Li.,.! 1211 41✓I. GROUND FAULT INTERRUPTER - Interferes with the proper installation of the new work , t h i s (4r5) 421- Contractor shall relocate same as directed by the Architect , E.UyG. ELECTRIC WATER COOLER without additional cost to the Owner . ` N11 Mt�.RTa- «33 bo �-J niPtaNT ?,.pi.J */4LT44E CiSL.F- Wr WEATHERPROOF T_q lt. 120 TELEVISION OUTLET 7. Removed equipment designated to remain Owner's property shall be - - delivered to Owner' s des i'gnated storage site. ELECTRICAL PANEL LOCATION 72-TO TOP K Gl-]EB 24-0, i`40 6-JL)- W 4;r ELECTRICAL DISTRIBUTION PANEL 8. In alteration. ext ens i can and remodel I ng projects, existing Y 10 Z FZS GONE'¢ 120 - conduits sha 1 I be extended, altered or reconnected as shown or as directed. 'Where exist Ing conduits which are indicated to be - NOME RUN TO PANEL NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS _ revised-, or which w i I l be essential to the Functioning of the 14LIMUR OF HASH MARKS INDICATE NUMBER OF CO G ND F new particular c�anner_t i ansm s s le 1 rul�eomacefPpoI nethQUmc,t t- exoped t t' i ous manner as 49 r.rE 6 r'r' 7�ZS A-0 .-_I- c.S i,.!►.ice, cup c�r�CS r-�T 4 � 't2aa L -H 1- � N s Mr I TWO v N a u T O R S sv A _ 0-T-1 2 TZS 5�as 120 . INDICATES CONDUIT CONCEALED IN CEILING OR WALLS � directed or indicated. Where wiring Is } nvo 1 vQd, new wires sha 1 1 - be pulled in betweeen the nearest avai1a4hle, accessible, reused INDICATES CONDUIT CONCEALED IN OR UNDER FLOOR outlets . I f same cannot be installed. new conduits shall be - provided as directed. Attention Is called to the fact that all CrlIS �4-© t=4G r.J 1..1- G�u u i� >=i�tiJ SC.Eir•IT 4 I.j%APAxAoL =it7 INDICATES FLEXIBLE CONDUIT _ shown on drawings or spec i f,ed �- 12 2 fZ5 5u2�n.�E 1207 - - new corndu i t , wiring anti apparatus - � shall be connected tp the exi st inq systems so as to func-t Ion as -"Z.49- JS"9 5;(_� complete units. A I I condu i is and e 1 ectr i ca I apparatus , etr . . in be essential to the functioning of the various systems when the th 1 ace ahcJ not shown or spec i f I ed to be re-used or wh i c�h w I 1 the - K�N1:lr ►�#2T1Ca°JA24O F4C3 LJi..!- GE.Ir..!NG �L��SG.I:N r 1 � 4 Tc�F'>=�'1���, "i=13 2 120 =q,E .&LA%t-1 I--CWJ-1 work rs compiete, shat I be removed and stored where dir eeLed. No J O old mater !a] shall be re- Installed or re--used unless otherwise LU Indicated on drawings or herein specified. Concealed conduits LIG!�TOt'�R ��72 6vDs.� y.���.�N�G, IN�rJD��iNT 'P¢uli") which are not indicated ar specified to be re-used and become � Q, -1¢ 2 � � t2 exposed due tri construction changes, shall be removed to the nearest available, accessible, re-used outlets . 0 0 EXISTING ST I MG E 1J I f'MENT AND MATERIAL A ,�J LICoo-r L. a7z 778'Z ° .A,E, 150 �. ------ 0 A, 2 1 RIEIl-,il�+<w rJG4r�rC3 5L i'r ��..JhILIGIt-rT �,The Contractor shall notify a 1 1 corporations . companies, T-1 ) REGE'S51ED 120 �teAGK r�!L�"f l - CSR /!! f individuals oy" IocaI authorities owning, on having. jurisdiction LU V ' over existing utilities and services which interfere in any runner with the execution of the work under this contract : and shall CC LIG w1r0L'l5R 4.7Z-Z 4-72,4 l 0 0 6.1 6.IALL5r~ !+�I C, 1*11IZ 2[n Z I.14!-t"' remove . re 16cat e or protect such u t i l i t i e s or equipment as '® -1b 7 A1q G"&WVE ` 1241 5' required by the parties having ,jurisdiction, without additional CLEAN d'r= r'11 cost to ttie Owner . > L!G►-r'►vLS-R. 47Z'7 60 l-1 IJG6.L Si14GE LIG,NT MECHANiCALIELECTRICAL EQUIPMENT SCHEDULE 6 If existing active or nonact i ve services are encountered that T}7 to A 141 �°C.13CN'E'r5�' 12C� 4� require relocation or � d i scor�neet i rig . the El er_tr i rd 1 Contractor sha I I make wr i tt er1 recluest for decision on prr?per lhand I i ng of these services. The Electrical Contractor shall not proceed with L!6i 'rraL.°r¢ (2) 4.727 ti, I.A" &_,E t-1115ACK L! P P Z Ir } the wok unt i I so authorized by the Architect. with no additional 0 12. A 1� G`' '1�P' tZt7 $ NAlAE'OF 3 4 id cost to the Owner . G EA2 M 2Rc _ >4 Y Ll to 4 EQUIPMENT 1 _ � �jC � � E,WI-�en areas of the existing s# i r�r buildings}din s are adjacent to• the area of L.1Grh-rT0 -72 ! r..1ta" 5u21ihC.5 hI NC?E'SC T" t"1 iR'RM L.,1m` 1} 2 it v 7 (li , g 3 AIQ 4`' ,�Bov+E -Z%v 124 2� b ttEr�AMK1G h E7 3 _J © I!1 Z 7 1� T 0) corr'st r ruct I on i n which work i s going can and are occupied, then t h i s Z, C.L.EAIR OF r�ir�);L N Z I contractor steal 1 arrange his work so as to reduce to a minimum the I �+ ~� 5►*IC+ 1 �" I a Z Z I W �` 14!?Z I i '' periods oci<s of i nter-rupt i on or Outages i n ti^ie Oar i ous services . "14 i R 11�i0. iG/11go /rC]I.J R,.GlwS'SiTS I-tG1�. �ESr ^w 'ot 6r 1 W �Q •24 LJL 1 A- 1q !N GG!LirJGI ?7.0 7 _f I 4 U x „d7 J Z� i t 1I} Ii r F7 I• d? 1 N -} r.1 1-+T JI..! R 4100" 150c-J W #I.L. 5P..1ZWCE t.IL1k..I� SG �1C7: EQUIPMENT N4. M4. i1- io ffEA HORSEPOWER i/3 I13 -7 23gW 140Q,l,l30Sa- 1115 1861- W4- 1 1/12 1/2 3/4'�777 1 - L1►D 1C�G L.1 VOLTAGE 120 Zo 120 120 lzo 120 tw 1Zo IZO 12ca 12,0 12o ISO 12+C)) LU 1 1 1 , t t 1 1 I -1=�EG� 1�e►r.IE�. � L�G►-r�'vL.i G2 Lr�-�og,O L IG�rrr�L.!!<�, LY1 �@3 -�--� PHASE 4NCG. R�SGEN ' .� L.iO+-1T GCal.rr` G ? c� 7�. 7 .. 4 7 7 ELF. 7 �. r??.c3J - I.r.1 L>rTIGNS) r!Cat-'1'Calr'>r�Z. Lr"1R -S I.;G.+*rYS.. 1101 / 1 14; = 15O rip -�23 1 G2� IN c UN� 1?� cr WIRE SIZE 2 2 2 2 2 12 2 12 2Fd 2'1Z 1ZFA. 2 ?Z 12#12 2 1Z IZFA Z 12 2 '2SC. 2012 1ZE.A: � a, sr � s . . -� ♦ � i O ` L i Ca -ITCdL..?�Z 12Q 1 I' 1240 150 W EGc""SS 1r1� I N Gpr`.r S sc-E IJ-r OV Er Z Seta I- T 24 DLr j A21 r4 <:.s LJN� 120 O DISCONNECT SIZE _ 1,:I _ Z, GLA55 lq*2`2, GIJa55 fi FUSETRON8 I.iGHTO@i: E)C'~�.ItQ1� +NG.C�n1�7ESC�`VT LLCIRROiAT RTEFi SIZE 'r•25 1� - 12 150o r„ � c7 .+` DIMMER CONTROL FOR LORRY AREA �I-� Hi=v"' - "r•24 N.Z.S. acs E J LU ` -1•Ei +trs F C ;3v.4"G V)NG►.,1 -r"Er,,,�G�or.9� O�J"rLE'� • 3 V) ix ►.1 4LL C•4d-40U! TELEPHONE RISER .S. Wx:hanrcafJfleCPrreaf - y 9110 � 130 Box 574 Pram..Co ad P.p Box 5T*0.,boor+.Colorado 810 . FAX X39al%9 10787T PLUMBING FIXTURE SCHEDULE Pt WAT 9 t_LOSFT (TANK TYPE, F1.13OR MOUNTED) G'1.. � l 1 CHEN SINK (EIAKE RY) � CAPAC I T I ES, RAT I NCici AND L 1 MI 1"A1'I UN:;s c'351:1 C;F to Ell' CJ. 4T"1 . L;, f'. Al 1.0:5 M_3 CPB I_Ng:r HEAT �HS • y__ $200 FT. ALTITUDE, 3/4 HP, 12'0/60/1 MOTOR. HEATING GAI='ACITY OF WHITE: VITREOUS CHINA, WATER £+FIVIC+IL: 511PHON-.JE F WAIVIR STAINl_LfS SILE.L TYPE: :0')4, r:(j S44L.6f, EIF_-L►-PIMri Itwtt" 159, 000 BTU/HOLIR WHEN HIEATING ABOVE CFM FROM -1`��1= To all"FF Uri - A. M--5a EtASF_F*LNT 1_LWEt. L:Fi!<<INET HEATER 1. CLOSET WITH "TANK AND TRIMMINGS. 154ACKFL_OW PR VEt'rTEjf. SINK, WITH F 131lFR HpL.F. F:AtjcEr I?►AILI.PtV13S. LIZING P000F K-N-FERiNG WATER, 2.+1`"-`F TEMPLRATUR€ 1'Jl?UP. P ROW G6 1A_ E40L-i cot-'s, AND 1kIw t LVEk. Iwo PIECE 'risll E:1` W) 11-1 WATER PRFS�iURE: Dkos-' T'HRf­1PUCcH COiL. 13 F1 . WATE k MAXTMU14. ii1k A UNIT MOUNTF0 THEERMC]SrAT SHALL. CYCLE'_ VON TO MAINTf-1.(N SM I D PL.fA13T I C SEAT i4hjr) I:OVii-F<. f:L 1 i I m6S PRES,+..,-'I,ikE DROP slCril]SS COIL 0. 216 T NC:HF.13 WATER 01n)(I I'1LiM. £;PafACF T E:MPF RA1 URE-. N.OH;_E:F'# f!FEfil- TYPt N.U.- SEA I- NO._ POI_ISHFD CHROME FINISH WITH Ll VFR (XINTRI:Ii Sf+..,rlYf +f MAJIU ATRE: 60 HHW- 4 OR ritcoUAY, 1NTE'RNA°t'1ONAI._ E:DWIVAI EN) . B. M_`�_tT 1 �JEE�Y L�,�J�13 t;AdadNE T NI-FatCRs. KUHLFR WELL.WORTH K-23!!'1,:,-4,1) K-4655 AND BASME r STRAINERS. KOHLER MODEL NO. A{ 71ic'!•-f. r!1'g Fs7ATIC?MAR`1 LOUVER A RE WALL. THE fRMOSTAT SHALL. PROVIIA 94 SIGNIAt._ -I la P LL.AVA7f?�t_Y (COUNTIrRTOP) SPA AREA i 'I 1 K1TC�-1E;N SINS'. (HOSPITALITY LINIT) j } CYCLE HEA1ER F=AN TO MAINTAIN SPACE TEMPI±RATURE_. 18 GAUUE MINIMUM GALVANIZED 'STEEL 4" BLAOLS ON 4" C N I t RS At' +`c, WHITE VITREOUS CHINA SELF-RIfMMINU COUNTERrCIP 19- WHITE I-Aar IRON DOUk+LE COMPARTMEi+IT SINN, WITh r lVt WITH WC URN �t:��l���. SET IN 16 GOAIBE MINImill*t UAL VANI ?Lb SIF=F[. C=. M-5T:. LOB;NET HE-91ER (CORRIDOR SUP-PLY). 1/4"X 16-1/4'" OVAL LAVATORY. CHROME PLATED. WITH HOLE F-PLIC:ET DRILLING. FRFAME, S!EC1JRFD AND CAULKED INTO OPENING. RFMUVT4f4L.k GAI_VNN1[F_L) R 11E.I f it. RIM, ALL EfIRAS:i, 1-1/4" TRAP, £iUPPLV, fiND WA t'.1117 S-I LFI. 1/P", 19 GA'UGfi WIRE -MESH EIEHI ND LOUVER.R. t:-- CABINET HEAi ER C=AN SHALL RUN (-,t3NT I NUUU-'-)LY f�140 A WALL F I T T INGS. i=AUCET HOLES' ON 4" CENTERS. MFG TYPE NIa. 45, OR AMERICAN WO MINt:i, LOUVERS & DOMPF.R'1 r`,UmPANY, -0014L.0 RUSK I N, MIAINT ED TFIEF;M0S`i AT €,HEAL-L PPE)V I UF_ t'A SIGNAL ILI M11001-f11'F_ A Kfllit E R E#RCIflKFIE:LIa K5'943 ARROW, UNITED AIR LOUIVALENT. '-WAY CONTROL VALVE IN THE HEATING WATER SUPPLY ljiPI[NO mi G. TYPE NCI. TO MAINTAIN SPACE TF1,10ERATUft . � KOHLER FARMINGTON K-09� )o E1 TTIN13S M­9 KITC FhI HC)EI'i� ! xFEfAI�rsT F FAN 1. 06 M-b ►REFIR,t6ERATIUN EEatl,laF'MENT iRt]C1�i �,.tft?l�l r 1 fa+� �.. _ F :11I,NC?: KEJFIL_1-_k ""AL_°rE:RNFA" WA'TE;R GUARD E'DI110N POLICHED CHRfti4F_ 1`450 CFM AT 1. 0 INCH S. F-". AT fi. V Ft=f=l 4�.5, [.. , 11[1'`'0= IE I . , Y A WALL MUtINTE_L) C:1lCIL11dG 1FiE_Rh1l7STG1T 1.r;}{LC_ �'F71_I'JIIr(. A �i1LiWAI_ C.I FINISH AND WHITE IN1;E=r. MODEL NO. K-6973. I-tP, c08/60/:'1 MOTOR, EIE:.LT LIRIVE_, III--LAN[: C:ON 1L°URATION, 11ACt4UFAF-1 START THE FAN WHEN THE ROOM rEMF"ERAFURE RISE=S PkBUVt= ticJ`''r= � POLISHED CHROME FINISH W I 1 H CRYSTAL HANG( Cs. F:CIHI i.-.1i DAMPERS, AND V T O RATION I9,01,F741 SIRS. PF N1V OR I L.13, kAGME. (f41J,J US'I ABLE) . AND 0. 5 GPM FLOW RESTRICTOR. M(Ji7EL NO. K•-15a41, 1aY` l�fikE3FiCaE. plj.Ls'p-4tkE (3N1 £NHLCK. E001VALEN1 . • F�3 gIlOt4L.R FIYTINGS (SPA/FITNE:SS AREA) CONTINL)OUS FEED, RUBBER C.LISHION MOLIATED I.rIr+T'UEER. IM-1Q QgEUt1ET` !4EATER L.UI M�7 H & V WJVj.I� 1F3F1S'TFC!1ENe1 L<=VE_L MO rOR WITH MANUAL RESET ANO OVERLOAD PROTt_C T I C04 WITH A. RErJERAI_. � WALL MOUNT PRESGUfRE BALANCED MIXING VALVE WI I"I-1 t:III INLEi,16 STEEL £s1OPPER AND I MPf.L.I.ERS. 11:ilGixl1 . 4000 BTLIH CAPACITY WITH 19)'�'F AVE=RAGE" H'F-ATINO WATER lFMPt,.R"TLIH , � 1NTFGkdAL STOPS AND 3 GPM HEAD. C:f•itROMt VINISH W1 11H CONTROL FROM W+A1-L. SWITCH. C3En, WESTINGHOU:•E, ELKHY, 0.5 GPM 115/60/1, C-1. 3 AMP. KIN( 5JON TRW-- 7 OR BEACON MORRIS L-QU1v- 71-E: DIiTtSII)F AIR UAMPL R SHALL 1 t [I! c WHE:NE VEk THt ;,t.IPPL Y CRYSTAL HANDLE:. WFiSIE_ KING E111.11VAL.EN1 . ALENT. FAN STOPS' UNDER ANY f'ONO1TION, 11^#CLUDIN(3 FkCJte. F 1FPF CUNT ROLE,. WHEN FIRE. CONTROLS S I'ClP THE: FAN, OLL UFth1F'kk+ MFG TYPE NO t4ij M i ,r �T HT°tis 4t t3 , 00 TO CLUSi D. t3EE; FIRE AND Si,101,(C DETECTOR,.,-, SPEC I F I C(I- KOHL.ER [:C]RAI-AIS K-15511 3 INSJNKEFRAII Of? BADGER V 1/c' HP � TION SE L:1 TON 15800. HORIZONTAL MODEL WITH I ND I V I DUALt_Y ADJUSTABLE: HOR I ZUNI AL L.0UVE.F+ F' « L VAlUF(Y (CpfJNTERTOP) SUITFS COPPER TUBk. AND ALUMINI•JMI FIN COIL., INTEGRAL THEERpIOSTAT, DIRF'GI B. PRovI F. E.XFiAUS`T FiiR AND OUTbIDF E1114 M01CIR140 UAMPTIts. DH I VV PROPIF L I.E'Ft FAN WITH SAFETY FAN (r;LIARD, AND MO r OR W!-i H RU)I 1-- WH LTE VITREOUS CHINA. SELF-RIMMING i:OtJN,rF_RTGP 'tj- IN OVERLOADS. IlSPt:t ID HFA-TER AS ):FOU I RI_D. PROV I L4F: #"sA-rK VAL.VE +)N C. PROV I i)E A LOW LIMIT SUPPLY DUCT D I SIrHIaR(3E T FIE RITIOk t I AT 1/4" X 17-1 /4" OVOL LAVATORY. C:t- ROML Pi FIl E I), SUPPLY AND PLUG VALVE ON RETURN. 60c'F ENTERING AIR TEMPFRATUk _. SE 'I L! 5t2C'F (ADJUS AE+L,E) . PRC)V I t)L A F2cIf)M THE RM0111(i 1 i BRASS, 1-1/4" 1RAP. SUPPLY, AND WASTE F d'( FTNtiI;. MECHANICAL EQrUIPMENT � � � ` � ��� ef.)()~F• €NTt=RdhOG WATER IC--MPERATURE. �#? I WATER FEMt:'t�RAIORE 171-03P. "f` WHE-:RI INDICATED ON 'THE= DRAWINGS. TF#I= QIJT'3Ti)TC Atli 004MPE-H r - MF•IH C:APAC;I T Y, 1 !1 F4P, 1 1 5/60/1 MC.110H. F:1 NNS 1'CIN t-6f Ff 1 F'' IiP LIECit'I fN FfALJC.:F:1 1.4tILE=v UN E1 ' CENTERS. 4aF•FCkI_L_ C;LGiSEi AND RE1 URN A) F± II.tFttrWF f? 5F•1FILl. 017-f.N WHENEVER MORRIS, TRANS, 01+-01JAY, M13D I NE I:.QU I VAL ENT, THE SUPPLY FAN STUI='S UNDER ANY COND I T I t7N EXCEPT FF"OM MFG. T1.ham, NO, 3 l=1 RE C ONTRC L.S. KL11Il_f F{ P E:N1dINCaTON ht- 1k; 10 , 1 08 -[ L. ALI_ TERMINAL Hr A r i PG I OU I PMENT CAP AG I T T ES ARF IiiA`±I:D ON PEl7 F 3f)AFCC7 -Fd AI),IATI_[jry D. THE CONTROL FOR LAC.H MODE: SHAG L FEE: AE3 F CIL L OWE}s w=t 1_rry ° ENTERING WATER 1'EMF'Ekf1TUkE (301wt PRUPYLE:NE CAPACITY OF 831> ESTU/HOUR PER LINEAL I-GOT YEIR RAI ING AT I9(.IOF ' SL)LLITIC)N) WITH A 20-F TEMIPERATURE° DRUP UNL_ESAS, NOT AVERAGE WATER TE=MPERATURE, �0`'`F TEMPERATURE DROP, :/4"' Cf3PFyL=rt I. "ON" NODEs THEE M-7 11 & V UNIT FAN AND 1-Hr= h1--4 G'OL I F41FA) CHROME- F IN)E;H WITH CRYLST14t. HANIA-L AND 0­b OTHERWISE. TUbE (ANT) t: 3/4" X 2 I/r"" ALUMINUM F-I';N$.. f-t) F I IJE; P( P i001 . I•' I N:• _ E kkiNLl,T FfN SHALL RUN C'QN1"i NLII111SL Y. i EEF.. N(.t(jr>t 6 P M FLOW RE STR$1:TOR. KOHLE.R MII)DEL Nth. K-15i?bl. SHALL BE PERMANE-NTLY I:ON)FI) rl] 'FIJL3ES, 1 Rt7W t)f= rijEij 3. THF.RI+I17STAT SHALL PR{JVI1?1: A SIt PtF7E. Tt7 MC1I?ULfIt°F: Fi 2. F TL I. HEATING WATER SYSTEM WITH A 30% PROPYd FNE GLYI1,0L/70% i'--WAY HEAT"ING WATE=R EkIN1 ROL_ VALVE 10 MAIN I'AIN ...... ....... P5 �tFCJbJEk FITT,IfVt,S ('sLfITES) WATER SOLUTION. GLYCOL 'SHAL[, BE INDUSTRIAL_ QIJHI_ ITY 1•If:W1 Ct)VFR i WITH PRIME COAT FINISH, ICI INCHES HIGH, COVFP TO (•_IEr 18 SPACE; TEMPERATURE. SEE ALSO PARAGRPOH 1. 1)03. TR€1Ns3F-ER FLUID. GAUGE. FNCE_(]SURE- BRACKETS SPACED e=1 r NOT MORE 1 Hf+N FOUR 1=EE I WALL MOUNT PRESSURE BALANCED MIXING VALVE 1A I TH APART, AND MOUNTED IN AL.CA)RDANi-1 W I.I H MA#NLIF AC.Tt.tf'RE.R' S Rf i,HIIIMENDA- L. "OFF" MOUL I 1 HE N-7 FAN AND hi-4 FAN £rHr4Lt LIE- UFF �• M-Y HEALTH L:LUT3 EXf1AU!sT F]I,� IN-f_[N I 1 - ta, rJ -k:° - - r ti L.H Urf _ F'1 r4 J SFf M 1 HIE - ♦__CLUB ._-_..--._@_ ..A17.. � � T d UNS. I NCI_L I)t a CONhlE�C:T I NG STRIPS, SLIDE C RA)L 1 I GI �, L'ND AMID THl`c UT I L7 A i R r=- --R SHALL e, I N I f_GRAL. .I T CiPS AND GPM . HOWE R HEAD. R E C? S E DAM LF � ALL GLTJ..F_ AND RF_I UF(N WITH CRYSTAL HANDLE. AND CORNEk CAPS, AND CACCE'SS DOORS IN COVER F-Ok ALL VOLVIf ,. f11 k DAMPER c HALL OPEN. • I:N--i-INE FAN INCLUDJNG HOUSING. DIRECT DRIVE, CUII.Ir+1Cr }1ttt,6 Ff-W''ICIRY STERLING ""SENIOR" OR VULCAN, EMC°tASSE:Y EQUIVAALENT. ASSEMBLED Afvj] r='AI NTI_D AMCA TE=S rkErJ Ara1? PATE TJ. 5F3F2 Et41u V 1 BRA T CrJN MFG TYPE f"IQLE _ 1. 12$ M-9 iAKERY H09 D Ex1JAi1T FAN N- 1 SULATORS. FAN STATICALLY CALL.Y AND DYNAM I LALLY BALANCED. CHI-if-CITY 1 T Y OF- M-1� 1� CiE (r I L 'R _._ Kfit.E:R CLIRALAIS 1`51 E �, ? H__.-- _ 1,260 CFM A T l7. ,� S. P. AT 6200 A. S.L. , 1/3 HP, I c:IJ/G 1. P':NN A WPL..1 4W I TC:H IN l HE BAKERY RUOM S 401. L_ OPEN I HE PAKI` RY PILIf 114 7C:.--1 C), OR GRkENHE C`K, I L.U, ACME: EQUIVALENT. AGO GF RT I F T E:U GAS FIRED E4TMCISPHEk I C DRAFT W 1 1 H AN T WPU 1 RATING (IF SUPPLY AIR DUCT DAMPER AND START f HE HOOD E XHfil!'3'r IFAN Aml) fib (TANK-TYPE 1 J i AN D Ti YF FR WARRANTY. THE BOILER SHALL F - )yP L E t �WA I E CL_US=T F LCC}R MOUNTED, 4 7S, 0�0 R f HE M-/ H & V UN II T fJ TSI IF AIR DAMPER SHALL OPEN J T'11 I C7{r ., C� f T 7 1' M I ) f 1'A AK A N r M Er L H CLUB E: L AIR U I �; l' I # f (' C . ,#- H -_____ WITH STTA I NLE:E3S ,1 i^EF`L. EIURNE_ R� , L.kAF I 1 VF rRl"E f2, C.0;W V,)E_T 4 51 i 1. .. .,}+, _ ;:;: .._._._ ._ HC. FAN SHALL NOT START UNLE�a 7HE: M-7 N & V UNIT I!a 111 IN- ....... . - CONTROL, OPERATING I R= i^ I.V h - -- NA WtirER G)JARD SdFF#t_f .JET WiliEK TRC]'L_S, HIGH L.iMIT C1]hlTRJL, rrClNrrr7L, SAf=TTY I_I..IE. VA Ik r I WHI fE VITRE(]iJS CHl II JC,. WHf N 7F0E M- FAN,EzRY HC3C1D EXHFIUSI F-fN 1S _"FILM t:IFF fF1t CL1F F WITH TANK d fi R I MM l NGS, T 4 KF l J FRE VENIER )N- L_A E-F3 c F E L CASINGS, FACTORY A3SE M [ E_1 JI I Nf .E.I ENFM=L R PIPED TO FIUCh DRAIN, TF :k4L14=1iR AND F cME tCw T E t TI. t NG-+ M-7-_T f & V CU rS d DE AIR DAMPER SHALL C!_.36 F °T0 ITS MINIMUM ,. - _ _ - t� '� J. . J. T HOT 1r . i' r F A.` r Ft . EIC3LT CAPS, AND TRIP LEVER. TWO f- It_CC_ TlliL1:R WTIFI _ F5E f.i3 �#]f_VfAlIZ _D FINISH. C `�INL�. d . JLAT�.() I s[ijEa WITH .i/ + EXLI^EA0'ICL-R. LfIiC'HTNVAR C5•+7� QR rRfA1'rAK, 1.NLI:I?Yl�dl�C-'LAfa(�S LELJdVAI_Ef�li , IptJE�ITItIN c_tl:,: tISA• (FaE1J) . lHEr EXHIiU:,( F't;IF�f SItFaLL F{E: (II-F C•ENs1 1Ftr. .• .•.,••-^ ••'. OPI::N F ROOT PLASTIC: SEAT Et C UVFR. 1 NCH. MAT F ACF D, GLASS--F I TIER I N4'UL A•T I014. 3WD I EA NI Ft 1 F I M441, F-FAN", ROOM SUPPLY AIR DAMPER SHALL CLOSE TO ITS MINIMUM i-'t3:i 1 r[IJN W I FH FC WHEELS, STATICALLY AND DYNAMICALLY BALAtNC1:I) 4ND 1 V';I Et) M- l 4 GL YC:OIR FEt_D R eoY - ADJ) . KOHLf-.N F1h- 1 F P LIN)`1 ASSEMBLY. C41-014 J NOM PLATE FIN. LOPPER 7 UK C031 �, Wt I H GALVANIZED STEEL C:AGLNG ONO CA;T IRON OR COPPER TUBE' HL-.ADI_R. FHEVER ASSEMBLY TO HAVE STORAGE: DRUM CAPACITY OF `i0 GALLONS. i?9�-f3 TYt='� f�!J S�1fTl IVI). _ 1. 12 M-10 WALT_ HE:A1"EFt I"OHI..E-R HIGHLINE K-358fi-E Ht K-46.)0 FILTER SF'C:TION WITH F INCH THTCF: DISfOSiA11E_E• FII. TEPS WJ1ii 141t,1 PROVIDE LID, BRACED 73/4 INC14 OUTLET I.-OCATF13 3 INCHES f)lOV(= 80TO)M CONNECT T ON FL ONCE S. ADJUSTABLE V-BELT DR i VF HNi) f3UfAf;0 WITH M131'111114 m- TANK ANT) 3/4 INCH CiUTL. T WITH DRAIN VALVE AND H0,4: C ONWECI I(TN A ROOM THE:RMCJ{I I AT SHALL PROVIDE A SIGNAL. III OPEN (It? C LCJ,-A-- A U I'rF`+ OUTSIDE. CIF THE. A I Fd S TRF-AM. INSTALL_ AND SU:iFjf-NI) '4 HE UNIT ON `PRI Nf-1 NEAR BOTTOM OF rANK. PROVIDE A LOW WFA'rE=it ciyr -1)I=F: 'iWT`rl;ri To Saw L)F' I3•T t_c1Vf�.'�L?I'tY (r:l3+JPJi°ERTI:j}:') = _ _ - � - - 2-POSITION, e--WAY ,�4 VOLT CC3NIRL?E_ VFAI_V0= IN THi= H!L-`(ArINf WfA'rk.k VIBRATION ISt7I_A-rCIRS ANT) NECESSARY 1a1-11PPOkTING STRUCTURE. PUMP WHEN WATER ILEVE�L REACHES INC:HEE) (ADJU4}_lFIHLE ) FIir11VF OulI F-t SUPPLY PIPING. WH 11 E= VITREOUS C H l NA. rA'L_f'-R 1 M14I N6 C;OUN1 E U t C P _',,- SUPPLY F I TT I N(3 IN S rORAGi= DRUM. SWITCH GHAL 1_ At-SO LIGHT A RED UJ 1/4" X 17-1/4" OVAL LAVATORY. CHROME PLA TE•:R. to A_ ONSs l i:6 > CF'M 111 0. ES" J.. S. P% P I LJi•iF NING LIGHT GHT AT THE; TEMPERATURE CONTROL ROL PANI L WHi N {#C:t 1 Vf t'1 F I}. 1. 10 M-1.1_ UNIT HI,:i7'E_R C.IAF'+ACITIE=S. RATINGS AIJI`) LIMIIATI 14N(I�is, 1-1/4" 1 RAP, SUPPLY, AND WASTE F I 'I l I NCJS, 8200 FEET AL r I TUDL_, 1/3 HP, 1 ECP/'L:,6/1 MOTOR. HCA T IN13 CAPACITY III Q FAUCET HOLEF3 ON A" CENTERS. 90,MO PTU/t4QUR WHEN HIEATING 14$UVE CFM FROM -19C)F TO 810F WHInN FEEDER PUMP SHALL_ HE F117SITIVE DISPLACEMENT FRQrARY f3F_AR TYRE, ALL y A LINIT MOUNTED THERMOSTAT SHALL CYCLE: THE LINI T HIEATF;'k F-AN 10 cr Ulll_IZTN13 t;tr;I°F ENTERING WATER, PO'7F TF-:I'll"FRArUoE I;,RCIp. 4 RIJW BRONZE= CONSTRUCTION, HOILT IN RELJE:F VALVE° AND /8 LNC:H PIPE: MAINTAIN SPACE TEMPERATURE'. 0 0 MF=G._ :TYPE NkJ. ICC)IL. WATER PRESSUPF DROP 1HROUGH COIL £i FFA.T WATER MfIXII+I(JI01. CONNECTION. CAPACITY OF 1. 5 GPM AT 1f){l PSI, 1'7C.� RPM, 1/,3 i,,ip, KOHLER I='E'NN I NGT13h7 III,-:'L`a'-, AIWA PRI:S'SURI_ DROP ACROSS COIL 0. I S I NC:HE:S WO FE R MAXIMUM.I M'UM. M A.J(id I t�/fii'I11. t)E�WJ(DORF'E R MODEL #3'�91 RMV4,F. 1. 1 1 M--I F4AEiEf! T#R RFIU:I Ci'T 1 ON _ _ .. _ 0 AIRS 36 EtHW-4 OR McG'UCAY, INTERNATIONAL f.G!UIVAi_EN7. '- ' PROVIDF START/STi�P PRIES-SURE SWITCH FOR F*ACH PUMP E ONTROI.. STARE, . F�_E 1 )iNC5" '' - - C) I If[111 -fHw l,tai#1`. 1 a,r C,Ff(1! I r. f1 �,t f,I,Jf,1 'I r I f 1t,F i w r Ir! I a f t°•.1 a-" f1 I ItF u FiJaQ I A�17 CE I!L.INl3 N'FA;O�I�;-I.� � F='UMlrtr F=F1 IS I=1fi;I!�'i7C)F' Fwt.11�lF" AT :_'b Fr"Ei I , F'tlriNt"•+C'L= r+i(JDEL E,�.jLJrit}. '-t-'f.TtS 1 11I.,N, �a •WCi y tiEF#I 1 i�,I, I�It I 1 EFt I-Iltd I t;IJt_ V,4I.',�1- i11 f'1FI l r^j I FI r,Iv PCIt A!:;HI.F3 CHROME. F )NISH W11H C:RYSIOL. HANIX.E L:Nt1 I `IPPCE: 14-'MPE_RPTLikF_. GPM FLOW RL-:SrRICFOR. KOHLER MODE'sL. NO. K-15e4t. TW_ RFLCE;SED C:EIL.)NG PANEL :,Hf"ILL OF CONSTRUCTED C"IF A 24 C:sHUTA: CONTRACTOR SHALL FIX THE HEATING WATER SYSTEM AND 3/4 OF FHE. CC GAI-VFAN I ZTED STE=EL BACK OVER1_f-11=PING AND R E VE rI-.-o To fA Ois 6nu,il- STOkAbF DRUM WITH A M I X I WIRIE (IF PROPYLENE GL YLCIL/WA1 VR <411 L IT I CIN. 1. 1;c' M--13 F"C1TJl® Fx(JIl.Ek F`$ 7UIa/' F t WEk GAL_VONI ZE:I) STET.I. F RON1 . THE: PANEL HEfAT I N13 F:L E MF:NT SA-4AL.L H V F A PROPYI.D 4 E GL'rCUL SHALL BE iitlwlr e'�I_I:aT INd}/Jla E TtI►",k L?Uk l T i HEA f 01 44=,- 1 CAREI(3N (CaRAPH f TE) F LEEMtEtJT, NO R1-9IS'r#ANi;f= b#I NF'";. (HE Sf 1RF-At,f; 4=F tR Ft DI IJ. OPERATE FROM SELL` >"CI+IT fA 1 t r CC)Id I F.UI F F#CJV I I r WA#t l WHJIL. E_NAMLL F'IEtURGLASS, 5`-0 F:IA1H 14I°fH IN1Flbl(AIL 91-11 ALL BE A MI_Jl-1,1--f'ACE:TED CRYS1'fALLINI-: 1YPE: WHICH WIL.L. I)FM(JNf)rRfl'If r BOILER OFF TO - I rJ : + 4; ' )- UN-(7F F SWITCH. STORAGE SHELVE'-3. -• T Y r_IF-' I'>, 7r? WATTS PER •aQi.+CARE: Fr+nT Il r A i:,E`;,T tANC�l UI" S t C M-15 w•{�,fA"F,�NE3 WATER r'l1Mt_' ESHHLVEf,, ;: P TFZFAh' W$TH L,r_L:Ar3[3LtT. kEF ER- A WATT DF-hlyi- ENL;E" PLANS FOR APPL.ICARLEi OUTLET. FEET DOWN F RCIM/ THE-. CENTER OF 1H[- PANE)'­ THE F41 i F:Ta INPUT E0401_11 HF 1 . 13 M­34 C-iL.YC,Uft FEEDER 62. 5 WATTS GO. P T. WITH AN AVERP SE SURFACE 7F.h9M'r_-RATUkt:. or Nw M1)ftf_ 15 LJF'M• AT 13' FT HFAV, 1/6 HP, 11 lf,t,/1 . E4R13 FAR CPR 'I AC 0, 6HJNUF16 -` RIGHT L. t: , TROT 16:�''F. THE; PCINE=L VCILTAC+Ia SHALL, BE 1c'Q/60/1, i°:"CI 14(4115 FINE) f-i FUUIVALEENT. MI_0 1YPt' U(J_-fkE -1 td,L�Y.I,�..1 LOW VOL.TA13F THERMOSTAT WITH Rf L.AYS. THE PANEL S3POAL.L. C.Oh1E W( 114 REFER TO MF_'CHAIl11:F11. Et�IJ.[PME NT 3CHI=DI.11_E:. KOHLER VILI-i)GER R--715 N 716 NOT LESS THAN A 1E.N YEAR WARkANTY. AZILU ARE_--P&'48 A141) Al*-4. +W 0 1. 14 M-1`i HF Al �fRl( F11 E_fR PUMP F I 1 I I NUS (FOR T 01-tS R Cif-OWE RS) • RFCOi`Ih/FCC EXISTING CONTROLS. WALL MOUNT TUB SPOUT WITH DiVFRTE R. PkrS`;sURI: 1401. CEN_rRIFUGAL_ FC FAIN IN SOUND INSULA7E:r) CABINET W) rH NIhOPltI4r°- ANC k1) 1LIH/SHOWER MI A ING VALVE: AND SHOWER HI:A1.r• BACK'DRAFT DAMPER WITH 6514 FREE AREA GRILLE AND 1 15/'60)/1 Mt.)fOR CHROME FINISH WITH GRYST'AL HANDLES. M UN I F D IN RUPBF.R MOUN1 I NGE . 44-0 114 M fe s. ;S`," ,`f►I'r I C. fbkF bSLIkF- III SEQUENCE OF CONTROL, 8200 FL:E f A. f3. 1_. AMCA RATED, 4010 WATTS. 1 15/f 0/1. GIEIW+I Yf=wl-rYtt j MF'G f+IQI)kG 7•Yf°'E /-101TDA OR 16L, ACME OR C•3RIFENHE_0•; FOUIVAL-ENI. Kf)HL_ER K--15104 t:17RA1.(S1I1; 1. 01 s>'?- �XH�us� r"f�n�' GRILLE REGISTER & DIFFUSER SCHEDULE FL t SINK HFIKE V ENAMEi GLASS FIBE:k INSULA-IFA) C'AbIN{:"I , C'ui CIR T1_t LSE SFL.EF'it-E) IN-rEkL..CIC;K THE M-I C XHAUST FAN TO RUN WITH THE M" UIdJ1. WHfA4 � NY THE ARCHITECT. VERTICAL MODE_ '3 TO H"VF: 16 I.3FAI_ *k- 1 RONr PANLA... THE � E:xH1?USf FAN SF+ALL E+I_ (]► I' faNU [sR';T IFt-11J I)itAIN WITFI ACi[) RE:E+ISTINt1 F:NC4MEL E2CI11Y, 1/r`" HORIZONTAL MC)VELS 1Cf FtAV# !Q UALIC,E VkUN7 PANEL. UNI�I I(I HAVI- THE PI-g UNIT IS O F. M- 1"HF=- MOTORIZED EXHAUST LAIR DAMPER SkHALL Df CL-06J-D. GRnTE AND poi rum OUTLET. ZURN ZN--I810 OR .JUSAM, ACCESS DOORS TO VALVE54 UNITS MADE WITH REMOVABLE I=I;iyNTS F-Aj;TLhlf-D !-;MIiH,, W"11f: FC:UIVALE:NT. 13Y CAM--LUCKS CtR SIMILi#k lltl NCjT kECdUIRE ACCESf, I)C1C1Ft` tfLfr�sa-1 ]IIt_k MFG. * uj 1.02 _=ji _t 1�IF? j R UNIT (F I TNF'3a TfiRE3WAWAY TYPE FII_Tl_FiEi. 3 SPEED, 115lFr+,)/1 PERMANENT Sr-'I_I•r t:IAr-'fil.�•- -- °. °.... - - SYMBOL TYPE SERVICE PATTERN MATERIAL ACCESSORIES N0. REMARKS 1 C 1 C'I WH I�L�!>�{7t� 1�f�:Tf•i I'FJ t MOTOR WITH TF E+EA k I NG5 AN) U I t. RFSF RVU3 RE;. F CjHWi4(dJ LURV+-f , A. PROVIDE OUTSIDE AND E XHAU,I Alf( MO TOR 1:'t 1J C ON i ROL 0 Lu DWOT M01-DED THRMO PI_olST11_ FAN WHEELS. WAI_l MOUNTEl) H :ATEt: chl rc Benchmark Aaza,Suite Y I I f 0 6 307 I'D Sax 5740,Avon,Colorado 8W n-949-119?,i-8o W-3259 r r{ �i FAX-,W949-1959 s A.O C%,Pf'''I M-5c 4.0 CWH R 3 T >✓L-0012- HvAG LJI`�I r 5LJITr G SUITE � SiJI"rE ,A � F__C 2.Ca GrfPH « 2Fc:::�,w�'M �Y Fc-2-�Gpm r HWR 2WI� - W 'I W 11/4 1 1 11�q 1 n A u-r e_1 I`-I A.7 r C a R ••L r`1 T � � « • �' 7 rr �rr } r� '� • � rl • 2 z /2 --- 1_A N r r� GF'M ,Y CAP ExaST f�il 'TEE �� I r4 p r !%q 1 ° 314 - __. _�._ } - - _l.._..—. -- 5TH F L K. 04 _ _. _— *4 ✓" V'411 r 4 • 4 # 4 V4 .w 1 u • it I Y. 7 0 FT 8.OFT 6- .5 FT a. S FT a 5 FT �. A FT 7 C FT s "7.C., , T � ° r ` 5. � � �, FT 7.C-) r r ly 5 �'� - — — Y -� 9 4TH F L it !Y4 I I w N � CAfArNET UNIT I HFvaTe!R Y P C Z " ? T O 4 -r w r L OR . 1 "' w M Y T TYPICAL I�t V4 ,, _ ,,; 2 1,40 F . IBC 1 X71 i•IG, HEA'r"FR R T .r G . FT 4 ,0 tOT 4 .nI✓T 4 . FT �T � 1=r ea 0P► T w G �� T q r �T. 4 .0 FT 4 � r=� 4 c. FT. , 4 ,oFT �_ �-T 1/q - -- - �--t_- - N I1✓ N Yr. 15T L R HVAC uwr rjuA_,,PF NPFE C) -. 14 UJ 1=$WW1 K.IT6HE!W 0 t :,7 FLnaR 2apAL1p��1CF "fib T 1., 5 F T- & .0 FT e 0 F T 9 ,0 I~T F T' 10 a F T T Ham! I HW�a - - 1 M- M-E4 M-2 M-7 M- SIA 'a.3Grf'M M-IQ M-10 1.1 GFH 2.3Gl``H IJ.P64PH q.ocai= r " I. I G1°I``1 Ffk, TUO)F F2,API Tr C '. 'aQ� GPM GPM q I f P�+r•,s�EMENT 9� « GENERAL NOTE& I�IWIZ F I�rt- � � 11; IJp_a, T !._ ��PF_r.1. I, A11 ductwork, diffusers and equipment shown can this plan is existing except as ,y noted or shown as heavy line weight. �! Z14 All removed piping, ductwork and equip-- ' ment to be disposed of by contractor unless noted t71•herwise. f N Existing pipes, ductwork and equipment to be removed are shown hatched. z L> New ductwork and equipment is indicated W by heavy line weight. Inasmuch as design for remodel and/or W rehabilitation requires that a certain assumptions be made regarding existing r_or,d i t ions, and because some of these assr (r,ptinns cannot be vc-ri f ied without destroying otherwise adequate or serv- iceable portions of the building, the ING Z-160--is En sneer, cannot assure the Owner ar the Cori tractot- that the professional can- f-1� �� G �L l� �- ��\ I ( C.� if �1-i� f �1�1 I � I`*II�G�I I._Ir.)PL,K CLOLJOED sulting services herein encompass all CALi contingencies. Field coordination during construction is imperdlive. Contractors bidding this wor-1, must make reasonable allowances for unseen conditions. � � Op At t�1 f C t� a ti MechanicallEfectrical YOH 18 iu Benchmark Agra.Suite 307 ` PQ Box 5740,Avon,Colorado 81520 303-949-1191.1-800.332.3259 FAX 303�949LI959 a s • rp -r" F.P. F .. IY2" F d 4`rH Z" > 2V2 lj► F 'J M 1.2 Fr3R• Co W Y. V a • • J 3 KEFEK TD 5HEF-T-- r,J'J i r12. I FOP- C©NT Lav J 1 . IIA-rGa-1'E;�? L eJ ► J�'3 POIZ ,1,��.. �C A V • ri 11 • f F'IF..Q.w✓� LItiF WORK 3 P�P ��� � WASTE & VENT RISER > NO SCALE e>00 (A � WASTE & VENT RISER NO SCALE � r1 LOeoi—y WASTE & VENT RISER —J O 3 NO SCALE W � Q 06 2 0 wC) J ,Y L4til' , Sk is a r-- ExIST 4" r-IT > ZI > ' ) C *A fir✓ r�►J. C 8'\J E 'T �To Esc 44M F- 'R W +2.iSE(z- ,v X ,F ,r ` 3 ' . ell 2 t�ot�rJ Lc�E'srb7 �E1�Ir�G ? tP it p WASTE & VENT RISER , WASTE & VENT RISER p WASTE & VENT RISER rfn"N% WASTE & VENT RISER � 7 NO SCALE NO SCALE NO SCALE 4 NO SCALE M382 72B29e MECHANICALLEGEND ARE NOTIjNECESSARILY1fUSEDCN LEGEND � � � • N() -- IXIMEST1C COLD :PATER FLOW SWITCH -k� H'EA?Ir�JC.� .T t. 'LlMf COVES - TOP OF CS JAS W ��.,�.-�, �-�-- S� + �• �RASS LNOUIIJG DcIkIIraTIe I[uT w,tTll natrn '1nr �� 1�'EPL.ACE EEX1S'F: ICITci-IErJ ID 81E FLUSH W/ TOP OF FLOOR LINE OUNTC K D '-140^ DOMESTIC HOT CIRCULATING(TEMP. ESNfawx) Y--p1 WALL AD'RANTER s_+ ��y�`� • rr �� FL OR. l�py,�r ]IOT WATER CIRCULATING VyµF•I• 4YALL HYDRANT '� " 1'•'I1.,A rI I-JCm L JA''elW_ JOUMf FINISHED Vf�1U�. ^^-HW$— :]EATING WATER SUPPLY HI31I HOSE ■IBB ;Z" t.J ATEaZ I"I E"T ( d ' ' •'. IG SQUARE CONC. PMO , --{a c*— PIPE DROP, PIPE RISE t' .': : i, ' . , ' :e `. �'`a . —}�WR— HEATING WATER RETURN TROWEL SMOOTH AND EDGE. —SMS— SNOWMELT SUPPLY ter- CONCENTRIC REDUCER 7�` 1/0 CA.BENDS ALANCE OF PIPING —SMR— SNOIYMELT RETURN C PIPE CAP as 1`X[671 NG V 6TA-rON SAME AS CLEANOUT 1/8 C.I. BEND. —SPS— SPA SUPPLY 11 HORIZONTAL CLEANOUT TO GRADE. —SPR SPA RETURN �� VERTICAL CLEANOUT Cft r C.1. WASTE LINE.LENGTH —CHS— CHILLED WATER SUPPLY �Ol�• ROOF DRAIN FLOOR CLEANOUT (FQO) TO SUIT. —CHR— CHILLED WATER RL-rURN FSM FLOOR SFNK �� j - rcl�'TIrJG 1-1F.o.'1'll`ICI PL7Ml LE ANOUT NOT TO LOCATED IN —CS - CONDENSER SUPPLY FDQ FLOOR DRAIN Maw �PA►J�IC�t�I jAo�tJK [E.) -� Ir�TAU� 1-,Itr..1 REE f'2E=�a. CARPETED AREA. WASTE LINE. —CR CONDENSER RETURN SIAMESE CONNECTION CONDENSATE DRAIx BAG�K•1°t..G3I.�1 PF�.>=�JGS Ea",1'rtE�L V FIRE HYDRANT Imb OCCURS BEND IF CLEANOUT FAA CCURS AT END OF LINE. —PC PUMPED CONDENSATE FIRE ALARM --- --�- - r--- ___ _ CLEANOUT .�o GRADE icoT�� —HPS HIGH PRESSURE STERN SUPPLY Q THERMOSTAT • --HPR HIGH PRESSURE STEAM RETURN IIUI]I DI STAT °-- I _.,.. A _ j-- —LPS LOW PRESSURE STEihM SUPPLY CONTROL. SWITCH s ---- .`z.�.... —LPR LOW PRESSURE STEAM RETURN AP(\ ACCESS PANEL IN WALL r —RS REFRIGERANT SUCTION APO ACCESS PANEL • H�, + Gt- I u r0 —RL REFRIGL'RANT L;QUID � I�IIIE DAMPER i tl I ^'� { � REFRIGERANT DISCHARGE q CLEANOUT DETAILS --�� GLYCOL FEED FLEXIBLE CONNECTION ZlL f U� E I I L� - i -� II - (I e� (� I I N —FOV— FUEL OIL VENT r DUCT SIZES ARE NET INSIDE DIMENSIONS i • 4T �' FUEL OIL FILL t2 FIRST NUMBER IS SIZE OF SURFACE • � i I 4- . _. -_- ---.I .. -.� �.._ 1�OII�EI� � I-IEfi•t POP �� SHOWN (ROUND/RECTANGULAR) � JI� _LPG— LIQUIFED PROPANE GAS SECTION TlIRU SUPPLY DUCT /.z Gl„J U P (Ir —; i ) ►' cl 2---- Ei�tc"A51, � N O SCALE A L E C SECT SECTION THR1 RETURN EXHAUST OR _ - 1 LJN T HEATED JEE --�a NATURAL GAS r '' II ]� 1 � �y —M G MEDIUM PRESSURE NATURAL GAS OUTSIDE AIR INTAKE DUCT • .1• ("IWfJ� I"•1�L.�]T�, l.�I� ��„� �'L H�� r � '+.^-- �~: ..:. .__' - � --_'- --- .! I ("1,�'T'AIL_fl�}. rh°}IrJ JI`IE�Ty" 1 I )J —F FIRE LIMP, e ' --.- � j---#'-t T, , f�l .... ) ..-____.�..v.__-- _ r••" ~`�' J f(DRY}� UEtY Pi PE 1'I6tE L]NL TURNING VALVES 51101YN IN 90 ELD01Y - 1 � Ip+r°6` . II/Q� HLJC LAP (�� I' �`/ ! r � t:d �� - Y €xT 1O A A —V WENT AST VEN Ar - O b - A k ' * W'•"'^� WASTE F CEILING DIFFUSER; THROW PATERN 2 F L.11 �F_) °', EXISTING C�OME571G HbT — _-- ^ I —(�W GREASE ]PAST:: INDICATED BY ARROWS - - 1 It GI I,JATEZ PECle LJLATING �/ �, ey ( 11a.tGOY[R —S7� STORM DRAIN -- CEILING RETURN OR EXHAUST REGISTER ., d 4r. I - - -- PL1I""I'P1"J ' AND !G)RE1r �s —SS SANITARY SEWER d�✓ T MCP PI5©tV— f 4 �I�� '�y 'G�AT10t_.I —A COMPRESSED AIR I RETURN dR EXHAUST REGISTER �G- pTL_ - --rr-III E��'r WALL i �TU1?1,! • f rti +�— ---6:1— FLOW INDICATOR F� SUPPLY REGISTER Al - PLUOOEO ICE */ CLEANOUT 'i } �— GATE VALVE Gc1NDUST'ION AIR dR OUTSIDE AIR YZ GA-6 UP TO LAUN `('�) 5LJFF�LY � sl E INTAKE LOUVER 1 7'IfNG t r-�T�L F�JIL { ft y�] �^ f • EXHAUST LOUVER NE" I�IT IF�ICE F"Wf'l I>7IL� __ —{j{} CREME VALVE `� ` - _ _-__ __ CHECK VALVE � SIZ`- _rO *:POOL. �'Ll 1 f=M ENT .>f" r I w _ —(�.J-! FLOW CONTROL VALVE •+��� DOOR TRANSFER GRILLE � F"IQVE BX I ST I lN(3 - PLUG OR BALANCING VALVE ►-HAT F_XC HANGF_IC COti,JI I �2 I•�"4 CLJ LIP■��-10 Z EXI5TING 5L.1r1P PU "11� � � AIR EXTRACTOR/DUCT CAP - �- BALL OR BUTTERFLY YALY1; I�1P_W "T�JI°� "�j :~X15'1`- L.ALJNt:;<r �I'�K (P-) _ -- - — / OPPOSED BLADE DAMPER (O.D.D.)/ � � �/� p� .PLUG VALVE IN RISER TFI: yr-- fl L�1' TO � .� FLa� LINE I�v�-� °-1 J- GLOBE OR GATE VALVE: IN RISER SINGLE BLADE DAMPER (S.B.D.) �- ' °�_� w -- DRAIN VALVE IY;TII HOSE END SECTION TRRU ROUND DUCT OR FLUE EX 1571 NCB I~L_LJE- - _y STRAINER IYITI{ BLOW OFF •VALVE RISER — —� —i��r LINE FLOW DIRECTION CULL-IGAN �--IA7E �' SHEET CTION CUT LETTER �r / , - I/Hy L�E� :0N I=r_T TO 4�+ r p p �,, J .�y� • TEMPERATURE CUNTROL YALVC - 3/Orr G� u S E) ¢ yam, �I p II I�EEK, Ir Po\ 1 PE_- G�NI: `i 54 K. a . r / LINE I-CO 1 LAUN�� �� r� l �/pG •� AtJ rJ� . • • �• •' der— PRESSURE REDUCING VALVE POINT OF NEW CONNECTION SAFETY RELIEF VALVE F.P. �aYSTEM va C. I. SEND . *� AIR VENT �+ -- ,, ABBREVIATIONS PRESSURE/TEMPERATURE l.HA7'URli TAI �1 / BALANCE OF PIPING SAYE CABINET UNIT PRESSURE GAUGI. WITH PIG TAIL 4 COCK AFF ABOVE FINISHED FLOUR OSA OUTSIDE AIR AS CLEANOUT TO ORADE. �— TIIERMOMI:TER VTR VENT LE ROOF CA CNMBUSTITN Atli �1Or�Y�AC7®�L �HAL-L� 7Eo - � 4r IE INVERT DA ORUEN itov e VACUUM BREAKER {E INYHNT ELriVATI0N3 OAE OR APPROVED PIPU E r-fTl t2 t-II�.A ri t�1G, 1.�Ali-E f� 7'�a"r!~I"1• WALL C HEATER PIPING D E T_ -- 3 PIPE GUI)E FCO FIJ)ORCCLEANOUT EISTINLhItT EXISTING COTG CLEANOUT TO GRADE NIG NOT IN CONTRACT MECHANICAL ROOM PLAN �... �� PIPS R%PANSION JOINT _ ac —rte— FLEXIBLE CONNICCTOR SCALE` 1/4":1,-Q1 O DETAIL N O SCALE .•1l,-- PIPS UNION ' z NO SCALE F' �J - 0 W �. -F R UPFEED APPLICATIONS-- 0 V11a1l � -TE.�,P 7AP T�r� I�e���- TIYM� T T'I'P c±RCU IT - O ` ITT�K �ws O ' Retaining Angle Z-42"7eCE lL_ C0NTrk0L U j 9! I0LjTr_0L VA.LV `ti/A..,L_VI-- /I L7 E RN6T E ROU7l NG d. w MAN UOL at K uC-7•IT LOC/' �ION CC mall ITT »aTE FOB ta►�1= EI�o CONNECTIONS _ �T 1.1 t E'_ETU C Closure �� � P L-. I�I H�I�uhL �1R v�r�IT� W 'Ct Sleeve �u Y CONTROL V6LVE tW11CI-I POINTS IN _ ENCLOtUR"E L Na�Oa ��� PLAIJ9 ♦ � Detail Dort w�-rah. � LJi�P1�Y J Ia5: 4rrLIC LE ) Ik G ASSF_rAt�L.l' OUT — — — — — -- MOt,�IT I Y�lc, I-1 ►4NT AIK T2FEAM /'\ V �,,� y. r trf, �Qui r. U057 J U 1 0 Damper - J TI-IftU FLOG& (IN 1N/SLL) Frame CaN7. I°I^R i°LAN cot47. r°tfZ I° wn 15F?EAK A W A'-J OUC-T• tiN �Y« ZONE HEATING' or ZONE HEATING � CCOIL ASS ' Y COOLING COIL ASS s Y BASEBOARD RADIATION DETAIL SIR no nooledn uw W Oper"n be Lined Recommended Minimum Sleeve Thickness N Q SCALE .ik Fan fl.Wew . Moreno!aRAWV NO SCALE NO SCALE Uj Eeval b thM on Aran ,:. the wr G /�'� e+.«. DUCT 0114ENSION illnln um Si.­.Th c4nr..' W tin dfirtuln m.11h. e1..r6 U-41.d C-4d - - - - - -- - - - - Con'"000 Type of[enn..,len Xt.npu,.r 41".010n) 0.94 St..1 st..1 <... � r '`, NUTS: Dt IS► L-E5� THAtJ Cox Breakaway 12"down 76, Ate" w000 stub 2) 13•"•30" 24 .024•" Y .Ir''IUICATr% W,& l'.,J/T�t�.rl PEE �W 1 T(.H TO TV Sp�J f'1 K t_I! da1d�1+�.t.ltlk,a 31'"•'�4" 22 o30" -+4r+�rl, 1 I f9 y SY�rEr1 f, 0 1-0115T IN rlTTING Ss^•a4"' 20 .0361, �Q ��SIl(2E CRUCES tJ W/ r-1AN. Dr1PR, I I'1AN6DLE 4. LOCK vp 4 S O4 T.. 6G1.1. pl�l(� IS T-UR1�INC-A 1/ANES CHECK VALYS N LfT MSTAL STUD - - •11pn..0 We"i,e.ckn n 1 ano nO E.1t.,pun du:/e.ae.r aW 1paNWeMay*AhW a.d try a r. Wo W■u,haary ("r LA By V .Slendarrdda5555 all ducts ere rewired to ler�nnale at sleevas Ord ka neS.Sleeve thickness is 1 t�� �I �L�yQ� Ftr wNl`1E+�..1. a'Qr F contingent Dn 1 f ConnetlE4r1.Aq U.L.listed rS a4a have rnatdrrnrm dimensions associated wdh � � C0I`'I17 ©ri PLCXJ9- T� 10 >A the Iasi rating. f V�.tr�JE Ps P / + s( C CJD i f PLAN SHEr=T M- I ry 1~ ) p � C ` t .. Zrr I�r1 � � •� /�, , I [� TU 2¢ Df 1 AI I2 FLOW I.JORr"1 DRIVE I vl= � � � 2 a...r.. ': rJ Ei THE) elvrAIL_ Is �0F_:1;2_lc IrJ NACRE �i zulu� III �Uryr-ieL, TYP. p °► ,•T > It i5 1r-ITe JtDEO -r0 C014E ZX ALL CASES __ Z eQDS 25"ra VQ 0 r �GOICAM Orl MASOMY C : D HPEZ .1b-rALLA7r10r-- . �w 1�E- PIPE rc r- a�>�� Y a �,I R FlD SS CLAI '1P Q A �: � u E.>...IT+E.x. "A-7b -6-grog, f7rovfm t s ET scKj:-W FE (D LX UCT �rAtNM � SW I'tt�b. I WHEN LISIEC) Sf'I-ITTEIZ DMPR. FIRE, [CAMPER INSTALLATION DETAIL � pI TES o'Ai L- 5,4-MIE -r P A.I H .YA.LVE I PI PE Tt �J ITHOIIT SP4fr1"Ef� DP P rc, M3al No SCALE Y-- FLr 2 � N. ROUND DUCT DST SPLIT DETAIL, TAKE-OFF FIRE ENTRY STATION NO SCALE NO SCALE NO SCALE e Benchmark ll El acttical 07 Y8 0 f H di I PO Box 5740,Avon,Colorado 81&70 j foffiftl iif C8is01f210,!it FAX seam Ila 6 ok B) t " w 5. ��aw..rwwwrrunrwwww�wwwwwwww� �� w� f — E.XIe7ING r .�, 5"v aN v K. 5 Pi 0— V2' V ON I � Y l I "V C)N _ _ I ._._.--.� I�..V DN —Z LJ UNq V� '' I e I a ./ f — 3 V e_ � s 2 1' 3"W ON UJ I ,, �✓ I N I 27 -2" Z i >s ON I I 06 SMITE C SUITE B Z4 ' I cc I r -Y � r � I I I P10 Z" grow D z Uj Uj FLAG NOTES $. GENERAL Nj2TES I, All ductwork, diffusers and equipment `�, Coordinate archi.tec_tural, structural , -ro !6HS5_r "Z.Z Prr shown on this plan is existing except as mechanical , electrical and inter for � ? noted or shown as heavy line weight. design drawings, piping, ductwork, equipment, etc. prior to, installation. All removed piping, ductwork: and equip- LIl5 PIPINCW MP-1-OL.i eAIsc-Q ment to be disposed of by contractor Inasmuch as design for remodel and/or rLoGe� T` rk-_-- L, unless noted othi-rwise. rehabilitation requires that a certaih ' assumptions be made regarding existing �. ( Existing pipes, - ductwork and equipment conditions, and because some of these Q to be removed are shown hatched. assumptions cannot be verified without ' destroying otherwise adequate or sere- ID > New ductwork and equipment is indicated iceable portions of the building, the d C W ' y heavy line weight. Engineer- cannot assure the Owner or the r` l Contractor that the ,fessional con- ` - ffset piping, ductwork, etc . as neces- suiting services her^viiM; .encompass all >> 2 sary to accommodate structure, beams, contingencies. Field c��-,dination during ©O Cx 0 columns and existing equipment. construction is imperative. Contractors bidding this work must make reasonable All w e;':isting support rods and straps now allowances for unseen conditions. supporting dur_-ts, ,pipes, air tubing, electrical conduit, etc . that are re- moved to allow room for installation of FIFTH LEVEL PLUMBING PLAN 'U.nevi eguipment shall be relocated and re irrst;es11 ed. SCALE 1f4":1'-0" Q • z 7 Field verify location of all existing. piping , equipment, ductwork, etc. Refer to architectural drawings for - dimensions. i�H � mow. .. .. :r a. / r t n > .0 r. tpf. Sf:. E:. I �..� t+G, :F. v.G�rY!�1+b1�.n4i.":.WW..WRa'! lCSh=f.0 F2'i3:�'4' 5 'A&'- ._ - i4t. 'V^:s:�d .•..+f..fii!'r..-:.'.y < a. .. ,. aw .. Y,.T .. <. v -S4.k` „*a$. .% %v, ....!d1 ....,.,r , .....:: ..., h :vX.. _..... .t...:.. � .J?741. %.. ._.. _" .s.M'�4.,. ... ...%1.�.X7tsr ."'�''MAR?�:f++HL..>d5W'"• .�..-�::�.CAE ✓�'4 iN' lS�-. -..... '{?y#'yp}`,... - ..'�'k�1a>�"�t#:F.S:Cfi.3.4S.....,..✓j.....r..ae`m�.�h,'ti'%.......,,..,.t..a.N.14'b+�.:....�ko`.%X,�.,'..4.,ld.is. :d!.b!'Sg ,w6...�AF'G?�-iwv l..+t;...a7Fafx4Yx�7',N-..'k .....iub'94.?..+`sA'�w'.:rv••'k`"u...°3'.+SXK L...$.<�6.'nc.. - - .w"..lW'�. 'SF.'f�.4:+ .�C1'Y'.}�..2niR.he+�'rtdE.Rw4Bitw .. ...+bi1.A.. e.._ k`.i. 7e'Lk.: .,r.: !,?�A9'i'Y�sl./�Yik' Big :Y .�'Kl �', '4� .. Y MechanicallFlectrical Benchmark Plata,Suite 307 YODIR61P0 Box 5740,Avon,Colorado 81620 8 �r�� l�aAj�, 3039491f9f•1"332,3259 32'3259 Q�$��T � ii FAX 3M3949-f959 °K h rtO �H j. M I,3 Fc>r PIP!rJc_l J F?'UI r-OM Er-J't' ICJ TH I ? HOSPO"ITALIT'y' I ST Ut"'OVEL 14" UJ ,t\ I G' r M r-I r.J r: o trJ r-I f c; �• _ C ►.�ICI. I �4 TO EX T l+&r 4" II W 'SrAcK H" Lip, r .� AL — I I 3/4' _. _. .... ..� r / I G r^•1 � H�.� tJ r' II w 10 ��-t:K 7® �F- H 1.f� u t J'1 QU1Pr�lEY :5II t04 leI`3rGft. MGM Uj '�. EX I�"�I f�•1C7 RI�1=K� 7 a a No pr E' THE H Awa'r'e API NU ra,9H . OFF e�WITtl ._ T ,Y. I 1 rr TYPICAL N JAS M2m2 r amain L T T4.1- H" � .TM .,Y. 4TH LEVEL PLUMBING PLAN, Q SCALE 118r.1 .. .. ... .. .. . .... . - . -• o-. - �- ..... - -,. ,. ...,�_•. --^ ....., .. _ v R4K. :�i`r x t�. ,n'Ae! ..... '..k ...+7i.- .:AL' >'F iS"H?'-u_ fH'::M1W'�'MF7 ., o -.,-- � ... >- .w. ..:s.o-s. x ,. .Cu. :. a.. .x ... v,.�. .. a ,,� .. swam.-.. - ...-.,xi, -.. .szxaa •. :x� ae'.:ra:4+b...c?r; � .. ...9. -. aast.'+:tM::t�xv�*. ��.:ksWMiidv�:<:. �AIOKAa' '�1 .. kS+N...u` .z..:....a,•. .. ,s.5nr<->� ei:V'?-'vas'ai.R nw� �'�YF"'.:. .'a`YaL.trwFwoK:F+i .s599tl�.r�i�. j *chan,catlPectricat Benchmark Ptaaa.Suite rad P'0 84x 5740.Avon►Coiorado 81620 � FAX 316-949.1959 332 3x'S9 w 1 M -7 � FLGADC 0 AIN P_4AEt,_0L4 t;'V�GK a M f I I " i z ..,...-..,..�.,,..._..9.-.«.........,�.__..»,._-.-=.-ate�_...�........�. .-......�-,..d g 4 1 t t�AK IC F 515-LCI W ICAI gt-ref- 7o x.14 V izr:;et2 _ V L.ATP0fZM , C7,2� Fb. rr--C - TIN(w LU 'r© cI¢j�rll�a +CtrGHE�V ? P _ ~~T I �-- ,-�L � _ 1 ___.. _ _ -- I LA hI NW-- y + 'CEHAV61LITATE5 ARl© INS`rALI.- _— 01 1 11 1J " IsX15YIW� l..•tAT5te Gt_GS `"r F1eC>M FV, Fr2, Z r r ,� I�tt'l'.IILL. FILL Wf �� ' I�CJI�P�Y LEVEL,yT'YI? I 1F_ I�� f.J t°flr.i 1 1 I I�. f21�1�3Z #ZOt.K �- I _ r EITNEa ! ,. ' P2 t1 °'- t V. ixTf�l" c'W r✓�uN r!U;4N TO rI �H. 900"- -7 N .r _ i y p iI l II - r� I i rax I TING I �"lE) e>Arn TG 'f�MAlty, f4'I:� NEW tDUC-"WCJ✓_I� � k � Iw -� t7C7AtT NEW t � I,.� r�,/.z i � 3f�^I I ��� 1�l.JG'f• O(�K �'��Cr r45 , ? Z E �I ± y i �... I � .-... .:...�_ ,. ---_ .. - _ _ _ - _ � --� (E) ' - 1•R��� PSI N � R�H+UtiI ' I - - '� r," GC I C�'J , W E><I�TI NCI !2 G �` ► LJ`�c � I 1 0 J 0 11 � 06 s} I ` a ��°� � �.G � -J 2A N� +2EM�4►N, I _ uhf 4 _ T, t-P. TO HAIN' �. 3 ff Rill u _ V rj-4 _j i - _�... p 6 _— --. �LII--- --- _.. _ __ _ _ _ _ ..>....�.._. I 7 _ r - I.�IFBI rE1.IT 7ro FI+�TAri..L �oiW �PIF'IN.GI T``r'F? I ,�, To t �AItERY # V: irtAtAi -f- IE FrKTU� L", �k�ViCam. f 1 C)PI` ov �7. 4 I.� fiL WNGE6, 1�IY6FaE C) i�l� .SI NK I I ( TEN E Eod A A�+NLE Ike t�UGH-IN 0 I N L cC NNF_C-TIrJ'N S T0a s e) GiK:C� E, rP µ - LAJ------ - t , � ! H ,Dy ' L _ ......-rn,.w-.......c,:.w. .�.r..� � +a-.—,.... .::... .w...,...-..r..+........n ..,._..... .-. ..... _.r..,.._._.—. - .i+k. -w...w.w-.. ...•..,_vst wl .,..:�.,...._...«._.... ___.. ..�„_.....«— - .....,..... ...,...-„�.�,...._ �, tot DEMO FLAG NOTES GENERAL NOTES 3 I TO IZ�ML�IN �' r-- � oci j 1 �IL.L., exrVTINGI rLU�R SIN �.� w1�IG�ZET�, All ductwork, diffusers and equipment .Ali existing support rods and straps now '; Inasm��ch as design for remodel and/or �� shown on this plan is existing except as supporting ducts, pipes, air tubing, rehabilitation requires that a certain - I t.:J Af3AS4S 1-J ExISTIh.IAN �T FIRINC” noted or shown as heavy line weight . electrical condLLit, etc . that are re- assumptions be made regarding existing r0 moved to allow room for installation of conditions and because some of these Gu SAN Exlw'TiIJG Ar" Sr r—`PiNfp r-1 2. All removed piping, ductwork and equip- new equipment shall be relocated and assumptions cannot be verified without To' `T ment to be disposed of b contractor- reinstalled. p `- iCMIN �'I N. INSTALL TGAIGHT�T!' f l Y destroying otherwise adequate or serv- - f tr'IPIN4 THo 5ArJCDq OIL IN`f1r� �� unless noted otherwise. iceable portions of -the building, the ANC FILL I--11T E 7 Field verify location of all e::iStins Engineer cannot assure the Owned or the - ,Existing pipes, ductwork and equipment piping, equipment, ductwork , etc . Contractor that the professional con- R��-�fi t IEKI TINGr H�I'c CIF P1. AAP PIr>s to be removed are shown hatched. suiting services herein encompass all BA EMENT LE VEL PLUMBING PLAN M2w 1 IN WAI_t.. L./,Refer to architectural drawings for corl.t-ir�gencies. Field coordination during �. New &I.Ctwork and equipment is indicated dimensions. .w.rlifi■.■■■"i��"�" 0"..."i" construction is imperative. Contractors �GrAL� 1/4 .'� _Q by heavy line weight. bidding this work murst make reasonable "v�J'T�' 9EPE(Z T4 ?,Color-dinate architectural , structural , allowances for unseen conditions. �F f�-�I"11'!IhI(� ON L I.t\/�I,. 15 Offset piping , ductwork, etc. as necea- mechanical, electrical and interior sary to accommodate structure, beams, design drawings, piping, ductwork, columns and existing equipment. equipment, etc . prior to installation. .. - MOW mow..,�'eA:yS&:_»°iA�%7.' MF.°1EFS".%�'ft�@B�n`: 'R+iCS,: :�TrtWr ._ f!Edt.`s.�"�tMC•-. �Wi . �.,_*i._:Y-. ;.• .: : .g'�-:::. a._. 3 _ .. .yr._ :.,..,d ..,.:._.., .,,. -.. ...-.,:.. ..:. - w,:wS:n.+cSirSlHi;:�': D$i�tl^'n$.A'7b?7�'zb >?ri3$�8[�d,�'':'s:�1.FAYA�,S .....°.::Y.a�4..&5.., - Wars'a ra s x _. _11 Mechanical Electrical Benchmark Plaza,5ulte YOH [# po.Box 5740,Avon,Colorado 81&V 301949-1191.1 332-3259 footetrll CIRS1#131ts,Inc. FAX 303-949.1959 �I i tK) P7 6-reU6-rLJC5 , • �r. NAK1rEP2 ROG12r wIT14 VIPWA'nC*N ry0L_A`TM46 t O tz r`'}G'�✓ �X+STI�V Ca L 0L VE 1c ler-1-1AIN, ML-ANK OF_F 4. GC�RRIpOR 11�5IJLA75 LJ U S F� TIt7N 2 - �>�MA,I�I�LITATE �. t��INSTAIrl! • s,X15Ti Y EXHAUST FAN, f- VT:)5 `' EXISTIN�a !EL.�V. !�®VJIp!'"'I�NT' FAN N 1 � �T�"� Z OZ;,O M VO ice•M r-IA I N " ANsITIONV DL.1C1rL_ o�K x /PTO r1 N As e E�LI I Z E O T r P I Le„32 32x + 20x9 Hwc° PN N_SY CAl3i►�IET HtTl�l�. A.P 1�ETAIL ,,SHCET t"I I. © 16xG UN r I r 1'y f _ , CD f[7C�'1 A Q x _ A,.P �4 I Z C C HAS E ��--~• ' L.__ 7% 7 DOW1� C�1.A A, _�� 51 �x 4 g Q �g 0 (D 2-30A 4 Louve"ev 1140 L 9 4 +� �%( HI.We ` � ..... SUITE C I.�1V I..: SUITE B SUITE y E * " i c Awl -W tip A � °`1a'• �--I1�.1.5 F�lPII`�iC��~ -� / � f' S LG'W t AisEp ( /4"HW JtP DN- \ / r F7-LOO$e T' 'F:: I Hk4-.;t semi v1 I r �,° /4 HWS flN Z., f / - •..,14" H"6 IZ)N W HW S rO WN , 3 I T M M r . • �+ . �� 1f UU�� GENERAL NOTES t5RiS Ae_0. �UWI� _ PETAIL � -SHT M I. rtrF:�- Uj Cffset piping, ductwork, etc. as neces- 1, Inasmuch as design for remodel and/or sary to accommodate structure, beiams, rehabilitation requires that a certain 3: columns, and a>.isting equipment. assumptions be made regarding existing cond i tio,-°s, and because some of these 011. existing support reds and straps now assumpt i o+is cannot be verified wi than°t supporting ducts, pipes, air tubing, destroying otherwise adequate or 5erv- e1ectrical conduit, etc. that are re- iceable portions of the building, the moved to allow room for installation of Engineer cannot ass°Are the Owner or the new equipment shall be relocated and Contractor that the professional con- r reinstalled. r�uI ting services herein encompass all tT N contingencies. Field coordination during 6 ' 3, Field verify location of all existing construction is imperative. Contractors r � 0 i piping , equipment , ductwork., etc. biddinrj this work:. must make reasonable L 21lowa;nces for unseen conditions. 4, Coordinate architectural , strLlCtUral , 0 C mechanical d s, electrical an interior- + hot water and cold water branches. to C2 ) ° design drawings, piping, ductwork, routed from nearest hot water and - z f line size equal to or * equipment , etc. prier- to installation. old water a I +� greater than new branch, typical . Insu- late al ]. new hot water piping. Support pipe with rod and clevis or, clamps. No pipe tape allowed. NEW 1 1 FIFTH LEVEL H&V PLAN � - SCALE 1/4":i'-4" C� f 1 r` y `L' 3 r r .S ,4 ;A Mechanical/Hechrcal O[ 6 Benchmark Plana,Suite 307 ' NPO box 57410 Avon,Colorado 81820 � 101iaeerisl ceasrlttalts,Inc. FAUX: 949.1 • �""` ' . ,,,, d2�x 2 N I N ,�►�.� G!a'tNr�l Tl Uf�t Q 8'x 2 B' 1�JTAKE <50N KIV-CTION a 42'x2$' >�XI &U'?T 6CNNF-GTI9IJ NOTE, �Er-15�VE 5XISTINf� — - �� � --- 2 $ � 2 8� ReI F DUCT GCa+•It�I>�G i IG>r.I� - EXHf�U•e-T SAN SAVE Fri "" - ,. WITH I3AC�PRAFT PAMPeR • �� � - _ - ,��..__� 21x 28" r��AU�T �r•►r�� Tior� R41N LOU'VEF( fS I q ' k E►.� G�r�JT�`l�C TAR a t� ARrrH • 'b 1.AK e OFF • � r.� CCU U ���C� L- VIE � w � � r T 2 " Iril Llr T1 G�tJ t � Ki JG ut/r i W Q F_: G • 1 ¢. �X. 2 4 _ K 2 �J Rs;-'URKj ARIL-L- x. t �,�IT —__T..�.1 X 'REF u..--•-�. ,i.jirr I&X. 14 '�IJPPL`( AIF� PUCT - I / ! r �ti IC►:, r� �Ly >3 �1 � M I i �. CP }/rf L— R , I$x 2e. RETURN AIR PUCT y P 1 Il .. — or FL ��'}'I!�3 L e GG'►�Ji'.y�C T I G�N� � TY P. J �'1 �L ci L+4�I � !4 r- �P BL PCB - � L &-APAU'P1,' P1.1� T 1, �. - - - -- ile r T I J G G�i L -------- - _ �JNNEGTIUN� . r AUTOMATIC 60J ,tTF4'I� [Ar-- > �\\S1___�.�_1�► PRAIr-4 T� FI !>G�R DR.yaII� i �"P c�NTPOL e,0WT�cT0R 1=1 L,�Tag PL_UME31 we PLAN — 5TH FL R. TOIL 1.� f� f -C7.. 1 rr _ , �'iL3RATIC t,J I G'L-A�T6'R', T (1 �jC.ALE. '• Y4 0 11 J L AILS Fr >L�CI�.I{:�R • • do k-ITG R -7► HTG' R'� � f- NTG . R� Cl H`rG Lr '�I0-- ` ~`', FBI P1NG -rQ 'ZC-MA!N A ,r GA,P E X �-r I N�r ---- $/4 V4 2/Z 1 I �C"� - ZE r-:A!hl Ae 16 TE>r _ _.., 2Yt HWK PAWN „ C- I I-N'A�U N#T� �� rq � v A L1'1'•C3 MAT 1� p.,t'� o/e NT- ✓ 4 r �`, z0 7,4'. 2, PUGT U- IJPJEL TION 2 R 4 2 IF pUCT l Nt�tFZ 1��l r 2 x 2s, DUCT R,0a M L p G A,pye>v I~ r Igo NO r, �� i 1 d �C r4 2� R AiR ILLS - t M U ICI I T - _ •.� R�o T TO r-t d'- 0 A,P�C�.�� I�L UO R I } '`�� , [�P' F FZG�F'! G L- i u t 4 R I L'L L ,-r f P G Cr 2 i Tk} FL-R. TO G RU►rJ Iti 5TI} OR , R- 7 FLR. PRA,'Ir,J �LET1N6 �C7C.•)� -mac ,�_..� 14VA C l i I'T'. - �� CIAL I - - J ,I-C T` TC� W 5 T A C,ie '� �-._. _ _�� . _ �-__ � l i e !r R U rJ P LI C T 11,1 ��I� I I.J ra �L�'t+.G� Cj v �L1PPL r Gk=;1�LE e—O T TG?M a- 2" &?G-V E F L.C04? T� ITI i FL. CE I L I NC-� / I ` T'f�'I CA L C :- 7 �' ANt�M Ir4 NEl �DUTI'Ih6G-r, 3 - Ian 1= 7 O • - -- A�A�t c I � rIt'�R 5 1�I"IG'VE ¢ C'EHASILI-r rE rH TO 93TH IG �$ T`��' lEXHAUS"T" FAN, �FE� `R� �R. CEir~Ia,,16 TYP OF 7 - • EkHALP� T Rlh i? UP FROM SHAFT LU AA T� buLrLvkFJ� exk�,+..Ug-r 10 X20 I�x > . GENERAL NOTES HR.�P�.#R RUN �'.JC'� CLCr� Tom' aT ir'IC i`I~R , �IIQE P�r�irlrR r`T �I I. All ductwork, diffusers and equipment shown on this Flan is existing. 0 All removed piping, ductwork,- and equip- P J meat to be disposed of by contractor unless noted c,therwise. r Z14 Remove all e�, istinq pipes, ductwork and F. equipment unless otherwise noted. 41. Eield verify location of all existing piping, equipment, dUCtW0r'k:, etC- 5. Inasrnr_lch as design for remodel and/or DEMOLITION NOTES r rehabilitation requires that a certain assuan tions be made regarding existing Uj r p conditions,t i runs, and because some of these �r��v� conditions, cannot be verified without 1,�E"C'VE ALA_ E�(I.STINGi EGILJiPr~1I5NT PIPINGS FIATUiaE- destroying ott-ierwise adequate or serv- pIJGTL.lD12K, ETC. ON "i"HI5 LSVSL LAUE�s CTI457te IS1 iceable portions of the building, the Engineer cannot assure the Owner or the r' Contractor that the professional con- 7_.LEMnVE AL_L �S1�I='ICi,, r-W) i�ik-�., "&.V eipiN<a ANI'� CAP sulting services herein encompass all contingencies. Field coordination during �. � 1`k � K�G2lI>�°�I:�. construction is imperative. Contractures bidding this work must make reasonable �. TI-1�SE PLANS AICC- I3�A.SEP l-N LNL INC, �AI...IINUs allowances -for unseen conditions. DEMOLITION , MECHANICAL AND PLUMBING FLAN _ FIFTH FLOOD � T SCALE 1 /8 : i -O z o � v ° v M" l . 5 ........... .......... ....... ............... ............ . ................... .......... . ........ ... - rf k Room r FLAG NOTES GENERAL NOTES KF_HA?_F1LI'7A7'E. CXI_e5TIN6 CABINET H Al—SW t All ductwork , diffusers and equipment (C_.UE� lE I"I0TC4Z_, f_ ,_F N F-AN 1,JHEEL, CLEAN shown on this plan is existing except as COIL) t2E92L.AGIE i"ILTL;Iz, ETC,? noted or shown as heavy line weight. EXI T ING ►aWS HI..IIZ �tSE�'.J TO I�Ef"IA1fV 'r'`(i°. - _ -� GAl� G��' �`E]s ANC y, All removed piping, ductwork and equip 11ES-r-10VE EXI6TING PWC-T K �-� menu to be disposed of by contractor 1 gEt " 'THIS r-OINT JI° U� F"IFTH LEVEL T•- eF"tAIN, reP unless r►cated otherwise. leEF>EIC Tt3 I�tI,S x'12 `-/ GON T Ex6nNG LGUVt=£-' lt I2EI"1AIN �b, Existing pipe-*, duct►york and equipment to be removed are shown hatched, 5XISTING ©UCT TO 1�V-16•+h) II�E I�ENETICATION THI2C'UGH �T�EL LNF 1!57-, 'H-� �. New ductwork: and equipment is indicated LEVEL f,', 5TH LEVEL IG xa ur- by heavy line weight. 4 CEE iOVE I_XISTING 1-7UCT �A� offset piping, ductwork, etc . as neces- f �4 OFF A`, 12E6 LIe5D r=_At6TING OL.rGT leISE1CS f sary to accommodate stru cture, beams, I +� ,f)'E12Vthlra , j � W TES columns and existing equipment . XTLND C)UCT K h h'1 15T1NG XHAJ T .0. All existing support rods and straps now i � � U ISEIE' supporting ducts, pipes, air tubing, C�1~T'- L..IAI.Ir --- ---- ♦ i 45 - - T� N1;LJ 0L.JG'TL.JOe+� , electrical conduit, etc . that are re-- GEIL_ING �` - p_ . GFr 1�1TG '� ►h1T 4F NEL_I i�rcCv Up, xG 3 ►,IW moved to allow room for- installation of �. CONNEGT'1ON SHOLJN new equipment shall be relocated and �%` `" Ta 1�►~1Ath•l, � ��_ ON TH I5 .. HEE.T I(� I" HL46 4 1z Lip reinstalled. � - __ - T Field verify location of all existing CI�jTINCx r�T izt`�'1`� -. �-IAFT i GOE!lL1..E' ru QE*1AtN, TYR piping, equipment, ductwork , eta_. TO R�.J"IhIN y �` C' A'r11 LJ-=;4'EL_ Refer to architectural drawings for dimensions. WC7TE: THIS StT+ON IS SECTION A �IMtLAt� -rr ALL_ I2�q'lr�-i Coordinate architectural , structural , 2 F_NHAUST fI���, . mech-an icai , electrical and interior NO SCALE I"11•� - design drawings, piping, ductwork, . equipment, etc. prior to installation, - k. inasmuch as design for remodel and/or rehabilitation requires that a certain assumptions be made regarding existing conditions, and because some of these aSr31_Mptions cannot be verified without destroying otherwise adequate or serv- iceable portions� of the building, the Engineer cannot assure the Owner or the Contractor that the professional con- sulting services herein encompass all contingencies. Field coordination during construction is imperative. Contr actors bidding this work must make reasonable allowances for unseen c"sand i t ions. G J A ` --- - -- CALANP_ EIL�TINA V'HAU',T 914l j To •45 crt-1, � W Lj �I,PI p+GlXITINla I�txTUEJ 'rrt=? -• HI..k2 �# r dde f -�►GL G:..al��ir l l� fArH'10*;J "ITH AVOL GW HhI,V, I•� f1f�NGr INpL V Z r` °-- U.X S' NJ/-G TH EE tom' IC_. °rAT �i%. tf C"A IN, Ty f:? UJ T1 rs W < 5/4 H44Z �r --- 2L2-9 Li Ij rG V rA ISI=t=om TLC )e owl 0 �� . e V YY✓ I� I - - � ' - { T 4ITPM 6,(6o TO '117 . 4 \ I "+ 4J 1 fid Hwiz LIf I� WWI uP� ar r -° x+1..12 r.� ril..� +� IV I _ #,t UA' 3 -- t -- r 01 �11 yyA 3 C ` &I in PICAL UNIT P"ALAN MlA 11MA z 1 lm H,ROUGH 4TH Lt: V LS 90%,11 a 141W& UK 1 FOURTH y LEVEL H & V PLAN SCALE 1 /8 .1 -© _ 0 -*"' 'Aaa: - - - �'"'§A-.. _ :4 '-. -.:.A"- -_.:..Yi-Ft'dg��"�'.�cS •ads,- - ._ _ r.....n. •-_ .:,- ., -. _ -- .x:' .. . ".. _ - - - - - �': ���' �IYG-SR1� � • '>^ �. - +- i'.. �i`Citi _ _� Xt l'�..i '�zy2Y-'f.�5.:.1M5C1' - 9Mn�-Y'�7C71�i •e�-'�i a,�' I�Rt _ Y26:bi .'�s'�R:- -'i.1iMP ' ���C Mechanicallf7ectropt Benchmark Plaza,Suite 307 yo 018 PO Box 5740,Avoca,Colorado 816QV X3m!W 1191-f"332.3M f omit*it FAX 303-9491959 GENERAL NOTES 1 All ductwork, diffusers and equipment shown on this plan is existing except as noted or shown as heavy line weight . ' 1, All removed piping, ductwork and equip ment to be disposed of by contractor unless noted otherwise. '6, Existing pipes, ductwork and equipment to be removed are shown hatched. E New ductworl; and equipment is indicated by heavy 'line weight. Offset piping, ductwork, etc . as neces- sary to accommodate structure, beams, columns and existing equipment. w All existing3 support rods and straps now supporting ducts,, pipes, air tubing, electrical conduit, etc , that are re- moved to allow room for installation of new equ ipment shall be relocated and HOSPITALITY UNIT MECHANICAL PLAN reinstalled. _ cc � Field verify location of al-1 existing FIRST LEVEL ONLY 0 piping, equipment, ductwork , etc, 'El � a:lXI�'I'1N�a 102"HLJ GLJ DN- _s Z FIX"rJ005_61 , T'Yf? ``.� SCALE 1 /4 ": V-0 "` Refer- to architectural drawings for dimensions. Coordinate architectural, structural , �a) W UP— mechanical , electrical and interior F i design drawings, piping, ductworks, 1EX'-=TIN6t �W,HN,t.1,4V- --s�c�otio T -� r— Q _ �S equipment, etc, prior to installation. �2r=•�r� T �I N L .4 Inaamuch as design for remodel and/or _rtea (� 1 � �,.� I�E �. MCT �"j1.'1 rehabilitation requires that a certain ' (` 1j_M_?A f�CO�-�'tIN6* p apsumption�s be made regarding existing 1— �A\1, 4TF_ I.-1 A,p lA • ` F'I '1N�. �T' \/r>4T c without . n conditions and because some of bees S - / fFAi�T1N6q TWS ? � assumption cannot be verified 1� x ;� G. +, W16 ti �- destroying otherwise adequate or serv- ��� �1it H r W �V (-�Ndw I � To '�&I�. iceable portions of the building, the Eng ineer cannot assure the Owner or the Oo r Contractor that the professional con- p f suiting services herein encompass all 'w contingencies, Field coordination during MrNExl�?11� IrxM�•L� > C�,s� R 4 EA�iS"j construction is imperative. Contractors iZ.CY49rrf fKW1TjW 'LIe, IN CA-4 r THIZr.I 1V 24v LEVCL. C-Or 96ICT IN CHAo;g 'bidding this work must make reasonable filk-'?f LEVY,.. CAf i°,'TIWX ON 2Nt? LEVIIEL' allowances for unseen conditions. �TF 4 VtNT ON gr-M, Gfi►P fk-71N� ,:w HW TIONle - -- A E_;A-rH I-X HALL5T W1 L.LE f 4*'WILLF- TO 4r; GFM, ' NEB 11/4" HW �. HEE'r FotC rlECH.ANICAL P;1� ON 1~1R'`,T LFWIEL c,,;NL�r- =� I.'1'� vN r FLCN!�H I1 ;T NL.L `` F1XTUE 4 P-17TIN6=` PIL U M 1!to N Ca F I ACT U C E cr � t7U1� j IZZ Wo - FZEI~''fCVE EXI�T'INCa 1 � INK, (_`_'A lv C i_J) H W,V S. +E- PIPING IN k AI L-. � pt��1.1TATE �at1��NGr :,Af7'iw�7 -+E�kTc>r; 64 C Z r i '-XIVTING-a tai :� rif-A n low 1,00 D ft en � w< e i TYPICAL UNIT MECHANICAL PLAN 1 u3 FIRST THROUGH FOURTH LEVELS; � - ° FIRST THROUGH THIRD LEVELS MECHANICAL PLAN �- SCALE 1 /8":V-0-" cc Z :b.. -y,:. �T .._ -. -.: �.._.-.:. ti-s#-w:pc@?-'- . .w��-a!`:%g*c-.TL-.. ..., ,ts.•� _MYF:. -t'+�:"/+�.6"....�3a41'.�:'N."%�'Yl' :.�'.ilc�'Ra-1:5 "L 'k,�MR.JMiFeWi'.!v�@'`AP:W�'SG6n'..._ „r_.:._�r.+w.�.....—.tea:.... ., .:.;�n,��;�9u'nS `'M`.. YAA ',:V',�:�i �.r.� - ♦- -. _l' ..., '!D'1M�I�' - - . Mechanical/Fleclncal Y 0 010 11 Benchmark Plaza,.Col f17J Pf7 69.11917,Avon. 32.32 t1oB162£J 3L1�94141?511•f-80p-�;3�'a4 If��kc FAX 3n949.1959 DETA L. I' , 6HE r1 1. TYP s� ��- USE �X1S'�IN� L1#211VAE... ��P'l.r4G�. �`U�I� YLiLY� t-,11TH 6 124)uN® F1UGT 7AI5-0F' �I I<�� :_• 3 I I , I -r& e-S LAIN, I-Ire t{ 3, i y • ICEFEIC TO .SHEET 1"13,2 ALANGE mAI�T N KITE*- N MA.ICI�'UF? All2 T_ 20 n I4 (E) CyI✓r IGL Jr � I..JIC I , � � � t''lEN {� r' I.J � `�/ 1C15�Ii~ 's. /" r .N' UNIT. AID FL1oW I- � 95 � r� *xH,�-r 14 Hws H `� A V �I,J, ViFeIF r �xls-rING H05)0 MX4AU_4-r AI%2 1 FLT �- ► _ F'� EXIST1NCj ©xF:LL6' r `Tr? CIEMAIN ` - __ CE t"ir'.�V� Ex ISTI I* E -T° 'f"1 ✓� 1'_ N ' P E.rCHAUr I~' ISTE aNp SCANC}' j Cam\ �I /�� I eLJWOU-r EAr5ND fEXIST1N� 7L-UN*, N _ OUCr TG's Nr=W EXHAUST 'eEGI�_rF_e I�,I`r C N EQ �y I I �[ 1. ', ' I.JU1ATk? XH,Q.U 'f' l�CrT> 1C� TAK,C -C?F�' ��__ + Gi.1 R-1�_�f F> — -- -� � F I yr LAG I�ALF��EGE Tta G1=T°1 5 SHOWN _ u F r 1 9 Ex 15-rl N Ca Ca.j TY P CAF ELEU f GGNI�ITr" �/ Tc EXI�TIN� N . Hu P�? Y> N� 15S+e 'r'.A.c - clv� �/ IN67-ALL EXISTING 0 IELEy 4-1C:MEN -- I { f? GITI<� ►hl I�ESTt 'dDM�, TY y i I �---- �rvlv�'�T '��' �+I� T� ��.s-nr� z+.r�.• v �` �xI�TIN,� �v � > I . _ _ Z�,Z..� UP Ta T,I- INTO H!J PIF~ING IN KITGHIiN G>~I!~ING TG LALINI�K1' 2Vz EXIS'T'ING 3"V RISEN, CLOSET . ,._..._.._ : T 1c -IN:S'I�Ar_LXISTIV� ` .2- N300� rl 1.r~ , T r t W e I - L a ap !~X ISTI NG BUG T T� r2 E N�'I�I N SERVICE { leF_riA,IN� } � I � ?' —� TG Z F_t-1A I ICJ Z V 4 / itI-j ©N LJINE �"'j - - 14 -G uP(�) w1 5XI.6TING �' W If ISE< RESTAur�Ar�NT �" a U N E u t.,,J 4-Z I V cc Ila l GENERAL NOTES Uj _....__...__ _... . I, All ductwork, diffusers and equipment ExISTINCa 2' L.I '1151wi� shown on this plan is existing, except as r� , noted or shown as heavy line weight. �r� �„ � DN. .,_EEC -eHT 112, I =" R-e W ev ee NT Q -- 2 All removed piping, ductwork and equip- ? IW spent to be disposed of by contractor~ unless noted otherwise. N.J.G.O r � 3• Existing pipes, ductwork and equipment .. to be removed are shown hatched. � {, E, E I, j? 4, New ductwork and equipment is indicated 4 e0 LOUNGE Mai by heavy line weight. ll - l'1 .Q(I-) f ;< Offset pxl.3zng, ductwork, etc . as neces- sary to accommodate structure, beams, columns and existing equipment. I All existing support rods and straps now ' k + supporting du+ ts, pipr� , air tubing, J 31A"_.._ W' electrical conduit, etc . that are re- ! I-.1C,i_,�Nl Y° . moved to allow room for installation of new equipment shall be relocated and , I s reinstalled. Ui 7 Field ve •ify location of all �:istilrg �'- piping, equipment, ductw®rk: , etc.. ""' e, Refer to arch itectur��al drawings for � _ LJ ---- dimensions. q, Coordinate arch itsectura,l , structural , mechanical , electrical and interior~ I , des=.ign drawings, piping, dLtctraor . J� equipment, E'tc. r sod~; to inst ,;l lat1on?,.. *T La /0, Inasmuch as design for remodel. and/or � � rehab iIi tat ion r-equines that a certain assumptions be made regarding existing p p � �;, conditions, and because some of these N � 0 assumptions cannot be verified without W zz destroying otherwise adequate or serv- �V�TE; �Ns�C iceabl.e portions of the building, the P`i . l rnoe CONY: G?>~ PLI.jf'V51NC� T Engineer~ cannot assure the ©Winer; or the _ ATgSEf'f�NT t.E4'EL Contractor~ that the professional con - F sulting services herein epcompass all contingencies. Field coordination during construction is imperative. Contractors bidding this wort, must make reasonable allowances for unseen conditions. M1 w2 PROGRESS DRAWING INOT FOR TION 71- i�ONSTRUC LOBBY LEVEE IIECHANICAL PLAN Date: SCALE 1 l$":1'-Op Job : .-- Z Yoder Engineering C,onsulfank bM Wchanicalifturrcal &Mlrx S74 Praia,,Suite Col ra AO Box 371,Aron,Colorado 81d7R FAX 3MIW9.I959 14Z332-3 3A r d t: -6TING if51=el EgATION EQU1P"E:NT TO �ZEC'IAIN i F_CLJII° A REuIFcFr TO ! MAIhITAIN CL wGtGs. } 5ET To 28 eAPH r - 71 i 5 RA I } . i t ELECTRICAL I_ - la , 0 - - r 4503 3 - —� LAUNID12Y 1_"_I,E_�_ 2 TE�.EI:'t iC�NE 75 �x IC3 1"1 -= - F.J\16-rNG MECHANICAL a1 5YSTF-"1 'rO ItEr"IAIN A A ! - FITNESS U18 EL.EV I XH�U�T' 1 I L.!(7r'1EN -- i r -Np pF ; 2 tL, -;4%, AkS N� HE.ATEM FAN 150 _ r- - I -rAlL , S�HT� !'13.I 1 '�� 3 Ej ECr1�- T'rf7 � I � _ X A3N L i X i " IAA Ali) t=FIT' . R�- _ T 8rJ OP _ . IX (rt ID¢'+ bt ,' � /� _t3 1' - - �" EXHAUST FAN ' " ETA IONA I HWIe i r . - --- ---__---- ----- - HW • - LIB T i27 • '`y'• I�i� ICS fat EXHA115 T" �j � � Gr�C`F - ,r �.auvE� - - --- I :-x aUS-r ©I'r r DE-rAIL. 18xe ICS I X I(r, 1 cHE_E-T r a I 1 TrF' I2 2 VP , I 18 �c i(� `.°'~ . =d _ TFAN�"" d C3 h 1 I[e � "(cam tI � �---.-__ rrW r�rl°�N�► A 4 IN TV JCIS'r H W � tit r _-- NC -j 6'r!S M_' -- IOC? I _.__ i1 - I�-+�u�I�.r�E�Ial►v� - O \5� SPACE �t 1�1Z11�(32 -- �`"C� V GE Z (Y '0 Iddalk -�"�ANSIT^ON Q ? 48x I TO U VEW_ E KHAL v ; :`� t>a ' 1 5 4 C fI 4-� I Q S.A, .....► - � Z4� a� x OK I EXHAU-57 DUCT II�J C3FFIGE z H>- "TED CHAS1E 1 - I(�Q I � � ''� - - - - -------- I --- IT t 91 Q ' I job I sTA"riCNAli;Y 11000 E:x�ALjs-r­ s �- N I SQ�FFIT L+a VEi2 } I - - -- - - 1.-,1/ V I�� �} I Sri f _- - T E i�aPE f ? V P17 FLOC4Z AC3OVE # - QI`''I �' UNI f"�U I © fcII..1C71JR . �.>ir. WNW rv.k�lo 0,4 Q70 R AGE ;� !U - '' T1A Ti��N I�uGT k ? t cK 1- �rN t '; i ', t1Ltfi► d '� :� 1.�T. r ! - _ � �'¢� {• { -- - EQUIP"?ENT -pp ILL r r s' E-JINE c_)FFIG� tP L "T -o ABU+"F EA * �-r I A '2"b� --- M/TJTAI~ 395%' GFr'1 9 I I � I r i � I � � �r, ��GVE Q� N � WCD a : } �n r1-7 F14 V UNIT SUSPEND d7 � D GENERAL NOTE,' r-leor� I�C:�Ip-E. ��� 9 a I L , c--A-r< M 3. 1 T co I. All ductwork, diffusers and equipment �4_ All e:;istinq support rods and straps now IU. Inasmuch as design for remodel and /or � � C shown on this plan is existing except as supporting ducts, pipes, air tubing, rehabilitation requires that a certain � U > noted or, shown as heavy line weight . electrical conduit, etc . that are re- assumptions be made regarding oxisting � � � moved to alloy# roam for installation of conditions, and because some of these �. All removed piping, ductwork and equip- new equipment shall be relocated and assumptions cannot be verified without . ment to be disposed of by contractor, reinstalled, destroying otherwise adequate or serv- unless noted otherwise. iceable portions of the building, the Field verify location of all existing Engineer cannot assure the Owner or the a, Existing pipes, ductwork'; and equipment piping, equipment, ductwork , etc. Contractor that the professional con- to be removed are shown (hatched. sulting services herein encompass all � � It Refer to architectural drawings for contingencies. Field coordination during 4. New ductwork and equipmeint is indicated dimensions, construction is imperative. Contractors by heavy -line weight. bidding this work Must mare reasonable _NEW 9. Coordinate architectural, structural , allowances for unseen conditions. ������ LEVEL ��� ���� _ 6. Offset piping, ductwork, etc. as neces- mechanical , electrical and interior, • � sary to accommodate structure, beams, design drawings, piping, ductwork, Existing FiWO & R piping to remauin. A�E /�'•�'-Q" Ir columns and existing equipment. equipment, etc . prior to installation. Relocate as required to accommodate new � 0 equipment. ' Z T 9:fYi aFS r • • • 4 • i • i ' R jII Ef3 � • P ' 4'-3 14'-0 , 28'-0 28'-0 ' 28'-0 8-5-5/8- ' F 0 a I i J W12X14 (EXISTING) I �. LINE OF EXISTING ROOF FRAMING - W12X14 EXISTING ABOVEUI 6 DECK BEARING ELEV. 0 v�12x14 16X22 (EXISTING BELOW) f2l RIDG E=135-4 1/8 FIELD VERIFY , EXISTING RIDGE P 0 �W1 (EXISTING) 5 7 �xw >c LC)EEY LEVEL SOUTH ENTRY SAAB INFlLL — - _ - - _ - - _—� W16X26 {EXISTING BELOW] S1 S1 W1$X45 (EXISTING) UJ 18X40 (EXISTING ABOVE ri W12X19 RIDGE l/ x x cli _ (1135'-1 14X68 NEW "# `~ ///////f/fffffffff f f / // / /// / 7 } W10X1 0 W14X74 134'-7 1x2) r 3 L-4-4-4'63 x Gc N`I ry 5/f3 k 4'` W 12 N G - 3 p� W W12X19 EXISTING ------� W10X1204•-- W1flX 204'-0 N i' 4- ", x Q _ -_ w - . • LI..I 04 5r c° I FS 1 I w1QR IZ w/ - W - N� �-. �� y r B3 IT ry�r z ` 4 I W Cl�NU 0 W10X12 �� � � �` S1 N co TOP OF SLOPING I N I x z x I r x X STEEL GRID 4, d' 4 w r ¢ LINE x 3 �, 4' W 10* 1 . ...1 �' 15'-3 12'-9 (129'— 1/2) Mow co�r� .� - - - 1 - - - - - - - - - -- - r _ z Czt�.. P`�I<Tr .� L� ' I I Nf w/ Cs-f tp 4N I.4 X W I. 4- 9 -. WV10X1204"-0 :s iwn+ = . '� n W1 OX1204'-0 I o 40 W10X1204'-0 co ao Yx 8 F` r x ° I x x X I WII OX12 4'-0 W1OX1204'-0 8 N 1 � cxV� W10X12®4'--d 0 'CA cISTIW6A I� #'1I 51 3 3 N Fr. W12Xa4 BENT , _ W12X30 (BENT) N W8X10 W8X10 - W8X10 W8X10 WSX1 fl W$X10 W8X10 W8X10 .r - _ W8X10 WSX1O - (131' 1/2) (1:27'-I3) 70P OF SLOPING STEEL (127'-8) a (131'-9 1/4) 0 GRID LINE-- 128'-8 1/2) 11'-8 2'3 6'-9 9'-0 3'-9 8'-6 7'-9 16'-3 4'-0 8'-7 1/2 8'-7 1/2 101-9 7 4'-3 14'-0 28'-0 28'-0 28'-0 815-5/8 Z 110' s-5/8 LU LU 1 2 Q ROOF - FRAMING PLAN o NOTES: 1. ROOF DECK SHALL BE 1-1/2" 22 GAGE WIDE RIB METAL DECK. RE: PLAN FOR DECK PROPERTIES 2. ( } DENOTES TOP OF STEEL ELEVATION. Q [4)Y 3. RE: ARCH. FOR CHIMNEY LOCATIONS. 4. , DENOTES DIRECTION OF ROOF DECK SPAN. 5. ALL ROOF SLOPES 5-1/2:12 U.O,N. 12629& • r t 4 I i • 7S3X3X1/4 • a,'- 3 3-60 R"-c1 `-Co `-3 ' 4'-3 ' 14'-0 " 28'-0 ' 28'-0 28'-0 $`5-5 8 �.._ - ml 2X 14 B& q�� 1 , • LJ wg.c10 R v.r >~1c 7 g 1V' WSX 10 i``� W 8X 10 x -� M iN co C, z W8X10 W8X10 W16X45 EXISTI G (- PROVIDE TS3X3X1/4 FROM LOBBY LEVEL Z h-x _~ 10 � J TO UNDERSIDE OF W16 TYP 2 LOC. X r NORTH LOBBY ENTRANCE ROOF FRAMING PLAN NXC x (D U) NOTES : 1. RE: ROOF PLAN FOR METAL DECK. 2. ALL COLUW4S TS3X3X1/4. - � aw co N Sl3I;t7 4 1 5 I UP ONLY ' o r W 6 X 15.5 In X , CUT SLAB A UND COL BASE F R BOLTING FASTING CONCRETE FLOOR SLAB _ N _ B.� co y _ - - r C10 X 15.3 XISTING -� op 4" SLAB ON GRADE L° I � ON 4" FREE DRAINING GRAVEL TS 5X3X1/4 W8 X 25 W8 X 40 a W8 X 40 1 ADD TS2.5X2.5X3/16 FULL LENGTH REINF. W/POLYP. FIBER I TS3X3X1/4 ' ' FOR DECK BEARING uj TS 3X3X1/4 (TYP.) S1 LY LINE OF EXISTING EDGE OF CONC ETE SLAB INTERUPT AT COLUMN ABOVE i W6 X 25 < TYP GRIDS 2 AND 7 11 LL�'Y• W14X26 W18X64 - _ - o _ S1 � � EXISTING + " W18X64 EXISTING W18X&4 EXISTING �■�I' �*•J to - Z power 1N'Tb �.r ., w/� M z EXISTING I N rn `* j Z x � rn 10H304'-O EXISTI G +`� "' x x 9 / x ~ PROVIDE 1OH3 BETWEEN CH EXISTIN JOIST n '- N V / EXISTING WALL BELOW I I ,� 3 `�' �, �, " \ w I rp 4-W O TS:XX 1/4 TS3X3X 1/4 CC �\ TS3X3X1/4 TS5X�X1/4 UP ONLY UP ONLY UP ONLY UP ONLY N - - - 3u X 1�,�4-- - T 3X 1 _ - - - TS3X3X1/4 - IW18X4 EXISTING* UP LY W18X45 EXISTI G * ' W1BX45 (STING * IP ONLY ' r Q ." T 3X3X1/4 NORTH LOBBY ENTRANCE FOUNDATION PLAN TS3X3X1/4 r � r s rte$ 1'' I. 'T �`� w ..t. �.�-E.�/• s �s,3 > 1/g `1'-0 - UP ONLY P ONLY l�� �+" LINE Df EDGE OF LAB ca L NE F EDGE OF ROOF STEEL _ WlOX12 BENT) AT 4'-0 12'-0 2 W/ MOME CONNECTION 2'-01 - - S1 T.O.STEEL L.=1 17'-6 1/2 3 111 s 1 - r 11'-9 2'3,,' F,'-9 9'-0 3'-9 8'i--6 7'-9 16'-3 4'-0 ' 8'7-1/2 8'7-1/2 10'-9 r tz 4'-3 14'-0 28'-0 28'-0 28'-0 ' ' 110' 8-5/8 r - ui r � x 1 2 6 _e, Il'tc—e2Wr STH FLOOR FRAMING PLAN II NOTES: 1. PROVIDE S NEW CONCRETE SLAB (ADJUST SLAB DEPTH TO MATCH EXISTING SLAB ON .6C 28 GAGE METAL DECK. 711- REINF. W/ 6X6 W1.4X W1 .4 W.W.F. �w 'Q" METAL DECK P R P E RTI ES 2. * DENOTES BEAMS TO BE MODIFIED AND RE DETAILS. C O C 3. TOP OF STEEL ELEVATION = 117'6a-1/2 U.O.N. BY (XX-X) va N 1-1/2"' 22 GAGE ROOF DECK S=.194 1=.167 4. = DENOTES AREA OF 5-1/2" CONCRETE SLAB ON 1 1/2"' 0 IZ� Z'-� 1 1 i II r 4& I� �C3 ac C� .6C 28 GAGE FLOOR DECK 5=.036 1-.01 1 22 GAGE METAL DECK. REINF AS PER DETAIL 3. �'-v 2'- r> 2` S-o { # � I Z" „ II *up c 1 g,, RE:'ARCM FOR DIMS. 5. RE: ARCH FOR LOC. OF BUILT UP FLOOR G-. P9z:>lA 17F, 7S d A 2,c 31ICv S3 'f �z' ,,,`�':?�'>.� 'D ,.'sa ,.� �%^Yl3+S w«,n+- r.. ,, ...<. � K ,..,2fk .skb':'?pa .... ..2xdE :.. „�'; .gJgu..?�,`.�P,<.:.r ;.�' ar,.»s::rL'i$a3G.w �i/� ?iJ. 'e�l'•W'�R:'vS�:"�,,fib;:. :nc k�a.y,^ +Y' aj.. hFe. '"«'`�j • P L •--•-.-_ ..-.•w,�,:�e � � ,err i ♦{¢ {. l s _.5 1, ( + Rs 150 'x' , , F i ae �i 'le•' '7✓ +4q' ifi' Br 4f .. ;{; ,.q+,•�_ e_.. ti �' i .„e». -•;ff¢ /F` r r .. _�� ,.-•^'.. � � � ,,. �.g' �: .. f-:� �. { �rP� }e�+�,. ��� �•�• � .'~�� ate•d........-`R >� ��+!4,F 3.�fir'�—,z ~ /j Z ��, � � v��`w� + :t;_._ �; �� �•.o''� � ti y � � �` ��"'.j. t' f. .... _ { �-^ r ! yZA + �r I y d , 4 i �P Is —�,. a •... i e:!` a •.43 'T :: ". + �`:9' a;» 'S•R :i;"+,! ,•r f./1W - S a -i r � A ` b Acy } cal. W REMOVE SLAB AS REQUIRED AT EDGE OF EXISTING FOR INSTALLATION OF NEW JOISTS. REMOVE 10M3 BAR JOISTS AT NEW STEEL TRANSFER BEAM LOCATION. - � REMOVE STEEL ANGLE STRAPS (7 LOCATIONS) a iT r - - Z REMOVE END OF W18 STEEL BEAM. - - t REMOVE END OF W 1S STEEL BEAM. EXISTING S T°H FLOOR FRAMING PLAN ,r. J0 >� ,":'�+•�'*� �/' LLJ 0 f1, 'a 4F {( 4► Lu a t F � • � f a• •K t 4 +rn5 Ri, r w- t I to p�.&sic k,-.�Wyar�,. 0 .. fu• , ff -� ' •i + dw �.�• . .I"ii:J�� �S'rlw`r 4 .r'• , i l __idnq� • f 1P :.ow &4 o s r' r Noe -: — ui i2 • u f° � t or aa ,c• t { i ;?^"y;y. r ;,�+4e•' „ ;�,.�RjJ jf•.Jf�• ..,�,+f'-�•�P �' p�./ :w,Y �� >f�''-�``.,_ 3 r,: „�' .a 2 _ REMOVE EXISTING ROOF BEAMS GRID C. i f. :'�.:"$+-'.'��- i_—..ae.�._.,..�.:-w:. .«,..:a..r...�.._. -..,�_--��'k.._:.'�^.' d"�'° °.--'�: �a,• ae�-,...,m.�,' -=;:/ ,. ,. : :af3l A'riei, .te'��sp-^�64:AIIkI�Al��xxnrc.. �.at^sw� <.�Tx�•wc.-ran=+,-.' .w+wrw.�-,,.: ,s.,..• _qq...'.x.-..�-r..rtir;a _ _ y� t� ----�'" REMOVE EXISTING ROOF PURLINS (TYP. AT SOUTH SIDE ). �• EXISTING RQ0F FRAMING PLAN S2 ' a. k DEMOLITION PLAN 126289 E. ALL WE-:LDE:RS SHALL HAVE I°VII)C iNl.. t 01:- F'F'I!•SJNO IFIF y pp� ° Wh l_I)TMt; +1:I1:11�"I°Y �"-�1`f=1N�l7Att[] =�I.Ik.I(�I[::�1'ri0 v..3 1'F TL`r IVE L_1JP11fli [0�t I") jN DI:,�i 1 '�:X14: I N Aw�i I)1. 1. • F. PROVIDE TEMPOkORY E{Rr-CING AND PkE CAUTION; N[-:C-F%oSARY III C S. TYPICAL FLOOR 40 PS- WITHSTAND �I_L GONST RUCT [ 3N AND/OR WIND [.�cG� Un T 11_ it. 1/4' STIFF. PL EXISTING SLAB REMOVE EXISTING SLAB F I ELI) C:LINN .C-1 1 LiNS ANE L0MP'i_L TF D klND :,HE-44R 011. L .i Ilk EA. SIDE AND JOIST TO GRID LINE • L. EXTl `RI(3Ft I tiq, [' ,! DECKS ORE IN 1=1Ls4UE.. 1/4" BENT PLATE NEW SLAB AND r;. S T E+F°L .)U I C; 15 SHALL ICE DESIGNED, F-ABR I CA'f E D AN!) E ttI '[:: 1 rWa► EXISTING STEEL BEAMS JOIST BETWEEN D. WIND 1-1/2"' ROOF DECK--. TO REMAIN BUT RIDGE EXISTING JOIST 1 rJ At�t�fJE�DF4NCE WITH STEEL JCl T S f I N'71 I rl_1 +� 1. BASIC WIND SM'(_E-.I) (bJ I. ) SPEC)) F I CA 1 1[ING AND SHAT_ t_ HE 1 tft- 1 Y P'E CONNECTION CHANGES El. EXPUSURE AND S [Z K SHOWN ON THE DRAWINGS. PROV I DI-r F4m) I F46 r w.I. � b I; I !11_,1 Ni I IN ACCORDANCE W)-I fi lt)J J bPLC I F i L,A l i[INL t:kHt If, , V. E:AFTTHOLIAKE•_ Z ONL J DRAW 111116 SUBMITTALS SHALL f E FICCOIY,PAN I E u &Y VE R E F=L t.I1 F=. LIVE LOADS 14RE REDLA-F13 PER I`t]DE I 1= APP_11.A l-,F T 1 014 '1 H01 MANUVACTURsR 1E, EIJ J Cr R_i I F I E D t4 ) t 0 l-1 j4k"I[: ~ _1 -ROQ= BEAM THE REGISI'E RF0 f3`fRucTI)FtI4I_ LNGLNF:t R I4\1 II Zvi CH01.'1-iE. O DE:S I E,N. I I EXISTING STEEL N(JN - ;�E�f?UCTl R L !L L UJOICr+tl i: BEAM 7. METAL. P. EL-F=ME_N1 S SLAJ-1 1:4 3 NON-BEAR 1 NG (•A R 1 1-1 1 ONb, I '#1;. F 1 1 I (41 I I( I) TO AND/OR E;tJf�1'CJF� fF T7 BY THt_ 13T?i(JC(IJF?ti SHi41.1. TAKI� (NIIi A. L?( LK I' NEW STEEL COL. W/ SHALL HE fiHl)P'-F'(4I J4'fEI) �� I E F L., SF((i[ ( Eck. 1:1F `1'H[Y I YPI I .�✓Iv � �• • A(:t:[I1.IJ4'f I)EFLE:G'l']C1N F NNE) D"fIJE:R fFrUC:1t1Fti4[. r'1(IVE"M(.N_1 y' CALLED FOR ON THE FRAMING PLI=11`1:3 AND SHr'-11_!_ HIE CDN'r Irtr)IJI)'-aI NEW STEEL BEAM a • Li. FIRE RL h�RC)TE(:T ICJN [=E31 r�l_L STRUCTURAL uRw=aL (-'Ar�'f�, HAI_.t_ t,l- 1�k(J- w#�IE F.I G"[1E,E�1 F�I..E TYP. AT COL. SPLICE MODIFY W1 t� BETWEEN GRIDS 3 AND 4 AS FOLLOWS II • VII)EI) HND f;HPL_L.. hl c-r MINIMUM [ OOF= fM1f'L,1IIJFtEMt•Nf1,. F•I.114 I#iE B. [1kG#�:1 NG SHALL ):ri`: I NE;TFiLLEI) FIND ALL Cf�'E:N J N[-I a IN JtE=f.�r: L.1 r 1 I i �" • TYE="I --Ot LL7NS1FZU(: 1'lL7N :=�1='I�i;IE= [LTJ F+Y It;1;. Iarrt�Hlt t.111(r(41 AND REINFORCED IN ACCORDANCE WITH MF:�HIJF=AcfUkE;tIS II RE: DETALS ROOF 2-6 X 4 X 5/8 LLH(TOP} 1.)ttF4IJ 1 IM{t3S. ! "3 I EXISTING STEEL COL.CE 1 A I LS AND SPEC I F ] CAT I ONi E X tA-,P7 (IS �1 H-FW I Fr_;yl_NNDATIQNS: NOTED OR GPEC [F[ED. I I �2-L 8 X 6 X 5/8" LLH(BOT) � • A. 1 HE ALL_rlWAE11.E SOIL. EIE E4I(I I Ih; l'kE:liE3lJr<E ASFir tr+rC.I) IN t IF ' 11�N U. WI--1.1)1 MG RF I?LI I Rr ME:N 1 S SHALL 1:(E: (ILi F-LII,-E_CIWti LINT F.'-,'; I I • • I* t;tfa6"►. Th�k= Ltjt`1'fE2[at�11JIT `31it=1r_.1_ RI T011N A LIs;#�r %-&n.13 ',II `.I LlI'F 1=F?W1Sk ! Ef'IIWN ON DRAWINGS. NOTE: CONTINUE ANGLES FULL SPAN ENGINE i R TO fItE7,.PECT 1 HF F'OONIIH•I I IN f:x(;AVF41 10N. 'Al) I EXCEPT 8'"" EA. SIDE ENGINEER SJ-f4_1_ VERIi-Y IN WRITING THE ACTUAI . t,IILL_�:, I . f=t1'ATES F�[IU1= 5/6" TO DI-E WE EcEOR t>1'WS T li2fo. [Ihc SECTION 9 S ECTI O N 5 S ECTI O N 1] ;i EIDUHL. 10 [IFS GkE_A"1LFt 'IFiAN fiEs'5 IM(-1). 1-'LATi75 WITH x/13" I�UI7DI_k tJELu~� GR SGt;tEWS tIT T���, • B. ALL FCJ()T I rJ1l; T3FAt�I t�J(3 ( LE=VA"f E(11►I ; :311(:IWrJ ARE A'3'i[1MI D. L ONG I TUD I NAL. JOINTS Elr "i WELN ADJAt:U.N f kLI0- DF( K 3/41" = 1'- 0 3/4'" - V-0 3/'4" 1 '---0 EXACT I�IEEARIN(:. E.LI_VA1 TUNS tiHOL-L- HE. Vt kll lr_I:s IN 1HF 1" 11 1 1) UNITS SHALL BE FAST TCIGErHf=rR WI7#i �fla'• WITH Af TUAL CONDI flUNG BY I.=ONCRf4crlll? Wt 11., i�4Pt,R0vi-4L- 01- [)1t41"1E"1EFt 111 �r_."". • • .,011_ i! E.NO I NF F:R. • �. Al 1 ACH R OF' DECK i (J HE:Ahti3 OR PL H1 E S PA L E L. I {) C. F1L.t_ F001 I NGS ARF- TO RE P[._ACFI) ON FIRM, U14I)i .-i1 URFIL-1), DECK WITH 5/8" DI AME-TER PUDDLE WELIDS "T 14?" NATLJRi< l_ SOIL_ OR PROPERLY COMPACrIA) E1A[;4�F 11_1_, AI'(�k1JVrb 6" METAL STUDS � EIY TI-IE_ SOILS EN61 NLER. HfiCKF JIA_ 5HC4L[_ EIE: I::C1r*#PAI, I t-D III q, (1TTf4C:Ei F'E.(lf]R I?E:IyK (�"E:r�I+1�II.1E1,11 Ctlt�d(:.F?E i E: FORM) 11� _ NEW .STEEL D E3FJ#M LOCATION `35 (I�kIrJ(P1UM9 :3'1F�NllAf(D PREICTCIR DENSITY llydt_I_ :� ()THi:kWI:�"I- EACH iNTF12MEDIATE SUPPORT AT SIDE t_Fr= WITH PUVOILEi EXISTING FLOOR BENT BEAM hF ( I Iirlr•(E.NI)F:II 1 S NDA SOI L_ti PI F�i1D T I F- UNL 1 *s('(I 1 �, Ctl;� FRAMING 1 -1/2 STEEL ROOF DECK WE1'.1). EACH E-ND LAP I S WELDED 10 H~ 4C_H 511* 1_FtF' B FNI.,IJUNTERED REMOVE; !3l`)Ilw AND N}-.1;IPub�(�t�'f WITH C`PI'NOVI-ti 1="L.Ut ONE. [NTEkM[=.I)lAI'E WELD (THREE WF_L.0i 1'17I�r STEEL CLOSURE NEW SLAB AND JOIST E I I.1 . (RF': c;O[1. RC-PORT FfIFt I+L 3u tr I('T I ON r 1F to-,1 111 J Nb si4 E�"h ? . 2`-10 O BE-TINEEN EXISTING JOIST MOM. CONN. 0 SO I L. 1 8. �GH�:_laigl(iF FRAM�IVt1: D. CUN`rF*R ALL F=OOTINGS LINDER WHL_LS. C'(II RIN CM I•.Ft) I'( t.JIJE_;, 4-3/4 DIA. UNI-F S5 OTHEERW I SE NOTED ON PLI;NS. A. L_1 GH f-C3f:6F METAL FRAMING SHALL- BE 1H1-_' S 1 7F' AND biI fl)I � - -- THRU BOLTS - ` .�HL:IWtV Qi`J r HE= DRAWING'-;. 4. C:G.NC.R�`�E: B. F-RAM I NIB ROLLED FROM STF E.L, IS 6AGI= AND L"1 is H) Ek COWFr IRW1 - - - A. ALL CAS) -] N--PLACE CONGRE T F SHALL EIF vlfi L W 11 H I Nt 1-4., TO r 1STM A570, LATErS T° E01 I-ION, COMMERCIAL. GkkDE. W I°1 11 A 1 PORTLAND ('1FMFNT, ;TONE. Ai3GRI`.607 Lr AND L-IH L L MINIMUM YIELD ;TRESS (1# a 'E CHANNEL MODIFICATIONS I)VVF LOP it.r, I.II.Y1J P..i 1. ?,�)00 P'S I r""UMF'F?E SS I VF: 9 T RE,NI.;t I I 1N � EL IF CONCRE fts S>OP PL I E R 1'r?[lI=►rISF :3 USE OF 1=1.YAk H HE SHI-IL I. C. 17 RAM I NG ROLLED F F40M STEEL i G GAGkk AND HEGV I ER SHI4E-I_ I ADD 1/4" STIFF. PL. F"FafJVICIF' [1l41VE`Fa Ld] I'F( L.E'1'1'E:tI 1NI)]L;I1T]1+1C ( [:I±,1 FiEt1LIL'11 [iJU (41 EA. SIDE EXISTING W18 BEAM CUNF ORM 1 CI AS°I M A`,1C1, LATE S-I E-D I`f I ON, W] 1 H A M I N J M(111i 2-�12 TIME OF BID. YIELD STRESS OF 50, 000 PSI . EXISTING STEEL �P' 2-12 GRID D BEAM MODIFICATIONS FI. 5L(4EEE;, TLJ€'r'I NCI, F=UCIT I N&S, f.q_AMS AND WAL.L.E) SHAL1 I. NO) NEW STEEL BEAM BEAM NEW STEEL 9. NON-SHRINK I_NK GROLI I : STEEL BENT - I Z ON'T'AL PLANT. Pita S`f ClP I N CON— VALLEY BEAM GRIDS - - HAVE JOINTS IN A I-I(.TRI - EXISTING COL. SPAN CRE". IF- WORK MLIC.1 F..E`_ w1DE AT THIRD f•CIJN't (St- 4;(-'(IN WI) II A. NON--SHRINK GRIDI-11 SHALL RE PROVIDED (4S FOI. L114J'n: II 3 $ ADD 2 MCI X 30 ' 4-5 ADD 2 -- MC12 X 50 VEPT I CAL BUI_KHI_r•ADS 0141) HORIZONTAL AL `_JI-'It:AR KEYS IJNI 1.';` I I 0"I HF:RW)BF SHOWN- AIA CONST RUG 1 T E)tv ,IO I N I S SHf4I A Hr" (I`. T. BETWI=EN COLUMN 19A'3E.S ANO 1=i OT I NG`S. 5-6 ADD 2 °- MC 12 X 40 DETAILED 1IR AS RVVI1~WED BY "r1+1- E_NOIN[ 1.0. - SECTION r# fWE.EN L:()1 LIMN 40 L CILLJMd CCINNE:a:1 l CI4 IN 10 SECTION SECTION 2 �1 p C. AL1 CONCR1=TP- WORK ANI) RE 1 NE(7 E�('E'I�1F'I+I1 1}E l F1 T I. 1 1411 EiE(( I E F�1 t�FRUCTURE-S. 3/'4'"" = 1 -0 3/4" = 1'-0 -, 1J" WITH AC;I BUILDING C(]I)h ,�t t3--t�,�. UN1 I-:�7;-� 3/$" = 1 '-0 [N ACGORL A t.I in NOTED U'!°HEEtti4I EsE: FILL F XT'OS1rI;) f [)C;E i (IF" C,l II,IC.'ftE 'I E: W(:IEr1°, J"4'I COLUMN 1(I DE94F4 CONNEC,T J i�N 14141)1 Ok I"►` (01 TO HF-141.1 I SHALL HAVE 3/ 4 INCH CHAMFVIR- L15h ST(4N):,AR0 .1 HOOKS 119 CONNECTION ( I F AE1_ L �fJ T I PtJ ]U4s) . cc I)(tbJE t_E> UNLES I OTHE'RW I SE NE-1'f F:11. 2'-0 EXISTING STEEL BEAM 0 4. HE TWEE N PRI CAST WALL -11:7 PHL I"013'1 WH11. 1, 01 N1 IN #4 ® 18" X 2•-0 � J MUL_T 1-91-13HY &U H-DINGS. STEEL TUBE COL. W/ D A. ALL R I NF'ORC:I NG SHALL L. BE H]( H-ST E2'F-NG)°H 17E'F I IkMh ►? t;G I I `} .10. taE-N�RILL : 5/16" BASE PL. uj B 5-1/2"' SLAB Qw 1-1/2" �1 CONFORMING TO ASTM (jRADE 40. - DECK A. E.NGINEFR'I _, ACC;EPTANCIE P1LJE,"1 lit E,E:C,LIr+ti_Ir r IIIt (41 t. X 6'-0 S � DE ES. WE`1.I)F=I7 WIRE: FAHR I(: SHALL. CONFORM 10 (4ss 1 14 (a T f4"�i F1EJ1:> '-.h1I i1 1 S"TRUC"TURAL SUBS T [ rU r I CIN6. �1='1T I(".1 `.; I IND H X2.0© �o NEW STEEL BEAM 4 18" I BE L.(11�'I�'F U ONE F=ULL MIt~.5N AT S 1 I?E_ FaNL7 1W NV) I 3" SLAB REPLAN ui WICif-:I> -rob :THEEFII. H. VE RIF Y ALL Ctf'E:NIMGS 1'HRC)UC-iFl FLI.JORS, RCIUF (tllE, Wi]LI :� 4)1 (#I - r 1/4'" CLOSURE ,o -, -I I MECHANICAL 1:111) EL_L=LTH IC1AL GON` Rl iCT� RZ;,. VI.�I�IF 1Cj1F 100'4 IIr y- - - - - PEATE I - (;. F'(:)LYt"RCI1'YLfrNE: FIBER REIN1`CIRC;TNCB SH(41L H(4VE: F" lI-WH I+146TH L(I1.:r1`1"TLI1�1S yl !E8, L1N'I"EL.S, ArV[) I4f~[?[IJI�'1I1 C:C)1vIJr:I; IIrJI,I` II10 ` COORDINATE WITH AGGREGATE 517E AS PER M(41+lLJF=f+C1-LJFtr:.It' :J CONTRACTOR9S COMPLETE m-713 ONSIE3IL_IfY. z kF.E::(:4t�IrrtF:NI)AT I l3NS. AML-)LINT CIE= F ] ICE R S SHAL I-. k;E: (I MINIMUM (It 1. 5 LBS/YRD 3 ()F= CONCRETE OR rHF A1+It:JIJN'f R1:t;I-Ji+IMEhJI)1rL) HY L . PRIOR 10 INS1A[_I_ATION OF MECHANICAL AND L-LECTRII.Ht o It(C ME4NtJFA['1`LJRF-R WHIr;H EVE to I5 t7ftE.(41F.H. EOUIPMENT OR OTHER ITEMS TO R rto 1tIt. I #4 MID HEIGHT f.-. . - Y t•4[''F'I"OVF4L CO' CONN[—i,'I I ON.. HNO � „ ADD 1/4" -NT PROTECTION: SUPPORT SE StiPLLr4L aE �OBTAINED. UN1_ES.� �a�l�t�IF I(:r 11 .I v _ 4 0 16"' X L STIFF. PL. D. RETNI=URLt�ME L1<:Yfd1L.E::L I:1N FikGHi-rEC'iLIKR[ (1141) S'fftLJC,I'LEFtFIt- I)FtIIWlrJC,..,. ' EA. SIDE {TYP,} 1. C:ONivF2E f E: f'C1URE 1) Af3A 1 N,T E Flft'(tI RESPE=CT I VF SUBCONTRACTOR SHAT-L FUNN I SH 1=x1_1_ 11I4Nlit 1r'�, I /7 ___ EXISTING I qty _ EXISTING STEEL I ESE:[ l1] F?E:L) rr`(]f4 l t� 1 (4L_L.I il'i r 111 OF 111 - 1 1' MODIFY AS PER "r (.(II INF.G 1 CI 14._, t-_1 C,. , CONCRETE POURED IN FORMt3 (EXPOSED TO WE=ATHER lik ITEM`.a. - 2-#5 CANT ` DETAIL 2 EAR) H . „ SLA&S AND WAL.L.S (NOT E XPUSILD TO WLA I FILL) . �1�+" V. f:ROV I CIE_. ALA E:FoibE DDE D ITEMS 11*J Ei CF)i 11:1'U1�t A,i W(I1 Es 1) 1 11,1 STEEL BENT BE-AM EXISTING STEEL W/ MOM. CONN. '� - MOMENT CONN. BY r':4k21,HITE�CTUrl1=t1_, I�IE(:r(-it-"41`Ja(�I=4L, k�l_1C:3-I�II;AL, r=+raC1 S1-RUi:fwitllaL_ II BEAM E. rIf] ICES OF t�EINF uHtyEMENl` SHILL BIB MADE: Exi;Er�'''T r`4 16"' STEEL FABR. IJ1;'I1W 11�IUE',. h"e i C,C:EL_L_(4^4ECILIt3 E hlt:c[•.IJt1E=1, T)L fAl L.E:P1 OR AU fHC)E2I ZE:[) HY 1 hit S1 F2L4(vTLJi+F41_ E146INE.k.R. [..AE-' 801- 'S SHALL BE FURNISHED ICY STEEL S11PPL I1^R 01VL) EXISTING COL. S +i.TC1=S, WFif:(?L" I=�E_RMIT TE D, 'aF1A(_L BE a M IN II�1IJn1 [3F 3€i HI4K I N'S'(ALLED DY [:CJr�1C.E E 1 E ( C)N'r k(1( rClEr. :; I EE.L E,HF1t o_ f [1LI ] I.I SECTION 1 1 SECTION 7 SECTION 3 I)IAM!ETERS UNLE_66 OTHERWISE: NOTLD. MPKEr 0E_1_ t7(Itt' AS'TM 036. ui CONTINUOUS AROUND CORNERS. 3/4" = 1'-0 3/4" = 1 '-0 3/4" = 1 '-0 iw. vQ0V I I)E AS)PHAL 1 I C Mf15-t I 1, '(411 1 N("; (T1�C RLE_ w 1 E t:I. (4N1, W[IIJ1� F. PLACE TWp # , ('P"ER 6" `fHJL*,NESb) WITH c` --C1 PHk1IIL(": I -It IN EXT=OSFD TO fHt- E=ARTH. AROUND ALL OPENINGS I N COPIC RETF WALLS, fst-ASS, ON u E3E(a1y('�. AL��,CI f-,ROV I DE. TWO #5 X 4`-() DIAGONALLY (-1 I L 111 t1 F . .S01�04 IT SHUT' AND E NE U I I ON 1)RAW I NG`~, 1 L) E NG]NE.E k _F 01- CORNER. e REVIEW (�F ALL REINFORCING, IJf12UcrURF4r_ srFV1_. SI'I-:1 t_ JQX.a"(S AND ME'IAt. EJE�C:E.. IHl M(4N1IE"fiC,`iUkE R CIk I-(111k11(:A"I IIIN G. CONTINUOUS TOT) AND BOTTOM BF1Ft� IN WF4L.L.5 AND I�EAI+� J '31#i4( L. OF ANY ITEMS PI41oR ^ r0 WRITTEN REVIEW +;=�1= SIi1:0 DRAW 11,401:1 13E ;;PL I cF_[) AS FOLLOWS. i0P SANS Fl T M I D'3PAN, Fil_I ► .["I rM WILL EIL T NT I RELY AT -ii-IF R I E:t: OF THE C ON) IRAC:T Uk. °- 1/4" CAP PLATE bAF2S OVER SU1rPOR1-S. G. blrall=t't1='RE7CI(° [r4[i, VAI�Cll3 EIPIF1RIh1�'S, LJIaTI=rC�iT(J�', Lfta. . :=iHN1 L_ BENT F1. PROVIDE ALL ACCESSORIES NEC<ESG; IeY TO r5Uf•j00"I RE-1NIFIIkL W E-RP SOOT[ f.)N THE- NExF_BARRC•II_ll�t(4L. [)F+H1W1r.tf�S t4r4}� A� INIII I NG I�1' POSITIONS SHOWN ON THE ►='LAN:?. Ar_L hfE T NF(lF"tCF M4-IN`I CA T'ET) I N -fHf= y11Ea:.d F I CAT IONS. /r-- 1-1/2" ROOF DECK T O BE Ht.L.I) t CURLL_Y I N PROPER k P�i7Ei 17 1 C1N J N (i1_:(.;t:Ittt)r 1NC:1 WITH ACI .318-77. H. ALL DIMENSIONS' ON STRUCTURAL DRAWIN13S 4HA1_L IsE AGAINST FIELD ARCHITECTURAL. DRAWINGS. r- c �p 6. S1RJCTl.RAL 0 C A. ALL ;?TRIJC1 URAE STEEL SHALL CONFORM T3 AS1 h I. 1_ _ STFEL- BEAM TO REAM OR COLUnN ur,NE'[ 114 SHALL B#= WELDEJ) -(ULaE"fHER IJNLES,3 SI='LC E1=I[,ALI_Y N1J'I f I) I-IONS Ia.36 E XCF=P'T PIPE_ COI_UMNS WHICH SHALL GONFORN I'U - STEEL BEAMS At ,TM TM (-it)3 AND TUBE COLUMNS TG fl'SI M 5H`CJ( , faE+r1l)t= 1±, t.F11 01 1-iF RWI SE.ED T IONS. ANCHOR 13OLTS SHALL tJF`_ A3()-7 S.(l, _ AND m 13(,1 1_ LANE OUS E M1IVI)DE D ITEMS S44f4LL N(; ("43b S I LE~L... 13. STRUCTURAL_ STEt,-:E. SHALL SE DETAII..ED AND FA&RIC;AIE t) Ira Pt__CofgDf•4NGE WITH L-ATIr S'l P R0V J :";].()NS OF A]S (: "MF414L IGai. 111 . � STEEL C'ONS1-ly(.JC [ON. "" STEEL BEAMS UIIWE,.,c EIERwI S:. NOTED, USE � - ( 4UFrio F HP f t: fhNh L . CONNF C-f I ONS WITH STEEL BOLTS (JF WFLI)I D F.it) [VAL..t_.N SELErf' I LONNECT I C)N AT EACH SF)E..I CE:' TO SLIP - )Ft"I (�,C)Y• I rF1. I N EE4M 111\4L) TU`fAL UNIFORM LOAD CAE4C ITY FOR EACH G I V :iN(IN SECTION 8 SECTION 4 0. MINIMUM WELDS 1'C) HE (41SC AND/OR HWt) BU1 NC11 [ LS 3 3/4" = 1 '-4 3/4" = 1'-0 /1 E" CONTINUOUS FILL-ET UNl_L;'S`.S OTHF RW 15(= NOTED. x28296 GENERAL NOTES SYSTEM N ROOF SYSTEMS ~ • 5. Do not scale drawings. SYSTEMS GENERAL NOTES we 1/2" exterior finish 1 . Any existing or potential felt on 5/8" system on 15 problems relating to architec- 11 tul , structural , mechanical , 6, Walls Keyed in plan as follows: gyp. sheathing on 112" R1 (New tile roofing) Concrete 1 . Steel studs are 6" 20 ga. studs ext. plywd on steel studs roof the on 2x4 battens on 2 plumbing, or electrical work i • to be removed at 24" o.c. unless otherwise (Ref. D7.3) layers of 2x2s at 24" O.C. over i are to be reported to the noted. sheet waterproofing on 5/8" Contractor and Architect new construction W7 5/8" gyp. bd. extended up exterior gypsum sheathing' on immediately. 2. Metal studs are 25 ga. at 24" to structure, on one side . steel deck. Attach first layer existing to remain 0.C. unless otherwise noted- of metal studs and 2 of 2x2s to steel deck with N8 fig, 2. Contractor shall field verify refer to plans for sizes. layers 5/8" gyp. bd, screws at 12" O.C>; attach ` existing conditions; any 7. A11 dimensions are to extended to corridor second layer of 2x2s over the discrepancies with drawings centerline, grids, face of 3. Typical interior walls are W5 ceiling at corridor side, top of the first layer with 8 d .1 shall be reported to the studs or face of concrete unless otherwise noted. with sound Batt. nails at 12" O.C. Architect immediately. unless otherwise noted. (Ref D2. 10) 3. Inasmuch as design for remodel ' 4. All gypsum board to Type "X", R2 Not used _ and/or rehabilitation requires B. 3 5/8" metal studs are Fire Rated. w8 2 layers 5/8' gyp one side -- ---- that certain assumptions be diminsioned as 3 1/2" on double row of 1 112" R3 Concrete tiles on 2x4 battens made regarding existing nominally, 5. Exterior wall system at Suites metal studs, with sound on w,p. membrane on 5/8° varies - see 1/4" plan (sheet batt, 5/8" gyp bd other exterior gyp sheathing on steel Conditions, and because some of /� g these assumptions cannot be 9. �f denotes doors, refer to A2.7) for specific wall system side. (Ref D2.4) deck r verified without destroying detail manual for door information. schedule. Refer to sheets w9* Add 1 layer 7/16" glass R4 Sheet metal on 5/8'" ext. gyp• otherwise adequate or Y A2,2, A2.4, and A2.7 for a. * indicates that wall extends mesh mortar unit to W5 at sheathing on 112'" ext, plywood serviceable portions of the g locations of doors on building to underside of metal deck- shower sides. sheathing on steel deck. building, the Architect cannot g assure the Owner or the plans• fill all voids at steel deck • Contractor that the /1 with fire safing material and w10 2 layers 1/2" gyp. bd.; 2 ! . professional services herein 10• ti....J' denotes windows; refer to acoustical sealant. 1/2" CH studs at 24" o.c. encompass all services detail manual for window with a 1 1/2" sound = contingencies. schedule. Refer to sheets 7. Refer to Specifications (06100, attenuation blanket and I ' k-49- Field coordination during A2.2, A2.4 , and A2.7 for 06200) for Fire Retardant gyp. bd, shaft liner (2 hr construction is imperative, f Treated d locations o windows on reaed Woo . rated, ULDES U438, 88N- Contractors bidding this work must make reasonable allowances building plans. Refer to 75076) .i t ht fixtures all li Tent T 2 for 8 d A3 i 3 -- sheets A . an . . en agxures n / for unseen conditions, and �� �� I � i � • "W11 5 i i ili d t s on f i locaton o window rated Ceiling to maintain /8 gyp. bd. on CH studs SUITE �j inform the Architect of any ° G �-+ discrepancies. elevations. floor/roof - ceiling rated system. with 1 " gyp, shaft liner �7 11 . All new cabinetry, countertops, panelsyl/2° gyp, bd. � • The Architect and Engineer Y FLOOR SYSTEMS inside, with 1" sound are not aware of any special wall , ceiling and atten fire blanket (2 hr � ' jL asbestos containing floor finishes and bathroom Rated, USFG6-23-75) • accessories to be selected and F1 3" reinforced concrete on steel (Ref, D7.4 ) materials existing on the specified in Interior Design project and can not assure deck • I documents, to be issued W12 Not used, • the absence of these or separately. g I i 1 other harmful materials. sleepers, on sheet n 2X4 I + I h substance g, W13 5/8° gyp. bd, each side on encountered, the 12• Refer to detail manual for Room F2 waterproofing, onn3"oreinforced 6" metal studs. - __-._ _� j be a finish schedule. I �• Contractor should stop concrete on steel deck a work and notify the owner W14 1/2" exterior finish - - • NEW _ NEW --yr4E�. and Architect immediately. F3 3/4" T. b G. plywood subfloor system on e" CMU. - - ---. I �--- -� on 2x12 sleepers at 24" o.c. EXISTING G d . All angles are at 4.5 degrees 15* Add 1 layer 7/16" glass-ees E}CISTIN unless otherwise noted. F4 2x8 redwood deck on 5/8" 2X mesh mortar unit to W3 at sleepers on sheet showerside. waterproofing on 3/4" exterior plywood on 2x9 framing, CEILING SYSTEMS WALL SYSTEMS C1 1x6 T&G FRTw Redwood on 5/8" gyp• bd. sheathing on 7/8" wl 1/2" exterior finish furring channel at 12'" o.c. on system on 15• felt on 5/8" 1 112" cold rolled steel exterior gyp sheathing on channels at 4' - 0" o.c. steel studs, with R-19 suspended from structure batt insulation, 5/8' "gyp, bd, on interior. C2 2 - 1/2" layers gyp. bd. drywall on 7/8" furring W2 w1 with P layers 5/e" gyp channel at 24" o.c. on 1 1/2" bd. on interior. cold rolled steel channels at 4' - 0' o.c. with R-30 bait W3* Double row 3 5/8" Metal insulation and vapor barrier at , t� studs staggered, with 2 'face of gyp• bd. , suspended layers 5/8" gyp• bd, each from structure. r side and 3 1/2" sound bait insulation. (lief D2. 1 ) C3 New 2X4 (2X2 at Fitness area) lay-in Gelling suspended from LEVEL 'V wd* 3 5J8" mtl studs with 5/6" structure with 3" sound butt O CTION A 5TH gyp. each side, 3 t/2" (existing) floor - Ceiling sound Batt insulation and system. (2 hour fire rated, r2 5/8" gyp, bd. on 112" U.L. Design No. G227) resilient channels at 24" o.c. on one aide. (Ref C4 5/8" gyp. bd. on 7/8'" furring A4.1' SCALE 114N 1 '—Q" � D2.2 and D2.3) channel at 24" o.c. attached to steel barjoists with 3" WS 5/8" gyp. bd, each side on Batt. ( 2 hour fire rated, '85 0 3 5/8" metal studs. UBC table 43-C, Item C/D) (, rr� 51.) T4 TO TfP � -- --- --- - -- 7 42 'Y cc UJ �t 0 - J 1 Z" I i k j I SUITE B SUITE G I I` ! SUITE A E UJ 6 NEW G NEW T , EXISTING EXISTING i GY< 9 T.de C cc C w .." E_ + TION AST 5TH LEVEL . .... ... ...... ...................... 02 ri _�� : SCALE 1 /4 1 -0 M2�i34H SYSTEM NOTES - WALL SYSTEMS • W11 1/2" exterior finish W12 Not used. SYSTEMS GENERAL NOTES �� system on 150 felt on 5/8" W13 5/8" • - .` exterior gyp. sheathing on gyp to each side an J 1 . Steel studs are 6" 20 ga. studs steel studs, with R-19 6" metal studs, a ' " Y at 24" o.c. unless otherwise batt insulation, 5/8" gyp bd. on interior w14 i/2" exterior finish . • noted. system on 8" CMU. 2. Metal studs are 25 ga. at 24" bd on interior. W15* Adid 1 layer 7/16" glass W2 WI with 2 layers 5/8" gyp.o.c, unless otherwise noted- me ih mortar unit to W3 at refer to plans for sizes. W3* Double row 3 5/8` Metal sftiwerside. 1�E GPM � 1� I studs staggered, with 2 Ij 3. Typical interior walls are W5 layers 5/8" gyp. bd. each l 7 4 \ unless otherwise noted. side and 3 i,/2" sound Batt insulation. (Ref D2. 1 ) 4. All gypsum board to Type "X" , Fire Rated. f 1 I 5. Exterior wall system at Suites i I — varies - see 1/4" plan (sheet I A2.7) for specific wall system -- - - - - - ---- - - information. 1 W(o t!�� 8. * indicates that wall extends 2 to underside of metal deck- �1C s • l v1 fill all voids at steel deck I • (`4i A_ with fire safing material and � � �. CEILING YSTEMS I acoustical seaiant. i I • W4* 3 5/8 mtl studs with 5/8" C1 1x6 T3G FRTW edwood on 5/e" i s 7. Refer to Specifications tartan, gyp. each side, 3 1/2" gyp, bd. Rhea edwo on 7/8" n62n0) far Fire Retardant ' ' • Treated Wood. Cficl. sound batt insulation and furring cshea l at 12" /8" on _ 5/8" gyp. bd. on 1/2" • resilient channels at 24" 1 1/2" cold r fled steel ! S. Tent all light fixtures in -- ° -� o.si on one side. (Ref • • ' o.c. and one side. suspended fro a"structure - rated ceiling to maintain structure ' -- floor/roof - ceiling rated system. -- - w5 5/8`" gyp. bd, each side on G2 2 - 1/2" lays s 9YP• 'bd. • 3 5/8" metal studs. drywall on 7/ furring ^ _ � I f, I - I I channel at 24 o.c. on 1 1/Z" cold railed s eel channels at . T w6 1/2" exterior finish / t i fih 4' - a" o.c. with R-30 batt system on 150 felt on 5/8" • y facelofigy an vapor barrier at gyp. sheathing on t/2- - ext. plywd on steel studs I from structu�r suspended ff f (Ref. D7.3) • ' C3 Now 2X4 (2X2 it Fitness area) • •• L w7 5/8" gyp. bd. extended up lay-in ceilin suspended from` r__ of metal tstuds oand n2 side structure witg 3" sound batt (existing) floor - ceiling layers 5/8"' gyp. bd. system, (2 ho6r fire rated, extended to corridor U.L. Design Nt. G227 ) ceiling at corridor side, _NEVMf ( NEW NEW with sound batt. C4 5/8" gyp. bd. on 7/8" furring -- EXISTING — - EXISTING I��+�P� -- �_ - (Ref D2. 10) channel at 24�' o.c. attached EXISTING to steel bar,j iets with 3" we 2 layers 5/8" gyp one side batt. (2 hou fire rated, '85 on double row of 1 1/2" UBC table 43-C, Item C/O) metal studs, with sound batt, 5/8" gyp bd other ROOF SYSTEMS side. (Ref D2.d) I R1 (New the ra ing) Concrete - 8 W8* Add 1 layer 7/16" glass mesh mortar unit to W5 at . shower sides. roof tile on x4 battens on 2 layers of 2x2 at 24" D,C. over W10 2 layers 1/2" gyp. bd., 2 sheet waterer offing on 5/8" 112" CH studs at 24" o.c. exterior gypsim sheathing' on - with a 11/2" sound steel deck. kttach first layer attenuation blanket and 1 " of 2x2s to st3el deck with 08 gyp. bd. shaft liner (2 hr screws at 12" 0.0; attach rated, ULDES U438, BBN- second layer pf 2x2s over the 75076), top of the fi at layer with 8 d i nails at 12" C. — Will 5/8" gyp. bd. on CH studs with 1 " gyp, shaft liner R2 Not used - - - panels? 1/2" gyp. bd.. inside, with 1 " sound R3 Concrete til on 2x4 battens - atten fire blanket (2 hr on w.p. memb me on 5/8" Rated, USFC6-23-75) exterior gyp heathing on steel (Ref. D7.4 ) deck 4- Shree"t°rwtai -on-5/8" ext. gyp. sheathing on 112" ext. plywood sheathing on steel deck. LU ".E PARTIAL � OD LC ) g ELEVA=rION P'ARTIAL WEST 2 3 2) �- � 3 r3 ELEVATION _ LLI 0 1 E,Y� � F " ------ cc W A 3.2 UL } I - S2 � 12 `, 1:- 1 IT Ilye P2-4—i Uj JL V—N 11 • - - -- �EI —NEW EXISTING YF' '� I ISM_ e g" �. EXISTING y I t 1~- C CO .0 C I A3w2 PARTIAL SOUTH 3 ` ELEVATION A3.2 SCALE : 1 /4" : V-0% TYPICAL ' GENERAL NOTES SYSTEM NOTES 5 2 5„ Do not scale drawings. SYSTEMS GENERAL NOTE'S WALL SYSTEMS • • t . Any existing or potential problems relating to architec- tural , structural , mechanical , 6• Walls Keyed in plan as follows: _ 1 . Steel studs are !i" 20 ga„ studs w1 1 2'" exterior finish plumbing, or electrical work - - - system on 151t felt on 5/B" „i1y -r -- - -,to be removed at 24" o.c. unless otherwise noted. i`k, Con to to reported to the steel studs, with R-19 Contractor and Architect �` knew construction exterior gyp„ sheathing on • immediately, 2. Metal studs are 25 ga. at 24" batt insulation, 3/8•' "gyp. 2. Contractor shall field verify existing to remain O.C. unless otherwise noted- bd. on interior. existing conditions; any refer to plans for sizes. �• discrepancies with drawings 7. All dimensions are to w2 Wi with 2 layers 5/8" gyp, • _ shall be reported to the centerline, grids, face of 3. Typical interior walls are W5 bd. on interior. - Architect immediately. studs or face of concrete unless otherwise noted. • unless otherwise noted. W3* double row 3 5/8" Metal 3. inasmuch as design for remodel 4. All gypsum board to Type •'X" , studs staggered, with 2 - and/or rehabilitation requires S. 3 5/$ metal studs are Fire Rated. layers 5/8" gyp. bd. each Xiy�' that certain assumptions be diminsioned as 3 1/2" side and 3 1/2" sound bait • I `� IITrz-' �; r}y " made regarding existing nominally. 5. Exterior wall system at Suites insulation. (Ref D2. 1 ) I f "T .A ` conditions, and because some of varies - see 1/4" plan (sheet �' \ •l7t.if.C,p -{�LI,D S ,4L Ai- ,� these assumptions cannot be g. denotes doors, refer to A2.7) for specific wall system w4* 3 5/8" mtl studs with 5/8" verified without destroying detail manual for Boar information. gyp. each side, 3 1/2" sound batt insulation and otherwise adequate or schedule. Refer to sheets B• * indicates that wall extends 5/6" gyp. bd. on l/2" serviceable portions of the A2.2, A2.4, and A2.7 for building, the Architect cannot locations of doors on building' '. g to underside of metal deck- resilient channels at 24" - _ assure the Owner or the plans. fill all voids at steel deck o.c. on one side, (Ref • Contractor that the /'� with fire safing material and 02.2 and 02.3) � I professional services herein 10. �" denotes windows; refer to acoustical sealant. encompass all contingencies. detail manual for window W5 5/8" it it Field coordination during schedule. Refer to sheets 7 . Refer to 'Specifications (08100, 3 5/8" metal studs.studs side on • construction is imperative. A2.2, A2.4, and A2.7 for 06200) for Fire Retardant Ij I Contractors bidding this work locations of windows on Treated Wood. W$ 1/2" exterior finish I � IC reasonable andantes building A3.2sforo • system on 150 felt on 5/8„' i • I inform the Architect of an location of windows on 8• Tent all light fixtures in gyp. sheathing on 1/2" r Y rated ceiling to maintain ext. plywd on steel studs • • 11 It discrepancies, elevations, floor/roof _ tailing rated system. (Ref. 07.3) 11 . All new cabinetry, countertops, _i The Architect and Engineer w7 5/8„ are not aware of any to structure, on one side f` special wall , ceiling and gyP• bd. extended up • asbestos containing of metal studs and 2 ' - - - - floor finishes and bathroom _ materials existing on the accessories to be selected and layers 5/8"' gyp, bd. lS l - _ _- 1 specified in Interior Design extended to corridor project and can not assure documents, to be issued , ceiling at corridor side, 1 _-� � •� the absence of these or - i �-���A I other harmful materials„ separately. with sound bait. _ ..___. - - ° - - - Should any thestance 12• to detail manual for Room (Ref 02.10) • W8 2 layers 5/6'" 9YP one side _ r _ Contractor should atop on double raw of 1 1/2” ' -_- - -r aorkAand notify o he Owner L, iti metal studs, with sound batt, 5/8•' gyp bd other - a, All angles are at 45 degrees side, (Ref D2.4) unless otherwise note � "T W8* Add 1 layer 7/15"" glass NORTH LOBBY ENTRANCE�DEMOLITION \. mehmortar _ ___ •..�,,,,,, s unit to W5 at shower sides. A3. 1 Scale 1 /8" V-0" W10 2 layers 1/2- gyp, bd y 2 1/2" CH studs at 24" o.c. with a 1 1/2" sound _. attenuation blanket and 1"' 1~II� LVV ''-I I '� - DECK CUARDRAIL � 1�.7 , DECK GUARDRAIL '� gyP• bd. shaft liner (2 hr 'Iva ,` rated, ULD�ES U438, ®8N- - _ i / _ _ .__ - ` __ __ 1 _ _ . _ _ _ -_ .� - - - -�. 75076) . " r f , W11 5/8" gyp. bd. on CH studs with 1" HUM 1 - " gyp. shaft liner panel 1/2" gyp. bd. Y y inside, with 1" sound atten fire blanket (2 hr Rated, USFC8-23-75) If1 .• - �n4 ?.� (Ref. e .4 ? •� �...1.�.'.® (-rL� �►.. Dy-. �_ 6 ;2�` � w 1 2 Not used. t'susrLP- W13 5/8" gyP• bd. each side on 1� 6" metal studs. W14 1/2" exterior finish ' system on 8" CMU. ti lI I w15* Add 1 layer 7/15" glass Il " mesh mortar unit to W3 at showersi do. UJ 11 I ROOF SYSTEMS Il I � b'Y 06 R1 (New tile roofing) Concrete roofII- -•- - -a i - s -'� - - .-__- �_ - -_ - - - - - _ T- - __.. .� - - - - - -- - - �_ - - j _.- _ _- _ _ _ _- - - - - y layers lof 2x2sxatb24" O.C. over - -- _ - I _ _ '� I -�-- � " �� - •� � sheet waterproofing on 5/8" T steel de gypsum sheathing la t steel deck. Attach first layer of 2x2s to steel deck with 08 I I 1 screws at 12" O.C) ; attach +► It -_-- I second layer of 2x2s over the iC_ -- -_ I tap of the first layer with 8 d � 1 �-- - �-,1' 'r l QI©, nails at 12' O.C. r -�- H2 Not used J R3 Concrete tiles on 2x4 battens on w.p. membrane on 5/8" exterior gyp sheathing on steel deck NEW NORTH L ENTRANCE 2 LOBBY ENTRA_NCE R4 sheet metal an 2" eat. gyP• 0 sheathing on 1/2"" sat. plywood sheathing on steel deck. A3. 1 - A3. 1 Scale 1 /80 : V-0" Scala 1 /4' V-0" Z4 /I � �a0lz • ! ' �f° � I,J�o POW bpi 2 3 4 � 5 6 Q C B A . Iy ,T�] /S•�L -•� ill•-I��, �+'.tJ`r(l; �h�lov G�If-,i'f l t'�� ,,.111 1!1Di� . t�+o�ll; �x�-�'Irir� I-•�al'#1�r.iE� �#�-� � �.�. ,� � d ,�•lIN ' �T 9� �►Ll�i uf� i �� I�. _� �ai�dt�H A *rE - - lN�"�►L L r�IN 4�r.E ,/+�� �!'� . I � Irk —_ — , LU - ' �y V � f _ � �:® �G� f`4� �#"'�� Vim+1 I?M4 ra�FL I�P }"!� %' - m l 1 x.1.4 � 0�f , I �i � a kid �rdl r� G�I�! '� L.I� %� I+�N 'wl�j _ " - _^ _ 4s-�G� c50 CD r201511 L.�r4 9001Z6 A4 ca } 54 1sT a L :� �► o �� la� 'V"�i Td Itt it u, - - 0 4. oil r- 6r 4A0<0;1: fir_ Ila SOUTH ELEVATION .LOBBY LEVEL A & 1 �� � 1 AST E - L613' 9Y L N TE YT�i� � S SYSTEMS GENERAL NOTES WALL SYSTEMS i W'7 5/8" gyp. bd• extended up 1 . Steel studs are 6" 20 ga, studs W1 1/2" exterior finish to structure, on one side W11 5/8" gyp. bd,. on CH studs i ' at 24"' o,c. unless otherwise system on 150 Belt on 5/8" of metal studs and 2 with 1" gyp. shaft liner noted. exterior gyp sheathing on layers 5/8" gyp• bd. panel t/2" 9Yp• ou • steel studs, with R-19 extended to corridor inside, with 1" sound 2. Metal studs are 25 ga. at 24" Batt insulation, 5/8" "gypR ceiling at corridor side, Rated fire blanket (2 hr o•c. unless otherwise noted- bd. on interior. with sound Batt. Rated, 119Fdb-23-75J (Ref" D7,4 J - refer to plans for sizes. (Ref D2. 10) W2 W1 with 2 layers 5/8" gYp. 3. Typical interior wails are WS bd, on interior. we 2 la ers 5/8" W12 Not used. unless otherwise noted. Y gyP one side on double row of t t/2" 1413 5/8" gyp. bd. each side on � W3* Double row 3 5/8" Metal metal studs, with sound 6" metal studs. + w 4. All gypsum board to Type "X", studs staggered, with 2 bait, 5/8'• gyp bd other Fire Rated. layers 5/8" gyp. bd. each side. (Ref D2.4) side and 3 1/2" sound batt W14 1/2" exterior finish 5. Exterior wall system at Suites insulation. (Reis D2.1J system on 8" CMU, varies - see 1/4" plan (sheet Add 1 la er 7 16" lass W15* Add 1 layer 7/16" glass A2.7) for specific wall system Wa* 3 5/8" mtl studs with 5/8". W9* Y / g information. gyp• each side, 3 1/2" mesh mortar unit to W5 at mesh mortar unit to W3 at sound batt insulation and shower sides. showerside. 5. * indicates that wall extends 5/8'" gyp. bd. on 1/2" � to underside of metal deck- resilient channels at 24" Wtp 2 layers t/2" gyP• bd.y 2 i/2" CH studs at 24" o.c, COLUMN SYSTEMS � i i fill all voids at steel deck o.c. on one side. {Ref with a 1 1/2" sound with fire safing material and D2.2 and D2.3) I acoustical sealant. attenuation blanket and 1 " � gyp• bd. shaft liner (2 hr CUL1 4 layers 1/2"' gyp. bd, on '� W5 5/8" gyp. bd. each side an rated, ULDES U438, 8814_ outside and inside faces, i 7. Refer to Specifications (06100, 3 5/8" metal studs. 75076 replace outermost layer • 06200) for Fire Retardant with 5/8" gyp. bd. , to run Treated Wood. we 1/2" exterior finish s stem on 150 felt on 5/8" flush with fads of walls y where necessary. { '85 • $. Tent all light fixtures in gyp. sheathing on 1/2" U8C System, Item 020, • i rated ceiling to maintain ext. plywd on steel studs Table 43-A. {Ref D6.6) i floor/roof - ceiling rated system. (Ref. D7.3) 9� 1-� � COL2 At each flange side: 2"- �' ��l��r�'� ��u �� "4� - _._-_ 1/2" gyp, bd. attached i I411� D�`� TC7 r_Wzler' A .1 separately by 1 5/8" metal j''I ' I I exor! rJ Gk-��Cfi�`1'O�l _ studs to column. At open I �yl� � .- Ades: 2 layers 1/2" gYP• -� ,- bd. (UL Des No. X524, 2 -- —`- r--.-----_--� 'hcur rating. ) (Ref; D2.12 J ° •yi+ • �� � �, �. �,,.�" '� , _ �,yl -� � III �� /�'_�� �'� � _�!, II W ^' - _ _ .. _ V �t 1 �. ref i I r � I _ �..' �f ! 1 1 I _ \ X14 3 - _ . - - - er 1' I _ z. - In "r0 P p!� P -r'� G �'T 3 T -- - � fi y,� �7w f -n �, W r-- A W � � � +vJ s �0 (. '� i 5G�4 _'E'f, i p '� r p -O - �j`L 1 ° I `T`I� Ar I-k••_IS!H I L.,IP• ,A 12 5 r , �T ` _4A ry t r�, i /Q�', -` U I 1' j �� SUE C I 1 , U SUlT 8 r SUITE AI�riN �� LZ ,T _ _ 0 _ _ ._ - - - � -�` a � f � t — - _ Ef , k �Cp' G' r ill- V '� 1 �t I 4' G - U I III ( �� 9 I �� ;1J Imo+ �,,�"f='�,[s C+� - I 1 ``~- Z /�• !� � ! �� I -p s q. .��, i f l ° � �I �12�•��.A�Jy. k#F.�t R`f�k � � - _ _ I ,irrN�( �i"� �� �-1G� �� �#1-oil r �� r -r~.�, `� - (� - ° l�T�{,�• �.A b{�L '� �_ —� +�� Ip �' _ i TING'1 I° C71"i 'I-r q p;- L ° Irl�'7f k I _ _ - -Y u! p}�� {J�/�•°�5�\ ! I�F'' �7�1T-t-4i 'I'✓ri \� i (�,+ �M �, f L4) -- 1 i J° tI `1 -1 E uN' � � 11 �''U 91P6f� -Ir4E,A�r 3x' �Ipr�E. �J +E� "%oov�J G.,i �,,, I _�, - l -- r # i UI-I X65 (�PI L�_4- .�'ry' 'J���' ,._m. I � � � 51( I r I I I Ur s' �,�J - _ _ - - - - -._-_ - - -- - - - _-- ►� - - X11 T I`" ,� �I -� T t, � � \u '/ T 5. Do not scale drawings. /� �y +•� �� _i `� �1,�}�� ,./rye, _ - ( �• ) I V \ V' f f I-i \ • _ 1(/ ,r• 'FG/F� . -aft h� 61 '! sl II ! f ,�Ii 1� it I_ i�Ir 6. Walls Keyed in plan as follows: ICI-(/ I i`� `(/ (r r°'I 1,. I ✓'-�'8 _�N !i ��z ''� x '�, t( 1 I� C �, _ =� to be removed I I ' new construction I I� existing to remain _,�i A I�'I-<?!! _p'I .all 2�.r All dimensions are to centerline, grids, face of I studs or face of concrete t�!� unless otherwise noted. 8. 3 5/8" metal studs are diminsioned as 3 1/2" dj NERAL NOTES nominally, ctD 1 assure the Owner-or the 9• � denotes doors, refer to � Contractor that the detail manual for door General Nlotes schedule, Refer to sheets ( (Y]. professional services herein R A2.2, A2.4, and A2.7 for encompass all contingencies. � C 1 , Any existing or potential locations of doors on building "T /� r field coordination during +� problems relating to architec- plans. V V tura,l , structural , mechanical , onstruction is imperative. .- �> 0 plumbing, or electrical work Contractors bidding this work Q must make reasonable allowances 10. � denotes windows; ref>�r to � � are to be reported to the detail manual for window Contractor and Architect for unsebn conditions, and schedule. Refer to sheets immediately. inform .'he Architect of any A2.2, A2.4, and A2, 7 far discrepancies. locations of windows on 2. Contractor shall field verify building plans, Refer to existing conditions; any The Architect and Engineer are not aware of any sheets A3'. 1 and A3.2 for discrepancies with drawings location of windows on w shall be reported to the asbestos containing elevations. Architect immediately. materials existing on the # F'FT H T E VE L P LA project and can not assure 11 . A11 new cabinetry, countertops, the absence of these or 3. Inasmuch as design for remodel special wall , ceiling and A�.� and/or rehabilitation requires other,harmful materials. floor finishes and bathroom Should any such substance ��A1�E 1 /¢+► .� `„�+► accessories to be selected and that certain assumptions be be encountered, the made regarding existing specified in Interior Design Contractor should stop " conditions, and be!'cause some of documents, to be issued these assumptions cannot Pe' work and notify the owner separately. verified without destroying and Architect irw4diately. NORTH otherwise adequate or 12. Refer to detail manual for" Room serwiceable portions of the 4. All angles are at 45 degrees finish schedule. buillding, the Architect cannot unless otherwise noted. � i� ft• �� �� 5 �a sw 4 i k i Q2 Q4 I I Wry Ni��� l��Or'1 , � � h'1�.►-I� �'j ri E.t.a- T-4 eA L_ P.avr� t F1 -mil-' - •' I -�- i F t �� `/✓ — , C-C9. i 03- - 20 f SUITE C SUITE B SUITE A 1 r LU GENERAL NOTES 1 . Any existing or potential The Architect and Engineer problems relating to architec- are not aware of any s. 0 denotes doors, refer to . tural , structural , mechanical , asbestos containing detail manual for door plumbing, or electrical work materials existing on the schedule. Refer to sheets are to be reported to the project and can not assure A2.2, A2.4, and A2.7 for Contractor and Architect the absence of these or locations of doors on building immediately. other harmful materials. plans. + Should any such substance 2. Contractor shall field verify be encountered, the 10. Q denotes windows; refer to 10 existing conditions; any Contractor should stop detail manual for window discrepancies with drawings work and notify the Owner schedule, Refer to sheets shall be reported, to the and Architect immediately, A2.2, A2.4, and A2.7 for r Architect immediately. l locations of windows on (31 All angles are at 45 degrees building plans. Refer to i� 3. Inasmuch as design for remodel unless otherwise noted. sheets A3. 1 and A3.2 for and/or rehabilitation requires location of windows on that certain assumptions be Do not scale drawings. elevations. made regarding existing ( LY conditions, and because some of 5, Walls Keyed in plan as follows: 11 . All new cabinetry, countertops, these assumptions cannot be _ - -_ special wall , ceiling and verified without destroying --to be removed floor finishes and bathroom otherwise adequate or accessories to be selected and serviceable portions of the new construction specified in Interior Design building, the Architect cannot documents, to be issued assure the Owner or the existing to remain separately. Contractor that the professional services herein 7. All dimensions are to 12. Refer to detail manual for Room encompass all contingencies. centerline, grids, face of finish schedule. Field coordination during studs or face of concrete A2w6 construction is imperative. unless otherwise noted. LEVEL DEMOLITION PLAN Contractors bidding this work FIFTH must make reasonable allowances 8. 3 5/8" metal studs are « for unseen conditions, and diminsioned as 3 1/2" inform the Architect of any nominally. p► SCALE 1 /4" V'°.'fl" discrepancies. F 17814$ z GENERAL NOTES MALL SYSTEM NOTES SYSTEMS • . • 1 . Any existing or potential 5. 0o not scale drawings. W9* Add 1 layer 7/16" glass • • problems relating to architec- w1 1/2•' exterior finish mash mortar unit to W5 at tural , structural , mechanical , d. Walls Keyed in plan as follows; system on 150 felt on 5/8" shower sides, plumbing, or electrical work _ �� exterior gyp► sheathing on • are to be reported to the to be removed steel studs, with R-19 W10 2 layers 1/2" gyp, bd.i 2 Contractor and Architect Batt insulation, 5/8" "gyp. 112" CH studs at 24" o.c. immediately. new construction bd. on interior. with a 1 112" sound attenuation blanket and 1 ' existing to remain w2 wi with 2 la era 5/8" gyp. gyp• bd. shaft liner (2 hr � 2. Contractor shall field verify g y existing conditions; any bd. an interior, rated, ULDES U438, BBN- discrepancies with drawings 7. All dimensions are to 75076). - - shall be reported to the centerline, grids, face of W3* Double row 3 5/8" Metal Ft Architect immediately. studs or face of concrete studs staggered, with 2 W11 5/8" gYp• bd. on CH studs unless otherwise noted. layers 5/8" gyp. bd. each with 1 " gyp• shaft liner 3. Inasmuch as design for remodel side and 3 112•' sound batt paneled/2" gyp, bd. and/or rehabilitation requires B. 3 5/8" metal studs are insulation. (Ref D2. 1 ) inside, with 1 " sound II that certain assumptions be diminsioned as 3 1/2" atten fire blanket (2 hr ` made, regarding existing nominally. W4x 3 5/8" mtl studs with 5/8" Rated, USFG6-23-75) I conditions, and because some of gyp. each side, 3 1/2" (Ref. D7.4 ) these assumptions cannot be 9. denotes doors, refer to sound bait insulation and verified without destroying detail manual for door 5/8" gyp, bd. on 112" W12 Not used. otherwise adequate or schedule. Refer to sheets resilient chanpels at 24' + 1 serviceable portions of the A2. 2, A2.4, and A2.7 for o.c. on one side. (Ref W13 5/8" gyp. bd. each side on • building, the Architect cannot locations of doors on building 02,2 and 02,31 6" metal studs. • assure the Owner or the plans. � Contractor that the WS 5/8" gyp. bd, each side on W14 1/2" exterior finish ! I professional services herein 10. 0 denotes windows; refer to 3 5/8" meta] studs. system on 8" CMU. • encompass all contingencies. detail manual for window Field coordination during schedule. Refer to sheets w8 1/2`° exterior finish W15* Add 1 layer 7/16" glass • • construction is imperative. A2.2, A2,4, and A2. 7 for system on 150 felt on 5/8" mesh mortar unit to W3 at . • tl Contractors bidding this work locations of windows on gyp, sheathing on 1/2" showerside. must make reasonable allowances building plans. Refer to ext. plywd on steel studs • �. for unseen conditions, and sheets A3.1 and A3.2 for (Ref. 07.3) • I5ht1_,� 5UIl - Eki61 inform the Architect of any location of windows on 5Y3TEMS GENERAL NOTEfi discrepancies, elevations. W7 5/8" gyp. bd. extended up • The Architect and Engineer 11' All new cabinetry, countertops, to structure, on one side are not aware of any special wall , ceiling and of meth] studs and 2 1 . Steel studs are unless 20 HOSPITALITY UNIT layers 5,8`• gyp. do ga. Studs asbestos containing floor finishes and bathroom at 24" o.c, unless otherwise • materials existing on the accessories to be selected and extended to corridor noted. specified in Interior Design ceiling at corridor side, • .rL1 ■ ST LEVEL project and can not assure with 02.10 bait. 2. Metal etude are 25 ga. no 2d- . • documents, to be issued the absence of these or (Ref 02. 10) O.C. unless otherwise noted- .. �w K- � I 3 Shouldhanyfsuchasubstance separately. !!! refer to plans for sizes. 1t8 2 layers 5/8•' gyp one side be encountered, the t2. Refer to detail manual for Roam on double row of 1 1/2" 3. Typical interior walls are WS finish Schedule. ,. VON Contractor should stop metal studs, with sound unless otherwise noted. a -1 .�iC+A�-E 1/�Q - 1 Q work and notify the Owner butt, 5/8" gyp bd other and Architect immediately. side. (Ref 02.4) 4. All Type "X" , 74,- � gypsum beard to T - � 4, All angles are at 45 degrees Fire Rated. unless otherwise noted. 5. Exterior wall system at Suites +� varies - see 1/4" plan (sheet I _- -� 2.7) for specific wall system i T1 L a4 © 4 -' -- I- "1"�J ^+ f d. x indicates f "` � � � �� underside that wall extends P � to underside of metal deck-� rr 10 fill all voids at steel deck II��r - �1 f 6 with fire safing material and acoustical sealant. �� ( I 1- 7. Refer to Specifications (o6loo, J — 46200) for Fire Retardant T Treated Wood. ' Tl S. Tent all light fixtures in rated ceiling to maintain floor/roof - ceiling rated system. k' A 0 rt W >� 6mid cr i lT T �M1 W7 0 1 �14- Z", Z. I ff r vZ 3 ul►�K�> i ��-- rt- • C m' ( 2 ; 3 T TYPICAL UNIT PLAN A2w5 'FLOOR PLAN — 1ST THROUGH 4TH LEVELS- r2 15 T THROUGH 4TH LEVEL..S TYPICAL A2.5 SCALE 1 /4' l '-O'-' -A25 SCALE * 1/8" : VoN 12829E SYSTEM HOLE �4 _ - -- I �p� IG.S W9* Add 1 layer 7/16" glass SYSTEMS GENERAL NOTES mesh mortar unit to W5 at WALL SYSTEMS shower sidles. 1 . Steel studs are 6" 20 a. studs W4* 3 5/8" mtl studs with 5/8" W7 5/8" gyp. bd. extended up 3►011 8*011 ���' �� ���� � MZ�pc� W12 Not used. at 24" o.c. unless otherwise • A gyp• each side, 3 1/2" - pL ' � w10 2/layers 1 W1 1/2" exterior finish sound Batt insulation and of metal t studs o andn 2 side i + 1 1 �-�- - �• � � � of � � � 1 2" CH sty/2 gyp. bd.j 2 noted, � 5/8" gyp. bd. on 1/2" -- ---- ---- ---- '-- uds at 24" o.c. W13 5/8" gyp. bd. each side on system an 150 felt on 5/8' layers 5/8" gyp. bd. attenuation extend at corridor side I I I with a 1 1� bunked $" metal studs. 2. Metal studs are 25 ga. at 24" • exterior Bathing on extended to corridor I 1 gyp. bd on bl lint and 1 " O.C. unless otherwise noted- steelinsustuds, iwith R-19 oecil4�notncehasndn�ls(Retf24' ceiling W! iO /2" sooner (2 hr W14 112" exterior finish refer to plans for sizes. 2 gyp. sh � - 3 D2.2 and D2.3) rated, ULDES U438, BBN system on 8" CMU. insulation, 5/8" "gYR with sound Batt. i i I bd, on interior. (Ref CJZ. 10) I 1 #�I 75076) . { 3. Typical interior walls are W5 W5 5/8" gyp. bd. each side art i 1 • = W15* Add i layer 7/16" glass unless otherwise noted. W2 W1 with 2 layers 5/8" gyp. 3 5/8" metal studs. W8 2 layers 5/8" gyp one side LO I W11 5/8" gyp. bd. on CH studs mesh mortar unit to w3 t bd. on interior. on double row of 1 1/2" Io I gyp. shaft liner showerside. 1 gypsum board to Type "X", i 1 I � I 1 with 1" we 1/2" exterior finish 4. All metal studs, with sound I panels 1/2"' gyp. bd. W3* Double row 3 5/8" Metal system on 150 felt on 5/8" 1 y Fire Rated. sheathing belt, 5/8'" gyp bd other 1 I ire ' 45 i studs staggered, with 2 gYP• g on 1/2° �,,JI � '� I I r- inside, with 1 " sound side. (Ref D2.4) atten fire blanket (2 hr b. Exterior wail system at Suites layers 5/8" gyp. bd. each ext. plywd on steel studs I Wi NQ RTHI ENTRY = i Rated, usF6-23=75) varies - see 1/4" plan (sheet I ) A2.7) for speci wall system side and 3 1/2" sound batt (Ref. 07.3) 2� i CO (Ref.. D7.4 insulation. ('Ref D2. 1 ) , - --- ------ ----- ' information. q - - - - r wII �i' 6. * indicates th t�w 11 extends - - 7 to underside o etal deck- 1 fill all voids at steel deck 1 04 • - with fire safing material and BJ" fiAGE d \ OFFICE 11 acoustical sealant. s • L�J I +1 7. Refer to Specifications (06100, % 06200) for Fire Retardant , I ' I Treated Wood. • di 1 06 �� IJ �"l� p a. Tent all light fixtures in ry I _ MEN i , 'I rated ceiling to maintain 10 08 - 1 floor/roof - ceiling rated system. # -1-�z KITCHEN I t` �' ,' XLL TO • �C F 1 1 I - _ ).11s LL �T lei l.x.�Tlvt�1 J -III.! r- -��1� • I ELEV. 0 RECEPTION DESK 1 -� • • i I-�_=- '• 1 it - r � y' coo IZ ELEV. x.71 r'JWQMEN ' 1 i 1 CLOSET ! -,- �� 08 L11 L10 W 7 UP SERVICE r 1 1 i 09 ' WINE " BAR ROOM :r 1 FiRE iLACE C W in C) RESTAURANT I- Or, N - W MVP > � T I i 1 0 0 i I DN DN 0-J 1 H14 1 �' I1� Oi�- (31�j44rtN UJ Q 1 G7 �X�7 2 ' 0 � + 'I51-r W/ I t�Te-r"OFZ LOUNGE . �. TIC Kr I 1 Fw" nlo.I/- ! \ I 9.2_a/211 611 o i C1 UJ ,ti �/ ih4r:�al I fI LL . ice. - SOUTH ENTRY �JD� �.� I��o 9.. � `�-t. _ 4.2� ��----�r�' ktt�vl.�. G nl�lp� EXIT r�o~r�� t4a'.t 1 Ins�/�3.1 --_ -- �v v>� �rr� Ira• �* //�\ DC1� DO �.l.l. Ads , .3r,8.3.1 W/ h��.l�l C/.J,Ql�flt�, \ � 1 .� 1 NERAL 9. denotes doors, refer to I ., Contractor that t �. detail manual for door ` �� 1� C 1 . Any existing or potential professional sery heTla� n ` schedule. Refer to sheets encompass all 1 cont i n enc i es• I �� je o.1J0: � 1`i? © C problems relating to architec- g �CI . C� C�+��* �+� A2.2. A2.d, and A2.7 for �,D. i v �, + tural , structural , mechanical , Field coordination during construction is imperative. IN locations of doors on building N11 I 1 , r � plumbing, or electrical work plans. are to be reported to the Contractors bidding this work s Do net scale drawing . /p-3•i' Contractor and Architect must make reasonable allowances 5. 10. 0 denotes windows; refer to immediately, for unseen conditions, and --- _ detail manual for window inform the Architect of any S . walls Keyed in plan as follows: schedule. Refer to sheets 'e�j 2. Contractor shall field verify discrepancies. A2.2, A2.4, and A2.7 for existing conditions, any - - - to be removed locations of windows on discrepancies with drawings The Architect and Engineer new construction building plans. Refer to shall be reported to the are not aware of any sheets A3. 1 and A3.2 for Architect immediately, asbestos containing location of windows on A2 ., 4 _ existing to remain elevations. materials existing on the 3. Inasmuch as design for remodel project and can not assure 7. All dimengions are to LOBBY LEVEL PLAN and/or rehabilitation requires the absence of these or 11 . All new cabinetry, countertops, centerline grids, face of special wall g that Certain assumptions be other harmful materials. � ceiling and - studs or face of concrete made regarding existing Should any such substance unless otherwise noted floor finishes and bathroom A 2.4 Scale 1 /4" 1 '-0" . conditions, and because some of be encountered, the accessories to be selected and these assumptions cannot be Contractor should stop 8. 3 5/8" metal studs are specified in Interior Design verified without destroying work and notify the Owner documents, to be issued otherwise adequate or and Architect immediately, diminsioned as 3 1/2" separately. serviceable portions of the nominally. NORTH building, the Architect cannot 4. All angles are at 45 degrees 12. Refer to detail manual for Room assure the Owner or the unless otherwise noted. finish schedule. 178298 A • i I ' I � I I I � 3 4 5 6 I I ' I I 191 911 / ten I I I I i I 11 t / II I i f I I I it iI I I P LJ LJ I I dl r;i � � I 'SHGi�lrl OFFICE viii ' • I I I L- �ri � � I 11 II +� • it II i � � }'•� ""'Y�+ �' +I�� � .,.. � �~��� I i �:W� MEN fV7 � n 1L�J L_.�J �, • - • 11I..1i, I ! vecv— FZ% r -� I Ip :� �,1 FI L ►i � 1 � 1 ! � X Trh� 11 f� 1 11 I I �'� ,�. KITCHEN I� 1'aGf� �. I i ---� p�vwraT wr t� r� Llr�rar.. ----------------- �-`-- _ _ _ • r—_ �_--_--°; l �J _\ J 1f ! * I II i * l n L --- ---�{I ( , II � J II 1 IQ- i� 1►,r�►`'�O i�iT . t1 • � II � � II - v ! � • RECEPTION It j! ii / ill ' 1 i • -4 I I d 47 1lavE �'-�19 ELEV. WOMEN IL L__J it � r - SER'VICE %tav9s e- 'r 1 r-7 � 91 II -- ! --------------_.�-._-- -_--f-_-------------- 9 I I I - BAR 147f'�g - I I 1L'1& D - 9 FIREP LACE J L I I UJ C) i I r RESTAURANT DN dN r i I I UJ UJ 11 I I k w li I CI 19 I I I I ------------ --------------------- LOUNGE III Ll Iii I I I 'I ill i i 9i) � r -- �POW., III I _� - I �v� I-liHPDVk' , Lr UU Y,I11 I J1 I III III � U.1 - I[7 I III UJ 11 A LL al Q1 G NERAL NOTES Contractor tha the r professional s es her y�ly�c�" 1 . Any existing or potential encompass all contingencies. 5. Do not scale drawings. C problems relating to architec- Field coordination during 10. 0 denotes windows; refer to X tural , structural , mechanical , construction is imperative. 6. Walls Keyed in plan as follows: detail manual for window � fr { J.1 " �� ' .> (� plumbing, or electrical work Contractors bidding this work -- - - - schedule. Refer to sheets are to be reported to the must make reasonable allowances — - _to be removed A2.2, A2.4, and A2.7 for � � n. Contractor and Architect for unseen conditions, and locations of windows on immediately. new construction 2 � inform the Architect of any building plans. Refer to � 5 V � 6/r V 2. Contractor shall field verify discrepancies. existing to remain sheets A3. 1 and A3.2 for /� location of windows on existing conditions; any discrepancies with drawings The Architect and Engineer 7. - All dimensions are to elevations. shall be reported to the are not aware of any P Centerline, grids, face of Y• studs or face of concrete Architect immediate) asbestos containing 11 . All new cabinetry, countertops, materials existing on the unless otherwise noted. special wall , ceiling and - 3. inasmuch as design for remodel project and can not assure floor finishes and bathroom rehabilitation r uires the absence of these or accessories to be selected and LOBBY LEVEL DEMOLITION PLAN requires a. 3 5/8" metal studs are that certain assumptions be other harmful materials. specified in interior Design dimins�oned as 3 t/2" _-._---.--_ .__. made regarding existing Should any such substance nominally. documents, to be issued 2"1 s 0 conditions and because some of be encountered, the separate 1 y. Scale 1/4" 1 -� these assumptions Cannot be Contractor should stop 9. denotes doors, refer to s`',.' verified without destroying work and notify the owner 12. Refer to detail manual for Room � otherwise adequate or and Architect immediately. detail manual for door finish schedule. serviceable portions of the schedule. Refer to sheets NORTH loca tions building, the Architect cannot 4 . All angles are at 45 degrees ons and A2.7 for assure the Owner or the unless otherwise noted. locations of doors on building -: .. • e7Z",e,�lk;:��+=`.#:.:nsia7eK.e!7&.Yh::a�Sr.�,;_�Yi-,Dc?+�-.a�ts�!-:a`U-'.:`A�"':DSIn.�dBS.'? 'flRr�-_._-�74YA-=aa+�^-.aa� "F dk�: .�°�Y ='IFS=�ai 'Pfti. I I . y -- ELEC. TELEPHONE i • MECH. SPA POU2 6'L'6r TI r< • Ira ii T� I LAUNDRY � ELEVATOR WOMEN i - 1 Wzm' o �.�! ( MEN ELEVATOR _ FITNESS ELEV. DN EQUIP. i 6 I SET UP i 1 I � 6 I i w i P I CHEF I y c 1 i I t �'r✓'1 GLcY �i��GL� ; I CORRIDOR SKI HOUSEKEEPING CONCIERGE I i UU a C) < I ` FOOD STORAGE A I I I �I �? .I A OFFICE O RECENIINQ �2, �� i i TY' I I UJ CC w SKI I T I 1 BEV. STORAGE _ �� - _- POOL t l I III EQUIP. BAKERY Li je�l1 -# �i��f-� �J�I�T�� ��.+I� I OFFICE I I ' I..�r I,,P G�.0-� '1'I�►'IT Tt� �I�'� �1�9 fa � rkE�1 � --�-p I I T J0107ti T4.+I4;' .At _ - CIL'01, TI107'1c,G��G MECHANICAL LLJI I FREEZER FREEZER WINE 4 WINE COOLER COOLER d Job ILI� r 71G- — CD T L I III Y I t Yq!$ 1 1 GENERAL NOTES Contractor that the 5. Do not scale drawings. I- I 1 . Any existing or potential professional services herein 10. 0 denotes windows; refer to �. G�I�II�' ��� l-��`�� lei '��' �-��'ll`!� ��i �'�4� /���"f1��"r� h. 'C Q problems relating to architec- encompass all contingencies. detail manual for window Ui`L45rf-1 {2VAKF r-k re4, 2 (11 � tural , structural , mechanical , 6. walls Keyed in plan as follows: .� Field coordination during schedule. Refer to sheets � � plumbing, or electrical work construction is imperative. — — — A2.2, A2.4, and A2.7 for are to be reported to the — — — to be removed P Contractors bidding this work locations of windows on Contractor and Architect must make reasonable allowances building plans. Refer to immediat8l k new construction Y• for unseen conditions, and sheets A3. 1 and A3.2 for 1 inform the Architect of any location of windows on 1 �, ' �` V 22. Contractor shall field verify discrepancies, existing to remain w ;�''`� J 6X elevations. existing conditions; any t bi All 11 . new caner discrepancies with drawings The Architect and Engineer 7. All dimensions are to centerline, grids, face of shall be r Y' countertops, re to the Architect immediately. are not aware of any studs or face of concrete special wall , ceiling and asbestos containing unless otherwise noted. floor finishes and bathroom BASEMENT LEVELIIIIIIIIIIi 3. Inasmuch as design for remodel materials existing on the accessories to be selected and CEILING PLAN and/or rehabilitation requires protect and can not assure g, 3 5/8" metal studs are A2w2R specified in Interior Design that certain assumptions be the absence of these or diminsioned as 3 112'° documents, to be issued 1 made regarding existing other harmful materials. nominally. separately, i conditions, and because some of Should any such substance A2.2 R be encountered, the 12. Refer to detail manual far Room Scale 1 /4" 1 l-'©" these assumptions cannot be 9. denotes doors, refer to finish schedule. verified without destroying Contractor should stop detail manual for door otherwise adequate or work and notify the owner schedule. Refer to sheets serviceable portions of the and Architect immediately. A2.2, A2.4, and A2.7 for building, the Architect cannot A11 angles are at 45 degrees locations of doors on building . assure the Owner or the plans. unless otherwise noted. 6. * indicates that wall extends SYSTEM NOTES W9* Add 1 layer 7/16" glass M12 Not used. to underside of metal deck- WALL mortar unit to W5 at 1 . Steel studs are 6" 20 ga, studs fill all voids at steel deck WALL SYSTEMS W7 5/8" gyp. bd. extended u . W4* 3 5/8" mtl studs with 6/8" P shower sides. 1I#� 5/$" gyp, bd. each aide on at 24" o,c. unless otherwise with fire safing material and gyp• each side, 3 112" to structure, on one side 6" metal studs, noted. acoustical sealant. of metal studs and 2 W10 2 layers 1/2" Wi 1/2" exterior finish sound Batt insulation and. gyp. bd.) 2 • 5/8" gyp. bd. on 1/2" layers 5/8" gyp. bd. 1/2'" CH etude at 24" o.c. W14 112" exterior finish 2. Metal studs are 25 ga. at 24•' 7. Refer to Specifications (06100, system r p6 felt on 5/a" extended to corridor with a 1 1/2" sound D.C. unless otherwise noted- 06200) for Fire Retardant exterior 9YP4aheathing on resilient channels at 24" system on e" CMU. steel studs, with R-19 o.c. on one side. (Ref ceiling at corridor side, attenuation blanket and 1" refer to plans for sizes. Treated Woad. 2 Batt insulation, 5/8" "gyp with sound bait. gyp. bd. shaft liner (2 hr Y 9 D2.2 and D2,3) �• � 15+� Add 1 layer 7/15" lass 6 _ bd. on interior. (Ref D2. 10) rated, ULDES U438, BBN- mesh mortar unit to W3 at 3. Typical interior walls are W5 S. Tent all light fixtures in W5 5/8° 75076) . unless otherwise noted. rated ceiling to maintain gYp• bd. each side on M8 2 layers 5 8" "' ahowerside. 9 W2 4(1 with 2 layers 5/8" gyp. 3 5/8" metal studs. Y / gyp one Bids floor/roof - ceiling rated system. bd. on interior. on double row of 1 1/2" Will 5/8" gypsum Type gyp. bd. on CH studs 4. All sum board to T ' w6 112" exterior finish ' metal studs, with sound with i " gyp. shaft liner Fire Rated. W3* Double row 3 5/8"' Metal system an 150 felt on 5/8" batt, 5/8" gyp bd other panel 1/2" gyp. bd. studs staggered, with 2 gyp• sheathing on 1/2" side. (Ref D2.4) inside, with 1 " sound 5. Exterior wall system at Suites layers 5/8" gyp. bd, each ext. plywd on steel studs I II C� atten fire blanket (2 hr varies - see 1/4" plan (sheet side and 3 1/2- sound batt (Ref. D7 .3) _ `0 _ Ll Rated, USFCSL23-75) A2.7) for specific wall system insulation. Ref 02. 1 , (Ref. D7.4 ) information. 4 , aoL �4 t • ° SPA MM �I ELEC. Zo TELEPHONE METER # , 054 MECH. ' 4r0rr r0„ l'' I .0.. 2' - 4'0r'. PLATFORM G�i I � w�7'crt, rxc - , - 11111.41# �4e IN LAUNDRY 011 _ _ _ • 6'6" � WOMEN WIC MEN ELEV. I �C' r - REPLACE EXIST'G 'DOORS f o0l r G3e ,II pc�o�-I �� WITH NEW 20 MIN. io FITNESS �. � " $'4-1/2°" v�/3, I 8'4-1/2" RATED DOORS OAF 1 MaN (T-r 01 -- ------- ----- ' - - - - - - -- 1 ` _ _ - _ B - If `-`� `�' MASSAGE el._ Tlop �DN . .o G 'hG. EQUIP. Low ��� l �� - ✓{ � -- -- - - _,� - - - - rrc!�- - EI�fT- - -- -- - -- r ` '} i TO I' -j G 01 00 00 I f r I ' of - -- I i SET UP - - CS2 _N 00 01 ZqL I , � �� 3r8„ 20,7" ,8rr 0 04r a r O � 00 - - - - - - - it Imo,--s GDI`F CHEF � 7 -. i� Cl F lt�l� CH Tor' � Bxl0 �C.� � � M I' �T �r 0e� v VOID � 1 G�2 -_ �I.a�la� � � CONCIERGE HOUSEKEEPING J '�.� i v N i - o �� UJ C) = � � Q 01 ' ,N r A;2 - $ W 2 20 1"qi/ I 2. I , Mw� RECEIVING �? OFFICE 10 W FOOD STORAGE v� U MODE iXlry - � UQ<a w r�\ i� l .C'`I��- rt�``..,ti I ' 11y5'r7'� 9'V" �jN/�' 'iL'�� IN rrr�re UJ > T l`I~�l �. CAF T'pi- eGF ' ��12 �iElc- �G, t �Ifz�P BEV. -------- ----_-_ � fly . Ous It- NE E_-->�� o ® b Td +G c,efr'rJ1 ref. POOL EQUIP. / I Z. r B-A-KERY OFFI SKI STORAGE r r r t.L,J MECHANICAL W r r . -- -- - FREEZER FREEZER WINE _ WINE COOLER COOLER r c� i + CD 47 - - - - ---- - - -- 3- �,l N 3_ Zr, 3- r ,s r rr s ri r r, r rr 60 80 80 109 98 �. I 137' M r r r co 1 - - - - _ - co ENERAL NOS` S Contractor that the 5. Do not scale drawings. > Ljr 1 . Any existing or potential � �� �.i.>=.rrr►1wo►� ��Iy ��� �' �Y � C � professional services herein 10, denotes windows; refer to T problems relating to mechanical , ♦gam r Q }� �Irs. rJ Q C tural , structural mechanical , encompass all contingencies. 6. Walls Keyed in plan as follows: detail manual for window •� r plumbing, or electrical work , Field coordination during -- - - schedule. Refer to sheets i li d 1GJ'(t� Jl'i P� � L,{i`L , , ! ? k' construction is imperative. _ to be removed A2.2, A2.4, and A2.7 for NOT� I 0 are to be reported to the Q) Contractor and Architect Contractors bidding this work locations of windows on immediately.cmust make reasonable allowances T� - new construction building plans. Refer to for unseen conditions, and sheets A3. 1 and A3.2 for inform the Architect of any existing to remain 4. location of windows on - 5 5X � 6 6^ 2 2. Contractor shall field verify � '�(,:lZ G�1�,rJ1'�I� i-� j 'Ti.�i'ra ;..�V L. existing conditions; any discrepancies. elevations. discrepancies with drawings 7. All dimensions are to % shall be reported to the The Ar�ahitect and Engineer centerline, grids, face of 11 . All new cabinetry, countertops, Architect immediately. are not aware of any studs or face of concrete special wall , ceiling and g asbestos containing unless otherwise noted. floor finishes and bathroom 3. Inasmuch as design far remodel materials d cn existing on the accessories to be selected and � � � LEVEL PLAN A2 ,. 2 and/or rehabilitation ,squires project and can not assure 8. 3 5I8" metal stud's are specified in Interior Design � that certain assumptions be the absence of these or diminsioned as 3 1/2" documents, to be issued made regarding existing other harmful materials. nominally, separately. - # conditions, and because some of Should any such substance A2.2Cr31@ 1 /4" � ,�,0n these assumptions cannot be be encountered, the 9. denotes doors, refer to 12. Refer to detail manual for Room verified without destroying Contractor should stop detail manual for door finish schedule. LL­ otherwise adequate or work and notify the owner schedule. Refer to sheets serviceable portior4a of the and Architect immediately. A2.2, A2.4, and A2.7 for NORTH building, the Architect cannot locations of doors on building assure the Owner or the d. All angles are at 45 degrees plans• unless otherwise noted. 126298 i i 1 I I I t i ELEC. TELEPHONE METER • PLATFORM • I+ • LAUNDRY • • • .. • T�J *r4 ELEV. L V y''♦9 1 - I + L---------------------- I j � � __}�c�lt ��I`�Y I�'t � •-��jL�3 1d ��N�Jr�-�r'' c.Nl a I~.Jf�LI. IrQ �'C7L rZ I I I i i + I GARAGE W �,LA* I, + r7' I i i Aer i I I W CC w ff LLJ I I I I I ♦♦ ./may �._�-� II �\ ____��---------.rJ 1L---_ 1 I I I POOL + EQUIP, Z" 1 1 I � 1 i I � I I I i I � i + I LU LU I I II I II + + I II 1 I ' I lY CD - — - co I I ENERAL NOTE 1 , 9. � d®notes doors, refer to `— detail manual for door 1 O CL1 assure the Owner or the 4. All angles are at 45 degrees schedule. Refer to sheets r' C 1 . Any existing or potential Contractor that the unless otherwise noted. A2.2, A2.4, and A2.7 for problems relating to architec- professional services herein , locations of doors on building , , 0 ' tural structural mechanical ' S. Do not scale drawings. plans. w encompass all contingencies. © 4) .. plumbing, or electrical work Field coordination during [, de- are to be reported to the construction is imperative. 5• walls 'Keyed in plan as follows: 11). 0 denotes windows; refer to Contractor and Architect _ _ _ _ detail manual for window Contractors bidding this work �,/ immediately. _ _ to be removed 4 schedule. Refer to sheets 5 5 x 6 X must make reasonable allowances. for unseen conditions, and A2.2, A2.4, and A2, 7 for 2. Contractor shall field verify new construction locations of windows on existing conditions; any inform the Architect of any building plans. Refer to discrepancies with drawings discrepancies. existing to remain 9 9 sheets A3. 1 and A3.2 for shall be reported to the The Architect and Engineer location of windows on Architect immediately, are not aware of any 7. All dimensions are to elevations. A2111 asbestos containing 1 BASEMENT LEVEL DEMOLITION PLAN centerline, grids, face of 3. Inasmuch as design for remodel studs or face of concrete 11 . A11 new cabinetry, countertops, materials existing an the special wall , ceiling and and/or rehabilitation requires unless otherwise noted.that certain assumptions be project and can not assure �_3 p floor finishes and bathroom Scale !4" -0� made regarding existing the absence of these or 8, 3 5/8" metal studs are accessories to be selected and b l i l f materials. harmful armu conditions, and because some of other diminsioned as 3 112" specified in Interior Design t b h Should hou any such substance these assumptions cannot be S nominally. documents, to be issued verified without destroying be encountered, the tel otherwise adequate or Contractor should stop separately. NORTH serviceable portions of the work and notify the Owner building, the Architect cannot and Architect immediately. 12. Refer to detail manual for Room finish schedule. r GENERALNOTES 1 . Any existing or potential problems relating to architec- tural , structural , mechanical , �� � i�c�uMt R plumbing, or electrical work I 1iU�C7 �� are to be reported to the Contractor and Architect ! ` immediately. 2. Contractor shall field verify ti existing conditions; any discrepancies with drawings shall be reported to the Architect immediately. f (� 3. Inasmuch as design for remodel ...... and/or rehabilitation requires ► that certain assumptions be r j 'd ' • made regarding existing •,' ,,r- _ ? I� " conditions, and because some of • these assumptions cannot be • I • } verified without destroying F otherwise adequate or tj ` serviceable portions of the • y I,' • building, the Architect cannot ,• '� / • •I '�" ,1�� = Lip,assure the Owner or the • T • Contractor that the •' • • professional services herein • `. • : y (i� c ! • encompass all contingencies. �" . �• •, f� I f=ield coordination during F -� ' . r �. :•.; - + • -- �- -ti « " construction is imperative. ----- �.._�. _ .- _ �.__ •- `- �� Contractors bidding this work � V ��"'� • must make reasonable allowances _ of for unseen conditions, and � S inform the Architect of any I discrepancies. = The Architect and Engineer • - • " are not aware of any { ` asbestos containing ' ~ • Q���•� materials existing on the I pro,ect and can not assure " t _�` 11 the absence of these or • 25 PARKING SPACES -% 4� � ' +� _ other harmful materials. Should any such substance I •r he encountered, the Contractor should stop work and notify the Owner • 0 and Architect immediately. LjHfr- o1, z 4. All angles are at 45 degrees • unless otherwise noted. I � 1 © I' _J 5, Do not scale drawings. o 1 �• �'a 8. Walls Keyed in plan as follows: • � r to be removed new construction existing to remain � 7, All dimensions are to I� centerline, grids, face of of"• studs or face of concrete unless otherwise noted. 8. 3 5/8" metal studs are diminsioned as 3 1/2" ' nominally. w 9. denotes doors, refer to r r detail manual for door r schedule. Refer to sheets • A2.2, A2.4, and A2.7 for YWir•'I' locations of doors on building plans. f 1 � 10. 0 denotes windows; refer to detail manual for window -- O schedule. Refer to sheets A2.2, A2.4, and A2.7 for + ` locations of windows on , d r building plans. Refer to e sheets A3. 1 and A3.2 for � location of windows on �_— �^'� '�, I ` + M - r elevations. / _ 11 . All new cabinetry, countertops, POOL special wall . ceiling and �T �- floor finishes and bathroom �. _.. ` accessories to be selected and � specified in Interior Design documents, to be issued - separately. - + - - 12. Refer to detail manual for Room r finish schedule. -�� PROPERTY LINE � � �. ,. +Y` � ra r, f POOL a 1 0 ! Y• , �£!M.A. t'. N l ,• 11> a� T*0-k 7 0 ° PROPERTY LINE , .: ego m EU "' 3 } NO TH NO TH A J . 42 PARKING SPACES TOTAL LANDSCAPE /GRADING PLAN SI�'E PLA►A�V � A 1 .2 A 1.2 Scale 1 " 20'_0," Scale 1 /8* V-0" 120296 GENERAL NOTES SYSTEM NOTES SYSTEMS 1 . Any existing or potential 5. Do not scale drawings. W9* Add 1 layer 7/16" glass • problems relating to architec- W1 1/2" exterior finish mesh mortar unit to W5 at - tural , structural , mechanical , 6. 'Malls Keyed. in plan as follows: system on 150 felt on 5/8" shower sides. plumbing, or electrical work -- ° - - exterior gyp sheathing on • are to be reported to the - - to be removed steel studs, with R-19 w10 2 layers 1/2" gyp, bd.3 2 Contractor and Architect Batt insulation, 5/8" "gyp 1/2" CH studs at 24" o.c. immediately. Sz= new construction bd. on interior. with a 1 1/2" sound attenuation blanket end 1" ' existing to remain w2 Wi with 2 layers 5/8" gYi' gyp• bd, shaft liner 2 hr I 2. Contractor shall field verify y ( F" existing panconditions; any bd. on interior. rated, ULDES U438, SSN- 7. All dimensions are to 75076 shall be reported to the centerline, grids, face of W3* Double row 3 5/8" Metal Architect immediately. studs or face of concrete studs staggered, with 2 W11 5/8" gyp. bd. on CH studs unless otherwise noted. layers 5/8" gyp. bd. each with 1 " gyp, shaft liner 1 3. Inasmuch as design for remodel slide and 3 1/2" sound batt panels, 1/2" gyp• bd. and/or rehabilitation requires B. 3 5/8" metal studs are insulation. (Ref D2. 1 ) inside, with 1 " sound � I that certain assumptions be diminsioned as 3 112" atten fire blanket (2 hr made, regarding existing nominally. W42 3 5/8" mtl studs with 5/8" Rated, USFG6-23-75) conditions, and because some of gyp• each side, 3 1/2" (Ref. D7.4 ) these assumptions cannot be 9. denotes doors, refer to sound batt insulation and verified without destroying detail manual for door 5/8" gyp, bd. on 1/2" W12 Not used. otherwise adequate or schedule. Refer to sheets resilient channels at 24" • serviceable portions of the A2.2, A2.4, and A2.7 for o.c. on one side. (Ref W13 5/8" gyp• bd, each side on w building, the Architect cannot locations of doors on building 02,2 and 02.3) 6" metal studs. • assure the Owner or the plans. Contractor- that the W5 5/8" gyp. bd. each side on W14 1/2" exterior finish • professional services herein 10. 0 denotes windows; refer to 3 5/8" metal studs, system on 8" cMU. encompass all contingencies. detail manual for window Field coordination during schedule. Refer to sheets W6 1/2" exterior finish W15* Add 1 layer 7/16" glass • construction is imperative. A2.2. A2.4, and A2.7 for system on 150 felt on 5/8" mesh mortar unit to W3 at • l Contractors bidding this work locations of windows on must make reasonable allowances building plans. Refer to t sheathing t 1/2" showerside. ex , ext. piywd an steel studs • • -� for unseen conditions, and sheets A3. 1 and A3.2 for (Ref. D7.3) F"11. l.6H-r_' 5uiLT - IQ'S., inform the Architect of any location of windows on. SYSTEMS GfNER6L NOTES #I' discrepancies. elevations. w7 5/8" gyp. bd. extended up • 6or E� L ~� to structure, on one side I - The Architect and Engineer 11 . All new cabinetry, countertops, of metal studs and 2 HOSPITALITY U 1� are not aware of any special wall , ceiling and 1 • Steel studs are unless 2n ga. studs floor finishes and bathroom layers 5/8" gyp. bd. at 24"' o.c. unless otherwise • matterialscexisting gon the extended to corridor accessories to be selected and ceiling at corridor side, noted • I project and can not assure specified in Interior Design with sound batt. 1 ST LEVEL documents, to be issued 2. studs are er ga. at 2d- • the absence of these or (Ref 02. 10) O.C.o.e. unless otherwise noted- .. LGY +T, 3 other harmful materials. separately. � Should any such substance-------_ _-...� ___ - -- --- refer to plans for sizes. • A 2.5 12. Refer to detail manual for Room we 2 layers 5/8" gyp one side ! be encountered, the on double row of 1 112" 3. Typical interior walls are W5 finish schedule. SCALE 1l4'° 1 ,0„ contractor should stop metal studs, with sound unless. otherwise noted. ([ batt, 5/8" gyp bd other work and notify the Owner and Architect immediately. side. (Ref D2.4) 4. All gypsum board to T 4 YPe ..x", _ Fire Rated. v 4. All angles are at 45 degrees � 5. Exterior wall system at Suites z t'� F unless otherwise noted. varies -- see 1/4" plan (sheet _J A2.7) for specific wall system II information. 6. s indicates that wall all extends to underside of metal deck- fill�11T{ R�S T�IS,r .� - r fr � fill all voids at steel deck. !'IQ� I f with fire safing material and -- acoustical sealant. fif Cat - ' 7. 06200) for forcifFire Retardant Treated Wood. 8. Tent all light fixtures in rated ceiling to maintain - floor/roof - ceiling rated system. l rfiA- ! f '�o r UJ a UJ gas _ B _ _ H7 01 eii 1, - - I P2.1 - � �-- 1�f Z", UU -, �2.L 'YR6rarG -r�/Ii UJ i g 4 SAM l ` rn c0 .0 C a� 44 3 1 TYPICAL UNIT PLAN A2w5 R PLAN 1 ST THROUGH 4TH 2 1 T TWR�3UH 4TM LEVELS TYPI AL FLC3�C3 LEVELS A2.5 SCALE 1/4" : 1 '-0" 1 /8" 142.5 SCALE : : 1 'o" 11 i I t � t v IT " -IL-- Floor q24O I � � 77F TWA t Q let CN a fi, ^.' -_ it V) LUL L: Lj C) r i Q r I I ' l r � _ A jr, CD VIN CA t --- _ - - .. --_ 'c Existing Fa►urth Flp�®rPlan o 1 118"=1'-0" c o T- c.� Q co 21, 0 -- U ? LO µ . 1 - - - a. c 4 — F o t _ 0 LL LL Im co ,C C W' W � o a� 'u) Sheet Existing Fifth Floor Plan 1/87 _Oto - of +54.9 +56,2 s T G LEGAL DESCRIPTION That part of Lot 1, Block 2, Vail/Lionshead, Third Filing, according RkO to the map thereof recorded in the office of the Eagle County, +52.3 �o't A E Colorado, Clerk and Recorder, described as follows: O0 µ 53'4 / Beginning at a point on the southerly right-of-way line of Interstate T Highway No. 70 whence the most northerly corner of said Lot 1 bears 67027' 11" feet; feetalongthe arc of a3650thence 00footlradiusicurveright-of-way, totheleft5hh vaving O4 a central angle of 02°21' 17" and a chord that bears S 65°17 '41" W ,0,;;E =3650.00 P 0 B. �- +50.2 ' 02°21 "17 " �' 150.00 feet , to the northeasterly corner of Vail Spa Condominium #51.1 L = 150 .0! i' according to the map thereof recorded in the office of Eagle County, CH = S 65°17"4C +� W ' Colorado Clerk and Recorder; thence departing said right-of-way 63.0 S23002'46" E 178.40 feet along the easterly boundary of said Vail G R-( __. 5-0,070 _ Spa Condominium to the northwesterly corner of Enzian at Vail Condo- T �'� 1 y miniums according to the map thereof recorded in the office of the N Eagle County, Colorado, Clerk and Recorder, thence following nine 0 C "� courses along the northerly, easterly and southerly boundary of said Q G rte. Enxian at Vail Condominiums.; 1) N 66°57'00'" E 93.10 feet 2) S 23'03'00" E < s ¢ 44. 19 feet 3) N 66 057'00" E 21. 50 feet 4) S 23°03'00" E 16. 55 feet Ld `f 5) S 69 044' 54" E 40.47 feet 6) 7.83 feet along the are of a 5.00 foot ►- _j +48.6 radius curve to the right having a central angle of 89°44'54"' and a Q J / + 68.t chord that bears S 24°52" ?.7" E 7.06 feet 7) S 20000'00"t 19.02 feet 8) S 57°56"00" W 16.91 feet 9) S 66°57'00" W 114 .60 feet to said �E c, easterly boundary of Vail Spa Condominium thence S 23°02'46" E 17. 38 - Y �`� feet along, said easterly boundary to a point on the northerly right- �` Z ,.� line - �"��4� +65.6 � of-way of West Li�,nsheaci Circle; thence following two courses � y„d Z PAVED PARKING along said right-of-way; 1) 20.97 feet along the arc of a 289.00 foot 0 o E � radius curve to the right having. a central angle of 04°09' 77'" and a � 0 S chard that bears S �39'15' S1" E 20.97 feet ?) 230.2? feet along the Z N 0 f 1z art of a 1.50.00 foot radius curve to the left having a central angle O Y Cr LtJ C la�e�'� � ' of 87°56'19" and a chord that bears N 48°50'42" E 208. 28 feet; thence U X -J +56.5 departing said right-of-way N 79°10'53" W 80.94 feet; thence Q 0 11- 0 lS�a BUILDING OUTLINE AT GRADE ++ ,F; N 23 002'46" W 210.84 feet to the paint of beginning containing 40370 U J r Q 69,5- `y square feet, or 0.9267 acres, more or less. p M W,00 + /'� ' O / ,� J < FART OF LOT I IJ - w J ` s EDGE OF PAVE MEN � �+h a r s' � W 0 Q S , E ��1+53.7 IMPROVEMENT LOCATION CERTIFICATE � Z p J � -- araUTLtNE OF I hereby certify that this Improvement Location Certificate was prepared for � � � J Z C �'� r/ a9 p. MEZZANINE LEVEL _� Enzlan Assoeiales Inc, _ that it is not a 0- N ir - �' 1 \ land survey plat or improvement survey plat, and that it is not to be relied upon Z Q d O 'tO'^t �f. a� +52.6 for the establishment of fence, building or other future improvement lines. - BUILDING WITH 7 LEVELS -�� � OUTLINE O I further certify that the improvements on the above described parcel on this ��MEr22 E LEti�'C p p First Mezzanine, Front Desk Level Elev--8164.30 1, ST / WALK date, 3 !4 !87 �, except utility connections, are entirely {snow storage-2/24/89) within the boundaries of the parcel, except as shown , that there are no encroach- b, rn 1 ment.s upon the described premises by improvements can any adjoining premises, ex- 59.0 ` , cept as indicated, and that there is no apparent evidence or sign of any casement 73 �6. , c, crossing or burdening any part of said parcel, except as noted. 1, O A\- BRIDGE n,; `964.3 +62.5 CONCRETE STAIR D 4 8, WALK �.` STAIRS X932 / +6. `� STEPS �! EDGE OF PARKING FOLLOWS E � ` - +64.3 \. �1 QU _# PROPERTY LINE By c �� ,.' _ --. �� _ 1, land_ T'. 1,echner $f50 10• CONCRETE WALL FOLLOWS C;c,l�."radta P.L.S. 235Uf3 SVDE NARK �5'L�'�tip'' 62 - 4�� J 1 " PROPERTY LINE M a'"% + }62, C `aA. POOL ✓j Date: hk r 6 CID ` -'�` , DECK �. '�_�� _r .�... jh +49.2 1 V A I L A CONDOMINIUM O SHED, �� u2/24/89 � STEPS,'\ +622 _ ��-�." ti .. STAIR \ N 7'9 °10 ,5 „ � M ,y k ELECTRICAL TRANSFORMER- IO o CONCRETE WALL / g3 80 9,q 1 I SPOT ELEVATION (TYP) 0. I °16 I PAVE D d] d N6 � � I ,6 sjQ PARKING AND ACCESS EASEMENT 1 UTILITIES LEGEND. RECORDED I1l4/ 74 IN BOOK 2.17 , PAGE 675 4j p 1 S 23003'00" E 16 55 ' 4-) SCA L I " = 20 " �_y- s { BURIED TELEPHONE CABLES (2-1.5` aport) R = 5.00` 69° qq 5q 1 DATE OF SURVEY 3 / 4 /87 I 3= 89°4454 10 .- BURIED GAS LINE L = 783" 4� �� ENZIAl� AT /AIL -- 00ND0MINIUMS CH = S 24`52'27.` E ,R 4 0C? BURIED CABLE TV 706' �� _� OE, IMPROVEMENT LOCATION UPDATE <�.�����s 44,00 e _ BURIED ELECTRIC CABLE S 20°00'00" W, 19 02" �< p,.•'`` '' . ABOVE GROUND JUNCTION BOX Date:' � 1 41 Tr 57056 '00 W 16.91 � Leland J. �'echner Q 10 WATER LINE Colorado P.L.S. 23506r 't';. � 40- GATE VALVE 60 IIA E E 7F r'. JEM�',tf EIRE HYDRANTS .. EASEMENT DATA I N 66 57 00 E 44.00 2 S 230 03 00 E 35 80" td tC]I ,fy \, 3 S 76° 32" 16 E 84 97' ° 1` 00 Q_ 4 R = 150.00` r 09°3257 " L = 25.00' CH = S 18°03'19•'W , 24 97 ' 5 N 67°10 12 'W , 8.82 ° �.r - 6 R = 400 S=88°23' I0 L = 6-17 ' CH = S68°38' 13 " W , 5.58 ' �N¢\ 4 7 R= 137. 18' =68°22'20 L= 163.70" CH= S 58°37'48`" W, 154 16 ' o Ce 8 N 83 03' 38„W �'f3 55 te - - - R = 150.00' - ---- = 87056' 19 " R = 289,00' 1I T L. = 2 3 0.2 2' L 04°09,27 CH - N 48050'4 2 E L = 20.97 ' 208. 28 ' r a t. CH = S 89015'51 a 20.97 , NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within six years after you first 670 discover such defect. In no event , may any action based upon any defect in this stirvey be commenced more than ten years from the dato o, tht certi€{nation shown hereon. 1 ,P. • ,e - 'Y: �1 1 W 2 X1.9 • I J9-O -0 rl Ca �4'-�" 28'-Q`' Z I_© 201 0Je 1 APL 1q- 2�.yC�z `�fg� pc G. 1141 1..A1Zj, µcr u+u� ` eyy€, P>�9• -/ul L- �IISe oGtvp� �4 V x F�wT 4, � I u VIA AM 12 I b At7L 11 6- BE6 ,Er- 107 G8 ` 2wd�` dEH 'I6i \ �f: AL {'� 4 h I 1 • I _ , TLS. 2AL 11 L?-C- P&Q LL fIA•�fr' Fi rl-E _ oWN Up 25 lzr-:j.AL 11 LA OR IAOL ICS r s N �- - - - - U I �. J 1 A171L.. rl I� S. } 1 �!� -_ rl - � # ;;-•. - �j Imo- - _ _� • , r t. d °CzM ' ;' oUT51DE FAGS O QZ'7 u� FOUNPoNMON WALLr fM:LOW 1 av'e, e 4ono a l owe �• 8 � G � oo xJ� AL11 7-co . I -1� 4-, �eC�Bn �' .� - � �. �iL�✓ a ale' , �a f" N©T E•� 2 F.; h. I I FO R -r%( P I c �. ' ;m l 1 n�-i • C)Ge ►V•fi, p�+ lW y' �ZU LA '13 A-l-IA — PL A.,Q) i a �° s"µ CL vJl. � o4.1S UL'Tl..ILS AL9 w ��' ""' ww ' - J w> wzw oz� , .. - �bbvv) bn aw zw(n oc w } Ur)�= U0. 2 �j Ev wW< ©U o cc¢ . 1, L1 �00 Vi� �, t " l r Mien 0 Z W Ob -yL '-' x OIN_ Vol < boo �,.�+(tr v�•i ''r i may. y ' - ", ,. ... - . . .' I ,. , ., � • .. . - , yCr'tq��irie1��`r"Sr l�ry ' r' 'r a ,. .. t •• - t _ � i !'.'y"� • F'.._ '.r- - .,_<, _ __ __ - �-, .. ._, •. _. .'P�, ...,_ ... .,. - .. - _. .,. .-.... - a_ . .............. iJ_a... - •.-...L.'i..+.i-..;.-...,�i�.u_..-_..v..._..__. .....,..•...,i._,..._ .=r'-- ..��.... ... _ .. ._ _._ .-. ___. ._. -._ ...,_. ...__.__.1x:w.... . . ...-_ ,.. ._..« ..., . . -... _ - ___. _,._»_ ... ... '. - .• - 12K2Yb SYSTEM NOTES 24 ` W9* Add 1 layer 7,/16" glass , • WALK. SYSTEMS mesh mortar unit to W5 at W4* 3 6/e" mtl studs with 5/8" �i 11 << ' t� IwP?G shower sides. 1 . Steel studs are 6' 20 ga. studs W7 5/8" gyp. bd, extended u 3 0 $ 0 3 0 I=U �� ��. p'i 7E at 24" O.C. unless otherwise • - gyp, each side, 3 1/2" a w12 Not used. t to structure, on one side �° 6° 6' g' ^ 'I I" 7 W10 - 2 layers 1/2" gyp. bd. 2 noted. • wt 1/2" exterior finish sound Batt insulation and of metal studs and 2 j W13 5/9" gyp. bd, each side on 5/8" 9YR• bd. on 1J2" r- ----------r-------- - -- -� _ 1/2" CH studs at 34" o.c. system on 15# felt on 5/8" layers 5/8" gyp, bd. I I f with a 1 1/2" sound 6" metal studs. 2. Metal studs are 25 ga, at 24' � exterior resilient channels at 24" ill gyp, sheathing on extended to corridor I I �''�� attenuation blanket and 1 " a.c. unless otherwise noted- steel studs, with R-19 o•c, on one side. (Ref ceiling at corridor side, ! I W14 1 bast insulation 5/$" D2.2 and D2.3) q I I ! gyp. bd, shaft liner (2 hr /2" exterior finish refer to plane for sizes. / '9YR 3 with sound Batt, rated, ULDES 0438, BBN- system on 8" CMU. rbd. on interior. (Ref D2.10) I I 1 75076). W5 5I8" gyp, bd, each side on 1 I I - 119 W15* Add 1 layer 7/16" glass 3 unlesslotherwisernoted. are W5 W2 W1 with 2 ri layers 6 8" 3 5/e" metal studs. y gyp one aide ��`� 0 I ti f/ # `� w11 5/8" gyp. bd, on CM studs mesh mortar unit to W3 t Y / 9YP• We 2 la layers 5/8" bd. on Interior. " on double raw of 1 1/2" , t710. 1 / 1 I �j , with 1 " gyp, shaft liner showerside. 4. All gypsum board to Type "X", W6 1/2 exterior finish � panel 1/2" gyp. bd. Fire Rated. • ;.r• system on 15M felt on 5/e" metal studs, with sound I o _ 1 � � W3* Double row 3 5/8" Metal Y T bait, 5/8" gyp bd other � I I � � I Cp 45 I � inside, with '1 " sound studs staggered, with 2 9YP• sheathing to 1/2" side. (Ref D2.4) atten fire blanket (2 hr layers 5/8" gyp. bd. each ext. plywd on steel etude I NORTHI ENTRY = i 5. Exterior wall system et Suites side and 3 1J2" sound Batt (Ref. D7.3) P Rated, USFG8-23-75) varies - see 1/4" plan (sheet insulation. (Ref D2.1 ) , t I X12 I I (Ref. D7.4 ) A2.7) for specs wall system information. 4 i� * indicates th t w 71 extends - - wll to underside o stal deck- 1 g` t fill all voids at steel deck O , v' �� with fire safing material and P1.04 \ OFFICE ,4� acoustical sealant. ! • BAGGAGE 0 T 1 A 7. Refer to Specif-ications (06100, 06200) for Firs Retardant � ?T^ - I I i' . r- '� `• -,� zIZ Treated Wood. • f r I 0 8. Tent all Tight fixtures in 1 MEND I rated ceiling to maintain • ^ •�Q1 I Q floor/roof - ceiling rated system. • • �i LIZ f • F-- _ KITCHEN 1 ! WIZ f ��• Y i r f�Gf(A"Tt HEW / 1 �� ; ter r rye ryry 0 T • L4 11 .L �1✓!~•1 .7r� , . ',• � �`T T z yZ E ELEV. RECEPTION I' DESK I��� 7`�a ♦ �G --- -c • • ' �\ -� do ELEV. p .11 r W MEN t f�. 'CLOSET g - - -- - - - - - _ - - - - - - -- - - - - - - g - ' 08 I-�1 U P SERVICE h I C1VIL fir' ' (( �` R 09 A t _ BAR WINE G #, ROOM �- - a I - J IV P L t ,"` 1� FIRE LACE � �..�.�6� �C Q LU ' RESTAURANT I_.r 4 E o �I� u•, DN DN �` k 3 J � r z I I I i i � V t �a N �r {` �[y f L+ fi ° �q ' ° � ••J 1 (J J I� I � 11� Vi'µ o �} �y.� ?'h �"� �O 6 CC ' 1�•'��UY �F'4i�i 1 �1J" i IZ � I1-}' r) ,•III ,- �rfr. !�r~N, MpT' I1 , a f} • Nc INFO, TN��, ' LU -�, •�4 G .!� r' , 'fir, �' � � , i�o�; C.��It6 Its �Xlc2y'&{ 21•I , � E L W1 IHTIOR LOUNGE Zi l A RZ• r?10.I/y I ' 1'1 5a ����) 1•Y '11;y l� � }-�I�i� r I r r5' I I"' ,,w+r.�"+.��" _ 1� � 1 1 \ TT ` r C �j N LU • - - -- - - �._- . '�,�,� �• .1. r ;� / 16.1-10 F-610 t�N�l x1�(' wrlr� l , SOUTH uENTRI�' / n' low�L/J }. r Y I40, IN o 2. E I.2S W� �I�E ~IoVE / f�,a. It4T0 �. �'I.�, ee; /a�•� �Yl � T w�.LL , N .w root , f • ., i u T1G NE L Contractor that t g• 'a denotes doors, refer to detail manual for door - - -- - r� C m i . ' Any existing or patdntial� professional sery he I schedule. Refer to sheets PIVIPE 5,X1Gi"'C� WNI,t,! , 0 C t1f problems relating to architec- encompass all contingencies. ( bGJ( + To A2.2, A2.4. and A2.7 for �.D. IHTn � 'vi tural , structural , mechanical , Fieldi:000rdination during I��ft-� locations of doors on building WI��dW Gl� i�lt ( r J , , , �• * •> 0 r plumbing, or electrical work construction`is imperative, plans. are to be reported to the Contractors bidding this work '� i r ,� '�'� {�,��_ - V10 ,� •, Contractor and Architect must make reasonable allowances :5• Do not scale drawings, 10. denotes windows; refer to Immediately. for unseen conditions, and B. Walla Keyed 1n plan as follows; detail manual for window y q -7-3 �� .�ry{� S,�V�� inform the Architect of any schedule. Refer to sheets :Aj } PY I ""' 5 GG �� U�2. Contractor shall field verify discrepancies. A2.2, A2.4, and A2.7 for - �_•_.� T to be removed r existing conditions; any locations of windows on `. discrepancies with drawings The Architect and Engineer building 9 g Plana.. Refer to �(j '1' �I r.j :. A Y new construction t GL1�1/v ��� WY1► ! • shall be reported to the are net aware of an sheets A3. 1 and A3.2 for � f , location of windows on r Architect immediately, Asbestos containing existing to remain r 1 4 J materials existin on the elevations. V�y ��� ► 3. In as design for redodel` protect and can n9t assure Mk�p } l 7. All erlin ions are to •11 . All new cabinetr counterta 1 o '" ; ' and/ar rehabslitation requires the absence of these or Y, countertops, - centerline, grids, face of _ that certain assumptions be other harmful materials, special wall , ceiling �.4 >1 `� ,� •,�" studs or face of concrete made regarding existing -• Should any such substance r `� � p conditions, and because some of be enco ntered, the unless otherwise noted. accessories to be selected and Scale 1 /4' 1 '-0` 1[, � specified in Interior Design ':': ;xe, these assumptions cannot be Contractor should stop p g r }� ~- 8.. 3 5/8" metal studs are 4 ��Y► 'j� verified without destroying work and notify the owner documents, to be issued 1 _ otherwise adequate or and Architect immediately. diminaioned as 3 1f2" separately. I serviceable portions of the nominally. NORTH • i �M� � / �181Dj building, the Architect cannot 4. All angles are at 45 degrees i2. Refer to detail manual for Room assure the Owner or the unless otherwise noted finish schedule. • 1 A, � -•4^-T, R-�1 _ - :� t'f:�-S'r'i-�c"�� Z. I+ 'T is a za CO �1c riNl t-1 i'� is t-10 1-01, C4 L�V qa°!C LO E�CI�vf Tfi4 t-F��✓l' ;T.s*i' 10 l �Lxv; ° tIC?-+ 7r, Ti4 lea 1.rrJri �"',�-� r�'iG ��C l--a- ,4___ � � �yt�pG_� �i ( � �� - ' I _ _ ,. —_ s _ � ��— If>M �- ►�-+ WAl-•ice- � � _ _ _ _ _ .. ._. _ .._._ _ ._....... .. -- � __ 1 / ii.-�..► ' ' �� ? 'f"I`t0 Tb IIATY.H MAC RM 00-) ,� � I ._ � ��Tt-�c �l.fK1►.;_� M:'rnv et' > b - - --- d02 " Fps � l � I ,� `ti� � -,. c�V� fCxs�t,i6 I►{o '' -K-�-1�AL .� �""'� �i - ' =10 I , Fl,-F- 14EA14 .,4 �'Oa j(z ,/) (AN L-A Ps —IC-1 P- x r4 I I #. r-CL4 I Fes, G� . i i I - - ®r� -- -_ s' 2- AL, I,Wtt2 r>1 ''1 '� kl rI1J6 a , (�X G4 >~ 4 O 5 n ci( o e L� �, n d �.`Cheve _ 2. heaS \0� C�f ed C Z � a�6t6w � 1000011111111111IR Existing wall to remain. 0 (/V vv�Y New Portillon;3 5/8*Metal Studs with 5/8'Gyp. Bd. each side. Floor O �' e 1 n �n J .r t � ' -, Cxl,t Png wale to 15©removed. r 1 �1G£' y A - .• / - t �' wall to receive 2 1/2'thick sound attenuation { ` I blankets,U.S.G. Thermafiber or e S.T.C. X15 or better. quaff• wails to be i A- 1 Now'Full Hleght 1 Hour wall:3 5/8*metal studs w/5/8* type ')(gyp.hoard each side Door nrtrtt)o9 of k ' 4 7 tl 7 M � I ry c� .h; Jk; _ in 0. AV FIM G. Ss ;1IN11111 11111 STEM 7 j/J: Yt k r _ A , r , X12 Pendent Aj AL i r y�. r r " 4 Y P4 t! Y - -.�'g� CD Vi P 1 L I � ES 3I i � � -' •Y ipy�t I I � K { _ F r i tom, z i2 z LU 0 cr c� a DRAWING NO: y: E� • r i r: i e „ F � , r B , r r { f AA 7( 1 n r I� r a f t u d a u w,.. ,r..� .. - a - �I ,i C I Tt r i AiOiO i, jai MW MW F 27147 TV a�� a • A r •. ,r S • r. 5S Noted 0 By, Date. M 0 Ln A,, .j o CN , 1 i! i; i , Y f • r r • 7 G i • IC if Sys.-..r...�..„��..�..r..,°•-,,,.,-o:�.,-x,..���,-_ 7 SAO r w �'tiatx����������i�����:����� t r i nr Ir n il11 ii IMIN1 I i i r � 09tr rt�ii�i1rr��� � t 1,1 �tNr�r �jII � Ii 1� if+iCl 171,11 I r 1 r 1 A It pill 1rs�lr�i ��A �� Ill, 11 rrir .I.■IIIC ! I /1C /Ir 1 R11 11 � '1 1:111:101 Lr�r�i 1 r/1 A til�=■rE1f�1Nlr.� lii �1 II�II1IIIH, aoI[in 1N � Cil I'1 l IIIlCIr1 AACrl1CC11 IICI III AI CII IiIACIlII1111I1 #111 1 II rH 1 11 I1 IiA�I/r�l III 1'. r 1 r1 � r � lr IAIINI�' 111 : i 1 n 1 r i i r r 1 1 .r n r t Irlrrr 1 it Cr � r 1 1 11 i R 1 ! i1 ./1 11 r r■ RR 1111rri r. r III 1C:��IC� 1 I �. :ICCC ■ /. C� � � 1 1 r 1Ii� CCI� iICC 1C11�/�1r CCr11/ �.'! � ��C:�CC1.C��■ � � I .pp�, II lfii 1II1 1' EiI 1 i� I I:�I1 1"■1 it 111 l.1 1 iil 11 1{ 1CIC: ICI C CC II:"0�" " 1 C I I: r1� IIC 11 1' 1 1101 III �■' Cr�1�1rr 1 ��I 1111.11 �.I�I��I CI1 �C ���II���II��IIrI C ���f�1 �■11 111111 �C� � ��I � 1/ I■�� l�11 iMl■II�Ii���� 1111':1 lily 1 11 11 C:1111'11 1 1,111"11#1'1 1 111 11 11.1'1:1111=�=1■I/'i==:::1 'lll � 1111,11 r n� r // . r r lr■�I■u1�i/r Irs111 iI�I�I1I1111111 '!111 II 11 I1 � 11 Nr■1111111,1111111111" .l i r111I:1 iiIl11 1 11Iri !1011611 sir: 1a 11 11Ili pp1t `1 a� Gii3{{iisil=s,lii : +8' 1 lIl � 111 11 11111 � f� 1' 111:1�111 � 111.1111 �1:IIIII�:U:11�11�11:11 ■ 1 i 11a 1 1 1 llaa a : all 1: i 1 � r 1 ;. ■ r " n rrrf r r r " r r. � ='a . a�1;191$�1�l81a��11i .� .r1 In�; . 1 1/ .. Ilrr 1■ I �:dl : IIr 1■ 1:/ltr/l liI: l 1 r r/ "� rl 1 ' 1 1iI a i� 11`1 = 1 1: ..rlr.111:11i i lll ./ i 1i " :1lri:.r1, ■ If li1 r 11 ■. ■/�/ 1 r.1 ■1�E/rErr1 1 r11 1 : 1 1 i�1 1 11 1 . 1111111 if�1 1' �131111a1:1�: 1111C:III 111aa1r1 1 :11 a11111a11 a . 1 �{111rr1 as 11 �a l 111g�� al �"i !� '11 11 1 11a 1am1 :11 11 Cal 1 ■ 11rr r 1 Ill i� 1� �1� � �1 1:x11 �1 1i " �� 1:3 ■f i .a r/ 11 i ���1 iiu/ /1,�1,r■ a_ 111'1 11111 raa ■ 1 A `ir 1 1r ■ .rrr 11 u ■ . ■ s // " ■ n . '� :{�a �'� l�rli rr. .:�i ��6a�i�al': 1u 161sa11a 1111 ��1 11�9a1a�a �6i� ��� ti 11 I1ia1a1a111 11� 11 ��i � � ���� � Ri� � � ,1� � ■ "�■ / r ■r n E /. a 1 . rl r1 � /_ X11 !III ar I 1 1 1 Hill! r11.t " .1 i Ili 1 II :� {a I Inc a ail � 1H i1 n11 1111! 1 I�illl f � 1! 111 11I n n l 1 111 n 11 ' 1 1111 li 111111 In 11 x1111 1aill11 � w n I 1 1 rrrinlll I�1 1� 11 11 1 r 111 1 I � • ofr��i� Irr n r r u r r Iii. 11H r�n ��r!m r � i�rr 1� �iriTii�� ii � r � rr rrrrrrrr r r rr r � � rrr Ir rr rrr iir rr n Pill i, 1,r r� r� r n rr r.� ��� � ni r��Nr n �I" I ill rri Ill n � r 1 + 33 � t�ni� !r1 r riiirlt ut�rrr�l rnrrr r Ili rr =irr{ Il tlnil iii ii11111n� �� ��rr� n�r nrOrl rr r 1 � r nrr 1,r rr "111111111 n 1 r Ir iritntr irr r rr r � ��i ' iri e' n1f1_if �r�� R 1x1, 31 loll rl 1 'milts �t 1 1 rlr IAli11i!lii �p�t 1/� �1���� rtiM'1Atlll it -t �A of Irrriil��r�lIli,� =1 rr1 r A1r rrl 11, 1 riir ii�r 1 �Irn� Irrr��iriiril li ��iiiii riii� �tril I�1 � � 1 low t Ii1 ii i = r ' "t 11 r1 lip w i r if ii ii ni i�'� r ��i �r11rlInt� �� �� 'r1n = r 1rn�i�l0 Ir�`fIS111111II1 II1it Is ii' =r1 ii r1r t�rrr! u ri .; ii 1�`ii�t1M 11�11111Iql= � ` 1I1 I ii1/ . r Iu/r r n r / ./s t/1,r i ��rr 11/ rrr 1/ /■r /r;� nr/ a ■rn■/. .nnr./Ir/I rrrrnan/rrm .n■.r ■ r■.1/./.r 1 .rrtrr .w1 i li 1 '�:1 I N ! 1'i Cl1 ! 1 i■! I,I :111:1 r lA�.r� �I.�■1 rn /ril 1/� M : 1 :lee a 11a:1 � 1w"rll Ii�iC: fill =i r/ rrwl nrr . r � r r . 1, ■ r■ rr a n■in H imi :� ��� it �� Irrm��i.�� rrl: . � � ��e �r r� �I.I� a� r■.�. a.� ■ � � �e� .}��Il� r w. 11 110 11 1 11 'rl 11 a:lIloilo, ial 1I 111 r 11 Irl..y. 111rlrr r ril/r I,mr......lrf 11 uAri 11 r x 1 1 � Alt 11 11..1l�.....l....... ..l.1 ll..,..1. .............rl....... • SUBMITTAL SERIAL NO: 2119H-10 10-09-1989 PAGE 7 ENZIAN LODGE BASEMENT LEVEL FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 21 22DQ 386. 56 3. 068 L 1 . 00 0. 1906 PT 26. 52 ( 22) Q 414. 49 F=0 F 0. 00 PE 0~ 00 NC C120 T 1 . 00 PP 0. 19 PT 26. 71 ( 21 ) 101 401 1 . 097 L 2. 50 0. 1914 PT 24. 50 (401 ) Q 27. 72 F=T F 6- 00 PE 0. 0o DR C120 T 8. 50 PF 1 . 63 51 101 1. 682 L 7. 00 0.0239 PT 26. 13 ( 101 ) Q 27. 72 F=E F 5. 00 PE 0. 00 BN C120 T 12. 00 PF 0. 29 21 51 1 . 602 L 2. 50 0. 0239 PT 26. 42 ( S1 ) Q 27. 72 F=7 r 10. 00 PE 0. 00 NR C120 T 12- 50 PF 0. 30 20 21DQ 414. 49 3. 068 L 67. 00 0. 2148 FT 26. 72 ( 21 ) 0 442. 21 F=3E F 21 . 00 PE 0. 00 NC C120 T 88. 00 PF 19. 90 5 20 3. 068 L 17. 00 0. 2148 PT 45. 82 ( 20) Q 442. 21 F=T F 15, 00 PE 0. 00 FM C120 T 32. 00 PF 6- 87 4 5 3. 068 L 13. 00 0. 2148 PT 52. 49 ( 5) Q 442. 21 F=E F 7. 00 PE 0. 00 FR 0120 T 20. 00 PF 4. 3() COMMENT: 2S{ GPM ADDED FOR INSIDE HOSE STREAM,PER VFD 3 4DQ 250. 00 3. 068 L 14. 00 0. 4922 PT 56. 79 ( 4) D 692. 21 F=30/0 F 30. 00 PE 0. 00 FR C120 T 44. 00 PF 21 . 66 COMMENT: FITTINGS INCLUDE FS,2E 2 3 4. 026 L 6. 00 0. 1310 PT 70. 45 ( 3) Q 692. 21 F=68/0 F 68. 00 PE 0. 00 FR C120 T 74. 00 PF 9. 69 COMMENT: FITTINGS INCLUDE BACK FLOW PREVENTER ,2E 1 2 4. 026 L 14. 00 (). 1310 PT 88. 14 ( 2) Q 692. 21 F=T,E F 30. 00 PE 0. 00 FR C120 T 44. 00 PF 5. 76 COMMENT: 148 GPM ADDED FOR DOMESTIC SUPPLY 0 1DQ 148. 00 4. 155 L 78. 00 0. 1209 PT 93. 90 < 1 > Q 840. 21 F=2T,2E/28V F 100. 00 PE 8. 00 UM C140 T 178~ 00 PF 21 ' 52 PT115. 42 ( 0) PRESSURE AVAILABLE AT MODE 0 AT 1090. 2 GPM 127. 0 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0. 021 PSI wu,`w/ .w SUBMITTAL SERIAL NOg2119H-10 10-09-1989 PAGE 6 ENZIAN LODGE BASEMENT LEVEL FROM TO FLOW DIAM EQUI\/ P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 106 404 1 . 097 L 2. 50 0. 1256 PT 15. 54 (404) Q 22. 07 F=T F 6. 00 PE 0. 00 DR C120 T 8. 50 PF 1 . 07 103 106DQ 21 . 35 1 . 442 L 1 . 00 0. 1160 PT 16. 61 ( 106) Q 43. 43 F=T F 7. 00 PE 0. 00 BN C128 T 8. 00 PF 0. 93 102 i0ZD0 42. 31 1 . 682 L 8. 00 0~ 1928 PT 17. 54 ( 103) Q 85. 73 F=0 F 0. 00 PE 0. 00 BN C120 T B. 00 PF 1 . 54 PT 19. 08 ( 102) 105 403 1 . 097 L 2. 50 0. 1359 PT 16691 (403) Q 23. 03 F=T F 6. 00 PE 0. 00 DR C120 T 8. 50 PF 1 . 16 102 105DQ 22. 28 1 - 442 L 1 . 00 0. 1255 PT 18. 07 ( 105) Q 45. 32 F=T F 7. 00 PE 0. 00 BN C120 T 8. 00 PF 1 . 00 52 102DQ 05. 73 2, 157 L 10. 00 0~ 1259 PT 19. 07 ( 102) � Q 131 . 05 F=E F 6. 00 PE 0. 00 BN C120 T 16~ 00 PF 2. 01 23 52 1 . 682 L 2. 50 0. 4228 PT 21 . 08 { 52} Q 131 . 05 F=T F 10. 00 PE 0. 00 NR C120 T 12. 50 PF 5. 28 PT 26. 36 ( 23) _________________ 25 417 1 . 097 L 2. 50 8. 1870 PT 23. 99 (417) Q 27~ 37 F=T F 6. 00 PE 0. 00 DR C120 T 8. 50 PF 1 . 59 24 250J 94. 79 3' 06B L 0. 00 0. 0199 PT 25. 49 ( 25) Q 122. 16 F=0 F 0. 00 FE 0. 00 NC C120 T 3. 00 PF 0. 06 23 24DO 133. 35 3. 060 L 10. 50 0. 0779 PT 25. 54 ( 24) 0 25501 F 0 F 0. 00 PE 0. 00 Nc C120 T 10. 50 PF 0. 82 22 23DQ 131 . 05 3. 06B L 1 . 00 0. 1675 PT 26. 36 ( 23) Q 386. 56 F=0 F 0. 00 PE 0. 00 NC C120 T 1 .0{) PF 0. 17 PT 26. 53 < 22> 22 402 1 . 097 L 2. 50 0. 1941 PT 24. 87 (402) Q 27. 93 F=T F 6.{)0 PE 0. 00 DR C120 T 8. 50 PF 1 . 65 SUBMITTAL SERIAL NO: 2119H-10 10-0^9-1989 PAGE 5 ENZIAN LODGE BASEMENT LEVEL FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 112 113DQ 22. 33 1 . 682 L 1 . 50 0. 1974 PT 17. 90 ( 113) Q 86. B1 F=0 F 0. 00 PE 0. 00 BN C128 T 1 . 50 PF 0. 30 53 112DQ 23. 11 2. 157 L 9. 00 0. 0909 PT 18. 20 ( 112) Q 109. 92 F=T F 12. 00 PE 0. 00 BN C120 T 21 . 00 PF 1 . 91 PT 20. 11 ( 53) 111 409 1 . 097 L 2. 50 0. 1402 PT 17. 58 (409) Q 23. 43 F=E F 2. 00 PE 0. 00 DR C120 T 4, 50 PF 0. 63 53 111 1 . 097 L 8. 00 0. 1402 PT 18. 13 ( 111 ) Q 23. 43 F=T F 6. 00 PE 0. 00 BM C120 T 14. 00 PF 1 . 96 24 53DQ 109. 92 1 - 682 L 2. 50 0. 4366 PT 20. 09 ( 53) Q 133. 35 F=T F 10. 00 PE 0. 00 NR C120 T 12~50 PF 5. 46 PT 25. 55 ( 24) _________________ 109 407 1 . 097 L 2. 50 0. 1181 PT 14. 54 (407) 0 21 . 35 F=T F 6. 00 PE 0. 00 OR C120 T 9. 50 PF 1 . 00 106 109 1 ~ 097 L 9. 00 0. 1181 PT 15. 54 ( 109) Q 21 . 35 F=0 F 0. 00 PE 0. 00 BN C120 T 9. 00 PF 1 . 06 Fq' 16. 60 ( 106) _________________ 108 406 1 . 097 L 2. 50 0. 1278 PT 15. 83 (406) Q 22. 28 F=T F 6. 00 PE 0. 00 DR C120 T 8. 50 PF 1 . 09 105 108 1 . 097 L 9. 00 0. 1278 PT 16. 92 ( 1o8> Q 22. 28 F=0 F 0. 00 PE 0. 00 BN C120 T 9. 00 PF 1 . 15 PT 18. 07 ( 105) _________________ 107 405 1 . 097 L 2. 50 0. 1197 PT 14. 75 <405> Q 21 . 51 F=T F 6. 00 PE 0. 00 DR C120 T 8. 50 PF 1 . 02 104 107UQ 20. 80 1 . 442 L 1 " 00 0~ 1105 PT 15. 77 ( 107) Q 42, 31 F=T F 7. 00 PE 0. 00 BN C120 T 8. 00 PF 0. 88 103 104 1. 442 L B- 00 0. 1105 PT 16. 65 ( 104) Q 42. 31 F=0 F 0. 00 PE 0. 00 tIN C120 T 8. 00 PF 0. 88 PT 17. 53 ( 103) SUBMITTAL SERIAL NO:2119H-10 � EMZTAN LODGE BASEMENT LEVEL FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 25 26 7.068 L 5. 50 0.0124 PT 25. 43 ( 26) Q 94. 79 F=0 F 0. 00 PE (). 00 NC C120 T 5.50 PF 0. 07 P7 25. 50 < 25> _________________ 121 416 1 . 097 L 2.50 0. 1175 PT 14. 46 (416) Q 21 . 29 F=E F 2. 00 PE 0. 00 DR C120 T 4. 50 PF 0. 53 115 121 1 .097 L 5. 00 0. 1175 PT 14. 99 ( 121 ) Q 21 . 29 F=T F 6. 00 PE 0. 00 AO C120 T 11 .00 PF 1 . 29 PT 16. 28 ( 115) _________________ 120 415 1 ' 097 L 2. 50 0. 1283 PT 15. 90 (415) Q 22. 33 F=E F 2. 00 PE 0. 00 DR C120 T 4. 50 PF 0. 58 113 120 1 .097 L 5.00 0. 1283 PT 16. 48 ( 120) Q 22~33 F=T F 6. 00 PE 0. 00 , AO C120 T 11 . 00 PF 1 ~ 41 PT 17. 09 < 113> _________________ 116 412 1 . 097 L 2. 50 ()0157 w [ 14.36 (412) Q 21 . 22 F=T F 6. 00 PE 0. 00 DR C120 T 9. 50 PF 0. 99 PT 15. 35 ( 116) _______,_________,_ 114 411 1.097 L 2. 50 0. 1245 PT 15. 39 (411 ) Q 21 . 97 F=T F 6. 00 PE 0~ 00 DR C120 T 8. 50 PF 1 . 06 PT 16~ 45 ( 114) _________________ 112 410 1 . 097 L 2. 50 0. 1367 PT 17, 03 (410) Q 23. 11 F=T F 6. 00 PE 0. 00 DR C120 T 8. 5() PF 1 ~ 16 PT 18. 19 ( 112) _________________ 115 116 1 . 097 L 8~ 00 0. 1167 FT 15. 35 ( 116) Q 21 . 22 F=0 F 0. 00 PE 0. 00 BN C120 T 8' 00 PF 0. 93 114 115DQ 21 - 29 1 .442 L 1 ~ 50 0. 1115 PT 16. 28 ( 115) Q 42. 51 F-0 F 0. 00 PE 0. 00 BN C120 T 1 . 50 PF 0. 17 III 114DQ 21. 97 1 . 442 L 6. 00 0. 2410 PT 16~ 45 ( 114) Q 64- 48 F=0 F 0. 00 PE 0. 00 BN C120 T 6. 00 PF 1 . 45 SUBMITTAL SERIAL NO: 2119H-10 10-09-1989 PAGE 3 ENZIAN LODGE BASEMENT LEVEL FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY ` LEN/FT PSI _________________ 110 408 1 . 097 L 2. 50 0. 1125 PT 13. 80 (408) Q 20. 80 F=T F 6. 00 PE 0. 00 DR C120 T (3.50 PF 0. 96 107 110 1 . 097 L 9. 00 0. 1125 PT 14. 76 ( 110) Q 20. 80 F=Q F 0. 00 PE 0. 00 BN C120 T 9. 00 PF 1 . 01 PT 15. 77 ( 107) _________________ 202 422 1 . 097 L 2.50 0. 1249 PT 15. 45 (422) Q 22. 01 F=T F 6. 00 PE 0.00 DR C120 T 8. 50 PF 1 . 06 201 202 1 .097 L 13. 00 0. 1249 PT 16. 51 (202) Q 22. 01 F=T F 6. 00 PE 0. 00 BN C120 T 19. 00 PF 2. 37 PT 18. 88 (201 ) 201 421 1 . 097 L 2~ 50 0. 1415 PT 17. 68 (421 ) Q 23. 55 F=T F 6. 00 PE 0. 00 DR C120 T 8. 50 PF 1 . 20 122 201DQ 22. 01 1. 442 L 11 ' 00 0. 1267 PT 18. 88 (201 ) Q 45. 56 F=0 F 0. 00 PE 0. 00 BN C120 T 11 . 00 PF 1 . 39 PT 20. 27 ( 122) _________________ 123 419 1 . 097 L 2. 50 0. 1562 PT 19. 66 (419) Q 24. 83 F=T F 6.00 PE 0. 00 DR C120 T B. 50 PF 1 . 33 55 123 1 . 097 L 2. 50 0. 1562 PT 20. 99 ( 123) Q 24. 83 F=T F 6. 00 PE 0. 00 BN C120 T 8. 50 PF 1 . 33 54 55 1 . 442 L 5. 00 0~ 0412 PT 22. 32 ( 55) Q 24. 83 F=0 F 0. 00 PE 0.00 BN C120 T 5. 00 PF 0. 21 PT 22. 53 ( 54) _________________ 122 410 1 . 097 L 2. 50 0. 1512 FT 18. 99 (418) Q 24. 40 F=T F 6. 00 PE 0. 0O DR C120 T 8. 50 PF 1 . 29 54 122DQ 45. 56 1 . 682 L 7. 00 0. 1324 PT 20. 28 ( 122) Q 69. 96 F=T F 10. 00 PE 0. 00 BN C120 T 17. 00 PF 2. 25 26 5400 24. 83 1 . 682 L 2. 50 0. 2322 PT 22. 53 ( 54) Q 94. 79 F=T F 10. 00 PE 0. 00 NR C120 T 12. 50 PF 2' 90 SUBMITTAL SERIAL NO: 2119H-10 10-09-1989 PAGE 1 ' ENZIAN LODGE BASEMENT LEVEL ENZIAN LODGE VAIL, COLORADO BASEMENT LEVEL DESIGNED BY: HIGH COUNTRY ENGINEERING 163 BEETHOVEN DRIVE BLACKHAWK~ CO. 80422 9w- ' DESIGNED BY: SUMMIT MECHANICAL 5302 154 ROAD ��k�� GLENNWOOD SPRINGS, CO. 8160 p pi'' - ~ � � ^ \ . - ~ ' DESIGN DAGI8: 1 . HAZARD CLASS = ORDINARY GROUP 1 2. REMOTE AREA = 1500 SO FT 3. DENSITY = 8. 16 GPM/SQ FT 4, MAXIMUM AREA PER SPRINKLER = 130 SO rT 5. OUTSIDE HOSE STREAM = 250 GPM 6. INSIDE HOSE STREAM = 250 GPM 7' ELEVATION LOSSES ARE NOT INCLUDED DUE TO THE SYSTEM BEING INSTALLED LOWER THAN THE HYDRANT ELEVATION. FLOW TEST RESULTS STATIC 129. 00 PSI RESIDUAL AT 2000. 0 GPM 125. 00 PSI PRESSURE AVAILABLE AT 1090. 2 GPM 127" 02 PSI SUMMARY OF SPRINKLER OUTFLOWS .. ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE __- ____ ____ -------- _______ �01 27. 7� 20. 00 5. 60 24. 5(.-) `\ ,� '^/� - � / � ^ �r.�� ~^ ,�oseo SYSTEM NOTES GENERAL NOTES WALL SYSTEMS 1 . An existing or potential 5. Do not scale drawings. w9* Y 9 Add t layer 7/16'° glass r problems relating to architec- W1 1/2'° exterior finish mesh mortar unit to W5 at tural , structural , mechanical , 6° walls Keyed in plan as follows: system on 150 felt on 5/6" shower sides. plumbing, or electrical work - - - exterior gyp► sheathing on are to be reported to the - - - to be removed steel studs, with R-19 W10 2 layers 1/2" gyp, bd.j 2 Contractor and Architect , Batt insulation, 5/8 ' "'gyp. 112" CH studs at W o.c. immediately, =1.�.:.�__new construction bd. on interior. with a 1 112" sound attenuation blanket and 1 " ! j 2. Contractor shall field verify existing to remain W2 W1 with 2 layers 5/8" gyp, gyp. bd. shaft liner (2 hr existing conditions: any bd. on interior, rated, ULDES U438, BBN- dis panc reies with t drawings 7. ACei dimensions are to 75076). p the nterline, grids, face, of W3x Double row 3 5/8" Metal Architect immediately. studs or face of concrete studs staggered, with 2 1M11 5/8" gyp. bd. on CH studs unless otherwise noted. layers 5/8" gyp. bd. each with 1 " gyp, shaft liner i 3. Inasmuch as design for remodel side and 3 112" sound batt panels, 1/2" gyp, bd• and/or rehabilitation requires 8. 3 5/8" metal studs are insulation. (Ref D2. 1 ) inside, with 1 " Bound that certain assumptions be diminsioned as 3 1/2•' atten fire blanket (2 hr made regarding existing nominally. WA* 3 5/8•' mtl studs with 5/8" Rated. USFC8-23•-75) conditions, and because some of gyp. each side, 3 1/2" (Ref. D7.4 ) these assumptions cannot be 9. denotes doors, refer to sound batt insulation and verified without destroying detail manual for door 5/8" gyp. bd, on 112" W12 Not used, otherwise adequate or schedule. Refer to sheets resilient channels at 24" serviceable portions cif the A2.2, A2.4, and A2.7 for o.c. on one side. Ref W13 5/8" • building, the Architect cannot locations of doors on building ( 9YP° to each side on D2.2 and D2,3) e.' metal studs. assure the owner or the plans. + Contractor that the w5 5/8" �! professional services herein 10• 0 denotes windows; refer to 9Ym bd. each side on W14 ys exterior finish I encompass all contingencies, detail manual for window 3 5/8" metal studs. system on 8'° CMU. 1 Field coordination during schedule. Refer to sheets we 1/2" exterior finish W15* Add 1 layer 7/16" glass ll construction is imperative. A2.2, A2.4, and A2.7 for system on 150 felt on 5/8" mesh mortar unit to W3 at Contractors bidding this work locations of windows on p. sheathing 1 2" shower side. 9 on / side. i - must make reasonable allowances building plans. Refer to ext. pl wd on steel studs for unseen conditions and sheets A3. 1 and A3.2 for 7 �rt (Ref. D7 .3) inform the Architect of any location of windows on r discrepancies. elevations. gyp, bd. extended up SYSTEMS GENERAL NOTES to structure, on one side EMPLOYEE � The not aware and Engineer 11 , All new cabinetry, countertops, of metal studs and 2 � are not aware of any special wall , ceiling and layers 5/8" gyp. bd, 1 • Steel studs are B" 213 ga. studs asbestos containing floor finishes and bathroom extended to corridor at 24" o.c. unless otherwise materials existing on the accessories to be selected and noted. project and can not assure specified in Interior Design ceiling at corridor side, 11 d*"1r 1ST LEVEL }r with sound, )batt. 2. Metal studs are er documents, to be issued .t �, the absence of these or O.C. unless otherwise noted- refer to plans for sizes. Is We 2 layers 5/8" gyp one side A2.5 be encountered, the 12, Refer to detail manual for Room on double /2" ' SCAB : �+✓4 1'®ry work and notify th® Qwr,er Contractor should stop finish schedule. e row o 1 1 3. Typical interior walls are W5 A-_ metal studs, with sound unless otherwise Hated_ J � — — / batt, 5/9" gyp bd other s. A11 1 are a aF immediately._ `— and Architect immedia side» (Fief D2.4) b. All gypsum board to Type Eire Rated. angles t � degrees unless otherwise noted. `� "©I ._ -� 5, Exterior wall system at Suites 1 I varies - see 1/4°' plan (sheet It i A2.7) for specific wail system information. - 6. * indicates that wall extends — - to underside of metal deck- fill all voids at steel deck \ T ) with fire safing material and\ acoustical sealant. 7. Refer to Specifications (Oeloo,for Fire Retardant Treated Woad. �e;;r' a. Tent all light fixtures in rated ceiling to maintain V floor/roof - ceiling rated system. { ` I - n - J C 20 1 f -- e - cc LU r 1-e i f w 1 0 L-r- I,-,G� �l I . aR' _J UJ I !!! s• I i J�J 'T" - co CID CID L r e 1a C i � C3 �- } TYPICAL PI.AN A H 4TH TYPICAL FLOOR LAN 1 ST THRO��UGH 4TH� � 1ST THI�C3U�0 LE' EL� � LEVELS A2.5 SCALE 114" 1 `-'(}" l,\A2.5 SCALE 1/8" 1 '0" _ I i y ._.i I .. ,. r -; _-Y, I f—:�.' •' �. •!I #: '!�, .. _�' ', _- •E-.'�- •� ._ `4- w.= �.r�<°e _!�`-". y? t- �. �.-1.�`+I'/.r.,.ii• I M'.. ' ;I f _. , -g- - F . .-• L.. �. ', �„J/ G� ,< �I'h.� '�" !• r'�.�"r Y M":.3I� � ' ..� w /��1 --.` ,I t`-:.'�.,�Y�r�-'V•�I G"y;-"'-'i �/' Y 1 �'�S _ ! �� "T - -�� � � �"-:t. '�s_, .•,�,s,_ I ... 1 �:,� �} ' � i+tw.. _ ..:`',,'»�i .�.� �- •+=•`k.% � _ G �.� I i% ,-a'� I ;-" !%`k'I• .✓:, ;.Jr'�, �.. ,.t.:•-Y C..� JAI� I �" � -�'..�"�f _ �. _.►.f k � ..:E-� � .r•,_.-=--- r .�.- �f r ....r, .�• �__ - ,...�:.� 1,'� y f-R I I �,';�y'�t--,I � �. '�.�''=` r�t"j, �I f`'i a`}j;.�l ..P�_-.t;.� v� !,,�i'�-! � trl�'�L.��� - },�''i.�...+�}.yx,�jr � �yJ ?-j:,�- 'f i ,�i I�;�I''•� tom' I {{�•�_t,� „,7 Imo. � ` Iry -1 f!.y '''✓ .,:.+' IG�r -'�f.?� I'��' -'J (' %!: -t F Y!«+',.,�� .1 t? ��5�.. f_ -`k 1 ”? :i 1-> .-• 1 ,�, ,;:.t'�-':Y"J} f .::' ! 1 �'f I! 'r �y I Y I `�+ `1 t f` t.,a,� f �- ice. /' V�..t�kril "{ ._�� �::� i k- - '��,I''!' 1 1�=� r -I Y !'�� ,'`"r_.v'-�! Y i � - !,.� - ��'. � t• r'I_. � - L..7.} k.� 4'`' :.. .w.1.-- h� 4 / \�,! ...r i ! ! fr f a t I :.,j f'. '1 i r•r'_.. �% 6 f -+I Y"�� a Yea -•.� l✓1 rr I ' !' t" ! 1 r' -� r'-'�r" t."� . -: 4%�►'`��� -'�'•�. ..- 1• �" � � � .. ,. �. �°' r .� � ,..:- a �C.s.f._. �' �} x'1'1!.� .-. 1.� ,� 1 � r � �Y�rr�l if y • _ trCk' I s 1 (y 4yI • J n-- . f /y �` r<■�r<� ,.■. !�1I'■!'r r■.1: rrM r , "P R Iii r�„■.■` r r�r r■i r■ r a7■. r r•r r ■� NL IV= P■r Y y rln , SIMMONS, } s V f x 'r V Ir „ J — ■ =�fJ - I I,.� �. ♦ 1_-Y:1�. �_..L�a4 a-� ���^ r-_iF �'� -4 �..'q'4 .I '-1 r � e."}--... �. !I _ -1 > N { w ` r ■ 1 , 11 r - I f f f 1. ! ; I • ■■ - - - F r� {r /y- i' �l!' /fi .,,� � i.. d Y ��ti .. .... ! , ., ..r. t I I i t_`� ' E a , t t ■ p 1 _f r m 0 me imiiiiiiia rm■rmrNoimumrr•rr rlrlima 8imiii■riiiiigur r r� - ■ •, r' l fir, V. T elk- kk5 I1d + i 4410 t � = project no. / i �`• '� �� 11 � ".� :t�� � �;w., r , >`J • ' � F_ MEN 6 NEW 5 VMS■NEW r r rrrrrr>.r tr.■ rr� Yi�Ywrrrrrr�rrr■■ ■■r.rr�rr■rrrr■rj ' ■rrrIll Yr•rr�aMEN r rwaas�r NOW, date _ revised - .. 4 ` -rirr•r�rirr�r�rr•r�rr•rir�rir�rr,rr�rr•rr�r�aw�r+■r�*goo •�', i __ _ _ -- __ / ■ r + rr I! < ■ _ ,� , fit_ r 4 rIv 4� T r1 sheet e logo F III y Vill anon � 6.r L 428298 • - E�ti�S-nrJG� !NGO4"111JG SEt .JIG� R Y�vE. Exl'�r*INCavJEI� FiEf'lAG p1EL t_Q(y ,J • • E�I'S'f'1�1� '1�N1cL. r+�� 's _��-,I F•�1�IR��..' 815` REGv1JNEG'T ..�� � Ex 15Ti N„1 C+R�c.-+J I-r� "1'1••d4T" 1L2L To i5e riEptoveo Tb >,!z.Es-141n! ELECTRICAL NOTES —. t-AE W t3C)o 4i-"IP C.Gr�Dt�1'T nd. 1..:ICTi1rv(A • "4,1 N S715G�r.1N�iG"" �,�1.JIT41-1 . �ANSP,91C 15"4 C-M l�i6'IL-�'10E J CAN ExYLRM DF adlupIt+IG F.XI}s'"'NG �NT:;L= i-PS L4DC� ,��„� ��E�S, 1�lEr'ILa �. �►�1�.,r �/ �,-y�,� KJ I-L_J (F4Q'EL FAA �. ELE rTR 1 CAL CONTRACTOR SHALL VERIFY ALL CEILING TYPES WITH C1= I L 1 rrG � Gvr+rasNY r ti� t,E UIr , 1 �i-ti"+�; G ° �;; •� -c. CONTRACTOR AND ORDER CORRECT LIGHTING F 1 XTURE FOR CEILING BEING G 1..�. Ec i u+P►�+E+.tr .�. r-�t"t! •E� P I NZ:6 I;L I NSTALLEO . LOCATION ON OF LIGHTING GHT i NG F ! XTURES MAY VARY ACCORDING T© K4, E.r- f�� dorms U� C�SNt+t�G~' .. Ex 5�11�iC� Pw'�El.. GRID LOCATION. ELLCTR I CAL CONTRACTOR SHALL LOCATE LIGHTING F I XTURE Lis sSViL IP. t.g,o,,,1 orJl Frr T �Zc�p .C" ACCORDING TO GRID LAYOUT WITHOUT ADDITIONAL COST TO THE OWNER. , `�— �XI '+�'+ t .p rCI-+L� R5►wgL IExI�TItJ�I Ei- +,l.74" `iG E RL I"f0 v ii`D Iz Er-21"6 4 W/ NEL•.1 iZSa AEI... 1P-5Cc NE-T - SW,S-r1r �1`+"SFM SWI"'MH Z COORDINATE ALL ELECTRICAL DEVICES IN TOILET ROOMS AND COUNTER TOP EXI+� r'NdI CIr ,.;I'r5 d GraNN T 4' 4/0171/z"C AREAS WITH ' ARCHITECTURAL ELEVATIONS SO OUTLETS COORDINATE WITH < -To p�49I+J pbNFj_ "AK•" FSEpIAGES MIRRORS . BACK SPLASH HEIGHTS . ETC. • • Ex+S-rinll� €�!S�G�NGY Ki�t.. til . -rb gE VE-VVI 1p SAN "ip3" NEIL RWEL 3. DO NOT MOUNT TELEVISION , TELEPHONE . SWITCH OR OUTLETS BOXES I I `,G�'�NN -r8 TCGNNECT' ;E - N!<yJ !NEVI NEw BACK-TO-BACK. PROVIDE 181" BETWEEN BOXES WHEN MOUNTING IN COMMON • sCiS'T'! I G SZc l" TIP w, NfE I. rkh-NEt.. I WALL . • N!lI 6I qw,N L. E s rPililiC�"r T® C.p+ Qa I. ",4C_ f•'1 I I j/ E�X 1ffTI h+1Gl ALL BRANCH WIRING WITH RUNS OVER IDO FT. IN LENGTH TO BE MINIMUM � • WIRE SIZE OF #10 THW UNLESS NOTED OTHERWISE E . • • 4° 4/0, 2i/2G. r 3& 3, 1I/4 r-. I I -•REFER TO LATEST ARCHITECTURAL PLANS FOR : EXACT WALL LOCATIONS; I 225 I 1 x13p2�Sri DIMENSIONS AND CONFIGURATIONS; AND DOOR SWINGS FOR VERIFICATION OF r • III 15oG 4 i 1 ti SWITCH LOCATIONS. f ,;Zs I 35o n L--� AaNGs.. "1EM" (o.CO'ORD I NATE LIGHTING, SWITCHING AND RECEPTACLES AND ALL ELECTRICAL • ' I r,-) I (�� EQUIPMENT LOCATIONS IN ALL MECHANICAL SPACES WITH RESPECT TO • -to ►r161..i vwNiEI~ 'AA" t2S � �xr5"r'NG1 �a� raN w�3Y I�vEr~ ACTUAL MECHANICAL EQUIPMENT INSTALLATION. • jas tPvz "INCa IZScA--NN44 4;-t- , • A,' NESL-I 3P Z�sL>JrIP LP'i Clyde_,LJITWW �j,K�•IGM � � 7. THE F_I_E(.TRICAL CONFRACTOR SHALL VERIFY SIZE . 01,IANIITY, • P�*tFt�•1� L CIS-�'Ir.ICx `� LOCA L I ONS AND REOU I REMENTS OF ALL MOTORS WITH MECHANICAL , PIrUMB I NG AND ARCM I TECTORAL PLANS AND I ' SPECIFICATIONS AND FURNISH AND INSTALL CORRECT SIZE BREAKERS. WIRE , CONDUIT, DISCONNECT SWITCHES , �- JUNCTION BOXES , SWITCHES, VOLTAGES. PHASES, ETC. FOR A III I,J 2Z5 ( Etal{+ES2. I" —� COMRI_ETE SYSTEM. ALL EQU I PMEN 1' NOT F URN I SIH D BY OTHERS -> �t IS •Ii.,IG, G"T SSG. I„j/ r�irr-*Iil:t W I t_L BE BY THE ELECT R I CAL CONTRACTOR W I TROUT ADID I f I ONAL F-IGwsIIIA. COST 1`0 THE OWNER . MOTORS AND EQUIPMENT F URN 1 ``,11ED BY • HirsrI' N.5 C_ Cct;sre> L1> Q OWNER 51HALL ALSO BE I NCLUDED . I T SHALL BE THE 46 r 1515vr"G' RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY ALL MOTOR9s AND EQUIPMENT BEFORE StiBm! t-T I NG BID. �a,•�•*.s.•y ONE Y0,0 LINE DIAGRAM EXI TING ONE DIAGRAM - 6 MINIMUM BREAKER INTERRUPTING AIFAC I TY RATING T© $E I ] . CCD AMPS FEp••.•{ SYMMETRICAL UNLESS 'NOTED OTHERWISE . r i 17r.Sr N.T.S. PROVIDE MOUNTING HARDWARE IN ALL SPACE ONLY DESIGNATIONS. *� 10 .u4 10 ALL BRANCH PANELS TO HAVE CANS MINIMUM 5-3/4" DEEP AND 20" WIDE . Al �•�k4 i FEEDERS ARE SIZED FOR COPPER. ALUMINUM (SIZE 4/0 AND LARGER) MAY ' BE USEID PROVIDED THE ALUMINUM CONDUCTOR HAS AN EQUAL OR GREATER AMPACITY . AND APPROVED TERMINATIONS . IF ALUMINUM CONDUCTORS ARE USED, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH N.E .C. WHERE PVC CONDUIT IS USED A GROUNDING CONDUCTOR SHALL BE INSTALLEO _ AND CONDUIT SIZE INCREASED IN ACCORDANCE WITH N.E .C . 0 PAIMEL Na. VOCTAOE 120 IZ0 ,.+� PNAOS�WIRE OUNTED PANEL No,. '41S" VO TAGE�f � PHASE WIR! MOUNTED PANEL No.R"�VOCTAOE"T .Q f��l_� PHASE�WIRE MOUNTED - Z�1� �WG CU EXCEPT AS SHOWN ON PLANS , IN -, ALL 41IR1MG SHALL BE 3 /,4•" UJ TYPE A.I.C. YAIW -- LOCATION MINIMUM VOL AGE CROP . BRANCH TYPE^_�A.I.C: '.C�J�QQ_NA1lf �'R, �E#CATION yam, ��. ��'y,��p YAII!! t_-UC�+�jrp�NNL,yr' '�^,��y LOCATION TYPE A.t.c. �t�. �,; lur_.aca EQUIPMENT SCHEDULE , OVERE�l00RfEET�INELENGTHASEU FOR VOLTAGE 00 UNLESS d ZZ5 A d; E_ KR. WATTS 9%R. � e BKR. WATTS L1KR, e o BKR. WATTS BKR. o 'CIRCUIT WIRING _ W . w ea La W .o 3C z W „i ° a a W o W x x W " rl c O W 0 W OTHERWISE NOTED . DESCRIPTION X = X < DESCRIPTION b j F F ` o: DESCRIPTION < % < DESCRIPTION q r r >` DESCRIPTION % < Y < DESCRIPTION a a J 4 ALL BRANCH FEEDERS TERMINATING IN PANELS TO TERMINATE WITH COPPER CONDUC- Y O 3 - O O - >< O 3t Y O - O G 7 O tt Y Q O O 3 O Y { IL u r, TORS OR SPECIAL BURNDY TYPE COPPER/ALUMINUM TERMINATORS . adici. -111442 . 2 1 .r �,. : 1 1: r 2 2 1 1 - 1 - `1Gio - r _ ,y . t� 3 i 4 3 } 1 _ _ - ? s 1 � �c l 1 .� a 4 i Y i 4 ELECTRICAL ' OFFICE COMPLETE ELECTRICAL ROOM LAYOUT DRAWINGS SHOWING. + IS THE ELECTRICAL CONTRACTOR SHALL FURNISH TO THE ELE LOCATIONS . DWI T �-*' �► �s AND DIMENSIONS OF ALL ELECTRICAL GEAR PRIOR TO COMMENCEMENT OF CONSTRUC- 9 1 is 9 w 1 I 1 a 9 1 i (�_ w� 12 t1 12 1 1 1g 11 11 1 1 += TION., ...rr -_ - 13 1 1 f1 Cj 14 13 - - i 14 13 �1 rt1 1 14 1LS 1 - 14 to - 14 :¢ t I r,,. y tr lip, Within 24 hours after award of the contract , provide a complete list LU of all equipment to be used including manufacturers ' names and models. 17 1 .3 is 17 I • 1i 17 �. 1 v ,� , Q 14 1Q 20 19 1 .{� 20 19 . 21 1 ��. .�., . 1 H 22 21 h i� P . x Provide a spare diffuser and/or lass far each light fixture type and 2 {p .e i ?F '� "tir - �.�► 2 4 2 3 2 4 2 3 1 v •./ 24 One for each additional unit for each ten fixtures- 23 The quantity of 2LS _ .r 2b 2e 2e 2i - 1 12 6] any singly' type shall not exceed 0 27 24 2T 28 27 120 29 Q 30 26 - 30 29 r. ..� ao (8. r4TeT�TE {7 39 _ 2 31 2 - 33 UQ �+�� „ I I 1 34 33 _ 3J 33 34 _ 34 36 �', . .... fir,-yam 1 C.X� 1 34 36 NIA 36 37 4 {/7Q 3a 37 3T -' 40 JiCL 30 PCC 1 40 3g 3p i0 41 , 3 4a 4 4- - - 42 EI! N1 11 (� -;� CONNECT€D TOTAL 17` AMPS. 2aGIt`1!r: Il-f CONNECTED TOTAL AMPS. r �- CONNECTED TOTAL AL1P8° - _ - ,._' ac E G rr9ta rl �fic�E''I t7l.C? PWI-L 55 \IERIPY 4LL v ,'bti� CIRCu1T5 PANEL No. "Ag- VOCTAOE '1'-0 ���� PHASE WIRE MOUNTED PANT t Mo. �VOLTAGE jam �G� + 3 PHASE d4 WIRE MOUNTED PANEL Na..�'�►81:TAOE���� 1 3 PhtASE�WIRE MOUNTED PANEL No,��VOLTAOE PNABE�WIR:�)t1R +� MOUNTED TYPE _ _ A.1:C. 1b,00t� MAIN 'a KM 10c_)" LOCATION TYPE! A.t.C: 10, -)CO MAIN DKIt 2ZaZ� ., LOCATION TYPE A.I.C. 10,0900 MAIN ��A LOCATION TYPE A.I.C. L Q�^?Q_WAIU 1JE&2JE LOCATION Uj .- - WATTS BKR• WATTS BKR. WATTS BKR. 0 1SXR. WATT_ S B%11, ri o BKA._ o o BKA, o o BKA_ o Z x 2: 6 d W 'b' W z 2 W ♦O hf C7 a W 4 W Z Z 2 • a w DESCRIPTION. "� e W a OEBGRIPTION 1 < w < DESCRIPTION, DESCRIPTION ► w DESCRIPTION w a a qC DESCRIPTION t` < ,C q e w w U 4 s w r rL o < < w w J < < a d J W +� W DESCRIPTION M' D€SCRLPTION W W ►- }C O 3 - Y O Y 0 3. O X Y O �. Y O Y O 3 O Y Y O O Y O - 1 O Y Y O Y O Y O I G Y 0 0 T S9 1 i s U Y 0 U v , U -A 1<' < d IL v Zo lE .i I1 v to s s 2 o a < < a ; i < 3 f r >C < o 1 20 IZ il,IE.W C)Ur.ETS 0900 1� NI=W L14ATS 2 3 1 0 no a N 4 3 4 s 1 i _ 4 3 1 ZO 1Z r Oo I a4 i1 a +a M �.. I/ _ i a - s a 1 i a + ZO f2. o 1+ IZ o 7 I .I 1 1 - ..• ✓ i r i 7 t s 7 1 zo 1 Z U4C1 E► 1f� - �,. 9 t o 9 14 0 1 ?O 12 00 'W o 11 17 t is r- s 11 . 1 uj I r, . 0 � I it ; 12 13 '`,'is�cr" 14 13 1 40 zoo + 14 13 1 = 17. „ 40115 ,+ IZ �; 0 14 11 * - 14 13 - t6 1! is 1 1 10 16 1 '7O I 1r iil 14 ate' I 1 s 1 ,r,, t, LIT - .- 1• x� {� 3 I� V 1i 17 1S 17 t . Z.o 1i 17 1 . ZU ICOO 1' . 11 `�(� 16 ttf -✓ 19 20 19 jc� ' Z" 1 20 7EI I ZCJ D I 20 v M Ip C 1 Y - 2° 2 1 22 2 1 I 144 uj 1 22 y� ,r� 23 24 23 2♦ 29 _.._ - - la4 33 I 7,d 24 a, C to 25 # 26 25 20 25 2e 25 1 L) 20r 1 2e _�f4 4- 27 26 2T 26 zT - 2e 27 1 'lp - 1 3 L�Aig 30 2p. I30 29 1 ZU 1 30 ,� _ 30 29 �3 2® 4 2 3 1 2 ]1 2 3 1 I 2fjC7 1 x 31 1 „ 33 3+ 33 34 33 34 33 1 20 ZV 1 34 Ia - ii 3a 34 1b 34 35 1 2p 2.D s 34 - - - - 3 i— --a-M 37 34 37 38 37 I 34 37 1 ZO 1 3S °, 40 39 4G 39 - - 40 39 i 40 41 42 41 1 OW t 42 E6., 1 - . CONNECTED TOTAL i AMPS. CONNECTED TOTAL AMPS. �� �i1� ,:� CONNECTED TOTAL AMPS. CONNECTED TOTAL AMPS. .� c. �+�, 2 NN1:�'r sxl5'�'I►�GI GIt�Gt.11'r'S �a1 -rr� G. g or . v rz -r x1s-- G1zc.; l- a zr�1.r c >zr�+ �.- kE CE5 ix14T1W,-, VANGL. Lpl RSo+aNECT F-xt5P,4<I Ct�UIT`7 TL,AT NE,. r�A.1.1E1... "4►G" B1z5b w_7 5'ZB GrsD ;.Jiw rr.. `aZ ]+�tJE f To ►,)eW F'1aW6L. F,M I►.I FROM x-17 PANFUL, VERIFI �XIST1kJCI C 19Cvrj'S AwQD f ~� PRc_/IraE CoRRsf_r 5REAWeR WIRE SIZE •s. ° u. t i I i — v Ek I SAS r rpm E� EX-1 ,r d4 ease .O / T-23 r' t 7 FU Ei� e•y L eA� I­' ' O fl ...4. 2 2 ,7 Y 15 uJ7 V r is T 22 �2 0 a � SUITE SUITE A r. ` } r D Ulj p M ,< 2 T 22 ti 1. �ic �-rirJGl L,.t,H.r' ilyc'►"W�R�S —rc� I�r++talr.� . � �. i�MOI� 14L.L Lli�mlH'i"iN� ! "Irt'TL.JRES �I�"'r �Cr"II`�frt " i a to C CR CtQ +C C 4iy NEW FIFTH LIGHTING- u c, z M mill f :�ar9a i if r t 1 *r -M> ExlST�Nrm F'2E Br-3 17 4�G�►''I FitaN�s.. a � 1 -- I"G . Tp T ZOO tr � /' a ; . `� + F a ' 3'P ; 10) 12 co cls r` '. Car �. 513 ; �" ! 010 OAPA N AL �F c 0�,0 1 _ -- A) -rcrzr-lii%�nL_ , ui r AkE SUITE SUITE T --SEE Nolre=lp2 .. .. SCE V uJ cc Flo 10 ui > 'r'Et.Zr--�i�0� r��►� ,r � P10 3 feel r� S3' ; f / 1 T T Z14 silks uml ui` F e NOTrlS '�. V�1'LIFY �3Cl�JT L.fi'iC,/E��ON PF 1=WrJR. C�t.tT�, �..Ii'INt '2. PraADE SH,&Lt�Z J 30-A� Po'R A_L. G tLJIT"R, iN ""L.- �o NEW , DO z ' - POWER � � E5m 1 cc Cm o Cam, .G�EfB.c .KY-l,"�Y• $?moo. 'S° fR�iarc4�Y .�44�'!�+$!7�; �?CO'a.�9�.o'sPJ£ila�s�F.ax.^W?abYatX'?k� n ?Tt. s#?rG, in:&d#k�. ." ' `Y.6 ?:R%^DUX:. ti�'ki£;.:RV �, <•mF:a�.4': &sai,1124`.�rA;Y'�ly ,✓•u �a" 7k.�,�F�ir^`R'.YU&T�.. WIRES TO 6E INDEPEENDANT OF CEILING SUPPORTS FIREr RATED BATT ON TOP SHALL TIE WIRE - ATTALHED TO EXTTENO 6" WIDER BOTH SIDES FIXTURE. SEE SPECS, �.. F r OF FIXTURE WIDTH. Sf$' X 17" X 4$" TYPICAL OF It, GYPSUM BOARD - �;.�_ CEKLLNG TIE WIRES TO NZ {� �t 1• �i-. ,�t $TRiuCTURE ABOVE. • I� ►. -u'ei �R LAY-IN CEILING C r..-TIE WIRE TO SECURE BATTS TO- TIE WIRE TO CEILING GfTrHER MAX. 110'O.C. GRID. TYPICAL OF 2 "I 11 FIRE RATED BATT SHALE. I %% EXTEND 6- WIDER BOTH SIDES 04 1 :,I, \S OF FIXTURE WIDTH FROM TOP POWER FEED BATT TO UPPER FACE Of CEIL- TO FIXTURE _ 1 1 U NOTE— TEE+���' TEE RUNNER OR SIMILAR MEN- FO-0-1b TEST WIRE HANGER AT EACH I � CORNER OF FIXTURE (TOTAL OF 4) t BaANE FOR GYP BOARD � 1�� CEILING. �h OR I CADDY CLIP 515 PER SIDE 1116 (TOTAL OF 4) CLIP ' ® RECESSED LIGHT FixTURE f CEI!L'INC TYPICAL ALL MLD FLUORESCENT 81 INCANDESCENT FIXTURES � S/r" It ti11►` x 24" GYPSUM BOARD 5/8" X 2" X 48" GYPSUM BOARD. ` -�I /� ` �+ r ROUND RECESSED LIGHT FIXTURE DETAIL (EACH Elio) LAY-IN AT TWO PLACES I A RECESSED FIXTURE URE SEISMIC DETAIL • FIRE RATED BATT PROTECTION LIDI�T FIXTURE • DETAIL BASED pN'�CDNWED~I If4' THICX LIGHT - MINERAL WOOL BATT, U.L. TESTED 6 APP VD. FIXTURE NOT TO SCALE INSTALLATION PROCEDURES NT [DETAIL FOR s PREPARE FRAMEWORK To SUPPORT FIRE RATED BATT. SECURE TO TEE RUNNER OR SIMILAR SUPPORT AND WITH TIE WIRES FIXTURES ��// L STRUCTURE ABOVE AS MIN. 6 dBEYOND HE 3- CLExRxNGE FIXTU BETWEEN BATT ANo TOP GF' FIXTURE. j N FIRE RATED CEILING • PLACE BATTS 7q EXTEND MIN. B' BEYOND THE EDGES OF THE FIXTURE, • SIDE PIECES TO EXTEND FROM THE TOP BATT TO THE UPPER FACE OF THE CEILING MEMBRANE. N.T.S. - s SECURE BATTS TOGETHER WITH 96 GUAGE TIE WIRE MAX. IB' O. C. r • FOLLOW SIMILAR PROCEDURES FOR GYP BOARD CEILINS$. HOSPITALITYUNIT • EA/*RpVED STiTEMI OFIfIiCTUI1ET PROTECITIOt6 WITH MANUFACTURERS INSTALLATION PROCEDURES FOR U.L. TESTED AND 1 ST LEVE-1 E SCALE: 114" 1 '0" G � r CN*•!EG.r TC7 -� � T• T 0 0 � E k I�T i PSI lst 1�rdE L ' 2 r ' ♦ y j � v r VVV =t cr AL ,+ J'ST Lev C'L., O�JV..,Y � � •~ •�rr�'�,•�� I: 1<t�+G..�.st'E>7 t7*z1a►�,.1�NG "'�t'+I'S � C�4�p�Q� TS 1 T' T23 - 0 �IT�Gei 12EM'ivrCD `' T 15 j LLJ _.,_—R>IF*''�V� �x15-'?rJG Vie:.-1..1r`It�IG►-rT' � � �- REI"Ip'�✓E ��t��...'y�l R�GE55�'3� pt.,lp I-.i�r�rJ� --'" UGN�►' 1`I�C`r>J�5 IN C�'RR.!�R T 1 -ro E I ST, C,.v+zg, slow rz _j lit L.TGI, MKT. a c -14 1 v TYPICAL A'H I a - _ ELECT. r :_, _ 1.cr. J� . µ 1 S T T H R00" UCiff- 4 w`H LEV;=' E TRIO LEVEL •, r J - SCALE 1/8":V-0'1 —0' 0 aN[rif t.. +rma :. - r..c.-aw --s, iswiyen' n�Or+,o5iccI4M4w;nyaaaP�Ft�rNRMkeYliikwf"�PIf " ,, - .:�' a�., xrs'..7e�aoe,.roRW.w+a9.-F.-^t."+�rf+�Yl�+�.9Caaa�,.•tnvea�-r.,..-...T...aa.w+�=.-.s.. .:�.s,-a.w:aue.. �.. .<a.. 3a. .. r ,.._, .. . .... a.. .ra.«e:>a�- r - s. .x �. en. . �, 7 ��R. < :. "a°' M1A�,+- - t.EC.w �� :«..' ' w25�5�£ ?�raX�Y,•�"". �'?s �ew6.. , � .oaf"'. � i -. E .. rte. i Fes'. .'.. '�&v �:^ ".. ie5e 'i�^ ab5�§ tk�• fi .�-�ieBiW�feK3� �aCi�Sf � .. - w 7 At CL 9 m jj d I E PJ�. L - f TO y r_,Q CC,140 `. CaS �FEs Zc- x�15 T Tl- --t© I T 7 T-5 J < Uc, P , �, �, W.. t. To SIMMERo� Boa TfizoL C� CC,14 T� q rC,IO g� NAL .•�� R 2 OF 0v.0 � � 7 .__ CoN i--4W 'V0LTA� -CAr6a-5-(TYF o 1 ► �T �� 3 szu� ` I T-- r T-al 2 oN° �IGNTfN� �� T~1 ° , • Try era rl ►ie�D, W �s� To 74(Q To �, FOP, Lave! \10t-T (46 L 14 HT0 JG � W. IiEE MANUFACTURER, I e)T&L CAFL..ES AJv L.3Gk -S A pER ��� eU L1-E,c ��AL NoTFS �a . fELEC.TRICAL �NTTL&i(JtoR BALL VERIF' 4+�D RSUr7E 4LL �A�I���TuRE�, DR�wi�Ic�� W k,�I.1 �oj W I RE � CO*JM%T- 2 �u�cT�e C4L. Gait TZi�c."�b¢ laU.. R� E OR f EF-J$G � V`�MEIa�[ I.Jc� I FIti14 R �f�Ek . 61. A E , Q, N© �avjKj $0 � � LOBBY LEVEL PLAN - LIGHTING � � E3m2 T DR P,EL14�D �trlC RECO�JU�G"�Et7 SCALE '1/8 : 1'-O" - -v, :._..�. .. .. -... .. ._ .. ... .-, .. .. .. .:.•-... -:;.. .,.:-:�..�, �. ...... ., .,zxc;r'+�' ..,•rqe.s.-eS.:,:..re:+a�„rG•a:a:*n �s.�n ass r. .... .'.'..7Y�?,wy.��,, _ n - '- = f'E � tlR'•6.^'J K2+J4'3t;.«eRY1ti^ki°F#++r.:.:.a..,.hf�.�-`P.�!:A a00dS�'.a�..�"_ .. _ --_ e • 1 ai8?Y!1 • UJ 1 lu 0 i ! / 1 ' ~� i _ I _-_ ..... -•�.._:.•._......-...--...r:_-..d.w..o:. --_ ._.•.ti�...w.�..,.w..:...w....,.�.r,»,,....,,.:.,.,..,....,,+.,•..,-...»..:...a........w,:...,.w..,,.-...,.,.,bw....:.::....w..yww<.<..wim.:.w;« .,.......w,.w......r,.,•-...awasw.. ...,.,......o....w ��a_ V.._._.a......_...-.�w- _ _..« - 1._...ra.+.... w.....w............,.,...,..r �.va.....w.,>. � ....�. ...!...-. .. ._.............. _. ........ ......__. _ � 02 < V) LLJ C Loo , + III ' is k qq , E CA } NOTE i I 5 ¢ ? �r< std rEr a cc- OAIAL , _ w 111 r--• ...,_.. _..__.......�..T � '� � - .. { i OF coca S 1 t L d i f i 1 1, ; r e . r i a i a ,i , 3 w— I •I / I ui -4 D \b/ l uv LLI i j.j_ �arc��cA _ �,:,•", � �,La SGT R c�,�►'�- N �� a�Az ' r} I ALL 5.LGcTRtC4,L SQQ%PMEMT IN -NESS AREAS ',WALL , ALL �K S�, �CU!�, Jdj ��o � a � L '�� R�MOVE7 ~ REMAtQ EXCEPT A� IoW RE_-ONNE(j To �yEv\J I�IAQF_L. Wad E N RF.QUIRE5 AT GSR Air ASSUM 710v) , � MAOC � u X544 T� T � '� .w E3m 1 COOAC7t1JAT1©� C)ORN� NEW LOBBY LEVEL PLAN .� POWER 7- nn AKE cma-M! Ca+J�irR �T i oil t 5 I M F'ER ATE V E . C-0 t4'RAt'OK "UT SCALE 1/8":V-0" 0 F%M04 a6L& ALUOVJA�4� f:OR 6�5EEN CcQ D'T I0W5, caNTMACraW, 6 z -I l.l_ V!51r 'SlTrm atr-oPw ':�LJ5MITT_k`Jr; 510, -TOlS W©rra 4ppL,E5 70 AI. SU�TV_kC-NL "'W.-Al -.• :,:.-Ak-'�'ci,`iyR"h1: .°Frie{i�J4ti:^'�a'^...+x .3:.�: ie�tOHfAvyC;::#.ki w.. .�..,YYG,14'.r.. $�b�M :A: +-�- !*Y 7KE�`+inb� �?/kC, M1�. ^7.Jfi � �. � :.. . .., ...-.. ._. .-.. .w�aw ..�. .� .. .... .. .i .:o _ �' a :X:::{:. ,yq:�.;-"i:s 4ts'H+ �_aF:- 9.xv' .J •ayr. • • .: - F,;.::'�is..,....�.y��?_,,.:.>. s'S�-..��?s:: "•uh €-. ;,_ M' ..c-,a m�. '*�+'�..c �. .awoeo...?mxCta 3��syP.av�ak -.E '.-�.. c��: a3+k �X z4i�i.-... �u �... Y� aX�ea• x Y 9 e f \\\ ..®..m�. ...�..�—..+w...—...+,.-.«�..W.w....•.,....swuwwas- nw.::mr....»rn«...w�.rnw«. � - e. M�GMAr`lle �- ,� I F:Pr-40T--4 E aJ (D-12 �lC1�aTlt••I�oM^ � � - m � -- SEE nk3"r� #1 E�1 t�aM� r-��r• L E 1/ i 10 031 t73 'T IU COr.tv ELT '' 5 a T 13 4 L—EV, Li Li � P.......... .�.... A�►" 42 �n�.� Ex-1 JrP 5E-r os� ¢ i - DOI � f *; 1 15 IVAL ! ! X•2 �3 ; c�31 sX-i ^ � 5k► Cas,4GIE2GF - ,-=M r 0 a I 3 2. Y-12 D- clls - 1 ! . "AB 1 10 CFFIGE 2 5�C1 �T�2�rE r�r�HA�f1G4 3ca � r`S BtadG�'r` I q P 1 E n • 3 I � r T 14 100 (D " 14 "r=14 Y 14 S2 3 2 - j- • 1 ►!1 � �xl5�rr.�4 ��C�;'-+T �XT"�.i�"5 $• ��,.f�"'�GI-+E'S QRi'� "'�� F3� 2EiJ��. U�U •��G"t'r2+>M,,['o,i„. �7tli"�1.L1G"� 5�d�.L �Lr�,.�N r1X"r";�FZ�S � ��V✓�MQ ��GESg,t��z�f. CAV��GT -moo ��w ��c-^JeEs .�► ��� � � �'�¢�� '-,� �--s G ,�,:;�.:r 2 ELZC- RICAL GaN-rr -r'O>- 5► 4-L-L- c a�.L Baas-r NG E2w2 NEW BASEMENT LEVEL FLAN LIGHTING'` SCALE 1 r4's 1'—O" �r!hdW.H `4a� \.:.(�..abY.#% v,?b•�. 'Plt O ._ j I 1-6 i !N r! .r-+aN iGt�rr�—-_, 1111 rhEZ P no F L= "AS EK15'I'�►JCa'` �-CX!'�r'rrr.ICl� �� r � � ., c ,.. I �- o � _D�SGvr.1NEiCT E�I(iSTINGiI � 1 �vt" SEE I w I z-,Va Fog- NE i..1 pUr'IP N o'TE a 1 �QJNvr.:Y S�JoI.ir-1irk-.,-__ t,-�OMEaN ME 1.4 VFW -qmr ,n yF ErEV. C o;ti S<, s_ \ Y F��JiPt�•�ENT /' v�7 � a' CH E �I NAL_ SM&AP 4a8 �+. may` •w°;tea "� G ! AL ;•� - MGL.'r 5023CAC-I L houN4r Z= Fao_t_,,i 11 � � 4 "p,G,.l� 17 a4Z 3 SIC , ti FO 3121 r a A 4�ow MEl. i ! (moo T � ' ' i / 1i5"'• !.,+LcL� 55'21E� •.�,. ;..11]'"'5 oR LaPF"�✓c� ��.:1��.. ""L�►.�PU?� Yx2AI If,4 CA A5 r-,m 4c , < ' A1� fa►.IGL.L. G[7r.l�yl§T O>G MIN, j'-�I" ,c 1!w' '�� 54. T ?�C+Y R GF iV iG 1 Ao!.J/5q =IT; A SNo,.WJ ICE 06 MC—r'CT.Z 05I. FOOD �T_4r.M Hsa-r As-to I T_7QLJ!Pr,, l-r A5 035 2 �^►-� > Y ^t�A, .,r=�c�rt.lQlrrz �rtN! �. IhirAL dkL�• ! EGES�.Ci7s4r' g 0 Gvr1 c., ►ctiBL& •'�" 1�J - t� � "FF••••11" `� �la!�--;.. SAG I' � � i � � � . 0 1 a AGE 'I NCxTE • 1 Za8 Vy -30, 1/7 HIP qoj-4 FR_EZEw_ COOLER i.J�Nr GoOLA%L pq�# ca4.8 o4°i s �r NAB" 120 14 M , 20 •" "" - LT I I __ -_._•_ 4--r ioN OF AL.I- a � CGNTAG'r�'Q TO Cph1NGT Etc 45"" NC..i "�c� N6 6.J "'-�. Z>=r_r cA-,-c o.w . Exas'r lNcm Nei..1 GoNS' � TION# PZA,SE SX,,5-ri lc:r !1w `-- 1-0m E2o 1 3. ELF..G.TRIC.W. (:4r4TR1aG-'riDfe Sk+GI.L Rt«tsJbVE tau. 1~I_EG�"1i:�4dl.r Mm . SOJIP"ENT Ni:)PT 13M N4 ;ZFL_;5>P. a NE' ' BASEMENT LEVEL PLAN POWER- CC 0 .:-.. .. :1��`:W4�K� !+ti �FA!Fn.2..wnrf-+Y�"�.�-$�W"as�`��F 4�?.x.M1�e;'�?�.-�"-3r. T..xa+r..: aa"s ?izaiC". g�NC��Seitmrt?v. .�dx.rs.-..."�3�;s5. .�..�k�x.. .v?�..�v,zf.�+*„8RR?+•�k:? -< r: �?.ii>e&sa�Ah?sac ..svY°:�`a�Wlun 4�:.�� '4,,. -o04-s.. ws�x-. -�x3M�.�`*aW1P.sFa+�*..�ns4kwF �ssBOU... �' .�Gan�v.Y:x .: ' iT6298 • ELECTRICAL SYMBOL LEGEND FIXTURE SCHEDULE ELECTRICAL REMODELING NOTES L AMPS' SYMBOL DESCRIPTION MOUNTING TYPE MANUFACTURER CATALOG No. No. TYPE MOUNTING 'VOLTS 0ESCRIPT16N - HEIGHT FLUORESCENT LIGHT FIXTURE - 5 R INDICATES TYPE (TYPICAL ALL FIXTURES) SEE LIGHTING FIX. SCLIEDULE "I'EC-N LIGHIT� GDet & so 61.12V GEIL.,+,�Cm l-pL.,i vUI-T-b-c, , L�p�l�-rG►�� � INCANDESCENT LIGHT FIXTURE - 1SUXF7A", + , lZ P`✓ + f 1. Not I ess than 24 hours before any system Is to be put out of (4.5) (•Z1- 1&84 0 H.i.D. LIGHT FIXTURE service, the Contractor sha 1 I notify the Owner- of such necessity ?} EXIT SIGN - - Including the extent of -the work to be done during the outage, possible length of time required for that phase of the work, and L_VAW'roL.IM 7774 1 INDICATES LIGHTING FIXTURE ON NIGHT LIGHT OR EMERGENCY SYSTEM (SHADED) the desired time at which the outage is to begin . The Owner w i l l CH INDICATES WALL MOUNTED BRACKET FIXTURE make a l l arrangements with those affected, and where necessary he will dictate `and specify the time or beginning, and other �NGGr�IDwSG `+" uC.F+T rape-r�r - I ;S�p regulations governing each part i cufar outage, so that L�r.,rlTc L.+9-2 '77$2 41 15C.-I r-�IL.INCn II.1c..�NGPESe�Er•1T 1.Yx.�►�IUG,H?' SINGLE POLE TOGGLE SWITCH (20 AMP) LETTER INDICATES'SWITCHING (TYPICAL) 4 89TO OTTOMI inconveniences to the occupants w i 1 I be minimized. '� 3 1 a z3 tz>�c�s� �� � • THREE-WAY TOGGLE SWITCH (20 AMP) 2, Any concealed wiring or- other material pertaining to or affecting q FOUR-WAY TOGGLE SWITCH (20 AMP) the e i ectr I ca I systems or work i nvo I ved # n t h I s spec i f i cat #on or L!eA601TpL. M "oep ?5v r,! GIra1�Na �i�1L. N1�C.,tiT SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHT accompanying Drawings brid which are not Indicated on the contract. • T 5GA111J1 1 '*"�I La �' eJp I" 12C� � documents sha l l be reported in writing to the Architect . The DIMMER SWITCH - WATTS AS NOTED a2 10c%:)6•1 Electrical Contrac tor•- sha 1 1 not proceed with the work occasioned - by such materials until so authorized . This will be at no • DUPLEX GROUNDED CONVENIENCE OUTLET (20AMP) SPLIT WIRED 16" TO BOTTOM - additional cost to the Owner . • ;.1G iTOL.iL�.R. 703&•Al 12 vo "T DUPLEX GROUNDED CONVENIENCE OUTLET (20 AMP) d"TO BOTTOM - T S 1 '756-1 r a m s-U S S€T 3 1W L.OL-i VOL-r4CA1 3, A l l existing wiring, Lf4u i pment , etc . , indicated to be removed or 0 FLUSH MOUNTED FLOOR OUTLET which Is being abandoned , shat I become the property of this • TELEPHONE OUTLET 162TO BOTTOM Contractor and sha11 be removed from the premises unless otherwise AS REQUIRED noted o•r d I rested . Care sha i I be exerc I sed when remov i ng such r UIGt•+�INCa AL.n�e'arZ 25pI,.J I5LIIL.L. Qu14 >✓;2. i..1 L..L.. �E JUNCTION Sax - SIZE A9 NOTED OR REQUIRED OR-NOTED material so as not to damage the structure or its contents . . L.TG, 1 CatJta2'rZ 120 © SPECIAL PURPOSE OUTLET �- SIZE AS NOTED -1 i „ Cer t a I n # tems of equ i pment and master I a 1 sha I I be re 1 ocated where • � Gfl CONVENIENCE OUTLET (r; INDICATES ABOVE COUNTER) & A9OVE e;NTR, `�'' called for on the drawings and shall be reconnected so as to a lrle'a -I'!'�L.�EIZ. &418/7515 12 vo CCIL.ING %tEe-'p: ZEcESSED (12`) Di SITE DISCONNECT SWITCH - SIZE AS NOTED -- perform their original functions . � • T 7 751` (g')I 7ST"11, 1 75" IVAL: I..1/Suer 120 1_16o-rrS (4) grJftN• & NYAL.I.- A6 5Q MOTOR STARTER LOCATION ; SIZE AS REQUIRED - G4w 1 &008 I~t - 1G TltdG �iGnN• NP.cESSP ; AL.y.�'t4rrs Fv2 A C.c 41,1rls'+'ll< • � �, Existing materials a 1 s sha l 1 not be removed or disconnected sconraected unt i i such - A& MOTOR LOCATION time as they are no longer required to perform their functions. N�It +-t laT ' 33 5a�1 °�NG>Ie�IT I.+c�t.� V L.TLyGiE C,�a1111� 5 r°1 T CLOCK e., Shou i d any ex i st i ng w I r i ng or, equ I pment be encountered wh I ch 120 y,f I. GROUND FAULT INTERRUPTER - interferes with the proper installation of the new work , this {4+5) ei21- iesi+� Contractor sha l 1 relocate same as directed by the Architect , E.W.G. ELECTRIC WATER COOLER "- Contractor additional cast to the Owner . N1SP" s 31 50 i-J MISNPAhN-r WP WEATHERPROOF --- a 1� 120 TELEVISION OUTLET 7. Removed equ i Ipment des i gnated to rema i n Owner's property sha I I be delivered to Owner' s des Ignated storage site. i ELECTRICAL PANEL LOCATION 72070 TOP C4.JJ3 240 FAC 61L-i- W&III- 6AU;ri>CE 4: ti`s F,7CTUiZE � ELECTRICAL DISTRIBUTION PANEL _ �j� In alteration. ex tension and r er ode l Ong projects , existing 1, conduits shali be extended, altered or reconnected as shown or as y``� ••*. fi 1Q 2a C.OI;LNI�W. 12o P;•his+ - directed. Where existing conduits which are indicated to be Qi�, • HOME RUN T4 PANEL, NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS revised-, or which w i 1 1 be essential to the functioning of the �t D CONDUCTOR TE C C , - particular system, are cut or exposed due to construction changes . *; �f7 �- NUMBER OF HAS11 MARKS INDICATE NUMBER OF KSCNE, 4,%rr74•c)76 F4 -9- C-S6� Ca F� Er�T 4' 1NVU ,r21 I._ N S MARKS r Wo 0NDU TORS N5J4"r new connections shall be made In the most expeditious manner as �� � '� v i !aka l accessible. • r! 7 11' wires shall �'+ v`� 1'�f? INDICATES CONDUIT CONCEALED IN CEILING OR WALLS � �.�••. AL�C.��'�4 - 6e pulled indlbptweeenWtheenearest- available, new reused � -- -- INDICATES CONDUIT CONCEALED IN OR UNDER FLOOR +• • outlets .et 5 . i f same cannot be installed,1 1 ed, new conduits t s sha 1 i be f GO14`� C EN cis 240 =,�L.J L-1- C%I+JNa4 44' INDICATES FLEXIBLE CONDUIT - _ provided as directed. Attention is called to the fact that a l l 1R5 X121=�►Lir 12U pE.. -rr new conduit , w i r i ny and apparatus shown on drawings or saes i fed shall be connected to the existing systems so as to function as complete units . All conduits and electrical apparatus , etc - , In p I ace and not shown or spec_ i f i ed to be re-used or wh I ch w i I I not C at✓� 1<aV.ra24O F+tLf� "W• CE.ii..rN4 F=L JoT2.ESoC�ENl 1 x A- 'T n9FMX ® e b essential to the functioning of the various syst ems when the y 0 T 13 2 1�.'S iZEC+rs55E.1� 1?.Q � 1=�r�e .ti�Alir''I r'"o'Q'N work. i s complete,ete, sha I I be r-�+movpd" and stored where directed.rested. ido - old rnaterIaI shat l be re-- Instal led i,)�r re-used unless otherwise indicated on drawings or herein specified. Concealed conduits LU . which are not indicated or specified to be re-used and become 13 -IGIa"~C:L.`t G.?TZ © .., GERL.IN(,� INtJ1�E5G.1NT t�rL�Ji"i T-14 2. 5 120 exposed cave to construct ion changes. steal.! be removed to the nearest avaiIable, access Ible, re-used outlets. 0 LIGr►-IT"DI,.{E.R ?782 - 4�, 1"�p6.,1 9• Ex i 5i 1 NG E_ C1Q I PMI NT _ANQ MATERIALS !- 15 A 2 IZiGCE55E 3 120 13L13GIC r-l U l_T I - G g 4>C;, 'E a.Tres- Contractor sha 1 I notify a l l corporations. companies , f � individuals or Ioc:aI authorities owning, or having. jurisdfction L V over existing utilities and services which interfere In any manner with the execution of the work under this contract : and shall CC 4-1ZZ b 4-724 &0-J I.,1&LLSU 1'11lZRWZ 0 4a --r -1G 7 G'{al r s"L 1'L!C?V E "�?�' 12G 5� remr�ve, re 1 bate ©r° protect such u t i l i t i e s or equipment as GL.E.a►7� ea" I�►ilr,; required by thin parties having ,jurisdiction, without add i t I Cana I cast to the Owner . `wG��L ,ER. 4-7 �0� W.W.L �E I�iGa.rrD1=S i-iIQ>o• u�NT MECHANICAL/ELECTRICAL EQUIPMENT SCHEDULE e.1 f ex i st i nr� active or Honest I ve services are encountered that 0 A I' &0 1-24D 4' require relocation or disconnect I ng, the E l ec°t r i cd l Contractor in GL•SAW� OF r-+i1�r, rE. I� ly � � (V ly q I shall make written reeauest for decision on pre�per Nand 1 i ng of these services . The Electrical Contractor shall not prot`eed with L.ab�-17t�L cC� (2) 4727 40 Lw WL !JGG. I ' aR L4+47 tom W } Ir k the work unt i 1 so author i zecl by the Architect . with no additional 0 12 A 11P 411 ZwvE 1W_ 120 8, NAME OF 3 mi GI.EAR., O"' r"1I 3T. �� � � �1 ��- cost to the Owner .a IP - trlCnMTC.L.+LEI+. 4724 !. �1 i.,lAl.l. SIJ F iC.E Ne,.ANb C1s�1T t"1 1Rrir01 I�i -I.r 'MUiPMENT } 0 T -I I j +i G.When areas of the -existing buildings are adjacent to, the area of 3 Alcl " AE3a �bP 1c13 2 g �•,,c,ir�crx, V -3 In0 � W �� U1 corrstruction in which work is going on and are occupied , then this G;_F.1PL GF• - 'x•�ri '3J Q( 1 a -_I Zt L �" contractor sha11 ,arrange his work so as to reduce to a minimum the e II.1C�„+rL7 ""' SrJ Q� d � �� �' 0 � - Z � ¢j �� IZ periods of interruption or outages in the various services , 4 ETZ. 11(X7. 4/1180 trt�W MCCESS50 E'SGIEr� B75 L14 W Z � Q A- 19 rrJ ,CC- L. '� 120 � ttl W U N 6 N U(11 l!I'V 111_z 1 V tV �7 z Iwl U 1�f� 1160 L_ 1~I 34.1 I.JQL.L. SG�'*1C1E 17.G3 EQUIPMENT NO. "1 1 M• r1.4 11 m5b r1'Sc M M 14 P'? ?1 �^•lO 15 R11 •Z' 1 A.21 HORSEPOWElf 113 1/15 -7 23a1L4 1/(„E3 lWr.t1. 1115 . W4 1 1/12 ' EA 1/2 3/4* 44aN-1go" L,Gr+TO L.iG1 777 1 - AO 100 ?ZilwCl55' A N�GdI.` ,Tie 74.1NL�IGI!�±T 20 120 120 1'Z tw rzo Izo izo 12.0 �W 1W `20 lzo i7G 1r�.uG�' PANS I.. u,a �'s2. L►�+ 9c� i0 L.IG o� L2 ;-*' - B''S VOLTAGE 120 1 I�! G>Ei r.i rv�dn x'10 1 i 1 1 1 1 l 1 1 1 1 UJ PHASE 1 1 1 1 PM6k4 EL C't..r�rGAs.. 09 3 E lT Z 1�� 1.LY.1►,''ICS P.S r uG►-+TC�L`I>R,,,, 11011114.0 15aI...! INC,�nJC7�G�T �.T+-! L?�►►"1,� 23 1 0'21 IN c��u1.IG� 120 _ L'G►-+'TP Lr�EZ L.+r1i�s S GG N'I"''i0 L, .,.A, WiRE SIZE 2`2 2*12 Z 2 2'2 27� 7(12 2012 EA. Z* Z 7 Z 2 2 2*1 LEA 2 I =, '2M,'201-1 2•IZEA. Uttar+-rc+:. E 1201 J 1 z 15c�i.J c cc 55�v ir�c, r�p S �r.iT Ov Er cZ SPA O DISCONNECT SIZE ' A21 t-4 CiE• LJI.4 a 120 CLA6S 71A 22, C-L.Ass Z FUSETRONS LIGaN-r'r7u�L �)c"'r'�iLie'J'Q. "NG.CSN'�ESGs'�JT STARTER SIZE E�)i 122'0 CiRCAAT �E a.NT 120 DIMMER CONTROL FOR LOBBY AREA •>, I..11-�-, �5e� r1 -�~���.z - N.T.S. W is C 03 _3W4 C-1 1'G• 3/4"C O � Q -- i N GL.I. G.crJt�u�T TELEPHONE RISER N.T.S• yo a Meehanrta!!Electrrcal Benchmark Mara. Colof07 PO Box 3740,Avon,,Colorado 810 30,W1191.14915LM-NS C©only 146W* 80.19. 1 FAX W949-1959 r� 107877 PLUMBING FIXTURE SCHEDULE r P1 WATl j2 !EL.QEj T (TANK TYt-°f::, FLWR MOUNTED) 1: �171.-CHEN :i1NK (BAf%J?Y) CAPA[`ITIE-S, RATIN6 AND LIMITATIONSt 4' 5l) (;FI`4 AY C.J.9"I. S. aj. Cal 1.05 M-5 C RBINEr HENit F,S __---.- __ 820I) FT. ALTITUDE', 3/4 HP, 1:x`0/60/1 MCJ TOR. IjEAT I N!3 CAI=AC E 1-Y OF � WHITE- VIIRF.OUS CHINA, WATER SAVING, r+Ir410N- JE ) WfI1F_fi STAINLE'Scs SICEL TYPE_ :11)4. �:O (40L_IGE', SELF -KIMCI11141" 159,E+0 BTU/HOUR WHEN HEATING ABOVE C;FM PROM -19"F TU Aic'F= On- A. M-54 PASEM-EST IAYO. L:fililNf T HF_6TE,RE.. CLOSET WITH TANK AND TRIMMINGS, BACKNLOW PREVll-l"4'CL N. SINK, WTTH FOUR HOLE FAUCET DR'ILIANGS. LIZINO 2000F ENTERING 1,91THR, eO'='f= rEMi EROTURCE L}POP. ;? ROW CIO It. . SOLI CFIPS, A14D TRIP LEVER. TWO PIECE T011 E-1, tdI I WATER P°Rt S%JRE: SIRUP•' THROUGH COIL. A v-a • Wf111-:k MAX.1 "IUm. Cilk A UNIT MOUNfF:O "rHF:RMOST'AT SHAI.L CYCLE: FAN TO MAINTTf1i:N SI'SL).I D PL+AST I C 'SEAT AND COVER. t' r F t 1!'JL'i > PRESSURF DROP ACR[14t� COIL 0, 'i1 I N(;rfl `1 w11-ft-j4 mAx I MUM. SP(4(,F TEMPERATURE. KOHL L R hlfy2 s'YPE N11._ SEPT NO. PUL_I£ HT'T) CFIRi31AE' F TfJI F+H W.t T kt I E VE'Ft CONTROL SF f:FiYt H MF1J TCr A i Ftf: E,+; IIaI*I-4 OR MC QUAY, INTE F2niA t 1[INNt- E.LE!L.I]VHLE Ni . B. M-5_k! LPS VEL (�A I+ E T HEATER {. KUHLE-F? 14f L..WORTH K-;1°_`14c.' -E 13 K-46.iC AND T3AsKEE T STRAINER';. KOHLER rlPODE1. NO. K•-78-*/-- i'. M-13 STA_j1C1hJNNY 1L(QtjYER A FtEMttl( W(4L_L_ THERMOSTAT Si4 _L. 6Xf1(1v1tIt' A SICANWI._ 111 ta;=: �@yfljORY (COUNITE RTOP) SPA AkI�A 111�t 1t�T� 1V S�fiJt; (H1)E,I°17GIk_11 Y llfdl1 ) _ CYCLE HEAVER 1�AN T(] MAINTAIN SPACE TI�MP'wRATURF , i8 GAUGE MINCtM1JM CiAI_VtiNIZLI) STEEL 4'" 'HL!~1L31=S 17Pi �►" CE'Ntt„kr-, AT �+:I'=" WHITE VITREOUS CHINA SELF-k1MMING (:C1UNTEprc)=° 1�9-- WHITE CAST IRON DLUE+LE COMPARTMENT SINVX WITH FIVE Wk,:l_H kETUkN f,?ENDI) . SFT IN IS GAILIGE MINIMUM CSI-iLVANI ' l-D E31E_EL_ C. Mw.ciC Gi�E!1hIkT Il��1Ef2 (CtJfik111C1F{ SUPPLY). 1/4"X 16-1/4" OVAL LAVATORY. CHROME PLATED. WITH HOLE 1•:AEc&:r DRILLING. FRAME, SECURED AND CAUL P,1:1) INTO OPENING. Rt:MUVv 41-3LE GALVANIZED METAL RIM, ALL. BRASS, 1-'1/4" TRAP. E,UP'F"LY. AND WAF ,I1, S'IEF1- 1 / " , 19 GAUD& WIRE 'MFtiH UE:HIND L_(}UVEk, FitF7E,iREJal+1 141PLlul_ C-- CABINE=T HEATER FAN SHALL RUN GONTINL.IOUSt-,Y fNWD 11 Wfil-L FITTINGS. FAUCET HLSL_E13 iaN 4" CENTERS. Mf°f.? T4F?E itlLi, 4'ti, Oil J?MERI€i-IN WARMING, L-OUVEFly & DAMPER,,' CU111PONY, -(.1OWL'0 lusKI.N, M!}LIIVTE I) THEFti°1t1aCC1T 4+tfal1. F�kC+v'I.I3E A SiC7NFii. 7L+ MLtItUL6rI1t xl KC+Iit E.R BROOKF IE.1.1, fS,i`14 f-IRR3W, L1141TELi 0rlk E-_QUIVAI_ENT. . P-WAY CONTROL VALVE IN THE: HF'p,rlN13 WA"f FR SlJPPLY PIP(NI; N,CI, 10 1Ni INTAIN SPACE 1ri�M�'E^t`tAfitIRE. � KOHLER FARMINGTON K °._lyttta F T'T1N(3 M-9 KITCHEN HOOD EXH$dUST 1-AN 1. 06 M-5 REFRIGERATION E;jUgk;' YxHAU5r FFIn7 1'4�0 CFM A T 1. 0 INCH S. P. AT €1tj.s4), F'EE r 'i4. S.L.. , 110"Jf E.Flt. C. , 1 c, V , , FI1T INS Kf1Ht..l-k "AL7EkNFI" WA'fE:R C3l+AFtD El)1T1UN d'Clt.l>hNtECr (:NftC,f•1t- A WALL MUIJNTE..L+ t:f:+C9L1t,lG 1w-11 kM©STAY _f-IfTLL WF2t�r� ]I.F A �+if.3NFtl_ J.t -- - FINISH $)Nil WHITE INSI T. MODEL. NO. K--697:3. HP, x.08/60/x. MOTClk, PUL-i DRIVE.-, IN-L I1-11: Ci+I.IF Ii�hlRFil IClt+i, f4AI KI)RAi=I START THE R=AN WHEN THE Fioom LEMF'1=RArUkE RISE. ABOVE: +•iu�F POL1SHED CHROME f INISH WI1H CRYSTAL_ HANDLES. KC)Ht Eli DAMPERS, AND VIORATION ISOLATORS. Pt-PiN 1;X--14'"p9 OR ILGq ocml;:, (liDJUSIAHLE) . AND 0. 5 GPM F L.OW RtESTR I CTOR. MODEL NO. K-L`x:_'41. d''1 ig-IRDWif. I)I,SPOSER UREENHIr CK FUU I VALE N1 . 1.01 M-7 H & V uNIF I?gFIIgNT_ FN3 fiHQtdFFt f Tl=f1N 5 (SPA/FiTNE�SS AREA) CONIIN00LIc. FEED, FLUE<f�fER CUSHION MOLl!41E:0 I,T_i,1ItiE_Ft. !11M l�7 �F3R.�, 15-T !iERT" _ _ MO FOR W I Tli MANURE_ RESE=T AND OVCRLO•IG 1 ROTIt-C T t ON WITH A. 6E•NE RAL. � WALT_ MOUNT PRESSURE BALANCE MIXING VALVE WI I-H STf11NL.E1_)$ STEEL .'POPPER AND 1M(•Li_t.CPS'. 11`_:!613/ 1 . 41►1►(► F TUi( CAP°AG11Y WITfI 1G1<_►'°'F AVERAGE ttF.fiT1NG Wfi"fE:R 1F;ME%f ftATLlFtE, i LNIEGRAL _,TOP':; AND 3 GPM HEAD. CHROME F )NISH W1 III CJiNTROI} FROM WALL SWITCH. (.3E WESTIN(;HOU'3d: €-A_Kwe, 0. 5 GPM 11.".r/E.f_f/1, +J. 3 AMP. KIN€�GTON TRW- 7 OR FII AI_lON MORRIS F.UI,JIV 7HE CILITSIDF AIR DAMOF;R SHALL `..1 0cbI_- WHE:NVVEk THE_ "#Ji-PLY , 5 CRY fAL HANGI_E. WAS01 KING E:(1UIVAL.ENI . ALENT. f=AN STOP°'s UNORR ANY C:ONDITD21N, INCLUDING FROM rfw- CONI ROLS. WHEN FIRE: CONTROLS, S fOP THE F1414, (=iL L_ DAMPE_F- hM1J G TYPE mOQ1EI,, MF,CI NQ Fi4> �!i-1� JNIT ►1EAI1-'R GO TO CLOSED. SEE FIRE= AND SIIIQKIr DE"TECTURS, SPECI+=IC'0- KOHLER CORAL_AIS K-15113 IN'alNF ERAIOR BADGER V 1/e' Hp TIUN 'SLLI 1UN 15900. . HORIZONTAL MCIUE'L_ WITH INDIVIDUALLY AD31_19TABLE HORIZON)AL LOUVE.R6, t�4 4A^Vr11GRY (COUNTERYOP) SUITES C:T.)PPER IIU8E AND ALUMINUM FIN COIL., INTF6RAL Tiil RftHJIS'fFa"r. DIF�I:t I P. PROVIDE EXHAUST AIR AND CJUT3I])E filk MO1[tF?I1€'t) UAMF'L.ItEi. DRIVE PROOFLI_E:R FAN WITH SAVE7Y FAN t;UAR11, AND M010k W)TH ETUDE T__ WHITE VITREOUS LH I NA. SELF-RIMMING 1;1JUNTEiRTOP (:►- IN OVERLOADS. SU133P PJD HE=ATER AS R U(J I NC I). PRI)V I DE G.ATl VALVE (IN C. PROVIDE A LOW LIMIT SUPPLY DUCT D I SCHAR(3E TH HMO!,!FIT 1 /4" X 17--1 /4" OVfIL L_AVAIORY. CHkOML I'll (A)FD, ALL SUPPLY AND PLUG VALVE ON RETURN. 60`:F• ENTERING 8113 TEMt='ERATUif t, Siwl -10 50c'F tADJUE;IABLE) , r°RCIVIDE F+ ROOM IiifltMLl =+fii i EtkA'-a5, 1-1/4" TR�YI=°, SUPPLY, FaNU WASTE f� ('17) IPIl3'.-i. MECHANICAL E Q U I P X111 E NT SCHEDULE c r,►,,b F- ENTERING II�JC� Wt�fLR TEMPERATURE, °?4 !- 4JA 6kR 1 EM!-'l-Rfal llkE 1)N(JF=^. ►U WHERE INDICATED ON THE DRAWINGS. THE C]U1":ItJE: P I R L�Fkt+lPt:R • MHH CAPACITY,T Y 1 /1 HJ 1 1_ ,/6o/1 M01 OR. f't NGS t CIN (,G-1 P i r (,Fr F1k:A!-I ti'J 134-104A.. CLOSE- ► F=NUt:t°:1" HOLE-j- ON t7"' C'EhITEkE;, , .�FIA(_L. [a(_f1�E f-1Nt) R[=IUF+N AIR 141JatAFE.k SHALL CJf"Ff,l WFiEN>WVIrF+ MORRIS, TRANS, McPUAY, Mi)DINEE [EOUTVAl.FNT. THE SUPPLY FAN STOPS UNDER ANY CUNDITION EXCEPT FH13M 1 ffl.t• 1:VF NO._ ► FIRE CONTROLS. M-1 ' (I>4 OARC1 FtAUtAT ]C-rN KLU•ILFFt PE.NN1fJiy`FON M,-c'1 I. AL.I_ TERMINAL HEATINJ13 EQUIPMENT CAPACfTIES ARF: BASED ON +'CELT'°°I- D. THE CCJNTRLII_ FOR fvACN MCIDE SEAL-.L LIE AS FC►LLOWEt: F f'TIN[313 ENTERING WATER TEMPERATURE t .0►X F'F1C)PYLI`NE Ci1_Y[ 0L/WA'1T k CAPACITY OF 830 T3TLJ/HOUR PER LINEAL F(3(3f 1E+It NA`i'INfa AT 19-r F � SOLUTION) WITH A 20cF TE01P1-RA1'UkF-. DROP/ UNLIT`)", N071•1► AVERAGE WATER TEMPERATURE, 20'F` TEMPkRfITURI= pROP. 3/4" COPIAE:fx 1. "ON" MODE THE M-711 & V UNIT f()N AND THE ht---µ POLISHED CHROME F`1NISH WI 7H CRYS101, HANDLE_ ANI# Q `� OTHERWISE. TLIDEE. AND L 3/4" X ] /, ALUMINUM FINS. `,U F 11JE, PE:k i tbk11. r INF, EXHALICO F AN SHI1L1- F4UN C'CtNT ]N(_I(ttJE;l Y. 1 FJl N(-#i1rF GPM FLOW REST R It'FOR. KOHLER twUJ0EL Nil. SHALL_ BE PERMANENTLY 1:13NDI D TO TOBES, 1 ROW Of= (tltti i. THEE RM115 rf7 T SHALL-. PROVIDE A SIGNAL I'll MOi:►Ul_A FF� 0 c'. FILL HEATING WATER SYSTEM WITH A 30% 0RCIPYL-_NE C;t.Y(;01_/7+,1Y; + i'­-WAY fic(IiING WATER CONIPOL. VALVE- ICI MAINTAIN ................. SHJ4JEF F_IZT IftPS (SUITES) W1TFR SOLUTION.CN. GLYC7L 3Hla tL BE T NDtf S TR[Al_ L 1 Jt-i _I TY H-:11•1'I COVERS WITH =Fi ME € CA r F I r l Sti, 10 I NCHf S HIGH, GCVEi TO BE 16 SPACE TEMPERATURE. 3FE AL 170 PARa,3A:H 1. t.?3. TNANFIF IFR FLUID, GAUGE. ENCLOSURE BRACKETS si='Nf;1 17 Fir NOT MORE T HF,N FOUR FEE] WALL MOUNT PRESSURE BALANCED MIXING VALVE W I_I H APART, OND MOt INi E I) IN AC:C ORCIANL L W 17 H MANUFAC: -t IRE.R9 S R+[;Utt'IMF ND(I-- "CIF F-" MUUE s THE M-7 FAN AND M-4. FAN SHALL HE OFF z, �. - M Hi ti l L�7Ff ILLIJE+ EXHPIUST F F ITV-°LIPJk TIONJS. INCLUDE: CONNECTING STRIPS SLEfiF CRFI+7Li_ latilJGER'�, llld) - 1 N I F 644AL STOPIS AND GPM ..HOWER HEAD. CHROME: F I N i sH - --. , AND THt OU'f 5I J3E AIR ]?RM+-E Ft SHALL GLL)E:E AND -[URN ;.•.•; WITH LRYSTAL HANDLE. AND CORNFIR CAPS, AND ACCESS DOORS IN COVER f-Ok fii.t. ViO.Vt ;., AIR DAMPER SHALL OPEN. IN-L.Ih .. FAN INCLUDING HOUSING. DIRECT DRIVE:. CF- IL IN(l HLINH FAT;ICIRY STERLING "SENIOR" OR VULCAN. FMBASSEY EGUIVAJ_EPir, 1�•� � � MFG TY M( t}EL_ ASSEMBLED AND PAINTiED, AMCP tESTLD AND RAPPED. SPRING- VI13RAr(t_)N 1. 08 M-9 SAK RY HQOD FAkfP JST F14N KOHLER CIJRALAI3 K-151 f.i 1'SUL..ATOPS. FAN STATICALLY AND DYNAMILALLY 14ALANC;> I1. +_•CLi ALITY CW M-13 F?L}. CIdI�ER _ _ - - r 1,260 t;f M AT Q. 5 S. P. AT 13c00 A. S.L. , 113 HP, 14_! 160/1. +='trNN A WALL SWITCH IN TNF iE+AFtE:RY HC]UM SFECU. (_ rJG°E.N 1'HF. rtF.IKEkY 1al.I(at^ :•:•:;��':�.. f:' 7_L'-10 UR GREENHECK IL-6, ACME. EGFUIVAL.ENT. AGA CFRIIFIE.1) LEAS FIRED 47MOSPHERIC: DRr*T WITH AN 1r4PUT IWATING C1F , +a 1" , SUE-r?L..Y AIR DUCT I3taMi=Ef� AND START ftiE: H+3f31) hX�i�•US'f VAN iaND t•� •:•:•::�•::• .-:�:-..�� • : f='b Wt17E CLOSET (TANK-TYPE. FLOOR MOUNTED. HANUICIA1�'f�'1�1)) . 475, 0(:10 RTUH AND 5 YEAR WARRANTY. THE BOTLER SHUI•L BE COMPLE'lE r1-11-' M-_'_/ H LL V UN11 OUTEi1DF AIR DkMPE'k SHALA OPEN iU f.0►tJY.. :�}��'# s` .. M- HIJ ill tl (~'1.1 i1 MAKE-UP fa 112 lJN 11' WITH - :' ''•' 0. : . ._-_ sTAINI-ESS c;TELL. BURNERS, VRAF1 1.11 VE RIER, LOW VOL-TAI.-.11- f f1fJ- THE FAN SHALL NUT START tUNL_E5S THE. M_-_7 H Jt V UNIT I5 RUN- WHITE #+�s�. WHITE: VITRFT us CHINA WETTER GUARD. GICOHON JEST WI-1+'1-F{ TROLS, HIGH LIMIT l:E)PITF?(IL, OPC RATING CONi`140L, SO EETY t?('L.1Ef Vill Eft- W]NCi, Wf-IF:.N THE.- M-9 BAKERY HOOD EXHAUI Zl F=AN IS S,EILIi CIFF, IFi+ CAS - c t I L r - f I. F CIW F•Fii VE:N1 F FC I NrSUL A i F F) TE E!. CA I NESS, FACTORY CIkY A ,F M+. t.F.J d 1 f Ff H€aKE_[1 E NF11Mf !. CfE4 PIPED TCi FL.UCIFZ DRAIN,N 1 ttE kt9Lli IE_1 El k A1JLI A�"MF COPPER 1 UJIt lit fit LLUSfE F WITH TANK 11 T R I MM I NU , BC-K K L , M-7 H V DU T 3 I DE AIR DAMPER SHALL CI_UT;h 'f lJ ITS M 1 N 1 E1lt)M E7LT C7Mi,` AND TRIP LEVER, TWO PIECE TOILE-R WI1N HOT DIPPED 3AI_VAP1IIt:0 FINISH. CA'ifNb3 INSULATED I ).3fA :_ W I TH 3/ + EXCHANGER. L17',HINVfl2 CS475 OR RaY1dK, 1 1 LImaYhE-IA(ARS 1 J(V 11 LE NI , 3r. 1TIC1V c:Ui= CISA- (AL)31 . THE EXH+tUf, ( F"CIhJ t.H1NlL 1TE (41-1- (-iNi> IFIL. OPEN F RONI PLASTIC SEAT & COVER. INCH. MOT FACE-I), GLA,;S•-F I HE-R I N4UL AT I OtJ. DWI7 I GE N1 R I F 1.1601- I-AN i ROOM SUPPLY AIR DAMPIER SHALL CLOSG TO 1 TS M[N I t1iufyl PLJ!3I f I(_+N WITH FC WHEELS, STATICALLY AND DYNAMICI=ILLY, SALANC:I_!) f)No 7F `idhU M,-1`± kl�Y.;n.R tl EDER KOH1.1 I; AFILR UNIT ASSE_MDLY. ALUM]NLIM PLATE FIN. CLW *PEP TOPE.: CfolLw Wl lt+ . MV 4 TYPE Nil S_EPI I�11). GALVANIZED STEEL CAGLNG ANN GFa 'f [PON OR COPPER TURF Nt_AI)I.:H. FEEDER ASSEMPLY TO HAVE STORAGE DRUM CAPACITY [IF 50 GAJ-.LCINS. 1. 1)9 M-14) W_qL�_ t4(E.FaTER KJHLER H1C,-L' INE K-5' '-'EI-•-FFI K-l61A, FILTF-R SF-CTION WITH I INCH 1HJC7F' DISF`00 -#A144_ - fJL.TE-Ps t411H 1x1.►r.a PROVIDE I_ID, BRACED 3/4 INCIA OUTLET LO ATF 0 3 INCHES R60VEi DOTIt+M _ CONNECTION FLANGES. AO JI.}'3TABLE V-8EEL.T UR'I VF AND !,(.1+1RC_► W C TH M0 111► Ui- TANK ANT) 3/4 INCH OUTLET WITH DRAIN VALVE AND FECES'(-, CONNEC•I )(IN A POUM TFfE:11?010S l A1' SHAL.L PkCiV I DE A SIGNAL. IQ UPE=N OR CLUI*. 14 G 7 AVFITL RX (COUNTE RTUP) SU I TES OUTSIDE OF THE AIR STREAM. INSTAL l_ ANI) C LIEiL°E Nt) 9 N1 <!N] 1 ()N SPH}Ni; NF AR 13OTTt)M OF TANK. PROVIDE A LOW WA'F E la CUT--OFF ';W I Tl:ti TO Sr Op 8- F°U i T I ON. r`,'-WAY f_`4 Vlll_T CONTROL VA(.VE IN THE HEATING WF~rTEfl ---° VIBRATION Isoi.FITCIRS AND NE-GESSARY SUPPORTING 3rRu(;rjjRE. F"UMP WI1F=N WATER LEVEL k.LAC HES s INCHES ((ti.I iUS1 t1LiLE=) AP1IVE OUl AF't ° WHITE VI1REOUS CHINA. SFI_F --RIMMIN( (:',0UNTFRI11P iP4+ SUPPLY FITTING IN STORAGE DRUM. SWI rCH S1 ALE_ ALSO LIGHT A i•?EU f7UFF LY 1 1F�ING. w 1/4" X 17-1/4" OVAL_ LAVATORY. CHR1)MI_ PLATL I). 141-1_ C.APIPICI T 1E:S, RATINGS AND L_I M I TAT I CIN'S; 1 i*60 CF M Ell' 0. 81, 1. S. P. 01 WORNIN(i L_I UliT AT TiCE TEMPERATURE CONTROL. P0,lE I LJHE:N F`1G t 1 VG+I-ED. 1. 10 M-11 U I T HEATER Q EIF('fl°,¢5, 1-1/4" T RAP. SUPPLY, AND WASTE F I l-1 I NbS. 8200 FEE T AL T I rUDE. 1/3 HP', MO r OR. 1­11�-AT I PJO (:Ai:,Ac I TY 141 FAUCET HOLES ON 4" CENTERS. 90, 000 BTU/HOUR WHEN HEATING ABOVE CFM +:RUM -1'Ir't 10 81x'`1= blHf:.N FEEDER PILIMP SHALL BE POSITIVE DiSPLACEMIEPJT ROTARY BEAR EYE'S., At.L Fl UNIT MOUNTEiD THERMOSi•A1 SHALL LYCLE )11E LIN] i HiitllEft FAN TO cr U1I1_17ING r?t1i)'''F ENTERING WATER, Po 'F rl:MPERACURE 1:1ROP°, 4 k+JW RRONZL. CONSTRUCTION, ItUIL:.T IN RELIEF VAt-VFW AND /b INCH Pl.i* MAINTAIN SPACE TEMPERATURE. 0 o tell,S. TYPE rail, LEI 31-. W11TEk PRES';LttaE DROP, THROUGH LO IL 6 FEE T WATER fMiXIMUJM. CONNECTION. CAPACITY (IF 1. 5 GPM AT 100 P91, 1750 RPM, 1/.) P0, KIIHLFR PE'NNINGTON K I"') AIR PRESSURE DROP ACROSS COIL i:1. IS iNLHES WFITF1i mAxiM`UM. MAJru 115/60/1. OFIF:FtI)OkFER MODEL_ 8991RMVSf . 1. 11. M-.1..� 1Etgl�pQf4RQ Pill i'( ION A I RE 36 UHW-4 OR Mc,VUr4Y, INTERNATIONAL EQUIVALENT. .. 0 !� l i I I W69 PROV I DF. START/STOP PRE'S'3lJRF ',3WI TCH F CA? h:OCH PUMP LJ(3N'TkiiO(_. STOR I - X1-3 RFII�_dJ1NT ( k11L-YNG M'flltrtl3tr PUMP (I1 1;} Pct!/€iTOP PUMP AT 28 GCSE. FORNALki MUI)EL 69Wf�4. cam'--PI113l11t N, ,E Wt�r tiEHI ]P�1 I� ,1I li ,.+1+JIKOI. VtA.Vl. 11) h+F+li I ,S .IJ w PrIL J.E+1-iF_fT CHROME_ fr I N I SH WITH C;ftYEsTfiL HANDLU ONO 0. 5 1 SPACE` IY"MPE RA I URE. . GPM FLOW RE.SFRICtOR. KOHLER MODEL Pill. K-15241 . THE REL-EEiSED C,E]LAP46 PANEL E:Hf4k.L L4F [(NSIRl.JC:1'E.1) OF A 24 (4001+F CGNTRPCTOR SHALL FIX THE HEATING; WATER SY'S'TEM AND 3/4 OF I 14 ' GALVANIZED STEEL RACK OVERLAPPING AND RIVPETE0 TO A 212 OQUI3E= 6Tf1_IkAt3F DRUM WITH A MIXILiRE OF PROPYLENE C4t.YGEjL./WA1 k SEtt LJ( IC►N. 1. li t'C3 - M-1;3 1!001_ rUt3/SHOWI? Cd1VANIIE D 9TEEL. F+tF1141 . THE PANEL "CATI NG E 1_f MFJJ r SHCILL 10% ( PROPYLENE LvNE GLYCOL StI LL BE rjOWr t%uk4oT INDU 'CRIAL 01.1041_II Y HEAT (114N.'�-- 1tu11 F:k J f C� StJRF Al-,r C�FIFtE)N (€ P.APHI`r(=) F LIME=ITT. Nil Rk!a1'.a'rF1Nrt= W tf?C=S. THE= FLT{ F t_L.I 11). PCIIL.E R TO OF�E:ki17E FROM SELF-C[Il,(l AIrdE I, 1�Cnd 1 kCJL�.:. f-'t,c+V t ll;-_ (•)ca1 I uu • WHITE: €_NAMEL. 1- 10EERGL.AI-FS, 5"•-0 RA'iH t4J'(H INIikiPAL. SHALL I:+F A M►_IL1,T-PAGI`TE;D CRYSTALL-INC TYPE= WHICH WILL IOF WINS IF04-1F STORAGE SHELVES. 2" "P" TRAI=' WIIH C.I_E.ANOur. RE I=:k- A WATT DENSITY OF 0. 7P WATTS P R '300ARF FOOT AT $4 ]DI`3` APa Cl: 01= °-;f K M_a H E4T_ Nl3 WATER PWMP! ON-OFF SWITCH. ENL:k. PLANS FOR APPLICABLE ULITL.ET. FFFA DOWN F'RC" THE CENTER OF 11.10 PANEt.. THE. Pf.11CD INPU•i F,+-1441 l Ht- 6r:. S WATTS .30. FT. WITH AN AVERAGE SURFACE TEMPERATURIE OF= NOT 1011)kl:� 15 [•;P°M AT 13 FT HEAT), 1/16 HP, 115/60/1 . H�6 PR OR TACO, 6RJNL*(iS 1. 1:4 tM.�l4, C:I.YICdF1 F�EI?f7k RIGHT i_1-•(- THFIT 161;icl . THE PANEL. VOLTAC,I: SHALL EiE W(4'111S AND Ft Et2UIVALENT. REFER TO MECHAN1COL_ EQUIPMENT SCHE'DUL_F. cl Mi- I*? TYPE QWUET 1:)u Ft,E! LOW VOLTAGE THERMOSTAT WITH RI L:1AYS. Tlit= PANI'L SHALL. r-,I>TE Wf 1}-I KOHLFR VILLAGER K-715 K__I I NOT LESS THAN A TEN YEAR WARRANTY. AZTLC; Akt --c,48 Atdt) ORP--4. 1. t 4 M 15 kIf�p1 11`46 I►JHi� F'k.1ME, 0 I- I I f INGS C PC)k TI:Ip`; X !;IiI0WFR9) M-e4_ qf<_L ?9QM !:k4R45T E-9 1N .I.EQND_Q F�fN811 D:R! RECONNECT EXISTING CONTROLS. WALL MOUNT TUI? i,i_,c)UT WITH D 1 V;E R T(E R, PRI_SriuRN CENTRIFUGAL_ F C FAN IN SOUND INSULATED (_:AH I NE"T W I 1 I-I NEOpkE Nt- (41NIC'I-_!) -f UH/SHCIWVR MIXING VALVE: AND SHOWER HEAL). BACKDRAFT DAMPER WITH 65% FREE AREA GRILLE AND 115/60/1 MIl f,)k SEQUENCE C F CONTROL, CHROME- FINISH WITH CRYS I AL t4ANDL.ES. M(XJN T F-D 1N RLIEIBE k MOLiNT l NGS. 4(XI C:F� S M @ +:i. s`," 7 FIT I C. d''frE F,SUi{F ++ i F eoe r-Ee r (4. s. L_. AIVICA RATi D, 400 WAr TS, 1115/60/1. PL=Nid i'�haHYtt hIF 0 NIODk.L I YPE Z- 101 T D(i OR 16L. ACME OR GRE:E NHEC K FOU I V(4L.EN1 . P,0lit_F R K-15104 1.01 M- Fgje Uf�T FAN � - GRILLE REGISTER & DIFFUSER SCHEDULE M `i [qQ CNE.'r 1#A7Eii5 t?13 f�L_C►UhZ Sf_PiK EtAKFD ENAMEL GLASS FIBER INEiULA"EEC► CAb]ttlE:'t. C"III CJF Til Lit ` i_I_.t,(:'IEI) INTERLOCK THE M--1 f XHAUST PAN '10 RUN WITH THE M--�' UNiI. WHi N � � BY T14E ARC PHI fF,CT. VERTICAL. MODttLF' TI) HAV( 16 13AU E +•"WC1J`JT 0AN11-1- � CAST IRON DkA I N W l r+l ACID REST-STING E:NAMF L_ BODY, Ili-* HUk I ZONTNL MODELS 10 HAVE 11a GAIIGE F RO14T Pi4NE L.. LIN 11 I U Hf4VL. rHJ h�:•? UNIT I S 01-P, THE_ M=. E XHOUST FAN '.-HALL Eli: rSP�t 1aNU GRATE AND bOTTOM OUTLET. ZURN TN--14310 OR JEaSIAM. ACCESS DOORS TO VALVES; UNITS MADE WITH REMOVABLE F=RONTS FASILNED THI=: MOTORIZED EXHAUST AIR DAMPER SHALL Bt CLt1SFF). _ w F;MITH. WADE L,0.UIVAt.ENT. MFG. * lC sfJ FC ) CF THROWAWAY TYPE Ftl_Tt:15. 3 SPEED, 14:7/F�t)/1 I�EFiMANt:NT 5+-'1_I'T t:f !111:- 1. t)E RI- ML�hfj 1�� HI_F� U�lilrt (FITNESS) SYMBOL TYPE SERVICE T PATTERN MATERIAL ACCESSORIES N0. REMARKS r 1t) IAWRI Pg L3 01,3iil 141.31k MOTOR WITH HFAk1NGG AND AIL R€•.SFRVCIIRC i. F(wwl'iik l) CURVi^D. (I. PROVIDE OUTSIDE AND EXHAUST AIR M(140R] Ytf) CON`IROL_ � 0 w UWi7T MOLDED THERMO PLOSTIC FAIN WHEELG. WAL_I_ MOUNTED HERTE:RS CU � REGISTER EXHAUST 45 FIXED ALUMINUM O.B.D. TITUS FIRE DAMPER WHITE. VIRfRULASS 1,04IRLPLIUI. EIATFI W11H EiE.LF `[:t1lJ"FCIIr•tE..I► HkVF INTEGRAL THERMO TAT. TRANS: OR Mc.60AY EG1L11VAt,+,NI. DAME='Irks. 3 FL WHERE SHOWN MOTOR, THUMP 1t PLUMBING FITTINGS. I HP " E. PROVIDE A FUpM THERMOSTAT.TRANE HP HEAT IN; LNLET (ijri_ PERFORATED SUPPLY AS SHOWN STEEL FIRE DAMPER TITUS 24x24 FACE NO. TYRE MODE CFI11 41UTL)F(_L N:(tJ1H#T Gorda bi Yt t: t.1 vi. l CEILING BORDER 3 PAS-FR C. PROVIDE A LC)W LIMIT SUPPLY IStJCr DISCHARGE THiErrMl05+FaT MI (•,. 'E YP!k, DIFFUSER JAC(!ZZ I FaTHt Nf•a M° -io�f WALL H46AC►02 300 1/60 lu, C►C�C7 1. 1 GRILLE GRII�LI- bET AT n50�-F (ADJ) . WHEN -f HE_ SU.PPL.Y AIR YE:MPE•RAI(IRL UFtC7r1In WALL tCiti) BELOW 51,1 -, THI`: FAN E,HAt.I_ t-110P. � SIDEWALL SUPPLY ADJUSTABLE STEEL O.B.D. TITUS F TT INGIS REGISTER 272--RL M 5t1 CEILING E4GA0t1;3 c"'E,(I 1/3U 26. 000 ��. 3 GRILLE C�t411_LE L PANEL. a D. CONTROL CHROME F1l_ATFI) DECK MOUNT SPOUT (WI) FALIt_F'r-, Tidt:l CE ILINGD (G:' ) �D REGISTER EXHAUST 45 FIXED STEEL O.B.D. TITUS `r T 1. CONTROL PANEL SHALL BE 1,ROV I DED IN THE MEC14AN I CAL st='GUTS & FAUCET PER 7f,TH. 'UH_t R " ;)3A�A �1 2 2 3-RL ROOM AAND GHALL INCLUDE. AN ON/OFF= SWITCH. (I' F•+� ' l• M-5c DUCTED D34A0 250 1/15 25,000 F. 7 ULJC r DILL;I' q' CEILING (G4) C01-LAR COLLAR � PERFORATED RETURN - --- STEEL FIRE DAMPER TITUS 24x24 FACE i' 1 EiF4i t-, COPJ"rRt1L FOR EACH MODE SHALL 1Jt; AS F'(1l-LC1tJEi: R `Isf'i`iF d3 GRILLE BORDER 3 PAR-FR P m C 1r1 C 0 F I BE RCA ASS SPA W I I H SL I P kt.S I STANT F't.OoR, 1'f W1 1, L.UPI,- 1. "ON" CYCLE: THE M-� MUII F AI`J APJD `CFiE M1-1 E XHAU9 I` ING FIL-TER 6 CHhMICCIL FEE DI. R, ;?4 HOUR T]r=1f:,r. 3/:► It I!4�fr FdEFN1_Ef_FdF}TtON FC 1 EXIi(1U T, s itu FArr ARE TO BE ]fd'rE:F{LC3C:KF.:Ii (4Nt} 1€i tsE RI IN t.Ut+1'T 1 PJLJ- I •+-- �. G7UMJ-', 11;!Fir)/1 . fiEAYFkt G KW, i?08/60/1. OUSL_Y. THE OUTSIDE AND E:XHr4uST AIR DANIIJFER$ SHALL CENTRIFUGAL +=C; FAN IN $GIJND INSULATED CABINET WITW Nt:C1F�khNtt (]t1F:PW. Fl k(<iC9M 7HFF4MiJS1AT EiFiAL.L f-;Ft(JVlIbE fl E,iCSrdIAL IC) MF i TY�?FF 111fTft>=1._ FIAC:KURAFT DAMPER WITH t?5% FREE AREA GkILL_E ANn I1J/60/1 11101CIR MODULATE THE. 3-WAY HEATING CONTROL VAL4L-: TO Mt41N- 51 INWAVt_ ALIR ikA 507°a-M MOUN'rkD I hJ RUBBER Nt0(iNT IPJ6. 30<_► 1CFM lI! 1:1. 35'" fiTAT C C GREa;iUkf PT n F 200 A. S. L.. AMC;A kATE�D, 185 WATTS, 1 1'.)/60/1.. PENN 1 E PHYR i-9 GFt TAI N THERMOSTAT SETTING. (E,t3' F-faC1JUS i AEILE_). ILl3 ACME, (JRI?ENHECK f=C!U'"]VALE P11 * OR CARNES, HART 4 COOLEY, ANEMOSTAT, METALAIRE EOUIVALENT. SCiR S I P4K ' 2. "OFF" MOD Es M-� ANT) M-1 FANS SHALL Fit' OFF AND "THE M l H ll V N T EXHAUST AND 6J 17FSIDE AIR DAMPE.R9 SHALL CLOSE, Wt1ITE ACRYLIC, .+Ei.f" RIMMING COUNTERICIF° 1,`4x1'.-1 foal!{ - SINK. CHROME PLATED 1--1/411 TR("-P1 SUPPLY ONE, ! ) S � 1. +'I? f!1=� E�ItE�I�FtI� ��1Ly1_W(� RIi�IFBfV� P!iiNEl,;Fi WA'�TF F I T T I NBS. `S I NC•]s_E" HOL..F i)P T.LL-1 N6. HUR 1 7 ONl AL C.UNF I 15U Rfa f I GIN, I TJSL L AT ED ,1 E.F 1. C.AS l NTaS, FACTORY fay 1-,M- I! J BLED WITH BAKED ENAMEL- OR Fits i)JPI''ED GOI.VANIZL-"D F=INISH. CAS A ROOM THERMOSTAT SHALL CYCLE T>iF !7(It)I+iNr PANEL 'Eta MHtNIFI}N 1 MF(i TYPE NO. INSULATED IN'E;IDE WITH :i/4 INCH, MAT F=AC:FD, Cit_f�ciFl F'1ItER IPfI-UL_A _s_ -` T I ON. OWD 1 C:'[-NT R I FUGAL FAN WITH FC WHEIFL, ;'f A f t CrILLY AND OYNAf4l- SPAC:F TEMPERATURE. K(.11t1_F=Ft LiIML.E:T K--€01;) C:GILLY BALANCED AND TESTED AFTER 01\11.) ASSEMBLY. ALLIMINLIN PLOT! 1.04 I-I�jS S --'4 �� I RJ " EX-H�Ui-_ H- V FEN, :CPa=R TUPL JOILS WI CF C! IV1hI2E3 ;3TECL CAsIPJG FiD flu1 IfILN op F I T T OR COPPIFR TUBE HlEr&F. FILTEF1 ANT) M] X1f,JC-i BOX WITH I INCH -It-14CA ' INTERLOCi{ THE M-4 EXHAUST FAN WITH THE M- 7 ti 8 V UNIT. KOHLER EUkOPA EDI'FION. POLISHED C:NF 001f. FINISH WITH DIS'POSAB'LE FILTERS' AND PARAL.LF_L BLA1DF DAMP R.S AND DOLT CONNECTION - - 17LEAR (ACRYLIC HANDLES. MODEL NO, t;-119301. FLANGES. ' Whanrcal/Electrlcal Y89186 Benchmark Pala,,C la rad PO Box 5740,Avon,Colorado t11fX flAS�IfIM1~S,lC. '1191.1�332-3759 FAX.3n949-1959 � ! • • • M-.`c 4,c) GPM M- 3 R MraVe ExI -i LJ I I F C 5LI 1 ra 15 SLl I TE A ` ! 2.eo C�ri�M HWR NWT - i Hwy Hwy ,T HISS AU-Ti,�P-1AT IC LI-4 .�LNT • 7 2 it ��� is ! ! �I '(� Its TAP EXiSr. • ��i Ir4' r 114 - Poll — — 157H Fl.R. r Y4 it as ri � 'T4 V41 �4 !�t 7 OFT 8.O FT FT G. En' F:T G a� F"T F`'T 7 C] FT °�. 5 F 1 5 15 �T- c� 0 Fr-r 5. 0 rrT 8 f FT 7_C, Ft. _ ---- _. — --- - - 4TH F L R r ' t I ,+ I I 1 i 9 6A PW NET UNIT f-4eATr R T'Y P � 2 N P T F O 4 _r 14 L R , r I �. N T YPIC-A L. 1 Y4 i gQy\• ,cs1 � rr' '� 1-40 Ft-R. fir, �X�c ilk ��A*0 C��-6 + G4Pr�rF l T '�` ' � g44 N AL � F G �P " 4 .0fT d .c�FT 4 .0 FT _ 4,a FT � C� FT ��.nr�T � 6 AFT 4 �T 4 .0r 4 n �T 4 ,0I%T. } 4 .C»T 4; e? FT G F� 99 , d ' 1�4 _ _ - �J J � - - , �j-r FLIR 2 ''', #4 4 1 2,z r 4 1/4 4 4 1 1 mti - I I ._._�_ f _. LU a HVAC U.41T A>US,PErvG'IE(? F Rfl'r1 KITCHLON OF 11,T F LOC,)R 15AL-Ar-4CE -rb 141111 2-8 M HWPL 2 HI�IR $ rFr 1. 5F�' P.0 FT 5 OFT 9 ,0FT I. 5 FT � 0FT 10_c� Pr G c� �T ENN IX 2.3CPM M-10 M-10 1.1 GFI"I 2.3rMPM 10-F SF" 1q.01fz;TA I. I rP �, rt41FJ TC 0.5 p,5 .:'• N R , iz C1C� I I r.l wlCURK Rr.-r dC If W GPM U I� � � CF_' -� ` GENERAL NOTES, wwR All ductwork, diffusers and equipment >� shown on this plan is existing e::cept a_. " noted or- shown as heavy line weight . � °► ti _rO 601 L r=.� ovzoc:�r-i (F-;: Z14 All removed piping, ductwork, and equip- rnent to he disposed of by contractor, unlLss noted otherwise. . Existing pipes, ductwork and equipment { to be removed are shown hatched. A4 New ductwork and equipment is indicated by heavy line weight. Inasmuch as design for remodel and/or• UU rehabilitation requires that a certain , assumptions be made regarding existing r_ond i t ion a, and because aomv of these assumptions cannot be verified without destroying otherwise adequate or serv- I. 7H1ca f L4,1-4 I1:i;� 6A`-PF_0 C7i-J RJ-4L_ iceablc portions of the building, the � �/� � I / (�� 1 /+� /� �./� Eng ineEr cannot assure the Owner or the HE A ! I r\J C � L H E I !/�� 16 V I A � 9A 1 I Cl�1G, t�}E'-,4�llh•ltat� �"+��� ZyfG>-�3 Contractor- that thu professional Con— -�' � .2, I PP-J I JGiizIK 6HOL-N C-LO1 0ED sulting services herein enr-ompass all `�+� �CALa contingencies. Field coordination during construction is imperative. Con tractors bidding this work, must make reason`ib 1 e allowar-rces for unseen conditions. �- n i C ca . r 0 C :M3n3 OWN echanrCa1"Electrical Yjo[Rjjj BeMecc=k Pam.Suite 307 � PO Box 5740,Avon,Colorado 81620 D,#fj� 303,901191 ti9!.18t 33?-32 • i •lz I'UbN4'1, J J � r � V I�I�flI --J CE� x�sT. 4-ro V > �. > 242 • RE 2;Zi4V- 1 REFER- 11-0 Z-: Fo Fz C.ca"T_li� 2. IGEFER TL) SHEET L-AV r*12, 1 FM CUNT J .,1-I,n.l'G�1 Er". L.fl rJE J.-k�3�.r �` .--.- DER. �"i'i' SrH'iF�.T h'12.I ,�'j_ •�' � i � PflPu}J� T� �F fLt�MGNE�+R. '^ � 1•'�� /'1� LIR1C.w1��cr� i > WASTE +& VENT RISER Q• '2 NO SCALE ~r � Ac WASTE & VENT RISER Q••�� NO SCALES ' OF ,r t- >eP Y GF_RI_� C.fl WASTE & VENT RISER J 0 3 NO SCALE LLJ a © Q ' 1 o 6 r � 0J c) CC w LAQ J J l y V J TG „ > r � R > OF-W 3"o►J. ` 1 ry E x I SY u� -- Ui G C Ta r✓.x� T 6 q F -mo«-1 4" W r�.1sE R 0 10,1000' UU C� p p W FEW 3' W 4 2" V tp re WASTE & VENT RISER WASTE & VENT RISER p WASTE & VENT RISER ''WASTE & 'VENT RISER _ . NO SCALE (c NO SCALE 5 NO SCALE NO SCALE M3m2 12azse ' - MECHANICAL LEGEND AREENOTLNECESSARILYIIUSEUIN LEGEND -- DOMESTIC COLD WATER - ! - PLOW SWITCH r� • CLEANOUT C SS �--_- DOMESTIC Herr WATCH —�---- AQUASTAT W��'�� • 1:? ��'TIrjGt i.�IaTERY PLJHf COVER • TOP Al Of C V R BRASS CLEANOUT PLUG — (� 12EPLACE L�CIS' . ICITCHEEJ I* FLUSH W/ TOP LINE CWNTCR K HEAD. -°140--• DOMESTIC HOT WATER IrEM1'. 811UWN) �-pQ SHOCK ADaoRIIER 5 ,o ` a+ • HOT WATER CIRCULATING WHr} WALL HYDRANT FI• QAr FINISHED GAADiE. —HwS•— HEATING WATER SUPPLY r+Brl HOSE BIBB H�.aT I rJG, I..I.�TER �F'UMf r ,. I.,IA`FI "' G'IETI�Ie Ir k �i ., .;,:` .''" '•' :'�1�^±: i6" SQUARE CONC. PAD —HwR— NEAT11iG WATER RETURN - --{1— PIPE DROP, PIPE RISE - �'-' '� w•�' ''� TROWEL SMOOTH AND EDGE. —sM$— SNO[IA[ELT SUPPLY CONCENTRIC REDUCER 1/8 C.I.BEND '~ —SMR_ SNOWMELT RETURN C PIPE CAP ALANCE OF PIP�,�pp XI�TI NG V ETA" ON ,.�'°SAME AS CLEANOUT 1//8 C.I. BEND. ---SPS SPA SUPPLY 1{+� HORIZONTAL CLEANOUT TO GRADE. —SPR SPA RETURN �� VERTICAL. CLEANOUT �e p CLEANOUT`� /A C.I. WASTE LINE. LENGTH —CH8— CIIILLED WATER SUPPLY (Ors ROOF DRAIN Wood FLOOR L•LEANOU I (FQQL TO SUIT. —CHR-- CHILLED WATER RETURN F5EB FLOOR SFNK E>{I<-aTIr�IG #-1F�A�II.IG� I°Ui"9P� ME ANOUT NOT TO LO A' EO IN — /� —05 CONDENSER SUPPLY FO(D FLOOR DRAIN cza CARPETED AREA. WASTE LINE. —CR CONDENSER RETURN �-- SIAMESE CONNECTION E.yr;PA.r..l�lt�r�l `rAr�.IE[ [E) -� I ItiC,T,A.L,.I... ,•JAW 2E.�E. T°E?�s�. - B 6`00L ��1>�I —Q CONDENSATE DRAIN FIRE HYDRANT B BEND IF CLEANOUT —PC PUMPED CONDENSATE FAQ FIRE ALARM ' �,, OCCURS AT END OF LINE. - —HP$ ICIGII PRESSURE STEAM SUPPLY Q THERMOSTAT r CLEAN OUT ,TO GRADE (COTE —HPR HIGH PRESSURE STEAM RETURN HUMIDISTAT —..- - —LPS ION PRESSURE STEAM SUPPLY 't CONTROL SWITCH —LPR LOW PRESSURE STEAM RETURN APf\ ACCESS PANEL IN WALL • I _ s c A t[:ss 13 , 4L.`I!Ci0L_ ItE�IDeQ• r ^�� _ ^✓ y f � r_ r UP RS REFRIGERANT U TIQN P� ACC NFL � � � ''7! >•'V F--I RI. REFRIGERANT LIQUID (� FIRE DAMPER •Liss REFRIGERANT DISCHARGE to ._, r 1 I /2 ' 3 f_ --^-QiF GLYCOL FEED FLEXIBLE CONNECTION a ! E �y 77 CLEANOUT DETAILS ZI L11a �E1 I IB' I _.- �AI,5t INCA HEAL 1NC3 "FOVi FUEL OIL VENT DUCT SIZES ARE NET INSIDE DIMENSIONS . M I ; r c�R"y1! 2px12 1'I1ZS'f NUMBER IS SIZE OF SURFACE I I — - 5011-E9 4 I-,P_AT + - —FOF - FUEL 0I1, FILL S11OWN (ROUND/RECTANGULAR) • ,2vI A I� -I{l-. ' ; ___ __ xG �.�-IG�, r N O SCALE L E —LPG- LIQUIFED PROPANE GAS ' 2 C.�l UI�' SBCTIOx T1fRU SUPPLY DUCT --G NATURAL GAS SECTION Tl[RU RETURN, EXHAUST OR LJ N T H EA7-F-2 SE E - OUTSIDE AIR INTAKE DUCT . II/,� t //�^�,,� �-M(3 MEDIUM PRESSURE NATURAL GAS � 3' HLJS, HIrJ UP ( 2 N#.`F' DETAIL T {I I IEE�I" 1 [�/ IVE LINE F 1 _ � I�, - -tt-- • r —__-_ - F DRY RIPE FIRE LINE TURNING VALVES SHOWN IN 00 ELBOW vz`' Hw L f (.I�:) * 1R.E�IF_� 1°IPfs'y� �1 (DRK)- • 1 �I H IC up a) -t-<7 ��/ I _ Ta as —V VENT 1 1 I �r ft *^I _ 1 G -- * ItIAY x A —w— WASTE CF CEILING DIFFUSER; THROW PATERN • 2vz F Uta` (r_) v ( I — EXi5TING DOMESTIC HOT t �T MAST �' I� ,�''"tJ i X" �...dW GREASE 14ASrI: INDICATED BY ARROWS �► -- r t . TINC , . IAT=z IGCLLA �I*LCUV�R . SST STORM DRAIN � CEILING RETURN OR EXHAUST REGISTER u � a .• -�--•SS -�� SANITARY SEWER - __.... _ �� �' "-VAC VArUUM UST REGISTER • 1JV W F;114 yF VZ� gErrAAI�I�.) A�--+-- COMPRESSID Alit RETURN o3I EXIIA k'"L 1."(HIS ��E�'r 1eALL } �'ET�-��� l• SUPPLY REGISTER 1 / PLUO(1EO TEE 'N/ CLEANDUT -- �— FLOW INDICATOR _ 4 - Ir GATE VALVE �I3 �,UL ICILE C, 1�IP'LACE _: --- / GAS UP -rO LAUNF_X"r(5_) f �JUf�L.�" 4 Si INTAKE LOUVER I 1 `--17Q-� COMBUSTION AIR Ott ot7rslDE Alit �CISTING I 'tL 1 'It�E� .^.� EX"I t� �` • GLOBE VALVE � F —� CHECK VALVE � SLY- ZE- EXHAUST LOUVER T ��-- FLOW CONTROL VALVE. DOOR TRANSFER GRILLE 4 L EL-?U I I"LENT 0606-1. I t sip}— t� .p�-- �/ � - PLUG OR BALANCING VALVE 9! F_" V E E_:•XI S-TI NG f Oo.. a BALL OR BUTTERFLY VALVE AIR EXTRACTOR/DUCT CAF HEAT XCHANta£•t[ , C'DWOeCr I EXISTING SUI"}F' F'LJI"iP —�- -- N;E W T�+PE,."�" Ij L-t�. TO Ex IS"1'_ �'2. H L.t �CLJ LI Imo' � Z�2 �I Y LALJNt�?Y glNK (a) __. °" - g PLUG VALVE IN RISER . OPPOSED BLADE DAMPER (O.D.D.)/ Lip -ra F i;_C- FLOOR LINE � --�* GLOVE OR GATE VALVE zN It IsrR SINGLE BLADE DAMPER (S.0,D. DRAIN VALVE WITH HOSE•. END EX I-6TI NCB I Ir LUE --- r --� _-_ © SECTION THRU ROUND DUCT OR FLUE STRAINER WITH BLOW OFF 'VALVE RISER -- - _ - REMAIN L I TAB E X I STTNG I J/ �U� � raN1 G U L L I r A N . ATER SpFT- 4 r 70 00— LINE FLOW DIRECTION �-,, 1SECTION CUT LETTER 4 H/4„CL. LP (m) dNr SEA� TEMPERATURE CONTROL VALVE SHEET p �. E. s)[ONN ON I..I LINE t-1 LAUN[�Y (I✓) SE2v'Ice CC*_r7+.&c-T Ar-Ili •• "t��f PRESSURE REDUCING VALVE e ' ' • .� POINT OF NEW CONNECTION SAFETY RELIEF VALVE 1✓-P -{STEM 1/8 C. 1. BEND ° `t' - _ - AIR VENT ABBREVIATIONS v U 7 is PRESSURE/TEMPERATURE TAP BALANCE OF P)PtNG SAWS �}--� PRESSURE GAUGE WITH PIG TAIL 4 COCK AFF ABOVE FINISHED FLOOR OSA OUTSIDE AIR t/[ • t�` ���! N AS CLEANOUT TO GRADE. CABINET and UNIT VTR VENT TNRU ROOF CA COMBUSTION AIR �(.��•ab �� TIIEIZMOM1;rER N MH HANHOLE Uc UNDER CUT 9 •. •�• Q' VACUUM DREAKER C�oN l--•>~ET'���+.GI�TEr-�FTEZ I I.�.I�,��t.�.(.�-(I•r�r;R�L.�. ��'"'�C�-��"'• CLEANOUT INVERT• HE ELEVATIONS OAE OR APPRppVEp Q PIPE ANCI]OR WGO HALL CLEANOUT E}UIVALINT F Co HEATER PIPING � E T. FCO FLOOR GLEANOU'I {E) EXISTING GRADE GUIDE NOT IN CONTRACT MECHANICAL ROOM FLAN COTE CLEANOUT To cRA6 PIPE EXPANSION JOINT �+�+ + n FLEXIBLE CONNECTOR SCALE tl�M*� '-p• TAIL NV SCALE —��i PIPE UNION Z NO SCALE - E J 0 • K - W Wall Pli�!F_A`5�-TLrlF 7A,F' TYP. I�I'r 5�-TEI'SP TAP, nr � �, -FOR UPFEED APPLICATIONS CIRCUIT f• °MI=TT ER PLLIs Retaining Angle z-611 7 _C L, CONTIC©L U r_10LJ-rr_0L. VAL-VE- � \1,baLV� � VlSLVE /�L`j�RN1�-fE I�OLIB1I1C7 �. �'" �� M,dNVOL ,OiK VTIT LoC/Mi0sJ i Wall--.. I I �I FOre, "SAME trlr) C'0WNEC710NS . • r+► • Fi�JT W,�T�� � k?�`Tla� � MI1NU/�L I�Ir� VErJT� �ItE;1/e _ ��QSUI'e �TL)>�.IJ � �1L11°PL_Y � �I � N1G� PoIt�T°) CONTR L V6LVE ,: - `I21~G�S SEt� L�4MF'E ' �I�IFPLY w > OT WA _ I E N C L O" U 1 , t Detail a7 lg � J L� /�I°rLIC4,P)LE ) i U 4 HoUECTIrJCI 11EIaNT � AA f T E.4M r CAF n © /� '- — — — - r tt , f5Qu I P L11)7 `� C' 0' r_ t,['bE_IH OiKECZ1©rJ rn Da er Frame TI-IRL► FLOW, 0rJ hN/SLL) C0N7. r°EI, rLAt4lb Fr F: 13f2EAKAWA' K�{ T Col\1N�G`rl©N ZONE HEATING ZONE HEATING or E>l�lEf - N COIL AS '1rf' COOLING COIL ASS ' Y_ BASEBOARD RADIATION DETAIL N Era l{ealaer"usio l cipwo, r n.t.avd Recommended Minimum Sleeve Thickness - - - d NO SCALE E•rtaawm NO SCALE NO SCALE LU r.war IDIOM DUCT DIMENSION Wdmwn Shaw Thk Yna11• Uj / (In dlam•lar a•ItMr fNaw r✓/ Unc Coar Type r�cnprU 0-to $1.01 EIeI N07E: t7, 16 t-ESS 1-Hr4•r`I DZ Bteskaway 12"down 215 .01 B" F L.D W SLJ I f(,}•I - - WOOD STUD t �9.21 1311-301, 24 024" 4.t). �Y .i NuicATric. vl_,&�- V low I• ftAT� r'I PEA aj W I f(-H TO TU/ 5PKI I'f IC L 1r12 31"•SI" 22 .030" L\LA IZ", ° i � ! 1 y �1��rr row" F' 0 TI..J 1ST IN FITTING 5S°'•a4" 2O 036" ���LIICCE L�AI�Ci✓✓s W/ r'--IAN. pf•'1PR, HANDLE 4. LOCK 13x� \il'A 1--- 85"Up to .0 47" • G�'IECK VALY� N U'T MITIu./TUB 'tbuavw wart Hcknav,mvaf aM,Q rot 0a Yrf Man dui{pogo a plat apMr�caet.Whgrle.A by� xa�tb euiirvufY. ``� 1J.1 TV slt\mesE FI>2E - a0 By U L Slendard 555 all ducts are required to te+rnineta at sleeves or damper frames.Sleeve thickness Is r � �E �oNN�triorl • T contingent on type of conneeiton.All U.L.listed dampers also have maximum dimensions assocWted w WG- iih T 121 f„ t; A COW- Oil FLC09- t� ,t�J the lest r0ng D& N11. •ECc VaVPLAN;`aHE-E_T M-2 ! ! C .t NC THIS K0trTA1L IS GtEt-!F_ '1C I�1 NATURE ,� i�” FL1NN l r1"YP 1 I UD TO 24 DMPF�. Ali' SLOW LJdRr'1 DRIVE [) �y 2 —r t Ieb SOT INTLr-40 C To CQVEJZ ALL CAbE15 2, SODS 2S" TO G•f? SS, CLAMP Q -- CR Q GDIICIsion(MlYA/ONAy ( r I=Ii� CAAMPER- It�q:irAL-LATIOt-4. V � w PIPF- To ls-Lcoe ©earl?-N'I? AIR FL,U 3 RODS &r#oVI<R uEl-rt' TTb ,/ sET SGF� Ir,l FLEX, DUCT X09, I'I�C3 Y IpE 1=° ' 'fir' EO T4F1 5W BIZ-1-+Gills. WHEN US 5Pl-I"rTEfZ DMPR. FIRE DAMPER INSTALLATION DETAIL � Hl- VF-L,i FOR LOW ►��°�T PQAI N .YAL.VE, PI P5 � �1 ITHDUT 5P vif rcl DP PQ<!Z, n NO SCALE o� FLook p�N• ROUND DUCT QUCI.SR I QETAIL TAKE-OFF FIRE ENTRY STATION NO 'SCALE NO SCALE NO SCALE (' (D sds�.' ,�%�,?L: tZvoLefitr aiii�°.:aaR':c�<:`?�7Fs>�,a*7iF�?t,+d'3i.r��YzAt�':•�/�str.°,�y'¢� R:;3a ::_ k>.r..>7:�^."6b.�'Y&�x^� ;e.•�s .;Ye,. .. :.'.'. -.°'sF :xaz: -.'. .:. - �:' - .,: •-. ,. Mechanlcall lectri ~ Benchmark Plaza,Serra 307 PO Box STAG,Avon,Colorado 81620 f1�p lt��ts,Inc. 363-sa9-1141.1-&X)-332,3259 r FAX Jla9491959 Sul 5 T, NZI ' �' ` f r j f F S w a r I M _ F 2 s I F_X16rtNG 5-V DN--, • V, 77K, Pi P4 1 �_ � r � w� i VY v' rDN 2 W Dley i p i a 2"V DN 6` i I ep�- E `✓ ON I I 0 C?N �- 1 - t I I t � I E I n Iv I s SUITE I SUITE .� __ I 2 I . _ I I I C C. C L-J I FF Tu a �% I I s i I Uj LJ —27 •fir w� f D z FLAG NOTES' _ GENERAL NOTES _ 3: Y Ir. A11 ductwork, diffusers and equipment , Qoordinate architectural, structural , shown - on this plan is existing e:;cept as 'mechanical , electrical and interior noted ors shown as h *: heavy line weight. deign drawings, piping, d�.sct.worE:, equipment, etc. prior to- in stallation. All removed g, q P- z piping, and e psi L� F�1�11�4G �I.ULJ AI�EP fnent to be disposed of by cantractQr I�, Inasmuch as design for remodel anti/or F7LCC�� 1GAL_, T`"�r' unless noted otherwise, rehabilitation requir+�s that a certain assumptions be made regarding existing (r � Existing pipes, , ductwork and equipment conditions, and because some of these W -to be removed are shown hatched. assumptions cannot be verified without destroying otherwise adequate or serv- New ductwork and equipment is indicated iceable portions of the building, the 0 =k y heavy line weight. Engineer-' cannot assure the Owner or the ` 0 C �' / b. ' L ff professional can- Contractor Contractor that the piping, ductwork , etc . as neces- sulting service. her encompass all >' Q sorry to accommodate structure, beams, contingencies. Field coordination during columns and existing equipment . construction is imperative. Contractors bidding this work must make reasonable Al l existing Support rods and straps 9 PP nvw allowances fnr unseen conditions. supporting ducts, pipes, air tubing, electrical conduit, etc. that are re- moved i to allow room for ins location of FIFTH LEVEL PLUMBING PLAN ~ new equi.pmrnt sli�all be relocated and � M2m3 rEinstallod . • SCALE 1/4"W—O" O Z 1°'ield verify location' of all e :i.sting _ Piping, equipment , ductwork, etc . Refer to architectural drawings for dimensions. r. �. m ��^arms:�.�3.� �,� �ask��h,.�ro,� xass �3•�e.��!s�.v'�,��&. �': a .,a, .,. .;. _s ,,. . .' i�,P6P4 {-.33}&n„(�4n"F.T -..iFrnYivMni°� "-�3':.�.:X.affi<.Mtii.,.,e,4,,`A.•&.'�'......X.h:.:uEt'°.!. L6�'..• ... C._.a41 .i .. �..s.':i > „ ..,. .: ...._ .... . ..,. ,. ...... .... .... .'?va: ,w..#..k ieC'#.�:`!Fh... ...`e.:uE.ad-:.y//•S.h{t7L>,�C�.'�23ba�.o4Nra<:Y1P.R..,m.,@.i.:.a 61AYRA,+k'1..:.. 1•rcC�..mae�rnM/fiH: a - - _ - _ Sm8(4b,&M4�' -..'RkC�9. _ - kh�+� .S�Cl1�9TP'R'61 'Pe C' ,.x' ts�'aS146"�+'•443'A+s.T +iea.:Lf-`i49r axw�`14F�*.•T+�K��°++sii."r.W c M'.� SD i'Y.�?1t�Kr..T .�'2, ., G9T$'vr�k1+' +�¢ '•gaf2. -?�t%."f.IDY'X•" - M�AWI)�:i'FD1�taP.bF1'WV�Yf+.�YZ -Y'T�i)'�C' R&•:ate:.. ,. _ - .- - .. ... .. ..: :. - `.•.:v+?,s'BI�,?-r.,,fiM?-xaf�"?.�.?�na-.s.+ ffiJissa,aa^r4i:YA L'. • � yo Meehanrcar/Ele�e�fncar H f 8 iul Benchmark Box 74,Avon,,CDIorad PD Box 574Q.Avon.Colorado 81510 �. f�fq 6MOMIlh�t I +t; 303-949-1191.1-800,.W-3M � FAX 303-949-1959 } .. F t , Ek Tr r-1-r: M 1.3 FilC, PIFIrJSi u t�t�►ErJT 1rJ —rHd,i;, AK+i~A. 0 p PA L IT I U"N 1"f e•1 L, V.C. .4 9Y8 ♦ f f � x a i p F. • 4 me QF an r � __ C�1•i ICJ. �" w T� �st►=�•r�r+� 4'' r :21, I-+1 up �'- P i pr r., l # Elvu I P M,,.r`J-T' 3'" w ✓� INF�I+� f EX1---rd >Jci RISEW- loom `P(PKC` AL URNIT Op"' LAN NG T E' rHE W JUTE �fPl'N[ar Fr�Dt-� .� J F.• M2s2 1ST THOR"OUGH 4TH 4TH LEVEE. PLUMBING P LL A ' rl�'9��-:'�ar?'�.Kai.Y�.iYjMi'S: i1��AFua-;P.Pfa4`�r.�;V,hYV'�'a:h`�x�AS.ee1+?Fedd3?.s?.M'�Ax�ix w.-ii::.ye.°91Mh:.aORP.`tNM'z:2Jb1f4'+s°.^l.;!!.Kq!sa, d...x.,ZH e::.l�^w:.•3'+A•);G::�..NK�atlxffi>.aY.evC?k:.i[3A17YS7�B�alalfLE:LtiYf::�'-:tMYEeYL T.:s+r,!Sya»c::v,%i.:=E',�s�%%.U'<^-�'I�V16^wt�Y�kdrlV�vFl uYC!0.�"";Fr'RJ.*1Y14al-�t�.�sMMOrah"+":°/�A`Q1�W�[�l:,ra'�}a"'+�,bv.;C-... •.ad11W".iF�Dr.�,:esa+-,'b[.i+:3ssee'Rn.-f.�. _ Mechartacal/EJectrical Benchmark,ko Col rad PQ Box 5740,Avon,Colorado 81G70 fd�d�Eb' ;1;1NS' 3�E5,IBC. FAUX X949.1959 3259 .. 4 t 1 -7, ' F'L004? OieA,IN 165LOL-J 6K p PII I Hof IIfF wo v�GUU11 IF !1aI�,�Sk+ II.0 l.•,I �AI�+�� p r�-� z" _ 1 s I P Pe xa• � ' a ���V�� 1 JSJs R. L IHE T M •2 r I T E # C-W 4 H 31 W lJl°- - _ I � I ' r Z"G -r© ax I�;TI� a:I T?-H EN &TrP AT-r0L IA NG e!5 I r _ a f2- -� I Lll Q__ € 1 - _ � 4 1 + 2EHACrILITAT� AND NS'rALL, !, NEW Z� aZ f�EE.P 1 I � I'71QYi.�IILL. FILL W/ I � �Xr.�Ti ► I�IAT�t� �..LO � , ,� � r.G � � 11 „ tXMe Y LE1/ML TYt ' N LI +I/�3' G 1 iHW /4 TO I%z Wa�Htrb ' FITNE - - I ` Alf,j IIN TO I I N Ny, r j Tvc H, M ; -N _ V Ljr , I n 1 � �v til itG' w"f k U , fL- _Yl 1+ M I�� 211 �✓ U I° I %'� - _ �- I 1 1 I� p I t i Y�NG + .r 4XI�TtN�► x/411 C,f..9 ,-v UA'Y"S NEW � � `� :i,` Il ( ��" � - " � �; �I,IGTt..1p{� ���G`T +rS � •� �atVAL ��r••�� � OF 1 'V C�•�'IIJt�} - r I I / r 7 HC)Uf)5 E5I"INCA o I " 1 r Iy f . v. r r � . Y„Y- , • I. r� � i ! + r i i ! .il! .11",lell. � . 9 . + L 1 11 rjIfs r-1 7- fTihf�, > ) >r 5 I - - - �N�p '�MAIf+�, ! I - I i 44 0 0.(F_ „ W of(F1 I � � I -�°.-- -__- T'Q k l n I > I L 2 +I v f - I +- 11 ! I + - I _... .`! Neo C I.� U 1 �ji�el.J( �.I �i �.I QI�S F_KM l�(A - v , I - I I'. 7"D 1W�-rAL,,. SIEW PII�f�Ca+ft p 'c U�I�I'`"k9rl�I�" d t�.Et�-I fll►� ` _ F I KTu t`:IIr , Nat f_ CUN GTIGN TG; 1 PI 1 I) rI.,C,clz 511VK5 r21 _ OFFIG� I , { Sr— I AI_I �?W/�N�11 I IX�rH IN d )'�T W�H I�lt1 I � 1 II - -f IZINAL 60N�N GTfGN E) �t2>�A Ert`T2�aP' 1 1 GU a�IEIV , Zv erg 1-11170-� I FIZEEZ.l2 C4 XV _ rl0rL WINE oNT I f - ` ! I PLUG 5X ITT, EF- , 1 y 1 -- DEMO FLAG NOTES GENERAL NOTES �� �.`� � # I C �IL4, f_Xt1aTINI(,r :: CAIN L-�ff+.'1•IG Efi' I All ductwork, diffusers and equipment ,,All existing support rods and straps now r,7nasmuch as design for remodel and/or shown on this plan is existing except as supporting ducts, pipes, air tubing, rehabilitation requires that a certain > AF&A�e+N FAItjTIIVd ` T QIPIINCx, noted or shown as heavy line weight, electrical conduit, etc. that are re- assumptions be made regarding existing + moved to allow room for installation of conditions, and because some of these �.:J 'LeAN aXI_`rirJC--% 44 G"r f"P'IN4:CP rO� g, t equip- new equipment shall be relocated and assumptions cannot be ver=ified without All removed piping, ductwork and a ui �,N! � C7+c. IN'! +��'TG� ro IT S ment to be disposed of by contractor reinstalled. destroying otherwise adequate or sere- "rft_jC (IfN4TIG1iN, It=TALL STCARGH'r -,'/'I�I"'I unless. noted otherwise. iceable portions of the building,-- - - PIPING TM2J �Nf� q G'I:.. �NTrvf�srt�'T�i�., P 9, ANr7 SILL �I �� 71 Field verify location of all existing Engineer cannot assure the Owner or the ..,Existing pipes, ductwork and equipment piping, equipment, ductwork, etc. Contractor that the professional con- _. . . rL p �fE XI��'f1.IG1+ H��c 13IRY3 • GAP PIfF_ to be removed are shown hatched. � su l t i ng set-vices herein encompass all M28 IN WAL:. ,,,prefer to architectural drawings for contingencies. Fld_ , 00rejination during BASEMENT LEVEL PLUMBING PLAN A New d�+ctwork� and equipment is indicated dimensions, construction is imperative. Cont+•actora SCALE 1/4"T!0 by heavy line weight. Bidding this work; must make reasonable - `401TE' I2�12 TO �N�ET !"11.2 FOIL Cr�T• #,Coordinate arehiter aural , structural , allowances for unseen conditions. OF ''`IF31'�G 5, Offset piping, ductwork, etc . as neeces-° mechanical , electrical and interior nary to accommodate structure, beams, design drawings, piping, ductwork, columns and existing equipment. equipment, etc. prior to installation. . arr.+:ers�". .>::,R,�nu.;i?�rsw!xe33�,:�e3Gk"rt- - _ -. ,•dr�:�vsNIF-�:a _ rRt. ' �:.,.x'a�ie.r.� _. _ _. ::., -. ..; ._.:,.. . :,- :`e,'>--+ .g L,:i.%. v .�_.iaar:- "awt!%; :.. _,: , .3;;,.CR'lNY''.,.A,4@grlw 4nEL�C¢T*n:: . .:..-:. ..,#.'}�.. ..r5 . ,::'?2�u.r...:f.,Yc�T}aTY:e:::,:./vE•`k(' L.f:..Y,:.�/ir" 7/(�Sa�°�1`•¢'�Pf5,'a�AE9CW .�, +13 �T� , _ Mechanical EleClrical Benchmark Plaza, :iurfe 3137 YR 0 1 k ' PQ.Sax 74Q,Avon,Colorado 97fi20 303-949 1191.1 BOli7• '1259 �ft,INC. FAX 363-949-1459 r U f I�s.nlcgA RW+> ' /ITN V104aAMON iyOLI�TC-'b o ,A 30 LO U`V tr M ~-- y,6. 1 i IL`�1 LJ A- H EATe: AGGE�-S �NaL- _ �TEx -- 5 x 15 T I N G l�0 IJ\/a IC '6'Z7 ' f 9M-1AIN. r--LANK pF� CC�RRiC�R - I�HA�IL.1TATE d. IeEIN6 A,I�>- ! vv i5T I NG EX H^u6-f` FAN, I�krjV�IDE ' VI1� TIOcJ 1.50LAT�W_s, ��La.l<P_ 4`.k L.E ' = I'-Gr" Ml � �CC"fING E_ r-1 l r-� FAQ x -TOANSITION DLIGTLJ�K TC7 rAN AS ZeCALJI-C E ED, T1'P V •s°' r _ - - O 3 x I Z H14K P-4 ' �� X� O(��A�I .��.�.'�"IEET �I�•1, `' ���,r •. A,P A. IS C) LEI r� _ CD EA. Q 134 2-HL' GHA6E 7x , �GW'1.I- � - -- - -. - gyp • O IC.axlo iN ~� A.f::- Fil..� -i - .•°i5 ' K� QXQ I f a f QF Lou v� ` E` WL.15 HWi2 , I -x,Vic'- DDW N 7� M-Sc Raba d � 31� Ir U �.ae F,,r• R 1 SUITE � _ - E �.:.�. , { 1 `14 HWS ESN r - 41 aa�rr f: 3 z I ; J � Ul UJ / Co CY? ` 3W HL.0 I�IF'1NG e �,4wHWC DN , 3/14., HW_5 ON , I I��__ .�...yI�J_�._ Q �{ H aN p '� I.�- NV HWS AWN -- . . 'i'A GENERAL IVC}TEAA �. PETAIL(o, SHT• I"I ,�, TYI Offset piping, ductwork., etc• as neces- t Inasmuch as design for remodel and/or nary to accommodate structure, beams, rehabilitation requires that a certain columns and e-isting equipment. assumptions be made regarding existing rondition5, and because some of these Z. All existing support rods and straps now assti.rmpti.ons cannot bL verified withinut supporting ducts, pipes, air tubing, destroying otherwise adequate or serv- electrical conduit, etc. that are re- iceable portions of the building, the moved to allow room for installation of Engineer cannot assure the Owner car the new egr.ripment: shall be relocated and Contractor that the professional con- reinstalled. sulting services herein encompass' all contingencies. Field coordination during � a Field verify location of all exiating construction is imperative. Contractors piping, equipment, ductwork, etc. - b i.cid i this wc�r4: Must maw::e reasonable dI allowances for unseen conditions. - � 0 C �i Coordinate architectural , structural , { mechanical , electrical an c4 interior fiat crater and cold water branches to � `y -t hot water and 1 '' �pp deign dr^awangs, piping, ductwcarFc, routed from nearer a __.-�' 7` .> equipment, etc_ . prior to installation. `-'r�crld water of line si.•�r=� equal to or . grie-ester than new branch, typical . Insu-- latca all new hot water piping. w ' Support pipe with roc! and clevis or clamps. No pipe tape allowed. -NEW = 1 .xb FIFTH LEVEL H&V PLAN � F- CC SCALE 1/4":V-0" h ...__.. .. :. .. ... .. ......... - ... . ,,.. �.,:,,., .- :C*"s:2;fz" ,: .....a•.w,�:�iP'�:� �6dty:7•.1dh": >�:�i,,.. 'Oz'�Rb'»�;%(nr. � .•x': ��e' G>n1.2;3_:.st..��i."57ffr�x...o> #, at;F'�..ct ,>�P59i?�akcR A. '��»FSw:'kw-?s�ti'��:�"ro='�AR :tkx9�'ai'r:�'x�a�s�.'«?'.,�'�,t'... .� .. ... ..,.. .. ,. - .-.,. ..,. ...... ...c.o.. .'S', .i' a. :.•:: :9:�.Aii`:YSiC2:'Ja`Y9t/Yip+V.:s�4i��rtr.Zf?,`�-�.�46NrP.�;�. .:x�47�._ d':.pts�7e`eY�-a...'Yi4YSX."aGM,t?, .3RaK,tS�'... A" ^:..� Y',a,...fir . .. .. .. - ,. .: .,.. . ,.. ...yp., ,+r+...... #ii` .l Yes:uxi,:f��;,.:SRRA$!i'a ':i�e".:kti: :sa'&xR-riF ,�E;':;:5�:7§ s:�'a,.:;'?Atl:�+,`!�r ,..:,�,:at-awxx<=RC%.a;n;,.+«•xo :YS�irxnr.u :!'..:[a<4>.. -..:.;,.a:...w.a,-,tr,;w.,-ar.:)M„?51.,...wS&.Tn:.u�r-....'kdF[ !� -�J S.a+':5�3a,'a".'��'6St-;k+:k`.3�:`,+'il'd� '-:: i'.'., '�'r��'xw.'` Y.s°.",.:,xWi:YP'6oT7'�:'�.�.M1Y[S'.i:'F.'!,�.kF �`�L 'n'. �. .`!.:: B".o- +P„G;F.eaaMle'ASK.`Id.V'iP $:.l`tkeP,f,??Si+.".�•'Y�'I;a Sl ,kC k_?,�a8>.�?a,.�V)e x•81, ..n. " - ,a Mechanrcal/Elecrrical Benchmark S Ygo[RiUIP0,Box 5741,Avo n Col orad o alfi2(1 • fngineerinn Cllnsnttants,Inc. FAX 30--90-ice • r d' N i N T .Kt G1 1•,It�JP TI N -- 2 F x 2 g" I q TA KE GL.�N WF-C` 10t J • — '`•. 4tux 2$� ekHA U�T cc�NF—c NCsTE: I?I<I"��YE IX1._.�TIN�a � �� 2 � K_ 2 &� RI:*.Vr�� prJGT c�►�N�c� IoJ.I� EX faA U T 1=A N WITH g-8 'P3A 6,r P RA F T PA m PE R\T T 2 J�x'�L , ,, GCa -. T I N L4 U'ra RAIN "e7'u r E Y U1=F UNI.J'�J:� L. - UVl=�� w,/ "a HI ETM 'TA INI" ) JLATI C)N G A f_`r" GIRJ L LE wG EL 4 U"IT N ,.- 1&,>< rd XaUPPLY AIR DUCT } x s A JJ _ _ PSI =1 — 4 x i� / _ 3 f - - } JC - U I B >L 2b 121.TURN AIR li UCT �v / • r i i►: w I r L 1 1eI 11 I T 1 _ _ -r « r '60 - �_..:r_ _.�' �L�.Xi13r.�I� _ — . • 1 I �� I 1 x lA J'�P T DLdT i__, I-!akT N 6-4 Cc';�_ C r,"4ry=-G r T I C"N - - - -.4 - _ ,i• AUTOMATIC 4-01`14TIgC'L A►aMpEP,'b `;`� � I LRA1N TO F=L_ �2 PP,l ri � 8Y 7r- "P 66)NT R.0 L 60MT'FZAC Tr LUMf3ING PLAN — 5 TH FL R, TO� L �T • T IOUV4 r �,�� Ir �_ -- V1I3aAT r c r,,I ►�c�L�+,-�c-%R� , -r Y P Ica t✓I~. I! y4 N L. -,c^ a y4' � ► � � �; �c ra L.I�: : V4 AIIK E�'LENPER • IrA • • I-ITIG FRO -7 P " i -HT(2 FR e 110 WAS 1 r IN e 11XISTIN ELI-V E4, U� CAS Er X I N Gr 4 4 2 Z 1~x'7'"1 °►t_ =MAIN AS I E> +� it ' iFfivAvC U}WIT -- � q � ,� ` ' 2P 2g 'PUS "r ;I .1N TI pN . ° T CCUNNVZ 14) 1 - -` ePV« 'q L L T CC'r.,l F jLt r 16 riMr - • �-� F�R �'L lJ I'�I�I P.J,� I IJ T I�I� �.tx�A CJ:Q.� R4?_Ot ,✓' 5,>1=1E 1?I2, G ,k P�01VF i0 Ld i, IGO II —# r T r �r i UNIT �--- Hv�1 R I�P FPM tr IWEa � - A ,ILL�x� � � - - -w - ---- •�..__-� '--- I 2 F- # u _`f ��R I L L E ,7 X F� �F 2 � G L-� p� I, TIC FL-FR. TO C.-I - _f• UN I =,T4 LR_ r- F T I G. F�C�C)r"1 x 1 GO�JrJE+`T TC „/ ETA LU I ----__ - IIP �' RUti1 PUGT Jr•.1 G �ILItJ� ���Gt IS -- , I-ETC,. K �� 1 $7C- GF1"1UPF'ts f GKtLL.F 12%C eEz- -10 V 5 HTC � Io --� r! ! 060T TO r-1 G.`_2"` I?C E F L 00F9 HLG Cr I L I -rypICAL C"� 7 ETA } i - _�_ _ ----- n I>� vIVA L-L I� I�E- 1. k 09 ANI� r't1.4 NEI_l 7�IJTNNGr. . X2L� { w f' tYf- or `7 ` � OALANCIWG PAW eAS Uj 1Mr10VE f� HAMILJ-TATE N To MTh I4 *-$ TYr EKHALJS_r rAN, FE1: Tb FLA, 46II0f irfii. TYr OF= 7 1 ' �kHAU�T RIhfiP, UP F=IROM c�HAFT p�►�I.D€N6 l�XHALJ'sT GENERAL NOTES. MICA-Pe R ,SUN vucr CL�0- c7 A+TTI� FLOR . , FIRE Par1PI-P 1T -(P All ductwork, diffusers and equipment shown on this plan is existing. , L All removed piping, ductwork and equip- __ p went to be disposed of by contractor, r unless noted otherwise. z{ -5, Remove all existing pipes, ductwork and ' Ir equipment unless otherwise noted. Z, I°ield verify location of all existing piping, equipment, ductwork, etc. z S. Inasmuch as design for remodel and/or DEMOLI TION NOTES rehabilitation requires, that a certain assumptions be made regarding existin!3 conditions, and because SOMe of these IZZF-10VE5 ALL.. EAI5`TINCv E<:.eLJ t"r-1ENi`i, PI'PING� FJXTV�ES assumpt i runs cannot be verified without Ui 'C�UGTI�.Iat2K, E'F�, ON '1~HIS LE�/1✓L Llr;1L�.�5<. C''�TI+Er�L•.JIS� destroying otherwise adequate or serv- iceable portions of the building, the Engineer cannot assure the Owner or the Contractor that th)e professional con- 7-.eEI"0VI_ ALI_ r�F�JG., GL. ) HLM-.1, Wt.V PILING ANQ suiting services hereir) encompass all CAP=1= A5 contingencies. Field coordination during a 4s construction is imperative. Contractors - cons bidding this work er at make reasonable •3• TH�SE PLANS A1<-5- 0A,EJ� C N CNIL INC, _AWINGS allowances -for unseen conditions. �'�'��� �- Iii- �� DEMOLITION _ �,��r� -rU G"1_0 UCDED rsb71r-_S N&�..1 I t.!r-0Z M AT IG7 N MECHANICAL AND PLUMBING PLAN _ FIFTH FLOOR SCALE 1 /80: 1 O 0 At I C m Z O c IM M. 5 1 I Y .� .... ....- 9P.'-B•':; 'FAX%i :Y.: 'Y:Sys:�• f:� !.1.$2'>s;4.':$A3kia.`n 2d^�`F.... `"ug - ':'.'kY,`k i2K:.:o` fi:.:01k+.tFfi";:C a`..'1.:YF:.':@. .. ;.. - -..; - "J�-+' ;5�'.+&°+ '��$'�:. .. - i 4 f FLAG NOTES GENERAL NOTES , Kf-.HAT_21LI`t"A_T_E 5xI-_4',TIN6 GASINET HSATEC 1, All ductwork, diffusers and equipment !LUKE M0TCIZ GLEAN FAN WHEEL-, CI EAN shown on this Plan is existing except as COIL) aEPL_ACE FILTER, ETC_) noted or shown was heavy line weight. EXITING H, � HL J;Z T© 2 All removed piping, ductwork and a q u i p- CAr C_FF TEE ANA Es.f"IUti/'E EXISTING GL,I6Tw0914. �--� merit to be disposed of by contractor ;` FFctir'I THIS r`�,'NT JI° LIP Ta FIFTH LEVEL ( J EXI6"I~ING t 5E0A 0 T.•, ;ZE'I"AIN,TY'p unless noted otherwise. TG FIFTH LEEVEL ?"E9MI►4�41IDN feIrp�EIc Tta MIX Fz5o"12. `J CON T Q EXL'STiNCa LC�LJVE II 1Allel Existing Pipes, ductWorE:: and equipment to be removed are shown hatched. Uk G-nNG DUG'T l0 gf�"kINI 1='IP'E F�ENt;T�A"rIUN "rM12UUGH �"�EL Lll%' TC F1FT}-I--_-__�__��_ �•, _ _ t �. New ductwork and equipment is indicated LEVEL 5 IG xCp L11° by heavy line weight. pEN10L.I_'!�H 4 VEMOV15 r, Of fret piping, ductwork, etc , as ne-ces ©IFF A� P'IEr►sLj1e_5 . E.AlSTING UST el E:Cs nary to accommodate structure, beams, �EsY N� F"LC I T€i UCa H . E I"tA I N, _ column�� and existing equipment, t � , C.•.� I(�, � ( } EXT-E5N0 [)UcTL.KDeIK rz:K15T4NG E-XHAIJST /. All existing support rods and straps now - - ---- --- - �_ i�ISE� supporting ducts pipes, air tubing, A - T --�I �}5 —� TII� NELi I:)UC-'L_i0�+- IaP 5 - P P 9, s�, electrical conduit, etc, that are re- �EILINEr LL �" I `{ r i -- INTO rUINT OF N-L.J I ,,,� moved to allow room for installation of �XIST"ING� GFN} GC�NNEGTION SHO"IN4 ` - ��` ON TH 16 SHEET (� Co U�, Q�x N _� � , II2� 'pAMPIE� . new equipment shall be relocated and �_ - T� r.1AIN /t. ,- 1 G 1`� HWS � reinstalled. "ALL _l �. FOCKIIITINCM _- _- ! EXHAUST= � J?3A1_?I-tl1 �XHAIJS`r 7 Field verify location of all existing �C1�TIl4 r kkt '7 '-I'v>w� �I-IAF'1" �I�IL.LE� rG >ZE'`�/aIN�'I'�'t�. i xa �' Art-+ I�VE L> P Pings equipment, ductwork , etc. T� �F�'11�IN Refer to architectural drawings for NC;r�: THIS 6-FC..TION IS dimensions. IP'I I LAZ TV ALrL GA-Ir'H ' �• Coordinate architectural , stra.rctural , 2 SECTION EXHAUSr GIs s mechanical , ' electrical and interior NO SCALE rll.4 a design drawings, piping, ductwork, equipment, etc. prior to installation. , Inasmuch as design -for remodel and/or 'F rehabilitation requires that a certain assumptions be made regarding existing conditions, and because some of these assumptions cannot be verified without destroying otherwise adequate or serv- iceable portions of the building, the ' Engineer cannot assure the Owner or the Contractor that the professional con- oQ�1• ; ` ;tisi ' sulting services herein encompass all �•¢ I contingencies. Field coordination during construction is imperative. Contractors �o bidding this work must make reasonable allowances for unseen conditions. 4g NAL • E/CI��TFNv:r Gcl-rAu"ZIT 0"ev ' -'Viw / :G _ ri - ' ;QP 'ANc:. &14TING > ALIe'T I? -P '. eN i, -k�F-PLAG t1 6X I t'T I I s K iJ pe S<' _ J —• Hwy '+ �.uT � :.. l� AR G OW j GI.,I HW,V, (..� 'f'IINs;1 IN I^I/►L� y " B B !JJ < E1 a G y+ 9 R p � 2C)-9 Llf✓ `t'G f'A I6E0 ;IL-00e , 16 LEVEL 40 /.. t1. • T/ f dn Ir T= L �i ti ( _ of _ —0 /• - { ew LA 3 I/'4 a _ D LAJ . ► '57 C :. F ' M 3 TYPICAL UNIT PLAN 1 ST FOURTH LEVEL H & V PLAN TH FEES 1 6 .. SCALE 1 /8".- V-0' SCALE 1 /4" V -0a" r _ i u, FqjWj - Senchim(k Plaza,Suite 177 .. - -:+�ii�:tYn:�-i�.�'odFf' 'i=:�>-94Af1�.�„eo.°`'-....,.mow: %w,:�:..�3%ri>,�.�:..:• a__. .xr: .-..o- a - ,-n_ro:. ..-„ ,,.-:,.e:K ...r, _ _ _ _ _ - ! '_ d; __ .ss �s.A"...`• _s.�..,, •.. .9sv -..•s _JC�k. ;y,}..sue.. - - - _ _ -__'xwss s-L'4J;,:,..+3F�r*n.:�.:..;c!!Iiyf�larti.*ir_'_. .... -. .. r�'i,.,..:-.:hre�°�iae. -. sa__'.,h�'N<;: ,.,..- eea. :,. <�sdr. ,. _r..;_. •:sr -<. - .e.: �,nn•r••efPArJY�Y�7l�% .. �IC'W.JQArf�nm7P!!r„'i.nhai.,w.-,wt+�F;,tl�+t^°�...;�i,...as„_«?L+nnM,..:nr ?..'a+•'�.�..:A,+�.r .,,iy”'.c;"KtiMfiJ�"SIK 'k-.aKx'f'_-� r.?wx Meciraarc�l'rEldctnucal PD Box 5740.Avon,Colaavo 9Tb�CJ yo I I H Ai I 31R39d9•Ti91•J•d�fD`33?-3?59 El W oil 11 HtS,W, FAX 3a949-1959 faENERAL NOTES , 1, All ductwork, diffusers and equ ipman tr- shown on this plan is existing except as noted or shown as heavy line weight . L, All removed piping, ductwork; and equip- fnent to be disposed of by contractor unless noted otherwise. !�t Existing pipes, ductworks and equipment f to be removed are shown hatched. New ductwork; and equipment is indicated by heavy 'line weight. Offset piping, ductwork , etc . as neces- sary to accommodate structure, beams, columns and existing equipment. All existing support rods and straps now supporting dur_ts,. pipes, air tubing, electrical conduit, etc. that are re- moved to allow room for installation of - " - new equipment shall be relocated and HOSPITALITY UNIT MECHANICAL PLAN w reinstalled. Field verify location of all existing FIRST LEVEL ONLY 0 piping, equipment, ductwork , etc. _ F"fXTJW_SS, TYf., Z SCALE 1 / 4*: 1 �-O' Refer, to architectural drawings for dimensions. L;�c Coordinate architectural , structural , -� mechanical electrical and interior design drawings, piping, ductwork, AV- -�o ��/� 1 _ _ ,/(— ����/// equipment, etc. prior- to installation. ' -�y % ..�. `ky lit Ina rrruch as design for remodel and/or � rehabilitation requires that a certain I.AV. 3uT� A. p14 assumptions be !Wade regarding existing conditions, and because some of these Fli'IN64 . CAP Vr-WT "� 1(V l W4i TL11S � � assumptions cannot be verified without ./k �MsIdg.�• ,{` k, � �v destroying otherwise adequate or serv- o _ r i� l4'S TO OF-MAIN, iceable portions of the bui lding, the Engineer cannot assure the Owner, or the - ��004-Pa- 00 .0” r f Contractor that the professional con- ..ti� q' kulting services herein encompass all �• ``� -contingencies. Field coordination during -7 `° M'Irc(�?TINdr I�' EKT construction is imperative.. Contractors :;Do 1ttH,-vf ExPsopriW-7 TU15 ,N CA46r 'THIZL1 •V 2'7 LEVCL r rs� V.K,r IN 4CHAP'A bidding this work: must make reasonable R� tr.E'�' L..• GAP 10 t:,,r l wv � ON 2 I..�vtc-, allowances for unseen conditions. q�, '�r,'Q� WASH y VtNT e.�T'� ON Q 0* A%. ®@. � GOL gI�Z. GdhT �''�TIn Ga 4 HW TIPIN44 . _�-.-- E)(1671N,� FQ(HALJST Q15L-� 7-0 1c="AI N, e6)PAI,.Ar_ i 5gILLE T 45 C-PH ' • ra�,.� I'l4" HNaJ . t Gr.1 8.151:fR5 r SHFS-r P7';iC t"ECHANICAL P2_AN ON PiRST UE/IcL tY%4Ur' ,N P 1 2yr7 AWL? �6` L LB TO COMNN A� r'.• e!F_I"10V e F_X I t!: ` 'rya L Fr-UCN It)H 4. 1N.6 .. NEW I t -:56 HFIDULE _rY�° W10 EXI-T[" P6IG7t-� Tom' NN1TYfV INK, CA t-1 r-W H W,V S.- I..; �ii.l'rATE �r(I��TIN�r r::�►t31�E•T ��C.�t?'Bf2 - (6..u� o �o kL V - -� � K Tor PV*10 ,7N ISHMET C�_ VI y3 'TYPICAL UNIT MECHANICAL PLAN Mlm3 FIRST THROUGH FOURTH LEVELS' a FIRST THROUGH THIRD I FUELS MECHANICAL PLAN SALE 1 /4':1 '-U � °� SCALE 1 /8":V-0" r . _ ,:,.:vwecr, .-Y�; »; ,,R. �ro-�r.tYM+.�.r �ae+w+�►�es� u:rrwW�t�.,• i MecharricallfrectrrcM Yo 018 6 rlenchmark Pram.Suite r N r�.Avon,� ra��s2o X13-96 32s .f �1'5 b GAfJiN57 HF-AT_r-. 55S FAX 303949-15lS3 ._ w .' ! f fG Ll6 EX f BEM NC? LI ONAL.. Mme• + f C57PLAGf_ T=LU�H VALVS k 11TH •f'OLJND F,'UGT TAKE-OF'r EtY- �X t5TINGr SA6Et �Q k NaTL` 1► - — i -�--� t�EFEi� TZJ SHEET "B3 Z z r ZO n A f E? "3FFIGE I � �F� LANG t=xl t i NG KITG W aN r'IAK'�-UP ^0 I r-1EN (� Ff�i W .4. V iCISEti I UNIT. AIPZ rL�OW i� 95"/., G� 1146 t� SX1 AU6"r r d I /4° Hws & wawa D SXI-kAVST All -- - -.__ +►�-_ :1 �- y iC3D ! • Airz I%tOL.J. `�' IY ExISTIN H ,....,__... _.. _._ . . _. . .._ ._ Ex95TlIyG t�iFFLL5C1C. �%Z � IAA'_ r � �• 1i J. l �� "' r e JW0UT E7XTrNtD EXIST N6 TCUNK F4ITCHEN f,� i1/4 N s U6T Tp rJw=l.J �xH,4UST - � -Y-� r +� y�,� � ` � ►� A fi, .,. ... _ EXISTING ExrInUS-1' fcA,4 ­0 1 C�"'CL�'rALi�+NG� TO G'!r�"°l�c c:H01~.Jlrl 1 ti! ExlS'rlN� CW ~ ''� t ,'' N ���•p,2" s�E-J..,E �ISTIN� W.'�"'lr!Ie�GLLG��T�, ELEv _- -NNE-r 1" Tc IrxI�rING 4. HL-J r-ME , T1^� v+= , \,/SNT to ISS1C S-rtAC K 0 ELEV I,.! 1"IEN� ;; r N - - I=rLST��S IN 1Cr5T1Cd�t�15, TYI�? r CG'NIV�GT 4. Ht..i TG-' E.1�15-nNG .2W I�(��� - -- �XI�TIN4 Z�\/ fi' , �U ��--y � r E INTO z - 2 z��V LP T�✓ T I , I _- HL.! f It iFJG, IN KIT�H�N Gl~ILINC�r 'rO LAUNT��'•'"'1r EX15TIN V I�G'I E . I 1 r- CLU'SET" t fy �Y . G t�l 2 ... E t�00� t�11. Fs TI T J I SERVICE EXl�TING T'5'CArt ,rr� V F_XI� IN A f— "rte I? r'IAIP*t ;A nt LU 7(I6 TIN6 IDUC-17" r-FC��`� ! r w f i WINE i pp!%'11 ACE EXI6-nNf �" W eISS< ' - 3 RESTAURANT UP + A. Nsw I..� t2%z V f � � �15 EICS • GENERAL NOTES d, All ductwork, diffusers and equipment Exl�"�"iI�JCx 2" LJI��f� shown on this plan is e;: isting except as � � }NSW noted or shown as heavy line weight. 6I-9 ..5HT, r1Z, I 4 _. �e WGD a- NT r° All r^emoved piping, ductwork and equip- I` fnent to be disposed of try contr�ar_tor- _. .,. _ L..__ _ unless noted otherwise. f 3, Existing pipes, ductwork and equipment to be removed are shown hatched'. 19I e _ LOUNGE ' 1.�, I`kPw ductwork and equipment is indicated � - � ,Q(�.,1 line � I--- - by heavy line weight. Offset pikling, ductwork, etc . as neces- sary sary to accommodate structure, beams, nk"j, columns and existing equipment . • Co, All es:isting suppcart rods and straps now suppor-�ting ducts, pipes, air tubing, �. �/ H W� (I I-k t.� electrical. conduit, etc. that are re- N �r - mewed to allow roam for, installation of new equipment shall be relocated and 'r .._. _ reinstalled. 7 Field ve -ify location of all a:;isting f ,.. piping, equipment, ductwork , etc. ` i, Refer- to architectural drawings for r, dimensions. �] Coordinate architectural, structural , mechanical , electrical and interior "-SID �'' "; - 6 ' • 4; deg.ign drawings, piping, duCtWQC'k', ' _ e uk mr�nt t:c . prior to ins'ta:l lat�on � P ... ._. _ .. _... .� � c�am`` � Inasmuch as design for remodel and,'orl ILLI rehabilitation requires that a certain ? ' a• assumptions be made regarding existing conditions and because some of these N assumptions cannot be verified without W t�s destroying otherwise adequate car serv- �; QEMIC -1GP �HF_G.T iceable portions of the building, the f•'1 . ! FoeC.ONT 4>� PLtJriziN6 �Q Engineer cannot assure the Owner or -the AT MA:551-ISNT I.-! \,ML- 4 Contractor that the professional con- sulting services herein encompass all T contingencies. Field coor''dihation during construction is imperative. Contractors bidding this worn; must make reasonable allowances for unseen conditions. 1w2 PROGRESS DRAWING INOT FOR CONSTRUCTION LOBBY LEVEL MECHANICAL PLAN LL r SCALE 1/4":�*-v" Qp1f�: • Job w: _ .- Yoder Engineering C,onsul+errFs, W .9 '. � :"`�r?irbkrSM91'c�...pn.lii4tT:•,pa..ZiFr..,,yd: . .. 9 - .. �' ' ... _ ... �+�fceta66�'7i&.•t6�.::F-^YR4 Ym.ry':-<. _:: . .. _ + "rY.gnYP < .d._.yy SYr• n.S .... °S' .. _ .'..: .{ ,n ;,v S.Fi .. . C::, - ..✓..ti:'-#K 5.. +� '5��, M1: ...9$.'k�I. ..-}. 9.'V'i 'n ik+. .:+.Mw .QAGn$'�' :..,.l..v..4r5s ,..fl...l.. PL.. .,.kY�..uv..'YOr.s-s M »h 33,di:. ...£W..r+!& r:Ni+....i+ ae..._.:v:+=II'.Y. ri:tri imn r • .. . _ A ;,.-h.:?h.°7•fiRfW%i,' .'�J'.u:3&'=2:�!R... ....°L 4e.+!s;f�' '`„o�?.?'an}..>'1X4F!..>./.«,.^,,F,>'"Sf'fMlv....r. _.[...1^.9vi _ �,)_:.�'s„'A�`> .. :.x.Y@C'�:nf ,n$ ' ' ' . . ' .3,.i_1 1Fv�iY+.5...w,m-._....a 'NaS ac_v ..,-a`M.. .,.s#.5. ...tip,.. :.A.`et!.. :" `.: _-R_ .S.ur�.. FS'�i�, .s.,Wdifh...b•,:8.,y.xr 3. xYk.x. Y..�4+_Yd.`3.�..a Mku..y.e,-eI�>�`.�r '.: :W:FYae3:,..r•w,s i?m27pRd�Yka:.fix4."&'S4l�i .,: ':- -..:,::•:.9 n. P... MechanicatlDr orical Benchmark Plaza,Suite(ad Y880 Pd Box STdO,Avon.Colorado 81620 f� hr 301949-1191•t-SW332-3259 FAX 3L -949.1959 , - �1(,I DTI NG rz�FI�IGE�Ti ill E5QUIP"ICNT TU r'Er'IAIN R.C.0 1 Te=5_-r'f'F--I;?-_ I �IAIF--1TA11J� CLNCt�'� �jF'� "f`� `� C�IPI"'(• i ,. _._...—..._._._._....,..___._ - _., _. ..._ .__-._..,...,,.:.,._,_....., „v..,.,.,..., ..._ wr .,.,,..,......a..,>,.,,..,ti._,,..,..,.......,-.,,,_.,.,_....,.......-.,- .,... M_. ...,_.. : ..,,,_._,,,.. ..,.».,,....._..M...:...,.,. ,.,...•,,,....u,.: w,,,.,,.. .,,>r,.., w„e,a...»,_..... ,,..>.,..,,�n,..,« ,,a..K.,M,. . a,..r...>.. .. ,,. ...,n. 6 VJjj� t E 4�/ , F H1.15 4 k- LJf k - SPA I x o 7 � ' _— r"�LEPHGNE N r— P ELECT'P_ICAL ;2:" LAU D:Y r-fLA7r"oer i s a75 14 I.Q <. A. , r 0 ifld v _ I �TNG MECHANICAL I Y O SEE I'"lA I N 10-8 AG Tj 1 Ti "EN , 3 _Y F EL-EV T" c ° I_ lur-�t=N loci ax to r I✓AN ly �r1 f5U I _ E V�ET'AIt� ,BHT r'13I I M"IU-GA�aif`!�T HgA-reQ. t� �E TI�iG k A G ANT E � !, 1 , _- - ._._—._-_._._,. ..- .# 3. M, T�t✓ aF 2 ley , f - / _ 1 I ELE C` 375 - �-, 1 G E IQ � 9 --- �' EXHAUST FAN " FZ � STA-rIoNA?_ r d EX1-IAU�T 1 I J --- s I- IJVE Ifi✓I~11 UGT "I'A ♦ ors j�E'I"A11_ I EXHAUST i 18 10 �4 x I� � 4fik I� a -° k [�I ll, BRIG E,)H� •x � W' I f,/ IC7 XI� �Za AL. Q` ` 1(ra 1 rJ F 1_ w x OF C'D'I'-d 1 a I _ _ Ir) f`'1�iV M_IN5TAI.L. we I!'�lTC7 JIT �.9 g"� I 1 � 4 SPACE C0121R1C�012 — - - � flu Z I4 O V , �'1EU-6E EXISTING LXUVEW Cj -- �1_ r�;AN S 1"r 0 N i E>0 ALlS7, +wX r x I _ 48x 12 T3 LOUVER - ri ! ly 12.9 - I 3j " 1oC b' J -- X HAU 5�1` °rn I x 12 '_ tlr y 16 -12 — L_ I EXHAU�T E IJCT IN I , 1 • I — - ,�— ' w Qt'1=ICL N - 2 HR' DATED CHASE 1 - �Q 11 1 I I - Q [ w 1 f 4 < � e - � 5�`RT 10 N A�c.Y HDOC) EX�IAUST n... f I i F'A!N. ._� � , �` f/.� � � �i , � � �-S�FFI'T L�Ef2 . REV 22J U i- BAKERY' 13 �1' CaEP�cE �G- 1°4G I f►uA NiT �USPEN© !=�'TG r.' l� r -•�I----- 1-1 T FL C?r fi I__6O V E p �! F F,-0 r'1 U C TLJ E_. C:ee I x , - � � -1 C.7® FoQL- EQ'1.-11�F'I"I E N r -ro � N ( �. Cyr12, ' 12E1"1,g1M9 : '' f L I _ - f4" � R !�' 1 f Y ��EzE� � �R��zE.� �.D�IaE� -��, �_I NE �I'FICE �,. 1p I A�u�E F.Ac -t�.-I-ST H000 0 `T!5 Cy 1 j A E Gc 'h 1 1�Ti FN i 1 , , U j rl-7 H4-V UNIT 5U5FEND GENERAL NOTE ! root-� uc-rur�•E. �sr< �- �, - Io9T�l l_ H , SWi; M .5. 1 >` � C: >�► I. All ductworks diffusers and equipment !6. Ail e:;istin, U or--t rods and straps new I©. Inasmuch as design for remodel. and/or � � j , .9 p�' P 9 (D M) shown on this plan is existing except as supporting ducts, pipes, air tuning, rehabilitation requires that a certain e« Ll noted or shown as heavy line 'weight . electrical conduit, etc, that are re- assi.►mptions be made regarding existing s moved to allow room for installation of conditions, a.nd because same o-F these I + � { G, All removed piping, ductwork and equip-� new equipment shall be relocated and assumptions cannot be Verified without f meat te, be disposed of by contractor r> inst�-tlled. desr.roying otherwise adequate or serv- unless noted otherwise. iceable portions of the building, the Field verify location of all existing Engineer cannot assure the Owner car the 8. Existing pipes, ductwork and equipment piping, equipment, ductwork , etc. Contractor that the professional con- to be removed are shown hatched. suIting services herein encompass all � � Refer to architectural drawings for contingencies. Field coordination darting New ductwork and equipment is indicated dimensions, construction is imperative. Contractors ��� by heavy -line weight. bidding this work must make reasonable c1- Coordinate architectural , structural , allowances for unseen conditions. BASEMENT LEVEL H&V PLAN. s S- Offset piping, ductwork, etc . as neces- mechanical , electrical and interior I-- sary to accommodate structure, beams, design drawings, piping, ductwork, 11 Ex,isting HWS R piping to remain . SCALE 1/4":V-0" columns and existing equipment . equipment, etc . prior to installation. Relocate as regUired to accommodate new Q equi.pmient. ! i • J do i • • • I G C� •I -d 28'-0 28'-0 28 -0 I r, I W12X14 (EXISTING) i- LINE OF EXISTING ROOF FRAMING W12X14 EXISTING ABOVE r r e w 6 wlx 18X22 X11 - DECK BEARING ELEV. 0 (EXISTING BELOW S1 RIDGE=135-4 1/8 EXISTING �� x • OIVAL f e®. ,�"o FIELD VERIFY I RIDGE I Z f L x 1= I ', l` .•../t.• ti Ntn W12 14 {EX I STl N G) 7 x w _ - - w 18X40 (EXISTING ABOVE) - W 1 SX45 (EXISTING) w LOBBY LEVEL SOUTH ENTRY SLAB INFILL ��- - - �, - - - W12X19 11 11111/// 11 111 RIDGE W12 NG (135'-1) 14X6 'OX W14X74 (134' . 7 1/2 3 2 _ Lam} •4x3j/8 >K GoN � 4' e W12X19 EXISTING OW10X12104"- W1 OX 204'-0 iv UJ - W12X19 �s r� �+, '- - - i 1 M:F 06 ,o•`� W.�t r w I v x I Z. w� ,g z .�`� ua B 3 - `��pNU o W1 OX12 � m h ��?� TOP OF SLOPING co -04 po z x I x STEEL GRID i7, it n _ w �r T LINE 3 m W Icc Iz w `� a 15'-3 -- ,2'-9 (129'- 1/2) 1 4- 9 W1 OX1204° O Slwrti = .Z� �1% s ^W10X12f�4'-O r w si co �I-w 34-3 I r W 10X 1204'-0 x 8 , r- d I N x ° I d w1OX12 4'-0 W1OX12isa4'-O i3 N I N r cv N w,OX,2O4'°0 C14 r-- i STl►�G 1=Z11 S 1 3 3 cxv W12X14 BENT 3 W12X30 (BENT) rN _ _ _ - - - r) I---� W8X,d W8X 10 - W8X d w8X 10 W$X10 W$X10 WSX10 W8X1 d - W8X1 d (18 7� W8X10 (131 '- 1/2) (127'-8) 8) (1 -8) (131'-9 1/4) TOP OF SLOPING STEEL , 0 GRID LINE- 128'-8 1/2) 11'-9 2'3 61-9 9'-0 3'-9 8'-6 7'-9 16'-3 4'-O 8'-7 1/2 r $'-7 1/2 1 d'-9 r- .�r c Z 4'-3 14'-0 28'-4 _ 28'-0 28'-0 8'S-5/8 ,,` 110' B-5/8 uj 1K I I LU 3 I I I I X 1 2 3 4 ROOF FRAMING PLAN 1/$"=1 '-0 x C m NOTES: 1. ROOF DECK SHALL BE 1-1/2" 22 GAGE WIDE RIB O C METAL DECK. RE: PLAN FOR DECK PROPERTIES .! � , 2. { ) DENOTES TOP OF STEEL ELEVATION. 3. RE: ARCH. FOR CHIMNEY LOCATIONS. - 4. �--� DENOTES DIRECTION OF ROOF DECK SPAN. 5. ALL ROOF SLOPES 5-1/2:12 U.O.N. a 926208 • 1 f i • • 1 2 4 5 6 T53X3X1/4 I fv' 3 S'-60 1 U 1 Cw'- 5 4'---3 14'-0 2B'-0 ° 28'-0 28'-0 8'5-5/8 ' W12X14 W's>A� ►� w r 13 ° � Wax 10 1;� W8X10 � 1R ao _ W8X10 W8x10 W16X45 EXISTI G rt PROVIDE TS3X3X1/4 FROM LOBBY LEVEL z V) 10 TO UNDERSIDE OF W16 TYP 2 LOC. si + , NORTH LOBBY ENTRANCE ROOF FRAMING PLAN Xco V NOTES 1. RE: ROOF PLAN FOR METAL DECK. 1/8"'=1 '-0 '� -I 1 0_ 2. ALL COLUMNS TS3X3X1/4. o 00 r r TS3X3X1/ I • 4 5 O I cv N LAG.. U P ONLY rn of '„�) . „ II I z , I ��'1 W 6"� 1 1 1 � 1fj •'jsl��p��Sm c�t'e°'S¢�,w,ww k^ @u 1C1fVAL @ c ► GUT SLAB A UNQ I f �,*� Mini 1 aCIST1N0 CONCRETE FLOOR SLAB COL. BASE F R BOLTING''' B� C10 X 15.3 XISTING 4" SLAB ON GRADE _ TS 5X3X 1/4 z I - W8 X 40 ON 4" FREE DRAINING GRAVEL WB�X 25 i W8 X 40 ADD TS2.5X2.5X3/16 FULL 1LENGTH REINF. W/POLYP. FIBER w _! TS3X3X1/4 " FOR DECK BEARING TS 3X3X1/4 (TYP.) in O S1 ONLY LINE OF EXISTING EDGE OF CONC ETE SLAB INTERUPT AT COLUMN ABOVE W6 X 25 Q 11 ' TYP GRIDS 2. AND 7 cc S1 - W14X26 W18X64 EXISTING* W1 BX64 EXISTING 1 W18X64 EXISTING , _ _ INTe� ✓ � 1M z EXISTING f 04 a .� -5e IZ` Z x x 10H304'-0 EXIS-n G X °' u n x z w R N x PROVIDE 1OH3 B EEN �ACH EXISTIN JOIST �o EXISTING WALL BELOW 9 .I ,� 3 ''' w I w c ' ' '� �► — _ 4 w ,r d; 4-4 �-v � O� � TSSX3X1/4 TS3X3X1/4 ,�, TS3X3X1/4 TS5X3X1/4 UP ONLY - �--� UP ONLY +r/ UP p ONLY ' UF' ONLY TS3X3X1/4 ' W1 X4 STI * W18X45 XISTING * T P ONLY Xl �\ W18X4 EXISTING* N Y - _ NORTH LOBBY ENTRANCE FOUNDATION PLAN ` � �� � TS3X3X1/4 T,pxON�4 • �IoTB�s.: I. T r� w f✓► .Y C.3� UP ONLY LIN OF EDGE OF LAB J L NE F EDGE OF ROOFSTE Wloxl,2 (BENT) AT 4'-0 ,2'-o 2 ° �- W/ MOMENT CONNECTION 2'-0' ' ,may S1 T.O.STEEL L.=117'-6 1/2 ,3 S1 Q 11"-9 2'k.1 --9 9'--0 3'-9 8'-6 7'-9 16"-3 4'-0 ' 8'7-1/2 8'7-1/2 10'-9 '11 4'-3 14'-0 28'-0 28'-0 28'-0 €1'5--5/8 I 1 1 1 f 1 I w 1 10' 8-5 Z8 �► w 4 STH FLOOR FRAMING PLAN �� I NOTES: 1 . PROVIDE 3" NEW CONCRETE SLAB (ADJUST SLAB DEPTIH TO QF,iX w4L,, . H Et�)U . MATCH EXISTING SLAB) ON .6C 28 GAGE METAL_ DECK, REINF. W/ 6X6 W1 .4X W1.4 W.W.F. � �' �' M ETA L DECK PROPERTIES 2. * DENOTES BEAMS TO BE MODIFIED AND RE DETAILS. 'c� I- IZ` 1- i� #BIZ" IZ k�l� *;4e I�', 3. TOP OF STEEL ELEVATION = 117'6-1/2 U.O.N. BY (XX-X) ,Ln 0 3 4.= DENOTES AREA OF 5-1/2 CONCRETE SLAB ON 1 --1/2" W 1-1/2" 22 GAGE ROOF DECK S=.194 1=.167 Q .6C 28 GAGE FLOOR DECK S=.036 1=.U1 22 GAGE METAL DECK. REINF AS PER DETAIL 1 RE: ARCH FOR DIMS. 'e. 1; 5. RE: ARCH FOR LOC. OF BUILT UP FLOOR- � S3.— 1 .. 5� e•. x.;. 9".•„,. - .. n?-X $a�.d.4�6.,�f.4 ....�?.5r.�ia -' w; R...' &, .&a iw .4..., rr .. _.....a... �. , rid - . �. ffi +u., x,:. e�}"'3Y.a�4� Y'�. 4:�.. a;;,a..�.4-.�,Y# •. ,35P�'k"�`.,' ! t ..:�.o'£�'��".'.'$.. �.<..!gpau.l� p K . R 'J` � LLL&, +1g : I •' p�rJ,1•l,i�,f`if` ,vac $'}�: ! K > _ 1 ' 46 t At j} � _.� �..,-.-....__.� .__....."__ --..._._�._.,e,. ___._'7 a" ^--.-�""_ ___ ....-.._ -,,. _ ._... - �. ... ,. _-_.. ._._t r!*.�' Ytf � .-+__ _ _.... _.....:� }-'-�7� i / fY f• .re ��� ttgj. e � � ;'". i '�' - - ��rrg �, i 1 '•"x f.. ut Z" '~ ^ , , .a- t.•:i .. , ... �.._,:._-.._..�.� � . . .�.-_#. ._____- _ �.�-� .�.. _ _ �•..�: ��.: �,...,�..�_._............�.,�,� -__ -�_ b.�,v._.a mss'' `* __•--•— - ..' Tr :�~ f'• " 1 1 1 .- '+ 7 } "`•` ! O- '---• (µ`" +., _ 1'7y,:.- d - w_ Y { F.JF�'f � -. . .� # ' v/ .,:t�/•t� -s�Y ._.•-�-_ __•a r ,! �a ,p :< i ! _ ^ .. " aw _- ._.Y.._ �: + ,° mw 3 x .. AO �. � � /,�� /y ,{•� Hwy _ ,4_.._.._..�. ._'� w..��.�1F '}IC:i.�ir✓ •!�r i� rT s�1'l{ +� �.�:,?�y p_,�.r'¢-: f"!C; .�:.�f �"i".�., � J� �.`I-"Y:i.��' � Y 1_.'" "°. �;t l rs•,� f "h .. ... r "� ...y ._. ���~' ��` -a Za �y _.j;%} V rr� ONO Y .�...._. ....._..,..��._. .rr.®...w , 0 f tit � •. � fii� •,�x: ., .. ,� ,,,"' ':,at�- y:;:,. � 't� s V7 _ s� REMOVE SLAB AS REQIED AT EDGE OF EXISTING FOR INSTALLATION OF NEW JOISTS. w ,A.. .....�_. -mx'c-r►+!•' - ...�, L.,*�.,.� -..�.r>_ ._.._.-a.._,_-,....•...... ..• _ -...,zw+,..�-'°°"----."'-' 7'#- -� .y."`'.wr.m'a•.w..r _.... .......ero^:a.., : - Y -. REMOVE 10143 BAR JOISTS AT NEW STEEL TRANSFER BEAM LOCATION atr: REMOVE STEEL ANGLE STRAPS (7 LOCATIONS) • ¢ 1 4 R r'�•�1� _ � I. %;.3 „�: � �+r•�F � � i � k� °0'r° '"� :�,. �_-,.r, # � ; ��4�� C��4\��LU. /i+F�,I�J. :.:,::.,:.,��:,r.:x��.:.:.ave. ..r�.w.:.n avatlary ,::....:-:.a's�::vx.....air-.�sa e+m.w+"arwo .•... .,..,.,.� _ / .rrarm •ekw�.,w+.nala•as. � .wss r'.:nr% aacp ' - r Jjj s�1 � � �� � ,' n!r.;!�w�y��kw.,.�•w.�.v..wc..»cuw.• xY.,Pewss► "r ���r�1`'``�SalE!?E�s•'���i: REMOVE END OF W18 STEEL BEAM, -- REMOVE END OF W 18 STEEL BEAM. �i/ / � tle p9ttlp�p ���• 1 n EXISTING S TH FLOOR FRAMING PL.�►N O " S E f F-fir �r� �frdy/'°W rirp r O Vi/A 7vo.r s � ' '�i�y'�iw .i^•'y0` � 7,»n d•�re.. 9 1 .. ..�'. ,YQSiPk,'xjAldael•,•sc'. _. - 'x6�==.' O AVYr . _ r r I P �„� ';..ate • .� Ri t LuA'r.:!fit r/ p'..•! .Jx' t }yP':r�,`;' . t '.r' k d6..eurreeew... W..w.n.eaK,». y ' ----- REMOVE EXISTING ROOF BEAMS GRID G. { F f'!S:J.r, rl 1"3.I �► 1``:, 1J+4f;� : ! REMOVE EXISTING ROOF PURLINS (TYP. AT SOUTH SIDE ). EXISTING ROOF FRAMING PLAN S2 DEMOLITION FLAN s . 4 . 77 V Al. 126299 ... . .. . E. f=ll._L WELDERS 93HAL.L HAVE EV I DE:P•tt E Of' PASSING '01F.1E. AmF- Fr 1 l.f-m I. I._jVE_ I�C]A[xl-i USED IN I)E_ST(i t WE(-1)1Nh SO IETY STANDARD I F I CIOT Ii:+T1� iK -I ])F,I FI 1'L_L D IN AwS> 01. 1:. • • A. HOOF F. P RoV I DE TEMPC:1ht(4RY` EaROC:I NG AND i•'RE;C:AUT 10N,i NEC LSSAHY oil • ; G. TYPIi.-AL F:L.00R . 40 P-it WITHSTAND ALL t>ONSTRUCTION AND/OR WIND L.01710-5 UNTIL tat..L 1/4" STIFF. PL EXISTING SLAB C REMOVE EXISTING SLAB F :ILLD C ONNilC-1 IONS ARE COMPLE F1.) AND '1:41F:lk WFr._L (IN AND JOIST TO GRID LINE • EA. SIDE , G. EXTE'RI O r. I)FCN;-, . • . t �;, t'�.F DECKS ARE IN t-,u4CE. 1/4"' BENT PLATE NEW SLAB AND G. S I'EEL. .I1)I S I !� SHALL NE i)E5lrardF U, F'(1E{Hi t.;fl F'E-U ANI) E Ltt f'"t L.I) � EXISTING STEEL BEAMS JOIST BETWEEN D. WIND 1 -1/2" ROOF DECK----, TO REMAIN BUT RIDGE EXISTING JOIST I N AI.CfJt�DF1Nt,E: WITH �1�h:l_ ,JC1 I`3 L- 1 r� 'I'I I 1 1 I I. . posiC WIr4D ;sPLEI) . A t�1� I►IF't1 c3 , -. `. AND - - -- - - - - .�r=El:i F ]'r.�r•�r IcIN._, t-Ir,ltj !�Mfal. L_ E<I`_ 1 FIB" r �F,E CONNECTION CHANGES -- - - - - �- - - - - - ._. ... .� �. - EXPOSURE 1�OSURF I I �. $ a-• ANT) �I Zw SHOWN ON TH'E i]F2AW I t�1135. Nr�uV I aka Farlr� [1•IS:1"t-i1_I. HIEIDOING 1N ACCORDANCE: W11FI �0I E,(+CaF"1LA'I1ON:". :,Flt it, F. E"iwrH0LIAK#_ . ZCJi*JE: J DRAWING SUEIMIT'rALS SI-IALL. I;t= 1=rCF_0Iril:'Ah1IFv 6 VE R(F LL4 - F. lIVF LOADS ARE REDUCED FEt CODE IF +='rLIIAicl _ I I ON 'I HA-1 Mf1rdLWAC TLJk9k I S S,11 GER-f I F I E D AND SHIIIk_ NAM11- _ / i ---ROOF BEAM THE R� i] STERFD Ptl:r=3'B] JNd _ :iTk11 C'r`1JRFiI, hNlslNlrt;lt 111 II L IiFll:f tF OF: I*_*SJ GN. I I EXISTING STEEL" � :. ldf IN-_ci 1 F2LJC7'LFdt tI E I. E Ft:rJ F1. I`LFME:NI S 5UC'iI AS NON--HEARING GIARI T"I I ON`3, I ;rW. tl l r ft+ til I) 7. MEIPl- DEC9 : BEAM II NEW STEEL COL. W/ - - - a: r 1v +t F 1'® ANr)lF7R SIJI�1-"t1F�1'rI'I) !{Y THE til"FIJI_ i lJl?[; `i11t"tl_I_ ftrN,__ A. DECK SHALL. RF SH01-1-PAINTED SI E'EL_, SHALL (if- +IF- 11*-. I YPE I I �I�+' C-G.P pr- At;{'CII.IN`I` DEFLE:CTION:-n AND GTHE R c1._I RIIC:"I0k(d- CAL[-ED FOR ON THE FRP44ING PLANa AND ':,HALL HF CONr I111100st PARTS `.lif i_l_ aril: 1=+rtl_1- WHE FEE- PLIS A";LL. TYP. AT COL. SPLICE NEW STEEL BEAM MODIFY W18 BETWEEN GRIDS 3 AND 4 AS FOLLOWS • B. FIRE w'ROTEC�r 1 ON FOR ALL .rTRuCTURf-II_ I-A} I . I VIDEA) NND £rHt`-It_t. pwi,"r ror ;tmi)M C%UiaF FtCCtLIIF�F:r�tt.Ni',, r Ills Ilit" El. F1r`C#;? NG SHALT_ FIE INSTALLED AND t'IL.L fIF�E:r�J I r+1C�iFi IN 1)E;f.F (.11 1 I I TYPF.--OF 1.�ortJSTkUCiTION J:`t_CIFIED HY 10- flRCHII+-cII.jks)l" tiNI) REINFORCED IN ACCORDPNC:I�- WITH MrrlNIA:AcIIJHF-iirta II RE: DEFAI EXISTING ROOF - 2-6 X 4 X 5!B" LLH(TQPj � • 1)1tt-W I Nt-';•i. f i I Nl�l1)("I141) DE i A 1 t.S AND S PE:C 1 F-I CSI I-]ONE Em X L:E04 (I�� t�� HF F�1d I.!�L I I EXISTING STEEL COL. • 3. F OUr-tDAT.IONS: NOTED OR SPECIFIED. sl � , �2-L 8 x s x 5/s" LLEi(BQT) ,� • f-I. I'HE: AL_l.f]WAIxt F C• WI;_-t.1)1 NG RE OUI RE=MENTS SHALL- E4&'' AS F-IWLOWS UNt F - k%C1 I L_ HEAR 11,16 Id{� �'F?E:I�4iI.JICE. F•I':i`It.lr+lt~.1'.) I Itii 1)F-'�a 1 t�;N THL= t",ONTROCTOR S11€L.1- 14FfAtt'l FI L.IGFNS-1-0 91tl '.i {1THF17WILiE !3ti1]WN ON DRAWINGS. CONTINUE ANGLE FULL SPAN IE N~,I1'i ENE:FR TO INSPEC.-I -! HE F'CIt_IN11N1 1 LIN E 3tt^AVFa 1 10N. ,i(I 1 I EXCEPT 8°' EA. SIDE • s�rlt3ll'dE:.t #� SHt=al_L- VE1'tIF-Y IN WFi [T?I�JTi `fHF- r�IcTU�I1. <;Jltl.::± 1 . f:t'r1"ACH FttJCIF" DECK K TO SUI °F°I.Ir11 EIF FaMS, ,il`k El_ .JU J SECTION SECTION SECTION ` L0110C'.I T Y IS EOU(4L. 1 O (if- GRE O-I E_k 1 HA14 Ftf,St_tirlC n. CILAT S WITH 5/6"' PUDDLE WELDS OR SCREWS HT t i? • Y_! L.. 1- L UrdC�1'fU1l 1 NAI. JOIN-I S }Jr `f Wr E N AI) IAA E N f ftUC1F- L)k L 1ti 3/4 11 ° 1'-© 3/4" = 1'-0 3/41" = 1 '--0 L�. NL_[_ FC)C.3T [r,1; 1�1�.t:Ir2INf� k�LE;Vf�•f Ef]N;� SHOWN ARE fa. .,LIMI D. F.XAC;T PE.ARIN6 E. _E:VAI IONS 'SHfILL_ HE VE,f11r II:;I.I IN 1HF: h 11 1 D UNITS SHNLL BE F AST CNF-D TC)C31 r1111R WI I Ii `;1 WITH ACTUAL I:,()PJI).t FII)NfS 8y r,f3Nriit4L r[]R 6irm ot'1:,ROVF41_ tIF UYfIMF.`I'Fk Al SIC,". • a .. • SL 1I4. Cti Er+#CiINE:Ir`H. ?,. (411ACH ROOF= DECK 1.0 HCAM!3 OR F'L ATE'S PAPAL L_FL 10 • i_. ALL FOOT INGE-) pkE TCI ItE PI-ACT D ON F)RM. UNDI S I 0RH(-1), DECK WITH 5/8" DIAMETER IJUDDL.E WEL.bS PT 12"' ` J METAL STUDS � NATURPL SOIL UR PROPERLY C{ MPAC f1r ) BACK =I _I , f1�Pk+ V1_u NEW STEEL D B EAM LOCATION EY 1-ti SO 1 t.S ENGINEER. MTICKF t 1.L_ y. AT TACH F L.00R UE•CK (PE R1�14WE IJ1 C ONI RE- I L F OR01) I LA 95% (MINIMUM) `J OP41DARD PROC F01? D) lJ,�I T Y taeat_t:�:y Ci l'H1=HW) it_ EXISTING FLOOR ��- BENT BEAM 1-1/2 STEEL ROOF DECK LA Sa0T , flht EACH INTI=RM1=DIRT€ SUG'#='ORF Af SIDE L_NF:'6 WITIi I'UU0_L' FRAMING I.F.cOMME:NDED IN T HE: S01 L Fi pF7POI?Y. IF !-aOf-I I. 1 Wk L.14 E�ACFi FNU LAP' I WE t_I)r_1) 1't) E i1t;#i S 11)L 1-fit, $ STEEL CLOSURE - E Nt.t)U:N'TFt J~D I7FMOVt GOII_. ANI) k1_I,I]MPAC:T WITH PpI_,AkIJvs-I) F°I_.U13 ONE INTERMEDIATE WI­: (THRLC WEL1D>3 F•'r H NEW SLAB AND JOIST (RE : SOIL- REPORT FOR 1 pt=SC:H I PT I ON t if I0I t 1141 I'Iti -2'�-1 C] o BETWEEN EXISTING JOIST :alit:€-:""f) . � o SOIL. ) MOM. BONN. 8. l_ II�H1:_Ia If-.iFa FRAMING:D. CENrf R ALL F=C1llTIN(;a L1k�1I)Eifl WFat_L_$, COLUMN.z- Clk VJ011 L. LF LI k - -� 4-3/4" DIA. UNI..I=SS OTHERWISE NOTED ON 1-'Lt4lkl�;. Fl. l_] GH T--GAGE METAL F14PIM I NG :;H141_ BF 1 HEM SIZE= AND GIPItit THRU BOLTS SHOWN ON THE DRAWINGS. �i,erttrrrrrf� �I. C:C►N,I�'.R�TC: ` M � �)QIdr�Lt) ,� �h B. F RAr,'Z I NG ROLLED FROM STE-E t_. IS Z�AGR AND L.I GH'I E N L'ONt-t 1111.4 A. ALL CAST-I N--PLALA (:"ONC:RE I E: SHALL BE MfIDL W I 'l Fl I v 1'k; TO 14 STM A570, L04TEST EDITION. CfJMI%1E RCw 1 F<,L 61111 11)E, W 1 I H A A1t3FGATE AND L-31L-31,401.i PORTLAND CkM NT, ST7P = I MIN1Ml.lI'# YlFt_E1 STRESS OF F"VF-'I_L'll� ado+:at F'S-'I CLIMr'F?{d`iSiVi`: EiTF2E_N1�1'#-1 iN c'F I)FIY'�. CHANNEL MODIFICATIONS a °�"� I3 IF Cf)NCREI'F; '-3tJ�-PLIER PROPCJSFE3 USE OF F=L_YH H 1-lt `iHlle_ t." C. f=k1lM1PJG RrlLLk1) FROM STEEL 1t=" GAGE t�Nl3 HI: tVIFFt SHtit_L � AbD 1/4" STIFF. PL. EXISTING W1$ BEAM L_�F)(IV] (11 OWNER WITH L.E-:I"rVIR ]ND) CATING L':(: -+ P2 -I)(It 1 It it FLt CUNT ORPI 10 Avi'I M FI;:P70, L_A`FF:iJ E D) T1l.N, W11H fi MIN1M11IA EA. SIDE TIME t:t1 EtID. YIF1.}) STRE�3°3 OF `5��, +:al:aaa 1 'Si. TYP. 2-12 ;,r Op ro\ - NEW STEEL BEAM EXISTING STEEL GRID D BEAM MODIFICATIONS +�J1116tE�+y} ri. �LAE:t-i, TCIPP I NG, F OCIT I NC3Ei, 1+E_AMS ftfdl) WfFt.L. J SHF1L1 IuU"t 9. NON-SHRINK NK GROI,I l': BEAM NEW STEEL _ _ -�_-.� VALLEY BEAM STEEL BENT Fif'iVt; JOINTS IN A HORIZON'ML FLANti-. f-IN'>' ST 0P IN (,ON-- EXISTING COL. SPAN 1,Ft I:- f F WOl�ti M U E-1 HE MADE AT TH] Rb PO I N-1 (4- ":-)P IN 1,41 1 1 t Fa. NON-CS)HRINK GHOIJ1 SHOL.1. bF PHI)V I DE D AS F Cls I- � �t)�: I I ► GRIDS 3-4 ADD 2 - C12 X 30 VCRTIC:AL Bi LKHFADS AND HOR11tlNTAL. SHi rlk i",EYS IJNt t"i"; II 4-5 ADD 2 -• MC12 X 50 -ttJl r.I1 ti �iHFII._I 1+I . fI`, S-6 ADD 2 -- MC12 X 40 U'1 t it RW 1 SE SHOWN. A1.1 CONSI RUC T I {)N 1.. SE*rWEEN COLUMN I AI33E.S AND 1=00T I NGS. DFTAILFD OR IIIS FRt vIEWf_"!) BY THE Fr4131h EEK. SECTION 1 0 I SECTION 6' SECTION 2 i . FIE:TWL I N COLUMN 'f O t:CILU hN C ONNEC."I ]ON IN MtJI l J --S•. I(Ik Y W C:. 3/4°' '-0 3/4" 1 '-{) 3/4" 1 0 ALL CONCRETE WORK RFINF70PC'i_I"j "N1 I)E°IFLIT- Ir�t+; !SHF�LI. FtF. STRUCTURES. = 1 = IN ACCORDANCE~ WITH AC I rtU i l_I)I htLi COIDE ..16-8.3. UN A-:5�5 - _ RE: NOTI- 1) OTHE RW I EiE: ALL EXPOSED E DGE:i CIF= CONC;RE="I"E" WORK 31. A'I COLUMN 10 BEf tM C.;CIr.INE_C. F 1 CIN HNO/C)k FI; F=1M 1 LI HL111.1 p SFi1'IL ON _CAST F : iII3 RI t.: wNTI,r40OU`i) . _ _ F1E � P 4 ? J = � ) FrHO ]{a [ONhErl ] ]N ( IF = dF ; DOWE LS L1NLE.SS 01-FJFF!L•II:i E: NO-FE-1). 2'-0 EXISTING STEEL BEAM 0 o 4. E_tF TWE'1'N PRF CAA_ WFIL-L ID 1+'F21=(_"Hlnl W(II t .!1.11 10 `i I N #4 ® 18" X 2'-0 5. RE-1-NE0 MULTI--51-1311Y ]RUEI_f11ING'3. 0 STEEL TUBE COL. 'W/ D Uj A. Ai._L REINFORCING SHALL BE HIGH-S-IRE.NGTH DE�F=(JR14f-_J_) 1-4(-1 5/16" BASE I1). GENERAL-: 5-1/2" SLAB O ON 1-1/2" CONFORMING TO ASTM GRADE= 40. DECK X A. UNGINEER" ci fK C�EPTANC:E= PILP,`i B &CUREIi V0tt Al L. � S 6'-0 Et. WF1.1)E'D W1 t(f F AI Fd I C' SF•IAt L. C;1`]NF 13RM 1 CI AS 1 M C-I1 b5 fINI;a F.H(At, t STRUCTURAL SL.IF:IS r I fU r IONS. /�y F LAE'I=E D ONE FULL MESH AT SIDE AND t:NTJ `�pl_107S IiND 11 Do,VQ °.0c, NEW STEEL BEAM #4 Cry 18" I �r fl ° 1 3 SLAB EcE RE: PLAN WIR D TOGETHE:H. Fl. VERIFY ALL 0Pt�rl1Nfi5 ` TROUGH FLt_.ICIRS, RCICII= TIND 1-wiLI _) W1111 >MECHANICAL_ AND ELECTR [CAL CONTRHGTORI:i. vGR1L= 1Ct)r 10N OF \ � 1/4" CLOSURE C POL_YPROPYL.ENE: F I H£:R RE I NI`ORC I NO SHALL H:4VE F-J IA tt [_E tJli F Li LC.I(.;t 11'1 01,45, 51 ?CS, L I NTLL.S, AND REQ l I RED CONNt-:I r I 1 1001 (IF* `L 2-#5 PLATE COORDINATE WITH AGGREGATE SIZI: AS PER MF4N0Pf= C1UkF_:It' S CONTRACTOR' S COMPLETE RE-S PONSiIBIL_ITv, z w-_C 01v Vv*.NDA1 J 0NS.. AMOUNT OF F ] HE RS SHALL DE EI 141 N J Ml III1 fIF ce 1 . 5 L FIS/YRD 3 Or CONIC tFTI: OR THE= AMIJUNT RE(' "MtMFPDF-0 0Y C. PRIOR 10 INSTALLATION OF MEl:VtO1dIGAL AND Ft,_EC: IHII "I, � # MID HEIGHT "I`F4r- MFaNLIF�IC::1'UI�F:ft WHICH E:Vf}� ] S C•iF2E:f']lE:k. E"C,�iJI�'I+�kN1" I'JR Ill"HEAR I•TE�1Wla '1't] IEsC_ Fif1"At:'HI=t� 1'17 #lit°. , 1 - 4 i S-1.Ruc rURE:, F-NGI NLEk' S Atw�'PROVrIL of- C;C_tNNF(,'t iON! . FtIV[) ¢ REINFORCEMENT PROTE=CTION: SUPPORTS SHALL 6E OBTAINED. UI'jI_ESS �1:0E1'_ 1FICIII_1, Y ADD . PL �,. � #4 �' 16'" X L STIFF. PL. i.1 DE'iAILUD 014 AkC;HI1ECTURAL tl d) SIkUC.TLIkcIL. 1)R1tW1N[,t,, I Eta. SIDE (TYP.) s' 1. C:ONLRETE= POURED 94GAJNST E= ARTH . - RESPECTIVE SUOCONTRAC T-OR I]HALL., FURNIGH Al-i. HANlER'.s, - EXISTING STEEL z1f CONNECT) t.11�15, E i C. , i�EC�U] FiE:lt F[)F� 1 r�I i 1 EIt.L+11'I t t[� t�1 11 i � a 1� 2-#5 CONT � MODIFY AS PER CONCRETE POURED IN FORMS, (EXPOSED TO WFF?11'f11�Ft Itl� ITEMS. DETAIL 2 Act '-.ILAIIiS AND WALLS (NUT E XPllsED 10 WLA11-LE-"H) . �/�+" V. PROV I DE At I EMBEDDED D I 1 E:MS IN S I F>?L C"I'U+4F Ai r,41171"1) Ilt'1 \\- EXISTING STEEL BENT BEAM STEEL W/ MOM" CONN. MOMENT CONN. BY ARCH I TE�.CTURAI-, rrlt=t�l- PPA I CAL_, ! l_F!=•i"k i I'At., AND S T RUC]1 R"L - TI BEAM STEEL FABR. N E. NO SPLICES OF REINFORCEMENT 'SHALL BE MIiDt_ EXCEPT I-t�� Iw(AWINGS. NJE)CLI-L_flNECIUki E MI-JEA)DEJi T`1EI�#`+ Farvl) ANt:HOK 16 DF.1"A l t_E:D C)R AU rHOR 12E D Ew 1 HE: S I RUC TURAL<. EIS G I NEL H. L.1=II-' EIOL TS SHALL. BE FURNISHED RY STEEL L St_I1�'i-'L I E'R ANt) EXISTING COL z &b Ft11Ft SPLICE S, WHERE ILL F2MITTL 1), }�HFai_L CAF A MINIMUM t1F= 11�IE;'fAt_LE�I1 EJY C:L7NC.RE:i'E. C ON1 RAL (OR. ;i"Ct=E:t. :1hlfll..t. Flll_# 11.1 SECTION 11 SECTION ! S CTION 3 I)Tfllti ETERS UNL.E_E;S CI1'HERW] E;F NOTED. MAKES ALL. FIr1k-`, OSTM 1-136. w CONTINUOUS AROUND CORNERS. 3/4" = 1"-D - ` t=. k�+F7'C�YV I LIE FiS�'}iFtL.1 I C: ML•IS1-I C:-Cil4�i1 I rJC3 C]N Al_l. !:i I E•E:l. (-iNI) I�JL I{Jla 3/4�� - 1�-{) 3/4" = 1'--fl Uj F. PLACE TWO #5 tPE_R El" T'H1LKNr�fis) WI1H �' 'CI F'HI)7t_(_,.I ,LCIIV EXPOSED TO FHl: FARTH. AROUND ALL OPENINGS IN ComCRETE WALLS, SLF-Iss, OND BEAMS. ALSO PROVIDE TWO #5 X 4­0 D 1 ACIUNl;4 LL.Y Al L(It:F# F. SUHI+I I T SFILi4-' f-LNC1 E'ftC-:L:1'➢CIN DRAWINGS 't 11 E:WtS I NF_E.H F-111+ CORNER. REVIEW OF ALL REINFORCING, STRIJCTUFla"II. swizi-, 5T1=EL .J01 1:'15 FIND ME I AL DE_LK. 1 HF MfINUE�f'CTURE:14 Clft htaltHlL::A 1 JUN G. CONTINUOUS TOP AND BOTTOM EiARS IN WALL.,' AND N(-AMS SFIf1Ll OF ANY ITEMS PRIOR ` 0 WRITTEN RE'VCE:W llt: 611101:' DRAWING"" BE SPLICED AS FOLL13WS: TOP EARS AT MIC);3PAN, Dt:Jr'MI.IM WILL_ BE ENTIkFt_Y CIT -t "F RT SK (if, '1F+_ C.CIN'tkr4C30fG 1/4" CAP PLATE E41Ft5 UVE:Ft 'SUF'PCIF't15. O. WATERPROOF INN, VAPOR BARRILkS, WATERSTOP, LFt:.. . alLFat .l_ �) (BENT) F#. PROVIDE= ALL AC CF SSOP I ES NFCE'iSARY "f U SUPPLIHT Rf i NF I.Ik(:_ BE AS ShIlJW1a ON 'I HE. FIF'tt:.}i 1 I t:C 1't.11:ci#L C)RH1L•I I rJt�ti IaId11 FI"t I ND 1 E Nt3 N1° 1 05 I T 117NS SHOWN ON THE I='LAN!a. AI-L ttF 114f pkt,Lrr1F:N1 1-1/2" LATE D IN I`Hl� SEC IF I CAT IONS. / ROOF DECK 'f0 EtE_ HE L-D SECURELY IN J_tROPE R f'OS [ I )ON IN fiCt;Uti1)wINC:1 WITH OCI 318--77' H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS ESHAI. t_ HE CHECKF:f) AGA I NS"r FIE=LD ARCHITECTURAL DRAWINGS. C c 6. Li l FtUCTURAL�. ai Erb: •y� I. ALL $TE-:EL. BEAM TO PEAM OR COLUMN C ONNE:C. I ICON F'r_A'II-E- � � � 3 A. ALL RLJ TUF�AI. STEEL SHALL CtJ1Vr L7RI�I TO A51 M SI�E.t,1 r 1.t_FI- STEEL BEAMS -. SHNL.I._ HI: W1�1_r)1=.17 TOGETHER tJNL_EnS+3 St:'L-`C EI=ICALI_Y N+°ll Hli TIONS A36 EXC8PT PIPE COLUMNS .WHICH SHALL t'ONVOHN I'U f1r}iF FiCJIE& AaTM A`"_1L AND TUBE: COLUMNS 1`0 41S-1M A5(:)Q. CiHilllt- 11, 1 H t h � I � 0 �.. - .� . :t. -- C3 fY L] 1_D I T I ONS. ANc"PAOR 131_JLYS SHALL_ O Al�f)'7 S f P-EL AND M J.31,E. - LANE-OILIS FFMrtEDDE_D ITEM'-'; `RHALL w% LI e, Et1E1=L. A !j. H STRU C:TUF1f�L sTE1 L SALL €EE DETAILED AND FI)BR I CA Tr_i) FII:C;CIkt)ANC:F W I 1 H L.ATES I PROVISIONS OF A l kit~ "1riGll�ltFlll_ I tl ST# Fl._ L i;II'J`3TFtlJi 1' ION. " - ) F=HFIhtE' E�wCih1 SFItNIH STEEL BEAMS Cu. UNLESS`± C)1 HFRW I:iC NOTED, USE S L FINLII�IHI + CONNECTIONS W t`rH STEEL BBL"I'S OR WELDED SELEC I LONNE:C T I ON AT FAC-H SPk_ I CE 111 EiLIF'i^iI#C1 ta�:►9L 1 Fit. TOTAL UPIIFORM L_UAI) 1.A1'lLC I rY 1=1711 LFaG#i taIV'-N EIFAM t31�U EiF:+AIV SECTION 8 SECTION 4 D. MINIMUM WE::LIjb -ICI EiE A 15C ANI)/Ok NW5 HLI1 r'ti) 1 i.C_'-S I H01\1 3/4" = 1 '-0 3/4" = 1'-0 3/16% C ONTINLILIIJS F ILL-E'f UNLE513 Lj1'HF RW LEiE: NOTED. ,zezee SYSTEM NOTES GENERAL NOTES . 1 . Any existing or potential 5. Do not scale drawings. we 1/2" exterior finish ROOF SYSTEMS system on 160 felt on 5/8" problems relating to architec- gyp. sheathing on 112'" R1 • 6, Walls Keyed in plan as follows: (New tale roofing) Concrete tural , structural , mechanical , 1 . Stool studs are 6" 20 ga. studs ext. plywd on steel studs roof tile on 2x4 battens on 2 plumbing, or electrical work to be removed at 24" o.c. unless otherwise (Ref. ("17.3) layers of rpro at 24"' O.C. over are to be reported to the noted. • sheet waterproofing on 5/8" Contractor and Architect new construction h17 5/8" gyp. bd. extended up exterior gypsum sheathing on immediately. 2. Metal studs are 25 ga. at 24" to structure, on one side steel deck. Attach first layer existing to remain o.c. unless otherwise noted- of metal studs and 2 of 2x28 to steel deck with 08 , 2. Contractor shall field verify refer to plans for sizes. layers 5/8" 9YP• bd• screws at 12" O.C> ; attach existing conditions; any 7 . All dimensions are to extended to corridor second layer of 2x28 over the discrepancies with drawings centerline, grids, face of 3. Typical interior walls are W5 g top of the first layer with 8 d steal ] be reported to the coiling at corridor side, Architect immediately. studs or face of concrete unless otherwise noted. with sound bait. nails at 12" O.C. unless otherwise noted. (Ref D2. 10) and/or Inasmuch as design for remodel 4. All gypsum board to Type "X" y gyp one side t used R2 Na ,�. 8. 3 5/8" metal studs are Fire Rated. 1�8 2 layers 5/8" - _--- 3 that certain rehabilitation requires diminsioned as 3 1/2" on double raw of 1 1/2' R3 Concrete tiles an 2x4 battens � main assumptions be nominally. 5. Exterior wall system at Suites metal studs, with sound on w.p. membrane on 5/8" made regarding existing varies - see 1/4"' plan (sheet bett 5/8" gyp sheathing on steel - \ conditions, and because some of ,/'`� 9YD bd other exterior g \._ these assumptions cannot be 9. 1�' denotes doors, refer to A2.7) for specific gall system side. (Ref D2.4) deck verified without destroying detail manual for door information. ~ schedule. Refer to sheets W9* Add 1 layer R4 Sheet metal on 5/8" ext. gyp. 4' otherwise adequate or y T/16" glass d t wall t th t di i 6 7 f A2.2, A2.4, and A2. or k S. indicates a wa extends mesh mortar unit to w5 at sheathing on 1/2" ext. plywood serviceable portions of the $ locations of doors on building to underside of metal deck- shower sides, sheathing on steel deck. building, the Architect cannot g assure the Owner or the plans• fill all voids at steel deck • contractor that the with fire safing material and w110 2 layers i12" gyp. bd.; 2 professional services herein 10, 0 denotes windows; refer to acoustical sealant. 1/2" CH studs at 24" o.c. detail manual for window with a 1 1/2" sound r encompass all contingencies. Q Field coordination during schedule. Refer to sheets 7. Refer to Specifications (06100, attenuation blanket and 1" - + construction is imperative. A2.2. A2.4, and A2.7 for 06200) for Fire Retardant gyp. bd. shaft liner (2 hr 5�I��vl�� aG locations of windows on Treated Wood. rated, ULDES U438, BBN- Contractors bidding this worksG�t must make reasonable allowances building plans. Refer to 75076). _-_ ._-_-- -----------_ -__-_ _ for unseen conditions and g gyp. bd. on CH studs 12� -� — sheets A3. 1 and A3.2 for 8, Tent all light fixtures in N A � � • inform the Architect of any location of windows on rated ceiling to maintain W1i 5/8" SUITE, p discrepancies. elevations. floor/roof - ceiling rated system, with 1 "' gyp. shaft liner -- S SITE, B panels, 1/2" gyp. bd. d The Architect and Engineer 11 . All new cabinetry, countertops, FLOOR SYSTEMS inside, with 1 " sound special wall , ceiling and atten fire blanket (2 hr IL are not aware of any floor finishes and bathroom Rated, USFG6-23-75) d materials existing on the i + asbestos containing accessories to be selected and F1 3" reinforced concrete on steel (Ref. D7,4 ) I specified in Interior Design deck project and can not astute i the absence of these or documents, to be issued W12 Not used. separately. F2 2X8 redwood decking on 2X4 other harmful materials, 1 Should any such substance sleepers, on sheet tit113 5/8" gyp. bd. each side on � Refer to detail manual for Room -�_ - • • be encountered, the 12' waterproofing, on 3" reinforced 6"" metal studs. f contractor should stop finish schedule. concrete on steel deck W14 1/2" exterior finisfi work and notify the Owner NEW and Architect immediately. F3 3/4" T. A G. plywood subfloor system on 8" CMU. NEB ' on 2X12 sleepers at 24" o.c. EXISTING - A. All angles are at 45 degrees W15* Add 1 layer 7/16" glass - EXISTING unless otherwise noted. F4 2x6 redwood deck on 5/8" 2X mesh mortar unit to W3 at sleepers on sheet showerside. .aterproofing on 3/4" exterior plywood on 2x8 framing. CEILING SYSTEMS WALL SYSTEMS ° C1 1x6 TAG FRTW Redwood on 5/8" gyp• bd. sheathing on 7/8" wi 1/2" exterior finish furring channel at 12" o.c. on system on 151k felt on 5/8"" 1 1/2" cold rolled steel exterior gyp6sheathing on channels at 4' - 0" o.c. c steel studs, with R-19 suspended from structure 4r 01 p batt insulation, 5/8" "gyp. bd. on interior. C2 2 - 1/2" layers gyp. bd. drywall on 7/8" furring W2 W1 with 2 layers 5/8" gyp. channel at 24" o.c. on 1 1/2" bd. on interior. cold rolled steel channels at ^ 4' - 0" o.c. with R-30 batt W3* Double row 3 5/8" Metal insulation and vapor barrier at studs staggered, with 2 face of gyp. bd. , suspended layers 5/8" gyp, bd. each from structure. side and 3 1/2" sound bate insulation. (Ref D2.1 ) C3 New 2X4 (2X2 at Fitness area) 8 mil studs with 5/8 lay-in ceiling suspended from W4* 3 5 " "' [� / structure with 3"" sound Batt gyp. each side, 3 1/2" (existing) floor - ceiling SECTION sound Batt insulation and system, (2 hour fire rated, '2 5TH LEVEL 5/8" gyp. bd. on 112" U.L. Design No. G227) - resilient channels at 24" o.c. on one side. (Ref C4 5/8" gyp. bd, on 7/8" furring A4' 1 SCALE 1 /4" V-0" D2.2 and D2.3) channel at 24" o.c. attached to steel barjoists with 3" 0 Mrs 5/8" gyp. bd, each side on batt. (2 hour fire rated, '85 U 3 5/8" metal studs. UBC table 43-C, Item C/O) ( - 4 0 C: T I 1 I SUITE g ;� i i - • SUITE A SUITE C � I ,! z LU T LU NEW � i _ _ _ _ NEW c5-"* Ltv'F_L r--7 fw E _ EXISTING EXISTING f � r !2. 7Y rn r C13 0 C .� - — -- �' ✓ F' C] '> p i 1 SECTION AT 5TH LEVEL- A40 i2 30 A4,1 SCALE 1 /4" 1 '-0" 126268 - _ - n SYSTEM NOTES WALL SYSTEMS W12 Not used. a wi 112" exterior finish • SYSTEMS GENERAL NOTES �^ system an 150 felt on 5/B" � + exterior gyp, sheathing on W13 6" gyP• to each side on -- � 6" metal studs, i • steel studs, with R-19 / i , Steal studs are 6" 20 ga. studio Batt insulation, b/8" "gyp• PB QD at 24" o.C. unless otherwise bd. on interior. W14 1/2" exterior finish • ..\ noted. system on 8" CMU. 2. Metal studs are 25 ga. at 24"' w2 W1 with 2 layers 5/8" gyp, bd on interior. W15* Ad� 1 layer 7/16" glass o.c. unless otherwise noted- me h mortar unit to w3 at Double row 3 5/8" Metal W refer to plans far sizes. w3* sh werside. ,�c� I I ,� 3. Typical interior walls are W5 (' f- iayerss5/8" gyp. with 2 O'e : Ilt;7,.* i� unless otherwise noted, 9Yp• bd. each side and 3 1/2" sound Batt insulation. (Ref D2. 1 ) - 4. All gypsum board to Type I , Fire Rated. 1 I I 5. Exterior wall system at Suites I varies - see i/4" plan (sheet A2.7) for specific wall system -----information. B. * indicates that wall extends l (yf - to underside of metal dock- - ;'5A • 1✓y(P � fill all voids at steel deck r with fire safing material and CEILING tYSTEMS ct�L� � � acoustical sealant, I• ir W4* 3 5/8" Qttl studs with 5/8" C1 1xB L3G FRTW edwood on 5/8"7. Refer to Specifications {0610U, gyp, each side, 3 1/2" gyp. bd. shea hang on 7/8"06200) for Fire Retardant • sound batt insulation and Treated Wood. I•, furring chann 1 at 12" o.c. on • 5/8 gYP• bd. on 1/2° 1 1/2" cold r lled steel 8. Tent all light fixtures in resilient channels at 24" ! g - �._.- � e__- —/ � channels at 4 ° 0" o.c. • rated ceiling to maintain o.c, on one side. (Ref suspended from structure floor/roof - ceiling rated system. - D2.2 and 02.3) � w5 5/8" 9YP. bd. each side on C2 2 ° 1/2" lays s gyp. bd. • 3 5/8" metal studs. drywall an 7/ furring channel at 24 o.c. on 1 1/2 aEJ131 ?__TyPcold rolled s ee l channels at WB 1/2" exterior finish 4' - 0" o•c. with R-30 batt system on 15# felt on 5/8" insulation an vapor barrier at face of gYP! ext. plywd an steel studs from structr suspended gyp. sheathing on 1/2" (Ref. D7.3) ,. W7 5/8•, C3 New 2X4 (2X2 at Fitness area) ! r r gyp, bd. extended up lay--in ceiling suspended from to structure, on one side structure with 3" sound batt fir TT of metal studs and 2 sayers 5/8" gyp. bd. system, (2 floor - ceiling d to corridor U.L. DesignhNo. x227)rated, ceiling at corridor side, g NEW - _"_/ NEW with sound batt. 4 C4 5/8" gyp. bd. Lon 7/8" furring EXISTING EXISTING I� �-°( ��j- -- - (Ref Dz. to) channel at 24T EXISTINIC o.c. attached to steel bar,j istts with 3" W& 2 layers 5/8" gyp one side batt. (2 hou fire rated, '65 on double row of 1 1/2'" UBC table 43- , Item C/D9 metal studs, with sound bate, 5/8" gyp bd other ROOF S TEMS side. (Ref 02.4) �) I W9* Add 1 layer 7/16" glass R1 (New tiie ro ing) Concrete _ mesh mortar unit to W5 at roof the on x4 battens on 2 shower sides. tC layers of 2x2 at 24" O.C. over :� dF CQ�0 W10 2 layers 1/2'" gyp, bd.; 2 sheet waterpr ofing on 6/8" �1Q► '�Q�� 1/2" CH studs at 24" o.c. exterior gyps m sheathing on with a 1 '•1/2" sound steel deck. ttach first layer attenuation blanket and 1° of 2x2s to s el deck with 08 gyp. bd, shaft liner (2 hr screws at 12"P.C) ; attach rated, ULDES U438, BBN- second layer 2x2s over the p -7 2 75076) • top of the first layer with 8 d LL77 nails at 12" D.C. / gyP• studs 1�C' C4 ; W1i 5 8" bd. an CH panel s, 1/2" gyp. bd liner R2 Not used Fys D AR � with I " gyp• shaft inside, with 1 " sound R3 Concrete tiles on 2x4 battens atten fire blanket (2 hr on w.p. membrane on 5/8" Rated, USFGB--23-75) exterior gyp heathing on steel (Ref. D7.4 ) deck me l sheathing on 1/2" ext. plywood 0 W a sheathing on steel deck. PARTIAL EAST 0 0,B ELEVATIO-ff P'A T WEST E o 0 of IT �I I �, ' � � ,� � 1 , � � �.: i .�, BIZ •-�,��� 2.4— TY P. AIM (�> a I F ?' > 1 e � ' _ LA J I Mr=_ - = - NEW I�cal� - - - -- NEW EXISTING L. EXiSTINC f l8 v - Cry. i - P CID ti C) m • •� 3 w I 0 0 A3 ,, 2. 1 PARTIAL SOUTH 1 ELEVATION-_____ - A3.2 SCALE 1 /4" V—a" TYPICAL K 1782" NOTES CGENERAL NOTE S'� T EM 6 4 1 . Any existing or potential 5. Do not scale drawings. SYSTEMS GEN EtAL NOTES WALL SYSTEMS A 0 i problems relating to architec- tural , structural , mechanical , 5- walls Keyed in plan as follows: _ 1 ,. Steel studs are 6" 20 • ` plumbing, or electrical work - - _ ga. studs w1 1/2" exterior finish " ( ;;b-, j I re to be reported to the -- - -to be removed at 24 o.c. unless otherwise system on 150 felt on 5/8" ContractoP and Architect noted. exterior sheathing on IrK� L LPNIT immediately. new construction steel studs, with R-19 2.. Metal studs are 25 ga. at 24" batt insulation, 5/8" "gyp. r r 2. Contractor shall field verify _ existing to remain O.C. unless otherwise noted- bd. on interior. - - - - �. ,•1 , - m existing conditions; any refer to plans for sizes. discrepancies with drawings 7• All dimensions are to W2 W1 with 2 layers 5/8" gyp. shall be reported to the centerline, grids, face of 3.. Typical interior walls are W5 bd. on interior. Architect immediately. studs or face of concrete unless otherwise noted. unless otherwise noted. w3* Double row 3 6/8" Metal 3. Inasmuch as design for remodel 4.. All gypsum board to Type "X studs staggered, with 2 and/or rehabilitation requires 8. 3 5/8" metal studs are Fire Rated. layers 5/8" gyp, bd. each • MXW27 NMI G i • that certain assumptio be diminsioned as 3 1/2" side and 3 112" sound batt l2 l� �If' made regarding existing nominally. 5- Exterior wall system at Suites insulation. (Ref 02. 1 ) 2 l ^ conditions, and because some of varies - see 1/4" ' plan (sheet these assumptions cannot. be 9. 0 denotes doors, refer to A2.7) for specific wall system w4* 3 5/8•' mtl studs with 5/8" piRDs \ verified without destroying detail manual for door information. gyp. each side, 3 1/2" 1Z1+t. otherwise adequate or schedule. Refer to sheets sound Batt insulation and ` i serviceable portions of the A2. 2, A2.4, and A2.7 for 6_ 0 indicates that wall extends 5/8" gyp. bd, on i/2" - i building, the Architect cannot locations of doors on building to underside of metal deck- resilient channels at 24" assure the Owner or the plans. fill all voids at steel deck o.c. on one side. (Ref • Contractor that the with fire safing material and 02.2 and D2.3) 1 ( professional services herein 10. 0 denotes windows; refer to acoustical sealant. encompass all contingencies. detail manual for window Field coordination during chedule. Refer to sheets w5 5/8" gyp. bd. each side on g 7_ Refer to Specifications (06100, 3 5/8" metal studs. I ! I construction is imperative. A2.2, A2.4, and A2.7 for 06200) for Fire Retardant ! � � I Contractors bidding this work locations of windows on Treated Wood, w6 112" exterior finish II must make reasonable allowances building plans. Refer to system on 150 felt on 5/8" � for unseen conditions, and sheets A3. 1 and A3.2 for + 8» Tent all light fixtures in gyp. sheathing on 112" inform the Architect of any location of windows on rated ceiling to maintain ext. plywd on steel studs + iP II discrepancies. elevations. floor/roof - ceiling rated system. (Ref. D7 .3) •• _ �__ - ___ -- T - A -,._.�� � � _... _-__._.._ - -...._-.=- _ - -•---- - - r - -'1 _ 11 . A11 new cabinetry, countertops, ! t " _ __ - - E -L- _1 The Architect and Engineer y W7 5/8" gyp. bd. extended up • l _ _®�- - _��_-� special wall , ceiling and asbestosacontainingy I _ -' P floor finishes and bathroom to structure, on one side materials existing on the accessories to be selected and of metal studs and 2 eraatnot assure corridor specified in Interior Design layers 5/8` project nd can documents, to be issued extended to corridodo r or other harmful materials. separately. ceiling at corridor side, with sound belt. Should any such substance I �-,1+ •-,! I be encountered, the t2 . R�nishtschedule,manual for Roam (Ref 02. 10) � Contractor should stop W8 2 layers 5/8" gyp one side • - _ '-I T work and notify the Owner l - _ _ -_� and Architect immediately, on double row of 1 1/2" metal studs, with sound • fi t 4. All angles are at 45 degrees batt, 5/8" gyp bd other unless otherwise note side. (Ref D2.4) r-5 --� NORTH T1� L T I W9* Add 1 layer 7/16" glass - mesh mortar unit to W5 a _ t Scab 1 /8" � �-0* � shower sides. r W10 2 layers 1 12" gyp, bd,; 2 1/2" CH studs at 24" o..c. with a 1 1/2"' sound attenuation blanket and I - P5 .� v1=i. �! .. -[3EK GUARDRAIL ` ; DECK GUaR�RAIL gyp. bd. shaft liner (2 hr 5 rated, ULDES U438, BBN- Co 75076) �i t wit 5/6' gyp. bd. on CH studs HUM with l " gyp. shaft liner panels l/2" gyp. bd. `1 • w, i' inside, with 1 " sound E atten fire blanket (2 hr ` 1 Rate d, USFC6-23-75) (Ref. 07,4 ) _ ? W12 Not used_ W13 5/8" gyp. bd, each side on 1�•� 6" metal studs, W14 1/2" exterior finish + l system on 8" CMU. �„ir �►� ! W15* Add 1 layer 7/16" glass i J .l Pl mesh mortar unit to M3 at 9 showerside. UJ ROOF SYSTEMS i cc i W I jI 1t - r R1 (New tile roofing)} Concrete 0 0 roof tile on 2x4 battens on 2 `ter- sheet waterproofing on 5/8" l!•- �. layers of 2x2s at 24 O.C. over r-- - I exterior gypsum sheathing on steel deck. Attach first layer LU of 2x2s to steel deck with 08 screws at 12"second layer o© attach 2x2s over top of the first layer with 8 d _ nails at 12' O.C. - - ,_ - _ _ 7 - - R2 Not used LU > t• --1 I T R3 Concrete tiles on 2x4 battens on w.p. membrane on 5/8" exterior gyp sheathing on steel _ deck 2 LOBBY ENTRANCE R4 Sheet metal an 5/8" ext. gyp. 0 4 NEW NORTH LOBBY ENTRANCE sheathing on 1/2" dec plywood sheathing on steel deck. J A3. 1 Scale 1 /8" : V-0" Scale 1 /4" V-0` ZIA 2 3 4 5 6 D G B A) N UJr Q - W _ r .r V ti - rfujr�e �, .� l�is�ls�•�G r+/ N V LChlae WIF1OW., W/ > �ay L _ Gya /�,I _• •-. _. I He 1~X y ©F G I '10W,C-7 To VNe r — - �r - Lat-! C ,b (�t`ldr �'• f�wo To i ►;t ' c+�a1� s 3fAli 10 04,e 1 - l d Lr Y o S,. p �� � � l'�6fIAGi� Lev l�bl �� C_4= - _ �I I •- 3 Gruel✓ V00W- Td SOUTH ELEVATION r� LOBBY LEVEL EAST J 1 -ELEVA I ON — L Y LEVEL 17 1 SYSTEM NOT SYSTEMS GENERAL NOTES WALL SYSTEMS i W7 5/8'. gyp, bd. extended up W11 5/8" 1 . Steel studs are 6" 20 ga. studs W1 t/2" exterior finish to structure, on one side gyP. on CH studs • with 1 " gyp. shaft liner • at 24" o.c. unless otherwise system on 150 felt on 5/8" of metal studs and 2 panels., l/2" gyP. bd. 2 noted, exterior gyp sheathing on layers 5/8" gyp. bd. inside, with 1 " sound steel studs, with R-14 a} extended to corridor atten fire blanket (2 hr 2. Metal studs are 25 ga. at 24" Batt insulation, 5/8" "gyp. ceiling at corridor side, Rated, USFC6-23-75) o.c. unless otherwise noted- bdl. on interior. with sound batt. (Ref, D7.4 } refer to plans for sizes. I (Ref D2. 10) W2 w1 with 2 layers 5/8" gyp. W12 Not used. 3. Typical interior walls are W5 bd. on interior. w8 2 layers 5/8" gyp one side unless otherwise noted, on double row of 1 1/2" W3• Double row 3 5/8° Metal metal studs, with sound W13 5/8" gyp.6" to each side on metal studs. 4. All gypsum board to Type "X", studs staggered, with 2 Batt, 5/8" gyp bd other Fire Rated. layers 5/8" gyp. bd. each side. (Ref D2.4) side and 3 1/2" sound batt W14 1/2" exterior finish 6. Exterior wall system at Suites insulation. (Ref D2. 1 ) system on 8" CMU. varies - see 1/4" plan (sheet W9* Add 1 layer 7/16` glass W15* Add 1 layer 7/16" glass A2.7) for specific wall system W4* 3 5/8" mtl studs with 5/8° information, gyp. each side, 3 1/2" mesh mortar unit to w5 at mesh mortar unit to W3 at sound butt insulation and shower sides. showerside. 8. * indicates that wall extends 5/8'• gyp. bd. on i/2" W10 2 layers 1/2" gyp. bd. 2 to underside of metal deck- resilient channels at 24" COLUMN SYSTEMS • fill all voids at steel deck o.c. on one side. (Ref 1/2" CH studs et 24" o.c. 112" sound and 1 " with fire safing material and D2.2 and D2.3) ! acoustical sealant. I 9YD. bd. shaft liner (2 hr Cx31.1 4 layers 1j2" gyp. bd. an I � W5 5/8" gyp. bd. each side on rated, ULDES U438, BBN- outside and inside faces, • 7. Refer to Specifications (06100, 3 5/8" metal studs. 75076) replace outermost layer - - • a, 46200) for Fire Retardant with 5/8" gyp. bd. , to run Treated Wood. ws 1/2" exterior finish flush with face of walls # system on 150 felt on 5/8" where necessary. ( 185 - 8. Tent all light fixtures in gyp. sheathing on 112" UBC System, Item 120, • • rated ceiling to maintain ext. plywd on steel studs Table 43-A. (Ref D6.8) �, • floor/roof - ceiling rated system. (Ref. 07.3) �X k�,�ir �! • GOL2 At each flange side: 2- 1/2" gyp. bd. attached 411 -r47 I'"fpeZ4-' A4J separately by 1 5/8" metal studs to column. At open ' �._ . ¢ides= 2 layers 1/2" Daly 9yP• bd. (UL ryes No. X524, 2 P r hour rating- ) (P.sf: E}2.12) _ I u rr-tr w W10 Np/ G!/ IW 3 - � I � � In OL 4 - -_ JOL .� SCSI - - #� I�� -- ��" pF co f L_ t w A E F rg a � I IZA ., :,r " \\ `� , ''� _. r3 '� �t ►-JUG "'� s E3- -- % ,'4-°f IS 4 -rD k lid, { U►-Jv�F�R F'R.e t'�E- -_ ,' k� fr 5 .� p k1 s>`L i _ 1 r [t° I TYr' ��-L S I M L.Ar W_ Pf_A-- 2 ctti � e � � �, � •, _ I r � � t II � / u F tom/_ 175!±4I� f fit n°t . i Q �,ph - y f r-rrOl -r P y 1 dl B t ! . f I ; RA LU C A;:V, X MIN IA !v _ T SITE C -_ I SUITE B - �' � SUITE A# � k��d�ral� ����.s�> � � ,.� ,C 0 _. I 1 a - , UJ u 511 1 I L__ ' - II T A4.1 W < OT 7T - .G. pj ..> 'tom Its, I t } � ',#�'k og Wt d L ,� 3 X1.1 TrINC L�Gis.rl fl i . k t �►LI. mf%# .G• - -- - P `a Tub SuR p, ! ! �V�.'�' �i"Il�'�I `! i+/i/J •�# .-_.._ _..p -� I _ lL'f�: V-- 'SCEP . � /AA. Db� l..l N lye .��G� __.. -�- � -_ �'�► � I - / � J, -- .r_-_ _ t - �I Z,. - - - � k 0a 5. Do not scale drawings. LU ...�i� --a _ •� ( '( ) � OP- � � � -F3I 6 . walls Keyed in plan as follows: ! t=J UJ `� I f1 QI_ ,,I - - - - - kl _ 3 I' �O __ ~©------- a _ s x- I�l' R .F D�ol,� _ - _ to be removed. -- I- - I__'-_.P� _ _ i II E► ' I iri■� I i '� new construction i �I_�I � k�-yll �y''E��I 2•�' "C7i# 2� -(�If I ' rl existing to remain centerline, grids, face of studs or face of concrete .Y✓ unless otherwise noted. h 8. 3 5/8" metal studs are diminsioned as 3 1/2" m nominally. 00 GENERAL NOTES r assure the Owner-or the 9. denotes doors refer to Contractor Chet the detail manual for door r General Notes schedule. Refer to sheets CCU professional services Herein A2 2, A2 4, and A2.7 for encompass all contingencies. C e 1 . Any existing or potential ield coordination during locations of doors on building 'y 2 3 problems relating to architsc- plans. onstruction is imperative. .�- tural , structural , mechanical . d plumbing, or electrical work contractors bidding this work 10 denotes windows; refer to in are to be reported to the must make reasonable allowances detail manual for window for unseen conditions, and contractor and Architect infirm the Architect of any schedule. Refer to sheets immediately. discrepancies, locations of and A2.7 for 2. Contractor shall field verify building plans. Refer to Iu existing conditions; any The Architect and Engineer sheets A3. 1 and A3.2 for discrepancies with 'drawings are not aware of any location of windows on asbestos containing elevations. shall be reported to the materials existing on the Architect immediately. project and can not assure 11 . All new cabinetry, �-AZ 7 FIFTH LEVEL PLAN Y, countertops, 3. Inasmuch as design far remodel the absence of -these or special wall , ceiling sand other ,harmful materials. floor finishes and bathroom and/or rehabilitation requires Should any such substance accessories to be selected and J SCALE 1 /4" 1 `--Q" that certain assumptions be be encountered the made regarding existing specified in Interior Design Contractor should stop conditions, and because some cif work and ratify the Owner documents, to be issued these assumptions cannot be separately. verified without destroying and Architect immediately. NORTH otherwise adequate or 12. 'Refer to detail manual for Room" serviceable portions of the 4. All angles are at 45 degrees finish schedule. building, the Architect cannot unless otherwise noted. f A 02� 4 (6) f I i y Y • 12F-P'YE, 14AL..L, t 5 r ►. 3 Ac>c;F'rIC7"A.._ W':;L4e-T4' cv 611-4 EX�-J 'i � i._L,5 hl�IGfit c'�2.� ,� ✓ ro �"�rrc+- ac' tt�.lG.t 5' i OB EX 1,5rrl kJ 67 1 EZ r-0611111 I t, cot Lr EI I E � ill [ G L r` rF Wz' ov r".1 Pave- '1A t-1!5 f I P UJ 9 03 0 4 fff R _ E I - w I e SUITE C , SMITE B SMITE A 0 r Z,. -t.. --- - CD) z UJ GENERAL N 1 . Any existing or potential The Architect and Engineer problems relating tonarchitec- are not aware of any 9. denotes doors, refer to tural , structural , mechanical , asbestos containing detail manual for door plumbing, or electrical work materials existing on the schedule. Refer to sheets are to be reported to the project and can not assure A2.2, A2.4, and A2.7 for Contractor and Architect the absence of these or locations of doors on building immediately. other harmful materials. plans. Should any such substance 2. Contractor shall field verify be encountered, the 10. 0 denotes windows; refer to existing conditions; any Contractor should stop detail manual for window f discrepancies with drawings work and notify the Owner schedule. Refer to sheets shall be reported to the and Architect immediately. A2,2, A2.4, and A2.7 for f} 1`► Architect immediately, locations of windows on , C ,o All angles are at 45 degrees building plans. Refer to Q 3. Inasmuch as design for remodel unless otherwise noted. sheets A3. 1 and A3.2 for C and/or rehabilitation requires location of windows on / /'' ( 2 ) that certain assumptions be . Do not scale drawings. elevations. ��, `' made regarding existing conditions, and because some of g, Walls Keyed in plan as follows: 11 . All new cabinetry, countertops, x these assumptions cannot be — — _ special wall , ceiling and verified without destroying -- - - -to be removed floor finishes and bathroom otherwise adequate or accessories to be selected and serviceable portions of the new construction specified in Interior Design building, the Architect cannot documents, to be issued assure the Owner or the existing to remain separately. + Contractor that the professional services herein 7. All dimensions are to 12. Refer to detail manual for Room encompass all contingencies. centerline, grids, face of finish schedule. A2m6 Field coordination during studs or face of concrete construction is' imperative. unless otherwise noted. LEVEL �IL�� PLAN Contractors bidding this work i FIFTH must make reasonable allowances B. 3 5/8" metal studs are for unseen conditions, and diminsioned as 3 112° inform the Architect of any nominally. A2.6 SCALE 1f4 C�" discrepancies. " � '�- ,, . +54.9 +56.2- T G LEGAL DESCRIPTION �? ( That part of Lot 1, Block 2, Vail/Lionshead, Third Filing, according to the thereof County, *52.3 ,0��P + , 53.4 N / HighwaynNo. 70 southerly said Lot TI bears INK T �?� N 67°27 ' 11" E 124.99 feet; thence along said right-of-way , 150.01 g g y feet along the ,arc of a 3650.00 foot radius curve to the left having 3650.00^ P 0 B a central angle of 02'21' 17" and a chord that bears S 65°17 '41" W +50.2 �-02021 '17" G 150.00 feet , to the northeasterly corner of Vail Spa Condominium + "r according to th,e map thereof recorded in the office of Eagle County, 51.1 L - 150 ,01 ' /"� -� �, Colorado Clerk and Recorder; thence departing said right-of-way d CH = S 65 17'41 W ,' 150 .001 + 63.0 S 23 002 '46" E 178.40 feet along the easterly boundary of said Vail ,' G Spa Condominium to the northwesterly corner of Enzian at Vail Condo- T miniums according to the map thereof recorded in the office of the ` E W 0 Eagle County, Colorado, Clerk and Recorder, thence following nine O C �- 0 courses along the northerly, easterly and southerly boundary of said 0 G N, Enzian at Vail yCondominiums; 1) N 66°57'00" E 93. 10 feet 2) S 2.3°03'013" E +61.5 �, 44. 19 feet 3) N 66°57'00" E 21.50 feet 4) S 23'03'00" E 1.6. 55 feet Lz.J 5) S 69-44' 54" E 40.47 feet 6) 7.83 feet along the arc of a 5.00 foot ►- a +48.6 radius curvy: to the right having a central angle of 89°44'54" and a + 68.1 chord that bears S 24°52"27" E 7.06 feet 7) S 20°00'00" 19.02 feet U O 8) S 57°56'00" 'W 16.91 feet 9) S 66°57'00" W 114.60 feet to said LL_ easterly boundary of Vail Spa Condominium ti`lence S 23°02'46" E 17. 38 - (7 6561 feet along said easterly boundary to a point on the northerly right- Z � �i I + , of way line of 'West Lionshead Circle; thence following two courses _j Z 1) 20.97 feet aloe . PAVED PARKING �. - ,%� along said right-of-way; g the arc of a 289.00 foot D, a A.0 E radius curve to the right having a central angle of 0" 09 r 27„ x and U G chord that bears S 89°15' 51" E 20.97 feet 2) 230.22 feet along the z / 2a� arc of a 150.00 foot radius curve to the left having a central angle O � cover"2� of 87'56' 19" and a chord that bears N 48°50'42" tJ J E 208. 28 feet;. thence � LLJ s .� �ce +56.5 .-� departing said right-of-way N 79"'10'53'" W 80.94 feet; thence O 11 ts�`o BUILDING OUTLINE�T GRADE ', , e� N 23 002'46" W 210.84 feet to the point of beginning containing 40370 ,U _ < 69.5 + +\ square feet , or 0.9267 acres, more or less. Q W _ Q EDGE MEN Z d_d � O L N J O 0 LL E 17/ �!� ` � \ 53.7 IhiFROV 'rfENT LOCATION CERTIFICATE ICATI > Z 0 � O ti 'DUTLrNE OF O Q Z C �, `�ag A /r I hereby certify that this Improvement Location Certificate was prepared for � < F J MEZZANINE LEVEL �� _.-=-- ¢• .,,f `, Enzian Associates Inc. _ tkt�:It it is not a land survey plat or improvement survey plat , and that it is not to be relied upon � W CL > � a`� +526 for the establishment of fence, building or other future: i-mprovement lines. BUiLD NG WITH 7 LEVELS + ` OUTLINE Of_ I further certify that the improvements on the above described parcel on this MEZ E LEVkt- F�(st Mezzanine, Front pests Level Efev;13164.30' ,, STA; l WALK date, _3 /4_/$7 , except utility connections, are entirely ` within the boundaries of the parcel, except as shown, that there are no ellcro-lch- J (snow storage-2/24/89) meats upon the described premises by improve�r:cnts on any tdjoinin , premise,,, ex- +9.0 \ ) cept as indicated , and that there is no apparent evidence or sign of any c r=5etncnt d� 2,3. crossing or burdening any part of said parcel , e cept as noted . •� BRIDGE �' D 1964.3 +62.5 ONCRETE STAIR 8, WALK TEPS 57A4t5 932 +6 9 -S \ - - EDGE OF PARKING FOLLO'NS E 90 .T.5 l�ti eland J. i r L: net `. `O PROPERTY LINE -- e � �, +64.3 /' �9 ti ,, -�d- �--- - Y T. .I 11 r 65 , � . \ 13150 10 CONCRETE WALT_ FOLLOWS Cid,lrajo P .L.S. ?-1 0t) FIDE NALK c `� 62.6, - 0 PROPERTY LINE . r 1 6 a + '•\ POOL :`` f j Fsa t 17 D � DECK - _ '\ �-� �.'�Q }4 9.2 SHED Under snow)- e� � `7 � r- f �, n n. - Q 2/24189 62.5 STEPS- , rW STAIR nV �� v �! LNG 01 1 �» s P M tP � 2 \ 0 5 ELECTRICAL TRANSFORMER 0.1', _ CONCRE 1 r NALL C) 8(G g, \ ; CD SPOT ELEVATION (TYP,) �. CP ti yi PAVE_ D QQ o , z N6�, �1 �Q - RECORDED AND'21 E c N 41 74 IN BOOK 2:'.,7 , PAGE 675 UTILITIES LEGEND= S 23003'00" E 16 55 ' - -'---- - S6-9. SCALE 1IF = 20 � _- _ .► - T, BURIED TELEPHONE CABLES (2'-1.5' c�pctr9) 1 R 5.00' '11, DATE OF SURVEY 3 / 4 /87 a y t5=E39044S4 'G7 BURIED GAS LINE L = 783 ENZIAN AT V'�1IL _ CONDOMINIUMS CH = S. 24°52'27" E OC BURIED CABLE TV 706' a BURIED CABLE IMPROVEMENT LOCATION UPDATE ''r•.,r . R BURIEEIaIS// S• 20 00'0 0 W, 19, 0 2 (� ABOVE GROUND JUNCTION BOX Date: j/o y� , ' 5 57^56 00 "W 16.9I - y� --- -= - [1F ,z � Leland J. jj26chner 4 OW Colorado F.L.S. 23506 rs� g ` 10" WATER LINE ` ►�1 GATE VALVE i ve 6Q � EDGE OF F:' d F ME'I I �.. c FIRE ASEMENT DATA RE HYDRANT �,\ 1 N 66°57'00 • E 44 00, r 7, 2 S 230 03.00" E 35 80 ' _ 3 S 76 0 32' 16 E 84 97' to QUO 4 R = 150.00^ r' 09°32'57 ­ L - 25 00^ CH = S 18°03.19"W , 24 97 ' c� G6 5 N 67010 12 '1 W , 8.82 A - e Of r_ • . '^ L = 6.17 ' CH = ;68°3813 '^ W , 5 58 6 R = 400 ' L= 88 023' 10 ' 7 R = 13718' n =68022'20" L= 163.70• CH= S 58037'48" W, 154 16 ' hj 8 N 83°03'38" W 28 55• cs '- �' f w Cc R = 150.00 n 87 056' 19 bi Id R 1.p „ Vu E S 230.2 -- _ . R - 289.1)0 -c�_ 04 09'2 7 CH - N 48050'42 E L = 20.97 • 208, 28' P- 0 ` CH = S 89°15'51 E 20 97 F NOTICE: According to Colorado law you most based upon any defect in this survey within six , discover such defect . In no event , may any aci an 3 in this survey be commenced more than ter; y e t C, i certify: ;3 i,�a shown h,4reon. •aasoe ry SYSTEM NOTES / f r ' 1k SYSTEMS GENERAL NOTES • - -• ,� ,>.,� ROOF SYSTEMS � • I 1 . Steel studs are B" 20 ga. studs W7 5/8" gyp. bd. extended up R1 (New ails roofing) Concrete at 24" o.c. unless otherwise to structure, on one side tile on 2x4 battens on 2 rl roof Hated. of metal studs and 2 layers of 2x28 at 24" O»C. over , °' 8x7 '�fFbi< 4 2 Metal studs n 2 layers 5/8'" gyp. bd. sheet waterproofing on 5/8" s r l cads re 5 ga at 24" extended to corridor r - ' o.c. unless otherwise noted-' sheathing an ,. v I _: Y j ceiling at corridor side, steel idock. Attach first layer _ } _ refer to plans for sues. Y _.:h. ,+ haft. of 2x2s to steal deck with its .. h D2u10 •. _ Ref screws at 12" O,C) ; attach w 3. Typical interior walls are WS ( ) unless otherwise Hated. second layer of 2x2s over the • ^' l ( 1 ? WS 2 layers 5/8" p one side top of the first layer with 8 d ow 1 /2 nails 4 an double r of 1 ils at t2" O.C. All gypsum board to Type "X", metal studs, with sound it » . t Fire Rated. . , w -� - �,� _. ,� s Y ti ��� Batt, 5/8" bd other R2 Nat used -," _ - side. {RefgD2.4) S. Exterior wall system at Suites R3 Concrete tiles on 2x4 battens •'� varies see 1/4' plan (sheet on weep. membrane an 5/8'" � ,�t y I e A2.7) for specific wall system Y glass w9* Add 1 layer 7/16" gla Information. mesh mortar unit to W'S at exterior gyp sheathing on steel ,. 1, shower skies.. deck mho • * indicates that wall +extends �' W10 2 layers 1/2.. R4 Sheet metal on 5/8" ext. Yp' • to underside of metal deck- Y 9YR• bd.; 2 ire sheathing on 1/2" ext. plywood fill all voids at steaal deck 1f2' CH studs at 24" a.c, sheathing on steel dock. with a 1 1/2•• sound i with fire safing material end 1 1 1 - '� • attenuation blanket and i' acoustical sealant. � .. +- 4 i w hr COLUMN SYSTEM i +i ,, s ,_ '�r 7. Refer to Specifications 1(06100, t liner {2 ... {-- gr.atedbdULDESf 0438, BBN- S x s�,1fR',,�}>rf .�,� 75076). 0 t Wood. Fire Reltardant I # NO `t` TseaOed r i ► T 1 r $ ' I welt 5!8' gyp, bd. on CH studs CoLi 4 layers 1/2'" gyp. bd. on with t .. 8. Tent all light fixturres in 9Yp. shaft liner outside and inside faces, .1� a ► e i i r� �- �' anal 1 replace outermost layer • rated ceiling to maintain P /2" gyp. bd. inside, with 1" sound with 5/8" gyp. bd. , to run y.- ,, • > .. ,: floor/roof - cei 1 ing totaled system. wi x r� sated fire 23-75)(2 hr flush nece fact' of walls e .-. ... . � . � � Rated, where necessary.tl g- I, . Table 43-A, (Ref 08.6) (Ref. D7.4 ) UBC System, Item 020, • e FLOOR SYSTEMS W12 Not used. t T •` COL2 At each flange side: 2- 1 R W13 5/8" gyp. bd. each side on 1J2" F1 3" reinforced concrete on steel gyp. bb attached .. 6" metal studs. separately by 1 5/8" metal � 1 g, deck studs to column. At open ; . W14 1/2" exterior finish sides: 2 layers 1/2" gyp. f. , °[ YONNE r r F2 2X6 redwood decking on 2X4 system on 8" CMU. bd. (UL Des No. X524, 2 [r sleepers, on sheet hour rating. ) (Ref: 02. 12) waterproofing, on 3" reifnforced w15* Add I layer 7/16" glass �_ ^ 9 concrete on steel deck mesh mortar unit to W3 at ,_:, r d `� `} showerside : +t r7 j f r." ► F3 /4' T. 6 plywood r l � nip 3 G od subf 1 as .; �. _ �d on 2X12 sleepers at 24 o.c. P i _44 CEILING SYSTEMS i F4 2x6 redwood deck on 5/8"' 2X • sieeFers on sheet P s . " a �f •.,: c." a- ') "° ,�� waterproofing on 3/4" exterior C1 1x6 T&G FRTW Redwood on 5/8" k plywood on 2x8 framing Yp. bd. sheathing on 7/8" '1 1 ,°1 furring channel at 12" o.c. an - J s " 1 1/2" cold rolled steal ' WALL SYSTEMS 4' 0° O.C. suspended at .. - a- !_' ,, ii' - • ,� '1� r:`• :�� �r� ucpcnded from structure ' wt /2 exterior finish C2 2 - 1/2 layers gyp. d. ;, - riot fini a ers g b ". 6` - �4 •K system n 150 son 5/8' drywall on 7/8' furring • '`•Gay � exterior gyp. sheathing on Channel at 24" O.C. an 1 112" s r` 1, '.i .' t` "? Yri `= F°' t1.r.• I steel studs, with R-19 cold rolled steel channels at r, p batt insulation 5/8" - � > , .,5rf� _ ,.. °: � & � gyp- 4' 0­ o.c. with R°30 batt bd. on interior. insulation and vapor barrier at IN, face of gyp. bd. , suspended w2 w1 with 2 layers 5/4-' gyp. from structure. s�, , f` bd, on interior. C3 New 2X4 (2X2 at Fitness area) I'? W3* Double row 3 5/8" Mental la in ceiling suspended from studs staggered, witth 2 structure with 3" sound butt ._ (;� d l + layers 5/8" gyp.. bd.. each (existing) floor - ceiling s. side and 3 112­ soured bats system, 2 hour fire rated, i t insulation. Ref 02.. 1 es o. G2 F 1�, T rnr � n ° = w4* 3 Sts" mil studs wilth 5J8" C4 5/8" bd. on 7/8" furring ; ! t _ •�a>' _ ,�__ �. ,, �. � ,. � : ,�) -; gyp. each side, 3 1d/2" channel at 24" o.c. attached sound batt insulatkcan and to steel bar,joists with 3" 5J8'" gyp, bd. on 112" batt. (2 hour fire rated, '88 /y�+ • ,. _ Lis resilient channels at 24" UBC table 43-C, Item C/D) side. of 00 D2G2 andaD2.3)d t Ft r- 4, . f .s W5 /8° gyp. bd. each ride on _ r _ 3 J metal studs *` #: 5 89 .: r" w " W6 1/2" exterior finish v ; f � ;; � �', system on 15it felt an 5/8" r gyp. sheathing an 1p2" ' 9 n steel studs "• f 1[ a ext. D7.3) _ T a - xt plywd a u }I , SYMBOLS GENERAL NOTES PROJECT SUMMARY INDEX OF RAGE ABBF�EV�ATiC�NS AND AO. 1 Index , Project directory , Abbreviation , Symbols and Notes Construction Type: Type ii FR. A1 . 1 Site Demolition' Plan / Site Plan �1bbfE?V'IatIUf1S Material Designations 1 . Any existing or potential problems relating to Al . 2 Landscape/Grading Plan Z,, and Symbols architectural , mechanical , plumbing, electrical , or A2 . 1 Basement Level Demolition Plan ABY abate structural work are to be reported to the Contractor and R1 - Hotel A2 , 2 Basement Level Plan AFF above finished floor FD floor drain (P) paint Architect. occupancy Type. r A3 - Restaurant A2 . 2R Basement Level Ceiling Plan t�lri AP access panel FTQ footing PR pair , AC acoustical FWD foundation Pk parking 2, Contractor shall field verify existing conditions; any A2 . 3 Lobby Level Demolition Plan ADD **IN" FSD furnished by others PvMT pavement ��,� discrepancies with drawings shall be reported to the A A2 . 4 Lobby Level Flan A0.! adjaeent GA 96"• 940941 PLAN plastic laminate g Approx.r� t v R 1 :33,985 Sq. Ft. Y ALT alternate ev galvenizea PM plate Architect immediately= pp Sq. ,a s AL aluminum lic general contract (or)' PT point-� WOT�01,'Jt 4;;WCRETe A2 . 5 Typical Plans - let through 4th Levels ARCH architect (carat) QL glass, glazing J F13:3,72(� Sq. Ft. A2 . 6 Fifth Level Demolition Plan PSF pounds per square foot 3. Inasmuch as design for remodel and/or renovation A2 . 7 Fifth Level Plan ERG bearingt I:apw gypsum board Per pounds per square inch requires that certain assumptions be made regarding existing BRa bearing a PL property line a c�►1r-Ras A2 . 8 Roof Demolition Plan / Roof Plan S'JL beveled le]R header x- c�- `��'"L conditions, and because same of these assumptions cannot be IT bituminous ►TrQ heating QT quarry the verified without destroying otherwise adequate or A3, 1 Lobby Level' Elevations BLK block RVAC heating/ventilating/air cond REF reference h BLxG blacking REFR refrigerator IgK serviceable portions of the building, the Architect cannot A3 . 2 f Fifth Level 1 Elevations UJ BDT bottom HC hollow care RE • reinforce (d), (ing) assure the Owner or the Contractor that the professional A4. 1 Sections at Fifth Level BLDG building iel hollow metal RECD required services herein encompass all contingencies. Field CPT carpet (ad) HOR horizontal RLS resilient Met7+L S1 Structural Notes and details HMi hat water heater REV revision (d), (1ng) coordination during construction is imperative. Contractors CSMT casement RE right nand bidding this work must make reasonable allowances for unseen S2 Demolition Plans - 5th Floor and Roof (C) calk (ins) caulking) IMCL include (d), (ing) conditions, and inform the Architect of any discrepancies. S3 Fifth Level Plan CLa calling ID inside diameter R riser 1'iGrl`t. (4Ft/�LL F.xtl.� low CT ceramic the INS insulate (d), (ion) R&S rod and shelf ` °e?� S4 Roof Framing Plan Cot clear (once) IM1' interior RFC roofingein - 4, All angles are at 45 degrees unless otherwise noted. �� T� Y M1 . 1 $aSement Level H and V Plan JC janitor's closet PROJECT CGalC concrete KIT KIT kitchen RM roam -• CHU concrete masonry unit LAN lesinste (d,) RO rough opening S. Do not scale drawings. M1 . Lobby Level Mechanical Plan COM&T construction LAV lavatory (S) sealant (exterior) {- - �p M04i4ry CDMT continuous LM left nand STfG sheathing - M1 . 3 First through 3rd Levels Mechanical Plan M1 .4 Fourth Level H and V Plan CJT control Joint L length siiT sheet O����� 6, walls Keyed in plan as follows: M1 . 5 demolition Mechanical and Plumbing Plan - 5th Floor GUST custom LT light SIX siailar � *�^"F DTL detail LvR louver SC solid rare =� to be removed Qj DIM dimension SPEC specification (s) M1 . 6 Fifth Level F1 and V Plan OWNER Alma Equities Inc. so square at ,, new construction M2 . 1 Basement Level Plumbing Plan cl0 DR door Mbi manhole IFk>a3L►i1r�1 OTr,) Lewis Futterman, President I MFR manufacture (or) STD standard existing to remain M2 . 2 Fourth Level Plumbing Plan l]iKt drawing ST steal 2162 Broadway Q7 OF drinking fountain MD masonry opening SD storm drain li C �) New York, NY 10024 M2 . 3 Fifth Level Plumbing ng Plan E east XTL material T1O� 7 . All dimensions are to centerline, grids, face of studs or r ELEC electric (91) STR structural M3 . 1 Details MECii max TEL telephone face of -concrete unless otherwise noted. M3 . 2 Waste and Ventilatin Risers ti .r�� co EL elevation (a} Tv television Q ELEY elevator MG medicine cabinet L_._____� �� C THR threshold ARCHITECT Zehren and Associates, Inc. M3 , 3 Heating Schematic Diagram - Eti squat MET wtat 8. 3 5/8" metal studs are diminsianed as 3 1 /2" nominally. 9 9 Qt', 7aG tongue and grove P.O. Box 1 9 7 6 .� EM exhaust M materete M4. 1 Plumbing Fixture Schedule, Mechanical Equipment EXQ existing !ei millimeter (s) TSL top of slab aF(4 `t.� Avon, Colorado 8t$20 Q EXT exterior MIN minimum TsT too of steer 9. denotes doors, refer to detain manual for door Schedule MIR mirror Tit top of wall dap .01 schedule. Refer to sheets A2.2 , A2.4, and A2.7 for (303)949-0257 [ r•GC teem of concrete Tg towel ear f�.�Yvrrat-1"ft _ E 1 . 1 E l Electrical i ca 1 Schedu 1 Schedule , Legend and Notes FUF face of Finish "Ise miscellaneous locations of doors on building plans. FON face of masonry MULL mullion TR transom STRUCTURAL Monroe Engineering consultants E2 . 1 Basement Level Plan - Power Fos face of studs MAT natural T tread [ k4 I so4 i40V_l_11 P.O. Box 1557 E2 . 2 Basement Level Plan - Lighting hti n FI11 finish (ed) MR noise reduction TYP typical �� 10. 0denotes windows; refer to detail manual for window 9 s FF finished floor elevation. MDM nominal ve vapor barrier Schedule. Refer to sheets A2.2, A2.4, and A2.7 for Avon, Galotada 81620 E3 , 1 Lobby Level Plan - Power x north VERT Vertical (303)949-•7768 FE fire extinguisher VAT vinyl ssbostnatile locations of windows on building plans. Refer to sheets E3 . 2 Lobby Level Plan - Lighting FDC fire department connection MIC not in contract "FiiC fire Hass connection MTS not to scale VC crater closet ptylp.+k-ir{prc/'rra0"l5 A3. 1 and A3.2 for location of windows on elevations. E4 . 1 Typical Floor Plan 1St through FEC fire extinguisher cabinet MT on scale VP water proofing MECHANICAL-ELECTRICAL Yoder Engineering Consultants, Inc. Yp 4th Level - Electrical wdF welded wire fabric P.O. Box 5740 E5 . 1 Fifth Level 'Plan - Power OPQ"PL fireplace °h'""ing w wet 11 . All new cabinetry, countertops, special floor surfaces Avon Colorado 81620 E5 . 2 Fifth Level Plan - Lighting ' AO• FP fireproofing, sprayed OPP opposite r width, wide 0_Q and bathroom accessories to be selected and specified by g g FL® fleshing oPw apposite hand raw window Interior Designer. (303)949-1191 E6 . 1 Electrical One Line Diagram and Notes FLA floor (ing) ON overhead wo without WD wood - 12. Refer to detail manual for Room finish schedule. INTERIOR DESIGNER Simon, Martin-Vague, Winkelstien, Morin - 501 Second Street San Francisco, CA 94107 (415)546-0400 , *54.9 +56.2 i T LEGAL DESCRIPTION That part of Lot 1, Block 2, Vail/Lionshead, Third Filing, according RdA� © to the map thereof recorded in the office of the Eagle County, +523 ONot),(,f- + j 0 Colorado, Clerk and Recorder, described as follows: 31N 33 Beginning at a point on the southerly right-of-way line of Interstate 11$0 `(`N Highway No. 70 Whence the most northerly corner of said Lot 1 bears 01 //// N 67°27'11"' E 124.99 feet, thence along said right-of-way, 150.01 G \ feet along the arc of a 3650.00 foot radius curve to the left having ` a central angle of 02°21' 17" and a chord that bears S 65°17'41'" W + 4.�G =3650.00' Y y f' 0 B. 150.00 feet , to the northeasterly corner of Vail Spa Condominium 50.2 j L =15 01 ' C according to the map thereof recorded in the office of Eagle County, +51.1 L ='150-01 ' Colorado Clerk and Recorder; thence departing said right-of-way CH = 5 65 50.0 W 63.0 S 23°02'46" E 178.40 feet along the easterly boundary of said Vail " G �� _150.00 + Spa Condominium to the northwesterly corner of Enzian at Vail Condos T ^fti Z miniums according to the map thereof recorded in the office of the Eagle County, Colorado, Clerk and Recorder, thence following nine U C ° courses along the northerly, easterly and southerly boundary of said L3 \ �, Enzian at Vail Condominiums; 1) N 66°57'00" E 93.10 feet 2) S 23 003'00" E -1.61.5 s' 44.19 feet 3) N 66°57'00" E 21. 50 feet 4) S 23°03'00"' E 1.6, 55 feet LLJ Q 4'. 5) S 69°44' 54" E 40.47 feet 6) 7.83 feet along the arc of a 5.00 foot �- J +48.6 radius curve to the right having a central angle of 89°44'54" and a Q + r'$.1 - chard that bears S 24°52'27" E 7.06 feet 7) S 20°00'00" 19.02 feet U U 8) S 57°56'00" W 16.91 feet 9) S 66°57'00" 'W 114.60 feet to said LL_ easterly boundary of Vail Spa Condominium thence S 23°02'46" E 17.38 - U feet along ,said easterly boundary to a point on the northerly right- Z "�� +65.6 *�/" t of-way line of West Lionshead Circle; thence following two courses �� / aloe said right-of-way; 1) 20.97 feet along the arc of a 289.00 foot -- :3 3Q PAvFD PARKING g g yi o , „ C? LL radius curve to the right having a central angle of 04 09 27 and a Q E y G chard that Ibears S 89°15' 51" E 20.97 feet 2) 230.22 feet along the Z N 0 U � _2IZAI�9� arc of a 1510.00 foot radius curve to the left having a central angle 0 Y (� La of 87°56' 19" and a chord that bears N 48'50'42" E 208.28 feet; thence U 2 J �1ce` � +56.5 departing said right-of-way N 79°10'53" W 80.94 feet; thence U LP Ok lg^a� BUILb1NG OUTLINE !J GRADE N 23°02'46" W 210.84 feet to the point of beginning containing 40370 V J _ Q �, 69.5 /_ � square. feet , or 0.9267 acres, more or less. p M W 4 / .., AA g t,'S � 1 �o. 1 PART OF LOT I W UJ _J -- 9 - EDGE OF PAV MEN �p�'!L `s E 9 'J 0 = - W 0 © Z � r140 Z E , *53.7 IMPROVEMENT LOCATION CERTIFICATE � � L J U Z a OUTLINE OF I hereby certify that this Improvement Location Certificate was prepared for Lr - J C A9. \ MEZZANINE LEVEL -Enzian ,Associates Inc. , that it is not a CL N Cr 1 land survey plat or improvement survey plat, and that it is not to be relied upon Z Q Q U W OL > H NA 3 TO\ �� acy +526 for the establishment of fence, building or other future improvement lines. iv �.\ \ - BUILDING WITH 7 LEVELS OU TLINE I further certify that the improvements on the above described parcel on this s. \ \, `M EZZ lE LEV. date, 3 /4 /87 , except utility connections, are entirely First Mezzanine, Front Desk Level Elev=8164 30` \ ST / WALK W - (snow storage-2/24/89) within the boundaries of the parcel, except as shown, that there are no encroach- A; es \ ments upon the described premises by improvements on any adjoining premises, ex- a 390 \ cept as indicated, and that there is no apparent evidence or sign of any easement A,5 t�. `� 1 ` + crossing or burdening any part of said parcel, except as noted. O 110 ti, A1. BRIOGE rN p 1°364.3 +�.5 ONCRETE STAIR D 0. •fir a 8 WALK - \g. - STAIRS \93{,. 1g +6 9 STEPS * _ EDGE OF PARKING FOLLOWS � r P� 1 �•^ E {e j <o +64.3 1 , 4O Y � PROPERTY LINE By 10 ` N BS `6 A 8150 °-- _ 10' CONCRETE WALL FOLLOWS Leland LL.S. r 5i'"EwALK % 62 6 PROPERTY LINE Colorado P.L.S. 23506 { � \A 4A i ` ! _ � POOL s , date: A C1 0 \�4\1 9.2 t I©^ SHED Zunder snow �� STEPS � VA I - S PA C O N D O M I N I U M 2/24189 +62.5 STAIR p. 1 79 0/0,53 ELECTRICAL TRANSFORMER 1� �° � - CONCRETE WALL 9� ' ® $�. Sr<j ' / C) } { . 1 SPOT ELEVATION (TYP) = �G t^ ^ 4 PAVED 66�� tj0 PAt;KING AND ACCESS EASEMENT UTILITIES LEGEND: 24 RECORDED I2/4/ 74 IN BOOK 237 , PAGE 675 d u S 23°03'00" E 16.55 '' �1 Q SCALE 1 20 ' 4 • (D BURIED TELEPHONE CABLES (2-1.5' apart) R = 5.00' Sg9°41S DATE OF SURVEY - 3 /4 /87 d= 89°44'54 " 4 Q BURIED GAS LINE 0. 47' ENZIAN AT VAIL L = 783' � CONDOMINIUMS CH = S 24°52'27' E +R BURIED CABLE CABLE TV 706' m IMPROVEMENT LOCATION UPDATE .1�" 1tEfi1 �•"'`�. T) BURIED ELECTRIC CABLE �,/ �;• 4�0�,,. ,Stfp'•ti, S 20 00'00 ' W, 19. 02 - o 'L LIE 4fti'�� ® ABOVE GROUND JUNCTION BOx Date: !o tt" By: S 57056 '00 ':W 16.91 gp f �'� �'- Leland J. echner i Q 10" WATER LINE Colorado P.L.S. 23506 ;: ►� GATE VALVE \\ FIRE HYDRANT EDGE OF PAVEMENT : EASEMENT DATA I N66057'00 "' 44-00' I< �� 2 S 23° 03'00" E 35.80' w q 10 ' V 3576° 32' 16" E 8497' 4. R = 150.00' = 09°32'57 IL= 25.00' CH= S 18°03'19 W , 24 97 ' Z W 66 -y`^ G\ 5 N 67°10'12 W , 8.82' 6 R = 4.00 ' d=88 023' 10" L = 6.17 " CH = 568°38'13 " w , 5 -58 ' Q 0. �_. 7 R= 13718' 6 =68 022'20" L= 163.70' CH= S58 037'48" W; 154 16 ' � v ' s �- 8 N 83°03'38 W 28. 55 ' �C C-) .'' R = 150.00' V w Id > R = 289.00 N E S T L = 230.22' - ,)= 04009'27 CH = N 48 050'42 E L = 20.97 ' 208.28 ' eHEE7 c CH = S 89° 15'51 E 2097 ' NOTICE: According to Colorado law you must commence any legal action , based upon any defect in this survey within six years after you first = 61 p �,M( !It l discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. J,%,eL 979 k II C"Y1JI Yf1y!