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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 5E TRACT C AUSTRIA HAUS Hougland & Associ �tes 5616 County Road 100 Carbondale , Colorado 81623 ( 970 ) 963- 2312 Plan analysis based on the 1991 Uniform Building Code Project Number : Vai117 . 97 Date : January 17 , 1998 Project Neme : Austria Haus B97 - 0331 Address : 242 East Meadow Drive Contractor : Shaw Construction Occupancy : R1 , B2 , B1 , A3 Architect : K Segerberg B- 1597 Construction : II - FR Engineer : P . D . Monroe 12082 Report By : Art Hougland NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599- 5622 Portions of the material contained in this program are reprodu�ed from the Uniform Building Code ( 1991 edition ) with permission of the International Conference of Building Officials . # SHEET IDENTIFTCATION CORRECTION REQUIRED 1 General Stamp/ Signatures : Sec . 302 . ( b ) - Grading & Drainage Plan , East Meadow Drive Plan and Profile , Master Utility Plan and the Detail Sheet suhmitted for review have not been stamped by High Country Engineering , Inc . On the revised construction documents submitted to Hougland & Associates on 12 / 30 / 97 , no sheets are stamped and signed . Flease provide stamped signed plans to the Vail Building Department . Page # 2 Required corrections for : Project Id : Austria Haus B97 - 0331 Address : 242 East Meedow Drive # SHEET IDENTIFICATION CORRECTION REQUIRED ---------- 2 A5 . 0 Attic access : Provide an attic access ( 22X30 min ) to each attic area . - - Sec . 3205 . ( a ) . See previous comment . These missing details may indicate attic access . 3 A8 . 1 Escape or Rescue Windows : Sec . 1204 . The window schedule or revised plans ( 12 / 30 / 97 ) do not indicate that all sleeping rooms below the fourth story have windows complying with this Section . Please verify compliance with this Section . 4 Elect . Smoke and Fire Detection : Sec . 1210 . ( a ) 4 . Some of the symbols on the legend do not match symbols found on the plan . The Town Fire Marshal will review the plans for the fire detection and alarm system and require corrections as needed . 5 Posting Occupant Load : Sec . 3302 . ( c ) . Please indicate that a11 areas with an occupant load of over 50 persons will be posted as required by this Section . 6 A2 . 1 Lounge Exiting : Provide 2 exits from the Lounge area , Occupant load is over 50 persons and door swing as indicated does not comply with Section 3304 ( b ) . Also refer to Table 33 -A & Sec . 3303 . ( a ) Page # 3 Required corrections for : Project Id : Austria Haus B97 - 0331 Address : 242 East Meadow Drive # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------- 7 A2 . 1 Lounge Exiting : Note : Manually operated edge or surface-mounted flush bolts are prohibited . - - Sec . 3304 . ( c ) . Along with correction of direction of door swing , please verify compliance with this section . 8 A2 . 1 Lounge Exiting : The doors from this area are required to swinq in the direction of exit travel . - - Sec . 3304 . ( b ) . Also see previous correction comments . 9 A2 . 1 Exiting Door Swing : The doors from this area are required to swing in the direction of exit travel . - - Sec . 3304 . ( b ) . The lobl�y area is an exit corridor from the lounge and the door swing is incorrect as indicated . Corridor in this configuration is a dead end corridor exceedinq 20 feet . Sec . 3305 ( e ) . 10 Stair # 2 Door from lobby : Sec . 3309 ( c ) - A door into the exit enclosure ( stair # 2 ) from the lobby is indicated on the plan . Please verify with the Vail Building Official that this stair will be permitted . Page # 4 Required corrections for : Project Id : Austria Haus B97 - 0331 Address : 242 East Meadow Drive # SHEET IDENTIPICATION CORRECTION REQUIRED ------------------------- 11 A7 . 0 Roof Access : At least one stairway is required to extend to the roof . - - Sec . 330b . ( n ) . Neither of the stairways extend to the roof . Roof access appears to be provided from the fourth story corridor in the area of grid lines D arid 5 . Please provide access as required or an alternative plan acceptable to the Town Fire Marshal . 12 A2 . 1 Accessible Toilets : At least one toilet for each sex is required to comply with the accessibility requirements . - - ANSI A117 . 1 . Please verify that the mens and womens restrooms are accessible . A1so verify that the fixture count complies with requirements of the 1994 Uniform Plumbing Code . 13 A2 . 2 >2 4 Evacuation Assistance : Sec . 3104 . My interpretation of this Section is that an area for evacuation assistance is required . It appears that the areas adjacent to stair 2 are intended to be evacuation assistance areas , however , the areas appear tc encroach on the required exit width as required by Section 3104 ( b ) 2 . Please contact the Town of Vail Building Official for interpretation . 14 A5 . 0 Corridor Construction : Sections on Sheet 5 . 0 do not indicate clearly the construction of thecorridor walls to the ceiling as required in Section 3305 ( g ) . ; � ro � � � t olata ; - --- - --- pro ,ject t � am � i � cl � x to olra �, ings - ; Bl11LDING CADE : UNIFORf l BUILDIN�s GOCE, 1991 EDITION / OUA�IER ARGHITEGT CONTRACTOR MEG1-IANICAL DESICsNBUILD ELEGTRICAL DESIGNBUILD FIRE DISTRICT: vAIL FIRE DEPARTMENT AUgTRIA HAUS PIERGE, SEGEI?SERG < A950C. 9HAW CONSTRUGTICNv ROBINSON MEGN. GO. B � B Elactfc, Inc. � � ` � ' � OGCUPANCY GROUPS: A3. BI, B2, RI DEvELOPMENT CsROUP ARCHITECTS, P.C. AIA 760 Norizor� Drive 5541 Gentral Avm 28I8 V: North Avdnue 1( � THORNBURCaH DEVELOPMENT GO. �� -� � Z� 5t G_ � Grand JunGtion, Go. 815fD6 Boulder, GO 8030� Czrand Junctlon, Go. 81501 GONSTRUGTION TYPE: TYPE II, ONE -NOUR 18 llkialehip Plaza Denver Co. 80202 9'10 - 2�2 - 9236 303 - 443 -:505 91(IJ-242 -245� CI CsR4DINCs < DRAINACsE PLAN I FDUR STORIES OVER PARKINCs CsARAGE San Franc�eco, Ga. 94111 303 -623 - 3355 8'Im -241 -5618 r fax ) 303 - 4d3-550� CfaxJ 9'10-241 -868'1 ( Fax ? BUILDING FULLY SPRINKLED 415- 291 - 994� 3(p3 - 623 - 2262 lFaxJ Merco Ca kslll G18rk Atkineon G EAST MEAL�OW DRIVE PLAN t PI?OFILE d15- 29I - 9623 ( Pax ) BJ Daive y p REQUIRED 3EPAI2ATIONB: A3 TO BI = 2 NOUR Ger Sterr 12ay Dodd Terry Flam �ng C3 MA57ER UtILITY PLAN , I A3 TO B2 = N Marc Thornburgh MIM,a Foetsr Dan Laroy 'i C4 DE7AIL S�IEHT I i B2 TO BI = I HOUR i � BI TO A3 = i NouR StRUGTURAL ENGINE�R GIVIL ENGINEER FIRE PROTEGTION PLUMBINCs DESICsN/BUILD I � RI TO 6I = 2 NOUR HICsH GOUNTRT ENGINEERINCs A l�}�G� I �� C I U��L ' RI TO B2 = I NOUR Lender Gonsultant MONROE -NEUIELL ENGfNEERB LL - STATE, Flrs Protectlori Ina Total Plumbing I FA.S. Goneult8nt Inc. P.O. Box 159'1 923 Gooper Avenue 6045 E. l6th. Avenue '92 4�01 North Golorado 61vd. PIRE PROTEGTION NOTES: 82fD0 INlfd tlleet, Suite 320 Avon. CO 816Z0 Csl�wood Sprl�ge, Go. 816m1 Gommerce Clty, CC 80022 Denver, GO 80216 �, � 5en ,Cvitonio, Tx. �8230 9l(D-949-��68 9�0 - 945 - 8616 303-288-39�1 3D3 - 393 -'1211 I ►�� - - I I. TYPICAL FIRE RATINGS 210- 344-8881 9'10- 949- 1954 lfaxJ 9�rd - 945 - 2555 lFax ) , 303 -288- i936 lfax ? 303 - 393 -��82 rfaxl GOtiSTRUCTiON GOGUMEtirt : � ��U �iihcoior doe8 657 �� Peter Monroe Ph( I Harria (970) 478 - 4t33 e ) FLOOR/GEILINCs ASSEMBLIES Chrie Gibler Roger Reyf�eld A0Z CAYER SHEET I (9'�0) 4�t at�n[t F � HIII Wurzbach Kelth Oxenreider AI.� SITE PLAN ( ) LEVEL I - U.L. D858, 2 HOUR RATING I fU LENELS 2 THRU 4 - UL. • D858, I NOUR R.4TING AI.I SGNEMATIG LANDSCAPE PLAN � � b ) ROOFiGEILING A5SE1`18LIES I Denver i�±',cc U SLOPED ROOFS WITH STEEL f'UF� IN STRUGTURE - U.L. "P519, I HOUR R.4TING A2.m CsARAGE LEYEL PLAN t617 Nazee :1 c' 2 II II ) SLOPED ROOFS WITN STUD/JOIST STRUGTURE - U.L. �P512, I HOUR RATINCs A2 .1 1 ST LEVEL FLOOR PLAN , �an(303j 23�s355L�y � (3031 829-2262 F � I1I ) FLAT ROOF U11T+� ADHERRED EPDM ROOFINCs - U.L. � D858 A? . 2 NC LE'v'EL FLOOR PLAN i '� SIMILAR, � NOUR RATING A2 .3 3 RC LEvEL FLOOR PLAN � ____ ___ __ __ _ _ iv) �LAT ROOFS IUITH BALLASTED EPDM ROOFtNCs - U1. ' P801, I HOUR RATINCs A2 .4 4 TH LEVEL PLOOR PLAN c ) STAIR '2 AND ELEvATOR SHAFT WALLS - 2 HOUR 5EE DRAWING.4 A%.� ROO� PLAN ! FOR CON9TRUGTION A4p) NORTH t SOUTH ELEYATIONS d ? GORRIDOR, DEi`t151NG, .4ND STAIR �I WALLS - I NOUR, 5EE A4.1 EAST, U1EST i PARTIAL ELEvAT ! ONS I A5.P� BUILDINCs 9EGTIONS � i DRAUJINCsS FOR GONSTRLICTION A5.I BUILDIN� SECTIONS e) ExTER�OR IUALLB - I NOUR �I � F� GOLUrtNS A6 .1 U1ALL SECTIONS �i I ) TTPIGAL GOLUMN PRO?EGTIDN - GYP3LLM BOARD A6 .4 UJ,4LL SECTIONB WRAP PER U$.G TABLE 43A, I7EM i - '1.Is 1 HOUR ii ) COLUT'IN3 IN GAR.QrsE ( TO 4' ABOYE FLOOR) - CONCRETE ENCASEMENT PER U$.G. TABLE 43A, ITEM I - 1,4t I NOUR �4� .0> STAIR PLANS, SECTIONS IIU TNREE "LALLY " GOLUMNS ON LEVEL ONE, GRID Fb - Ul. 'XI06 . MIN. I NOUR A� .I ELE '✓ATOR PLANS, SEC7 �ON9 I I g ) WALLS WITNIN UNITS - NO R4TINCs REQUIRED, NON -GOI"iBUSTISLE GONSTRUC710N AB.ID DOOR SGNEDULE, TYPES i2 . IN ADDITION TO ITEM I. ABOVE , INDIVIDUAL PROTEGTIOIV IS REQUIRED FOR ANY A8.1 UJINDOIU SGHEDULE, ELEVATIONS I � STRUCTURAL FR<1ME MEi-iSERS EXTENDING OUT3IDE OF TNE �P512 RGOF CEILING a�: 0 CzARAGE LEVEL REFLEGTED GEILINCs PLAN I i A85E1"iBLIES. TNIS f'ROTEGTION 3HALL BE A GYPSUM BOARD WRAP OF i HOUR RATINCs AI: .I FIRST LEVEL REFLEGTED GEfLINCs PLAN � PER Cs7P5UM A550CIATION DESICsN �BMI13l AND SHALL EXTEND FULL LENGTN OF TNE EXPOSED AI22 SECOND LEVEL R�FLEGTED GEILING PLAN �n PORTION OF TI-IE MEi`iBER. V L !1 3. ALL G0�21DOR WALLS AND UNIT DEMt81t�lG UJALLS SHALL TERP'iINATE AT THE �NDER5IDE OF AI2 .3 tl-IIRC LEVEL RE�LEGTED GEILINCs PLAN I ' METAL DECK OF FLOOR/CEIUNCs A83EMBL �EB. PROVIGE SLIP JOINT AS S�IOLLN IN DETAIL R12. � 0 N S T R U C T I 0 N D � C U M E N T S AI2 .4 FOURTH LEVEL REFLECTEC GEILINCs PLAN I � � � i 4. DEI"fI51NG UJL�LLS BETWEEN 11NIT8 AND ONE U1ALL OF TNE GORRIDOR 3HALL EXTEND FROM � ^ �' i ?NE TOPMOST UNlTS UP TO THE GEIL �NG OF THE ROOF/CEILINCs A33EMB�Y �{ DETAIL BOOK I � �-. ( OR TNE MET,4L DECK AT GENTER FLAT ROOF ). REFER TO SHEE7 Al2 .4. `-' ( ALL ARCNITEGtURAL DETAILS REFEREN �E ON � �, 5. TNE BATN ANL7 KITGNEN EXNAUST SYSTEM 13 CREATED BY A SERIES OF GONTINUOUSLY DR.4U11NCsS IN CETAIL SOOKJ I G �� EXHALL5TED, i HOUR RATED SNAFTS. THESE SNAFTS ARE BUILT OF A GAVITY SNAFTWALL I � SY37EM AND SNALL BE GONSTRUGTEG STRIGTLY PER MANUFAGTURERS STAND.4RDS TO Q C � MEET 1 HOUR R.QTINGS FOR BOTH TNE VERTIGAL AND HORIZONT,4L PORTIONS OF TNE ' � W �- SHAFTS. SEE DETAIL �13. �i � C i6. REFER TO TNE BUILDIN�s SEGTIONS FOR AREAS REQUIRING SPEGIAL GONDITIONS TO I S��1rIC �U � V"t � � � MAINTAIFI R.QtINGS. � � !- � �. PL�ASE NOTE THAT SPRAT FH?EPRDOFING IS NOT SHOUIN CsRAPHIGALLY IN MANY DR.4WINGS SI�' CsENERAL NOTES ANp FDUNDATION GE �AI �S I r _ �.% ;- � SI,I FOUNDATION DETAILS ; F�� , '" i FOR GLARITY ONLY. REGARGLE55 OF THIS, SPRAY FIREPROOFINCs IS REQUIRED AS L � NOTED ABOVE. �n 512 FOUNDATION DE7AILS '-'- � S2.m FOUNDATION PLAN i �/ ` - • � %� S2 .1 FIRbT LEvEL �RAMINCs PLAN � r`' I I l I ` 522 SEGGND LEVEL FRAMING PLAN n ' S23 7NIRD LEvEL FRAMIN�s PLAN � - - - - -- - - - d b b r e �✓ � a t. � Ci' �l �J -- �_, S2 4 FOURTH LE VEL FRAM ING PLAN � 52� ROG�F �R,4MINCs PLAN I � rev eeoK eor. eonah oP wrnm+� orie ca�R F,ee F.�c.ve a�n r�me e�ocic �nv L/WAtOR1' KTa Nor *o ec.a�e arr ou.wrirr snac �a�e U�L. WPOR'I EuILDMC. GODE 53. 1 STEEL STAND ,4RDS < SGNEDULES i dFF. AEO�B FMIbiED ROOR DA.Q EOT70M OF LTEEL OR COr�Ctl DP D.M4'Ii00FNG sD. �� ERICK GLU-L1M GLIE-LAFIMATED TR'eER Lu 1.lF7 HdND NO- N1�OER Q.t. QLL�Jtl�Y TIL! SRC 6PEGIFlGA�iON [E1 4ML. WIFOR� hECMAN�CdL GODE � ��°T �� rop+* �� W�+ �� 53 ... STEEL STANDARDS e SG4-iEGULES ML AlGVE BUBPErDFD Or 9Lt�D DL CRe.D LOAD RG. F4C! CF Gd lrlil+b DAR LJaR IRfT HNO I�vtRE! � i C811MG �OLA DOTTCM OF WALL DFA DlDli� �OL. FM'.f Ct CG7VdiE�E OR GRADl. 6RADM6 L LENG'RI I Af.0 4GCES6 DTL. dt1Tl8�i TNllil'IAl WR DEM DlMOl.lBH. DCMOI.RILN • FOI F4GE Gf RM�6M OFRC. GL.1EC f�DlR 11lN1010ED LN LKaMTLLE1CMT 9Q EOIJAIQ UDli WL.ELE O��ENWBE NOtED nr rc.cax ram. eRZ e�+ze v'*r �e,+au+t+�a-c F�f1. RACE OR MAMa!¢Y � � eF. euw,ae roo� reee., uic., u�+.0 84.1 FLOOR FR,QMINCs DETAILS AC ACOUBTiGhL OlD6 EUILL'PG G DEPTw. DElP R�B. RWr'JE /3 DTUDe ��TE LWC LKN+T4EIGFIT CdJC1�E MT Rl.EiBET. REDATE �I AC.T. 6C.pUbtl(� TILE pLJt dIILT �P �lPOiWp DRD. DEEKJJ IEVI@W �OUi� PAB fApiBJ FYb7EJlR OL ON GENTlR (b) BTb 6TACKED ST1D9 um �e,,,,fy tsmr �m+en�ag � �N� +eno weoiue 8B. BTAMLHE9BTEE� 34: FLDOR FRAMINCs CETAILS ACR dGRt"LIC PLfbTK DTL DLT41L FND. FFMC�II�E KN+CM DI8PEN9rR �� LMEAL RET la RAILIEDAD t� !TR'�R� I ADD ADDE��IDUH DIAG D1AGG7Jl�i �NR RT1R/Mg NAFKIN FECEPfAGLE OJE�. 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VM7L FAOI2IC ; . ai,e a��c,ai a�ari+uTe oF u.� cawrtw ee oa�wer�our rvc �ne � oe. ye cneMer cor,o�,iarmn r�a+ r�c.:.w�c.0 PD PANiG �OR �w �*ua+ nn� v.. vmn rwe MI.I SCNEDULES Hp. 1EAVY Cl1Tl' P.ID. P 11ZR TOLLEI D16rB�MER IEv REvFRBE. IQV161GN �K�D TACKDOARD vLl.C. vINTL WALI GO�ER1Ki � aacw*ecre cen cere.mT ew� ow+e� Pr •i� Nr �eir.n nc r�nicn�euenaT PTR r,ar�eraue� �errae �u+ R�r,�.- w.nw T� *e��n+ae v�. v-.,oM- , � � M1.2 DETAILS A19.G AFERICAN M9rITlIT! OF C CtNTME�ER (S� �R�� C�MK+E �OARD FRT. FlFE-I�p19TdJ7 7AEA7ED MED MEDM1 N TELE ✓i61P1 � CitCL CGNETR1C71GN GMt. CERN'nC f'1�l.GIC I'ILE DT DROM TILE FR1. FHE�IETAImM(f ML. F�OLLQU C-01�6 p� �R PAR PdRALLEI ROL! R�CMT OF WGT TeFT TB'�°EIQD. TCFTCROTIIIQ - ouw �ea.�R fix FlMU�e 'u" "OU'O1i "E''°` rs re��w.ve �m P°R"c� �'� R R�°�t Tc Ta� corrn M2 .1 CsARAGE LEvEL HYAG PLAN ANAJ. �1i'E1�1Cahl N.07I01ddL Sr,.y.IpAl�E Gr. Cg�� 71L� , RJDTIME CNAM CN.JFpJ! �� '�'�' R6 R/1lMW FI(OR) f10RIKMT4L 1'fTL �'RTAL PnV PARTITION RL ROLF OR4W TZ TER2di20 WBCf LLl4M6G0T . _ - . AB.TM. NRR�G.6N �OCIETY POR TECtWi CHR GMCM/J'� lPM.A?!D! Dl. D101�KNG TOWTaM FLx �FX�64E M/R PETdL � - F10AE BIE PVf'R PAV�!!'�N7 H. � �1K TWGK �'�ESbi LLW W4LL NII�Ys '� � � .AND MA?HRIALB cxe c�iec�e �w. ar�o wai� w.R r�ooR � �i wuN. �+o. w.or�rs �arErz rtRD r'ET4L RC�Of DECKMG reo weoEe-a� � �►+� -ae n�es�.� uine wai�w.wete I"f2 .< FIRST LE ✓EL HYAG F'LAN �ev151oI1s . ADA. ��CM18 WITN DI6l�DIL1T1� CIIC GRGJ'rN!lNCE RLO. 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I 11 j � � r- - ,-- � 23 r �� .a9 �� _.:- -'"`,00_ . � a�• � 8 f ' �� ,, � / _ 69 k 1 � � � I \ �M �y / /%l�f�°• �R �>, r �ro�` ,' � ' ,. �� ' � /�1� � ,r/11.a4 . . . � ��f" � � /�� 69.7' �O ;; , . `i` 2 � � 70AP� '_ .. � . � � �\ �/ � � � ; 1 �,. . . / � �� . . �� y �, � � � � �✓f �� 1 �� 1 � � ; , �� i � � �' r� �� sas • , . r �7 Cv ' ` ,,�, : ` � \ ' I I � '� INVERT TRENCH DRAIN = 65.� � o� ,�J ' 69. �� i i� � �� 1 , 5X �. � � a1r cr,.� :g �6 p I .: .�. , � ��\ 5L�6PE-9RENCfl� dI�NN AT 1x I � _ . �. : � I Z5 � !_I ,_ �� 10 =s, 6aoW \ ' � �� .. �. `. { . . � � ' p NVERT iRENCH DRAIN = 64. 33 1 y1 .79 � B92 i j , ��i + � - ,\ \ � \ � � � � � 6b I �b. ,, � . , � sfl a8; . -�b� I � �� ebr,� � � ' ,�0,, � � ! 1 AUSTRIA HAUS � � p �- �', \ I GPo(� �E ELEV = 65.0 I � � SLdPE TRENCH DRAIN AT 19' �� ' y.17 . �n '} � � � � � ; � � , � � 6 19 . � , 0 ' �'� t 1 � � � � . ' . , 66.69 �.S� �f�. �.' , ' �� . p 65. E � I � 3�St�6•,q � 03 � ' � r�°�� j . + _ 1, : � NTRYE ' _ , . � � ' �A7E E�EV. = 65. 0 � � 6904 � / I �� ti � . �, ��. . � II� 1RENCH INLET ELEV. = 64. 16 �m�1 - .. . L �. - . ' , y� � - - � . �' � °� E _ _ 8` OUTLET ELEV. � 63. 33 � "�� \ 10� / � � _ _ ____ . � tre � � , . . - - - - . . ��y 6p57+ , °--'- ""1 ap SMAPf & LOWER B0170M Of TRENCHES. GROiJT � , .. . . `�o- . 1 .� . . " - - . 0 ' �q� NEW 8' OUTLET PIPE �NTO TRENCH INVERTS. i � � � �� ,�j � �u� � _ / � �`' � , �� 5 ' 9� ," � �,.. �'� � � 0 � _ ' � 7 � 69J' B 1 � ,s � . � 18 LF. 8" ADS N- 72 O i .Ox H + � ' . � � � � �� w i � \ ' �� _ _ . - - ; INVERT TRENCH �RAIN = 65.16 � r \ � - - - � � I . . I� �r�45 � ' P� -- �f 8 37 �INVEfiT TRENCH pRAiN = 65.33 �' INSTALL 8" 45' �� - - - � 74.0 � � � . � � . -_�-� �.��` � � BENO & CLEANOUT � � 70. 5 _ - �. 20 LF 8' SDR35 PVC • . 7L , � 7 = � . 2Q 2.� � � I ' 68A2 � � \� 1 ,27� 6� 3' � fI II 74A I ` \'� � 7� I � I - - - --- - - �4i). 740 1� - - - (- - - - - - 'J ` �' , 9 L.F. 8" SDR35 PVC O 2.OR 7 j � ; ; -- - - - '1 - - - �� '.q `` ' ' g% � -- _ _ _ _ - iT � 73.0 - - - � � p'L Q1 1 o aa �_ �- WLE? El. 62.47 I� - - ' - - - -_ � . - - - - - - - - - _ - '_ _-n'�� " \" - 730 �` � 73.0 � � � ' � � � � ro� �D�6�� ' \ \ ,' ` _ - - . - - -_ . � ,. _ - � � , �i ..• " � � II � 4 � I � � FOUNDAiION OUTLINE. TYP. - 5z�o _ _ " ' . f ��! ��\ \ � - - _ .. . _ . �,�_ _ . , , .�. 8 � . �_ : . . \ 1. � , ll - - _ �� PERIMETER DRAIN AROUND FWNDATION TVP. � . �. aes� 2 � f --- - - -�. _ . . - �� - - - _ _ _ _ _ _ � -- _ � _ _ _- - _ � _ _ _ _ � \ + ea �� . � 11 x 4 SAND Qc OIL �NTERCEarOR. 5EE DETn�L ' `- - - - - - - _ - - � - -- IN �- ll r67.01 � - - -- - - -- - - - -� - - - - VERT EL 58A ` TW71 . 5 C' L _ - - - - - ^� -- - TW77 6 �, I . � _ '� .. 32 '. F 10" ADS N12 DRAW Q 3, 7 � BW70 ^ � � BW70 1 I i � • OUILET EL. 62.3,01 r__� �--� � - - - - - - - -� - - - � - - - - � i 1 � - - -- - - � , _�- - - - e� oo» _ _ � �� . 2 , _ \ � \ � � � - 1 - _ _ � . � - - _ �� , � , _ _ - --- � - -- - , � ' as.sy�, � . _ 6 . 712- 1 BW65 TW64 � � x� \ � � \ . TW65 T'N64.5 . TW64 64 - _ _ . . . . � , . 8 6 TW68 �5 . _ \�n� , �t �8 63 8 __ � _._.. 8w62 - - - - B ,_ BYN62 ^ / O �f� � _ _ - - / i 6 7 �5 ��-J rwso FATriTTU BETDETERM NEDR N H E BW66 � .� _ _ . TW60 .. . - _ _ � . - ` `-- - ii ( �37 L.F g" ADS N - 12 O 2 076 � �60 � ` �� --� \ j FIELD 1MTH T�WN Of VAIL PERSONNEL `�,,. , _ ,_ .__ _ ._ �i � , � INVERT OUT = 61 . 56 _ - - - �"` - - � ` - � � ^ ' RIPRAP AROUNC OUTLET � \ � � �/ \ - ' WITH 12�M9MINA�I��1CK � � Tr �_ -� ! " / ' 8�" INVERT EL 57.0 �� ' \ W56 -� RiPRAP AROUND OUTLET � �W6j � �� J � ,� V \ _ _� �-� - � . • . �. ` 7 VNTr1 12" NOMiNAI ROCK - _ . ,\��/ "� . / . \ `�. _� . .. _� �r- ` . .. �� . . � � _� --- � `- `` \ � / _ . . . �= � �" � � � � ./ - ` _ � , _ - -- `f _ �NO GORE � � ,, � � EOGE �?F CREE � -'- - EXISTING CONTOUR � � E�K � ' �1- PROPOSED CONTpUR \ � / � � PROPOSED PAVERS WITH SNOWMELT �POQ- 'rEAR � / / \ � PROPOSED HANDICAP RWTE \ � �" � .�,,�� R4. F'LOOD PLAW / � - - - - - - - - PROPOSED SWALE � � �` ° KEYNOTES PROPOSE� BOULDER WALL �� 1 INSTALL NEW 2 FT. STANDARD C11R8 & GUTTER. 13. THE LEVEL OF THE FlLL IN THE PLANTER AREA TO BE DEPRESSED BELGW R1880N +� e EXiSTING ELEVATION CURB & ORAlNAGE ALLOWED TO DRAIN TOWAR� STREET. O 2 SAWCUT EXISTING ASPHALT, MATCH TO LIP OF CROSS PAN. PRUVI�E 4 FT. CONGRETE ¢ KEYNOTE � CROSS PAN ACROSS DRIVEWAY ENTRANCE. PROVIDE CRACK SEA� AT SAWCUL 14. MATCH TO PLUMBING PLAN. 3. CONCRETE DELINEATOR STRIP 1S. POSSIBLE PAVERS BY THE TOWN OF VAIL. HP HIGH POINi GB GRA6E BREAK 4. IN5TALL B" RIBBON CURB AROUND PLANTERS. GRADE TOWARD PLANIERS. 16. EXISTING STORM GRATE. 3 �0/30/97 _ n'��. %�:�: ��_ �< � � � � V. REMOVE INLET. GROUT END OF EXISTING CULVER7. TC 70P OF CURB ELEVAiION , • � ,- - 2 10: 27j97 ARCr11TEi.i . CUpeMENi> i 'r4N 5 INSTALL CONCREIE STEPS, 15" TREADS, 6" RISER. BW BOTTOM Of WALI ELEVA110N 1 �0/t6/s7 iOWN nF Va�L CC�MMENiS PAH 8, REPLACE EXISTING STORM SEWER VAULT WITF1 NEW INLET. SEE ELEVA110N � B `�AWCUT EXISTING CONCRETE dc I�ATCH EXISTING PA�fMENT �RADE. 5EE GENERAL 8C UTILITY NC% T!� S ON SHF_ ET C3 . INFORMATION ON SHEET C2. 19. GRADE NEW PAVERS AWAY FROM ROADWAY, DRAtNAGE ALLOWED TO PASS THROUGH T�M TOP OF WALL ELEVATION NO. UATE REV� SIGN $Y 7 INSTALL 80ULDER LANDSCAPE WALLS, TYP. OPEN AIR BUS STOP STFUCTURE. �,+ DIRECTION OF FLOW ,� �\�` ' -�, � r c :: E SEGERBERG ARCHIT� i- i5 � 20. LIMIT OF NEW PAVERS. MATCH TO EXt5T1NG WALKWAY. _ _ _ _ _ _ __ _ _ ��Y VAIL , COLORADO 8. PROPOSED BUI�DMG OUTi.INE. - - - �- - - -- - - EXISTING CURB dc GU �iFR. �/ �� --\ _� 9. Mn7CH EX. PAVER PATTERN & PATCN BETWEEN EX. PAVERS & NEW INfRA57RUCTURE 2� , PROVIDE G" NOMINAL 51ZE RIPRAP FROM LOW POINT TO EXISTING ROCK CHANNEL - - EXISTING PROPERTY LINE � AUS1T-ilA HAUS 22 NEW PLANTER LOCA710N - - PROPOSED PROPERTY UNE - -�_- t0 USE CAUTION ADJACENT TO EX. UGHTPOST. �� . 23. PROPOSED HANDiCA? RQVTE TO HAVE NO GREATER THAN A 27C CROSS SLOPE. T�� GRADING and 17�t�� i�;� �;_:� `r'��;P� 71 _ INSTALL 12° RIBBON CURB, SIOPE AT 2R TOWARD DRIVEWAY. 24. END THE POSStBLE NEW PAVERS ITY TOWN OF VAIL AT EXISTING COIORED CONCf2ETE. FK�� OO��TRY ENC�HEERINQ NC, 12. INSTALL NEW 1 FT. STANDARD CURB & GUTTER. g� C�A A�� 25 AT- GRADE P�ANTER. C3L.B�VVOOD SPR14C3.9, CA B18O1 DES. � � � (970) s45-s676 � 97072.Oi I �� (. < I \GR - �1 DR . � AH L � TE 1U ; q3jii : - - -- -� - . . - - - '10 � � rf�', APHIC � CALE ,� �, _ >a ,� ( IN FEET ) \J 1 inch = 10 tt � �77.31 ' a . � STA. t + DO. MAT 0 E%ISTING CURB 76'd & GUTiER & SITION INTO NEW 3 � PT. CONCR CROSS PAN bry ; m SAWCUT EXISTING ASPHALT � MATCH . o'�^�' TO �IP pF NEW CROSS PAN. �5.9' =4: ^ ' �78.78 . 7� n„� Jb Y ? L . 76.&S \ G � OC'41'45" � 7879 R e 30�8 74.1' � ' ; *7° 21 SAWCUT EXISTiNQ A ALT � MATCH ? ,`\ '�` N � R TO LtP OF NEW CROS. PAN. POSSIBLE NEW 6" CONCRETE o,�^, ��s.ao � STRIP BY TONM OF VAIL � - - � p *. 76. 2 �, .� 71{' .. � * - POSSBLE NEW PAVER LOCATION � � � . � BY TOWN OF VAIL. �3,p� � + � � 'y1 ' ♦ - + 71.4' � n.7 - . . �6' '� � .�`r . 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' � � a � m PVI STA = 1 + 50 _ . . _ . . . .. . . . . . . . _ . . . _ . . _ . _ . . _ . _ . _ _ . . . . . ._ . . . . 8185 � � �� PVI ELEV + 8175.98 d �.i ,S > r� . . 20.00' VC � Z 1- W N N W � w ^ � �n �i PVl STA = 2+ 34 ° � � d S m � n PN EIEV = 8173.63 ; 8180 + � � a . '- . � � W > � c�.� w . `� � � � - - � �- �� w 87 60 tnUZ m w > N ^ � n a . Z �� n � w m + � ° ' o `�iu; � < --_... _ - 1J09 � . . _ . _ . . . iif . . - � � co - - _ . . . . . . .. . . w +� ,� �o � - --- -�. l-EXISIING PROFlLE AT NEW FLOV✓LINE � V �j; „ - -��- � � - � - - - - - � � - � -'� �- � + a+ y_. ? �� .. �_ - - � m m > v � du ? o � J -_.._ . ___ -_ 81 ?5 . . . _. _. _ � _-� ._.�2_H09• W W N > F . . . . . __ - -- - � J w � � W � 8175 .. - -- --- - - - - -- -�� .. -- - . . _ . . _ . . � Z � z � in aF � x \- �'h �rFGSEC E � C!w�, �NE FkOF�LE - - - --- � _ . . . p3K wV+ � w �.^' � - -' -- - ^ . D,�16- - - - - zwx xSaa � - � . �._ __. ._ _ w z f- w w � ? 91 ?G � � - - � - � . � . - " �-- - - - � 8170 SCA�E: 1 " _ : U� NORiZpNTPL ;", - - - . - _ �,. a, es _ 1 ' = 5' VEFTICAL �, � � , _ _ _ , _ -- Bt65 !- F �,_ OWLINE ELEVATION EVERY 50 � r � �C M N N T • M ^ � r f� r ^ O a0 p ^� � � r 1 + nQ 2+00 ro 3+ �;0 4+00 EAST MEADOW DFiNE ROWLINE PROFILE THE CE :� �� ?f QPi� )F LPS ? M[ -[ ",�1� CiF' �'E '/AR:E `_ THI � F'R (�Fl�.t 15 �f.4�FD Oh `�1E . TpWN u;� :AiL il�� . . � :.LLIN�.. A PrJFI; ?i �-'Ii.N ri1T}. r, �� [�NS1AN ( '4. �: h ' JS`. SLOFf. LEGEND �/ � ExisnN > r �:n, 1��,_i� �---s_� � - - - PROPOSED CON70UF ' --- � PROPOSEO PAVERS W1TH SNOWMELI � PROPOSFD HANDICAF R4UTE - - - - - - - PROPOSED SWA�E � -�Y�� PROPOSFU BOULDER WALL _�' ✓ = 6 EXISTINC [' F . ^ c _�n o ��E A N� HIGH PnINT � . GRADE L-'REPr; - -- . � . . . . _ SEE GENE� AL & UT� I_� i Y NUTES ON SHEET C3 . Jf CURB EIEVATION 1 �0/27,/8� ARCHIiECTS COMMENTS P.4H �; .v L;� : " .7M OF WALL ELEVATION - N0. DATE REVI �ION gY �w roP oF wALL ELEVATtON '�--� PIERCE SE��ERRERG ARCHiTECTS -> DiRECTtot� Of FLOw �T� � JAIL: COLOR�� p �asnNC cuRe a� currER ^t3"^�R�s ` AUSlAIA HAUS - ._ ._ ._ . .- -- FXI `�T!N:; �'ROPFRT�' UNf - I � � - -- - , ,t` �- `: > : �� :; , , ` ,�J = �-^ EAST MEADOW DRIVE PLAN end PROFILE HQH COUNTAY ENQtt�EE�JQ, NC. 923 COOPER AVENUE CILENWOOp 3PFiNpg, Cp g1g(� D[S. PAH CK FILE N �:�. �HEE ' _ (97o) sa5-86�s OR . PAH c �TE , oio� is� 97072.01 ! : � �: C2 % � � � GRAPHIC SCAL� \� - _ \ �c o a � o m .a � \ - - - � ( !N FEF.T ) LuCaTE EXiSTWG t2` WnTER MAIN. PROVIDE NEW 1 �nch = 1G ft.. 12" x 8' TEE WITH THRUST RESTRAINT AND PROVIDE . NEW 8'" WA7ER SERVICE. . -` � _ � �- � �' G � �� . �-�-__-. � .� . - - � � . . I �� ' . q � � - � . . '�� __ ',^ w �, - _ �_ C _ - . \ . , � � - � f �- G ___ G ' - G ' C �IW EXISTING PROPOSED � ,�, _'�_ti_,��` , . _ ' -�,� 2+ EAST A�W f1[�fn� c c a- GAS LWE 6-G-G- 00 -w w w- 1,� � . � . . �_ .' ;� -- -,, � � �� LO�;�ATE EXIS➢Nl FIRE HYDRANT - vr,,YC . WATER UNE - � �` ' ' � � ' - ��'-'�-�----.T' T�� ' " ` oERVICE �NSTALL 2 45' BENDS WITH \ { �� e .E -" ^�-..,_ � - �"-`� � � � � , THRUS7 RESTRAINT AND RELOCATE RaISE ExISTiNG MANHOLE RIM FROM 71 . 1 TO 73.37. � - T T T - TELEPHONE LINE -T T T- ��- � EX. MV = St , 7, pDD NEW 6" SERVICE THROUGH -E E E ELECTRIC UNE -E--E--E �`- �- . Y"`;--�.� _ �- ° . �4'T..�� w FIRE HYDRANT TO LANDSGAPE AREA, � -�--�� F T - `_-�'- 'w w i0210.6� E s�eY.53 c, SIDEWALL Of EXISTING MANHOIE, INV EL. 5891 �4'"`'--� ' � � � � � � - ' ' GROUT�X. SERVICE LOCA.710N. 1 ---... ES �"._""�;;�,-�. � , w w w - c C .. CABLE TV LINE � �� 1 � � � w r- w RELOCATED TRANSi'ORMER ^ ;��` . . � . . �� "'- %fi- . . � ' E� �� "'�=_ . � � 3+00 `- w ss .�5 ss SANITARY SEWER -55 SS 55 I � � 1 sS � f" E ----�--.._..� E �'- T �� qy, TELEPHONE & CAN 'TC TC TC { --'-''�- 5; Q� j r c �_ E - r �---�_ T .. � SEWER MANHOIE � , � ^� � � { � G � ' � c _ �� . . . - _ '�� T . - - .� � - � _ � � REMOVE EXISTING STORM MANHOLE. w �, l�i . . � . . •_::� �. . . � I � - _/'� � �, . .. � �_ . �� c -'�---�_ . . ` � . / .. . � � . CONSiRUCT NEW STORM INLET. GRATE WATER VALVE pQ �� - � E T � EL = 70. 16, INVERT IN = 65.56, INVERT � ' _ I '�� •�� , � . #'�� „ � �� / . . . . 56 . - . , E .,��4_ t E. . . . �i"'"'� T �� . T . , - \ _. . f OUT a 65. 51t , SUMP EL. = 64. 51 sy� FlRE HYDRANT � � _ ( c ---„_„_,�,� - ,--�-'''.'--�- o -,n "':---�.;�_ i \ Y '� * � ^ � ' � �~`"--=-_ _��- �` ELEC. VAULT TO BE BROUGNT � LfGHT POST G 11 � 17 Lf. 8" SGR35 GVC Ss ` TO NEW GRADE. �, �� , � SEWER SERUtCE � 2 �X - - � � . � . � - � . � . . EQ ELECTR�C MANHOLE 1 � � � �. . � . � � USE S1'AWLESS STE£L S7RACS. ----�- � . � . � ""�---,�.�� . J " ;� �,i es --._>>_ � "-�"�_' c '------- E _"�.-�--;__ PAVERS NnTH SNOWMEIT '�� I � � � . � . ., � s ..___ - - - - - � - -�- , _ . . . . . . . � . . S5 � ; . . . . � . . . . . . � � � I '' /,�° ' ^ - - - -- �- 1 _ Ss :��y = _ _ _ _ _ _ _ = CURB & GUTTER �, ' � L --- -- sc ! ' -- - - ' ��I �� - � � . - -- - � -- �- -`- � - - -� �- _T � - .. . � . � .. . . � . - - - PROPERTY LINE - - i' ,� - . I � . - - . _ � ' '�`"-�" � . � _ ; � t ss `- 1 " �� - � -- - . _ � � .. - REMGVE EXISTING FI EL_ . - - -- - . . . -" - - - � - ` ` . � � � . � � . � � �"-"`�-- ,� � - . . . � PERIMETER DRAIN l�._ HYDRANT AND VAL -- � � � � . . � , . ' � � . . . � . . �"'� SY �� - - -- - -.. �� 3 G �� I i ___ _ __- ___ � __, _ ._ ,4 ; � `' � ' � `_ � STORM SEWER INIET � � � . . ' � '� � , t . - - � � 1 • �. � . . � . . `� � � ��\ i � �, -- I I �/ r �EXISTyNC WATER SERVICE EXTEND NfW GAS SERVICE FROM / I � I TO BE REMOVED EXIS"fING SERVICE. iERMIN4TE CONNECT Tii SEWER SERVICE FROM PERIMETER DRAiN AROUND J --�� -�, i � � � � - il SERVICE TO EXISTINC BUILDING G!�T pf' BUIL.DING. INV. EL = 59 ?5 fpUNDATION. TYP � ' � ' � � � .!�`j� GENERA L a n d N O T E S i i � ' � AT NEW CONNECTION '� � � . ' � � � . � i ' � ' � j' n o, � � / �� 1 . EXISTING CONDIDONS PRO�IDED FROM THE 'TOPOGRAPHIC MAP OF AUSTRIA � �� ! . � ; � � � � ,�'� . - _. ' � �,�� ,� � H0.U5' BY PEAK LAND SURVEYING, JOB N0. 89 DAiED 8/5/97 . � � NEW 8" WATER SERNCE LOCATE 8° VALVE � i � 2. 100 YEAR FLOOD PLAIN LOCATION FROM ABOVE MAP & PREPARED FROIA � � � AT NEW RIGli? OF WAY LOI;ATION . MATCH � � 1 �� INFORMATION PREPARED BY HYDRO- TRIAD L1D. DATED MAY, 1975. � � � . E � � GAS METER pp�C �EOHANI�CAL 'DRIASMNCS�Y AS SHONM REIACATE EXISTING TELEPHONE PEDESTAL � �� J %ll 3. THF LOCA71pN5 OF KNOWN UNOERGROUND UTILIT�ES HAVE BEEN PLOTTEU BASED UN � ' � I I 6c SPUCE BOX Tp NEW HAND HOLE. � �� , , II i . � � . � � /y/� UTILITY MAPS. CONSTRUCTION/DESIGN PLANS. OTHER INFURMATION PROVIDED BY C�� UTIUTY COMPANIES, AND ACTUAI FlELD LOCATIONS IN $OME INSTANCES. THESE E " SCHEDULE 40 PVC SI.EEVE O 30� BELOW FINISH GRADE UTILITIES, AS SHOMTI, MAY NOT REPRESENT ACTUA� FIELD CUNDIT70NS. IT IS THE APPROXIMATE LOCATION � 'I - ��` FOR NEW GA� SERVICE. install PULL L�NE IN SLEEVE. � � � � OF EX ELECTRiCAL ! I � �\ _ _ . - i PSCO WILL PROV�DE EIECTRONIC �OCATING DEVICES TO 8E � RESPONSIBIUTY OP THE CONTRACTOR TO CONTACT ALL UTILITY COA�PANIES FOR FIELD �PUCE VAULT � � � - . _ _ , _ INSTALLED AT THE ENDS OF THE CONDUIT. � , �. , . - � . . LOCATIONS OF UTIUTIES PRIOR TO CQNSTRUCiION AND TO VERIFY IOCAT10N AND EXI.,TING TELEPHONE PEDES'fAL, & ELECTRIC � �- � l - - � DEPTN BEPORE WORK BEGINS. THE CONTRACTOR iS RESFONSIBLE FOR THE PROTECTIpN TRANSFORMfR TO BE RELOCATED. ELEC1RtC I �� I VAUL� Ti'� 5E BROUGHT TO NEW GRAL`E. I ' ' - = � � � �`�\ OF ALL UTILITIES DURING CONSTRUC110N. AUS 1 fIIA HAUS � 4. ALL. EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, RUADWAY AND , I �"" �, DRAINAGE FAGLITIES SHALL MEE7 OSHA REOUIREMENTS. '�, j � s: ` I TELCPH�?NE & CABLE TELEVISION � ' - � � - . 5. ALL CONSIRUC110N TO BE IN CONFORMANCE WITH THE LOCAL GOVERNING ENTITY� S i < <^ SERVI�. E �!v CuNDUiT UNDER S�AB \ \ - RULES AND REGULATIONS. � � � � � . I � � � � 6 COMPACTION OF ROADWAY MUST BE ATTAINED AND COMPACTION TEST RESULTS I '' � � - -- j SUBMITTED TO TOWN QF VAIL AND iHE ENGINEER PRIOR TO ACCEPTANCE. 95% � '' . � � ' ' ' . - � � . � � STPNDARG PROCTOR IS REOUIRED FOR ALL ROAD CONSTRUCTION, PAVERS AND TRENCii � � � BACKFILL uNOER THE ROADWAYS, UNLESS OTHERWi.�,E NOTEO �` . . . -- - � � -- - TC T�. 7 , . F� . � - __ - - _ - - T� T� _ T� TC , - - � ' . ALL UT1L�T1E5, BOTH UNDERGROUND OR OVERHEAD, SHAI� BE MAINTAINED IN ---- - • - - TERMINATE TELEPHONE & CA7V T� TC T� rGN itNU0U5 SERVICE THROUGHOUT THE ENT1kE CONSiRUCT�ON PERIOD, EXCEPT AS � �\ ��^ � - � �SERVICE W ELECTRICAL ROOM T� TC T� � � � NvTED IN THE SPECIAI_ CONDITIONS. THE CONTRACTGR SHALL 5E RESPONSIBLE AND � �-� T�, T� �fC T� �- ' � � LIASLE FOk ANY OAMAGES T0, OR INTERRUPTION OF, SERVICES CAUSED 6Y 1}iE � � E � ��' - !:ON S TRU C TION. ��_ � NEW ELECTRIC TRANSfORMER LOCP.TION 8. THE CLINT.ACTOR SHALL CONTAIN HIS CQNSTRUCTION OPERA710NS TO THE AREA � �� WITHIN 111E SIREET RIGHT-OF- WAY AND THE AUSTRIA NAUS SIlE, THE CONTRACTOR \ � \ SHALL NOT OPERATE OUTSIDE THIS AREA N�THOUT THE PRIOR CONSENT OF 7tiE �� , o � : - � � � FRGPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY B1' THE CONTRACTOR i j OU7SIDE 1HESE IiM�TS WITHOUT THE PERMISSION OF TtiE PRIVAiE PROPERIY ON1vER i V NALL BE THE RESPONSI8ILITY OF THE CONTRACTOR. 'F 1 r � � 9. ENSURE DkAINAGE AWAY FRGM ALL STRUCTURES IN ALL DIRECTIONS. � -- - - - - - � � 3.5' _ - - - - - ,I ' \\ \ 10. IT IS THE RESPONSIBILITY DF THE CONIRACTOR TO ALLOW MOVEMENT TO ALL MIN. - � !' \ EXISTING ACCESSES DURING CON$1RUCTION . I � 1I O - � -� 11 . IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO AVOID POTENTIAL P011UT10N � FROM CONSTRUCT70N EQUfPMENT AND 1HE STORAGE Of ON- SITE MAiERIALS. - - - I � -- -- -- � -- -- - - . � _ ____ -. -- -- - - � - \ 72. SOILS iHAT ARE TRACKEO OFF THE SITE ARE TO BE CLEAN UP PROPOSED SAND & OIL iNTERCEPTOR -_ _ �- - EO ON A REGULAR _ __ _ - - - -- - - TIE PERtMETER DRAIN INTO PERIMETER ORAIN AROUND i SCHEDULE. O �- -- -- - - - - 10" DRAIN UNE FOUNDATION, TvP 13. WATER DISTRiBUTtON AN� SANITARY SEWER CONSTRUCTION SNALL BE IN ACCORDANCE 1NTH EAGLE RIVER WATER & SANITATION pISTRICT'S RULES AND REGULAl10N5. I . I 14. TTiE CON7'RAC?OR SHALI AT ALL T1MES KEEP TWO FULL SETS OF CONTRACT DRAWINGS . . MARKED UP TO INDICATE ALL AS-BU1LT C,ONGinONS, TNF ORAWINGS SMA�L BE � � I � FROVIDE� TO THE ONMER ANU THE ENGINEER UPON COMPLETION OF THE WORK � WHERE PRACIICA�, THE CONTRACTGR IS TG PROVIDE AT LEA57 TWO 71ES FROM � � - � - - - - � � � - . _ . _ �� PHYSICAi MONUMENTS TO A�L FITTiNGS, VALVES. MANHOLES, AND THE END OF ALL \ _ r SERVICE LWES � 15. ALL MATERIALS AND WORKMANSMIP SHALL BE SUBJECT TO INSPEC'f10N BY THE � ' DISTRICT AND ITS REPRESENTATIVF_S. THE DISTRICT RESERVES iHE RI,HT TU aCCEPT \ 10" DRAIN LINE, SEE SHEET C1 OR REJECT ANY MA7ERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE • �� APPROVED DRAWINGS AND SPECIFICATIONS \ / 17. CONTRACTOR TO NOTIFY WATER USERS 24 HpURS IN ADVANCE OF ANY WATER SHUT � � _ - �- DOWN. MORE NOTICE MAY BE REQUIREO FOR AAAJOR CONNEGTIONS, SEE SPECIAL � CONDI t10N 5. -f 18. AlL UTIUTY TRENCHES SHALL BE COMPACTED TO 95'i STANDARD PROCTGR AND \� COMPACTION 7EST RESULTS SUBMIT7ED TO TME TGVM OF VAIL AN� THE ENGWEER PRIOR \� �! � TO ACCEPTANCE. , �� 19. 1FIE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE iNVERTS AT TIE - W / POINTS PRIOR TO CONSTRUCTION . / \ � � / 20. MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO iHE PAVEMENT. ' " \ ' PRECAST ADJUSTINC RMGS SMALL BE USED TO AOJUST RIM ELEVATIONS TO FiNAL ' CRAUE THE MAXIMUM ACCEPTANCE VERIIGAL ADJUST/AENT IS 12 MCHES. 21 . AlL CONDUIT, PUIL BOXES, VAULTS, APPURlENANCES AND TRENCHtNC FOR iHE SHAILOW Ui1L111E5 SHALL CONFORM TO EACH SPECiF�IC UT�UTY' S kULES AND REGULAitONS. ?HE CONTRACTOR WILL COORDINAiE THE SNPLLOW UTiI_ITY INSTALLATION WI7N: GAS: PU6LIC SERVICE OF COLORADO. GARY HALL ( 970) 262- 407U ELECTRIC: HOLY CROSS ELECIRIC ASSOC.. TED HUSKEY (970) 949- 5892 TELEPHONE: US WEST, CARSON BEIL (97Q) 244- 491b CABLE TELEVISION� TCI CABLE TV, FLOYD SALIZAk 970} 949- 5530 °.TREFT UGHTS TOWN OF VAIL, LEO VAS�UEZ (970� 4?0- 217t �/ ;I �ii A ��d I'�p; -�. _ I � �tW . k . . _ . � 4 I �' V >>Ci �- °` �Ln �1 . t_ F_I_i. : �kA�l�htiHMfF' i i ' hh�l 3 10/27/97 ARCHITECTS COMMfNTS PAH 2 t0/� 6/97 AGDED OIL/SAND SEPARATOR, ROOF DRAWS PAH i 10/14 /97 WA7ER SERVICE, MISC SHAILOW U11L5 P4H NO DATC REVISl �N gy "� PIERCE SE3ERBERG ARCHITECTS ie�� \ VAiL � �OLORADO '�'"'�Y AUSTRIA HAUS - -- �� a ��.�� - _ � � . . _ MASTER lfT1LRY PLAN Ha�+ ca�rr�r ��wa, wc. 923 COOPER AVEM1E --- -T (�LEWWppp �FiMVC3�g, �;p g{gp� DE �, . P41; j K . FILE N0. SHEET _ \U11L �9�� -��g DR FAH i �� aTE io /o3 !9 � 97072.01 or �i3 . . . � . . i . _ _-� , 1: �- � � . . . .- _ � � , _ . -'r' . FOUIt � N0. d EDOXY CAATEp REBAR FlA6FD t8' INTO CONCkf7E w/ Etros BENt so oECa¢5 �s 5nown FOR SKIWAY APPLICATIONS WHERE MANHOLE ANU RINGS ARE USED TO COVER CLEANOUT. 3M LOCATMG DISK SHALL AL50 BE INSTALLED 1 � 7U 2' BELUW MANHOLE WARP wARP TO CURB 80X 24" TRANSTION �v�oE �•o a unoH�Tr+u�TEO B MATCN CURB AREA /.BO`�E VIRE M1'pRANi- BOND BIlEAKER 4 MLL 7' UN06STRUCTED AREA ON SIDES ��TM�� RING AND COVER AND 10� VNOFSS7RUCTEU AREA iw �n� ��y BACK Of 80X FACE FROr�T r� HroaµT � BACK OF CURB BENiND. GRADE SLOPE$ AS � W-17 FOft 921NC CURB -1 NECf,ESSARY TO PRONDE f UNGBS7RUCTED AREA. I VERTIGAL THRLST BLOGK - SECTION � n� P a 1 0 ovcrurmc Nur To n� ror a n�e v�� A � Q � INSUTAi[D �0 WUGE COPPER TRACE NiRE A N �DVER IS p1EA1EF MAN 9`, AN D(1ENSION STEM ' " et a • • ` a SIiALL BE WD IN ME WA7ER �NE DITCH, T� T�AV�.Lm WAY �D �� NqL BE REQUNtEp %�N /HE ppptAllNG NUT C '.URFApNG WTSIOE THE MAIN UNE VALVE g � < �o a a `^ 8iJ%ES AN� NEXT TO ALL fIRE HYDRANT$ //�// � � �� • v � • � � CAD-WELpS SH.41 8E MfLDED AT ALL ' �j �� / NEENAH R- 3067-V • WATERLINE JOINiti AND F11TNG5 APD PRO- BREAKABLE FLMIGE / �/ / % ' /j�� / � �y e n SMALLnTEST+rpNPU�TIVIN OFCTXE PN+E AND SURABO�K GRWNC .// `// � � �� , . / K� `Gf�� ♦ ' ^ . t / ��YNUNUU BF.AqMG /�j WWMJN BEARINC \i�\/�\ \ � j'- i. � � � � � ��/�� yK g��c llp FRAME AND GRATE a e a TItACER WRE � - " ' _ . .. • . a �/ SUf�nCE /JtE'A - / �� / SUR��LE AREA - y� � . �a o � A i � /5 0 �i (f O R 2 0 0 P S I 5 p R (FOR 200 P9 '-- y,yy�� - - '-_. BACKFILL. AROUND FIRE /- p1TFRNAL PIPE PRESSURE) INTERNAI P�E PRESSURE) ,. � HYORANT ANO VAI.K I ' ; . • i . / i^ a �j N e , ' BON WITl1 COMPACTED q�� i'- . � �. ) . . . a ~ e aAn � � � � � " e. a N � " � �' ,�Ai,�� . T. � `.� :��:'- a o � }/4' ROpD BASE TO I �+ BOND BREAKER � MI,L�� UNa57UR8E0 � � / , - GRWND SURFACE �r¢ninE� � / � �� jI ! �' Y %[[ CONSTRUCTION I vusnc (rvp) i �TM j�'� ' /i � !//; , a � . "� M'RAP 10 GAUGE �NSUU�o _ JOIN7 REO'D. T � BAd(FlLL t ca+v�cr COPPER �xac ovEq vµv[ BozES . AT EACN END a TO SPECIFICATIONS PRONDE SLACN pl NIRE uwasniReco GUTTER FLOW I e,wnr � UP OF c;UT1ER UP OF GUTTER UNE I ex+c ia c�uce iNwuho 6ENDS - PL.AN QEAD END - PLAN 8 coraER unr� ro sua�ce ` P� �� X MIWNUM COVER, AT A�y FIRE M'NRAN � �� SEE SPEpFlCADONS D MRM ARWND RANGE WA7ER A1AIN VALVE � / � / / A'REAU4 SQ P�OR 200 P51 COMPAC7ED 3/t' SCREENED ROCN . '_ .�- PNOCTOP BO��CE 0 SUpPORT� HroR�,T I CONNEC ON MUS7 OCCUR � ,/ ;!� / �N�� P�� YALOE BOM P L A N R 0 LL C U R B P L A N LINE .r- _ __ I . �' ___ . - _ .o _ _ �. j/j %jj �� I � L=4 .. iRANSITION � e o � l �i �� , 1 �� y � . MATCM CURB BOX l i'� dt ii eoio�� i� / \/�\ v�uvic ea eonn, AT TOP OF CURB . , -- = � � cOr+cREiE � - �✓\ . �� c ADJUSTABLE - " � . . o e n o iHRUST /� j • . . ,;�.ry�4M BEARMIC Z 3 '• �,/�� . /r/ / . . _ . . o ° � BLOCK /j � A . AC� AREA ' O.D GNE � � �/•.� . , , i� � BELL 119E PW6. �� \��`\� CURB BOX � . 0;8 ' ° o oe • • / , 50 R (FUk 200 PSI �// / � �. MMERE REWIRED /� i � � � ��' � __. �-- - �z'-o- a , ° //� �INIERNK PIPE PRESSURE) � � , „ ' , i _ - --- -- - >%��/ . /_'�'��'" va� ry � a I o o n DO NOT BLOCK FlRE 1� / � � /� n_ i . � . . - COPPER WIFE OlA7FA %//� � . `.� �J � G R O U T - CONCRETE MYDRAIVT DRA1N WIT1 UNDISTURBE6 . OUWG UNOISil/RBFD \ ' � � � WNCRETF TIIRUST BEb01N6. 'SEE a BIOCK BASE OR BLOCK �.� M TERIAL EMM f- FLOM' fOLLOW WA7ER MAIN /� � �%� r I � ( t;; , �. . B�o,-,c SPEdFlCATONS BASE IEE - PLAN TYPICAL CROSS SECTION �� ;� - , �. , '�/�( �,j� , � ` ' � �+' ��- n+R� �oo. B�oac --- s-a' -- � MINIMUM BEARING SURFACE (SF) MINIMUM BEARING SURFACE ' �!� � Z p4 � vAI.VES FOR FIRE HVDRANIS SNALI, HYDRANT DRAIN PI7. � SF� . ' � . . ��\/�/�� \ \�/.\/\� \, \ �� Y � _ er RODDEC BA�K ro n+e w��e i�i 2� WASHED ROCK FOR 200 PSI AND LESS FOR 250 PSI AND LESS ^ �j�� ;��j�/��j/��j��,�i� 6'o.c u��N FlRE HYOFANTS SHI1.L BE s� e�os �� Nps - -� � ----- - - N4 O � z BACKFILL nROUND � � RODDED BACK 70 THE BLOCK VALYE pF p�pE T� � 7EE OR 2 X 4 uEC�-�uc R[srnuN?s Mnv eE useo �+ -�/ z2_i/ as� eoo � E � P�� ii_�� ZZ_i�2 �So yp� oe,� cr, � °'�' �' ` STRUCTURE TO RE ` KEY �� N HAND TAMPEU IN wirH n�kusr a�oacs. 6� UFTS 6' 1.3 7.5 5.0 9.0 B.� 6' 1.8 ].i 8.4 i �.a 8.0 PLAN FOR 9ff W'rE N11N a5 QBOW w « < 8' 1.6 3.7 6.4 11.4 &0 (ALL BELl FlT71NG5) �� K [ � � � � 8•. 8' 1J s.5 5.0 9.0 6.4 y�r�� ay�T � ; � o. C. x 20.. t0' 1.9 3.8 7.a 13,7 9.7 10' 2.� 4.7 9.25 17. 1 12.0 _ � LUNC: 12� 2J 5.4 10.5 19.7 1 ]7 12� 3.4 6.7 1J1 Y�.2 17.1 ,.�'� ��:;� �,�r io= ; z :; za:a ;;e �a io• so ;;9 so �: e :� a .��r� �„�� a,�, GATE VALVE & BOX ASSEMBLY � , . . - FIRE HYDRANT ASSEMBLY "°'� .,� �,.,�, ,�,�, SEWER CLEAN OUT �` �� '.� 12 ,�° 3 �3 � '. 12" SUMP SlnaE To ;,, uaF nnu M�me Nm ae�ors 5i 29 f96, 12/20/9fi � vn 'l � � y �"f , L . � ,� • � � �� ` ` t. FOR 200 PSI INTQtNAL PItESyIJRE. iNC1AJ01NG W�7ER M�1WER .naa.m M JN ^ i � v e0 � a a � 2. NEGA�UG RESiRNM75 MAY BE US[� IN Cp11,1U11CTON WIFI 1HRU5T �t� �� r3 o�TG 12�0 S ;4� ` / � �r is o.,�. , z ;�3 '9 � B�«�s �„� �,� AFPROVAL FROIA THE qS1RICT C0N C R E TE TH R U S T B LO C K S .�9� 5,29;96,, 2;Zo�96 . � , ; ;��, . � p(MSWl� S �29�96 S. MINIMUM ARE� REWIRED MILL BE iHAT Oi AN 8-INCH MAIN � - y 8" ¢0° $" OUTLET PIPL �� .srno�co: NVN 8. 30�. 6., �� 4. M1 iNRUST 9�OCK5 SHALL BE FOR4E0. 1ME MUMMUM SCNE. IJTS OaIE 12 O,} <J SB� � iHMXNESS FORY MAlEMl1L 51/ALL 8E 3/8� PlYW000 � � 3 S. BfAWNG AREA BASED ON 4pL BEARING ■c�aas 5;'79 �96 , � 2 .� 2:� '9�i . .i DOUBLE - 70Q" antswr+� a iaoo ro/.r - �' "MP°"m: �`� `'�� TRIPLE - 744" �PE � SECTION A - A SECTION B - B rav�r+n�c N8E 4 1 /Y' 12' WHERE ADJACENT TO DRIVING SURFACE. 8" WHERE ADJACENT TO PEDE5TRIAN SECTION CURB 80X TOP CORNERS OF � �- INTERSECTIDN FRAME TO BE SET OF FINISHED asPCRSe uace rsocxs �N nus zor� � vRONDED R'�(5 Oo NDT x�IEqRRE wti�+ ` i " BELOW NORMAL � B�C1cFlLL CpAPAC710N REWIREMEN75 \ PROPOSED ASPHALT BWlAERS QtEA7ER n�u+ tE' TO BE FEMO�EO �URFACE GRADES rnau e�cKn�� aro qsvos[D or evf 5�7[. GRADE AND PAVING AT CENTER CF SLOPED TO FRAME SUMP iNLET � 'w aoac �u.or�c� cee�rca nrµ e• �-1 NUMBER 5 REBAR CONTINUOUS - ASPHALT GROUT �- � < �1 T t2 pt�� P0.n NEIYE - ° SEE SPEGFlCATONS FOR P� ' > � ;o PAVER TYPE ANO COLOR • \ '` � ��; -�-- ca.w�cnon rsepuir�a�Enis I p PER TONM OF VAIL SPECIFICATIONS • L- + vaaes �cH e�cxFlLL _ ��• PAVERS, FlNISN ,RADE OF PAVER � � VAIL BLEND. ROADWAY 80 MM THICK, TO BE FLUSH WITH TOP OF CuRB � � SIDEWALK 60 MM THICK . � OR RIBBON CURB tY �\ ��\�C � ;. �� , '"� � i . t . L w�x N.l.oNk� - - - - - - � �'� �- - �\- � - - -� / L BASE COVRSE CONTINUED . \ ,�\� i SLOPE � OR�E�UALAIL � 8" 23" 8, STRIP ALL TOPSOIL, SCARIFY AND RECOMPAGT CUT 2" FROM _�� ENOS OF TWO � caEa�r' TMu� e' \'�� ! ��4 z� FROM STREET, 6" MINIMUM � 3'-3" LONG 2 3/8" NEENAH R- 306, - �' i ��ow SUBGRADE A MINIMUM OF 8' DEPTH TO 957. GcJ � 4 � � . INLET FRAME � �2 $TANDARD PRUCTpR VNE SUBCRME. STABYJZATION �\.� ` ' _ _ �' MAIERIAL IF REqINRED . �`i;� � � �"� �� CONCRETE RIBBON CURB ° `' ° CENTER OF DOUBLE INLET VALLEY INLET TRENCH ZONES � � N. T. S. SAND BED � , , - � � ' �� : / � �, � , VARIES ;��-. � iREHa 6�UCru. -.` , �. � - - - � `� _ _ �. T _ CLASS 6 AGGREGAIE BASE COURSE io ° - o 0 oc[xase c�rs� To vre�war v[r,crn�noe TO BE VERIFIED BY SOiLS ENGINEER PRIOR TO CONSTRUCTION. . �.. c o � p RE � / � o . },� q � OF 7E NRM WITH CRAVEL. ROCKS. ETC. cc�racrEn 3/a• � PAVER $EC710N: SCREENED FpG( J06-- � - -� I �., ° A) PEDESTRIAN AREAS & EAST MEADOW DRIVE PEDE57RIAN WA�KWAY: I - CONCRETE FOUNDA710N WALL Bmowc W /--- CAOT CLASS B CONCRETE 4"z8' HERRMGBONE PAT1EkN x 80mm THICK ON 1 - 1 /2" SAND BED ON 4" � iI �� „ �� I zdiE FIELD INSTAL�ATION - POLYETHYLENE NRAP C�ASS 6 PGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR, 1 WNERE SPEGFlCALL7 REOWRED FOR SpL AVPt1CAl10N5, PEF FJ�GLE VALLEY WATER dSTRIGT. 'IO: � SLOPE � � I sTCV i - aucc iue¢. a ra�cn�,s� u�� a, v,ae waoa To �o�a�NC ir n�ro ouce H WITIi SN O W M E L T P I P I N G I N S A N D B E D (w H E R E O C C U R S). � rND15NRPED %� I � � S7EP 2 - PULL Tlk 1UBE OKR 7HE IFl/G711 OF TME pIPE T�PC 1118[ TO PIPE �T JpNT F01fl � MIN. 6 " 5i�� p , "' 'i �1r MA1EItlAL ARp11N0 T1E AOJ/�GfJtT $WCOT END ANO NRM MI7M TMF TO NOLO TNE B) DRIVINC AREAS: / 1„i O ' �.`� � � PLAS7IC TUBE N1 PIACE . . ,� STEP 3 - OVERLM FiRST TI%E 'M7M ADJACENI T�B[ AN� SECURE 1Ni11 P�ASTIC �DHESIVE TAPE /� / � /�'� i� 60mm KEYSTONE (UNI -DEGOR) ON 1 " SAND BED ON 4" CONCRETE SlAB NATH � �. ii� o.c , TME �'�TM''�+E nee w��r�u. covEmtic n�E wn[ sHN.� ac �oos[ EXCf$$ NATEPoAL -T SNCYvMELT PIPING, ON 4" CLA55 6 AGGREGATE BASE COURSE COMPnCTFD TO I , . SN�LL BE MEARY DRANN tR ARq/NU TIiE PIPE BARREI, FOIDED ON 70P OF PIVE NID TAPEp c�ve suecaaoE ' / _�. e� .,.. h 6� ! ^' MiN n� PucE. ` , 959 STANDARD PROCTOR. . � TRIP AL� TOPSqL, SCARIFY 4ND RECOMPACT PIPE BEDDING 20NE URGRACE A MiNIMUM OF 8" DEPI}i TO 95X 6� CLASS 6 AGGRECATE BASE COURSE PAVERS SECTION I ODIFIED PROCTOR COMPACTED ?0 957. MOOIFIED PROCTOR I CLAVEY BACKFILL N. T.S. SEE S�JIIS REPORT M7DTH HEIGHT FOR BACKFILL �FA4lE RIYER k�iFJ! 40 swt.na� aciucT 3 FT. 1 . 5" iu �y E„� a� +�� ,� � FT 2 �- RECOMMENDATiUNS '1 s�wTwnp� a�necr ,� S E WE R P I P E B E D D I N G P 0 L YE TH YLE N E WR A P CONCRETE SFiALL BE CDOH CLASS BZ REINFORCED WITH FIBROUS MIRADRAIN QR EGUN -� sc„a �� TS o�� , � ;CS ,�y , CONCRETE REINfORCING AT THE RATE OF t . 5 LB/CY WnTERPR60FiNG OR - HELcIw GRADE WAL:.. DAMPPROOFING PER rtENSi(�NS � � � , Lf) �=ji.. SCME M � S o•rz: 12 /03 %9:i ARChiITECIURAL PLANS "'�K° � ,'---- --' � 5%2y '9E �� - , o CROSS PAN DETAIL ° � M vN N. T S. ///�� PRpVIDE POSITIVE SLIP JOINT BETWEEN - --- ------- - -- --- - - -- - ----_- a / SLAB AND WALI PER SOiLS ENC,�NEERS / RECOMMENDATIONS m � i._�. MIkAFI 140N OR EQUIV.- � �� 0°E"� NOTES: AMCOR PRE- CAST OR EQUIVELENT F�OOR SLAB 1 CONCRETE: 28 DAY COMPRESSIVE S7RENGTH fc = 4500 pai � - - 2. DESiCNED POR naSH70 e+5- 20 LOAGING �paT gpTM ypES 3. �ESIGNED 4CCORONJG TO AS71d C857 - 87 AND A5�1 C658-P3 4. FILL ■/ CLEAN WA7ER PRIOR TO START-UP OF SYSTEM 2' W10E �REE 5. CONiRACTOR TO SUPPLY k INSTALL ALL PIPING & SAMPLWG �EES DRAINING GRAVEL - � 2' VFlIT HOLE IN UD 6. GRAY WATEP. ONLY, BLACK WATER SHALl BE GARRIED BY _ . A - } �. � SEPARATE SIDE SEWER 1 /2"R �,_ o. � arc�c�sr aao�+ � ? � Y SHELf 6 AS DESiGNn D ON PLAN � ' � '��k �.n57 PI�E c�r; S�� HCn;; �-cGTiN� 4" 4 'yq�, 4 1 /2" 7 1/2`R � � 4" PERF. RIGID PVC PiPE(SDR 35) PLAN VIEW ��T ;EE SOILS REPORT FOR DRAINAGE 21' RiNC 3 COVER BOlH SIOES 7 4"R LOCNMG. AIR d GA5 71�/T ME AVALA6LE p � kECOMMENDATIONS �� i rm�c�� : ruces � � �z,R �;� �o,usT To oR� � E� e�en.o FOR CURB CUT 6 SLOPE t " PER FO�T I i M�N 'j /� NOiES: �_ �' ' / 72" MIN � / � 1 ) CONCRETE SHALL BE C007 CLASS BZ (REINFORCED NATH FIBROUS a � Q Q 6 �� CONCRETE REINFORCING AT niE RaiE OF t5 LB / C.r ) � ^ ' o •� • o, � - • � 7RENCN GRATE 1VITH FRAME `a . � ' a CONCRETE PAVERS ON SAND 2) BASE CWRSE COA�PACTION TG BE 95X OPIIMUM DENSI7Y iN I a 6 a BED (SEE PAVER DETAIL) IN r � p. ( rpLORED ) C. ONCRETE TkENCH ACCORGANCE WITH AASHTO DESIGNA710N T180. ! � � caoREO coNCRErE sue wini BASEMENT AND RETAINING 1NALL DRA . N DETAIL INLET ¢ . e�s2� _ - - OUTLET E� et62..w �NOWMEIT P�PING 7) SUBGRADE COMPAC110N TO BE 95X OPTIMUM DENSITV tN -' � L2u2 STEEL � N T �� , e• ' y � ACCORDANCE WIM AASHTO DESIGNATION T780. � � s J EXf •;NSION JOINT 4� JOINTS SHALL BE CUT AT MAXIMUM OF 10' INTERVALS ANp SHALL • + 3'-0' � i I 8E 1 /8" NADE -� \� � - � -- - - . ., -- - - -- - -- - -- - - - - a wn1ER OEPtH Q. r - r -r-- -I -1 -�- '.' - . � �\j\/ \//��///\//�� - -- - - I 5) 1 FT CUR9 k GUT7ER NALL BE AS SH04VN EXCEPT WITH A t F00T GUTTER. . \ 2 10/27/97 ADDED DETAILS PAH �.-T. . �'- . a ` I '� � +'-�o' � e �` • , . . VARIES .^ � - - . .. • D � _p• �e � � � 6° CAOF CLASS B BASE COURSE fMIN 1 10/14/9% MODIFIED GETAILS PAH I � e 8 ,� � ) � N0. OATE REVISION BY . p , � . _ � , . , o e , COMPACTED SUBGRADE "�- � F'IERCE SEGERBERG ARLHITECTS GqqJT ALL ARpUNO ��T ' 6 �- �-� 6" . '"" ' VAI�, COLORADO aoTM �ES 6' ; � i � .� � STANDARD CURB & GUTTER ; {r � - � � AUSTRIA HAUS • 6' CLASS 6 AGGREGAtE BASE COURSE - a �o+cni t 3 m COMPACTED T4 957. STaNDARD PROCTOk . N . T. S. � �.--- - -� SECTION VIEW aA -- - `NOwMElT PIPING - - _ J� �_ DETAIL SHEET i - -� �._ SAND & OIL INTERCEPTOR DETAIL TRENCH DRAIN DETAIL Hori c(�oqIt��/r''�r/��rr/� e[��p {�pa��q Nc_ Mi.S. Y1A I OW V\✓\lrCfl A�GtR�C � q.�{�yyppp �g, Cp g�g(n DES. PAH CK . FI�E N0. SHFET DETt �9�� g OR. EPT DATE 10/03/97 �17O7Z.O1 OF C4 � �� F. :.'1�_:2C `S, . .-._ 'F -: I � _a. -� y . . . . _ . ' . . . � �J_�_ . . .-. � . � _ . . , . ' � .. 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'_ e . �. . � f . ::-,... .I ',i , ' �e � .� w-'�� . tif � p`. 1 _ io `. . ��4 - . � :v... ' , _ , �. i -.-il. .� ':�L-yi�'�+. , � r. . r . q . .G. �a`-.: . '.1 �. �.1 � -S_. � FP C , .. a . ' 1�.� . . . a - � ) '�' d . ,.+.' - . � - . " .. � > . .�s� � _ • . . •� r . �. . ' � � ' ' � t _ a ' =_?C . � .. . •..1 _ • 4 .� � 'l' r . . _ . . . i �' . � IYLM1 - � . . . -':�.� . . �� . . _ . . . " � � ` � � � � . . . ' � � � . . . ' '. . . I . . . ' . i .3 ) . ' �� i . . ' �` � Ar�/ ".i � ' �'. -. . . IJ •..�' . . . � 1! . I �� uvo�� B6 G CERAMIC T1LE BASE Wt4 2 IAYER OF 5 8 IYPE "lC GYP BD ON 3 5 8� STUDS WITH T SOUND C4 2' i! � ^ c � '�Ijc , P �eI�Ce I / t' ACOUSTICAL TILE CEILING CN SWPEN:IUN .:'!STEN. R? ,D�L OVEN � %Z� DRWNAGE�"PRUTECTION BOARU UN WATEkPkOUF �"� / 87 6" iRAVERTINE TILE BASE. ATfENUATION 9ATfS (SEAL ENTIRE PERIIdCTER WITH ACOUSTICAL CAULKINC). C5 5/E" �rPE " �" CYP SOFFfT BD ON ;USPENSION $YSTEM PAINL MEMBRANE UN SLOPED, CONC FliLFD MTL OECK ON STRUi.7UP,AL STL Mt F�UG'a ihWN ix'[ TFU ' SQgerberR 8( ! Note . NI notes may not be on every sheet. B8 4' RUBBER BASE. W15 ShME AS W14 YATH G STUDS INSTEAD OF 3 5/8" STUDS. Q p C6 SAME A� CS WITH R-3C KRAf"f FACED BA1T INSUlATION. RS PRE-�!NISHED A(fl ON SEIf ADHEkWG WATERPROUF uEMBRANE UN ; /2' Al2 ROUGH �WN txa TP!!� ASSOCIatCS 89 NO BASE. W� g 1 LAYER 5/8" IYPE 'k" GYP BD ON 2 1/7 C-H STUDS WITH 1" GYP C7 1" X5 NDM TdcG, V-GROOV� CEDAR BQARDS ON 5/8" TYPE "7f' r,YP COX FIR� RETARDENT PLYWOOD Ohl 3 1 /Z� POLYISOCYANURATE M3 r�OUf•H SAWN 2a2 TR; a FL ORS : LINER PANEL ( 1 HOUR RATING). SOFffT BG Ok STL FRAMING. INSULhTIOG ON 5/8" nPE " X' SYP SHc"ATHING ON MTL DECK ON STL M4 ROUGH SAWN 2x4 T�I!n , ArChlteCtS ' f1 4" REINF CpNC SLAB ON 4' GRAVEL ON COMPACTED SUBGRA�E. (SEAL WALLS W17 2 LAYERS OF 5/8" TYPE ' X' GYP ON 2 1 /Y C-H S1UDS WfTH 1' GYP FRAMING (SCREW PtYW00U AND ALL CUNSIRUCT10y BELOW THIS INTO WHERE EXPOSED). lJNER PANEL (2 HOUR RAiING . CB SAME !u Ci WITH R-3E KRAFf fACED BATT INSUlAT�ON. � P.C.-A. I .A. I F2 TNINSET CERAAIIC TILE ON f1 . W1 3/4' EXT FlNISH AND INSULATION SYS (EIFS) ON 5/8' TYPE "X' GYP � MTL DECM. MS ROUGH $AWN 2x6 1hi11 i W18 1 LAYER OF 5/8" 7YPE ' %" GYP BD ON 7/8' FURRING CHANNELS. C9 5/8" 1•'PE ° X' GYP SOFFlT BD ON 7 Z CHANMELS AT 24' OC wITH 1 1 /Z" POLYISOCYANURATE INSUtAiION. PAJING : M6 RpUGN SAWN 2x8 TRII� ' �3 VINYL COAIPQSITION TILE OF Ft . SFffG ON 6' Sil1D5 WITH R- 19 UNFACED BATf MSUlATION AND VB. w� g t LqYER OF 5 8" TYPE 'X' GYP BD ON 1 5 8" STL STUDS. ARCHI7EC'TURE ' W2 1 1jY E1FS ON 5/8" IYPE 'X GYPSUM SHEATHING ON 6" SNOS � � Ct0 2 lAYcr�S OF 5/8' TYPE "X' GYP BOARD ON 2 1/Y C-H S1UDS P � CONC PAVERS GN 1" SAND 8@ ON 5 REINF CONC SLAB (WITH �' RC�UGN SAWN 2x10 TRIM PLANNING F4 5 1 /r (TOTAL THICKNESS) REINF CANC Flu ON MTL DECK ON Sn W20 1 LAYER Of 5/8� TYPE �X GYP BD ON 2 1 /Z' STl $iUD$. WITH 1' GYP �NER PANEL 1 HOUR HOP.IZONT4� RATING . SNOWMELT PIPING ON �RA�K4GE LAYER ON SELF-ADHERING t1EMBRANE �dF ROU6H SAWN 2x1 ? TM"ti� INTERIOR$ � FRAMING. (SEAL WHERE IXPOSED). WITH R- 19 UNFACED BATf INSULATION AND VAPOR BARRIER. � ) } FS CARPET ON PAD F4. W3 6" NOAI\ STONE VENEER ON BUILDING PAPER ON 5/8" TYPE "X' GYP W21 � ��R OF 5/A" IYPE 'X' GYP BD ON 3 5/8' STL SiUDS. � �t1 NO FiN!�HED CEWNG - OPEN TO STRUCTIJ�iE AEDVE. WATEP.PROOFING ON L'ONCF'tTE STkUCTURAf. SIAR M° PRE-FINISHED MtiAi_ ' ' '-":.� " i : +;i-. A , D!-'k!, ; . � F6 THINSEf CERAMIC TILE ON f4. SNTG ON 5 STUDS WITH R- 19 UNFACED BATT INSULATION AND VB. �Z � LAYER OF 5/8" TYPE `X' GYP BD ON 5 STL STUDS. ROOF : °= CGNC PAV[RS GN 1 1/Z' .iAND E�D (WITH SNOWMELT PIPING) ON M10 COPPEP. FIRSHING ('-,r' i'i:: H :± 4 _FD; W4 1' XG NOM TdcG V-GROOVE CEDAR SIDING OVER BUILDINC PAPER OVER W23 2 IAYERS OF 5 8' IYPE "X' GYP BD ON 6' STL STUDS W 3' SOUND CD�APAC7ED SUBGRADE. f7 THINSEf TRAVERIINE TIIE ON f4. � � �111 CLEFT iANDSTONE C�F ntain ORice 5/8' TYPE 'X' EXT, FlNISH OUT SIMILAR TO W3, �T� R1 CONC TILEi ON lx4 HOR BATTtNS ON 1x4 VERT BATTEN$ ON P3 INiERLOCKING i.ONC P.4VERS ON 7' $AND BED UN 4" REINFORCED �112 FLOWEP, 80X t !Ki0 Sa:r!. Fronppe Raad WeN i8 VINYL COAIPOSITION TILE ON F4. W24 SAME AS W22 W/ 3 SOUND BATT (SFJiL ENTIRE PEPoAIEfER WITH SEIF-ApHERING WATfRPR00F MEMBRANE ON 1/2' CDK FIP.E REfAROANT CONCREfF SLAB (WfTN SNOWMELT PIPIN,) OPI COMP,4CTECj SUBGRADE. q� � -, F��,�. r �,;rr�� r4i!.� _ n „ ;hrs��: +'ail, t.oloradoet657 F9 THINSEf TiLE ON TROWELED-ON MEMBRANE WATERPROOFlNG ON 'M5 3/4° EIFS ON REINF CMU OR CONC WAl.1. ACOUSTICAL CAULI(ING). FLr,YnpD QN 3 1/Y POLYISOCYANURATE INSUI�.TION �N 5/8' " � GYP p4 a' AEiNF COLORED CONC SlAB (wTH SNOwMEIT PIWNG) ON COAIPACTEi re1: 9�war6-aas3 SLOPEO GROUT FILL (MiNIMUM 1' SLOPE) ON F4. W6 1 1 /7 EIFS ON REINF CMU OR CONC WALL. SHTG ON M:L DECK ON STL FftAMING (SCREW Pl1M'OOD AND ALL SUBG�ADE- ��: v?tYa�b;btfe I W7 EFS ONLY (NO INSUUTION) ON REMF CMU OR CONC WN.1.. W25 1x6 NOM TkG, V-GROOVE CEDAR SIDING OYER 1x4 BLOCKING ON CONSTRUCTION BELOW THlS INTO MTL DECK). f10 THINSEf iRAVERTINE TILE (WITH HONED SURFACE) ON TROWEIID ON BUILDI� PAPER ON REINF CMU OR CONC, P5 THINSET RANDOM PATTERN SmNE PAyING ON 4" RE1NF CONC SlAB (W!TI . MB WP ON SLOPED GROIJ� FlLL (MIN t" SLOPE� f4. W8 8� REINF CONC MASONRY UNITS (P). W26 PROTE(;TION BOARD OVER SELF-ADHERING WATERPROOFING ON 5/E' COX �2 COPPCR ROOFlNG ON SELf ADHERING WATERPROOF MEMBRANE ON 5/8� SNOWMELi pIPING) ON COMPACTED iI16GRNGE. W9 8" CASE-IN-PIACE CONC WALL PLYWOOD ON STL STUDS AT 16" OC WITH R19 BATT INSULATION AND �E � �" GYP SHTG ON MTL DECK ON STL FRAMING. P6 4't SIOPED, REINF CGLORED CONC SlAB (WITH SNGWMELT PIPINC) ON `�A5 Lknver C�c�� ; � W10 6" NOM STONE VENEER ON REINF CA�U WALL. VApOR BARRIER. R3 SAME AS R1 EXCEPT WITHOUT THE 1 /?" FLYWOOD AND 3 1 /Z' DRAINAGE IAYER ON M@ WP pN CONC STRUCTURAI. SLAB. it, r7 wazee x. � 81 6` NOM�NAL PROFlLED HAf20W00D BASE ST . Wil 1 IAVER 5/8" TYPE " K G1P BO ON 6" STUDS ON VAPOR BARRIER. P(1LYISGCYANURATE INSUlAT10N. surre C� O CEILINGS . P7 54ME Ai P6 EKCE� WITN PATTERNED. COU)RED CONC �OPPING SlA6 Oenver, ('obrado i402Q2 ! R? 4' NOMINAL PROFILED FIARDWOOD BASE (ST). W12 5/8° TYPE "X' GYP BD ON 1 /2" RESIUENT CHANNELS AT 24" 0/C ON 3 C1 5/8` iYPE " X' GYP B D ON SUSPENSION SYSTEAI. R4 WIDTNESNOWMEL ING �PI G)oONr�E�CON NFl�LLL (FMRIN��TpTA� THK p8 2x6 REDWOGD GECKING SCREWEO TO SLPOEC 2z SLEEPERS � 16° :i'' Te1: 303!6z33355 5/8" STUDS WITN 3' SOUND ATTENUATION BAT'fS (SEAL ENTIRE PERIMETER ON PFOTECTiON 80AR0 ON SELF �pHERING WATERFF'OpF AIE4IBFAN[ !: h; Fa+c: 303f623-2z62 B� 6" NOMINAL PROFlIED SOF'fM�000 BASE (P). wITH ACOUSTiCAL CAULKINGj. C2 5/8' IYPE °X' GYP BD ON SUSPENSION SYSTEM WITH R-38 BATT R5 !QOSE WO BALlAS1EC EP6M ROGFING ON iApERED INSULATION ON 5/3� ;T�. °i.�Tr ;?RUr,TURE. ' ' B� 4' NOMINAL PROFILED SOFTWOOD BASE P . � � INSiILATION AND VAPOR BAFtRIER. TYPE ' X' GYF BD ON A(iL DECY �)N STL �RAMIIdG. � � W13 SAME A, W � . WITH 6 SNDS INSTEAD OF 3 5/8' STUDS. '�i 85 1 ' X 4° NOAIINAL FIA P.A�E (F) CJ 2 LAYERS OF 1 �2� TYPE 'X' G1P BO ON $TL STUD JOISTS WITH R6 ; '�FPER ROOF1NCr pN iELf ADHERING WRi�� NFk ��it� c �., %� ° R-38 BAT? INSUlAT10N AND VAPOR BARRIER, ; NE `�y� " "= `;�, , � ; ,;a. F� 'VIGC;. ON Sn. STUD ,t�l$T FRAAIiW.; 2 3 � 2 S 4 5 .0 5.0 A5. A5. t P,5 . 1 5. 1 0.8 , 2 0 0 0 45 � 5 , 2 6 > >.5 8 -_ ., � r-o• zr_ • s. a e. , e. i O O � A6. 1 O (t t� , � 27-0' 24'-0� � i ' J *--- - ---*--- - -- *--- - -- -- �"- 12'-0" - -- 12'-0" _�- i 27'- n" - - --� --- - _ _ -_ `r.p• - - - - - - - - 24i �^ -- - _ _ ' r i _ , , ✓ f * -- - � 12'-0' 1 �-0" � � i, , / �` - - - --- --�- - - - - - � - - �� ; � , - - -- -- - -� _ _ - - -- -- - -- - - - � ; ,,,.� 38'-0' i t0 __ _ _ - - - - - --G- _ - _ _ - - - � � � - - -- --- --- -- 30-fi' - - - - - - - - - _ _ .�_ I i - - _ y _ _- - - - - - - - / -- - I ,�� I � ' � , I I i ' � I , , q2 � , ,, i ; , I ; , ; � �i'-o' � - -- - - - ,.-o�,,,� _ : - - � � - � � '- - - � � �� i , � ; , I �; -, ,- ;,�'-,: j ," A � I 0 � � T 0 ;1A8 �` � � i T I � ' � '� 0 JLAFi) %� ' - - - � rn � `� 6� - 6 � S� W9 � � � A � I � � � FRESH NR � � ,.T.�0 SLAB� -a I, � � EL -6 I ' � � I �L I63'- 10 � ` � �I � i VENT EL 6/ 4'- g"'' � I � � I ��/ . � ' LL � - - � � � � � , � o ; � � � = o a.s - - - -- , i �, � T 0 SLAB 21 22 23 24 25 26 2' 28 ! ?9 � 30 ' ;i1 ' 32 �3 ' 34 I ; i I I ° o � � I i COMP CO COMP I I I � ' �� " ° � � EL 62"-6' � EL 62 -�6 � � � � � , �'OMP � CQMP � � - - �� _ � -- 1=. 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' ' ' N ! � EL 62 - 4" I I - - �n � i I ! � � '' ' _ ' - - , ; , , \ . 1 . , . ` , ; i � � ` COAIP COM ' � - -- --- - 1 -- - � � ' t � � c ^ _ El 66'- i � � � G0 � i � � ? ° LFV ; ; E �, � , , � 2 3 ", _ c � I I p � - - -i� � . � - � I GOMB. 1,iR=� Ws � i 1�\ \ � � i o - � - 3 ___ � � : � , � �, � � o u � I � , L� (p � _ . _'� � r : � �ouv�eF� � �` � o � � � � � P � � � i � � ny W$ �� OPENf�� --\ � I �� 'k .'�- � � � � , i ; � �ti� wz2 \� �� `o � !.5 a � - i � ' � i � � ; _ ;� su+B N \ j I i � � � w`` � � ., I1 ' Y�,� _o' `� E�F su�_ ' I r. , Rev + s � vr,<, ; ° E162'- 4� � W9 �� _ , I ' � IN8 / �\ tt` -�Ir � I I \'�� w? � �` g 4 3'-8� S 21' - � � CORE/SHELL 11/7/97 I � �, - � 4 5 6 7 � 8 9 i0 � it 12 I t3 1a � tS 16 yyg ' Wzt _` �- • - � - _ �r - -- _ /�� , - �.� � COMP COAIP �OMP COMP � �� ' � ' � � ' � I I � �° ' � � ' i , ' �1 ° ' �Qy o � -, � � w8 �- � � � _ � ___ � f � .r �r• � � , ` �" � � � 'c STAIR 1 0 � y � N � Y!a W8 � !�CCH i J,' � 1 - ;, , ' � �r � � u�i I I � �r 1 ' `°� , I` � � I -R � r � Q i I s i , , 6 � F.Z � 2 \�� 6' b� i � � � � '� ABOVESSED S�� `l .�., � -� '�.� 2' ��Ni(iMQ? _ �Q � � � �7 �� a i � - - � � � � � � , I - `4 � i w3 , , " ^ � �`'� s. �, � � - 6.b �E - - m � 1 � � � � o �h �; T b SIA3 8�. � g•- " �-' S'-OI � � I � o o - - --- � - � �' I zS r„ El i63�-3" � X ' - b F. 6 �' � b � _ � ` ' s,oaac,E , �- ; ` ae : < � �, � o F.8 ' � � � %-s ' o W71 ;'_9^ �, �.,- ' D W� W8 = 63 �o { 'I 1` �. 0 f_�SEG hND SIOPEC � -- ' ' ' � 7. :r � � i f � _ - i , ATE $ ' 'C I I . _ _ __'1 _ . ' G I I i ' G neovE _ . _ � I 14'-0' 14'-0' � i WOMEN .. �� NTR I o � v o � 4 i � � '�, � I - - - . . _ _ . . . . _ . . _ . . . . _ I O � I - - - -- i � 6S'-6' -- - '°v t i "�'� �\ � � - _ _ � ' - - -- %� � � _ r � I � I � I �° I � � _ _ '� i � � � � , 1 . �� ° I i I sT gN 5Fa EQPT � � G.4 - I - � � i ' � � a� I � � 12 � i � I H 'k / I O i � ' � ❑ , ' , H , ' ' ' � ' � � I ; � i �T_ , , I � c I I I ! ; �' � ! � � � '� � - i I �7, ! , � � � I Date: NOV 7, 1997 �, � i � , �, i � � � e � ' � - - � � , _ � z � * 29'-B" - - 9 10"- I � f , , � 1 '-G" � �!' � I i ,Y - � o -o' �_; � (� 27- ' : �roject No: 19017.0[) . � ,j' - - -- - � � : „ . r �.� ' 12'-0" '-0" _� 14'-0' � 10'-G' � 17'-Q" ' 10'- t x - / _ k I �' -- - --- �--- - - �'--- - - - -X , Drawn by: IndarAD ' � ` � , , • r, . , iz'-o" zr-o' zr-o' a4�-o' ,7•-r �k � I � ,�,{� -- ---�-- - - - --�- - - _ � - - � - - - -- fi - - - - -- -- -- -- - _ -- 24'-e' _ - - - - - - - - z7'-o° - zr a' � -- - - - - ; � �' � - -- - - - -- - - - - - - - - - - - - 4 � - _ - _ _ _ . 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I � ��111�t1 �� Se Perber � & I Q 86 6" CERAIAIC TILE BASE. w�q 2 LAYER OF 5/8' TYPE '%` GYP BD ON 3 5/B' 5TU05 WITH 3' SOUND C4 2' X 4' ACOUSTiCAI TILE CEIUNG ON SUSPENSION SYSTEM. RI NOT USED. �II$� ; a�unnorr enrrs sEai. eonoti+ wm� ncousncn� cauuurrc . ' g g I 87 6" TRAVERTINE T1LE BASE. � ) C5 5/8' TYPE 'X' GYP SOFFiT BD ON SUSPENSION SYSTEM (PNM). R8 PRE-FiNISHED AfiL ON BLDG PAPER ON SEIf ADHERING WATERPROOF M1 ROUGH SAWN tx2 TR1M ' ; I Note : P11 notes m not 6e used on every sheet. 68 4' RUBBER BASE. W15 1 LAYER Of 5/8" TYPE X GYP BD ON STAGGERED 3 5/8' STUDS IN 6" C6 SAME AS C5 WIiH R-30 KRAfT FACFD BATf IAISULATION: AIEMBf2ANE ON 1/2" CDX FIRE RETARDENT PLYWOOD ON 3 1 /2' 'i ay � M2 ROUGH SAWN 1 x4 1RIM ASSOC I a.teS FLOORS : Bs NO BASE. TRACK W/ 3 SOUNO ATTEN 8ATf5 (SEAL 84nOM W/ ACOUST CAUIX). C7 1 'X6' NOM T&G, V-GROOVE CE�AR BOAROS ON 5/8' TYPE "X' GYP POLYISQCYANURATE INSUU110N ON 5/8' 1YPE �X' GYP SHEAIHING ON yy�g 1 IAYER 5/8' TYPE 'X° GYP BD ON 2 1 /2" C-H STUDS W(TH 1 " GYP SOfFIT BD ON STL FRNAMG. 1lTL DECK ON STL FRAMING. (SCREW PLYNIOOD AND ALL CONSTFtUC1I0N M3 RQUGH SAWN 2x2 TRIA1 i Arch itects � F1 4' REINF CONC SLAB ON 4' GRAVEL ON COMPACTED SUBGRADE. (SEAI. WALLS : LINER PANEL (1 HOUR RATING). C8 SAIAE AS C7 WITH R-30 KRAFf FACED 6ATT INSULATION. 9FlOW TFpS IMO MTL DECK) IA4 ROUGH SAWN 7ac4 TRIM. ' WHERE EXPOSED). W1 3/4' IXT FINISH AND INSULATION SYS (EIFS) ON SJS' TYPE 'X" GYP W17 2 LAYERS OF 5/8" TYPE °X" GYP ON 2 1 2' C-H STUDS M�fTH 1 � GYP • M5 ROUGH SAWN 2x6 TRIM- I P.C.-A. I .f�. f2 THINSEf CERPJAIC TRE ON F1 . / fTH p 5/8' lYf'E "X" GYP SOfFlT 8D ON 2 Z CHANNEIS AT 24' OC W(TH 1 , � SHTG ON 6" SiUDS WRH R-79 UNFACED BATT INSUTATION AND V8: LINER PANEL (2 HOUR RATING). 1 /2" �risocrarruw�� iNSUUnoH. PAVING : Me ROUGH SAWN 2x8 TRIM I ARCHITECiURE I F3 VINYL CDAIPOSITION i1LE ON F1 . Wy 1 1/2" EIFS ON 5/8" TYPE "X" GYP SHEATHING ON 6' STUDS WfTH W1S 1 UYER OF 5/8" TYPE �X� GYP 8D ON 7/8` FURRINC CHANNELS. � � p y LpYERS Of 5/8' iYPE '%� GYP BOARD ON 2 1/2� C-H SiUDS P1 CUNC PAVERS ON 1 ' SAND BFA ON 3' REINF CONC StAB (WITH A17 ROUGH S4WN 2x10 TRIM � L�AENRNp� I I F4 5 1 /2� (TOTAL 7NICKNESS) REINF CONC FlLL ON MTL DECK ON STL R-19 UNFACE� BATf INSUTAiIOW ANO VAPOR 6ARRIER. W19 1 LAYER OF 5/8' IYPE �X` GYP BO OM 1 5/8' STL STUDS. WITH 1 " GYP L1NEft PANEL ( i HOUR HORIZONTAL RATING), SNOWMELT PIPING) ON ORNNAGE IAYER ON SELf-ADHERING I#EAIBRANE A18 ROUGH S1WN 2x12 iRIM . , FRM`IING. (SEAL WNERE EXPOSEDI, W3 6' NOIA STONE VENEER ON BUIlDING PpPER ON 5/8" TYPE "X" G1P ri2� 1 LAYER Of 5/B" TYPE "X" G1P � ON 2 1 /2' STL STUDS. Ct1 NO FlNISHED C�UNG - OPEN TO STRUCTURE ABOVE (PAqJT). WATERPROOFlNG ON CONCRETE STRUCTURAL SIAB. 1Ag PRE-FINISHED METAL FtASHMIG (S11aFE ns DC?ni_ED! � � � FS GRPET ON PAD ON F4. SHTG ON 6" STUDS WITN R- 19 UNFN'ED BATT INSUlAT10N AND VB. 1Wl1 1 LAYER OF 5/8' IYPf �X' GYP BD ON 3 5/8� sn s�uos. F P2 CONC PAVERS pN 2" SAND BED (WITN SNOWAIELT PIPING) QN COYPACTED M10 CAPPER FIASHING (SNAPE AS DETAILED) . i I F6 iH�NSEi CERAMIC TItF ON F4. W4 1 'X6° NtMA TdcG V-GROOVE CEDAR $IDING ON BUILDING PAPER ON W22 1 LAYER OF 5/8� IYPE "X" GYP Bp ON 6� STL STUDS. ��' ��' A111 CLEFT SANDSTDNE CAP. Main Olfla I ; F7 THWSET TRAVERTINE TILE ON F4. 5/8' C.D.X. F.R.T. PLYWOOD ON 6' STUDS W/ R19 UNFACED &4TT Nr23 2 IAYERS OF 5/8' IYPE "X' GYP BD ON 6' STL STUDS W/ 3' SOUN� R1 CONC TIIFS ON 1x4 HORIZ BAiTENS ON tz4 VERT BATTENS ON P3 INfERLOCKING CONC PAVERS ON 1 ' SANp 8ED ON 4' REINFORCEO �� 2 ��W� �X � 1pppSoiehFront�e RoadWest i F8 VINYL COAIPOSITION TILE ON F4. yyg INSUL AND VB. �� SELF-ADHERING IYATERPROOF �IEIABRANE ON 1 /Y CDX FlRE RETARDANT CONCRETE SL48 (WfTH SNOWAI0.T PIPING) ON C011PACTED SUBGRADE. Vill Colorado87657 � I F9 THINSET TILE ON TROWELED-ON MEAIBRRl�NNE WATERPROOFlNG ON 3/4" FJFS ON REJNF CIAU OR CONC WALL PLYWOOD ON 3 1 /2" POLYISOCYANURATE INSUTAiION ON 5/8' `X' GYP p4 4" REINF COLORED PATfERNED CONC SLAB (WfTH SNOWiAELT PIPIN6) ON M13 HEAVY TiMBER TRIIA (SIZE AND SW1PE AS SHOWN) I TeI: 97W476-�W33 I , W24 SAME AS W22 W/ 3' SOUND BATT (SEAL BOTfOM WITH ACOUSfICAI SHTG ON AITL pECK ON STl fRAMING (SCREW PLYINOOD AND ALL COUPACTED SU9GRADE. M14 BRUSHED BRONZE � F°0 97��76'� SLOPED GROUf Fl�L (MINIMUAI 1 ' SIOPE) ON F4. W6 1 1/2' EIFS ON REINF CMU OR CONC WALL. ��ry��, CONSTRUCTION BEIOW THIS INTO IdTt DECK . � � f10 THINSEf TRAVERTINE 11LE (WITH HONED SURFACE �N 1ROWEIFO ON W7 EFS ONIY NO INSULATION) ON REINF CMU OR CONC WALL. � P5 THINSET RANDOM PATfERN STONE PAVING ON 4" REWF CANC SUB (WITFi M15 POLISHED BRONZE. j ) � W25 ix6 NOA1 T&G, V-GROOVE CEDAR SIDING OVER tx4 BLOCKING ON R2 COPPER ROOFlNG ON BLOG PAPER ON SELF ADHEPoNG WATERPROOF � I IAEMB WP ON SLOPED GROUT FlLL (tAIN 1 ' $LOPE) ON i4. Wg 8' REINF CONC MASONRY UNITS (P). BUILpING PAPER ON REINf CMU OR CONC. MEMBRANE ON 5/8' TYPE 'X' GYP SHTG ON IATL DECK ON STL FRAANN�. SNOWIAELT PIPING) ON COMPACTED SUBGRADE. M16 NSULATE� GLAZING � i F11 THINSEf RANDOM PATTERN STONE PAVING OIV F4. y�g 8' CAST-IN-PUCE CONC WALL. (10' AS INDICATED)(P IN STNR �t ). W26 PROTECTION BOARD OVER SELF-ADFIEPoNG WAiERPR00FlNG ON FORAIED Pb 4"t SLOPED, RflNF CALORfD CONC SlAB (WffH SNOWAIELT PIPING) ON I De�weroffiae I R3 SAME AS R1 EXCEPT WfTHWT TNE 1/2' PLYWOOD AND 3 1/2' DRNNAGE LAYER ON AtEUB WP ON CONC STRUCTURAL SU1B. � 1517 Wazee �. � BASE : W10 6" NOU STONE VENEER ON REINF CYU WALL. CONCRETE WqiL. POLYISOCYq►rURATE INSUlAT10N. `�� W11 1 UYER 5/8' IYPE 'X" GYP BD ON 6' STUDS ON VAPOR BARRIER. C INGS : P7 SAAIE AS P6 EXCEPT WITH PATiERNED, COIORED CON�� TOPPING SlA6. ! penrer, Cobrado 80202 I B1 6� NOMINAL PROFlLED WOOD BASE (ST). R4 ADHERED EPDM ROOFING ON SLOPED CONC FlLL (MIN 6" TOTAL 7HK) Tel: 3o3�623-3355 PS 2x6 RE�N'OOD DECKING SCREWED TO SLOPED 2x SLEEPERS 0 16' OC � I Wt2 5/8" IYPE 'X" G1P BD ON i/2' RESIIJENT CNANNEL$ AT 24' 0/C ON 3 C1 5/8" TYPE "X' GYP BD ON SUSPENSION SYSTEM. WfTH SNOWNEUING PIWNG ON MTL DECK ON STL FRA)AING. � Fa�c 303/623-2261 i 82 4' NOMINAL PROFiLED W00� BASE (ST). 5/8" STUDS WrTH 3' SOUND ATiENUAiION BATTS (SEAL BOTfOU WITH , ON PROTECiION BOARO ON SELF ADHERIN6 WATERPROOF YEIABRANE ON �I �__ -__-_ _ B3 6° NOMINAL PROFILED YI000 &1SE (P). ACOUS11CA1 CAULKING). CZ 5/8" iYPE �" GYP BD ON SUSPENSION SYSTEId WITH R-38 BATT R5 LOOSE WD BALLASfED EPDM ROOFlNG ON TAPERED INSULATION ON 5/8 STL PLATE STRUCTURE. INSUlATION AND VAPOR BARRfER. 1YPE �X' GYP BD ON A(TL DECK ON STL FRAYING. �- I pq Sql OVER 1/2" DRAINAGE/PROTECTION BOARD ON WATERPROOF � � B4 4' NOIAINAL PROFlLED w00D BASE (P). W' 3 SAME AS wt ? �MfTtl STAGGERFD S 5/8' SfUDS IN 6" TRACK. C3 2 IAYERS OF 1 2' TYPE 'X' GYP BD ON S7i STU� JOISTS WITH R -38 R6 COPPER ROOFING ON BIDG PAPER ON SELF ADHERING WATERPROOF T rr i � T � , I YEIAERANE ON SLOPED, �ONC F1tLED �I � L 0�._ K ON STRICTiRAL � . L I B5 1 ' X 4" NOAIINAL FIAT WOOD PASE (P �. BATT INSUlAT10N AN� VAPOR BAitRIER. 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ATfENUATION BATTS (SEAL ENTIRE PERtMETER WfTH ACOUSTICAI GULKING). C5 5/8' iYPE 'X' GYP SOFFff BO ON SUSPENSION SYSTEM PNNT. AIEAIBRANE ON SLOPED, CONC FILLED MTl DECK ON STRUr,TIIRAL STL. Mi :- uUt;H ;aWh 1z2 �Hird 4J' �g,eri.�GC� � � Note : NI notes may not be on every sheet 88 4" RUBBER BASE. W15 SAME AS W14 N1TH 6" STUDS INSiFl�D Oi 3 5/8' STUDS. C6 SAME AS C5 WITH R-30 KRAFl fACED BATT INSUTATION. R8 PRE-FINISHED MTL ON SELF ADHERING WAiERPROpf MEMBRANE ON 1 /2� M2 ROUGH SAWN 1x4 TRiv ��ISSOCIc�teS 89 NO BASE �r� 6 1 UYER 5/8' TYPE ' X' GYP BD QN 2 1/T C-H STUDS WITH 1' G!P CDX FIRE REfARDFNT PLYWOOD ON 3 1 /7 POLYISOCYANURATE >� �i F OL ORS : UNER PANEL ( t HOUR RATING). C7 1" X6� NOM TdcG, V-GROOVE CEDAR BOARDS ON 5/8" 1YPE " X' GYP INSUtATION UN 5 8' TYPE ' X" $YF SHEATHING ON MTL DECK UN STL M3 ROUGH $AWN 2z2 TkIPf � � rchitects SOfFIT BD ON S1L FRAMING. � M4 ROUGH SAWN 2x4 TRiM ' � F1 4' REINF CONC SLAB ON 4' GRAVEL ON COMPACTED SUBGkADE. (SEAL W17 2 IAYERS OF S/8" ttPE 'X" GYP ON 2 1 /2" C-H STUDS WITH 1" GYP C8 SAME AS C7 WITH R- 38 KRAF'T FACED &4TT WSUl�TION. �ING. (SCRE�N PLYWOOD AND AlL CONSTRUCTION BELOW TMS INTO WHERE EXPOSED). W-�� LINER PANEL (2 HOUR RATING). AITI. DECK) M5 ROUGH SAWN 2x6 TkI11 P.C.-A. I .A. C9 5/9 lYPE "X' GYP SOFFfT BD ON 2" Z CHANNELS Ai 24" OC WITH 1 I F2 THINSET CERAAIIC TIIE ON Fi . Wt 3/4" E7lT FINISH ANO INSULATION SYS (EIFS) ON 5/8' T1PE ' K' CYf' W18 1 IAYER OF S/8" TYPE "X GYP BD ON 7/8" fURRING CHANNELS. 1 /2" POIYISOCYANURATE INSULATION PAVING M6 ROUGH SAWN 2x8 TRIN - ; SHTG ON 5 $TU�S WITH R- 19 UNFACED BA1T INSUTAiION AND VB. ARCHITECTURE I � F3 VINYI COMPOSITION TiLE Of F1 . W1g 1 LAYER OF 5/8" TYPE ` X' GYP BD ON 1 5/8' STL STUDS. ��p 2 LAYERS OF 5/8" IYPE " X' G1P 80ARD ON 2 1/2" C-H STUOS Pt CONC PAVERS ON 1" SANO BED ON .T' REINF CONG StAB (WITH �� R�UGH SAWN 2x10 TRIM i'LANN�NG � ' f4 5 1 /2' (TOTAL THICKNESS) REINF CONC FlLL ON MTL DECK ON STL W2 � � �r EIFS ON 5/8� TYPE �X' GYPSUM SHEATHING ON 6" STUDS yyy0 1 tqYER Of 5/8" TYPE 'X' C.1P BD ON 2 1 /2" STL S1UDS. WITH 1" GYP LINER PANEL ( 1 NOUR HORIZOMAL RATING) SNOWAIELT PIPING) ON DRAINAGE iAYER ON SELF-ADHERING IAEAI6RANE MB ROUGH SAWN 2x12 TR�4 � hlTERiORS WITH R- 19 UNFACFD BATT INSUlATION AND VAPOR BARRIER. WAiERPR00FING ON CONCRETE STRUCT1JRAl. SLAB. M9 PRE-FlNISHED METAL FLA�HIN� (SHAPE 0.S DE?AILEU'� fRAAIING. (SE0.L WHERE EXP05ED). W21 1 LAYER OF 5/8' iYPE ' X CYP BD ON 3 5/8' Si1 STUDS. �� NO FINISHED CEIUNG - OPEN TO SIRUCTURE ABOVE. I F5 CARPET ON PAD F4. W3 6' NOM\ STONE VENEER ON BUILDING PAPER ON 5/8" iYF'E ' X' GYP � ' SHTG ON 6" STUDS WITH R- 19 UNFACED &4TT INSUtATION AND VB. W22 � IAYER OF 5/B" 1YPE 'X GYP BD ON 6' STL STUDS. P2 CONC PAVERS ON 1 1 /2" SAND BED (Wf�H SNOWMEU PIPING) ON M10 COPPER FLASHING (.,HAPE AS OETNLED). � FE� THINSEf CERAMIC TILE ON F4. W23 2 LAYERS OF 5/8" 1YPE "X' CYP BD ON 6' STL STUDS W/ 3� SOUND ROOF : COMPACTED SUBGRADE A111 CLEFT SAIJDSTONE CAP. F7 THINSEi TRAVERTINE TILE ON F4. W4 1"X6" NOM TecG V-CROOVE CEDAR SIDING OVER BUIIDING PAPER OVER Main Uffice i 5/8' TYPE 'X' EXf, fINISH OUT SIAiILAR TO W3 �n Rt CONC TIIFS ON 1x4 HpR BATTENS ON tx4 VERi BAITENS ON P3 INTERLOCKING CONC PAVERS ON 1' SAND BED ON 4' REINfORCE� M12 FLOWER BOX. � o00 ►r, �h Front�qe Road Wat F8 VINYL CO►�POSITION TIIE ON F4 W24 SAME AS W22 W 3' SOUND BATT (SEAL ENTIRE PERIMETER WITN SEIF-ADHERING WATERPROOf MEMBRANE ON 1 /Y CDX FIRE REfARDANT CONCRETE $LAB (W�H SNOW�AELi PIPING) UN COAIPACTED SUBGRADE. M13 HEAVY TIAIBER TRIM SIZC AND SHAPE AS SHOWN) 'JaII, c olorado 81657 � W5 3/4" EIFS ON REINf CMU OR CONC WN.L. � PLYW000 ON 3 1 /7 POLYISOCYANURATE INSULAiION ON 5/S" �X GYP p4 4' REINF COLOREO CONC SIAB (WITH SNOWMELT PIPING) ON CUAIAACTED � TeI: 97N476-4433 I 9 THINSET DLE ON TROWELEO-ON MEMBRANE WATERPROOFING ON ACOUSTICAL CAULKING). � �. 9�a4�s-a�ye SLOPED GROUT Flt1 AIINIIAUAI 1" SLQPE ON F4. W6 1 1 /7 EIFS ON REINF CMU OR CONC WALL SHTG ON 61TL DECK ON STL FRqMINC (SCREW PLYWOOD AND ALL j�g(;qqQE � � � W25 1x6 NOM TkG, V-GROOVE GEDAR SIOING OYER 1x4 BLOCKING ON � W7 EFS ONLY (NO INSULAiION) ON REINF CMU OR CONC WALL CONSTRUCTION BELOW THIS INTO GTL DECK}. ; , F10 THINSET TRAVERTINE TILE (WITH HONED SURFACE) ON TROWELED ON BUILDING PAf'ER ON REWF CMU OR CONC. P5 THINSET RANDOM PATTERN STONE PAVING ON 4' REINf CONC SU8 (WtTH I M8 WP ON SIOPED GROUT FILL (NIN 1" SIOPE) F4. WS 8" R�NF CONC MASONRY UNITS (P). W26 PROTECTION BOARD OVER SE1F-ADHERING WATERPROOFING ON 5/8° CDX R2 COPPER ROOFlNG ON SEIF ApHERING WATERPROOF AiEMBRANE ON 5/8' SNOWMELT PIPING) ON CpAiPACTED SUBGRADE W9 8" CASE-IN-PLACE CONC WALL. PlYW00D ON STL SNOS AT 16' OC WITH R19 BATT INSULATION AND �E " X' GYP SHTG ON MTL OECK ON $iL fRAMING. P6 4't SLOPED, RFJNF COLORED CONC SlAi3 {WffFl SNOWUELi PIPING} pN [krwer Offlce QA';iE W10 6" NOM STONE vENEER ON REINF CMU WALL. VAPOR BARRIER. R3 SAME AS Ri ExCEPT WITHOUT THE i/7' Pl.YWOOD AND 3 i /Y DRAINAGE LAYER ON lA6 WP ON CUNC SIRUCTURId SLAB 16» �'� �� POLYISOCYANURATE INSUU1ilON. p7 SNAtE !S P6 EXCEPT WITH PATTERNED, COLORED CONC TOPPING SLAB �1f8C2 B1 6" NOUINAL PROFlIED HAROWOOD BASE (ST). Wll 1 tAYER 5/8" TYPE " K' GYP B� ON 6" SfUDS ON VAPOR BARRIER. CEI ING R4 ADHERRED EPOM ROOFlNG ON SlPOED CONC RLL (MIN 6' TOTAL THK f?em�er. Coloracb9020t � � W12 5/8" IYPE "X' GYP 8D ON 1 /2' RESILIENT CHANNELS AT 24" 0 C ON 3 P8 2x6 REDWO�D DECKING SCREWEO TO SLPOED 2x SLEEPERS @ 15 OC �e1: 3031623-3355 ', 9� 4" NOMINAL PROFILED HARDW000 BASE (ST). � C1 5/8" TYPE `X GYP B D ON SUSPENSION SYSTEM WITN SNOWMEUWG PIPING) ON AfTL DECK ON SfL FRAAIING. pN PR(1TECTION BOARD ON SELF ADHERING WATERPRCIOF MEMPRqNE ON Farz: 303/6234262 5/8' STUDS WfTH �' SOUND ATTENUATION BATfS (SEAI ENTIRE PERIIAEfER B3 6" NOAIINAL PROFILED SOFIWOOD BASE (P). WITH ACOUSTICAL CAULHING). C2 5/8" 1YPE 'X G1P BD ON SUSPENSION SYSTEM WITH R-38 BATT R5 LOOSE IAID BALLASTED EPDM ROOFING ON TAPERED INSUUITION ON 5/8" �TL PLATE STRUCTURE _ 84 4" NOMINAL PROFILED SOFfW00D BASE (P t, c �TF INSUlAT10N AND VAPOR BARRIER 1YPE " X' GYP BD ON MTL DECK ON $TL FRAAIING. � ) Wl � SAME AS W12 N7TH 6" STUD , I.N , , ,1,D OF 3 5��" STIJDS. rz � 5 B� Gi ' ?`�I`� w � �� " � � t� c c , I B5 � " x 4'" NOMINAL FIAT isnSE (,F'l B v ,T� _ Tl._ .i0� ,1 _ wi -+ �.� �pER ROOFlNG ON SELF ADHERINC WATERPROOF MEMBRANE ON 5/8' � �= upll iN' l i � � 1N PNl �kF;,l� � A� �,L� ! �z PLYWOOD ON STL STUD JOIST FRNJING i I 2 I 2 3 � 4.0 z 3 4 , 5.0 5.0 A5. 1 5. 1 A5. 1 A5. � 0.8 o z o 0 0 4.5 z �5 � � o o �.5 0 3 0 , o �� 6.0 6.0 A6. 1 A6. i A6. 1 12'- 0' 27-0' 27'-0" 24'-0" � 27'-0" 27'-0' � 24'-0' 27-0' 27'- 6 *- -- --- �K - - -- - � - --�-- -- -- ---- -�----- -�� - - - - -- -- - - -- - - -� -- - - - -- - -- - ----- - -- -------- - - - - - �- - - ---* * i �3��8� *_ , z'-o' , 2'-0• � �� , r-o• � , 2•-0_-* � i-0' 9'-6" 22'-0" 9'-0� 8'-0' 22'-0' 18'-6' 19'-0' 45'-6" 70'-6' ^ ' /- --- --- -- - - -- -- --- - - - ' � '- 0" 5'-0" 12'-0` 5'-0' 8'-0" 5'-0' 4'-0' 4'-0' '-�" 5'-0' 7'-6" 4'-0" 7-6' 20%0' 19'-0' 6'-6" 13'-4" 31'-4' 25'-10' � i I , . - -- --- -- � , 5'-3" 3'-6" , ��0" 4'-0' 4'-� 1'-0' '-0" i' 0" 3'-6' 4'-2' '-0" '-0" 2'-D" '-0" 2'-6" 13'-0' 2'-6' 3'_6"* - 2'- " 23'-0' - � ' � b � i I 2'-0 3 a i -11 1 4' S'-8' 3'- 3/ - 3/4' 4'-8' 10'-8° 4'-8' � 6"-7 3/4" 2'-0' '-0" 7'-0' 2'-2" '-8" 5'-8' 5'-6" , 5'-4" -6' S'-8" 5'-8' 4'- tri ' *-- - . -,�- i� � ' � _� � � � . . � � i i I � � i i � � 6� � � -Q i i i ! i i I � � I � i � � t t i i i , i . �I I i i i I ., I , i , . �i � I � , i i � - i � i i i i i i i �,' ' i ; I i 1 I I i i i i i i � -- - - - �+. � I I T / i ' '', � � I I " � � I �i " \ I T '�, � I I I I '� , I I � I � I I � I � � I � \ � � �i � 1 I � I I I I I I � ' i I I � , � � I � � � i I � i 7� . . _� - � I O � � I i I I I � I I I � 4 'O 4�'On I ; O � ^� I �,I j � � i i 'I i i I I � � POOL 1 I I � ' � ti O . 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ROUGN SAWN 1xd T � ' ' :%�SC�(J� � a��s 99 NO BASE W16 � ��R 5/B° IYPE ' �' CYP BD ON : l/Y C-N STUDS WITH 1° GYp �� •Xg^ � T�G, V-GROOVE CEDAR BOnRDS ON 5/8" iYPE ' X GrP COX FlPE RETARDtNi PlrilCk�O ON 3 1j2" PckYISOCYANURAiE 1A3 ROUGH SAWw Zr2 Tti � �? t O� 'R LiNEk PANEL (1 NOUR RATINGj. SGff!T Bp ON S7L iRAMING �NSUI.ATION ON 5;'8' TY?E ' 1C 51P SHFATHING ON 6fTL DECK �N STL "ll' '� � � te�� c ' �RAMINC (SCREYM PLY'NOOD AND ALL CONSiRUCT10N BELOW THI$ I�diC �14 ROUGH $AWN 2�c4 '�, s. F1 » REiNF CONC Sl?8 ON 4' GRAVEL ON COMf'A(TEp SUBGRAOE. (�EAL wp Wtl ? LAYERS GF 5j8" TYPE ' 7�' CVP ON 2 1 /7' C-H STUD . WITH 1 GYP C8 $0.ME Iu' C; WfTFt F-J8 KRAF? FACED BA1T INSUTATIUN. c �� WHERE �PpSED). �-� UNER PANFl. (2 HOUR RATING). ; MTL DECH) M., ROUGH SAWP� 2x6 TR!�� r . (_ .-A. I .A. � Cg 5/B 1YPE 'K' GYF SC1fFR BD ON :° Z CHANNELS AT 24" OC WITH i M6 POUGH SAWN 2xF. ru.! � f2 TNIN� CERAAIIC '1LE ON fi . W1 3/1" EXT FlNISH AND ING1lATIGN ;YS (EIfS) ON 5/8� TYPE �X° GYP yy� g � �qYER OF S/�" TYPE � a' GYP � BD ON ?�8' FURRING CWINNELS. i /2" P(�LYISOCYANURb1E INSULATION. PAVING ' ,1h�:: HlTECTURE SHT[ ON 6� STUDS WffN k- 19 UNFACED HATT INSUlAT10N AND VB. M' kOUGH SAWN 2z1G �F ',, F3 VINYL COMPOSRION iiLE Of FI , W1g 1 U1YER OF 5/S" TYPE ' K GYP BG ON 1 5/8 STL STUDS. C10 2 IAYERS U� 5 �9" IYPE ' K G1P BOARD ON ? 1 /2" C-H STUDS P1 CONC PAVERS GN 1" SANQ BED ON �' R�7NF CONC SIAB (W�H f ' ; nNNING �� 5 1 /2" (TOTAL THICKNESS) REINF CONC FILL ON MTL UECh ON ST� w2 > > /r EIFS Gi� 5/A' TYPE 'X' GYGSUM SNEAiNING QN 6" $iUDS W20 1 LAYER OF 5/8" TYPF " a" GYP, BD GN 2 1 /2' STL STI)p$. WffH 1" CYF UNF.R PANEL { 1 NOUR HORIZONTA� RATINGI. SNOWMELi PIPINGj ON ORAINAGE LAYER ON SELF-ADHERING MEMBRA�dE M8 ROUGH SAWN 2x12 TE r. INTERIORS fRAMING (SFAI WHERE EXP0.SEC) WITN R- 14 UNFACED 6�Tf INSUV+TION hND VAPOR BAARiER. W21 � LAYER qF 5/g iYPE ' %' GYP BD ON 3 5/8' ST� STUDS. C11 NC FlNIGHED GEILING - OPEN TO STRUCTURE ABOVE. wATENPROr,FlNG ON CONCREfE $TRUCTUkA� $�py, 1�9 PRE-F;NISHFA MET�1L � � i• ,� ' : . I : i _ I F5 CARPEf UN PAD f4. W3 5 NOM\ iiONE VENEER ON BUILDING PAPER ON SJ8" 1YPE '7C GYP W42 � �prER OF S/8' TYPE ' 1C GYP BD ON ti S?L STUDS. P2 CONC PAVEFS ON 1 I /7 SAND 9EC (w1TH S�IOWMELT PIPING) ON M10 COPPEP. FLASHING lS�- E , F� THINSET CERAMIC TILE ON F4. SHTG ON 8" STUDS WffH k- 19 UNFAf_D BATT INSUlATION AND V8. ROOh : COMfACTED SUBGRADE. A111 CLEFf SANDSTONE C:�i W4 1'X6" NOhI TkC V-GPOOVE CEDAR SIDiNG OVFR BUILDING PAPER OVER W23 ? lAl'ERS GF 5/8" TYPE 'X' GYP BQ ON 6" STL STUDS W/ 3' SOUND ��„ �� F ' TN!NSEi TRAVER7ME TILE ON F4. 5/8" TYPE ' X" E�T, FlNISN OU� StMIL4R TG W3. �"n RI CONC TIIfS UN ix4 HOR BATTENS ON 1M4 VER? BATTEN$ [tN P3 INTERIOCKING CONC FAVERS ON i" SMlD BED 6N 4" REINFORCED M12 FiOWEP. BOX ' OUn South Fron�ag� Road W�t � ; ViNYL COMPOSiT10N TILE ON F4 , W24 SAAIE AS W22 W/ 3' SOUNC 8A17 �SF�L EM�RE PERIMETER WiTH S � � � I.dl : �-F1tV,' ��u�'R iRl�� ` ' : �- ; ;. Colorxio81657 W5 3 4' Elf$ ON REINf C11U OR CGNC WALL. ELF-A�MERING WATERFR��OF MEMBRANE C)N t ?" CDX FlRE REIARDANi �ON�RETE SLAB WITN �NpWMf1T PIPING ON I,OMPACTED SU6GRAOE. , ✓ail ^"' � TNINSET TILE ON TkOWEIEG-ON MEMBRANE WATERPRqGFING ON � ACOUSTICAL CAULkING). PLYN'OOU ON 3 1 ;� PULYtSQCYANURATE INSULkT10N ON 5/�' X GYP P4 4° REINf COLORED CONC SIAB (WITN SNOWMEJ PIPING) ON CU�IPAC�C ' j6'��4'�4i3 i W6 1 1 2" :1f5 ON REiNF CMU OR CONC WALL SNTG ON MTL DEC� ON STL �RAAAIING (SCFEW PLrWQO� AND ALL � �a� i?0/a��-awc�e SLOPEf3 GROUT Fl�'_ (MINIIAUTA 1 " SLOPE) ON fa . � W25 tx6 NOM TdcG, �i-GROOVE CEDAR 5!DING OVER tx4 BLOCFMIG ON C�ISiRUCT10N BEL�W TI'IS IMU MTL DECh SJBGF.4DE. F ' 0 TNINSET TRAVERTINE TILE fWITH HONED SUFFACE} ON TROWELED ON � EFS ONIY' (NP �NSUlATION) ON REINf CMU OR CGNC WALL. BUIL�ING PAPER UN REINF CMU OR �ONC. � PS TMI�NSEr RAN�OM PATfERN STONE PAVING ON 4 REINf CQNC 5��;? '��^ A1B WP UN SIQPEC CkOUT FlLL (MIN 1" SLOPE) F4, W8 8" REINf CONC WISONRY UNiTS (P). W26 PROTE�IIQN BOARD OJER SELF-A�HFRiNG WAi�72pR0UFlNG OW 5/8" CGX � ��P� ROQfMG GN SELF ADHERING WATERPRpOF MEAIBRANE QN S/8' SNOWMELT VIPINGj ON �:OMPACTED SUBCRApE W9 8" CASE-IN-Pv�I.E CONG WALL FLYWOOD ON STL STU05 AT 16" OC WITH R15 BA'TT INSUUTION MIG nPE "X CYP SFffG ON MT� pECh: ON STL FRpMING. P6 4' t SL�JPED, RElNf SGLORED CONC S1A8 ('+YfTN SNOWMELT PIPWr• I , ihme� �Xfi�e `5_a:�t : W10 6� N�FA STONE JENEER ON RE�NF C�1U WALL. VAPOk BA4R!ER. R3 SAME AS R� EXCf�T WITHOU7 '+ HE 1/2� F�YWOOD ANG 3 1 %.' DkAINAGE LAYER ON ME WF ON CONC STRUCnJW1L SLAB. 16� "'1'� � I F POLYiSO�'YANURA'E �NSU!AilOt� �7 ;q�t a5 Qfi EuCEaT WrfH PATTERNECr, r.'OLORF.D GONC rpppitiC: = sunE c2 Bt 6" NOMINAL PRORLED HARDWOOD BASE (ST). W11 1 LAYER 5/3° TNE ° L^ GY'P Bp ON , � STU05 �N VAF'OR BARRIER. (: I IN tl�nver, Cob.ado 80202 Wi2 5 A" TYPE ')(" GYP 80 ON 1 2 RESILIENT CHANNEL� AT 24' 0 C ON 3 R4 AUHERRED EfOM R^vOFlN, ON SLPOfD CONf, FlL� (MIN 6" TOTp� THK Pg ^x6' REDWCJ00 OECKiNG SCREWEZ' 10 SLpOF.C` ''x 5LEEVER` Tel: 703/6z331S5 S:: 4' NOAIINAL PROFlLED HARDWOOD BASE (ST). � � � � G1 5/8" rYPE " X GYP B D ON SUSPENSION SYSTEM. WITH SNbWME�i1NG P!PING ON Mit �ECK ON STL FRAMING, � r � , ; � �ax: 303/623-2162 5/N" STUDS WfTH �' SOUND A?TENUATION 8ATi5 fSEAI ENiIRE PER�MEfER i � �)N '{ 1TEC'inN BvnN', 7P� �:flF �DHERINC• 'NATER�kO�?F ui i,+ I B3 6" NOMIMAL PkOFlLED SOFIWC�OD BASE (P). 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Wt ♦ 2 LAYER OF 5/8' TYPE "fC GYP BD ON 3 5/8" SNDS MATH 3" SOUND C4 2' X 4' ACOUSTICAL TILE CEWNG ON SUSPENSION SYSTEM. R7 SOII UVER 1 /2' DRAINAGE/PROTECTiON BOARD ON WATERPROOF M� �==- Sege be�g & � , 87 6" TRAVERTINE TRE BASE. ATfENUATION 6ATTS (SEAL EN11RE PERIMETER WfTH ACOUSTICAL CAULI(ING). C5 5/8" TYPE "X G1P SOF�IT BD ON SUSPQrSION SYSTEM PAINT. AIEMBRNdE ON SLOPED, CONC FlLLED A(TL DECK ON STRUCTURAL SiL. M � RUU�N SAWt+ lx� tF!M . Nnte : All notes may not be on every sheeL � 4' RUBBER BASE. W15 SAA1E AS W14 WfTH 6' STUDS INSTEAD OF 3 5/6 STUDS. � � p$ �,5 yy�TN R-30 KRAf7 FACED BATT WSULATION. RS PRE-FINISHED AfTL ON SELF ADHERING WATERPROOF MEMBRANE ON t /2' M2 ROUGN SANM 1x4 TRIM Associates �i B9 NO BASE. W1g 1 IAYER 5/8� TYPE 'X GYP BO ON 2 1/Y C-H S1UDS WfTH t' GYP C7 1" XG NOM T&C, Y-GROOVE CEDAR BOARDS ON 5/8' TYPE 'X GYP CDX FIRE REfARDENT PLYWOOD ON 3 1 /2" POLYISOCYANURATE M3 P,OUGH SAWN 2x2 TPoM. ' ' F�pORS : L1NER PANEI. (1 HOUR RATINC). SOFFff BD ON STL FRAUING. INSULATION (NI 5/8' IYPE 'X' SYP SHEATHiNG ON MiL DECK ON STL M4 ROUGH SAWN 2x4 TRIM. ArChItCCtS ! Ft 4' RE1NF CONC SIAB ON 4' GR4VEL ON COAIPACiED SUBGRADE (SEAL W17 2 V+YERS OF 5/8" ttPE "K' CYP ON 2 1/7' C-H STUDS WfTH 1° G1P (;g $AME AS C7 WITH R-38 KRAFf FACED BA1T INSUlAl10N. FRAMING. (SCREW PLYWOOD AND ALL CONSTRUCTION BELOW THIS INTO WHERE EXPOSED). w�-' LINER PANEL (2 HOUR RA11NG). MTL DECK) A�5 ROUGH SAWN 2z6 TRIM. P.CrA. I .A. I W1 3/4" EXT iINISH AND INSUlAT10N SYS (EIFS) ON 5/8' 7YPE "X' G1P C9 5/g' IYPE ' 1P CYP SOFFIT BD ON 2� Z CNANNELS AT 24" OC WITH 1 M6 ROUGH SAWN 2x8 TRIM. � r % THINSET CERAMIC TILE ON Ft . Wt8 1 IAYER OF 5/8" TYPE �X' GYP 80 ON 7/8" NRRING CHANNELS. 1/2' POLYISOCYANURATE INSULATION. PAVING : ARCHITECTURE � . SHTG ON G STU05 WfTH R - 19 UNFACED 8A1T INSULATION AND VB. W� g 1 IAyER OF 5/8" iYPE "X' CYP 8D ON 1 5/8' STL STUDS. M7 ROUGH SAWN 2x10 TRIM. PLANNING � VINYL COMWSITION T1LE OF Fi . C10 2 IAYERS Of 5/8" TYPE " IC CYP BOARD ON 2 1 /Y C-H STUDS P1 CONC PAVERS ON 1° SAND 8ED ON 3' RElNF CONC SLAB (WITH Fa 5 1 /Z" (TOTAL THICKNESS) REINF CONC FILL ON AIiL DECK ON STL M'2 > >/r EIFS ON 5/8` 1YPE " IC GYPSU4 SHEATHING ON 6 SNDS W20 1 IAYER OF 5/8" IYPE 'X GYP BD ON 2 t /2' Sil STUDS. WITH t" GYP UNER PANEL ( I HOUR HORIZONTAL RAtING). SNOWMELT PIPINC) ON DRAINAGE LAYER ON SELf-nDHERINC MEMBWWE M8 ROUGH SAWN 2x12 TRiM INTERIORS fRAAIING (SFAL WHERE EXPOSED). MIITN R- 19 UNFACED BATT INSUlAT10N AND VAPOR BqRPoER. �� pYER Of 5/8" TYPE "X G1P 8D ON 3 5/8" STL SiUDS. C11 NO FlNISHED CEIUNG - OPEN TO STRUCTURE ABOVE. W A T E R P R O O Fl N G O N C O N C R E T E S T R U C T U R A L S l A B. M 9 P R E-Fl N I S H E D A I E T A L f u 1 �N!N.; K� -. � ; �ILD �"� CARPEf ON PAD F4. w3 6' NOAf\ STONE VENEER ON BUttDING FAf'ER ON 5/8' 1YPE "X' GYP yy� � tqYER OF 5/8' IYPE °X' GYP BD ON G STL STUDS. P2 CONC PAVERS ON 1 1/2" SANO BED (WITH SNOWMELT PIPING) ON �A10 COPPER FIASHING (SW1PE n , ! �i THINSEf CERAMIC TILE ON F4. SHTG ON �i STUDS WITH R- 19 UNFACED BA1T INSUlATION AND VB. Wy3 2 IAYERS OF 5/8° IYPE 'X GYP BD ON 6' STL STUDS W/ 3� SOUND ROOF : COAIPAC1Ep SUBGRADE. M11 CIEFf SIWDSTONE CAP �a�� W4 1"X6" NOM idcG Y-GROOVE CEDAR SIDING OVER BUtLDING PAPER OVER R1 CONC TILES ON lx4 HOR BATTENS ON ix4 YERT 6ATTENS ON P3 INTERLOCKING CONC PAVERS ON 1' SAND 8ED ON 4' REINFORCED M12 FLOWER BOX. � 000 wu�r� Fro��qp� Road wm F? TNINSET TRAVERTINE TILE ON F4. &4TT. I 5�8" TYPE "X EXT, RNISH OUT SIUIIAR TO W3. SELf-ADHERING WATERPROOf MEMBRANE ON 1 /7' CDX FlRE RETARDANT CONCRETE Sli4B (WITH SNOWMELT PIPING) ON COAIPACTED SUBGRADE. Fdi S 4EAVV TIMRfR ', RIA� li ,_ A;d! � � � "� � iw'�J � I vail, Colaodo8165� FF VINYI COAIPOSITION TILE ON f4. W24 SAAIE AS W22 W/ 3' SOUND BATf (SEAL ENTIRE PERIAIETER WITH t Tel� 97W476-4433 WS 3j4" EIFS ON REMF CMU OR CONC WALL PLYWOOU ON 3 1/Y POLYISOCYANURATE INSUlAT10N ON 5/B' 'X' GYP p4 4" REINF COLORED CONC SlAB (WITH SNOWMELT PIPING) ON COMPACTED Fa,� v�da�a-u�s F'? THINSET TILE ON TROWELED-ON IIEMBRANE WATERPROOFlNG ON ACOUSTICAl. �LKINC). SLOPED GROUT FlLL (AIINIMUAI 1" SLOPE) ON F4 W6 1 ij2" EIFS ON REINF CMU OR CONC WALL. SHTG ON MTL DECK ON STL FRNAING (SCREW PLYWOOD AND ALL 5UBGRADE. W25 tz6 NINd T�, V-GROOVE CEDAR SIDING OVER tz4 BLOCKING ON CONSTRUCTION BELOW THIS INTO NTL DECK). ! i% THINSET TRAVERi1NE TILE (WITH HONED SURFACE) ON TROWELED ON � FFS ONLY (NO INSULATION) ON REWF CMU OR CONC WALL. gUILDING PAPER ON REINF CMU OR CONr. P5 THINSET RANOOM PATTERN STONE PAVING ON 4 REINF CONC SLAB "'+. ' �� YB WP ON SLOPED GROIIf FllL (MIN 1' S�OPE) F4. W8 8" RpNF CONC MASONRY UNRS (P). W26 PROTECTION 80ARD OVER SELF-ADHERING WATEftPR00fING ON 5/8' CDX R2 COPPER ROOFING ON SELF ADHERING WAIERPROOF MEMBRANE ON 5/� SNOWNELT PIPING) ON COIAPAC7ED SUBGRADE. TYPE 'lC GYP SHTC ON MTL DECK ON STL FRAAIING. P6 4�t SlOPEO, REINF COLORED CONC SLAB WfTH SNOWMELT PIPINC-; ' �d (h�rver CNfice W9 8� GSE-IH-PIACE CONC WNL PLYWOOD ON STL ST11D5 AT 16" OC WI7H R19 BATT INSUUifON AND � 16� � W� � i �q,,i ' W10 5� N01�1 $TONE YENEER ON REINf CAIU WALL VAPOR BARRIER. R3 SAME AS R1 EXCEPT WITHOUT THE 1 /Y PLYWOOD AND 3 1 /Y D(UINAGE IAYER ON MB WP ON CONC STRUCPJRAL SLAB. Sufte C2 - - POLYISOCYANURATE INSUTATIUN. p7 SAME AS P6 EXCEPT WITH PATTERNED, COLORED CUNC TOPPING SLa[ uenver, cobrado 80202 iil 6" NOAIINAL PROFiLED HAROWOOD 64SE ST . W11 1 LAYER 5/8" iYPE " X" GYP BD ON 6` STUDS ON VAPOR BARPoER C I INGS : Te1: 303J623•3355 � I R4 ADHERRED EPDM ROOFlNG ON 5lP0ED CONC FlLL (IAIN 6' TOTAL THK P8 2x6 REDWOOD DECKING SCREWED TO SLPOED 2x SLEEPERS � 16' Fa�r: 303/ez3-zz52 82 4' NOMINAL PROFILED HARDW000 BASE (ST). wi2 5/6" TIPE ' X G'rP BO oN 1 /2' RESIt1ENf CHANNELS AT 24" 0/C ON 3 C1 5/8° ttPE " X' GYP B D ON SUSPENSION SYSTEAI. WITH SNOWAIELTING PI%NG) ON M11 DECK ON STL FW�AIING. nN PRC�TE�,TinN R�aRD nN �.�LF n��HERiNC WnrFREronF n�E�g�a,yE �, 5/8" STUDS WITH �' SOUNO ATTENUATION &4TfS (SEAL EMIRE PERIAIETER C2 5/8' iYPE " X' GYP BD ON iUSPENSION SYSiEM WITH R-38 BATT R5 100SE WD BALLASTED EPDM ROOFlNG ON TAPERED INSULAiION ON ;, �" �'L i ' ATE '- 'K!; " " :'�' b : 6' NOMINAL PROFlIED SOFi1Y000 BASE (P). WfTFi ACOUSTICAL CAULKING). INSUTATION AND VAPOR BARRIER B�1 4' NOAIINAL PROFIIED SOFTN'OOD 80.5E (P) Wt3 SAA1E AS Wt2 wRH fi" SR1D5 INSTEAD OF 3 5 8' STUDS. T1'PE "X' GYP BD GN ARL DECK ON STI � RatAiNG g, �° X 4' NOAIINAL FlAT BASE (F1 � C3 ? IAYERS GF 1 /2" TYPE 'a' GYP BD ON STL STUD JOISTS WITH R6 COPPFR ROOFINC ON SEL� ADHERINf, V!A E ?.K 7� U, u�f� a �l; . , 7 - jF gAT1 INSUI '�TI�N AN� VAPOk PARRIFR ' �, s: PI ��W;` ' -_, cr. . . . 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I � Er45 0 �S . CJ A5 , 1 � A5. 1 a � � � � ��ortd L�d�O C��OOrr p�a� ;. � � n �� - A • � �, ' s�a�e : �/e� _ , • -o' � � ; N�� t CQPYR ! (; !- IT , _ _ - - - - - - - _ _ , . . . ._ _ � _�.. � �. . , , _ ,_ : - . _.,�,_ ._ .,�.__.:.s,�.�.,._ _ . . --.- . ._ � , � R7 �OIL UVER 1 /2' DRAINAGE/PROTECTION BOARD ON WATERPROUF �� _ . _ _ _ _ _ - _ ��uuu uUo�� B6 6" CERAMIC TILE BASE. W14 2 LAYER OF 5 8" iYPE ' X' CYP BD ON 3 5/S" STUDS WITH 3' SOUND C4 2' X 4' ACOUSTICAL TILE c.EIIJNG ON SUSfENSiuN SY�TEM �,_'_ _ I Pierce, 67 6' TRAVERT1NE TILE BASE. ATTENUATION BATTS (SEAI. ENT1RE PERIMETER WITH ACOUSTICAL CAULKING) C5 5/B" TYPE X GYP SOFFIT BD ON SUSPEN�ON SYSTEM PAINT. MEMBRANE ON SLOPED, CONC FlLLED 1,(TL DECK ON ;TRUCTURAL STL. Mi FOUI;n �NN ix? tRIM � Segerberg & I Note . NI notes may not be on every sheet. B8 4' RUBBER BASE. W15 SAAIE AS W14 M7TH 6" STUDS INSTEAD OF 3 5/8' STUDS. C6 SAME AS CS N7TH R-30 KRAFT FACED BATT INSUlATION. R8 PRE-fiNISHED MTL ON SELF ApNERING WATERPROOF AIEAiBRANE ON t/2' Al2 RWGH SAWN ix4 TPoA� ASSOCIateS B9 NO BASE. W16 1 IAYER 5/8" TYPE " K GYP BD ON 2 1 /Y C-H SiUDS WffH 1" GYP C7 1" X6" NOA1 TkG, V-GROOVE CEDAR BOARDS ON S/8' TYPE "X' GYP CDX FIRE RETAkDENi PLYWOOD ON 3 1 /2' POLYISOCYANURAiE M3 ROUGH 5AN'N 2x2 TRIM. I FLUORS : LWER PANEL ( 1 HOUR RATING). SOFFIT BD ON STL fRAMING. INSUU+TION ON 5/8" TYPE " Y SYP SHEATHING ON MTL OECK ON STL I A�ChItECtS F1 4" REINF CONC SUB ON 4' CRAVEL ON COMPACiED SUBGRADE (SEAL W� 7 2 IAYERS OF 5 8' TYPE "f� GYP ON 2 1 2" C-H STUDS WfTH 1" GYP FRAMING. SCREW PLYWOOD AND ALL CONSrRUCiION BELOW THIS INiO M4 ROUGH SAWN 2z4 TRIM WHERE EXPOSED , W-��S� � � C8 SAME AS C7 WfTH R-38 KRAFT FACED BATf INSULATION. P.C.-A. I .A. ) LINER PANEL (2 HOUR RATING). MTL DECK) ( AIS ROUGH SAWN 2x6 TRlld I f2 THINSET CERAMIC TILE ON F1 . Wi 3/4� EXT FINISH AND INSULAl10N SYS (EIFS) ON 5/8" TYPE 'X' GYP W�g i UYER OF 5/8" 7YPE " fC GYP BD ON 7/8" FURRING CFWNNELS. �9 5/8'� TYPE ' X" GYP SOFFlT BD ON Z� Z CHANNELS AT 24" OC WITH 1 ►Ab ROUGH SAWN 2x8 TRiu SHiG ON G STUDS WITH R- 19 UN�ACED BATf INSULAiION AND VB. 1/Y POLYISOCYANURATE INSUlATION. PAVING ' F3 VINYL COAiPOSITION TILE OF F1 . W19 1 LAYER OF 5/8 TYPE 'X' GYP BD ON 1 5/3' STL STUDS. C10 2 tAYERS OF 5/8" iYPE "X GYP BOARD ON 2 1 M7 ROUGH SAWN 2x10 iFIM ARCHITECTURE W2 1 1/2' EIFS ON 5/8" TYPE "X GYPSUM SHfATHING ON 6" SNDS /Y C-H SNDS Pt CONC PAVERS ON 1" SrWO BED ON �' REINF CONC SLAB (WITH MS ROUGH $AWN 2x12 TRIM I N7ERrIORS f4 5 1 /2' (TOTAL THICKNESS) REINF CONC FlLL ON A1TL DECK ON SR yy�{ R- 14 UNFACED BATf INSUlATION AND VAPOR BARRIER. W20 1 IAYER OF 5/8' TVAE �1C GYP BD ON 2 1 /2� STL STUDS. WITH 1' GYP LINER PANEL (1 HOUR HORIZONTAL RAi1NC). SNOWMELT PIPINC} ON DRAINAGE LAYER ON SELF-ADHERINC MEMBRANE FRAMING. (SEAL WHERE EXPOSEO). W21 1 LAYER Of 5/8" TYPE "7f GYP BD ON 3 5/8" STL STUDS. C11 NO FINISHED CE1t1NG - OPEN TO STRUCTURE ABOVE. WATERPROOFlNG ON CONCRETE STRUCTURAL SLAB. M9 PRE-FlNISHED AIETAL RASHING i ,�I,�Pf n , �ttall�D! F5 CARPET ON PAD F4. W3 5 NOM\ STONE VENEER ON BUItDING PAPER ON 5/8' TYPE 'X' G1P yyyy 1 LAYER OF 5/8' TYPE `X GYP BD ON G STL STUDS P2 CONC PAVERS ON 1 I /2" SAND BED (WITH SNOWMELT PIPING) ON IA10 COPPER FlASHING (SHAPE A Cf74�. cG F6 THINSEf CERAMIC TILE ON F4. SHTG ON K' STUDS WITH R- 19 UNFACED BATf INSULATION AND VB. RO�F : COMPACTED SUBGRADE. i F7 THINSEf TRAVERTINE TILE ON F4. W4 1'XG NOM T&G V-GROOVE CEDAR SIDING OVER BUILDING PAPER OVER W23 2 LAYERS OF 5/8" TYPE 'X GYP BD ON 6' SiL STUDS W/ 3' SOUND M11 CLEFT SANDSTONE CAF � 5/8" TYPE ° X' EXi, FlNISH OUT SIMILAR TO W3 �n R1 CONC T1LES ON 1x4 HOR BATfENS ON tx4 VERT &1TTEN5 ON P3 INTERLOCKING CONC PAVERS ON 1' SAND BED ON 4' REINfORCED M12 FLOWER BOX. � Mt�° � fis VINYL COIAPOSITION TILE ON f4. W24 SAAIE AS W22 W SELF-ADHERING WATERPRQOF MEMBRANE ON 1 /2" CDX FlRE RETARDANf CONCRETE SlAB (WfM SNOWMELT PIPING) ON C04PACTED SUBGRADE. 1000 Sarth Front�a Road We�t vail, Color�do 61657 �11 i HFAVY (IM9ER TP,�1� i`i� _ Ata!) ;H4i'! r. ,H(�WN! Te1: 9701476�4433 W5 3/b' EIFS ON REINF CMU OR CONC WAL1. SOUND BATT (SFAL ENTIRE PERIMETER WITH pLYW00D ON 3 1/2" POLYISOCYANURATE INSULATION ON 5/8" "X �1P p4 4' REINF COLORED CONC SLAB (WfTH SNOWAIELT PIPINC) ON CO�IPACTED Fax; 970/476�i6p8 f9 THINSET TILE ON TRON'ELED-ON MEMBRANE WATERPROOFING ON ACOUSTICAL CAULKING). SLOPED GROUT FH.L (MINtAfUTA i" SLOPE) ON f4 W6 1 1/2" EIfS ON REJNf CMU OR CONC WAIl SHTG ON MTL DECK ON STL FRAMING (SCREW PLYWOOD AND ALL g�g�RppE, i W25 ix6 NOM T&G, V-GROOVE CEDAR SIDING OVER 1x4 BLOCKING ON CONSTRUCTION BELOW THIS INTO MTL DECI( F� 0 THINSET TRAVERTINE TILE (WRH HONED SURFACE) ON TROWEIED ON W� EFS ONLY (NO INSULAiION) ON REINF CMU OR CONG wALL. BUILpING PAPER ON REINF CMU (N2 CONC. �' P5 THINSET RANDOM PATTERN STONE PANNG ON 4" REINF CONC SLAB (WiTti � A18 WP ON SLOPED GROUT FlLL (AIIN 7" SLOPE) F4 WS 8" R�Nf CONC MASONRY UNITS {P). W26 PROTECTION BOARD OVER SELF-ADHERING WATERPROOFING ON 5/8' CDX RZ COPPER ROO�ING ON SELF ADHERING WAIERPROOF MEMBRANE ON 5/S' SNOWMELT PIPING) ON COMPACTED SUBGRADE W9 8' CASE-IN-PU,CE CONC WALL. PLrW00D ON STL STUDS AT iG' OC WITIi Rt9 BATT INSULATION AND n"PE "X GYP SHTG ON MTL OECK ON STL FRAMING. P6 4't SLOPED, REINF COIORED CONC StAB (WITH SNOWMELT PIPWC:1 CN �- W10 6' NOM STONE VENEER ON REINF CAIU WALL. VAPOR BARRIER. R3 SAME AS R1 EXCEPT WITNOUT THE 1 /2' P111M00D ANO 3 1 /2' pRAINAGE LAYER ON MB WP ON CONC STRUCTURAL SlA6. 161�7 Wraz�9t. 81 G NOMINAL PROFlLED NAROWOOD BASE (ST). W11 1 LAYER 5/8" TYPE " X GYP 8D ON G STUOS ON VAAOR BARRIER �CE LINGS : POI-1'IS�CYIVJURATE INSUlATION. p7 SAAIE 0.S P6 EXCEPT WITH PATTERNED, COLOREO CONC TOPPING SLAb Suite C2 I F7 4" NOMlNAI. PROFILED HARDWOOD BASE (ST). W12 5/8� TYPE " K' GYP BD ON 1 2" RESIUENT CHANNELS AT 24' 0 C ON 3 R4 ADHERRED EPDM ROOFING ON SLPOED CONC FIL� (MIN � TOTAL iHK , Denver, Colorado 80102 CI 5/8' iYPE " X' G1P B D ON SUSPENSION SYSiEM. WITH SNOWMELTING PIPING) ON AfTL DECK ON STL FRAMING. P8 2x6 REDWOOD DECKING SCREWED TO SLPOED 2z SLEEPERS � 1 (i �_�_ Te1: 303/623-3355 5/8" SNDS WITH 3 SOUND ATfENUAT10N BATTS (SEAL ENi1RE PERIMEfER ON PRpfECT�ON ROARD ON SFIf ApNERING WATERPROOF MFMBPANE ^ti Fax: 3o3/6z3-2z62 B3 6� NONINAL PROFlLED SOf1W00D BASE (P). WITN ACOUSTICAt CAULKING). C2 5/8" IYPE ' X' G1P 8D ON SUSPENSION SYSTEM WITH R-38 BATT R5 LOOSE LAID BAIIASTED EPDM ROOFING ON TAPERED INSUUTION ON 5,'q" ?� �IA?r ` fqi �."i �;?f -- - - --- -- H4 4' NOA�INAL PROFILED SOFTMIOOD BASE (P) INSULATION AND VAPOR B,ARRIER. 1YPE °X' GYP BD ON MTL DECK ON STL FRAAIING --- -- --- - W13 SAIAE AS W12 WITH B" STiJDS INSTE4D OP 3 5�H" STUDS �;3 � ��p � ER; pF 1j?" TYPE "1(' GYP BD ON STI_ STUD JOIST� WiT�9 6, t" X 4" NOMIrIaL FLAT E3ASE (F') R6 COPPER ROOFlNG GN SELF ADHERING WAi�4PFl!i �f �A[ M�W��[ :pi ' R- 38 PAT' IN�lIV1T1(iN ANO VAPOR fiARRIER ( DX PLYWOOD ON STL STUD JOIST FtZiM!N � 2 3 � 2 2 3 - 4 0.8 1 2 5.0 3 s. 4 4.5 2 5 � A5. 1 a.o s As. , O O O O O O 2 O , 7 7.5 8 3 s. 9 ns. i 10 12 -0 27'-0" 27'- C' _ . 6.0 A6. 1 A6. O O O A O � _ � --- - - --- - - - -- --- - 12'-0" ou ��- - 6 27 -�-- -- -- - *---- - 2 ?'-6° , *- -- -� -- - --- -- -- - - �--- ---- - - -- -*- - zao -*--- 27'-0° -�I� - 27-0' 24 , * �r� �, ' B�* r- �o' � � 2'-0' � �2'_o. � � V 4"-6" i'- 7' 11'-51 /2' '-71/2' 9'-0' 8'-0" 22'-0° 18'-6' � ; g ..0" 22'-0' 9'-D' 2'-6" 7'-0" :�' - �K v _ _ 20'-0' 1 � 9'-0' � 18'-6' * ' u _ �. 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W15 SAAIE �S W14 WITF1 6' STUDS M15TEAD OF 3 5/B' STUDS. C6 SAME AS CS WffH R-30 KRAFT FACED BATT INSULATION R8 PRE-FlNISHED A(TL ON SELF ADHERING WATERPROOF 1iEMBRANE ON 1/7 1�2 ROUWi SAWN ix4 TR1�1 /�JSQC � ates 89 NO BASE. W16 � U+YER 5/� Tl'FE ' IC GYP 80 ON 2 1/2' C-H STUDS WITH i' GYP C7 1'X6' NOA1 TQcG, V-GROOVE CEDAR BOARDS ON 5/8' 7YPE 'X' GYP CDX FIRE RETARDENf PLYWOOD ON 3 t /7 POLYISOCYANURAiE MJ ROUGH SAWN 2x2 TPoM � FLO R : 11NER PANEL ( 1 HOUR RAiING). SOFFIT BD ON STL f'RAMING. INSUTAiION ON 5/8� TYPE ' X� SYP SHFATHING ON MTL DECK ON STL M4 ROUGH S4WN 2x4 TRIA1 Architects F1 4" REINF CONC SIAB ON 4' GRAVEL ON COA�PACTED SUBGRADE. (5EAL W17 2 LAYERS OF 5/8' TYPE °7(' GYP ON 2 1 /7 C-H STUDS Wt1H 1' GYP (� $AME AS C7 W(fH R-38 KRAFT FACED BATf INSUlAT10N. ��• (�REW PLYWOOD AND ALL CONSTRUCTION BELOW THIS �NTO M5 ROUGH SAWN 2x6 TRIM P.C.-A. I .A. y�ry{E� �ppgEp�, W-�� lJNER Pqp1EL (2 HOUR RA71NG). � �E�) �g 5/B' TYPE '1C GYP SOfFTT BD ON Z' Z CH+WNELS AT 24' OC WRH t M6 ROUGH SAWN 2x8 TPoM F2 THINSET CERAMIC TILE ON Ft . Wt 3/4' EXT FlNISH AND INSULATION SYS (qFS) ON 5/8" TYPE "X' GYP W�g 1 LAYER OF 5/8" 7YPE 'X' GYP BD ON 7/g' FURRING CWINNELS. 1 /r POLYISOCYANURATE INSULATION. PAVING : ARCHITECTURE F3 VINYL COMPoSfiION TILE OF Ft . SHTG ON 6' SfUOS WITH R- 19 UNFACED BATT INSULATION AND VB. yy� g 1 LAYER OF 5/8" 1vPE ' K' CYP BO ON 1 5/8' STL SNOS. C10 2 IAYERS OF 5/8' 7YPE 'X' GYP BOARD ON 2 1/7 C-H STUDS P1 CONC PAVERS ON t" S,AND BEU ON 3" REINF CONC SU46 (W�TH M7 ROUGH SAWN 2x10 TRIM PUNNING F4 5 1 /Y (TOTAL THICKNE55) REtNF CONC FlLL ON MTL DECK ON STL W2 1 1/2" EIFS ON 5/8� IYPE 'X' GYPSUAI SHEATHING ON 6" SiUDS W20 1 UYER OF 5/8" TYPE 'X' CYP BD ON 2 1/2" STL STUDS WfTH 1' GYP 11NER PANEL (1 HOUR HORIZONTAL RA71NG). SNOMIAIELT PIpING) ON DRAIWiGE LAYER ON SELF-ADHERING MENBRANE M8 RWGH SAYfN 2x12 TRIA� �IV1'ERIpIi$ FRAMING. (SEAL WHERE EXPOSED). WITH R- 19 UNfACED BATT MISUlATION AND VAPOR 9AFtRIER. wp � 1 �AYER Of 5/8' TYPE 'X' GYP BD ON 3 5/8� STL STUDS. C11 NO F7NISHED CEIIING - OPEN TO STRUCTURE ABOVE. WATERPROOf1NG ON CONCREfE STRUCTURAI. SlAB M9 PRE-Fl�tlSHED MEfAI FLASHiNG (SHAPE AS DEfAIIEDj � �5 CARPET ON PAD F4. W3 6" NOM\ STONE VENEER ON BUItDING PAPER ON 5/8" TYPE 'X' GYP WY2 � �pYER OF 5/8' TYPE 'lC GYP BD ON 6" STI. STUDS. P2 CONC PAVERS ON 1 i/2" SAND BFD (WRH SNOWIAELT PIPING) ON M10 COPPER MSHING (SFiAPE AS DETNLED). F6 7HINSEf CERAAIIC T1LE ON f4. SHTG ON 6' STUDS WITH R- 19 UNfACED BA7T INSUtAT10N AND VB. Wy3 2 LAYERS Of 5/8' TYPE 'X' GYP BD ON 6" STL STUDS W/ 3' SOUND ROOF : COMPACTED SUBGRADE. A111 CLEFf SANOSTONE CAP. �� W4 1'X6" NOA1 TdcG V-GROOVE CEDAR SIDING OVER BUILDING PAPER OVER Ri CONC TiLES ON 1x4 HOR BATTENS ON 1x4 YERT BATTENS ON P3 INTERLOCKINC CONC PAVERS ON 1" $AND BED ON 4' REINFORCED M12 FLOWER BOX. � � �+ �dH'e� F7 THINSET TRAVERTINE TIIE ON F4. �n ) IAi3 HFAVY TNd9ER TRIA1 (SIZE AND SHAPE AS SHOWN) SJ8' TYPE 'X EXT, FINISH OUT SIMILAR TO W3. $ELF-ApHEPoNC WATERPROOF MEAI@RANE ON t /7 CDX fIRE RETARDANT CONCf�iE SlA6 (WffH SNOWAIELT PIPING ON COAIPACTED SUBGR4DE. I vail 81657 FB VINYL COIAPOSITION TILE ON F4. W24 SAAIE AS W22 W/ 3" SOUND 9ATT (SEAL ENTIRE PERIYETER WITH � Te�: 97W4764433 WS 3/4' EIFS ON REINf CMU OR CONC WALL. PLYWOOD ON 3 1 /2' POLYISOCYANURATE INSULATION ON 5/B' 'lC GYP p4 4' REINF COLORED CONC SLAB (WITH $NOWAIELT PIPING) ON COAIPACTED � 9�wry��6.,« F9 THINSET 11LE ON TROWELED-ON ME�IBRANE WATERPROOFlNG ON ACOUSTICAL CAULKINC). SLOPED GROUT FlLL (MINIMUAI 1' SLOPE ON F4. W6 1 1/7 EIFS ON REINF CMU OR CONC WALL SHTG ON MTL DECK ON S1L fRAAIING (SCREW PLYWOOD AND ALL SUBGRADE. ) W25 tx6 NOU TkG, V-GROOVE CEDAR SIDING OVER iz4 BLOCKING ON CONSTRUCiION BELOW THIS MTO AffL DECK). F10 THINSET TRAYERIINE TILE (WITH NONED SURFACE) ON 1ROWELEO ON � � �NLY (NO INSUUiION) ON REINF CMU OR CONC WhLL. �11LDING PAPER ON REINF CAIU OR CONC. PS THMISET RANOOM PATTERN STONE PAVING ON 4' REINf CONC SlAB (WITH MB WP ON SLOPED GROUT FlLL (MIN 1' SLOPE) F4. W8 8� RONF CONC MASONRY UNITS (P). Yf26 PROTECTION BOARD OVER SELF-ADHERING WATD2PR00�'ING ON SJ8' CDX R2 COPPER ROOFING ON SEIF ApHERMG WATERPROOF MEAIBRANE ON 5/8' SNOWAIELT PIPINC) ON COAIPACTED SUBGRADE. W9 8" CASE-IN-PIACE CONC WALI.. PLYWOOD ON STL STUDS AT 1G OC WfTH R19 BATf INSULATION AND �E ' X GYP SHTG ON MTL DECK ON STt FRAhIING. P6 4' t SLOPED, REINF COLORfD CONC SLAB (WI1H SNOWMEIT PIPING) ON BASE : W10 �' NOM STONE VENEER ON REINF CMU WALL. W�POR BARRIER. R3 SAA1E AS R1 EXCEPT WITHOUT THE i /2" PLN400D AND 3 1 /2" DRNNAGE IAYER ON MB WP ON CONC STRUCTURAL SLAB. 16�W'D°Q �' POLYISOCYANURATE INSULATION. p7 SAAIE AS P6 EXCEPT WITN PATTERNED, COLOREp CONC TOPPING SIAB Danrer, �Colondo eo2o2 B1 6" NOMINAL PROFILED !+�QOD EfA:E (S� W11 1 IAYER 5/8" TYPE 'X' GYP 8� ON 5 SiUDS ON YAPOR 9ARRIER. C I ING : R4 ADHERRED EP�A ROOFING ON SLPOED CONC FlLL (MIN 6" TOTAL THK Te1: 303/623-3355 W1y 5/8" TYPE 'X' GYP BD ON 1 /Y RESILIENT CHANNELS AT 24' 0 C ON 3 P8 2x6 REOWD00 �ECKING SCREIMED TO SLPOED 2x SLEEPERS a 16" OC Fac: 303l623-2262 g2 4� NOYINAI PROFILED HARDM'0(N'1 BI�SE (�. � C1 5/8� IYPE �X GYP B 0 ON SUSPENSION SISTEM. WITH SNOWAIELTING PIPING) ON A(il. DECK ON STL FRAAIING. ON PROTECTION BOARO ON SELF ADHEPoNG WAIERPROOF AIEAIBRANE ON 5/8'' STUDS WITH � SOUND ATTENUAiION BATTS (SEAL ENTIRE PERIMETER C2 5/8" TYPE �X GYP 80 ON SUSPENSION SYSTEM Wfi}i R-38 BATT RS LOOSE WD BALLASiED EPDIA ROOFlNG ON TAPERED INSUL4TION ON 5 8" STL PIATE STRUCTURE. 63 5 NOINWIL PROFILED SbFTW00D BASE (P). WITH ACOUSTICAL GUU(ING). / (----- 84 4 NOMIW�I. PROFILED SOfiM�00D BASE (P). W13 SAAIE AS w12 WfTH 6� SiUDS INSTEAD OF 3 5/8' STt10S. �NSULATION AND VAPOR BAftRIER. IYPE 'X' GYP 8D ON 61TL DECK ON STL FRAMING. C3 2 LAYERS OF i /7 TYPE ' 1C GYP 8D ON STL STUD JOtSTS WffH R6 COPPER ROOFING ON SELF ADHERING WATERPROOF MEMBRANE ON 5/�' 85 1' X 4" NOMINAL FlAT BASE (P). R-38 BATT INSULATION AND VAPOR BARRIER. CDX PLYWOOD ON STL STUD JOIST FRAAIING i i ' 2 3 1 � 2 /'\ 3 4 � 0.8 Ot O2 s.o � s.o 4 4.5 O ,os. O ns. i 7 7.5 ( 0 1 A5. 1 O as. i 10 2 1 2 � 3 , � 12'-0' 27'-0' 2 � a' 2a=0` 6 .0 6. 1 27'-0° 6. 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' � ' p 3- 0" j� � _ _ T ' . .' i � I � • q + .+ y � � _ .. \``' � 'k o / } � r - g� � � g� � 9 � � , � I � � � I � 5� � 9 i i � O � � SHTG I �� " t"'� �:12� �!` � . _ , ' T/0 SHTG T 0 �ITG ' C"'� _"._f h� !., � i: i � � i C C.3 + �.q + � � 1 0 SHTG El 112 -4 5 B Ei 112 -4 5 8 T L1 SHTG ' _ � � .�` �� + _ � �` � Y� � E 09'- 5/B �`� � ° 3. 1 T 0 SHTC T 0 SHTG EL 120 -2 5 8 EL 120 -2 5 8 ° � � � / � � '-� � r.� , �L 112 -4 5 8 � � � - R6 r� �* �.3 �� EL 114 - 3 1 8 � � EL 118-O 1 /8G � EL t 16'-4 �8G � `� � ' � -�--� i ^ ' � � �I _ _ T 0 SHfG r o ; - -- - EL 102 - 10 5 S �:, �,. i , r� ^ PARAPET WALI REVERSE DORMER - - 3 9 - -� � O I O � - �c '� 1 0 SHTG" � � I � �•i � � i � ' �I � �6 � EL 109'-6 1/ � � � ; .,� "' T 0 SHTG �` . 1 I F� 1 : 1 (; - - u;� T 0 SHTG I i �L�' io T 0 SHTC �n T 0 SHTC �o T 0 SHTG !�- 2, El I14 -7 7 8 EL 121 -4 5 8 I EL 21 '-4 5/8 I EL 121 -4 5 8 ( OW) � T 0 SH G � EL 109�- ' i I � � OQ � �. H+ - -t`�"_ �1 2� I 5, ' 7 ` I -� EL 112' -4 5/ ' � i 5.0 I 5.0 * ��i i � �i� �' � r o srnc ' � ,, 2 , I � ' � � • � � I 0 SLAB 0 DRAI � EL 13'- 10 1/8' � 6 i / � EL 113�-2" I RICKEf I i I � � �j .� � I MECFiANICAI �'-0' '-0' j� i � GUTTER ' I °; j O / � l � � i � �R4 � CNIMNEY �I�' �� DOWNSPOUT o I ° gg ry v � �[� � (n'P) r o sHrc --1 " �, . )� � � 3 .4 _ _ -- -- - 3. 5 � � � ��\ "'r"7C��• i y� �§;j� � � . EL 115' -6 S/8' �`y :f - ; T 0 SHTG � �. 2 I � 0 SHTG �I � l ; - ---� �f �' I I ri EL 109 -6 1 8 I a. 1 � EL 107 10 7 8 r 5 i -. _-� ' ; 3.7 % • \ a ROOF AC SS HATCH A?. 1 I � I / '9/\ ,,� i I � � � � 3.2 I � T 0 SHTG /� 9 � 0 SHTC . 1 + ' �i � �� 4. 1 EL 113' -3 3/4" � 6 I `�, �, �, � 1 4. 1 ^ I K I � i E� , o -3 , 4 E�-s'- � --� � �'-o" s-o• I � � r o sHrc E (@ MAIN ROOf) ,' / 0� �' \ l I � - - -- _ � �Ic - I , EL 109'-6 1 /8y _ I � O � i 0 WALI � 12�2 � 3.6 CRICflE� T 0 SHTC � � � O Revisions: . i l e I � �. �� ue' -a � , � ia -o s s' � t; I .,� � � ��? / L 1 4' -3 1 /4' EL ttfi-6 3 4 0 SLAB 0 D N rR4 I 0 SHTGLOW I � , �"� CORE SHELL Il/7/97 I T 0 SHTG � 3.4 � � � y " � - � EL 118 -3 5/B EL 114' - 10' 4 111 'T10 7/8 El t06'-2 5/8' I 3. 1 4 I , � I � � i � � V �� - � �- 1 I � � � R�� I T 0 SHTG I T 0 SHTG � - ' � � / . � ' I � - - EL 112 -4 5 B SNOW FENCE I , ? 0 SHTG 6' � � B_ 12 � I � A I2 e_ � 2 � i - . I 3.6 EL tZi 4 5 8' A. R6 O 3. 7 �,� t-=-� _,�,y � i RE DETAIL 311 F EL 108 - 3 3 ' 3.4 � HEATED DECK � �"- O � I " CI Q 3. 11 �- ELEVATOR REUEF NT FIREP FWE . REVE E RMER O � f� � I - - - - - T 0 SHTC HIGH - - -- - T/0 SHiG � F.2 �, _. i T 0 SHTG � -�-� R6 �'°'�=-==�=- ?y - - �� A EL lOB' -4 5 8" - r�- � � _�.r . _ - ;r' _ _ El 105 - 1 5 8 i 2 � �;:�a sF EL 108 -7 5 8 i. . 1'- 0' , r . 1 i i � i � � ` Y ' I o , 0 6.5 - - - - - - -- � ,�- � _ °-- - _ A-x _ �� 2u o ; 3. 9 ; F.8 � i F. 6 O ,� � � o . ,:�u=�� c: _��.��t��-,s�a T :�� _ .�r�� z :a��_ _ 4 � (�- � 4 3. � = � , � 1 � � .:. . --. . � � 3.3 � - o - - - - �' 3. 1 ' E- _ M � EL 112 -6 3H4C EL 106 -2 5 8 3.9 SIM 2 _ -� ^ � I G �Ic - _ _ _ _ 6' -- - o � O � I 3.5 3' � T 0 SH T G r. � � � T 0 S H T G ;., p _J i EL 112' -4 1 8 I EL 11Y-4 1 8' r , �-- - - - - - i �F' '�' G.4 s , � � I , � �-/ � I 3.5 � I � ' ' ; i o � _ ._ � o ; � , ROOF IAATERIAL i �; I Rt UNO _ L- - c- � � Date: NOV 7 ,1997 I 4.� � `G I Project No: 19017.00 � � , ` �7-0' z'-o' � io'-o' r-o' io'- j � Drawn by: IndaCAD �� -_ � I �z , ,2•-0' zr-o• ' zr-o• ;, 2a=o• ' zr-o• zT-o' Za'-o' zr-o• z -s' r - ,r ,�- - --- -*--- - -� -- --- -- -- --�-- -*-- ,� - - - - -- --�j � Checked by: u �_- 24'-0" - -- -- ------ -- - -- - - --- - - ---- - ----- --- - - --- - -- -- �TI ` , - -- - -- - - - - - -' - --- - 3 - - - S� � �{ � O O � A � 3 O 4.5 2 O � O Z 7 7.6 O 3 s. s S.6 B O 4 6 10 6. 5 7. 6.4 6.4 6. 4 6 . 7 .0 � , , 2 3 1 2 5. 1 5. 1 5. 5. 5. 1 � A5. 1 � f�� ll ��((allJll i� � � � , � � • � � 4. 0 � �� Scale 1 /8' = i '-0" � A I : � � � �; � NOR i n iC j COPYRIGHT ; � � � -- - -- -------- - -- - � J � - . - - - - . , , �; - - -- - - - - - - - --- - - - -- - ----- - _ - _- � ------ - --- - -- --- . -- _ _ - --- --- ------- --- -- _ _- - - --- --- - _ _ - --- - -- - _ - - - - - - -- �' �� lCt�1 ��C�� M�sc _: � Pierce, ; �, B6 G CERAMIC TiLE 64SE. W� 4 2 IAYER OF 5/g' TYPE ' lC GYP BD UN 3 5/3" STUDS WITH 3' SOUND C4 2' X 4' ACUUSTICAL TILE CEIUNG ON SUSPENSION SYSTEAI. R7 SOIL OVER t /2' DRAINAGE/PRpTECT10N BOARD ON WATERPROOF Segerberg & 87 6� TRAVERTINE TILE BASE. ATTENUATION BATfS (SEAL EMIRE PERIMETER WITH ACOUSTICAL CAULKING) C5 5/8" TlPE �X GYP SOFFIT BO ON SUSPEN�ON SYSTEG PAINT. AIEMBRANE ON SLOPEO, CONC FlLLED MTL DECK ON SIRUCTURAL STL Mt FUU�.F� �AWN 1x2 TWM ; Note NI rrotes may not be on every sheet, gg 4' RUBBER 9ASE. Wi5 SAME AS Wi4 WITH G STUDS INSTEJ� OF 3 5/8" STU05. C6 SAME AS CS WITFI R-30 KRAFT FACED BATT INSIJLAPON. R8 PRE-FlNISHED MTL ON SELF ADHERING WATERPROOF MEAIBRANE ON 1 /7 M2 ROUGH SAWN ix4 TRIM. ASSOCIateS � 89 NO BASE. Wi6 1 IAYER 5/8" iYPE ' 1P' GYP 8D ON 2 1 /7 C-H SiUDS WI1H 1' GYP C7 1' X6" NOM T&G, V-GROOVE CEDAR BOAROS ON 5/8" TYPE " X' GYP CDX FIRE RE7ARDENT PLY9400D ON 3 1/T' POLYISOCYANURATE IA3 ROUGH SANfN 2x2 TRIA1 I ' FLOORS : LINER PANEL (1 HOUR R411Nf,). SOFF(T BO ON STL FRAMING. INSULATION ON 5/8" TYPE "X SYP SHEATHING ON MTL DECK ON STL I I Arch itects I ', Fi 4' REINF CONC SLAB ON 4" GRAVEL ON COAIPACTED SUBGRADE. (SFAL W17 2 LAYERS OF 5 8" TYPE ' X' �CYP ON 2 1/7' C-H STUDS WITH 1" GYP FRAMING. (SCREW PLYWOOD AND ALI. CONSTRUCTION BELOW THIS INTO M4 ROUGH SAWN 2x4 TRiM I WALLS � C8 SaME AS C7 wITH R-38 RRAFT FACED BATf INSULAiION. AITL DECK) M5 ROUGH SAWN 2x6 TRIM P.C.-A. I .A. I WHERE EXPOSED). IJNER PANEL (2 HOUR R4TING),, C9 5/8" TYPE "X' GYP SOPFIi BD ON 2' Z CFiANNELS AT 24' OC WfTH 1 � W1 3/4' EXT FlNISH AND INSULATiON SYS (EIFS) ON 5/8" T(PE " X' GYP W�g 1 tAYER OF 5/8' TYPE " X' fA'P BD ON 7 8" fURRING CFiANNELS. PAVING : M6 ROUGH $AWN 2x8 TRIM. I F2 THINSET CERAMIC T1LE ON Ft . I i /2" POLYISOCYANURATE INSUU+TION. ARCHITECTURE F3 VINYL COMPOSITION TILE OF F1 . SHTG ON 6' STUDS WITH R- 19 UNFACED BATf INSULATION AND VB. w� g 1 IAYER OF 5 8" TYPE "K GYP BD ON 1 5/g' STL SNDS. M7 ROUGH SAWN 2x10 TRIM. � C10 2 V+1'ERS OF S/B iYPE " X' GYP BOARD ON 2 1/7 C-H STUDS P1 CONC PAVERS ON 1" SAN� BED ON 3' REM1f CONC SlA6 (WITH PLANNING , F4 5 1/2' (TOTAL THICKNESS) REINF CONC FllL ON AITL pECK ON STL W2 1 1/Y EIFS ON 5/8" IYPE ° X' GYPSUM SHEAiHINC ON G STUDS Wp0 1 LAYER Of 5/8� iYPE 'X GYP BD ON 2 1 /2� STL STUDS. WITH 1° GYP LINER PANE(. (1 HOUR HORIZONTAL RATING) SNOWIAELT PIPING) ON DRAINpGE IAYER ON SELF-ADHERING NEMBRANE M8 ROUGH SAWN 2x12 TRIM INTER►ORS FRAAIING. (SEAL WHERE EXPOSED). WfTH R- 19 UNfACID BATT INSULATION ANO VAPOR BARRIER. Wp � � UYER Of 5/B' IYPE 'X GYP BD ON 3 5/8' STL SNDS. Cit NO FlNISHED CEIUNG - OPEN TO STRUCTURE ABOVE. wATERPR00FING ON CONCRETE SIRUCTURAL SlAB. A�9 PRE-FINISHED METAL FtA;iilr� : ( ,HnF� A ; fiETaILE! , f5 CARPET ON PAD f4. W3 6" NOAI\ STONE VENEER ON BUIIDING PAPER ON 5/8� IYPE 'IC GYP W22 1 LAYER Of 5/8' TYPE 'X GYP BD ON 6' STl STUDS. /2" SAND BED (WITH SNOWMELT PIPING) ON M10 COPPER fLASHING (SHAPE AS DEfAILtD , P2 CONC PAVERS ON 1 1 , F6 THINSET CERAMIC T1LE ON F4. SHTG ON 6" SiUOS WITH R- 19 UNFACED BATT INSUTATIfNJ AND 1B. Wy3 2 LAYERS OF 5/8" 1YPE ' lC C�'P BD ON 5 STL STUDS W/ S SOUND ROOF : COA1PACiED SUBGRADE. M11 CLEFf SANDSTONE CAP. �y� �� I W4 1' x5' NOM T&G V-GROOVE CEDN2 51DING OvER BUiLDING PAPER OVER P3 INTERLOCKING CONC PAVERS ON i' SAND BED ON 4' REINFORCED F7 THINSET TRAVERTINE TIIE ON F4. 9,ATT. R1 CONC TILES ON Ix4 HOR BATTENS ON ix4 VERT BATfENS ON M12 FLO'NER BOX. t0005anfiFront�e Roadwet 5/8' TYPE "X' EXT, FINISH OUT SIMILAR TO W3. ' SELF-ADNERING WATERPROOF MEMBRANE ON 1/2' CDX FlRE RETARDANT CONCRETE SLAB (WITH SNOWAIELT PIPING) ON COMPACTED SUBGRADE. Mit HEAVY ilA16ER TRI�A (SIZE 4ND SHAPE -` ':H�:�Wt� � V�fl Cotaado97657 � t N VINVL C011POSfTIQN TILE ON F4. W24 $AAIE AS W22 W/ � SOUND BATT (SEAL ENTIRE PERIMETER WITH Te�: 97N476-4433 � WS 3/4' EIFS ON REINF CMU OR CONC WnLI.. PL'rW00D ON 3 1/2' POLYISOCYANURATE INSUtAT10N ON 5/8" 'X GYP P4 4' RE1NF COLORED CONC SU1B (WITH SNOWAIELT PIPING) ON COMPACTEC Fa�c 97Wa�e�oe F9 THINSEf TILE ON TROWELED-ON MEMBRANE WATERPROOFlNG ON ACOUSTICAL CAULKING). W6 1 1 /2' EIFS ON REINF CMU OR CONC WALL SHTG ON MTL DECk ON STL FRAAIING (SCREW PLYWOOD AND ALL SUBGRADE. � SLOPED GROUT FILL (MINIMUi� 1" SLOPE) ON F4. W25 1x6 NOM TkG, V-GROOVE CEDAR ,SIpING OVER 1X4 BLOCKING ON CONSTRUCTION BQOW THIS INTO A1TL DECK ' F10 THINSET TRAVERTINE TILE (WITH HONED SURfACE) ON TROWELED ON � EFS ONLY (NO INSUUTION) ON REINF CAIU OR CONC WALL. BUILDING PAPER ON RE1NF CAIU OR CONC, �' P5 iHINSEf RANDOAI PATfERN STONE PAVING ON 4" REINF CONC SLAB (WITI. j MB WP ON SLOPED GROUT FILL (MIN 1' SLOPE) F4. W8 $ RE1Nf CONC AIASONRY UNITS (P). W26 PRpTECTION BOARD CNER SELF-ADNERING WAiERPR00FlNG ON 5/8' CDl( R2 CQPPER ROOfING ON SEIf ADHERING WATERPROOF MEMBRANE ON 5/8 SNOWMELT PIPING) ON COMPACTED SUBGRADE. � � W9 8" CASE-IN-PLACE CONC WALL PlYW00D ON STL STUDS AT 16" OC WITH Ri9 BATT INSUlA710N AND n� "x � �G ON AfTI DECK ON STL FRAAIING. P6 4"t SLOPED, REINF COLORED CONC SLAB (WITH SNOWMELT PIPING ) nN Dern+.* OHke BASE : W10 6' NOM STONE VENEER ON REINF CMU WALL VAPOR BARRIER, R3 SAh1E AS RI EXCEPT WITHOUT TME 1 /2' Pu1N00D ANO 3 1 /2' DRNNAGE LAYER ON p8 WP ON CONC S7RUCTURAL SU+B. � bi � w'ms�- ! POLYISOCYANURATE INSULATION. I �'� � 81 6" NONINAL PROFlLED HARDWOOD BASE S? . Wl l 1 IAYER 5/8" TYPE " lC G1P BD ON G STUDS ON VAPOR BARPoER. �CE LINGS : P7 SAME AS P6 EXCEPT WITH PATTERNED, COLORED CONC TOPPING ` iI�B Denver, Cobrado 802p2 I � � R4 ADHERRED EPDU ROOFING ON SLPOED CONC FlLL {MIN 6" TOTAL THK 7e1: 303/623-3355 P8 2z6 REDWOOD OECKING SCREWED TO SLPOED 2z SLEEPER� cd i� i�_ � FZ 4" NOh11NAL PROFILED NARDWOOD BASE (ST). W12 5/8` TYPE � X' GYP BD ON 1/2` RESIUENT CHANNELS AT 24 0/C ON 3 Cl S/8' iYPE " X' �YP 9 D ON SUSPENSION SYSTEIA WITH SNOWMELTING PIPING) ON ARl DECK ON STL FRAMING. � � ppJF i,,ti Fau: 303/623-2262 !i 5/8" STUD$ WftH 3" $OUND A7TENUATION 6ATT$ (SEAL ENTIRE PERI►IETER ON PROTECTION BOARD ON SELF ADHERINf WAIERPR00F MEM _ _ _ , B3 6' NONINAL PROFlLED SOFlWOOD BASE (P). WITH ACOUSTICAI. CAULKING). C2 5/8' TYPE ' K' G1P bD ON SUSPENSION SYSTEM WITH R-38 BATf R5 LOOSE LAtD BALLASTED EPDM ROOFlNG ON iAPERED INSULATION ON ` '?," T� ! ^.�E S,TR� i� T',1RF ___ INSUUTION AND VAPOR BARRIER. 1YPE 'X' GYP BD ON AITL DECK ON STL FRA�IING. i P3 4' NOAIINAL PROFILED SOFIWOOD BASE (P). W13 SAME AS W12 WffH 6" STUDS INSTEAD OF 3 5/8' STUDS. C3 2 LAYERS OF t Z" iYPE ' 1C GYP BD dN STL STUD JOISTS WITH � BS 1" X 4° NOMINAL FLAT BASE (P). � R6 COPPER ROOFlNG ON SELF ADNERING WAT`rR�ROt1F !,�E�1Bk/+NE ��'J , R l8 BAr INSUtAT10N AND VAPOR BARRIFR CDK PLYWOOQ ON ;Tt STUD !OIST FRAAIIN�, I , � i i i � i i I � 0.8 0 0 2 2.8 0 3 a 4.5 0 � 0 6.� 2 �.� �.6 0 3 8.6 0 4 � � � � 5.0 S. 0 A5. 1 A5. 1 A5. 1 A5. 1 � j i � � � I � I � � I II � OCC IU 12 i � 4 � II I I w IN B �• ' ` ,'` �' ' -� �� \�,� L� HM N - --- �- - -- � -- -- L- . - � ,cn�r - .L � ' I I I � � ' � I i �� $� 12 j�� ..._ t2 � 8r 12 12� 8 � � �� ° 4� %�� 4 5� � 5 � � . 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" , �+ � a , uu� Mu� h:K f � �� „ 1 , n, ao , v v ) v : � � 72' -a" ,_ _ _ . _ . _ __ .__ _ _ - Note: Eztern:�, � i � Gorage Level w�ndow �� 64' -6° '� O�f�� {t? r� ' � � � ,p ,� { � i , , ; � L------ -� ' 10 9 O 7.5 � � O 4.5 O O O O 0.6 Revisions: - 4 � 3 2 1 3 2 ' S. 7 A5. 7 A5. 1 5. 1 5.0 5 C � CORE/SHELL 11/7/97 I - . . . . iI I � i i �� p 1Z � � f D cc xx r�w , r 5 (-' �5 Y U EE � r �5 r ww �oc c cc � � �- � 2 � 5 � � N 51=, " /\\. , � 5 �' S �, "� \ � 12 15 N � � 12 � y - - - - - - - � 12 q� , __- - - / � � �'�, -- S I- - -1 5 � � I 5f N -- yJ i � ' "' ! . II � _J -� - - % � N . '� 5 � I _-� 1 T `� i N UU ' � , zx uu � ' � 5 12 � 5 RR - f � ; �' , � � � � � � � � - _ - FUC�tf ' L?vE� �l � � i�11�11'� N � � � � , � � � � _ -� - - - - - -- � - � -- - ---- - - � �� 103, _ 0" rw � � � � � � � � w w � � _ _ '� � � I � � � �� xx �� - ,, � � - p �r�, ��o xz I ' � � �� • , r � � I , ! � � � ' � � �� i � � I i� 'r + � ► I I , r , , , � i r i � � r � i � i J � � � � � Third Level I 14 ! � ( ; � I I i i � j j , ' � 6 I � ww w � ww g,3� _ 6 c u w , -r- � " ) � � � , � � � i, . � ii � il � � i_ � • UU • � � � %% ! � i � � W � �,�. : � N I ' ' � I 'i - . � � � � ' � � ' ii � � - � � I i ' � � � ',, � � n � J� I' �_ � I� � . - � � � � � ' i '� �� I � � � I � ' ` I � ' �� 1 I ' r '.- � . , i t - � - ---- - -- � f ( T i ' i i � �I � � I a� � Second Levei t � , � ; �� , � I „� I� � � '� '� ! � � 7 � li 7 � ; � I �� I � �( �� - -- -- � - - - $ -- _ -- i-; I - A ( A A 4 � � A1 , i �I 84' � �' � � - 1 � D • N V 7 y97 z: ate. O , . i � . , _ � . -- - - - --- - � ' ,r i �c . y1_ : _ e I , � � I Project Na _ 19017.00 '' _ First Level Y ' ' ,� � � � „ - -- --- - - - ' , - -- ----- --- - , � _ , _ . � ;. . _ , , - _. - . . . , . ; , , I „ � 74 - 0 '- � - i -- ' Drawn by: IndaGD ', _ � ; ---- - - - :� � First Levei (Portial ) , � , , ,l . rChecked by: - I s_ � 7n� _Or � ' . . . � � uu ! � uu > uu , o l uu � uu � o � vv ; , zx � �: wx � xx , w ; ( N ( r , r �, u � � -- - - �? �'i �_J \�' �� -�� ._. � . , �� ._ .' ._/ � __/ - .� �.� �`. � �/ _._ .__ .- _ . . __ _ `., f $F1feI � � 2 ' � '�� Garage Le�,el � � "� � 64'- 6" ` j . I v ' �Oa�G� C�C�M��O(� �: I � Scaie ! /8� _ ? ' - '� � � O - A ' C COPYRIGHT -- - - -- - - — -_. _ . =— - - _ _ — = � _--��-- — -- - . .- - - - . � � - - . . _ _ . '-> � . . . • - _ . . �. ' T"�A . ..: . . � . . , ``.= i . — _ ' . . . . . . . _ � . . . . . ,. � . . . . . . . . . : . . .. . . . . . . . . . _ . '2^I]"�� ' . . ._ - _ �_' ' � ... . _ '_ ' _ . " • _- ' ' ':'!' �_.' ' . . .. - ' - � . �� . . . . . _ > � . ' ' . . . . � . _ _ � T , . . . ... . . _ " _ ' _"� . . . - . . . . '� ' ' , ' . . " ' ` � . .. . -_ . S . . _ __ _ . ._ _. _ . _ _ _ . . _ _ . . . _ _. . . . _ . _ _ -. _ .. _ _ . . . _ _. _ _. "_ .. _ _ . _ _ __ . __ - _. . _- _ . _ _ ' _ . . _ _ __ .- _ . . _ _ __ _ . _ ._ _ .. . _ . _ . . . _ - _ --"_ ._ " " . ._.. __ _ -- __ I � (� �( Pier�e , �; � �V�� OO lS�� B6 � CERAAItC TILE B,4SE. W14 2 IAYER OF 5/8� TYF'E �X GYP BO ON 3 5/8" STUDS WITH 3" $OUND C4 Z' X 4' ACWSTICAL TILE CEIUNG ON SUSPENSIUN SYSTEII. R7 SOIL (�VER I /2' DRAINAGE/PROtECTION BUARD ON WAiERPR00F M - B7 � �py�7� � g,qgE ATTENUATION BATTS (SEAL ENTIRE PERIMETER WITH ACOUSTICAL CAULKING). C5 5/6' IYPE 'X GYP SOfFfT BD ON SU�ENSION SYSTEAI PAIN?. MEAIBRANE ON SLOPED, CONC FlLLED Ilfl DECK ON STRl1CTURAL STL � � _., �,>' i ,�+viti ' . : ' � ,r� Segerberg & Note . NI notes may not be on every sheet. g$ 4' RUBBER BASE. W15 SAA1E AS W14 WfTH 6' STUDS MSTEAD OF 3 5/� SNUS. C6 SAME AS CS WITH R-JO KRAFT FACED BATT INSUlATION. RS PRE- RNISHED A(Tl ON SELF ADHERING WAIERPROOF MEMBRANE ON 1 /7' M2 kUUGH $AWN lx4 Tklti� �SSOCIateS B9 NO BASE. W16 � ��R 5/8' TYPE "X' GYP BD ON 2 1 /Y C-H SiUDS WITH 1" G1P C7 1" R6' NOM TdcG, V-CROOVE CEDAR BOARDS ON S/8" 1YPE '7C GYP CDX FIRE REIARDEM PLYW000 ON 3 1/2" POLYISOCYANURATE A13 ROUGH SAWN 2x2 TRI� =�(jt�RS : INSUUnON ON 5 8' TY�E "7C SYP SHFATHING ON MTl DECK ON SiL Architects LJNER PANEI (1 HOUR RATING). $OFFfT BD ON STL FRAMING. � A14 ROUGFi $AWN 2z4 TRI�� P,C.-A. I �A. � W17 2 LAYERS OF 5/B' TYPE 'X GYP ON 2 1 2' C-H STUDS WRH 1' GYP FRA►IING. (SCREW PlYW00D AND ALL CONSTRUCTION BELOW THIS INTO Ft 4° REINF COHC SLAB ON 4" GPAVEL ON COMPACTED SUBGRADE. (SEAL � C8 SAME AS C7 WRH R-36 KRAfT FACED BATf INSULAnON. M5 ROUGH SAWN 2x6 TRtu WHERE EXPOSED) W-�S' UNER PANEL (2 HOUR RATING). Mil OECK) C9 5/B" iYPE 'X GYP SOFFIT BD ON Z' Z CHANNELS AT 24" OC W(TH 1 M6 ROUGH SAWN 2K8 TRI� �; THINSEf CERAMIC 11LE ON F1 . Wl 3/4' EXf FlNISH AND INSULATION SYS (QFS) ON 5/8 TYPE 'fC GYP W�g 1 IAYER OF 5/8" TYPE ' X GYP eD ON 1/�' FURRING CHANNELS. 1 /2' POLYISOCYANURAiE INSUUTION. PAVING ' ARCHITECTURE SHTG ON G STUDS WITH R-19 UNFACED BATf INSUlAT10N AND VB. . A17 ROUGN SAWN 2x10 TF.-,�.� PIANNING F :S VINYL COMPOSITION i1lE OF F1 . W19 1 LAYER OF 5/8' TYPE �1f' GYP BD ON 1 5/8" STL STUDS. � � p 2 LAYERS OF 5/8' TYPE '� GY� BOARD ON 2 1/Y C-H STUDS P1 CONC PAVERS ON 1 SAtJD BEO ON �' REINf CONC SIAB (WITN F ? 5 1/Y (TOTAL THICKNESS) REINF CONC FlLL ON ARL DECK ON STL w2 > >/r EIFS ON 5/8" iYPE °X GYPSUAI SHEATHING ON 6' STUDS y/y0 1 UYER OF 5/8" lYPE 'X' GYP BO ON 2 1 /2' STL SiUOS. WITH 1' GYP LINER PANEL ( 1 HOUR HORQONTAL RATING) SNQWMEI.T PIPING) ON INtAINACE IAYER ON SELF -ApHERING MEMBRANE MS ROl1GM SAWN 2xt2 TRIM INTERIOR$ FWIMING (SEAL WHERE EXPOSED). WITH R- 19 UNFACED BATf MSULATION AND VAPOR BARRIER, wy� 1 LAYER OF 5/8" iYPE 'X GYP BQ ON 3 5/8" STL STUOS. C11 NO FlNiSHEO CEIUNC - OPEN TO STRUCTURE ABOVE. WATERPROOFlNC ON CONCRt7E STRUCTURAL SLAB 1l9 PRE-FINiSHED AIETAL Ft/SHING (SHAPE '.. L': ?I; r �:: ` CAf2PET ON PAD F4. W3 � NOAI\ STONE VENEER ON BUILOMG PAPER ON 5/8' TYPE "X' GYP �y 1 UYER 0� 5/B' IYPE ' X' GYP BO ON G S1L STUDS. P2 CONC PAVERS ON 1 1 /Y SAND BED (WITH SN()W11ELT PIPING) ON A110 COPPER FtASHNrC (ShiAPE AS DEfAItfDi � SHTG ON G STUDS WITH R- 19 UNiACED BATT INSUTATION AND VB. ROOF ' COYPACtED SUBGRADE M11 CLEFT SANDSTONE CAP. � � THINSEf CF3tA�11C TILE ON F4. W23 2 UYER$ Oi 5/8� TYPE 'X GYP BD ON 6' STL STUD$ W/ 3" SOUND '�L"" � W4 1'l(6' NOM T&G Y-GROOVE CmAR SIDING OVEft BUILDING PAPER OVER Ri CONC TII.ES ON lx4 HOR BATTENS ON lx4 VERT BATTENS ON P3 INTERLOCNING CONC PAVERS ON 1' SAND 8ED ON 4' REINFORCED M12 FLOWER B�X. 1000 South Frontage Road Weet r ' THINSET TRAVERTINE TILE ON F4. �n Vall, Cobrado 81 h57 5/8" TYPE "X' EXT, FlNISH OUT SIAIILAR TO W3. SELF-ADHERING WATERPROOF MEAiBRANE ON 1 /2' CDX FlRE REfAROANi CONCRETE SLAB (WITH SNOVIAIELT PIPING) ON COIIPACTED SUSGRADE. A113 HEAW TIAIBER TRIM (SIZE AND SHAPE AS SHOWN) Te1: 97tY4 ?h-�aa3 I � VINYL COMPOSITION iILE ON f4 W24 SaWE AS W22 W/ 3' SOUND BATf (SEAL ENTIRE PERIMEiER WRH a THINSET TILE ON TROWELED-ON MIEMBRANE WAiERPR00FlNG ON w5 3/4' EIFS ON REINF CMU OR CONC WALL. PLYWOOD ON 3 1/2" POLYISOC'IANURATE INSUUTION ON 5/8' 'X' GYP p4 4' REINF COLORED CONC SUB (WI7H SNOWIAELT PIPING) ON CONP/�TED pau: c >n��t,�� a�,oe r � ACOUSTICAL CAULKING). $HTG ON AfTI DECK ON STL FRfWINC SC W6 1 1 /2' QFS ON RE1Nf CIJU OR CONC WALL ( REW PLYWOOD AND ALI. $��W1pE �LOPEp CROUT RLL (MINiMUN 1" SLOPE) ON F4. W25 lx6 NOAd TdcG, Y-CROOVE CEDAR SIDING OVER 1r4 BLOCKING ON �$�C(�pN gELpW h{IS INTO MTL DECK). F � ! THINSET iRAVERTINE lllE (WffH HONED SURFACE) ON TROMIELEO ON M�/ EFS ONLY (NO INSUlATION) ON REINF CMU OR CONC WAL4 BUILDING PAPER ON REINF CMU OR CONC P5 THINSEf W�NDOAt PATTERN $TONE PANNG ON 4 REINF CONC SLAB (WfTH !�9 WP ON SLOPED 6ROUT FILL MIN 1" SLOPE} F4. W8 8" REINF CONC MASONRY UNITS (P). W26 PROTECTION 80ARD OVER SEIf-ADHERING WATERPROOFlNG ON 5/8" CDX R2 COPPER ROOFING ON SELf ADHERING WATERPROOF MEMBRANE tNl 5/8' SNOWMELT PIPINC) ON COMPACTED SUBGRADE � TYPE ' X' GYP SHTG ON MTL OECN ON STL fRAMING, ,,, [kmc�rcxfi,.e W9 8" CASE-IN-PLACE CONC WALL. PLYWOOD ON STL STUDS AT 15 OC WITH R19 BATT INSULATION AND P6 4"t SLOPED, REINF COIORED CONC SUB (WITH SNOWAIELT PIPMG) YMOR BARRIER. R3 SAME AS R1 EXCEPT WITHOUT THE 1 /2' PLYWOOD AND 3 I /7 �RNNAGE UYER ON AIB WP �NJ CONC STRUCTURAL SLAB. tet � ��azee St. !iA' ,I W10 B' NOM STONE VENEER ON REINF CMU WALL. POLYISOCYANURATE INSUlATiON. s��ccc2 P1 SAME 0.S P6 EXCEFT WITH PATfERNED, COLOREU CONC TOPPING S�� ' Denver, Colorado 80201 fi � 6" NOMINAL PROFlLED IIARDWOOD 94SE (ST). W11 1 LAYER 5/8' TYPE ' lC GYP � ON 6' $TUOS ON VAPOR BARPoER C I ING : R4 ADHERRED EPDA1 ROOFING ON SLPOED CONC FlLL (MIN 6' T0T/1l THK p$ 2z6 REDWOOD DECKING SCREWED TO SLPOEO Zx $LEEPERS 9 16' 7e1: 3o3/623-3355 '�"' 4' NOAIMIAL PROfILED NARDWOOD BASE (57). W12 5/8' 7YPE "X" CYP BD ON 1 /Z' RESWENT CHANNEIS AT 24' 0/C ON 3 C1 5/8' IYPE " )C GYP B D ON SUSPENSION SYSTEAI WfTH SNOWMELTINC PIPING) ON AITL DECK ON S1t f'RAYING. Fa�c 309/523-2252 5/S' STl1DS WfTH 3 SOUND ATfENUATiON BATTS {SEAL ENTIRE PERIMETER ON PROTECTION BOARD ON SELF ADHERING WATERPROOf MEMBRANf v r: � 6' NOMINAL PROFlIED SOFTwOOD flnSE (P). wITH AcouSnGAL CauuaNG) C2 5/8" TYPE 'X GYP BD ON SUSPENSION SYSTEAI WITH R-38 BATf R5 LOOSE wD BALLlSTED EPD�I ROOFlNG ON tAPERED INSUlA7lON ON 5/8' ST�. PIATE STRUCTURE. � INSULATION AND VAPOR BARRIER. IYPE � X" CYF' BD ON MTl DECK ON STL �PJ+MING B4 4" NOMfNAL PROFIIFD S�FfW��O� BA�E ( P) W ' 3 'SAIAE A,; W1 ? WITh{ f;� � �f�_ip� M`�TFAD Of 3 5,�a� �.i',in; af,RS OF 1 Y TYPE �X� GYP BO ON STL STUD JOISTS WITH R6 COPPER ROOFING ON SEIF ADHERINC WP � ., u: v� F.", i ' X 4� NOMINAi F'J,T Lt � �: 1- i � �� 9ATT INSU; d,�pN AND VAP(�F BARRIER ,",pti' P�.'i1V0�'.p q"d �iTL �T! ID !CN�T ��iN� • �, � �4 F.� o 0 0 0 8.4 0 e.5 as o F.z � �.3 0 � 0 0 0 5 ° ; F.6 O F.6 � ' , �. -� - -- -- - - - - -- ' F_ c^ " � . . � ' �� Sf= r � I I �m �- 12 "' \/ I� N � _ / � � N ' � �I . � � � . . /� \ �. I . . IJ � � __ . . ^ _ , II � � � �N S� � G p \\� - ' � ___ _ �i � J _ __—.__ \ ` � O I � �� N � ~ line oF vrotl � / —�., Q � %z in foreground � / �- - --- - --- '�., ep 'S.� f �/ ' � ' �'� 2 � � i Fourth Level � O ' Fourth Level Fourth Level Fourth Level � ��'� � 103' - 0" " l ! J i � , „ � , � B „ - � - - 1 - � a � 1 03' 0 ) t 03' 0 03 0" , , , ; Q ' / a � o i I � � , `J � i ' r �� j ' O i '� -± � � � � a- -� - - " - r� ; r � I � I � � Third Levef � � a . '� �j \� . . df . C .� , � _ T v I � � ', ' - fi � � r Third Level hird Le e _ ?hi d level '3 _ � � � � „ Q � ' 93 ' - 6 93 ' -G 93' - 6" �� a � � i � i � � �� ' , i -1- ' � ,��` � -+ - � — — ' ' � � � t �, , � � } - � Second Level °- _ I � � � 8 . �- � , � V G R R � `• J � A � - - _ . . , t.�� , _ � v - 2V I � S con eve I � �CCOnd Level Second L 84 ' 0 e d L i . i . 'b � 84'- 0 � y 84' - 0" $ � 84' -0" � i I � XX a _ _ _ 4 � t � First Level � B � � � , , _ _i � $ � � � i - 74 - 0 ,_ First Level First Level First Level ' `b `� 9 , ^ , � " ` , t Level (Pa �tial ) R) S s i , � i.�� , , � _r" . y � ' I - �� I i- �ge Level 3 - �„ ` � �eu ) c� 4 , � � -J p��o�aU C��d��oo� p�r��oa� ��da�oo� par�f�oa� C�Oc�da�oo� � �� C�Oc�daf�6c ;. , "r JIOIC . 1 �H� = 1 -O� � C,�QIP I �C�� = 1 -l'� � SCOIP I /B" = I "O` a5 8.5 -_ B C o 0 o O O O O O F,g O ' Revisions: O O F F.8 G.4 O O O CORE/SHELL I1/7/97 A5 B.5 C.3 � F.2 OG � 5. � i � , � ' - -- — - , �� - ; \T �� r � N �`i:i � I IC5 "� - - - - - — � ao 1� � � p �✓�' /— - �- - \ � t2 �� I � � �" �,�' / \� V ?y L'' � 5(— %� Cc oo \ � 5 8 ? I � N �. � � / _ � � 4 q I _ � � / 51— \� �l 5 \\ ` .;,� ' � 1L I^' � Z .'�^ � Z � � ` 0� � _ __ ' _ J. r �� ;A �� — - - �,� 8 l� �^� �K� � s � ' I -+ �� - �� K x ;� � , 5 � m i � � � � .. r " �y 5� �ti / ' � — ', " � Fourth Level � ' Fourth Level ,� � , __ _ � '''wn ', Fourth �.evel � 9 ---- - -- � — — ' 103' - 0" $ � Fourth Level � tU3' -0" '- -' 0 ' 103' -0" _ �" — �`' - E � � oo r � i 103 ' - 0 � , � H . � _1 i � 1_ . - I ; � � � X � H ' L' 1 t 't �}_ — ; � -� I . . �: � p � . 'j I - - -1 � � -1 Third Level � I � o - o R - Third Level a� I R U� p ' � � � n � . . , V I . . i . . . Third L, e _ - 93 6 l � Third Leoel 93' 6� � � � �t 93' - 5' - - - - <; � 93' - E" , Bi � � . � � �- � Date: - - NOV 7, 1997 '� ' 1 N _ � j _ �_ { / t . � . _ — _— �, � � } Second Level � Second Level [ �I ' y " 'f � � _ — _ Project No: 19017 .00 ! = � , Second Level �. � � � . — � - - � . 0 �econd �evel ' 84' -0 � 84 ' - Q" ,�_ � ti_ 84' - 0' � ; ��. 84' - 0" Drawn by: IndaCAU , . . ; - � i , - - � i _ - , � ❑ _ _ - - - � � �� irst Level � _ � � � Checked by: �: i - �- � 74' - 0" + ' � �� - - � �- fir`,i. Leve ' I i ,- . _ - - - - - w � 1, F�irst Level �irst level (Parfial) � �� - � Sheet 2 Uf 2 � 74 ' - C�" ,S+ 8 „ m ! 4' - ('�' � 72 ' - 0 u w r � F��st Level (Partial) i � „ ] ' - r r v r � Y � � � � � � � � �C�l� lSUCC�J� 1�� V ((�! 1�� IT C�J� 6�(�l� ��15 V ((�l 6t1Q� �(�l� I��CC�JJ� ��15�C�i l�U�� Garoge Level �CaJ� 6 ��lg 1'1 C�l 1��i�I�� • � � ` C�.l _J _.! ' � I (�.l ..l � _. 4 d 64 6 �j o, � � Scule 1 /8� = 1 ' -0' `-' ��ale 1 /8" = 1 ' -0" � Scale : 1 /8' = 1 ' -0" A 0) L, s�aie , �e' = i ' -o' I � �- COPYRIGHT s � � i r �_ _ . ._ .. . _ ___ . . . . . _ . . . . _ _ . . _ . _ _ _ . . _ _ . .. . _ . _ . _ _ _ . . _ _ _ . _ . . __ _ _ . . . _ ._ _ . . _..__ . . _ . . _ . _ _ _ _ _ . _ .. .. ' i: � 1r F. 1 ' ► �. d '�L''� ' ��T' . E '- ��• � :� , :il� ' t� e' - ; �4*1 �Y ' .5 � `�' � � �i ?�� ' - - ", � � �� '•,� � _ ._ . . . ' i _ . y, , � _ . . . . . : � �s � .1� ,O�,�� A. ' : � . . '. . � �J ��. - : n ., � �'� t. . . nF�t .� a4: ' - . � .. s. _1�. • ��FS� ,T�� _�. : � . � 9' �� , ` _ . � .. . . .. . . _ , ��.tr � . - ' � � i . , . ��=s -��n: � . . � f : C: : . . . ' �"Lw�f . . . � � _ ��'7. �. . _ . „ _.. :�- J.V. JL ' . ' ` w; �.. � % . ( � �' . . , . .. . . . -. . . _ . . . ��:• ` , . . 1 . _ . . . . �-__"_ __ . _"____ - `_ Pierce, Segerberg & Associates Architects � P.C.-A. I .A. ' ARCHITECTURE � PLANNING i INl'ERIORS I I M.tn olRc. 1000 Sa�hFrt��t�e Ra�d WeA � Vdl. Cokxado 81657 � Tel: 97Q476-4t33 ' i� Fau: 97(W76-4608 � i I I � Durver Oflfoe u I 1617 Wame 9L � � Sul� C2 . � Dmrva, Calorado 80202 Td: 303f623-3355 c.� Fac 303/623�2262 � �: � --- i I ; � o 0 0 0 0 0 0 0 0 � � � �� , 2 2 3 2 t 1 1 2 3 4 6. 5.0 5.0 6.0 A6. 1 A5. 1 A6. 1 A5. 1 A5. t A5. 1 � 4.5 6.7 7.2 7.5 s. i 8.6 � � � � i i z I � 6. � � j - ----- � - - - -� ! i ' - - - --- - - - � ' i i UNR 403 UNIT 402 UNIT �401 UNR �400 � I � ' I W1 W11 F4 F4 FOURTH LEVEL � i � � e � _ a -� �_ � --- --v i, � � EL i0S' - 'Y I I W4 W? 1 C1 C1 I O I UNR 305 UNIT 304 UNR 303 UNIT 302 UNIT 301 UNIT 300 I I � Wll W4 i � Q I F4 F4 I - IHiRO LEVEL � � � � - � � - i i � Ei. 93� _ 5 � , wi � w� i - ----- c � c , - - - � ! i � O i ' UNIT 205 UNIT 204 UNIT 203 UNIT 202 UNR �201 UNIT 200 I Wt t W1 I � � O I F4 F4 I I --- - StCOND lc�El. � � � II I - - - - - ---- - - � - -- - - - - - - � Ei. 84 ' !�° I � -- � � W3 � � i � W11 C4 Cl � ' 1 - _ C : � J LIBRARY I � REfAIL UNIT 104 UNIT 105 WOMENS PANTRY LOUNGE �0 W o W � � � � F4 i4 I > � I F4 - - - - - - -- - - FI�';T Lt7E� � . I i FIRST LEVEL _ . - 1 I V ',_ 74 ' - ! � ' 72'-d � � � \ � i ��- W10 SIM I ' GARAGE I � � GqRnGE LEVEL O DRNE � � I � � GARAGE AT LOW POINi � . 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EL 93'-5 I I El 93'-n' � � Wi W11 I I W11 W3 I Wt Wil � I � � UNR 20 CORR UNIT 211 I I UNIT 205 C� W� 1 w� I I I F4 15 W13 W15 F4 I I / � � SECOND LEVEL S[��CND LEV[L� � i -- - - ---- I -. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL 84'-0" EL 84'-�J" � W1 W ! 1 I _ I i �q , � I °I I UNff 10 RETAIL I W � � I W3 I RETAIL i c I I I � �', � � F4 W13 W15 F4 FIRST LEVEL W- � wi - wi � I wi � wi I � Date: NOV 7, 1997 t.: i - - - - - - - - - - - - - - __ I EL 74' -0" - - - - - - - - - - - - - - - - - -I IRST LFVf.; ! ° � _ _ -- � ! � - -- � �� % �� Project No: 19017.00 �. '� I I I � �, I ; GARAGE I W9 I W9 - GARAGE W9 �- � � � I Dr�' IndaCAD � � � F1 � � GARAGE LE1+EL � � GARAGE LEVEL � � � � o - � � - " _ _ --- i== _ _ -- I I �, I� ,� � I y _ _. J ,� EL 62'-6� - -- -- - - - - - ,� I-- - --� ----- - --- I -- I EL 62' -5' � Checked by. ; C-�- � l - -- - --_ � Sheet 1 Of 2 y � - - - - - � �,: � � l:Ja�LJW U� �l�J `V' IS�OO D U � � ly lS VV `V' �� V� � � `1J' REFER TO REFLECTED CEIUNG � �� ='O�� OO � � � L"l �� `V' �U Ll ��l:l�� pEr � , i , j�r�. i.ECTED CEILINC; , �- - -_ � � �T ��oNS � As . o " � Scak : 1 !8' = 1 '-0" PLMlS FOR SOFFlT POSITIONS � S ,,Y , F I __ � A _ � C.! COPYRIGHT � , � , - - - - -- --- - --- - - - - -- - -- -- - . .- - ----- -- -- - --- - - - � _ - -- -- ----- --- - � , � .� -- --------- -- - ------ ----- ---- ---- --- - - - -- -- - - - - - ---- - -- ----- - - -- --- - - --- --- --- - -- ---- - --- - - - - ----- - - -- - - - - - 1 <� (� /`�('�� r^ � Pierce �J� aV�lSllllll U '�0�� B6 b CERAMIC TiLE BASE Wta ? tAYER OF 5/8" IYPE 'lC GYP BD ON 3 5/R" STUDS WITH 3' SOUNO C4 2' X 4' Ai;0US11CAL TILE CEILING ON SUSPENSION SYSTEM. "' ' MI-� - I Se erber � 8[ ' I R7 SUIL OVER 1 /� URWNAGE/PRpTECTION BOARD ON WATERPROOF g g � 87 5 TRAVERTINE TILE BASE. ATfENUA11oN BATTS (SFAL ENTIRE PERIAIETER WI1H ACOUSTICAL CAULKING). C5 5/8' IYPE ' X' GYP SOFFfT BD ON SUSPENSION SYSTEM PAINT. MEAIBRANE ON SLOPED, CONC FlLLED MTL DECK ON STRUCTURAL SiL Mi R:iuc,N ;Awa t .t rR�M I Notc AIl notes mny not be on every sheet. B8 4" RUBBER B,ASE. W15 SAA1E AS W14 1MTH 5 STUDS INSTEAD OF 3 5/8' STUDS. C6 SAME AS CS WITH R-30 KW1FT FACED BATT INSUUTION. R8 PRE-FINISHED MTL ON SELF ADHERING WAiERPR00F AIEMBRANE ON 1/Z' M2 ROUGH SAWN 1x4 TRIM I Associates B9 NO BASE. w16 � ��R 5/B' iYPE " fC GYP 8D ON 2 1 /7 C-H STUDS WRH 1' GYP C7 1' z6" NOM TdcG, v-GROOVE CEOAR BOAftDS ON 5/B' TYPE 'X GYP �AZ FIRE REfARDENT PlYW00D ON 3 1 /7 POLYISOCYANURATE N3 ROUCH SAWN 2x2 TR!M j : I FLOORS : LINER PANEI (1 HOUR RATING). $OFFfT Bp ON Sit FRAAIING. iNSUlAT10N ON 5/B" 7YPE ' X S1P SHEATHING ON AffL DECK ON STL M4 ROUGH $AWN 2x4 TRI� � Architects I r i FRAIIBJG. ($CREW PLYWOOD AND ALL CONSTRUCTION BELOW TNIS INTO Ft 4' REINF CONC StAB ON 4' GRAVEL ON COMPAC7FD SUBCRADE. (SEAI. Y V A L L S W17 2 UYERS OF 5/8' ?YPE 'X' CYP ON 2 1/7 C-H STUDS WITH 1' GYP �g y,� AS C7 WI1H R-38 KRAFT FACED BATT INSUI�ITION. 1 1 5 R O U G H S A W N 2 z 6 T R I M. P.C.-A. I.A. yy�E� p�P05ED) IINER PANEL (2 HOUR RATING). A(T L D E C K) W1 3 4 EXT FINISH AND INSUU1T10N SYS (EIFS) ON 5 8" TYPE 'K' GYP C9 5/8' IYPE " X° GYP SOffIT BD ON Z' Z CWWNFIS AT 24' OC WITH 7 M6 ROUCH SAWN Zx8 TRIAI F2 THINSET CERAIAIC TILE ON Ft . / � � W18 1 U1YER OF 5/6° TYF'E 'X' GYP BD ON 7/B" FURRING CNANNELS. 1/Y POLYISOCYANURATE INSUlATION. PAVING ' ARG-IITECTURE I SHTG ON 6' STUDS WITH R- 19 UNFACED BATT INSUlATION AND V8. M7 ROUGH SAWN 2z10 TF+'u F3 VINYL COMPOSITION T1LE Of F1 . W19 1 LAYER Of 5/B' TYPE "X CYP 8D ON 1 5/B' STL SfUDS. �� p y UYERS Of 5/8" IYPE " JC GYP BOARD ON 2 1 /Y C-N STUpS P1 CONC PAVERS ON 1' SAND BEO ON 3' REfNF CONC SIAB (WfTN PUWNING � , F4 5 1/2" (TOTAL iHICKNESS) REINf CONC FlLL ON A(TL DECK ON STL � � 1/7' EIFS ON 5/8' TYPE 'X' GYPSUA1 SHFATHING ON 6" STUDS N120 1 UYER OF 5/8' TYPE '1f GYP BD ON 2 1/Y STL STUDS. WRH 1' GYP IJNER PANEL (t HWR HORIZONfAL RAi1NG). SNOWAIEIT PI�INC) ON pRNNAGE LAYER ,�N SELf-ADHERiNG 11EMBRANE ►�8 ROUGH S4WN 2xti Ta,M � INTERIORS I � FRAMING. (SEAL WHERE EXPOSED). WRH R- 19 UNFACED BATT INSULATION AND VAPOR BARPoER wZ� � �pyER OF 5/8' TYPE 'X GYP BD ON 3 5/8 STL STUDS. C11 NO FlNISHED CEILING - OPEN TO STRUCTURE ABOVE. 'NATERPROpFING ON CONCREfE STkUC1UWIL SIAB M9 PRE-fINISHED MEfAL F �A ,ti'N•: tin�E n'; �EiU�E'� � F5 CARPET ON PAD F4. W3 �' NOM\ STONE VENEER ON BUILDING PAPER ON 5/8" TYPE "X GYP w� � �py� pF 5/8' TYPE °K GYI' BD ON 6" 5TL STUDS. P7 CONC PAVER; ON 1 1/7' SAND BED (WITH SNOWMELT Plf'ING) ON ►A10 COPPER FLASMNG (SHAFE a I � ��r_�'J ; � .; SHTG ON 6" STUDS WITH R- 19 UNFACED BAiT INSUlATION AND VB. ROOF : COAIpACTED SUBGRADE A111 CLEFf SANDSTONE CAP � F6 rH�NSET cERa1A�c nEE ON F4. w23 2 IAYERS OF 5/8" TYPE "�(' GYP BD ON 6' STL STUDS W/ 3 SOUND i . W4 1'X�' NOM TdcG V-CROOVE CEDAR SIDING OVER BUILDING PAPER OVER Ri WNC TILES ON ix4 HOR BATTEDIS ON � x4 VERT BATfENS ON P3 INTERtOCkIN� CONC PAVERS 4N t" SANO BED ON 4' REINFORCED 1112 FLOWER BOx, 1 � � � � W� F7 THINSET TRAVERTINE TILE ON F4. �n CANCRETE SIAB WITH SNON�IIELT PIPINGj ON COMPACTED SUBGRADE , - „ - , �� e1 �� i 5/8' iYPE ' X' EXT, f1NISH OUT SIMILAR TO W3. SELF-ADHERING WATERPROOF MDABRANE ON 1 /2' CDX FlRE REfARDANf � Mi � i �FAw TIMBER ��.+ � . , . ., �� : t %, r ,� _,�+ ,wNi F8 VINYL COMPOSI110N TILE ON F4. W24 S,AAIE AS W22 W/ S SWND BATf (SEAL ENTIRE PERIMEIER WITH I I Te�: 97tY476-�433 � � WS 3/4' EIFS ON RFJNF CMU OR CONC WALL PLYWOOD ON 3 1/2" POLYISOCYANURATE INSUtATION ON 5/B" 'X GYP P4 4� REINF COLORED CONC SlAB (MI(TH SNOWItEIf ?IPM�G) ON CUMPACiEi� I Fau97q4764606 F9 iHINSET 71LE ON TROWELED-ON 11EMBRMIE WATERPROOFlNG ON ACOUSilCAL CAULKINC). W 6 1 1/Y EI f S ON R EI N F CMtI O R C O N C W A II. S H T G O N A I T L D E C K O N S T L F'R A I A I N G (S C R t I V P L Y W Q O D A N D A L L S U B G R A D E i SLOPED GROUT FlLL (MINIMUM 1" SLUPE) ON F4. W25 lx6 NOM TdcG, V-GRflWE CEDAR SI�ING OVER lx4 BLOCKING ON CONSTRUCTION BELOW THIS INTO A(fL DECK). p5 THINSET RANDOAI PATfERN STONE PAVING ON 4" REINF CONC SLAB (WI1 �{ " F10 THINSET TRAVERTINE TILE (WfT}i HONED SURfACE) ON TROWEIED ON W7 EF'S ONLY (NO INSULATION) ON REINF CMU OR CONC WALL. BUILDING PAPER ON REINF CMU OR CONC. I ' R2 COPPER ROOfING ON SEIF ADHERING WATERPROOi NEMBRANE ON 5/8' SNOWMELT PIPINC) ON COYPACTED SUBGWI�E , AIB N'P ON SLOPED GROUT FlLL (MIN 1' S�OPE) F4. W8 8� RpNF CONC MASONRY UINiS (P). W26 PROTECTION BOARD OVER SEIF-ADHERING WATFI2PROOFlNG ON 5/8" CDX TypE "X' G1P SHTG ON AITL DECK ON STL fRAMING. P6 4' t SLOPED, REINF COLORE� CONC SlA6 (WITFI SNOWIIELi PIPING) ON I �^� �� i W9 8" CASE-IN-P(ACE CUNC WALL. PLYWOOD ON STL SNDS AT 16' OC WfTH R19 BATf INSUU110N MiD 16� � H,� � I BASE : W10 6' NOM STONE VENEER ON REINF CMU WALL. VAPOR BARRIER. R3 SAAIE AS R1 IXCEPT WffF10UT TME 1 /Z' PLYWOOD AND 3 1 /2' DRAINAGE IAYER ON NB N'P ON CONC SIRUCTURAL SIAB. �� POLYISOCYANURATE MSULATION. p7 SNAE AS P6 ExCfPT WITH PATTERNED, COLOREG CONC TOPPING SLn6' I pa„re�, Co�orado eozp2 B1 5 NOIAINAI. PROFlIED W1ROW00� BASE (ST). Wll 1 LAYER 5/8' TfPE ' K GYP 8D ON 6` STUDS ON VAPOR BARRIER. I ING : R4 ADMERREO EPUM RDOFlNG ON SLPOED CONC FlLL (MIN 6" TOTAL TMK I Td- �3/623-3355 W� p 5/8" 7YPE 'fC GYP BD ON 1/2� RESIUENT CNANNELS A� 24` 0/C ON 3 � � 5 P8 2x6 REDWOQD DECKtNC SCREqED TO SIPOFfi 2x 5LEEPERS 0 �6' OC Fcc 303/623-2262 82 4" NOAIINAL PROFILED HAftDW00D BASE (ST). /8" TYPE " K C1P 8 D ON SUSPENSION SYSTEM WITH SNOWAIELi1NG PIPINC) ON 61TL DECK ON STL FRAMMG. ON uROiECT10N HOARD ON iEL.F ADHERiNG WATERPRr�f AIFMBRANE '!N I I 5/B" STUD5 WITH 3 SOUND ATfENUAT10N BATfS (SEAI ENiIRE PERIMETER - ; B3 6" NONINAL PROFlIED SOfTW00D BASE P . C2 5/8" TYPE "X G'IP BD ON SUSPENSION SYSTEM WffH R-38 BAiT R5 LOOSE WO BALLASTED EPDM ROOFING ON TAPERED �NSUU+TION ON ` _1' ,ii. ��,�TE ' TF'U, " uE � � ) YIfTH ACOUSTICAL CAULK�NG) INSUlATION AND VPPOR BARRIER- 1YPE ' X' CYP BD ON MTL DECK ON STL FRAMINC I � i 84 4" NOMINAL PROfAED SOF�1NOOd BASE (P). W13 SAAIE AS W12 WITIi 6" STU05 INSTEAD OF 3 5/�' STUOS. C3 ? LAYERS OF 1 7 TYPE ' X GYP BD ON STl SND JOISiS wITH BS 1" % q' NOWNAL FLAT BpSE (P). � R6 COPPER ROOiING ON SELF ADHERING WATERPR(`�1F NfMBRtu"�f ��!�+ `� - �� i R-38 BATT INSULATION ANO VAPOR BARRIER. 'Si CDX PLYWOOD ON STL STUD JOIST FRAMING i I � I ! B B.4 C C.3 . OD ' . 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Z ' i rro�: 3 � � -- �•.� � Scaie t /4 " _ � -p' `' . - K� �--� W3 6' NOM� STONE VENEER ON BUILDING PAPER ON 5/8� IYPE ' 1(" i•�� 42' HIGH GUARDRAIL, lYP FOURTH LEVEL i � JJ � FOURTH LEYEL B 9 SHTC ON 6" STUDS W�TN R 19 UNFACED BATT INSULATION AND V� ° - - - � 103' -0' � 3�-4� � �� I 103'-0' $ � � 10'-8' W4 I" %5 NOA1 TdcG V-GROOVE CEDAR SIDINC OVER BU�LDINC= PAPER uvEu �. � � � W19 0 W13 W1 � W19 i � � �8 tt ' 3'-4'_ 5-t� 5�� tYPE �X EXT, FINISH pUT SUIILpR tt� w°, �� , Vf5 3/4' EIfS ON REINF CYU OR CONC WALi � /� � m ' , i /� � - > > � e ? 1M8 [ W6 1 1/2" EIFS ON REINF CMU OR CONC WALL : � ° : OHC WPJ _ . � °D —'� I �` �-� � n J w� W15 W7 EFS ONLY (NO INSUlAT10N) ON REINF CMU �) , j; � If ' W8 6' REINF C�NC AIASONRY UNITS P " � W8 W4 LANDING �n '� I % LANDING � � )• SIM W19 TNIRD LEVEL � � � 312 %'� ' � � W9 8" CASE-IN-PLACE CONC WALL. y W i 9 W B . , ' 98'-2 1 2 � �— 9 8'-2 1 /2" i � � � � � EL = 93'-6' _ � O W19 W8 WS W10 6" NOA1 STONE YENEER ON REINF CMU WAL� ;' i � � pN "' � � � ,0 301 THIRD FLOOR W11 1 UYER 5�$ TYPE �X G1P BD ON 6' �T�!Ui Uhd vp1�0�> ��FRRIEP. i ; • o? gR - • � � � �— W12 5/8" TYPE ' X GYP BD ON I /Y RESILIENT CHANNEL'. ',' a' C;/l; Drv i ; I , � � �P - _ � •,r � EL - 93'-6' S/8" SiUDS WtTH 3� SOUND A7TENUATION BATfS (SFA� :_N�'PE PERIME?[ R II � _ _ _ �` _ ' �-' � ON UP WITH ACOUSTICAL CAULKING) �` I \ _*_THI�D LEVEL W � � -.,- - � JJ j THIRD LEVEL - - - - - Wt3 �AME AS W12 WITH 5 STUDS INSTFI� OF 3 5/6" � �:_ ,. � ., _ . . _ . \ - _ i . _ _ __ . I ^ � - - \ j� / J ^ ` F W14 AUL � W8 W� Q 93'-6` � , _ � �� 93' -6' � 2 LAYER OF 5/8" IYPE 'X' GYP BD ON 3 5/8' STUfi , �4 �' i � ' � UN^ � : ` � � � , �� N i ATTENUATION BATTS (SFJ�L EN11RE PERIIAETER WITH ACOUSTICAL C h NG ! � '. • 1+ N : , ;-= � -- � o N \� � _ ' � - � Wq W15 iAME AS W14 WITH 6' STUDS INSTFi1D OF 3 5/8' STUDS � / ' , � � � 0O � � K TYP qHOR�IZONT� ��, � °i � � � � Wt6 UNEREPANEI�(1ttH0UR RAGYPGBD ON 2 1/2" C-H STUDS WffH i" GYF ' ` � � �� , , �� W8 W5 1 � m Wt ) Z IAYERS Of 5 $' TYPE " K' GYP ON 2 1 2' C-H STUDS WITN �" �:�F I � � i " IAND�G __ _ _ _ . - � � LNJD�G / / I `� ` — � i Wt9 W6 �/j' � . � � LINER PANEL (2 HOUR RATING). _ W19 WB 88'-4 1 2� -- - — -. / � � 88'-4 1 2' I ' I � � <� _ � , � W18 1 V,YER OF 5/8' IYPE " f� G1P BD ON 7/8' FURRING CHANNELS �ti � � � "' I _ - ��O'" � � � ; - W19 1 UYER OF 5/8" TYPE " If' C1P BO ON 1 5/6" S7l STUDS. � � p` _ ,a � - . � — IANDING / �_ � <o �' --�` W21 1 LA ER OF 5/8' TYPE ' �' GYP BO ON 3 5/8' STL STUOS I O � ; t � � r �, E� L _ 88� 4 1�2. - - / / I � I J _ u v, W4 W8 W8 N � SECOND LEVEI. � SIM W19 _ - IAWDING �J �� W22 1 LAYER OF 5/8" TYPE ' X' GYP BD ON 6" STL SNDS. ` W8 10 84'-0" w8 �\�, SECOND LEVEL $ � EL = 8 8'-4 t 2' � W S W 2 3 2 I A Y E R S O f 5/�' T Y P E ' X" G Y P B D O N G S T L S T U O S W/ r' S o U V[! � O �', ` — O � r\�`..\ 84'-0" W19 WB BATT. V 4 ;, ��\� + ,� N � W$ W24 SAAIE AS W22 W/ 3' SOUNp BATT (SEAL ENTIRE PEPoMETER WITH � ` 2': — - - -- - - ' � � _' -_ I _ _ � � � ^ � � O ACOUSTICAL CAULJ(�NG). J �� /j � � M �`��'� � � M I �� . W25 1x6 NOA1 TkG, V-GROOVE CEDAR SIOING OVER ix4 BLOCKING ON � � ' W4 �,J �> BUIIAING PAPER ON REINF CMU OR CONC. .. � �n . ¢ :n . . � �� c I � � W�� W5 W26 PROTECTION BOARD OVER SEIf-ADHERING WATERPROOFlNG ON 5/8' CDx � � �: � ��l:l�� U �:l �V V l`9� W19 W8 � LANDING PLYW00(i pN iTl STII�`S n? ' C 6;'. WITH R ' 9 BATT INSUTA?IpN AND � � �: � W8 1p �, � � �, �`� �� 78'-8 1 �2. '� o o VAPOR !3nFRI�R � � wi9 ws � , I / i CEI ING� Scoie : 1 /4' = 1 '-0' / ti • , o � a �_ � p , �- ; � � �� /� � � � ��aoQ � �[�Or�d L��d@� , _ C1 5/8" i�r2 k �: fr ? � `a ;u;PENSION Sr5TEA1. �' i ' •_ _ O � q p � 'I �: - � •v � 'v � Scale 1 /4" = 1 '-0' C2 5 8� TYFE X �1F BG VN SUSPENSION SYSTEM WITH R - 38 5AlI c a+ n 7•� O V� � j a+ n I SUTATIDN AND VAPOR BARRIER. 1��'8� F � W 1 7 C 3 2 L A Y E R S O F 1 �" T Y P E " X G Y P B D O N S T L S T U D J O I S T S w i i H � �' I F I R S T F L O O R F I R S T F L O O R B 9 �� 74'-0' � y * 74'-0' � �'� 10'-8' O R-38 BATT INSUUITION ANO Vl�OR 84RRIER I 1 8' S- 8' � 3'-4' 8' 4 C4 2' X 4' ACOUSTICAL TII.E CE�IING ON SUSPENSION SY51EA1. A i '',�1'- I' 3'- 4" 1'-11" , CS 5/8� TYPE " X' GYP SOFFfT BD ON SUSPENSION SYSTEM PNM. I , � � W13 W12 I W19 � - t° ' ' ' C6 SAME AS C5 WITH R-30 KRAFT FACED BATT INSULATiON i i" � � � � '^ �` ,k '�� _.. _ _� � I C7 1' X6' NOM TkG, V-GROOVE CEDAR BOARDS ON 5�8" �'�E " �' Gl�� ! I'` i � SOFFfT BD ON STL FRAAIING. i � �� SECOND FLOOR �, � W22 W19 W15 IW9 W9 ' � UNDING � � ; �EL = 84 -� 212 i y - - - - -- - - C9 gE IYPE ? X GYP SUFFtT BD ON YD Z�CIWNNEL�rI�rN L '^ L ;; I ��/ -'!`— sg'-3" I e � W� "' � E "c - -'�r - I /7 POLYISOCYANURATE INSULAl10N. ; Wli ' �,I �`' 9R -'� "' 'I O i yUg C10 2 LAYERS Of 5/8' TYPE " K GYP BOARD ON 2 1 /?" ; - a i!L� � . � pry � i 201 W19 � WITH 1 " ,YP UNF_R PANEL ( 1 HOUR HORIZONTAI RATING ! � , i i- � �� // I � w SECOND FLOOR � 1 �� du F��N�S� �Ep ;E:f� �tw r �rlN ! 0 i1RUCTURE A��v�_ �� % � � `� � UP -- � o �@C�f�DO�I �� C� � ! � � , '-� � �� Q I � , � � -� ��-OSR � Ro�_�_ � � Scale 1�4' = 1 '- ' � �P F � �M � iILES � �N 1 = 4 H. �F br,iiEN:• �N 1 ,�4 vEIT 6A�FN�� GN � � ' F1 ' �„ - . . _ . . � � . � � � '� * _ . .- . . - _ . . . . O , ��F - AGH[RINI; WAIERPRUvf MENL'RANE ON 1 /� � i;GX FIFE REiARDANT � �� ' �E �� N � o — I � PLriVUOD ON 3 1 /t POL'�SOCYANUW�,TE INSU�TION ON 5/B" 'X GYF „ I 62' -6' � � �` � - � � � ' � �� 4�- � SHTG ON A1il DECK ON STL FRAMING (SCREW PLrW00D AND ALL i, K �QQF ACC/�SS � � ; 3' CONSTRUCTION BELOW �Fi1S INTO ARL DECK). , k2 COPPER ROOFlNG ON SELf ADHERING WAlERPR00F MEIABRANE ON 5i`� ' 1 ,�, I �, � � I , 'f 1 tI2� > >I2� W24 TYpE ' fC GYP SH�G ON MTl DECK �W STL FRAMING ' _ _ _ —� R3 SAME AS R1 D(CEPT WRHOUT THE 1 /2' PLYWOOD AND 3 � ,%'' � --- , - POIYISOCYANURAiE INSULATION `, ' � i j 1 1/2� R4 ADHERRm EPDM ROOFING ON SlPOED CANC FlLL (MIN 6" " i ' A; tr+.p ReVIS10f15: ? � I WITH SNOWAIELTING PIPING) ON AITL DECK ON STL FRAAIING i � W10 I � I � -'k-- - - - I - - i RS LOOSE UID BALLASTED EPDM ROOFlNG ON TAPERm tNSUlATION CN ./,°;' � CORE/SHELL 11/7/97 ` � �p�� ytg W� g I � ttPE ' X GYP BD ON 1111 DECK ON SiL fRAMING. � ,_ $--- ' � � �w� R6 COPPER ROOFING ON SELF ACHERING WATERPROOF ME�ABRANE :)�� i � � ' � � �� EL - 78'-8 1 /?' � L , I ��VV ��0� �� -a° � � � EL = 78�-8 1�2� WS WS CDX PLYWOOD ON STI. STUD JOIST FRAAIINC. I � Q Q Q � _ -� i ~ W19 WS RI SOIL OVER 1 /2' DRNW+GE/PROTECTION BOARD ON WATERPROpf � ,', , __ ____ _ _— Wg MEMBRANE ON SLOPED, CONC FlLLED AfTL DECK ON STRUCTURAL ` e r I � * — G R8 PRE- FlNISHED AITI ON SELF ADFIERING WATERPROOF ME�IBRANE Oti ' I r � $�a� �. 1 4' = 1 '-0" W10 m . I � �('��(� (�((� (�� M(� a- CD% FIRE RETARDEM PLYWOOD ON 3 1 /7 POLYtSOCYANURATE � ;: I � �Sl:1011 � � ��SVOO D Ul,l �� V \`?� wg ,� �� INSUUTION ON 5/8' IYPE " �^ SYP SHEATHMC ON A1Tl DECK ON ' � I ; �,1I ��i W5 c,nJ1AlIN(: (SfRPIV PI '�WOOC� AN� ALL CONSTF�IC110N [�C_ 'W !i ��'=, �N '7 o ° Swie �,4. - � _C� � lSl:1�U L� � ��I�OtJ 11lJ L�� V �� la- 3 �� oF ; � , �� io'- R° PAVING : --- A Pt CONC PA�� E� _ � �n� '� " A` :� BF �� ON 3" REMF i JP '��P.B (WITH 7.0 O � Scole 1 /4' = I ' -0' � 8" 6' 3'-4' S'-6' 8' �' SNOWMC; ' �� N�� i ',�u �HAINai,E LqYER ON SELf -r:itiLiiltJG MEAIBRANF t �� __ — _ � �,_go 9 WATERPk00FiNG UN CCiNCRL7E STRUCTURAL SIAB ` � —,� B P2 CONC PAVERS ON 1 1 /2" SAND BED (WfT}1 JNOWAIELT PIPINC) ON � W9 �- - - - - W19 W24 Wa � 7.0 yy19 W15 COMPACTED SUBGRADE. _ L wt3 P3 INTERLOGKING CONC PAVERS ON 1' SAND BEO ON 4' REMFORCED b o � — ° y, - -__ _ — �O N C R E f E S t A B (W I T H S N O W A I E L T P I P I N G) O N C O M P A C T E D S U B G R A D E, I 8 * - *- - P4 4' REINF COLORED CONC SIAB (WITH SNOWMELT PIPING) ON COMPACTCn FlRST FLOOR W8 ' W 2 4 S U B G R A D E. � �� I 70 �GARAGE LEVEL �n p° �_ - � - I " N GOl EL = 62' -6" w "' EL = 74'-0' 4 '� � ;, �. W24 P5 THINSEf RANOOM PATTERN STONE PAVING ON 4' REINF CONC SLAB (WITH / d„ � �` O � O I s' f b � FlRST fL00R "' � SNOWMELT PIPING) ON COMPACTED SUBGRADE � �� ' ~ � P6 4" t SLOPED, REINF COLORED CONC SIAB WITH SNOWMELT PIPING ON � �UP DN UP � � � EL -� - �4 -fl� 9R ,� i--� W24 � c � W9 __ I I - -- - - -�--}-- �P ,� W� F P7 SAAIEAAS 6YEXCEPTMN7TH PATTERNED,cCO OR D�CONC�TOPPING SIAB k - � 'k PS 2xb REL�WOOD OFCKING SCRFWED 0 ,LPOED x SLEEPERS � 16" �4 � � � - �i ' ' - - _ _ � r �n-�,,�1i �� i �nfdC �P! ' CLr �DH'cTiIN� W�T[�.p�>��fiF �AEMBRANC -'rd �s � � <� 0 4'- I _ _ - _ _ � — � , r i i, � �'• �� '�., f„ � - '- Wt9 j� � � MI ` ;�_ � _ — � : N � � "� � _ • 1 1 /2' I 1 1/2" Wz4 W24 _ - - - � .kw �! 1 : nr , + . � � O ap ` .h I °' � 105 " �?'JI N '� � �M a o - m � � w� � , �/2 '` � - I � � Date: NOV 7, 1997 ' o — ._ . _ _ m M� ti��i ,r }AWN 1 . h' �Aq v,. r _ � 1 1 /2 i I W1 WI1 M3 ROUGH $AWN 2x > i M L _ _ . _ '� i-. z W9 _ _ I Wt I I 1 M6 ROUGN SAWN 2x8 TRIM I -Pr0)@Ct IVO: � �17 DO i � - - _ t � _ I -'k- - — - � M7 ROUCH SAWN 2x10 TRIM � u wy I i w� o � i � Ma RoucH s�wN 2xiz tRiM Drawn by: IndaCAD °' � _? i ';' I W8 W8 i e W8 W10 M9 PRE-FlNISHED A1ETAl FIF i Ni: , HAPe AS Df iPl: k. !Jj � , � `� Wg W9 W9 � i A �LAN�DiNG _ Wa i W19 W8 W8 A110 COPPER FtASHING (SHAr a, L�CiA��ED) y� � a � � � �Checked b . � � �II� . 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I.A. � � � � � � i F3 YINY�L �COMPQSIT� I N�T�LE �C�� ' � ARCHITECTURE � � _ . _� � F4 5 1 /?" �TOTAL THICKNES� � _ �i�C F �� )'+ i,"_ , . . ", - '_ PLANNiNG y \ ' / ' FRAMI��G (SEAL WHERE E� , ' L � INTERIORS _ �.. ; � - - - - - - - - - y,� � - - - - - - - --� t FS CARFET ON PAC F4. ', _ _ � \ I Fo THINSET CERAM�C nLE JN ; F? THiN:R TRAVERTINE TItE � " • ' Main Office � � ' W8 N ' � � I FS VINYL CGMPOSITION TILt Ut � ! � �o Sou�A Fron[aµe Road Weu j� ;' W13 W22 � Yail, Cobrado 81557 l / i � • ' F9 iHINSET iILE ON TROWELED- vN N:At6RANE W'�iIERPF;� �': � . Te1: 9701476-4433 SLOPED ,ROUT FlLL (MINIAIU�1 1" SLOPE) ON f4. Fare 9�W475rt6oB � F10 THINSET TRAYEf�i�:F T E "a�;y Hf,NED SURFh � '; - a� � . � � � � /- f I , i � _ , � ' MB WP ON SIi,� =� u � � i � � � i��N 1' Sl u ' F � �'. ' `: / \ o - � i ;� ! '��tii / ! � B� Darver OMke 5 � , 81 fi' NOMINAL PF . ��i � � ia� .ivruCD 9A5E ;Si 16t�W�ueek. � \� I - -- � W15 I A7 . 1 � i 82 4' NOMINAL PPl '-iL�C �iFPI'�WGOG 6ASE �S' Denver, Colorado80202 a. 6 � { 7e1: 3031623-3;55 �=� �\ I � 83 � NOMINAI PFfOf1LED SOFIWOOD HASE (P) Fax: 3o3/s23-2262 �, r �� ` � ! W15 � � i B4 4" NOMPJ.4L PRO�ILED 50^'WOOC� pASE !,P; - - _� _ _ _.. _ O 6'- 0" ' . ; 65 1 " X 4" NOMINAL FL� o�� '_ ' P ; ' — - - - _ �._ ' f- _ . W22 w� 3 � i � B6 6' TR4VAE�RTINELE Ed � . _ - - " � _ � � !'�� ;u,: z L ?Q1) MAIDS RM W15 _ _ �� I B9 4' RUBBER BA�. ` / � � �I'�, ; � � ; B9 NO 6ASE � i WALLS �.:' ! ! � ` -� r Fir�NUk.E �uE cnP—�� ' �` : , W22 W � '� � � Wl 3/d' EX Fitll�n 1�PiL _ :.��1y11i1', $r5 (EIF< � �t� .` i - f °{ �v;' � i 0� � � � SHTG ON 6' STUGS wi � N F.- t9 UNFA�EU 6ATT INSULATION AND VB. ;� „ - I - �+ 1 ; ' I � 2'H X 3'W LWVER � � w2 1 1/2" EIFS ON 5/8' lYPE ° R' CYPSUM SrIEATHING ON o' iTUDS ; i\ i � � B�TM �� "` '$� � I WiTH R- 19 UNfAL'ED EW1T �NSU:ATION AND VAPOA gARFIER. � `\ I � `� / i � __ '' '�'� ---__ - T�� R'pGE � � i W3 5 NOIA� $TONE VEPlEER ON BUILDtNG PAPER ON 5/E" 'YPE " K" . , _ '' —_- Wl ,i I �y8 0 � � 0 � •_1' SHTG ON 6" STUDS WITH R-19 UNFACED BA1T INSUlATION AND UF �,� \_ � � W4 1" l(5' NOM T&G V-GRQOVE CEDAk SI�iNG )JF�' �l!!lDi"Ji: �AFER i);�t:� j � 5/8" TYPE �X" EXT, F7NISH OUT SiMIIAR TC � ' ��.� � � � � � Fl tn .. , � � � �,� � ��'.. / "ti� 1 a � j WS 3J4' EIFS ON RE1NF CMU OR COMC WALL ' �� ! W15 � , I __ I � W6 1 1 /7 EIFS ON REINF r,MU OP CONC WFU t' I �° �-�--{-� i I ' _ _ i/0 WAl1 ' � W7 EFS ONLY (NO INSUlAT10N) ON FF ��i� !: !d�. , . . � I � // � � is l -' � I L � 3 � E� i �, 7�_� � i WB 9" REINF CONC AIASONRY UNR( , v' W � , HOISTING BE�M w9 B' �SE-IN-PL4CE CUNC WAL� Wt0 5' NDIA STONE VENEEk ON REIN' � �4 � , w� r• U (� �p �, � j'H i: o�w �,�EN,r.�;_ I '� . ��c�o�d C�c�dc�� D��rg�d p0a��IJUU � � l`:S `u' �� W4 W19 � WI1 1 LAYER 5/9' TYPE °X' GYP B� ! 6 ` � � ' , ;1� � t�+,,- 4r � ' _r, {l � Wi2 5/8" TYPE ' lC GYP BD ON I / >" RESILIEtvT GHANNELS AT 24 0, ' ' '� d „ r i 5/� STUDS wITH 3' SOUND ATTENUATION BaiTS (S�A1 FNi�RE aF� �e � � , . �- WITH ACOUSACAL CAULKINC). / �1 ' ,- W19 WS � li I W13 SAME AS W12 WI?H 6� STUDS INSTEAD OF 3 5/8" �?� �( �'�/ J � r� fj ---+ W� 4 2 UYER �F 5/B' TYPE " X" GYP 6D ON 3 5/8" ST� , ,- � � � !i `� ! ATTENUATION BATTS (SEAL ENfIRE PEkIMETER WITH 4Cv� .Tii A� CA � ,. � � + I „. ..;� �; � i i W15 �AME AS w14 WITH 6' STUCIS IN�iEAO Of 3 5/8" STUDS i � � I ,!, : W16 1 LAl'ER 5j8' TYPE "X' GYP BG 6N 2 1/2 C-H SiUDS WITH 1 : � � O ,� „ i I , i � UNER PANEL (1 NOUR RATING). � I Q � � �� ,� � ; , Wt7 2 tAYERS Of 5/B' T!'PE " X GYP GN 2 1 /2" C-H STUDS � !�i � � � � � �� ! ; � LfNER PANEL (_ HOUR RATING). ' � � W18 1 LAYER Of 5/3" TYPE � X' 61P 5D ON 7/3 FURR�tJr i ! �c__1 � � j�-� 9 �o - - y;g w� q � � W19 1 LA�ER OF 5/8� TYPE " �' GYP BD ON 1 5/8' SR ' ' I I ' W20 1 LArER OF 5/8' T/oE ' X' GYP BD ON 2 t /?" STL �� O �� F4 � Fa FOVRTH IEVEL � : W21 1 LAYER OF 5/8" TrPE ' X" GYP BD ON 3 5��' STL :� � : � � �) i" - I , — — ----� EL IG3'-t7' � W�Z ' V+YER OF 5/8" TYPE " K' GYP BD ON G STL S1LID"; I � � WZ3 2 LAYERS OF 5/8" T1PE ' X' GYP BD ON E" STL STUD �� r, � � _ , . _ � � � '� I � I � , � , ( � � ; � ' — � BATT � 'i , V 11 ' I i W?4 SAME AS W?2 W/ 3' �OUND 9PTT (SEAL ENTIRE PERI►IEiER WITH - - — �f- .�'� 5 C ' � C t � � ACOUSnCAI CAULl+INGj. � 1 � i � J - �1 �� A� � � ' ' WZS ix6 NOM T1tG, V-GROUVE CED.4R SIDING OVtR tx4 BLOCkINC- )hi � I � � I � I � BUII.DiNG PApEE ON REWf CMU OR CONC � I ,� ¢ � � �_ �I I� ____� � � °' � + W26 PRO � FI'TION BCiARp OJFB SELF 4pHFRINr y�AT�RPPC�:1FINt �' � � �c L _ --- �I W! � N8 � � � W19 � W8 � W8 � , W19 � , VA.F � �'� � � '� � r �' -r � - �, . r ' WiTH F , ,�. i � .�., '� � � 'i � o � � �` j �� I �� ce�uNC� � i , �-- _ - � , '� I � j � Ct ti; ,.;� � , �, ; � �. � ��dsu)!� � , � �, , II ' THIRD LEYEI ' � C2 5 'a � I [ � 1� : � f :.� � . � FlSiON "_.M H�,'� �� -;1" � � +' _ � � � ;� , . i _ ` � ' —� '�c MSUI/�TIDN AND VAPOk BARGIEh � . `; ;iN} I �� \ � . EL 93'- 6' I C3 2 lA7ERS UF i /r TYPE " a' GYP BD ON SR STUC ,�� a ,_, - � " �I -- -- - ?-38 BA1T INSUlAT10N ANG VAPOP. BARRIER. /;,' , ' � - � � `` �, - � I . �4 2' Y 4' ACOUSTICAL TILE CEILIhG ON SUSPEN5IGM SY ! ' /- „ ' � �, , � : CS 5/8' TYPE 'X GYF SOFFIT BD ON SUSPENSICt� SYSrr -�,;u �- � �- � � � � ; C6 a41dE AS CS WITH R-30 vhAFf FACED BATf INSULA�:� �� , " \� '�Ng ' � I 1 c � >OFFlT BD ON STL FRAMMG �ECAR 80ApD5 uN 5/8" :>1' � � �� CB $AME 4S C7 WITH k-33 KRAFf FACEp q4Ti INSULATO" �� I i C9 5�8� �YPE ° 1r GYF SGFFIT yp pN 2" Z CHANNELS =1 v"" - 1--1 � - _-- -� � • 1 /Y ?OLYl;lxl'ANURATE INSULA�ION. a . � ( � I ' C10 2 LArERS rF 5 !8' TY�E " �' GrP gpARD ON � � /�' SECOND I.EVE� � � . �. r i " rP t �PJ�F� �uti�`i i ` N l�R H6PI i ie� � i ,1r.�i , -u-. - � � - — — -- —EL 84' - �" i � C1 1 , , . � �?P� . � * � �' . _ _ RC�, r . _ �� , - L (;" � y � ( _��,i�, �j� �`� �� U . G � �• i, � � R1 �� i� �� `'� ,f; ' , �� A. ' � � ¢. ., � , . _ , . . � �i �L � AL � t ' � ll. W�1i [ � ' F ' i � Mf �HFANF �,f � t R._T. r ` it,�; " � �U � 6 �V�' V �� W�C4JU ��ll�.l �� V � � � � i � , ' �� CIWUOU ON � i/"t FO111501.YaNURNTE INSULATION ON S�Fi� ° Y _ �� ' � � � 3HT6 ON MTL DfCK ON STL FRAMING (SCREW PLYWOOD AND ALL � '`�� ka}p : � �q' _ � '_p" ' ' � . � o I f CONSTRUCTION BELOw THiS INTO MTL DECK). � � � R2 COPPER ROOFING ON SELF AQHERIN6 WATERPRO�F MEMBRahIE �, " ;, ,. , � !` � $,( � i I ; TYPE ' Y, ' GYP SHTG ON MTL DEi;k ON �TL FRAAIING. ; � � j � R3 SAME AS RI ExCEPT VATHOUT THE 1 /7 FLfW00� ANO 3 '� - -��. � � � - � -0� � � ' ' � I POLY15pl`,YANURAiF MSULATIGN � � I - - - -- r� I i � R4 ApHERRED EPDM ROOfING ON. SLPOED CUNC FlLL (MIN 6 i � Revi� lOns : - - - - - � Ij I� FlRST LEVEL I' WITH SNOWl/E�TIIJ% PIPINGi uN A�TL DECK ikJ STl fRAMINC� � � _ 6�=� �_ ____ �, � -- - - -� '�. RS LOOSE IAID BALLaSfED EPUM ROOFlNG (NJ iAPERE� INSUTATION C�r _ CORE/SHELL 11/7/97 E W8 � E� ' �' ' � i NPE ' X' GYp 8D D!J MTL DECH ON STL FFAMING. ( ;r,i>u �E ; 1 ' I R6 CQPPER ROOFING ON SELF ADHERING WATERPROpF MEMBRaNE ��; ` - - - - � .T__ CDX PLYW00� ON ;TL SfUD J01�T FRAMING. , �'- �` i � �' A I P7 SOfL OVER 1 /2' DRAiNAGE/PROrECnON 80l�RG ON W'ArEF°R_ , : I - - - � - - � i WS I �� I � � IJEMBRANE ON SIOPED, CONC FILL=D MT� DECK nN STRI � T� �-;., --, ' �`� � ' �� i ' ' i� � � � P.B �RE-FlNISHED M1L ON ;ELF ADHERING WATERPRC✓)f MEMB� . �c ".� . � � '�� ' ! i I ' o, �DX FIRE RETAFDENT PLYWOOD UN 3 1 %Z" POLYISa�YANUkATE -_' � ��'�- � � � i � �� INSUTA.TICN �iN 5 !a T'�P� ° �' SYP SHEA�HING OAi MTl DE.K `�N "_� _ �.�„ � I ( I � � - � . eA�.q - a,•'�u . N!' .-;n p•,i ALL �^n'1 6r ° ,, . ,i ` _ .d THI, r . . f`. � � � � I � � � i 4-. � i 5 � I i ` PA'v� I � � � A% 1 Ft I � . � � � � P1 �(ihii F" i '� � _T' kt a�._ N"�-I ;1 � �1� . � � - - GARAGE f.EVEL � I ! $NOWMEI n .�, , � ,,1�: i ar[�: .�� i ; rV i - A��id.BR: ' .! ., I � ' i El 64'-5� � I WATERPROIrItvG .:iN l,vhrkElE � fRUi,TUr2aL �J+E ` - w I , � b , P2 CONC PAVER$ ON 1 I j 2" SAND 8� (WITH Sh1pWMELi PIP�NG) 0^t - - - O i I �� -- �:JIAF �t.luNC v ; COMP0.CTED SUBGRADE ' ELEVA70R -' � r '� �o � c+ ' Wg i � ' � F3 INTERLOCKING CONC PAVERS ON 1" SAND BED ON 4" REINFORCE� .`�� . ' � LOBBY I i ELEVATOR �,� � i CON;'RETE SLAB (WITH SNOWMELT PIPING) ON COMPACTED SUBC;RA � I I � -- - - - - � -'Ic P4 4' REINF CO�ORED CONC SlAB 4WR11 SMOWMEIT PIPING) ON CQMH4 : �_ ' � EL 64'-6" � , j �1E H RM El 60'-� � SUBGRADE `� ' � � FS THINSE7 RANDGM PATTERN STGNE PAVING ON 4' REINF CONC SLAE , n' U� I ' ' � iNOWMELT P�PINGj ON C�MPACTED SUBGRADE � Wa w8 ' ' "' I P6 4 i SLOPEO, RE1NF COLORED CONC SLAB (WtTH SNOWME�T PIPINi: + ' _ - WZ: WL1 ` i % °- � ' DRAINAGE LAYER ON MB WP UN CONC S?RUCTURAL SLA9 i I � j p7 SAME AS ?6 EXCE°T WITH PATTERNEp, COLORED CQNC TOPPING �! :i ! � ' i � N$ �v� RE(`W(!�?� ��CkINL". SI,PtVlFD ?� $IPQE^ 7-r SI_��FFS dS 1F:' � � � ' i � �cr - � r r �. nNEpqr� - cr,- - !,�E'dl.'P+':. `;' �J w�z ws ' � � ° - . � ,� ! 2 C��C��a�OC� �C�C��O� MI,� _ �f "" _/ ICE - -- � _ � L"J Scale . i /4' = i '-0" Mt 1 ,a �5 ' � : - — ,a,8 Mz �� ,�'�� sawr� � -� � � ��; Date: NOV 7, 1497 ° ,_} _ _� i M3 ROUGH SAWN 2x2 � �-'^, �, � �• A14 ROUGH SAWN 2ka � _ � � �� s ROUCH SAWN 2xf � � >> I'roject No: 19017.00 ',, _ f - .... _ _ _ _ . . _ _ __. � _. _ -- -� M5 ROUGH SAWN 2x8 TR e � 1 sTORacE E�EVnTOR waTER Drawn by: IndaCAD i ' '. l� . � _ "�- ' - EQPT ENTRY M7 ROUGH SAWN 2x1G 1 . " -- -� tL 64'- 6" � EL b3' S EL 6''-3" M8 ROUGH SAiW 2x12 � ! ; _ - - ,_ , � M9 PRE-FINISHEA MET4� �. _ �APE " �� -. : . , ,, ' � n, � wz � !� i� c�E�r s D ONE I. � a��fU Checked by: , we ws � , ;� �� ..avF� � � Sheet 2 (�f - � � ;; � �z , � � . , - ,a� . � .� ��F . � i � � , N_ _ W23 w�, � , - o � d �, -' n� i � : ,i � A / . � .. � c�� c��N�c�o ��o�� GJL- , � �� _ _ A � � �_oPY�z: c � �rr� s�.,� � ; 1 ��_ _ __ -_-_.__ _- __ _ _' _. "_- _ __ '_ -' '_.__�- __ ._'_ _ __ _ _______ _ -- _- f _ _-- " _ � Pierce, ; � 000� �C� 1�l C°�'Co'�(��C@ � oO�C� �C��1 C°�Co'�NJ�C°�' Segerberg & ; Associates � DOOR FRA�IE HARDWARE DETAILS DOOR FRANE HARDWARE DETAILS ! I AI'Clllt@CtS � � N0. - , - . - --- - - REMARKS N0. N0. ---- - ------ ----- -- - - - - - -- REMARKS N0 . P.C:A. I .A. " ,' WIDTH NEIGHT THICK ! IdATI RN RAiING . ELEV MATL ' FlN GROUP HEAD JAMB SILL WIDTH HFJGHT THICK MATL FIN RATIHG . ELEY M4TL FlN GROUP ` NENp ' JAMB ;I11 k� _ - - --- ,. _ ----- ---- -- -- - I LEVEL 4 LEVEL 4 GARAGE LEVEL GARAGE LEVEL � PUNNING - ---- - ---- - - --- _ - -- - /1RCHITECTURE : � - -- - -- - ' INTERIORS � 401 3'-0 ; 6'-8' ! 1 3/� i WD ; PT � 1 Hr � A MTL ' PT _ _ � 4.2 ; 4.2 � - AIETAI. CASING BOTH SIOES �01 G01 3'-� 6'-6'' � 1 3/4' HA1 PT i1 1 /2 Hr A HA1 PT i • 4.i3 �. 12 4. 15 • �t � � _. _ � _ - - � - -+- - - -- --- � . . � , _ _ _ .__� �._ , _ . . . _ _ _ _ . . _.. .__. � . - _ __ - - -- - _ _ _ _ - . -_ . . .- -- - - _ i� ._ __ _- -- - --- - -__ __ _ . _ _ . _ _ _ _ _ _ _ _ _ � 2011M1 C WD ST 4. 1 '- -- � - I 402 3'-0� I 6'-8" ?.i 3/4' , - �MD ' PT � 20 MIN . A MTL � PT 4.5 � 4.5 � - IIEfAI CASING BOTH SIDES 402 G02 3'-0" 7'-0' ; 1 3/t" WD ST ' r 4.1 - -- - - -- - --- --- -- ---- G02 ' -- ---- - - -- --- - - --- - - -- --- - - - ---- -- - - -- -- --- - -- ---- ---- - - ; 403 4'-0� 7'-3� 1 3/4"i MTl � PT 20 M{N A WD PT 4. 10 4.8/49 - Wi)N DOOR INNOVATION SYVING SAIONE DOOR WITH MAGNETIC HOL� OPENS 403 G03 3'-d' 6'-8' 1 3/4" HM PT , 20 min ; A HM PT 4. 11 4. 11 GOJ � �`�°�" � - . , _ _ . _ F�o�sge eit I 404 4'-0' 7 -�' ' 1 3/4" � MTL PT i 20 MIN A WD PT . - WON DOOR INN�VATION SWING SMOKE DOOR WffH MAGNEfIC HOID OPENS 404 G04 3'-d 6'-8� . . 1 3/4' HM PT NR A HM PT _ _ 4. 11 4.11 G04 � ��w�0o 81657W +� V ! - - - -- -- - --- � Te�: 97CV476M33 ., � - - -- -- - - - ----- ---- - -- - - - -- - .. .----- - ; 405 3'-0�' 6'-8' 1 3/4" � WD $T 1 NR C N'D S7 4.6 ' 4.6 - 4Q5 G05 3'-U 6'-8' 1 3/4' NM PT 20 41N ; A HM PT 4J 1 � 4.11 � GOS � Fax 97Uy476-4G06 1 - - ' 1 3/4' HA1 PT 20 IAM � A HM PT 4.11 � 4.11 . G06 � 406 3'-0' 6'-8' 1 3�4' j WD . Si i 20 NIN C WD ST 4. 1 ' 4. 1 - 406 G06 3'-0' 6'-8' ! --- - ---------- - ---- - - - -- - - - -- - ----- - - - - ---- ----- - - ---- ----- -- - -. . 'I 407 3'-U 6'-8' 1 3/A' I Wp , ST 20 MIN C WD ' ST • 4J ; 4. 1 - 407 GO? 3'-0� 6'-8' � 1 3/4' HM PT._ !. _ NR � A ) HIA PT 4. 11 . 4. 11 � G07 ' i i _ � -- - - _. _ _ _.__ . ..___ --- - . .�-. - _ _ .._ - - - - _ _ _ _ 408 3'-0' 6'-8' , 1 3/4" { WD ST 20 AIIN : C WD ST 4.1 4. 1 - 408 GOB 3'-0' 6'-8' ' 1 3/4" HM ` PT ; 20 min � A HM PT 4.6 �.6 � G08 16t7WaxeeSC � - - -- - - -- - -- -- - - -- --- - - -- -- - - -- - ----- - - - - ----- ---- -- -- - - - - - ---- -- - - - - -- - - - - -- - - - - ---- -- - - - - � --T-- -- - - - SuMe CI i I 409 3'-0' 6'-8' 1 3/4' ! WD ' ST 20 MIN C WD ST 4.1 4J - 409 �9 3'-0" 6' 8� 1 3/4' Wp PT ' NR C WD Pf 4.11 4.t I • G09 I Denver, Cdaado a0202 - ; _ . _ _ _ . _ _ _ _ _ _ :.. _ . _ _ , _�. - - - _ _ _ Tal. 3/623-3355 410 3'-0� 6'-8� � 3/4� � WD ST � 20 MIN C AITL PT 4.5 4.5 - 410 G10 3'-0� 6'-8" 1 3/4" HA1 PT 1 Hr A HM PT 4. 13 4. 12 4. 15 G10 Fa�C303/623-z262 � II -- ----T ^- ! . -- - - - - � --- - -- - --- --- - -- - -- - - --- - - - - - -- - - - - - - � - - - ' . � - � -- -- - - .-- , , . . . . - - -- --- - - - - - - - --- - -- - - - - - - - - - ---- -- 4U 3'-0' 6'-8` 1 3/4' : Wp ST '1 1 /2 HR A A11L � _ _ , ___ . ___ __ 4J8 � 4.2 4. 15 WOO� � CASING 01! CORRIDOR SIDE 411 G11 PR 3'-0' 6'-8' a 1 3/4" HM ; pT '+1 1/2 Hr i 8 HM PT 4.14 4J2 4. 15 G11 1 ,; _; . _. ; . . _ _ 412 3'-0� 6'-8' 1 3/4" � WD ST 20 MIN C WD ST 4. 1 4. 1 412 �12 3'-0' 6'-g' 1 3/4" . H�I PT NR A HM PT • 4.14 4.14 4.15 - INSULATED DOOR _ G1 � _ ___ _ � _ -�T•-_-_ _._- _'-----. -_-_ -- _ " - _� . _ _ _ '_ -_ __ _ -" __-_ _ _ ' _ . " _. _. _ _ . _ _ - _ - � i 413 3'-0� fi'-6� 1 3/4" ' WD ST 20 AIIN C WD ST 4. 1 , 4. 1 - 413 G1 J 3'-Q 6'-$' 1 3/�'. HM PT NR A HM PT 4.14 4.14 4. 15 INSULATED DOOR G15 I � 414 3'-0' 6'- 8" 1 3/4' I WD ST 20 MIN C WD ST 4. 1 4J - 414 ,14 16'-0� 7'-6 � � A(TL PT NR F MFR GI I INSULATED SECTIONAL OVERHFi1D DOOR C14 - - -�--- - -- - - --- -- rt - - ------ - - -- -- - - - 415 3'-0 6'-8' � 3/�-'ND ST I 20 A11N � C WD ST 4. 1 4. 1 - �° 415 G15 8'-0'^ . ��6'-g � S' Mtl/+ND PT/ST NR j G AIFR � i GI ' - ' -- - INSULATm SECTIONAL OVERHEAD DOOR WiTH WOOD SIDING - -- ---- G15 II . _ _ , ... __ . --- - _ _ _ _ _ . _ _ __, _. _ _ _ . . ._ _ _ , 416 3'-0 � 6'-8" � 3/4" Wp ST 20 NIN C WD ST 41 4. 1 - 416 G16 3'-�' 6'-� ', 1 3/4' MM PT i Hr A N►i PT 4J3 4J2 4. 15 Gi6 -- - - -- -- -- - - -- - -- - - - • -- - - -- - - _.. - __ -. . .- - - - - -- ---- -- - - - - - --- - ----- --- - - - - - - ---- - - --- -- - - - -- _ . -- - ---- -- -- - I li 417 3'-0� 6'-8� 1 S/4" Wp ST 20 hIIN C WD ST 4J 41 - 41 ' �� 17 3'-p' 6'-g' 1 3/4' HA1 PT � 1 Hr A H11 PT 4. 13 4. 12 4.15 C17 I _ _ _ _ _ __ _ _ . . _ _ _ _ s. _ __ _ _ _ --- _ i 418 3'-0� 6'-8" 1 3/4' , WD 5T i 20 AIIN C WD ST 4. 1 4. 1 - 418 G18 PR 3'-0" 4'-8° 1 3/!' 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PT ? 410 4.8/49 t08 iI I - -�---a -- - -- - - - - -- - - --- - - -- - - - - - -- -- 109 4'-CI 7'-8" i 1 3/�' WD PT 20 mm � A ARL PT �' 4. 10 4.6/4.9 109 ! � Q i ; - ° �: A B C D E F G � „o s�-o s�-s� ' � a/a• wo n NR ' c , �n ar _ 4 , a. , „ o � , - _ � -�- -- � � _ - �---- -- _ - -- -- - - _ _ --- --- ---- _ - - - - - -- - - - -- - - - - - - I 112 3'-0' 6' 8' 1 3 �' WD Si 20 min C YTL PT 4.6 4.6 �_ - - - -- - - - - -- - -- - - -- - - - I 12 i � � % 11I 3'-0' 6' 8' I 3 4' WD ST $T NR C ARL PT 4. 1 4. 1 111 � i t 13 3'-U' 8'-g 1 J/4 Wp ; 5T 20 m�n � C ) WD i 5T ! 4.6 4.6 � 113 I . _ - - -- - - � - - _- _ O . _ _ . _ . , - - - - - _ - ._- - _ ' 114 3'-d' 6'-B' 1 3/4' WD , Sf ZO mm � C WD ST � - - -- 4.6 4 6 ---- - - - - - 114 J � - -�--- - I ,.. i 115 3'-0' 6'-6' 1 3/4' Wp � ST 1 HR A MTL PT/ST 4.5 4.5 WOOD CASINC 80iH SIDES 115 ,, ! 16 3'-0' 6'-8' 1 3/4' WD ST 20 min C WD ST 4. 1 4. 1 � i t6 � O - -� -- -�-- - - --- - - - - - - - -- U ' � 1 3'-0` 6'-8� 1 3/1' WD ST 20 min C WD ST 4 t 4. 1 117 II 1 18 3'-0' 6'-g , 1 3/4' WD _ _ ST 20 mio � C WD ST � _ 4 1 4.1 _ _ 118 � J - -- --- - - - -- -- ---- ----* -- - - -- - -- --- - - - -- - i119 3'-D" 6'-8' 1 3/4' WD $T 20 min E C WD ST �- 4 1 4. 1 119 � � 120 3'-0" 6'-8" 1 3/4' WD ST NR 7 C � HM PT 4 18 d 16 -- - - - 120 \ � - - - - - - - -- - - - -- - - - - ---- - -- - - - - -- - r ^ / ' 21 3'-d' 6'-8" 1 3/4' N'D Sf 20 min C WD S7 4 1 4J 121 �r I ' 122 3'- 0" 6'-8" � 3/4' WD SI ZO min ' C WD ST 4 7 4, 1 - -- -- -122 - - ---- - - - ---- -- -- - - ---- -- -- - - - - - -- - - - - - � 123 3'-0' 6'-6' 1 3/4' Wp ST 20 min A dTL PT 4� 4.5 123 i � 12a 3'-0" 6'-B� 1 3/4' HM PT NR A HM PT - 4J6� __ 124 --- - -- -- - - - - - - -- --- ----- - - - - - -- - ---- -- - - - - - -- - - - - - - - - - - - - � 125 3'-p' 6' - 8� 1 3/4' NM PT NR A HM PT - 4. 16 125 i � � i � I - - - - -- -- - - - ---- - --- -- -- - - ---- -- ---- - -- - - -- - -- ---_ - - - - - - -- - -- -- - - - _ .. _ . _ _ . _ _ � . j - - -- --- - - LEVEL 2 LEVEL 2 -- - - - --- --- - _- - -- - - -- - - -- --- - -- -- - --- - -- -- - - I201 3�-p' 6'-8" 1 3/4' Wp PT t hiR A AITL PT a ; 4.2 a. 15 MEfAL CASING BOTH S1DE5 201 I 202 3'-0' 6'-8' 1 3/4' Wp PT 20 AIIN A MR PT 202 _ ---- --- - - - - - - - - - - -- - -- -- _ _ - - - - - - -- - -- - - - - - - - - - - - -- - - - - � 203 4'-0° 7'-3� 1 3�4" A!f(, PT 20 qIN A • HM PT � 203 II 204 4'-0" 7'-5' � 1 3/4' ►ITL PT 20 IAIN A � HA1 PT i - � - 204 205 3'-0" 6'-8' 1 3/4' WD ST NR C WD ;T - --- - - --- -- - - - - - -- - -- - - - - - - - 205 206 3'-0' 6'-8' 1 3/4' WO ST 20 YIN C WD ST 4 1 41 206 - - -- ' --- -- - - -- --- - -- ---- - -- - - -- - -- -- _ - --- - - - - - - - ---- - -- -- - - - -- ----- -- - -- -- I 207 3'-0 6'-8' 1 3/4_ Wp ST 20 NIN C WO ST 4. 1 4. 1 207 I I 208 3'-0 6'-8" t 3/4' WD ST 20 AIIN C wD ST 4. 1 4J -- - - -- - 208 I - - ----- - - -- - ----- - - -- ----- -- - - - - - i 209 3'-D' 6'-8" 1 3/4" WD ST 20 MIN ' C WD _ ST 4. 1 � 4J - - _ __ 209 I 210 3'-0' 6'-8' 1 3/4' WD ST 20111N ' C WD ST 41 � 4. 1 210 � -- --- -- --- --- -- - - - - -- - - - - - - - - - - --- -- - - -- - - - - - -- - - -- - --- - ----- -- I � 21I 3'-U' 6'-8� � 3�4� WD ST 20 YIN C WD ST 4. 1 4J 211 i 212 3'-0" 6'-8" 1 3/4" WD -Sf t 1/2 Hr A MTL PT - 4.2 4. 15 -- - 212 - -- - -- - - ---- - -- - - - - -- -- - ---- -- - -- Revisions: 213 3'-D" 6'-8� 1 3f 4 Wp $7 20 YIN C WD ST 4. 1 4. 1 • 213 I 214 3'-0' 6'-8� 1 3/4' Wp ST 20 MIN C WD ST - - ---- - - - - 4. 1 . �. 1 - - - -- • - - ---- - - - 214 j � � CORE/SHELL 11/7/97 i 215 3'-0� 6'-8' 1 3/4' Wp $T 20 MIN C WD ST 4. 1 4. 1 215 - - � _ __ _ _ - _ i 216 3'-0� 6'-8` ' 1 3/4' Wp ST 20 MIN C WD ST 4. 1 4. 1 � � � 16 ; ---r---' - ---- -- - --- - - --+-- �- - - - -- -- - - - - 217 3'-0" 6'-8' � 1 3/4' WD ST 20 MM , C WD ST 4. 1 ' 4. 1 • 21i ' -. _ _ _. _ _ ._ _ �i 218 3'-0" 6'-S" ' I 3/4' Wp � � $T 20 A11N ! 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I '� � _ _ W _ � F MULL TO R 0 TOWE _ �.. _ _ _ _ __ _ _ _ _ - _�� --- __ _ _ - - - -% Y E2620-21 5'-7' - - ---------- -- - -- ------ --- - - SEE DETAII 5. 1 t, I I � i ` �� F i -- - � _ . _ _ . _ , _ i i _ -- - - ._ _ _ _ _. r I � I _ i - - - -- -- f MULL ON TOP OF Tf -- - ---- --- ---- -- --- --- --- --- 7 i � I � � Z CUSiOAI 4'-0" 1 '-8" :k - - _. i � ' �� HH II , JJ KK LL MM NN , _ -.._ . _ . _ _ - � _ _ ___ . , ' � 00 -- - , `.--, an cusrou a�-s' i '-s� , * _ -- � --' __ _ _ __ _. _ . , __ _ _ _ __ . . . , _ - -- - . - - - _ _ - __ _ , _._ .. _ _ .� _ _ F _. MULL ON 1'OP OF G ----- - - -- - -- --- --- - -- - - � � , i - . . . _ -- - ----- - __ _ - BB E2620- 11 2'-6" 2'-(f -" ----------- - - ---- -- ---- -- _ __ i �I _ _ _ . _ . _ - - -- _ F --- ----- - -..- ' � _ . - _ .. _ _ _ . _. - -_ _ - - , -- . _ _ _ __ . . - •F TRAPEZOID MULL ON TOP OF A---- -- --- _ - - ----- ----- _� I , i . - - - -- - - ----- i � � CC CUSTOM 5'-0" VARIES # I / ` _ / \ � i \ � - - CC i' / / , ,` . - - ----- - _ __ ._. I - ---- � __ _ , / � DD CUSTON 5'-0' VAWES � - i I i - -- _ , _ � - -- - _ . _ _ _ _ _ _ . F TRAPEZOtD - MULL ON TOP OF WW - - --- _ _ . _ _ _ _ _ __ _ -- - - --- / _._ --- - _ - - I \ � / � / EE CUST011 5'-d VARIES - - i . V I ' - - -� - --- _ - - ; � � _ DO � \ \ ! \ � / _ . _ _ _. .. __ . _ . _ . _ � . , � _ _ _. _ _ _ _ _- - F TRAPEZOID - SEE DEfNL 5.10 - - - - - -- - - - - -- - -- - -- -- --- EE- i --- - I I \ `, ;' \ � FF CUSTOIA 5'-d VNtIES - -- -- - �- - -4- --- - - _ ._ _ ,. _ _ , - --- ------- -- - ---- -- ----- .I _ . -- �- _ _ ... ... _ _ - - - - - F TRAPEZ010 - SEE pETAIL 5.10 --- I � _ _ : . . _ _. _ . _ - - - - - -- ---- . . - ----`� � - -- �, -- '• � - �- - . . . _ . . . - - - . . . - - - . . . _ _ . . . . _ . . .. � I - ---�--�----- -- -- - ----.. .�-- - I GG CUSi011 5'-0' VNtIES � • # - F TRAPEZOID - MULL ON TOP OF C OR D - ------------ ----- � - � --- � � - ._ _ _, _ _ ; � � ��`PP QQ \ RR ,� S� ��,, ��. �--. � _ _ _ _ cc , /� --- -- — — ----- I � i lII ! J � �r11N1 `� XX / w � � ' HH CUSTOAI 4�-8' VARIES - �I _ --- - -- -- - � _ - - - --- ---- --- ------ --- --- -------- - - I --/ �`-- ', ��--' i \ i � � ZZ � - _ _ � * . .. . _ . _. . _ _ _ . . . ._ _ _ _ ._ . . _ F ._ . _ . TRAPEZOID SEE DETNL 5.10 I I , . HW . --. - -- - - ----- - � ` "'_ ` -- ---_- -�. I II CUSTOM 4'-8' VARIES �k _ - F TRAPEZOID - SEE DETAIL SJO- -- - - - - - - - - - -- -- - -- - - -- -- -- I _ _. . _ .. __.._ _ -- _ _ .._ _ - -- - . _ . _ i ns _. _ . . . . . - - -.. _ _ - __- - _ _ -- -- • --- . - - — - - ---- - . _ _ _ _ _ . _ i� �w �203o r-o' 3•-d' s�- � d � ----------- -- � Cor SelShell 11 /7/'97 � � -- - - � v a� F MOUNfiNG HEIGHf VARIES - SEE sf+�rs aa.o r�o a�.o i - - - - _ - - ----- 1 / -- - _ -_ _ - __ — - ------- - _ _ - - _ - _ _ _ - _ _ . . _ _ - - . _ __- _ - -- - - -- — KK E4060 4'-0" 6'-U - - - - -- - - - - - -- - - - __--- � I I �Of�$f1C�� - � �OI15d'UCk1011 � � � � � - -- & -0" - V or F WINDOW NE4R GPo� �3 OPERATES AND LOCKS FRON 1HE OUTSIOE KK I I - . . - - - � � - -------- -- . I LL CUSTOh1 T-0' s'-d - - -- -- -------- - - -- - - - --- - -------- I � 8' -0' - _ _ _ . _ _ . _ _ -- F LL I �I -- --- ' - - - _ _ _ AIM F7966�E1056�E2056 8'-� , 5'-� • , # � -- - - - --- _ _ ___ �,,.� __,. - - - -�- ' v/F/v uULL UNDER B88 - TOP HEAD HEIGHT = 8'-6" � - . _ . __ -_ -- - _ _ __ _ __ ._ . _ _ _ _ ._ ._ M� - i � � { NN ' 60F10 6'-d' 6'- 10' _ _ -,-^ � . . fj'- 1 (r ---. .. - - ---- --------- .. .-- - � __ - �- � ----- - -- ' � . _ . . . .. .. .. _ _. _ . .. . _ . . _ _ . . . . . - (1UT5YIING FRENCH - _. . _ _ _ . _ - _ -- -- - - -- - - --� _ _ _ _ _. _ ._. � - _ NN i � �> sea ' ccc -- - -- -- _ ' I ' 0o sozo o�- o° a� -�' � � - - - -- -- --- - ----- ---- --- ' � _ _ -- -_ -- _ . J_ _' _ _ F FRENCH TRANSOM - MUIl QN TOP OF W � � � , - _ _ _ .. _ ._. _ -- - ------ , - - - --- PP 3080 3'-0" 8'-0' - -- - ---- - - ---- - - --- - ---- - i _ _ _ _ . _ ._ a -� -- _ _ . : ' OUTSMIING FRENCH _ _ � _. - - - _ i _ . _ � 6'- 1d _ ---- - _ _ - _ _ . .. �__ � PP _ ` _ , _ . _ .-- - _ __ -- -- - _ OlIfS1Ml _ ,.�„�.«�,,,,�„ q. I QO 30610 3'-0' 6'-10" - . -- _ _ _ --- _.. - --- - -- - -- , _ - -- -- -- -- ---- � ' � � � � �� f� _ _ . _. . _ .. . _ . . - NG FRENCH -� . �` a,Y�. ' �] � �y,� _ QQ_. I � �� l"Il'J ��I�JOIN ��1111�1`:JW�� 11V� 6�5� — -- - - ��- -_ RR CUSTOW - - -`- ------- - . p 5'-0' 1 '-8° . � _ _ _ . , --- - I -- - - - _ F MULL ON TOP OF A qppR I ' . . . . . . . . . . . . . . .. .._ _ . ._._ ._-. . . . . . . ... . _ . _ . . .. . ._� . .., . . _ . i. . .._- _ ... .... . . _ _ . . _. . . . . . . .. _ . .. . _- . _ . . _ VI{SY r0� ' 5♦ ' �� «_ � � � � � _ . � . � �. "� . �. d3u��Y +l (� } $$ �UST�A - . , — — - - --------- ---- -- ---- — � 2�-6' 1 '-g' ' * - - ----- -- --- - -- _ . _._ _ _ ' f A1ULL ON TOP OF M - - - SS i � �I��+, �� _ _ 1 WINDOW ELEVAliON MARK AMTCHES WINDOW NUAIBfR - -- -- -- - - --- . � : i �� .� ' h ° - --- ----- - � ,w;��A � � ��,� 1T 406t0 4'-0' 6'- 1C' - -- -- ---- ------ - -- - -- --- --- - - -- -- - 6'-10° -- . _. .. _ ,. - ' WINDOW SCHEDULE IS DEfNLEO N20UND EAGLf WINDOW COMPANY'S - - - - . NG fRENCH I - -- >- -- - I �- I CIAD WOOD WINDOWS ANO DOORS. BiD01NG IS OPEN TO ALL UU 50160 5'-0� 6'- 10� ` - - --- - -- - --- - - - _ ; AIANUFACTURERS iliAi ARE fQUAL IN TH� OPINION OF THE ARCFUTECT. ' 6'- 10" - - INSWING FRENCH -- - - - -- - -- - - ------ -- - --- - -- --- I i ��'�_ - -- - _ _ _ _ _ - _ __--- - - - - _ _ _ . _ _ _ _ _ . _ - UU i : � � �2� � � >. DETAILS ARE FWND IN THE 5-SERIES 0� THE AUSTRIA NAUS DEfNL - -- ___ __�_ , _ _ . _ _ _ _ . _ _ - � _-._ �_--- --- i - - - - -- -- _ i i -- ---- - --. _.__ _ _ _ _i BOOK Of THE SAIAE QATE AS THE SCHEpUtE, ININVIDUAL OETAILS -- -- DESCRIBE WHERE 1NE DETAII IS LOCATED; _ --__._ _ . . __ _ - - _ _ _ . _- - - - - - - - ._ . - _ , _ _ - --- --- - ------ --- - - --- -- ---- - _ __ . --_ _ _ - . - - - _ w j Project No: 19017.00 , _ _ _ _ _ . I L_ _._.. _ _ . . _ . -- -- - � I Y _ ON ACiUAL UNR SIZES. �[HE SCHEDUIf ARE BASED W14 E50610 - - - - - - ---- _ _ _ - . __ ,5'-fl' S'- 10" _ 6'- 10" ---- -- - - - - - _ ,. REfER TO BUILDING fLEYA110NS SkEETS A4 - - FRENCH SLIDING ' � AND MOUNTING HEIGHTS IN _ - _ _ . - -- - - _ WW _ rawn _ _ IndaCAD ` ( o u na. � ) FoR v�rmNC ---- � - --- � � XX E60610 6`-0' ' 6'- iD' 6'- 10' -- - --- - - � � --- - --._ __ _ _-- N OF INDMDUAI WINDOWS. _ _ -- - - FRENCN SLIDINC XX � i Clhecked by: B)D � 6. Nl GIAZING IS CLFAR, DOUBLE PANE, INSUIqTING CtA$S WITH - ---- - - - ---- -- - ---- ----- - - - - - - - - -- - ------ -- -- - --- - --- -- --- -- i -- i SIMULATEp DMOED UGHTS AS $HOWN ON ELEVATIONS- LOW E GLASS IS � CUSTOIA 6 -0 6'- }p' � 6'- 17 - - FRENCH INSW1►JG - qR�H TOP - --` I �- _. -- - - - -, _ - .._ _ _ _ _ -- --_. _ . _ _ _ _ . REQUIRED IN S(111E LOCATIONS, REFER i0 7HE SPECIFlCATIONS FOR - - ry � She�t 2 Of z , - _ __ _ _. _ _ - - - LOCATIONS. All GIASS IS TO BE iEMPE7tED WHERE REQUIREO BY - - - -- - ------- --- -- - - _ ` _ _ _ _ - --_ ; CODE. ZZ CUSiOM 6'-d - 6�-0� 7�_q� - VN ARCH TOP - - - - -- ----- - - _ -.. , _. . . ,. . . . _ _ . _ _ _ _ -- : - . -- _ _ - - -- - - - - - - _ � ; �U t5� 7, WINDOWS iN ALL BEDROOMS SWU.L BE EQUIPPED WI1H EGRESS - - _ _ _ , _ . . , _ _ tWtDWARE AS RE9UIRED BY COOE. - - -- -- -- - - - -- - , ---- - ---- -- - --- AA4 6630 6'-C' �' -C' # - _T - - F CIRCLE TOP - IAUI.L ON TOP OF 1fX - - - -- - -- - ---- ----- --- -- -- -- - . _ _ _ � �' ,� 8 . 1 I 866 CUSTOIA 8'-�" t '-6' 8'-6' SEE F/F/f ARCI{ TRqNSpM - MULL ON TOP QF MM �8 -- -_ _ _ -- -- -- - -- - --- - CCC CU5T011 1 ' -8" 1 '-� * - NOTE 1 SEE NOTE S F FlXED FROSTEG GIAc,S AT TOWER CUPOIA ONLY -- -- - - - - - - - --- - -- - - - - ---- CtC' - - - - - - - --- -.- ._. - __. _.. - -- - - - -- - - ---- -- - ----_ ----- - - - - - _ - - --- __ _ _ _ - -- - - . _ . .- - - - -- - - - - - - - . _ _ 'C COPYRIGti� � __ _ _ - - - — — - -- -- -- -- - -- --- - - - - - - - - - -- -- ---- --- � -- -- - - - -- --- -- --- - -- - ---- - � � : — _ _ _ - _ _ _ _ - - _ -- _ - — - — - -- - _ _ - _ _ _ _ _ _ _ _ I �1 ��i d0�'�'i ]i ��C��'Ia��00 Clil� 1�10 t�l d0�ti ' C� 1�1 C�d�IOC� j P ierce, Segerberg & � SIZE FRAME H�� DETAILS � Associates � N0. MODEL No. ------- -- - -- �ITNG GLAZING ELEV ---- - VEMING REMARKS N0. I WIOiH HE16HT MATL FIN HEIGHT HEAU JNAB SILL i Architects � , I � � � � � � I ' � ! , � � � � � y � � n E2sss-2 s-o' s-s' s'- to ' - Vr _ _ - — - - —_ — _ _ - - _ — - _ - --A � P.C.-A. I .A. , . � � � �. - - � � � � — I� �{- j� -� ` ' - ------- --- _ _. - - — --- --- - ARCHITECTURE — - s ` I "� 8 E2650-2 5'-Q' 5'-Cf 6�_ � p ° _ -- — - VN— — B I , .- - - � ; � , - Y- INTERIORS --- � � i � � \ / � i � � �� - - - - - — — -- --- — --- — — -- ---- - - -- -- - - - - _ __ . _ _ . _ _ _ - - - ._ - - - - i C E2646-2 S'-0" 4'-�' 6'- 10" - V/V C � _ _ __ . . _ - na.i� orr�e /—� '— --- — - --- --- - — - -- -- -- - - - - - — _ - - _ _ - --- - - -- _ _ i o0o soud� F�e aoad w.sc � � O � O O O O O � I K � D E2640-2 5'-0 ' 4'_D' 6'- t7' - V/V p Vail Co 8� 657 � � ) C � ref: 9�a4�6-04s3 ,_/ .' �J fau: 970/476�60H j - - - - --- -- --- - - -- - - - --.._—� - - --- - - -- � - - -- --- � — -- � - -- - --- - - � - - - � � - - -- -- - — � - - - - --- . _ _ . . _ . . . . . - - - - --. _ __. _. _ _ . 1 E E2034-2 4'-(P' 3'-C 6' - I �7 - Y/V E -- - - - - - - - -- -- - - - - - - _ _- - - -_ _ _ - - - - - ---- - - iF E6040-2 6'-0" 4'-(f 6'- 19" - y/V - - - F 161�7 W�azee St I i' / � \ \ \ _ - -- - -- -- Danvir, Cobrado 80202 - - - - - - -- --- - -- . _ _ -- -- - - - -_ _ _ ._ - - - - _ -- - - - -- - -- - � ' ver - . . - . . - - - - - - —- - - T . 303/623-3355 �. - - G E2i5b-2 4'-8 5-6" � ti' - 1 �" - V�! f, I Fax: 303/623-2262 � I I I - . . ... . _ . . . _ � - ' . _ — �. . . ._ - -- - ' � ---- - - - - - -- - --- - -- � ---� - - - - --- - - - - - - - - - - - --- -- - - -- -- � - - - ---- -- -- - - - - -- - � � � � � � � � i, H E2450 -2 4' -g 5'-0' _ V/V H i � I —O - - --- �n ry� --- - _ - -- - - — -.__ _ ---- - -- - � - - --- _--- - - -- - -- - - - - - - - -- - i ' O O O O O � O O � O O �% � � Et'4�-2 4� -O 5� -V � `r ___ _ " _ - . _ ' __ _ _ _ .__'_ _ _ _ _' _ ._ _ _ . __ __ ._-_ . _-._— _ _ _ _ __ _ — . - _ _—` __- - _ __ — _ -- .___- - _-. _ _ - _ _ . _ . _ _ —- _ - _ _ -_ _ - _ - _ - - - . _ - __ J E24�0-2 �'-8� 4'-0' - V/V J _ h , - ----- - -- - __ -- - -- -- - --- - - - --- - - - - - ---- - - - - -- - --- - ---- - - - - --- - - - - �� ' � � i j � � � L_L�] I li E2424-2 a' -8' 2�-4� - - _ _ 6 - 10� - - -- -- - - -- - - -- - - - - - � -- -- - -- -- - _ - --- - - - - - - - - - - - -- - - -- - k � �� i i i ,— � �- , I i �oso-� a�-o� 3 � -- — � ,� - - -- - - -- - - _ . __ _ VN _ � Y � : � _ _ -- - - - - -- - -- -- - - — - - - - - . . . - - - — - M E2656 2' - 6" 5'-5 6' - t0" - V M �. --- — - -- - - - -- - - - - - - -- - -- ---- - -- - -- - - - ----- -- -- -- -_ _ ,. �� ' V !-�. N E2650 2' -5 5' -ff � � 6' - 10" - V N s� C� � Y OO OO BB CC DD EE FF� ��; '� �� HH � ��j � � � -. -- - -- - - - -- - -- - - - - - -- -- -- _ . - - - - - - - - -- - -- - ------ - - - - -- - -- - - - -- - - - - - - - . I 0 E2630 2'-6' 3'-� _ y a i - - - --- - - - -- - - __ _. _ _ - - - - - i / \ �� P E2660 2'-5 6'-0' �, _ � , _ - V - - - - - - - - - - - P i / i � I �' / ' _ _a� -+- - - - - - -- _ _ - -- - - - __- -- -- ---- - - - -- - - - - - ---- -- - - - - - - - - - - -- - - -- -- - - � � / � / / / \ 0 E2456 2' -4' � 5' -G' � V G � ' ` �- I R - E2450 2' -4' S,_�. - - - -- - 6 _ r - - -- _ - -- - - � -- - -- -- - - - - - -- - R - I � � � \ / \ \ - -- - - ---- - - � I', � � - S E2450 2'-4' S'-0" - - - 6'- im - - -- -- - - - - - - -- - - f - - - - - --- -- - - - -- -S � I� I � f � \ / � \ \ / , - I i - -- - - - 5:� i JJ KK LL MM NN 00 T Eso�o -6. � 6,�, -- -- s�- ,r� -- _ -- - -- — — - -- — F — -- ------- — — -- _ - - — --- - — - - - - - -- - -- T I � � ��,, , O O O O = :� O O - PP QQ CRR - - — — _ . _ - - - - -- — - -- --- - _ --- - - - - - - _ - -- _ _ -- -- � O � U E3060 3'-0' 6'-� 6'- 1 (�' - F U � J I O µ i . . . _ ___ _____ _ _ _ _ _ . _ _ __ . _ . ._ . . _ _. _ _ _ _ _ _ _ _ . _ __ _ _ _ _ . . _ . . _ _. __ _ __ . . _ _ . _ _ _ V E3056 3'-0' S'-6" ti'- t �" - — — - --- - -- - - - F - - - - --- - - - - - - - --- - - - - - -- - - -- -V � ✓ il / � � ! 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RE�tSE� I KK CUSTOAI 4'-d 6'-0' � 6'-10' - - -- - -- - -- - - --- - V OUTSIDE LOCKING - - - -- KK I I _ ; - - � ' I LL CUSfOM 7'-d 6'-0' - - -- - - 6�_ 10" _ - - -- - - - - -- - -- F - - - - --- - - - - - LL I - - -- - - ' - - - - -- - - -- - - - - - -- - - - - - --- - - -- - - - - i NA1 E1DI(�Ek�l0�E2610 8'-U' S'-�' � 6'- 10° _ - - - VFY MM _... _ ._ _ _ ,. _ - - __. _ _ . , - - --- - - ---- -- - - - - ---- - --- -- -- - - - - _- - - - - - -- - - - - - - - - - - - - - NN 30610-2 6'-d 6'- 10" - OUTSWING FRENCH NN __._ _ i 00 602D 6'-0' 2' -d � 6'- 10' - --- - - - - --- - - F fRENCM TRANSOM - - -- - - - ---- -- --- - - - - - -- - 00 ' I i - - - - ---- - - - - -- -- - ---- - - - - - - - - -- -- - - - - -- -- - . _. PP 3080 3'-0� 8'-(7' 6'- 1U' - OIJTSWING FRENCH PF - - _ --- �� I QQ 30610 3'-0" 6'- 10' ---- - 6'-10' - _-- -- - - - - - OUISWING FRENCH- - - ---- - _- - - � �f"J` , . _ . . . . 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I rw�� otfke � r o0o swdi Fror�e Road weu i Vail Cobrado 81657 , Te�: 97W476-4433 ; �� Fax: 970/476-�600 �I � 1 Z 9 4 6 6 7 8 9 � i� ) �� ' i omver oRioe �� , � 1617Wa�e5t ' � � � � � � I I Denver, Cobndo 80202 I I I �b I ,b I Tel: 303J6233355 I i Fax: 703/623-2262 � i i i i � � � � � - - -- - - � I I I I � I I I I ' � . _ . .- �- -- -11 : . ', ! � � � � � � ! � I , , � � I � � � � � � I � , i I a - - - - - - - -- - - - - - - -�- - - - - - - - - - - - -�-- - - - - - - - - - - - -�- - - - - - � - - - --� - - - - - - - - - - - --� - - - - - - - - - - - -� - - - - - -�-- - - - - - � - - - - - - - - - - - I- - - - - - - - - - - - �- - - - - - a � � � '' �' � ' ca ' , � � � � � ' ' � , i � I I I I I .; ; � I I � ,� — � C8 � � � � Gb � G8 � � � G6 G6 , I , - - - - �--�- - - - I I � - - -- -- - - - - - - - - - - - � � - - - - - � - - - �. - _- - -- - -- - --' � �' - - -- - - � - - - - - - - - - - - - � - - - - - - - � - -- - - ( d }— - -- — — , - — - — ��-�,, ,. � -f-� . 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G4 2 ' X 4' AGOUSTICAL TILE CE � LINCs ON SUSPEN510N SYSTEM � G5 5/8" TYPE "X" GYPSUM SOFFIT BOARD ON SUSPENSION 5� � "�"' � '� `..` � � G6 SAME AS G5 WITN R- 3� KRAFT FAGED BATT INSULATION _ __ — __i � GZ I " X 6 " NOMfNAL TtCs , v -CsROOVE GEDAR BOARDS ON — 5/8" tYPE "X " CsYPSUM SOFFIT EOARD ON STEEL FRAP" IN� Date: 11 /7/97 � ,; � GS SAME A3 Gl U11THI R- 30 KRAFT FAGED BAT7 1NSULATICIv - -- - — o � G9 5/8" TYPE "X„ G7P°vIJM 50FFIT BOARD ON 2 " Z CHANNE � � E=: 7 : -. ' � _ � `' � I WITN I I/2 " POLYSOGYANUR4TE INSULATION PrOJeC[ NO: 19017.00 ' n i Glm 2 LAYER$ OF 5/8" TYPE ��X�� CsYPSUM BOARD ON : ! 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Date: 11 /7/97 IUITH I I/2 " POLYSOG7ANURATE INSULATION � I CIm 2 LA7ER5 OF 5/S" TYPE "X" GYPSUM BOARD ON 2 1/2 " G- FI STl1D5 WITN _.- — __ _ _ _— -- - Z I " Gl'PSUM LINER PANEL ( I I-IG�UR HORIZONTAL R.4TIt�lCs) o Gn NO FINISNED GEILING - OPEN TO STRUGTURE ABOVE � Project No: _ 19017.00 I _ __ . . __ ___ . _ _ _ __ C!1 ' Drawn by: M.E. F . a � � - --- --- _ ._ � Checked by: � I — — — �v . _ --- ------ � II Sheet Of � , o i � - - i � � � i � �� ° I � � � �- � . � _ � ' . � _�.� . Z r� L � � � C � - I - � � . . . Al2 . 2 � � � � n � C COPYRIGFiT � � , -- - - - � - - - - - _ .., _ . - - - - - - - - _ N .. _ . . . . . . . . . . _ . _. . . . . .. _ _ __ . _ . _ .. . . . . _ - _ � _. _ _._ . . . . . _ 6 ` / LL � - - - - - - - - - _ _ _ - - - - _ _ _ _ - - - - - - _ - -- - - - -- - - - --- - - _ - _ __ _ . , Pierce, � Segerberg & ' Associates Arch itects P .C.-A. I .A. ARCHITECTURE � PUNNING i ', INTERIORS j. � .. � Mafn Offlce 1000 Swlh F�ontaRe Rnad Wert ��. 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L ivE LOnDS USED iN DES iGN: � {� S � � � � I � SG7-f � ��/ �f � � /'47SOCIaIeS TYPE SIZE REINFORGEMENT A . ROOF GREATER THAN 3: 12 SLOPE ) 80 PSF C . iHE TERMINOIOCY 'CONTINUWS ' MEMlS QUANTiTY . PROVIDE iHE NECESSARY JOINT ROOF ��ESS THAN OR EOUAL TO 3: 12 SLOPE ) 100 PSF DETAILS TO ALLOW FOR BUiLDING AqVEMENTS . COORDINATE LOCATIONS WITM O 3'-O" X 3'-O" X I '-O" (3)-K5 EAGH WAY Architects PRCH ITECTURAL CONTROL AND EXPANS ION JOINTS . O 4�� x 4'-O' x 1 '-2" (4)-�5 EAGH WAY B . TIPICAL FLOOR (RESIDENTIAI ) 100 PSF I I/2" VARIES I I/1 " P.C:A. I .A. hi . PROViDE /urCHORS FOR BEnn�S BE�RiNG ON AuSONRY NMERE ANCFIOR BOLTS ARE NOT TYPE GOLUMN TYPE BASE PLATE SIZE GONNECTORS tYPE A - D 'n ' O 5'-O" X 5'-0" X I '-3" (4)-Kb EAGH WAY C . PUBIIC SPACE M!D RETAIL 100 PSF SPECiFIED . SEE IRCHiTECTUR�I. M10 MECHM1iCAL DRAWiNGS FOR NAILER HOLES , � ARCHITECTURE I SPECi �L DETAiLS MID MISCELLANEOUS STEEL . . _ D . COMJON CORRIDORS 100 PSF O 6'-O" x b'-O X I '-6" (6)-+Ki EAGH YVAY PLANNING A T5 4X4, TS SXS I " X IO" X 10" (4J-3/4" X I '-6" BOLTS t . PROV iDE TEAPORARY BRAC iNC AND PRECAUT IONS NECESSARV TO WITHSTAND ALL O �'-0" x l'-0" x 1 '-9 " (6)-�"7 EHGH WAY N INTERIORS E . WIND CONSTRUCTION nND /OR WINO LO�DS UNTIL ALL FIELD CONaECT10N5 ARE COAPLETED W TUBE StEEL 1 . BASIC WIND SPEED 80 APH M1D SHEAft WALLS OR DEp(5 PRE IN PLnCE . � '1'-6" X 'I'-6 ° x 2'-0" ("I)-�'T EAGH WAY Q' 2 . ExPOStNtE 8 B TS bX6, TS lX"I I I/2 " X I '-O" X I '-0" (4)3/4" X I '-b" BOLTS GOLUhiN � � < B . METAL DECK: O 8'-O" X 8'-O" X 2 '-O" (6)-x8 EAGH WAY RE � PLAN _ _ _ � MMy�nOffke F . EAF2THOU/J( E ZONE I 1000 Soulfi Frontage Road Wea A . DECK SHALI BE GALVANIZED OR SMOP - PAINTE� STEEL , SHALL BE OF THE TYPE CALLED O B'-b" X 8'-b " X 2'-2" (b)-KH EAGH WAY VaII, Cdondo87657 G . �LIVE LOADS /�RE REDUCED PER COOE IF PPPLICAB�E . FOR ON THE FRAMiNG PLMIS M1D SHALL BE CONTINUWS NHERE POSSIBLE . O q '-O" X 9 '-O" X 2'-3" ("I)-K8 EAGH WAY G WA N/A N/A � Td: 97W476-4433 2 . TESTING: 8 . DECKINC SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN f�� 97a47�4� ACCORDANCE WiTH MANUFACTURER 'S STANDARD DETAILS M1D SPECiFiCATi0N5 EXCEPT O 10'-0" x 10'-0" x 2'-5" (9)-K8 EAGhi WAY D WA N/A �A I �/� " �I ""��""VARIES �I""�I"" i I/�" A . CONTRACTOR SHALL FURNISH OR PROVIOE COORDINATION FOR TESTING AS REWIRED AS OTHERWISE NOTED OR $PECIFIED . O II '-O" JC II '-O" X �'-8" (II)-M8 EAGH WAY T1'PE E � F �5�-�- ry BY THE PROJECT SPECIFICATIONS . iME TESTING PROGRAM SHALI BE COORDINATED WITH ' TME PROJECT OWVER , ARCHITECT AND STRUCNRAL ENGINEER . C . NELDING REWIREMENTS SHALL BE AS FOLLOWS UNLE55 OTHERWISE SMONN ON O 12'-O" X 12'-O" X 2'- 10" (10J-�I EAGH WAY - DenverOffke DRnWiNGS . E WIO I I/2" X I '-4" X I '-4" (4)-3/4" X I '-b " BOLTS - - - t5vwazee5c B . IN THE ABSENCE Of OTHER REQUIREMENTS , THE CpJTRACTOR SHALL FURNISH 1 . ATT�CH ROOF DECK TO SUPPORT BEANS . STEEL J015T5 OR PLATES WITH 5 /8 " N �� INDEPENDENT TESTING OF SO � L COAPACT � ON , CAST - � N - PLACE CONCRETE STRENGTH AND PUDDIE NfLDS OR �y10 TEK SCREWS AT 12 ' . ��, WIDE FLA W De+wer, Colorado80202 REINFORCING , STRUCNRAL STEEL BO�TING �ND NEIDING , AIETAL DEp( MELDING , 2 . LONGiTU01NA� JOINTS BETwEEN �DJACENT ROOF OECK UNITS SHALL 8E Q' Te1: 303/6213355 STRUCTURAI CMU W1EN fm � > 1500 PS I , TO TME EXTENT NECESSARY TO ASSURE FASTENED TOGETHER WITH S /8 � D IAMETER PUDDLE NELDS OR // 0 TEK SCREWS I . REINFORGING NOTED ABOVE SMALL BE PL/'.GED AT 3' GLEAi2 F V'{S I I/2" X I '-2" X I '-�" (4)-3/4" X I �-b ° BOLTS ��"�N � � Q fsx: 303/'623-2262 CONSTRUCTION IS IN COAPLIANCE WITM THE CONSTRUCTION DOCUMENTS . AT 36 " . FROM THE BOTTOM OF THE FOOTING UNLE55 NOTED OTHERNIISE . RE � PLAN _ ? 7 . ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEI TO DECK WITH 5 /8 ' � 3 . FWNDn7 i0N5: D iAMETER PUDDLE NELDS OR /10 TEK SCREWS AT 12 ' . �. WHERE ADJP.GENT FOOTIN65 GONNEGT, PRAVIDE GONTINUOUS BARS. �TES' M 4 . ATTACH FLOOR DECK (COAPOSITE OR NON - COI.POSITE ) TO EACH END SUPPORT SPLIGES ARE NOT ALLOWED. AL50 PROVIDE Mb AT 10" EAGH WAY I . ALL GAP AND BASE PLATES OF GOLUMNS BEARING ON BEAMS OR SUPPORTING BENMS SHALL BE STEEL A . MnxI �A1M SOIL DESIGN PRESSURE 5000 PSF AT 12 INCMES M1D TO EApi INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE IN rOP OF GpMBINED FOOTtN65. PLATE GREATER OF I/2' OR FLAN6E THIGKNE55, Q INTERMED UTE POINT WITH 5 /8 ' DiAMETER PUODLE ViELD . PROVIDE NELD � B . CONTRACTOR TO FOLLOW ALl RECOANENDATIONS IN SOILS REPORT N0 . 197 162 WASNERS AS REOUIRED . BY HEPNARTH - PAMLAI( GEOTECHNICAL . INC . DATED APRtL 15 , 1997 . 5 . LONGiTU01NAL JOINTS BETNEEN ADJACENT FLOOR DEq( UNITS SMALL BE FnSTENED TOGETHER nT 36 " �AX IAUM SPAC ING WiTH S /B ' D IAMETER PUDDLE C . ALL FOOTING BEARING ELEVATiONS SNONN NtE ASSUMED . EXAC7 BEARiNG ELEVATi0N5 NELDS OR }10 TEK SCREWS . FAS7EN FLOOR DECK TO PNtALLEL AND PERIMETER SMALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH BEANS AT 24 ' . APPROVnL OF SOILS ENG � NEER AND ALl BOTTOM OF FOOTINGS SMALL BE A MiNIMUM OF � Q 48 ' BELOW EXTER IOR CRnDE . 9 . L iCHT - GAGE FRAM iNG: ,O �Y ��. D . Al� FOOTINCS �RE TO 8E PLACED ON FIRM , UNDISTURBED , NATURAL 501 � OR PROPERLY A . LICHT -GAGE METAL FRAMING SHALL 8E TFfE S12E AND GA6E SHOMW ON THE DRAWINGS . COAVACTE� BACKFILL , PPPROVED BV THE SOILS ENGINEER . BACKFILL SHAL� BE � COAPACTED TO 95R (NINIMUM ) NODIFIEp PROCTOR DENSITY PER ASTM D1557 UNLE55 B . FRAMING ROILE� FROM STEEI 18 GAGE M� LICHTER SHALL CONFORN TO ASTIJ AS70 , �� OTMERWISE RECOAfJENDED . � F SOFT SPOTS ARE ENCOIXrTERED REMOVE SOIL MID LATEST m ITION , WiTH A MINIMUM YiELD STRE55 OF 33 , 000 P51 . RECOMPnCT WITH PPPROVED FIIL . (RE: SOIL REPORT FOR DESCRIPTION OF BE�RING ,' � SOiL . ) C . FRMIINC ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570 , LATEST m ITION , WITH A MINIA4IM YIELD STRESS OF 50 , 000 PS1 . E . CONTRACTOR SHALL BACKFiI.L EOUAILY ON EACH StDE OF WAIL IN 12 INCH VERTICAL GONGRETE SLAB-ON- - LIFTS OR AS RECq�MENDED . NO LARGE ROCKS OR BOULDERS SHALL BE PUCED 10 . NON - SMRINK GROUT � � 1 AGAINST THE WALLS M1D /OR STEM WALIS OR NEPR THE PERINETER DRAINS . CARE � �'� " � GRADE RE � PLAN II SHALL BE TdJCEN TO ENSURE HOR 120NTAL AL IGNMENT AT THE TOP OF THE WALL AND /OR A . NON - SHR INI( GRWT SIIALL BE PROV IDED AS FOLLON6: EXTERIOR METAL STUD VYALL O � STEM WALL . NHERE SECOND BACKFILLINC IS REWIRED AGAINST BASEMENT WALLS , NO 1 . BETMEEN COLU�N BASES AND CONCRETE FOOTINGS , PILASTERS . OR COLUANS . �� E i I/2" ISOLATION -� � Nb AT � '-O" X i � STEEL GOLUMN C00.PACTED BACKFILIING SHAII BE PL �CE� AGAINST THE WALLS UNTIL TME LONER -p� NT h RE � PLAN IEVEL FLOOR ANO MAIN LEVEI FLOOR N2E IN P�ACE AND PROPERLY �NCHORED . > > � �� CONCRETE SLABS SHALL BE PROPERLY CURED . DRIVEWI.Y WITH � BASE PLA7E I A . ALL FRAMIN6 AND TRUSS LUA6ER SHALL BE DRY DWCLAS FIR , LARCH , CRADED BY i 4' SLAB ON GW.DE 3/4" SHIM ! y � F . CENTER ALL FOOTiNGS UNDER WALLS . COLUMNS OR GRiD LINES UNLESS OTHERWISE WESTERN NOOD PROOUCTS ASSOCIATiON AND CONFORMING TO UNIFORM BU � LDiNC TRENGH DRAIN � � � RE SGHEDULE NOTED ON PLANS . CODE AS FOLLON5: _ x `*�_ � __ � � , q�H. WITH REINFORGEMENT NpN-SHRINK ON 4" GRAVEL BASE 6RpUT GOMPOSITE SLAB a / RE � PLAN . G . CONTRACTOR TO COOf2D �NATE FIELD OENSITY TESTS ON COUPNCTEO FILL 2 ' TO 4 � TMICK - 6 ' k WIDER N0 . 1 FB � 1250 PSI (E� 1 J X106 psi ) ON METAL DEGK WITH � � ; �AN 4 (4)-M4 EAGH WAY UNDER FOOTINGS AND INTERtOR SLABS -ON - GRADE . A AIINIAUM OF 2 REPRESENTATIVE 5 ' THICK - 5 ' k wiOER N0 . 1 FB • 1350 P51 (E� 1 . 6 % 106 psi � �� NFORUN6 RE � PLAN % a � I � TESTS SHALL BE TAKEN FOR EACH FOOTiNG M1D SlAB - ON - GRADE . NOTED ALLOWAB�E STRESSES ARE MiNiMUMS MID FOR NON(iEPETITIVE USES PRIOR TO «� -"� x 8'�O" (GENrER - ,X Ye_ � _ x _ i � I/� " ISOLATION ALLOWAB�E STRE55 INCREASES . ON BEAM POGKE7 . �JpINT I � H . NOTiFY SOILS ENGINEER WiEN E%CAVATION i5 COAPLE7ED SO THA7 CONDITIONS MAY BE � � - � v. � rn : � � . _ . a; 4 ° o•: o . „ i _ _ on (Y ,;I..: � lJOo9.OG'Od°.0, - INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . B . MAOD DECK `�� .,�^ � ' � r � � � -- n - - _'. LL� � - f 1Ii71 � R �> % � � NI� �• � % � t '� 7lr- M -a STEEL BEAM RE� PLAN - , � a , �� a . o�; ov . U: ov 0•' 0 0 ; 4 . CONCRETE: N000 DECKINC SHALL 8E 2x Td�C DWGLAS - FIR LKtCH ( s= 7 , 600 , 000 pai . FD= 1200 psi ) . i �-(�)-x6 o . p,� � o p,. o o p,� �� ii c . o o . O PLANKS SHALL 8E SPLICEO AT CENTER OF SUPPORT MER6ERS WITH ADJACENT P�MlKS � N BE.�.M POGKET - � �'.'�oo�.o�CYoa�.o,'Qa�?op.n.'f, ' �� , � oe?.v,Qoa�.oQ'oa�.v;,,Q?-, A . ALL CAST - iN -PLACE CONCRETE SHALL 8E YME WITM TYPE I PORTLAND CEMENT PER SPLICED AT ALTERNATE SUPPORT MEA6ER5 . DECK MEh6ER5 SHWLD NOT BE SPLICED SOILS REPORT AND SHAL� SATISFY THE FOLLOWING REQUIREMENTS: AT ENO TRUSSES . EACH DECK PLANK SMALL BE SLANT - NniLED TO THE TONGUE OF THE ` � ' a a , , e Q Q ApJ01NING COUSE WIT 8d NAILS AT 24 ` o . c . WITM ALTERNATE PLANK NAILING OFFSET 12 � . s - � 8� • < �° • CONCRETE ITEA1 F 'C NIX TYPE NAX W�C RAT10 X AIR REO . NAIL EACFI PL/WK 70 EACYi SUPPORT WITFi (2 � - 16d NAILS - 1 SIRAIGHT , 1 SLANTED . NOOD ' Z a ° � � • °. e UECKINC SHALL 8E GLUED IN TME CROOVE JOINT WITH 40E CLUE COVERACE . . • � BEARIN6 pLATE f M6 AT �'-O" X L - - Mb AT MID-HEI6HT ° °r ° FOOTINGS 3000 pel STD 0 . 50 N /A • i ' 9 " ° ° a a ' � a = � •� (RE � SCHEDULE� ° • e d $LABS ON GRADE 4000 p! I STD 0 . 40 5S 12 . NON - $TRUCTURAL ELENENTS: � ON NON-SFiRINK 6ROUT 4 . � d ° a ° < e e V FLOOR TOPPING , WAllS . AND � , a ° ° STRUCTURAL SLABS 4000 ei STD 0 . 45 5X � 9/4' m X 10" ANGHOR �� i � < . � - � jp O A . ELEMENTS Sl1CM /S NON - BEnRtNG PARTITIONS , ETC . ATTACHED TO NvD OR SUPPORTED �� I P BY THE STRUCTllRE SHALL TAKE INTO ACCOUNT DEFLECT IONS AND OTHER STRUCTIN7AL �LTS IN MORIZONTALLY " ° '� ' � ALL AIR ENTRAINED CONCRETE SHALL INCLUDE 564 POUNDS OF CENENT NINIMUN PER MOVEMENTS . SLOTTED HOLES K3 TIES AT I '-O' � ' ' � e � � AND (3)-M3 TIES � O CUBIC YARD OF CONCRETE . AVERACE ENTRAINED AIR VALUES ARE FOR IN - PLACE , A7 3' AT TOP OF • � ' ' • � • CONCRETE . TOLERANCE ON TOTAL AIR CONTENT IS 1 1 /2x PER ACI . B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALI BE PROVIDED AND SNALL MEET (8)-M6 VERTIGAL IN 8•� PILASTER Q ' • .+ .� • � ' � � / ` ALL CODE REW IREAIENTS FOR TME TYPE OF CONSTRUCT ION SPEC IF IED 8Y THE PILASTER RE� SGI-4EDULE � 8 . THE MOOUWS OF ELASTICITY OF ALL CONCRETE SHALL E%CEED NC7 . 5 33 �/F 'C (OR 57 , 000 ARCHITECTURAL DR/+WINGS . STRUCTURAL STEEL AIEMBERS SH.4Ll BE CqvSiDERED . . ��-� _ _ _ _ _ V� �C NORMAL NEIGHT CONCRETE ) . UNRESTRAINED UNLE55 OTHERWISE NOTED . LINE OF 8 FWND/�.TION � � WALL BEYOND RE� SEGTION I � I J C . CONTRACTOR AUY POUR SLABS - ON - GRNDE CANTINUOUS tND SANWT JOINTS . JOINTS 13 - CENERAL b/51 .0 FOR GONTINUOUS • � I REINFORGEMENT - S � � T I OI �l � � � SHALL BE SPACED 15 FEET ANO SANCUT 1 ' DEEP X 1 /8 ' WIDE WITHIN 12 HOURS AfTER REINFORGINb RE � SGNEDULE POURINC . CNiRY ALL SL,►B REINFORCEMENT THROUGH ,101NT . A . ENGINEER 'S ACCEPTMJCE WST BE SECURED FOR All STRUCTUR�L SU85TiTUTiONS . 3/4• = I'-0' � � D . SLABS , TOPPING , FOOTiNGS , AND WALLS SMALL NOT HAVE JOINTS IN A HORIZONTAL B . VERIFY ALL OPENINGS THRWCM �LOORS , ROOF MID WALLS WITN MECHANICAL AND GONGRETE , � • RE � PLAN PLANE . ANY STOP IN CONCRETE NORK MUST BE MADE AT THIRO POINT OF SPAN WITH E�ECTRiCAL CONTRACTORS . VERIFICATION OF LOC�TIONS , SIZES . LiNTELS , AND PILASTER (RE� PLAt�U I/2" ISOLATION n VERT iCAL BULKMEADS /WD HOR IZONTAL SHE�R KEYS UNI.ESS OTHERWiSE SHO�MI . �LL REQU IRED CONNECT IONS N2E C�NTRACTOR 'S C01�PLETE RESPONS i8 IL ITY . C1I - ' � JO�NT S � G T I O �l � T CONSTRUCTION JOINTS SHA�L BE AS DETAILED OR AS REVIENED BY TME ENCINEER . (B)-�6 X � L ° i � C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EW IPMENT OR OTNER � ��T� �-� E . ALL CONCRETE NORK ,4ND REINFORCENENT OETAILINC SMALI BE IN ACCOROANCE W17H ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER 'S nPPROVAL Of CONNECTtONS � '-0" ��N GRADE WiTM 3/4' = I '-0' ACi BUILDiNG CODE 318 LATEST EOITION . UNLE55 NOTED OTHERwiSE nLL EXPOSED AND SUPPORTS SH�LL BE OBTAINED . UNIESS SPECiFiCALLY DET� iLED ON �, REINFORGiNb ON � � - TI1BE S7EEL GO�UrtN � EDGES OF CONCRETE Y�ORK SMALL MAVE 3 /4 INCM CHMIFER . USE STANDARD H001(5 ON /�RCHITECTURAL M1D STRUCTURAL DRAWINGS . RESPECTIVE SUBCONTRACTOR �X4 KEYWAY � �+ bRAVEL BI�SE _ ' ' RE + PLAN WITH BASE DO'FEIS UNLESS OTHERWISE NOTED . SMALL FURNISH ALL HANGERS , CONNECTIONS , ETC . , REWIRED FOR INSTALLATION OF � ' �P`N � i � i PLATE RE � SGHEDULE MIS ITEMS . REINFORGIN6 � '.� . i i �- 5 . REINFORCEMENT: RE� PLAN , -� -+� -Tx - x - K �� EXTERIOR METAL ., • SLAB TO POUR � � � � i � STVD WALL RE: D . PROV IDE ALL EA6EDOED �TEMS IN STRUCTURE AS NOTED ON ARCM I TECTURAI , � � . o�; p ° o� ; 0 0� : • ° 0�: or. O�/ER W�.LL I�T i � SGHEDVLE A . ALL RE �NFORCING SHALL BE HIGF1 - STRENGT}7 DEFORMED BARS CONFORMING TO ASTM AIECHANICAL , ELECTRICAL , MID STRUCTURAI DRAWINGS . AIISCELL/WEIX15 � -� .CoP.O.«'G?o°.�� Q'CoP.Q �Oo?A.� THR,E�.�FiOLD�' \ i-ULL7 6ROUTEV DES �GN�710N � 6t5 , GR�DE 60 EXCEPT TIES , STIRRUPS ANO PUTE u�C�i0R5 vHICH EA6EDDED iTEMS AND MlCHOR BOLTS SHALL BE FURNISHED 8v STEEL SUPPLiER , i I - ' � i f' 1 - �rYPic,w Gr�u GORE wA�_� ' , _ -- - i " NON-SriRINK � $HALL BE DE�ORMED BAf2S , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A 706 GRADE AND INSTALLED BY CONCRETE CONTRACTOR . $TEEL SMALL FULFILL ASTN A36 . r � 1 \ � �� `'-+��T�� , • GROUT RE � PLAN 60 . W . a � • . ° e ' • GONGRETE 5LP.B � JO�NT _ � . � � - � �-- li- � E . PROVIOE ASPHALTIC AUSTIC - COATING ON ALL STEEI N� w00D EXPOSED TO THE E�RTH . z � . ' . . � • , • , : � , OAT ��NED�� GMU GOR� vvP.LL , � � a • � � I -II;- 8 . NELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 85 AND SHALL BE L�►PPEO , : B�a'� - , ' ' ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . f . SUBMiT SriOP M!D ERECTiON DRr,WINCS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL a t}1 • . � ' . a � . • � • RE � PLAN � � , � . - STEEL , CONCRETE RE INFORC ING I1ND META� DECK . THE MNJUFACTl1R ING OR � ,a. � ' . • ° � ' e • � VER7IGI.L AFID -- f;Y • . ° C . REINfORCEMENT PROTECTION: FABRiCAT10N OF MlY iTEMS PRIOR TO NRITTEN REVIEW OF SHOP DRAWINGS WILL BE � � ' " ,; • . � ' ° � • �•a ' � � BOND BEAM • ��IT; , � � "� 4 . ' �° • . , C3J-tt3 TIFS 1 . CONCRETE POURED AGAINST EARTH J ' ENTIRELY AT TME RISK OF THE CONTRACTOR . � ' ° , ' . ' . � . s REINFOR� EMENT 'e -x - � � Y - Y - r � • i_ i* 2 . CONCRETE POURED IN FORMS (EXPOSED TO MEATMER OR EARTM ) 2 ' ' • a � a � . v '�o •. . vn : o • , . � RE � SGHEIJULE • o�: ov . o•: o •o • D�: cr . o�: or. 3 . COlUANS (TIE BARS ) 1 - 1f2 ' G . WATERPROOFINC . VAPOR BARRIERS , WATERSTOP , ETC . , $MALL BE AS $NONN � <, • . • a � �;>,qcr�,jQOuar? _ �, �'. c_ , �\ pgo � C'Ypgc �'iCfpoo,��fpgc,Q 4 . SLA85 /WD WAIIS (NOT EXPOSm TO NEATHER ) 3 /4 ON THE ARCH ITECTURAL DRAWINCS AND AS IND ICATED IN THE SPEC IF ICAT IONS . •° � r�"'jH ' '� � i �- _�� I -- . ; I -�iP`� , � °� • 17�;:�i i (2)-k8 i - _ - ' • . D . NO SPLICES OF REINFORCENENT SHAI.L BE AIPDE EXCEPT AS DETAILED OR AUTHORIZED Fi . BRIpC OR STONE VENEER ATTACHAIENT . ALL STONE AND BRICK VENEERS SHALL � - � ' � GONTINUOUS � � ; ' • � • �3 TIE AT MID-�-tEiGF�� BY THE STRUCTURAL ENGiNEER . LAP SPLICES , NliERE PERMITTED , SHALL BE A MINIMUM BE ATTACHED TO EXTERIOR WALLS AS SPECIFIED IN SECTIONS 1403 . 6 . 4 . 2 MD `ti�� T - 1 - � 1�2E � ,Pf3GH. RE� AI�GH 3/BXbXO'-8 - � � '' �� OF 46 BAR DIAAIETERS FOR �8 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 8AR 1403 . 6 . 4 . 3 OF TME UNIFOftM BUILDING CODE . EQUAL EQUAI.. EMBED PLATE ' • � � �5 AT i '-O " X � D IAAIETERS FOR �7 AND LARGER RE INFORCEA�NT UNLE$$ OTHERW� SE NOTED . MAI(E ALL AT 4'-O" WIYH �7 _ '' • ° (AROUND BARS CONTINUWS nRWNO CORNERS . (2)-3/4"m X 4" H.A.S. • , , , PERIME7EW RE� PLAN - Mb AT 8" X • � , • ° • � ^ E . PLACE TNO /5 (PER 8 " THICKNESS ) WIT}i 2 ' - 0 PROJECTION AROUND ALL OPENINGS IN . �SH02TER � - e M6 AT 9" n . 7 , , CONCRETE WAILS AND SLABS . �LSO PROVIDE TNO /5 X 4 ' - 0 DIAGONALLY AT EACH ° T - ! CORNER . AT DOORS) , , , S � C T � OI `i � `l � REINFORGIN6 . + � � • F . CON7 tNU0U5 TOP AND BOTTOM BARS � N WnLLS nND BEnMS Sh�n�L BE SPL � CED AS M6 AT I '-4" x 3'-O" � I '-O" RE� PLAN - FOLLON5: TOP BARS AT M IDSPlW , BOTTOM B�RS OVER SUPPIXiTS . ° a ��`- »6 AT I '-O" � RE, pL<.N � "5 P.r i � -o " EAGr+ wP,. _ �/4° = I '-O" HORIZONTAL V G . PROViDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS � � SHONN ON THE PLANS . ALL REINFORCEMENT TO BE MElO SECURELY iN PROPER GOMPOSITE SLAB ON MET.41.. � -� � SE CT f ON 2 Revisions: POS IT ION IN ACCORDANCE WITH THE LATEST ED IT ION OF AC I 318 . DEGK WITI-F REINFORGtNb � /� 6 MASONRY: �� FDOWELS ND RE� PLAN ` . • . , 3/4" = I '-O" PE(�(T 9�W ,7 I '-0" / a - . � FOUNDATION 10/27/97 A . CONCRETE BLOCK UNITS SHALL CONFORM 70 ASTA1 C90 , GRADE N . BRICK SHALL FULFILL � ' � / � a• , � • • ° a ASTM C62 , C216 OR C652 . MORTAR SHALL 8E ASTM C270 TYPE S OR M , . TYPE M SHALL BE � � ' EXTERIOR Z � � • � � ' • ' : USED FOR ALL BELOW GRADE APPL ICAT IONS . � ' i � � I METAL STUD I '-0" � � ' • • • • ' � • ° . ' ' \ PAVERS, DRAINA6E, YVATER- NIALL RE� ° ' • B . MASONRY SMALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COAPRESSIVE � � � `�. PROOFIN6 AND BED RE� ARGH. SGHEDULE � ' � • � < n CORE � � rJ�7 � STRENCTH OF F 'N OF 2500 PSI BASm ON NET AREA OR A MiNiMUM CO�PRESSivE i i � n � �y , ' � , ° a � . L \� AND SHELL i STRENGTFi OF F 'N OF 1350 PSI BASED ON GROSS AREA , i I i - EXTERIOR METAL ---� Q < � � SND WALL r GONTIWOUS ° , • • . , ° � I C . WALLS SHALL BE REINFORCED HORIZONTALLY AT t6 ' ON CENTER WiTH 9 GAGE MINiAUM ��/E E5, �INn�� i i i RE� SGHEDULE ° . � ' . , . ° I LADDER OR TRUSS - TYPE RE INFORCEMENT MEET ING ASTM A82 NASONRY wnLL � i \ ' x,_, y " ' ° I REINFORCEMENT . � I i � Q � s n F i i � � i D . AIASONRY WALLS SHALI ALSO BE REINFORCED WITH ONE /5 VERTICALLY AT WALL ENOS , � � ., __ CORNERS , EACH SIDE OF DOOR OR WINDOW OPENINGS NID AT ALL WINDOW SILLS . ' � � � x -• a � � - x - x - ■ L SXSXS/Ib REINFORCEMENT SNAIL BE FULLY GROUTED IN PLACE . GRWT SHALL OEVELOP 3000 PSI - - - , , (GONTItiUOUr'.�) - � IN 28 DAYS ANO A1EET ASTN C476 . FOR A�� HaRIZONTAL AND VERTICAL REINFORCEMENT , � - � 'S'"�� RE � PLAN SEE YYALL RE INFORCEMENT NOTES BELOW . � ��--- i L3X3X'1/Ib � ' ��- GOMP051TE SLAB (�)_�6 � (GONT� E . ALL CNU WA�lS REWIRE A MINIMUM OF 2 - #'S IN BOND BEAM ABOVE ALL DOORS AND - ON METAL DEGK GONTINUOUS '-1'�� I yT�-.� WINDOWS , AT FLOOR AND ROOF LINES , AND TOP OF PARAPETS UNLESS OTMERWISE � WITH REINFORGING � i � S � G T I O I �l ✓ I NOTED . REFER TO ARCHITECTURAL ORAWINGS FOR CONSIRUCTION JOINT LOCATIONS , ' a RE� PLAN 3'-O" ' c - L 5X5X5/Ib OR - STEEL BEAM 3/4' = I '-0" � OR STRUCTURAL fOUNDAT I0N PL1N5 . L 1X4X3/8 (GONT) K4 AT I '-0" X --- Q RE� PLAN I '-O 5/8" �. (�)-K6 � � _.\ -- . F . FILL ALl VOIOS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GRWT FOR A DISTANCE OF �NT��y�c tD , � , I � 24 ' BENEATH AND A M IN IAl1M OF 16 " EACH S IDE OF AlL BEAN REACT IONS OR OTHER M6 AT i '-4" 3/H" x 6" X O'-8' EMBED -� EXTERIOR METAL STl1D � � CONCENTR�TED LOADS UNLE55 OTHERWISE NOTED (SEE DETAIL ) . �/ERTIGAL ' ' PLATE WITH (2)-5/B"m X 6" � (�b AT I '-O" VERTIGAL �b A'f I '-4" - - H.A.S. AT 4'-O" WALL RE� SGHEDULE � G . ALL DWBLE WfTHE MASONRY WALLS SHALL BE GRWTED SOL ID BETNEEN EACH WYTHE FROM GRIDS 3 TO 6 QI VERTIGAL i � WITH ASTM C478 GROUT . NORTF4 AND SOUTH WAl_L5) ° • (�b AT I '-O" VERTIGAL ' • I/2" 150LATION . � 3/H" X 6 " X O'-8" EMBED 3/8" STIFFENER , FROM 6RIDS 3 TO 6 JOINT PLATE WITH (�)-5/8"m X b' ' • (FULL HEIGHT) AT 3'-O" I/� ' ISOLATION , NORTH AND 50UTH YVALLS) . H . MASONRY SMEAR WALLS SHALL BE REINFORCED AND GRWTED WIT}1 ASTM C476 CRWT H.A.S. AT 4'-0' �•, JOINT � . M6 AT I '-4" � i EXTERIOR SLAB ON - � AS SHOMN ON DRAWINGS . 7 . 25 f 'm < f �c GROUT < 1 . 40 f 'm ( fINE GROUT < 3 /8 � - COARSE � �,, �-5 I/2' GONGRETE SLAH � HORiZONTAL d , w5 AT I '-O" X 4'-0" GRADE RE, ARGH. CROUT> 3 /S � . ) 4" ' 4" -- \ ON 6RADE WITH M6 AT B " � 3'-O " �M4 AT I '-O" X 4• \ EAGH WAY INTERIOR (NON-LOAD � \� -' I . MMERE MASONRY LINTELS CROSS E%PANSION CONTROL JOINTS IN MASONRY , INSTALL 4'-B ' LINTELS SO TMAT THE LINTEL MAY SLIDE ON ONE END . p ■ - x ,'9i- X��r t , BEARING) Gh�J WALL WI7H REINFORGING RE � 6ENERAL 7 . STRUCTURAL STEEL: m Kb AT I '-4" ., 5 .. '_ n - � .; ,� . � NOTES HORIZONTAL ♦ � ) �'li' � : .0 7 (-1Co; � 1". 3�-D�� A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 E%CEPT PIPE COLUANS NMICH kb x i � e �� - � M SHALL CONFORM TO ASTM A53 AND TUBE COLUANS TO ASTM A500 , GRADE 8 , LATEST I/2" ISOLATION i/2" ISOLATION a _ � i +6 AT H x ' � ''` Date: q�Z�97 EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 , GRADE SO AT Ii15 OPTION . ANpiOR q ' JDINT � .IOINT - � _ .i BOLTS SHALL 8E A307 STEEL AND MISCELLANEOUS EA6EDDED ITEMS SHALL BE A36 MATGH VERTIGAL ' ' � � i � ry (I)-#5 STEEL . REINFORGIN6 GONGRETE SLAB WITH � AT I '-4' X GONGRETE SLAB WITH (2J-�5 GONTINUOUS I ��, I ° REMFORGING ON 6RAVEL ° REINFORGIN6 ON 6RAVEL , � 4" GONGRETE � j Project No: 37W 8 . STRUCTURAL STEEL SHALI 8E DETAILED AND FABRICATED IN ACCORDANCE WITH LATEST BASE RE: PLAN 9 " BASE RE � PLAN SLAB-0N-Gi2ADE i, x'3 AT I '-4" X PROVISIONS OF AISC 'MANUAL OF STEEL CONSTRUCTION . ' 2X4 KEYWAY WITH W.W.F. , LEGS /+Ll'ERNATE I -w5 AT �'-O" RE� PLAN C . UNLESS OTHERWiSE NOTED , USE STANDNtD FRi+MED BEMa COnNECTIONS WiTN STEEL �' �� • ` - z'� t - x - x -■ �x4 KEYWAi' --� • a � ��R �% � Y � * 51DE5 ` �� • ' � I Drawn by: JCB BOLTS PER AISC 'MANUAL OF STEEL CONSTRUCTION ' TABIE I I - A WITH A325 - N BOLTS OR TOP OF � 6 �� 4" 4" �5 AT I '-O" . . O�: or.° O�: ov .° • 0�: 0 0-: 0 . �O� : o ° 0•: ov .° • O�: oy.° 0�: � • xa s � -- x -Tx NELDED EOUIVALENT . SELECT CONNEC710N AT EACH SPLICE TO SUPPORT 60 � THE FOOTIIVH ( o oi o 0 0 - - EP.GH WAY p( . TOTAL UN IFORM LOAD CAPAC ITY FOR EACH G IvEN BEAN AND SPAN FOR NON - Cq.POS ITE d .Oo?•��'O.oQ.�n�Qo_A�CS'OoPA,� d G!o�. 7,�'Jo;.QGOa.O,Q'Oo_A� Q -- � t � • o : �v . o : Chedced by: KBO NEI�ERS . FOR COA�POS I TE MEA6ER5 CONNECT IONS SMALL SUPPORT 75R OF THE a , � X � � x � x 'X . � • ��.' ° Oo°.J,�,n,'Qo; • TOTAL CAPACITY FOR EACH BEAM M!D SPAN UNLESS OTMERWISE NOTED . . • ' • . a � • , a , � � 0 ° a: or. o : cr.o., � � . D . MINIMJN YYELDS TO BE AISC AND /OR AWS BUT NOT LESS THlW 3 /18 ' CONTINUOUS FILLET (� � � ' • . , • `(� � � ' � • . , • Q � ° o • - - - • . � - ,�D,o°.va0o2? ' C7. • 1' C2) -„5 SII�'�L Of UNLESS OTHERWISE NOTED . T •° , a • Y " .° . � • - ' GONTINUOVS E . ALL NELDERS SHALL HAVE EVIDENCE OF PASSING T1iE nMERICAN NELDING SOCIETY ��-�' ��-� • • � STANDARO OUALIFICATIONS TESTS AS DETAILE� IN AN6 D1 . 1 . • �ANT�� • - • 2 • /� , � � RE� PLAN • � �- ` , F . STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALl AUSONRY OPENINCS NOT IN RE : PLAN RE� PLAN J � • O _' � LOOSE l INTEL SCMEDUIE OR AS SMONN ON STRUCTURAL DRAWINGS . ONE END OF THE /+� � I S � C T f ON � S E C T I ON 3 LINTE� SHAL� BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND S � C T I O I `l J `/ � C T I O I Y � � $MORTENING . � � 3/4' = I '-O' 3/4" = I'-O' 3/4„ = i '_O" 3/4• = I '-0' C � COPYRIGHT a - ---- -- - -- - --- - -- --- - - --- E � a = < Pierce, � � 0 5.8„ , ,_o., Segerberg & ' L Sx'SXS/16 ssociates i (GONTINUOU5) � � � EXTERIOR METAL 5?U�i � � wn�� aE� SGHEDULE EMBED PLATE SCI�-IEDULE - GAST IN PLAGE WALLS Architects � � � � irl• cor�osire s�s.e ix-ixo'- 10 BASE PLATE � � ' «s lcor+riwious� P.C.-A. I .A. (TYPIGAL 3 LOGATIONS _ ON METAL DEGK �" 4" 2" � � WITH REIIVFORGIN6 2� 4� �� ON GRID 8) WITH (2)-3/4"m L 5X5X5/Ib OR � -� i i A .F7 �, pLp,N B . S � � ARCHfTECTURE i i ANGHOR BOLTS ON I " - �' � - � - - � �_p� � i L 'fX4X9/8 (GONTJ �- -�- � � � � sr+IM Ariv �aouT � � ' I I 1T TI —I I —_ _�L,I-L T Q � � Q INTERIORS TS GOLUMN RE� PLAN � � _ — _ _ — _ NN N � � 0 � 1L4 iL i 1ill� I T I _j. -I I - • � '� oW PA V E R S, D R AINA6E, i i � -W - �- � � - ° • o ry 3/B" X 6" X O'-8" EMBED EXTERIOR � � �j � : p � AND BED RE� ARGH.� � i i RE, p�.AN F =� I- I I _ �- T I I I I T I I � j _ PLATE WITH (]J-5/H"m X b METAL STUD i i I Q � n ---�} w � � � �I � � r o� o F �� r .II r i H.A.S. AT 4'-0' WALL RE � � � Main O(flce i x L_ ■ � SGfiEDULE � � � � 1 I � � 1000 Soud+ Fmntage Road West � i W�.LL � - � M - x x - x , � i t Y � � Q - � � � '� I i - - Tel: 97Q�476-4433 4�0 i Y - x - x �� xw- x � � I Vail, Colorado81657 i • L 5x5X5/i 6 OR � �-�( —j � _�— —. � �— � �—� � �— � —� �— � � � • Fax: 970/476-4606 ��_� � L "IX4X3/B (GONT'� � - �I I C-"�I I I� -I�� -I I I- - I- � GONTINUOUS fXXX'-XX") 3-12 I �. -_ ��( - _ �� . - - - . - — I = i�i� -ILI,,- _ ` Ks iv ry (2)-�6 3'-O` RE� PLAN - GONTI NUOUS ----- GOMPOSITE SLAB w4 AT I '-O' X O � �T b� RE� PLAN � - II� II- I - I�lllll-. I I�i Ii- I � ADDITIONAL � (GONT.J 167 Wazee SL " • ° ON METAL DEGK � STEEL BEAM - �� NFORGIN6 (IN TOP OF i Ti i - - �_ �� _� K �`� �� INITH REINFORGING � �AN DEGK FLUTES) WALL , a FAGE OF WALL FAGE OP WALL � penyer, ColoradoB0202 � RE� PLAN ° • • • (4)-V2"m x 4" H.A.S. Te1: 303/623-3355 �� STEEL BEAM RE� Fax: 303/623-2262 , �b AT I '-4" 6)-5/8'm X 4" H.A. � VERTIGAL ' PLAN riITH L3�C3X1/Ib • • yLppE • � i i , (tr6 AT I '-O" �/ERTIGAL , . �6 AT I '-4 " , (GONTINUOUr) Alm 3/8" �, p�,AN • i i 6 Q . 3/8' x 6 " x O'-8" EMBED STIFFENER A7 3'-0" '� GONTIhA10U5 , �______- i , , A pLATE I/2" x 8' X I '-O" FROM 6RID5 3 TO b PLATE WITH (�)-5/8"m X 6° , I I B PLATE I/2" X B" X I '-O" NORTH AND SDUTH WALLS) ' VERTIGAL n »4 AT I '-0" X Q 3 O• , I • • � I I " -3/8" X 6" X O'-8" EMBED ' , H.A.S. AT 4'-O" r . � � , . HORIZONTAL � . � PLATE WITH !�I-5/B' m X 6" »6 AT I '-4" • Q �n3 AT I �_O" X 4�-O" 4 p � l I/2' GOMPOSITE SLAB �� 4,� � , M6 AT I '-4 " ) • H.A.S. AT 4'-0" (BEYOND). HORIZONTAL 4„ � 4 4 " 4 '~ STEEL BEAM RE � PLAN I ON METAL DEGK � WITM REINFORCINb � WITH GONNEGTION5 � � RE: pLAN M4 AT I '-O' X . 3'-O" RE � SMEET 53.1 MID 53.2 �• .y�� . � � BEYOND 4 RE� SEGTION I/SI . I -- - }� M6 AT 1 '-4" Q � � {� C T I O� � V�RTIGAL � p _ m TS 3)CiXI/4 F+ANGER i W � ry ' 3/4' • I '-O' M6 AT 1 '-4" - ti I STEEL BEAM RE � PLAN WITM Q Q � I � Mb X q � N � 1/2" ISOLATION NORIZONTAL 4" a 4tl �AND AT HANGERJ ^� ^T � �p W 7 9 " JOI NT MATGH VERTIGAL ' � REINFORGING o GONGRETE SLAB WITH �� Q � ry - - REINFORGIN6 ON GRAVEL 5/B " I '-D" � 4� -0u W BASE RE � PLAN KS /�.T 1 '-O" X 4 '-0" 2 Jl � � � � 2X4 KEYWAY '� b" STONE VENEER AND 2' i i - - - - RE � PLAN \ < . STONE GAP RE� ARGH. M4 AT 2'-0" NERIFY WITH EXTERIOR � � �\ - � � l - K - s - c i i i METAL 5TUD I/�° ISOLI.TION MASpW FOR STONE VENEER FOO N6 • 0•' 0 ° o-: 0 0•' � 0�' ov. 9TABILIZATION i i �'�'�' �' N6 AT I '-4" X JOINT - a � .Oo.°.OQ'Oo°.D,�,�DoP•O„�'G?o_°.0,,, � i i � HEDULE � � V' � L SX5X5/Ib eDGE TOPPIN6 SLAB (4 I!2" � � I ° ANGLE (GONTINUOU�.�J Q MAXIMIJNU WITH i i i � (GONTINJOl15) q• GOIVGRETE SLAB WITH HEATING RE � ARGH. i REINFORGIN6 ON 6RAVEL ' : . e i i i �X4 KEYWAY BASE RE � PLAN - - - - 4 , ' • � ', .. , 6" G1�4! STONE VENEER � � _ RE PLAN � a n � a • SIIPPORT FULLY C�ROlJ7ED • � \ -��--� � - x - - �rj�_� o O o O o o O ' TOP OF o F M � Q - - - FOOTIN6 , o�: or. 0�: or . 0�: or. 0•: o . ��, � GONTINUOUS -x - -•x -rx ,- Y �-s ry ':'�;�.Q�C,?oQ.O„�C��o°.��Oo°.�� FAGE OF WALL FAGE OF WALL I RE � PLAN - � =1i= �_ - I � � � r , (8)-5/8"m X 4" H.A.S. (10)-5/8"m X 4" H.A.S. -- - L SXSX5/I6 OR � � I II I� I �� i ' , L "IX4X3/B (GONTJ = � - S � CTfON 9 � � =�T — �T - - - —�I III � � � �. a � � � � . . a . , .� � � .,� sie• x e• x i '-a„ Q D PLA.TE 5/8' X H " X i '�" 3/4� = i �-o� - � �� -II II 1 I II �II II l� l �� l ,� � �ry 4-0 - c`3)-«6 � : ��N F � -�-�- _ _ � W . , O I II I iT� I � �+ � ' ' GONTINUOUS � � TOP OF � , WALL Yy- xrr - � - x -� - x=- � MS AT I '-O' X 4�-0„ I � � RE : PL/.N A � � . > � I 1 � � ' R � PLAN � S � G T ( O I Y I - - «)-� � b" STONE M4 AT �'-O" NEROFU WITH O � GONTINUpUS _ �� STEEL BEAM RE � PLMI WITH L3X3Xl/Ib 3/4' • 1 '-O' �/�NN�ER AND 2• MASOt� FOR STONE VENEER � �_p� (GONTIWOU�') AND 3/8" STIFFENER AT 9'-O" STONE GAP , � i i TS GOLUMN RE� PLAN 3�-0• RE� I.RGH. = yppplNb SLIAB (4 I/�" J i i WITH BASE PLATE M4 AT I '-0" X 4 Q I Q MAxIM1M) WITH O i � RE� SGHEDULE ' 7 I/2' GOMPOSITE SLAB �\ I ED E AN6LE ry HEATING RE� ARGH. i i i Iq \ � (GONTIN10lK�) ! ON METAL DEGK V ' �c4 ScT1Qy ' ' �I9{�, wirr+ rz�iNFOrzcir� � i . ' i i � RE � PLAN �- -- N4 X �,_�� b" GMU - I�i� J P' � � '�' �� AT �'-B" STONE VENEER � I O O O O O O i � i xb /�.T I �_4�� _ � SUPPORT � � i i - I " SHIM AND GROUT VERTIGAL 3/B" X 6" X O'-8" EMBED \ -.-� [ � x ,- -�R - x �-- i i PLATE WITH (2)-5/B"m X 6" ' ' H.A.S. AT 4'-0" � � \ . I I ORIZONTAL e � -I - I I I I, � \ / : 4" • 4 " L SXSX3/8 �NTJ � -� I I- I �_� I - I '-� �I �� - � ; � ' � 7!1 � — I : S E C T I O1�1 5 � , PL�N � � �' ��--�z�-� — � —' — I I a�, SEGTION I/51 .1 � I I -I-_I I - • �, 3/4' • t '-o" I -I I i- -I I I�l I I-1 I- I � - � �_ . ! �, � i G . � TOP OF i -rT i i r-, � --� � � a � j , ��-i �' -I - INALL r _ x � M � t - t -s x ,� ■ � v '-�- ■ � � f�i��11 ° ' A B 8 . 4 5ie^ � ,-o. � i ., � SKEWED 5TEEL BEAM !�)-�b bw 8 .. � , RE� PLAN . • EXTERIOR �5 AT b" ADDITIONAL F{1LY GROUTED B` i . � i GONTIh0.10V5 - GNRI WALL WITH � i METAL STUD REINFORGIN6 (IN DEGK ' ' � 6" STONE VENEER AND � ' - TOPPIN6 SLAB WALL RE� � • i �.I � � � FLUTES) C2) 5 IN BONp , i {� STONE GAP RE� ARGH. (4 I/2' MAXIMIA-V i � SGHEDULE 3 '-D" \ BEAM AT ?'OP � • � WITH HEATINb t � i� ��AH.T�K/0t�� e ; �: =� i , b RE � ARGH. � i k4 AT I '-0" X 4 "I I /2 " GOMPOSITE SLP.B � � � p3 TIES AT � '-O' �4 AT 2'-O' (VERIFY INITH � i / i I m ON METAL DEGK �,� AND (3)-+3 TIES MASOt� FOR STONE VENEER � � , �, W�ITMpR��NFORGINb y� x �,_p^ i A7 3• o.r rop oF STABILIZ.4TION ', BEARING PLATE SGHEDULE (8)-xb VERTIGAL IN 'gA PILASTER i - � I.T 2'-8' PILASTER o 0 0 � o 0 0 0 �►G AT I '-4° � aie• x e° x o�-e� er�eev CMU AND CAST IN PLAGE WALLS � • � Q - x - -� r -� � i-w - - PLATE WITH !2)-5/B"m X 6 " p�� WIlYi 3/b" LINE OF 8" FOUNDATION L 5X5X5/Ib EDGE ANGLE �/ERTIGAL STEEL BEAM RE� WALL BEYOND RE. SEGTION •� `•� ��TINUOIn. � �6 AT I '-4" STIFFNER AT 3'-0' H.A.S. AT 4'-O" b/51 .0 FOR GONTINUOUr 3/8X6X0'-8 EMBED PL.�TE HORIZONTAL 4„ � „ FULLY GROUTED GMU AT 4'-0' WITH (�)-5/8"mXb " H.A.S. REINFORLING i . i /° REOINFORGING RE � ' d � ' WLLY GROUTED b" GMU YVAL.L i �� i i ' POOL DEGK NUTH C?J-NS IN BOND BEAM �12 I RE� SEGTION i/51 .1 � �� PILASTER (F2E� PLAPU f � r � I/�" 150LATION `�-AB RE � ARGH. AT TOP AND «5 AT 2'-0' X SGHEDULE JOINT ��-O" L3JCiX"7/Ib � STEEL BEAM WITH RE: PLAN (GONTINUOl/5) � CAPED FLANGE A5 � STEEL BEAM WITN --� I GOPED FLAN6E AS (�� x QL i • I • ON 6RA E WI � TOP OF O o O O , O STEEL BEAM S E G T f Ol�l 2 REQUIRED � i � 2EQUIRED � i � i I ��-0�� REINFORGIN6 ON YVALL - - - 6RAVEL BASE •- - - - � -+•*- x - �� -AN WITH � � �-�" i 3/4' = I '-0" i i i �X4 KEYWAY i i � I /4" STiFFENER RE� PLAN 3/8" STIFFENER T 14" STIFFENER REINFORGING � � i � AT 3'-O' I � � i � EAGHESIDEL HEIGHT I RE� PLAN � � �� e --a -+.M - y - M C�) -�b � �� N5 AT I '-O" X � EXTERIOR METAL SIUD i i L - � _ � - J PLP.TE FuLL HEIGHT EAGH Revisio�s: r - - � SIDE AND i I '-6" YVALL RE � SGHEDULE , i-BASE PLATE i i AT I '-O" \ i i i GOMPOSITION SLAB i � RE � SGHEDULE � ' FOUND/�TION 10/27/97 � ' ' e � , a � GONTINUOlJS � � � ON METAL DEGK i i i D�: o•r. 0�: or. 0•; n o�: o ' � _ • i • I !Oo�.O `!CoRO, �'poi.Q��'QoP. .�- �MS AT 6" lADD TIONAL ��ry 4'-O " i i RE: PLAN 3/4' SF11M AND GROV7 - - ' 3�_p� �REINFORGING) IN FLUTE5 OF DEGK W . . . . , M4 AT I '-0" x 0 4'-� i i (�)_3/4"m STUDS n u � o ' ' a � < l I/2' GOP'IP091TE SLAB � � � -/ u I�� I � . • . - . • . . ^ . . jD i i BOND BEAM WITH -- Z � o a • . , , n ON METAL DEGK Q (�)-MS X 4 '-O` AT . . . WITH REINFORGIN6 i i WITH I I!2" SLOT'I�D Q . . , . , � . \ HOLES IN BEAM POGKET QCORE � � ��97 I a . . ' � n . , a Q REi PLAN d , ., � STONE GAP RE� ARGH. L SXSXS/16 � " -- '+— " ;; ; AND SHELL � � � . . • . 'a . Kb AT 1 ,_,4° �_ D.A.S. AT 8 " u � VERTIGAL 3/H' x b" X O'-H" EMBm i II PLATE WITH (2)-5/8"m X 6' �GONTIIJl10U5� C21-I/2'mXl '-4" ' �� a . a Q °• • •, , ' • �' • • , • Kb AT I '-4" � , H.A.S. AT 4'-D' �5TEEL bRATE RE� ARGH. i - • _ F{pRIZONTAL 4„ � 4., � S � � T I O 1 `1 � ' STEEL BEAM 4 RE: PLAN E�� AL sia• = � �-o• � BEARINCs PLATE BEARINCs PLATE � rze� secnoN i�si .i «�-"6 � ° DETAIL "I DETAIL "2 . ' �\� ///�� 3/4„ _ � �_0 „ 3/4,� _ � �_�� REi PLAN � .(� � � L3X3X3/8 WITH � e 5/8°mXb " EXPAN510N ' 2 � ANGHORS AT 2'-O" ° 3/8" X b" X O'-8" EMBED I (�" PLATE WITH C2)-5/B"m X c� " H.A.S. AT 4'-O" SECT f ON 9 � i LIINE OF � a xb AT I �-a^ SGHEDULE "2 CRE : DETAIL "2 ) 3/4' = I '-O" GHiMNEY EXTERIOR � � EXTERIOR � VERTIGAL i i � TS 4X4XI/4 WITH ` '�/ �� RETSGHEDULEW^LL i � j WALL BEYOND � � I/�" GONTIIVUOUS Mb AT 1 '-O" � � � � PLATE SHIM HORIZONTAL e STEEL BEAM BEARING PLATE 51ZE 1 � � DEPTH 6EAM BEARING LEN6TH L 5X5X5/Ib � i i � I/� " ISOLATION EDGE ANGLE \ � i i � 4" 4" JOINT S WIO NOT USED ; i LHXBXI/2X2'-O" WITH (GONTINUOUSJ \ i � i � i (6)-5/8"mX4` HA.S. i i 4" SLAB ON GRADE INITH i � i bX6 W2. IXW2 .1 W.W.F. ON WI2 NOT USED \ . ' STAGGER 4" L 5X5K5/Ib OR -� IQ � 4" GRAVEL BASE y��4 NOT USED �� , ' L 1X4X3/8 CGONTJ —� M — M — i z �i -� xR- � � � .� i ° � � - - � b" I - I -1� I � I - � K - M4- ■ a � , x �= M .�— R � X� � - a - a - x - tsS - � Kb AT I �_4�� x I X 6 x i '-8 wITH \ i77 I- I -III- I - I - . O�: oe ° o•: ov ° �o•: ov . ° o�: ov . ° Oior .° 0�: .v�� :�0 . ' vo :�o . ° vo :�o . ° vo :�o . °. re :�0 . � W16 18" BEAM BEARIN6 I ri�7 —��-�— -�L7LL7 �• G , � � -111-� � �-��-��- _� -III-III - � � �-� - -� � " fV . O ' P.OQ' ' 0.0,�'Oo°.J� ao,QCl'Oo_°.Q�'Oo: n:l°.n('�l�„O$�.�°nCG,L�,',.L.°•bC,L1.nO;�� 7 �Ja ' 6 y �� p \ _�� _ � � _ - I/�" ISOLATION I X 6 X I '-8 WITH w�a t Daee: 8/22�97 � i �JpINT 18" BEAM BEARING � I=IIi-I I -III= I I `III� paAIN rz� , AacH. �. �� fI ' I- I I-I I I- I f-I I I-I I ' v • - .a .. i a , � RE� PLAN Z I- I �,,,iL�.L� I _� -I.L-�� ,� R . � ��i I I I_ I i i � I I-jll-i I I- J I I- I - i ��rz n�wir�•� oN • roQ oF i � � � �-� � � � � ,� _ X .-r ,� • � � � Pro ect No: 3700 • - - � - - = wo.�� ' � — . �-- ■ ! * �` , �` — � '�1NFO�' "�' SGHEDULE "I CRE : DETAIL �l � j � REi PLnN a ' T G � � C2)-Kb b ° 8�� I Q ab AT I �_,4�� x — x — x — x � xyz 5TEDEEL BEAM BEARI'NGE ATE Drawn by 106 � � �! 5TEEL BEAM RE� PLAN GONTII�YJOUS \ ! • � , a � WITH GONNEGTON RE. Q \\ �5 AT 6" ADDITIONAL � ' O�: ov. •' o O: ov . O�: ov . SHEETS 53.1 AND 53.� � REINFORGING (iN DEGK ` GMU WALL WITH � c 'O•C � 'O.O.o�O.o°.0,�(�'po°.0 a �� WLY GROUTED 8" .r q ° ' S WIO 3/4 X 6 X 1 '-O � FLUTES) \ (�I-x5 IN BOND - h 2X4 KEYWAY . , Cf1EC�CC(J I�: KBO � 3�_p+ BEAM AT TOP _ a a WI2 I X b X I '-0 •4 AT I '-0" x 0 — � -I I/2 ' C.OMPOfiITE SLAB 4 , • , ' ' e . • o • m ON METAL DEGK _ � . . � • • , � WI4 I X 6 x t '-0 �1E� � • FOUNDATION WALL �� WITN REINFORGIN6 � � x � . (3)�6 (GONTINUOU�' , WI6 I I/2 x b X I '-4 a I RE � SEGTION 9/51.1 �a \ �' PLAN 2'-O" � 3/8" X b" X O'-b" EMBED �`T 2'_0" �b AT I '-4" RE. PLAN VERTIGAL PLATE WITH (2)-5/8"m X 6 ' STEEL BEAM RE, PLAN � � �-AN W18 2 2 X 6 X I '-4 � /� * S1 . 1 A A h H.A.S. AT 4'-O" WITH �/8" STIPFENER AT 'J'^O' NOTE: USE SAME BASE PLATE 51ZE5 FOR � � C T I OI `l /�l � l�S � AT I '-4' '�1 � �, T I � � \ I �, POGK.ETS M GONGRETE WALL. HORIZONTAL 4�� 4• � � E G T � ON � \•/ �.•� � 3/4" = I '-0' 3/4" = i �-c; � 3/4' = I '-O" ^ RE. : SEG"iION I /SI i - - - - - - � � . p _ C COPYRIGHTi I �g � � w COMPOS17E SLAB - - -- -- ON METAL DEGK / Q � WITH REINFORGIN6l Se Peerber O( RE � PLAN g g a a 4" TOPPING SLAB , Associates � (4 I/2' MAXIMUMJ WITH HEATIN6 Architects i RE. ARGH. LINE OF W^LL AND � � FULLY 6ROUTED P.C.-A. I .A. � ��5 �� e� c� �E ARCHITECTURE Mb AT 0° . �n " ISOLATION . • � , , /— JOINT. TYP. - �-- - - - - - - - - YVALL REINFORGINb :,. • .' � rze, ScNevu�e '., ; PUNNING 4' GONGRETE SLAB EM6ED PLATE � 0 0 0 6 o INTERIORS • LINE OF YVAI_L � / ON GRADE WITH REINF. O gEYp�.�p � _ _ _ _ _ .:� ' AT OPENINC{-.� ' RE � PLAN A i - - - - '"" -"Xr FFEATED TOF�INb SLAB � � RE � SEGTIDN 5/51 .0 � K - M x % xb AT 8" X B'-O" . . � ' L _ RE� ARGH. i POOL �� A�H. VERTIGAL TO --� - - - - - - - GONTRAGTOR ' x - x - x - x - X- -X - x - x - x - � i IG TIG < . � � M4 AT I '-0° x 4'-0' GORE REINFORGIN6 ° WITH I/4 X � X O'-3 MaInONke RE. PLAN � � 1000 South FroM�e Road WeA VO .�O . VO .'O VO .'O . ° O .�O . ' O�: �Y.� O�. n � ' O�. O � D•; OY. � o i V2" ISOLATION V�LD TO � GOMf�O51TE SLP.B Vall Colorado81657 Oo. .O�JOo_ .O,�l�,'Oo_.Q� TOP OF i .IOINT EDGE ANGLE / ON METAL DEGK Te�: 97Q/47b4433 �.Q?oGl��,0,so0,'�,,,G,4o!J,L��0.40'',�. '_ - - - :c?oP.Q �' u o o �L � - - - - - - WITH REINFORGING 'u��}�='� - - - - - - - -JI� - - � 1/4" GONTINIOU�'� BENT rll- I - i PLATE EDGE RE � PLAN Falc: 97(y4764608 {�"- - ANGLE /� � (�I-�6 GONTINUOl15 � . . a• • • • • � • • • • • 0 � , X — % — % — % -r� X STEEL !�J-Nb Denver Office »b AT 8" X Q — �6 AT 8" • a � BEAM RE� PLAN � GONTINUOUS ° • 16V WueeS1. (SHORTER .11 a WITH GONNEGTIONS PODL BY . . SuI�eC2 «b AT B " �. 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' • . ° , � / I M.A.S. �� — (�7-Mb GONTINUOUS Z ' . . , a ' • , � , �� GOMPOSITE SLAB ON � • ; P • , a , M4 AT 2'-0" NERIFY WITH MASOPU FOR - / , �METAL DEGK 1^/ITH � AT 8 " X J e ' • , i REINFORGING � . a ' f . . , STONE VENEER STABILIZATION _ ' a . a I / RE� PLAN ^ � � a � � '� a . � • � � � �6 AT I ._4„ X � � . � i , ° � - U� " ISOLATION < ' • • � • • � • a L5X5X5/Ib GONTIFY/OU5 z a �- �- x - � - - R - x . ,, Q • M6 AT I '-4' X JOINT \\ • . . . . . . ED6E ANGLE. S a , y�� GONGRETE SLAB WITH 9 " � � ' 9 " -- -- I/2 " ISOLATION 4'-O" x'S AT I '-O" X � 3" REINFORGiNG ON 6RAVEl_ i JpINT BI5E RE� PL�.N b" 51TE SLAB ON 6RADE � (2)-�b Q 2X4 KEYWAY --� � I/�" ISOLHTION GOhIGRETE 5l-AB V'�ITM WITM �5 AT I '-O" GON7IPWOUS I JOINT REMFORGING ON RE� PLAN � . 6RAVEL BASE EAGN WAY Mb AT I '-4" RE � PLAN O 'e 'J/Hx6X0'-8 EMBED � � � - % - � - � PLATE WITN C2J'5/9"m X 6" TOP OF �,.� � o • � , VERTIGAL I��GI � O WITH �X4 KEYNIAY RE� PLAN FOOTIN6 � D�: v. O�: or . 0•' or 0�. � H.A.S. 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SIDES 4 � � " � • a . !4)-*6 NT GRADE ' ' • � . :. !�- " (V 5/8" V REr PLAN e MIN . • • ' � � • , ° � a BE.�M 9EARING X , y i i � � : , c � , � • ° • � • i i EXTERIOR J �+ , a � ' � • •• e i � � METAL S111D , ' ^ � • _ 9" - i , o STONE VENEER AND �° i - i i � � ,, ' i , , STONE GAP RE � ARGH. � _ __ TOPPIN6 SLAB i i WAl_L RE � � � a . • . (4 I/2' MAXIMUM) SGHEDULE INTERIOR (NON-LOAD ' � • , i WITH HEATIN6 i i BEARING) GNlJ WALL WITH � \ ' • . f ° ' • O ' I •• • , RE� ARGH. i i �5 (GONTiNl10U�.�) �iNFORGING RE : GENERAL / a • I ^ I I e , e NOIES , . ° . J ° , • • • � � i � (3)-«b »4 AT � '-O" NL�21FY WITH MASOW FOR ---�— i i , . GONTINUOl15 Q STONE VENEER STABILIZATION I � . . a . I I � • • � I —__ —"" I i �• a t • - BARS TO MATGH L SX5X5/16 GONTINUOUS � �- � � � a � : � TYPIGAL FOOTIN6 4" 9 '-O" E � PLA EDGE ANGLE � O O O O O O O . j� , , , a , REINFORGEMENT ■ �- �- M - x - z - x - z - � . � e RE � ARGM. ! POOL 4" GONGRETE a . • a � � , • � . , � GONTRAGTOR i WITH�W.W.FC.�AD� - - - �U-#5 ti a . a . , PLATE AT 3'-0° � � F'LAN � � S � C T f ON �i �/2" ISOLATION 3/9" STIFFENER PLATE ' °J�B�� STIFFENE-R �� JOINT EAGH SIDE I�T HANEsERS � � Q � �I � 3/4• � i �-0• � � > , Qr I/4' GONTIN10Ur BENT O L3K'SX7/Ib - � \ (�� -- Yrz �_ : Q PLATE ED6E (GONTIN10U5J Q + . � , �d � , c ' W ANFsLE � ' • 0• o C�a?.�:�r?�OdP. V STANDARD _ r,- x - x - � - x • � e • . NSION LAf: . • . • e o • _ � $-12 0 _ ^ If1 OR GONTI Q � - � - - - O �m L'.b°�'�M�Oo2?i�.)'. � � ��)-�5 n • o o : o � . � $A� � - L6Xbxi/� (GONTINUOUS) + GpNTINUOU� i TYPIGAL FODTING � � POOL BY • �'��_ REINFORGEMENT � �_8�� . � � � , �� .� 8�� b,� 8�� OTHERS NOTE� AT TYPIGAL FOUNDATION NlALL STEP - BOTTOM �� ' GOMP051TE SLAH ON � STEEL BEAM RE� REINFORGEMENT ONLY 15 REVISED. RE : PLAN METAL DEGK WITH SHORE DEGK � . • \� PLHN WITH 3/8" / 4 AT I '-O" X 4'-O" TS � ' ; � REiNFORGING RE� PLHN ! ANGLE AS ' - � � - , WELD TO BENT PLI.TE STIFFENER A7 3'-0' � �-�° GOLUMN i i i REQUIRED ED6E AN6LE � RE � PLAN i � � " _� i � L3X2XI/4 HT � I RIGID GOMFOS�TE �'.�L-A6 � '-�' S � C T I O I �l I � � I � II�iULATION /,-�� I OREN' �TA� DEGK S � C T I ON 2 � � K - x - -`' - R ` R —� M — K (12E� ARGMJ WITM REINFORGIN6 3/4" = I '-O" ' ' � • • i � , . �r � � / I A 3/4" = I '-0" � � ° �3/8" X 6 ' X O'-H' EMBED Q � O �\ b � � PLATE WITH (2)-5/8"m X 6" � � H.N.S. AT 4'-O" ry �V � C�)-M4 x �1 WELD F � L5X5x5/ib � • � •� p` (�-1� � '44 • d • 'F �� VERTIGAL» (GONTINJOUS) ` \ � ` , \ �` T5 GOLUMN � � `. \ ` , TO I/�X6X0'-10 RE� PLAN WITN i i j j (4)-3/4"m \\ � ` SASE PLATE� Revislons: BASE PLATE � F � STEEL BEAM I i BOLTS (TYPJ (�J-M(� GpNTINU0U5 RE� SGMEDUI.E � i RE. PLAN i i - — - — - — - — - � \ r o�iior�rAL FOUNDATION 10/27/97 � i i � L4X3XI/4 EAGN SIDE � � NOTE: DEGK AND i i WLL WELDED GONNEGTION I/2 " ISOLATION � i SLAB OMITTED i � � 1 " STIFFENER TS 4X4XI/4 80LT5 FOR EREGTION ONLY Mb AT I '-4" X JOINT � CORE � � �/ � 7 � FOR GLARITf, � YVIOXi2 STEEL BEAM • GONGRETE SLAB WITH AND SHELL RE : PLAN i � i GOhWEGTION PLATES BRAGE WITH i � � i (E3EAM5 OMITTED I/�XbXO'-10 I i i (GONNEGTED BEAMS 9 ° REINFORGING ON GRAVEL i � i FOR GLARITY) END PLATE TOP i 2�_rG x i �-6" AND BOTTOM MOT SHOWN FOR GLARITY) BASE RE� PLAN � � e 2X4 KEYWAY —� I I (3)-Mfi AT 4" IN ADDITION \ I/2X8X1 '-O EMBED �. � Q TO TYPIGAL REINFORGEMENT � � F'��`N �� ° _ ��. y _ x _ X _ x �` � WITH (4)-I /2"mX4" H.A.S. � RE, SEGTION I/51 .1 7OP pp � FOOTING : o•: oe. 0�: 0 0�: or. o•; pv. HRG. � . � ' .Oo�.Q��0o�.0,�LfOo�.O,��'Oo�.O • RE� PLAN RE: SGHED. � " GLR. , . i • � I i a � (3)- 3 TIES •• Q , � ' ' �, • . • I/2" ISOLATION � i AT TOP � • i , a GONG. 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RE� PLAN ''� NOTE� AT SIMILAR SEGTION EXTEND � ' , . • ° � a ' • • � ' � d I '-0" �b HORIZONTAL INTO WALL OPPOSITE ' �J_� . � , _ GONTINUOUS I �Drawn by: JCB SIDE 4'-O" OR PROViDE 9'-0" HOOKS , . , INTO PERPENDIGULAR WALL. ' � ' � " ' � � � . RE� PLAN Q • . ' . PILASTER RE, ��i .o • , . . ' . � Checked by: KBO ; � a � Q SGCT � 0 � 8 a , � • . . , � I � � , - S � C T ( ON 11 3,4. ` ,�-0. � � ° �� °f �. 3/4,� � ��_�„ EC3UAL EQUAL �=� RE� PLAN � S ■ • 2 i S � CTfON 3 A 3/4" = I '-O' � _ ----- --- - - - - - - - --- - -- - ---- - - — - - — — — — - -C' COPYRIGHT - a � �� W : :, i Pierce, ; � Segerberg & I, Associates ', I � 3 4 5 E: l 8 �1 I O Architects '�, P.C.-A. I.A. �� ARCHITECTURE u� �• PUNNING � � i � i � � i � INTERIORS I 0 .8 4 .5 7 . 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'�� i (V � I5'-O" 5'-b ° � (9 O.DJ "FI�L " � 73'-4 In` �3'-4 1/�" 510 TS 4X4XI/4 -� � � � I Y i i i GOLUMN ' � li Q I � GOLUMN �� q \ �� i i I i m I I � TOP OF TOP OF i XHW 6 5/8"m ROUND SLP.B SLHB � � SIA b \1 51.1 I 0 � (9" OD� "FIRE-TROL' 4� IS'-0" L � ' SIA ' i i i �N i i i TS 4X4XI/� I TS 4X4XI/4 i I I I II I �GOLUNM GOLUMN � -- - - - -- - - - -+ - - - - - -l - - - - - - - - - - - - - � - - - - - -� - - - - - - - � - - - - - - - - - - - 1- - - - - - - - - - - - - } - - - - - - - - - - - - -+ - - - - - - + - - - - - - - - - � - - - - - - - - - - - - - �-- - - - - -�-t r, ) Revisions: � � � � � � � � Q ' �� 14'-O" � 13'-0" � I i � I � . I si.o � 509'o DD 9/26/97 ��-O� DD 10/15/97 V. 4' . . EMBED 10/17/97 PLATES F ( � S T L E � � 1._. F � � i"f I NC� fi� � ,g1�1 :�' FOUNDATION 1Q/27/97 iie^= i �-o�� CORE 11 /7/97 STEEL BEAM PENETRATION SGHEDULE CLEAR SPAN DECK SHORINC= REQUIREMENTS STEEL FRAMINGc NOTES : � AND SHELL I . (XXX'-XX'7 INDIGATES TOP OF STEEL BEAM ELEVATION OR JO15T 1"fARK PENETRATION 51ZE CLEAR SPAN GON� ITION BEARIN6 ELEVI.TION. TOP OF STEEL BEI�M ELEVATION SHALL SLAB/DECK TYPE BE "11 '-b I/2' I.ND "1'J '-6 i/2' UNLE55 NOTED OTHERYiISE. � q �- - - 5" m I SPAN � SPAN 3 SPAN � • `-�LHB ON METAL DEGK 5M/�LL BE 5 I/� ' (TOTI�L DEPTHJ NORMAL Q LJ WEI6HT GONGRETE ON 3" - 19 GAGE METAL DEGK. RE: PLAN FOR i WELDED WIRE FABRIG REQUIREMENTS. MINIt-ll1M GOMPOSITE DEGK SEGTION REG7UIf2EMENTS ARE AS FOLLOWS, Ix � 1 .26� IN4 5x m .BIO IN3 � _ _ �„ m 3"-18 GA. METAL DEGK II '-11 " 12'-4" 12 '-9 " t INITH 5 I/2 ' SLAB 3. XX IImIGATES AN UNFAGTORED SERVIGE LOAD REAGTION OP XXX klps . q „ m 3"- 18 6A, METAL tJEGK 10'-2 " 10'-8" II '-O" / � - - WITH l I/� ' SLAB 4. � INDIGATES NIMBER OF 3/4" DIAMETER X 4 i/2 " MEADED ANGHOR / STUCl�' PER BEAM. THERE SHALL BE A MININRIM OF (I)-PER FOOT / BEAM LENGTH. UNLE55 �NDIGATED OTNERYV�SE BY� � LJ -�� x q �� A. � INDIGATES xJC H.A.S. DISTRIBUTED EQUALLY ABOUT THE � BEAMS LEN6TH. � � E �- - - 10" X Ib" B. -�- INDIGATES XX H.A.S. D15TRIBUTED EQUALLY �'�� U BETYVEEN ARROWS. �-- - -- _-�/ I F I- - - �O" x �5" 5. ❑ INDIGAT'E° T1JBE STEEL GOLUMN DOWN ONLY. �-J 6, � INpIGATE-5 TUBE STEEL GOLUMN UP AND WIDE FLANGE GOLUMN DOWN (RE� BASEMENT 5�.0), UNLE55 IT BEARS ON THE FOUNDATION A7 THIS LEVEL . NOTES� REFER TO 5TANpARD FLOOR BEAM PENETRATION DETAIL Date• 8/22/97 ON SHEET 53.2 FOR BEAM REINFORGEMENT. "I. � INDIGATES TOP OF GONGRETE SLAB ON METAL DEGK ELEVATiON. ' 8. �I � INDIGATES FULL MONIENT GONNEGTION. 9 . i�E INDIGATE5 50 ksl SIRUGTURAL STEEL SEAMS. Pro�� NO: 37� 10. RE� SHEET 53.1 AND 53.2 FOR STEEL GOIVNEGTION NOTES AND GAPAGITIES. Drawn by: JCB II . PLAGE ADDITIONAL SLAB REINFORGING OF �5 A7 �'-O" X 8'-O" AT ALL 61RDER5 PERPENDIGULAR TO THE GIRDER. C�ICCC�CCd �: �0 12. � � INpIGATES A BEAM SPLIGE. BEAM SPLIGES SHALL OGGUR AT 2'-b" (TYPIGALJ FROM THE GENTERLINE OF THE GOLUMN UNLE55 NOTED OTHERWISE. SPLIGE DISTANGE SFIOULD NOT BE MOVED YVITHOUT EN6INEERS APPROVAL. �� 13. = INDIGATES WIDE FLANGE GOWMN DOWN Q ' o S2 . 1 0 14. OINDIGATES TYPE OF EMBED PLATE RE� SGHEDULE (SHEET 51 .1). � 15. � INDIGATES BEAM POGKET. RE� ARGH. FOR INFILL TO MAINTAIN FIl2E k.4TING . n Q 16. � INDIGATES R1LLY 6ROUTED 8" GMU GORE WALLS WITH �5 AT 0" VERTIGALLY AND HORIZONTAL � n JOINT REINFORGING AT I '-4". ABOVE DOOR OPENINGS PROVIDE (3)-HORIZONTAL 80ND BEAM=� � EAGH REINFORGED WITH (�)-M6 BARS AND EXTEND BOIm BEAMS 4'-O" PAST OPENINGS INGLUD : N�°: � BEING GONTINUOUS AROUND GORNERS. REFER TO SEGTIONS FOR ADDITIONAL REINFDRGING . . � n - - - - -- - - - AT FLOOR SLABS, BEAM BEARING LOGATIONS, erc. lC i COPYRIGHT . � � � IJ - < U Pierce, Segerberg & Associates I 2 3 4 5 (� "7 Y_� �=1 I � ? Arch itects P.C.-A. I .A. �'�'' ARCHITECTURE ' PUNNING ' ' � ' ' � ' ' ' INTERIORS � I I 4 .5 I � .5 I I � IZ'-0" � 2'1'-0' � 2l'-0' � I2'-0" I�'-0" � 71'-0' � Z"1'-0' � I�'-O' I�'-0" � 4'7'-p• � 2"I�-6• Main OHke � i 1000 Sarth FronGqe Road West � i i i i i � i � Vail Cdaado 81657 Te�: 970V47b4433 I I I � I fax: 970/476�4608 I I I � I I I I I 1 i i ' I i I I I I I 1 I I ' I i l�� WuMC$f. � I I DlovC. C,olOratb 80202 � i . Te1: 303/623d355 � � i i i � � i I - - � . Fax: 303/623-2262 ----I � i ` i i i i i i i � I i 5" '-6 10'-II 5/H" ',6 84'-"1 I/2" I � 10' . 10" � ��,-0• � �-0• � 84'-1 I/2 " TOP OF �'� l'-0' � "1'-0' S'�i' ' �'6 8�-II 5/B' 'fi' �Ft '- II 5/8" '- II ' 8�-p^ SLAB ' 16 TOP OF � 10" � 10" � 1'-0'\ I -0. ;. p-0. � �� 5/0' 4 4' S/8' i 54.� SLAB �,�. �� 8'-5 5/8' 'fi 5'{i" "1'-O„ .� �� 5�_� �� -0. ��.p• 5��• � i i i i i � . 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X I' - WI6X36 - WIbX26 �01 O WIbX36 � - W16X3(� � 'fl UP ONLY �' � i � WI6X31 GLR. � 54.1 �D � i � � �� b \ - �l�'� H � O � WIbx36 WI2X22 b O 5'-9 9/4' i B O i F � 9 G �.i IS WI �XI4 5 �• 2'�13/4 54.1 � � I r 54.1 ry WBXIO 5 4.1 I 22 � � � WI6X40 0 iOk +�0 aJ I J Q � � OPEN ' . � � U1 rv N C7PEN r . - ��F'� � I � O \ 0 i5k � r �0 �0 �D s�v.i � � � r i Y � � ' , I K � X Q � 4 � i � � � •_ 0 � 0 � � � xi � 0 oS' � � � iv � ao�Ke� '? � Q � � 0 � 22 I V � /o . '0 - i � - � � � ; ��. � � _ _ � � _ ` _ v � i o � �-a� q 4 � � � wiexao - , ss.i ,�� .� � v w ' n � � � ; - - - = �, - - - - � - - - - - - - - - - - - wu�w+a- - - - -Q - - -� - - -wiexao - - � - - - -r+u�xao - - - - - - - - - - �� - - - �- - - - - - - - - � - - - - D . � J - - - F O . \ � WBXIO BENM BEAM�\ WIbX31 � I'-I I/'1' „ � WIOXI2 _ � Y � - GLR. - -- - WIOXI � WI6Ki6 �; POGKET POGKET 8 ° . i '-3 I /� " T-7' B'-II I/4' �-q' O O r . . 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EQ . 6�1� W POGICET i I '- 10 " x ry.4 �- - X ry � ry I 54.4 i � i . i _i F . � 6n � '-O " 0_ U x I - -- - - - � - - - = ppE � 54.4 � .o r �a � 4 L � �� FAUX - - - - - -� - - 7� - --� -'�� -6 p - I�Ic RI�X14�- - - - � ir� � � rc 3 K WBXIO WITH � - - - - - - i - - - - - - - - - - - - - - - � POGKET - 54.1 - 4 BALGONY �� BALGONY ��" - X - - X X X X X X , X X X K Q � - �0 4 � p 1 FRAMES- J FRAMES_�1 � � � � � � � . L�s - - - -E�ANL-�- \ 0 ei. s r; -Q S�KiXi/�N a� _ F .(: t� � � WIOX12 WIOXi2 UP ONLY 54. S4 - ; - - r -�' - - - - - - - - - '� -� - F . �' 54.1 lA' ONLY POG ET � X WBxin w9Xi . xk. X I --71^ 1 X XI X � g STAIR m WI�XI4 � Q V i i i i i i i i i 83'-0�( _ WIOXI� � �} � � � r ��2'-85/8'1 i ' �� - - - - - - - - - - T'� �X$X1��GOL N�! UFr-__ - - - - - - - �bXbXS/I6 GOLU Nl�l - - - - - - - - - - - - - . _. _ .- .. - - - - - - - - � - - - -9i7 - - - � � - i � - C7 HW 6 5/8 '� ROUND (9 " O.DJ XHW 6 5/8"�D ROVND (9 " ODJ 4 �I " "1 '-0" 4'-t0" '!'-O" 4'-1 " TOP OF ETAL ? a i WBXIO WITH , � - - - - - � - - - - � - - - - - � - � L L L �, ,� - wi�wa o � 6 „ 6 ,. � - - - . � -�.-�r� F2ppF pE O TS 3X XI/4 4 _ - ' - _ - ' i_ _ _ ' _ _ i_ _ _ _ �1RF�R94 .SeQ411C�PQ� J - _ - _ _ _ ' - _ _J _ - 'F1R�-�Q� ri4�MNJ24Y'� � - - - - - - - - - - - - - �'- - - - - - - - - - -- - - - 1-- - - - - - -�- . --- - - - - -. � -- - � - - � snia .r�11lNM _ C`: .4 I HW 6 5/8'm �-OUND TS SXSXi/4 -- TS 5X5 ii4 54.� !9 " O.DJ "FIRE-TROL' I � GOLUMN p � Gp� � 14 i GOLUMN DOr+w UP ONLY � ��-3" 4'-9�• 4 �_3 " ,{�_3�� UP ONL � � I 54.4 � � I mi i i i i i i ' 85'-O" (tJ ' I � 0 0 0 0 0 TOP OF M TAL }-2'-3" 2 '-3"y � i p i I ' � � � � � ROOF DE K � � � 10'-6" 4'-51l2' ' H - - - - - - - - - - � - - - - - -J- - - - - - - - - - - - - - -l- - - - - - - - - - - - - - J- - - - - - - - - - - - J-- - - - - - - - - - - - - � - - - - - - - - - - - - -I- - - - - - -} - - - - - - -Y" o � i��- - - - - - r-o � ,�� - - - - H Revisions: t � i i i i i I - - WI2XI9 I i � I I , I I ' � 50% DD 9/26/97 �i`O - DD 10/15/97 � �r; CORE 11 /7/�97 AND SHELL S E G 01�11� L � � � � � � �, 1"f I NC� i� L ,41�1 =�� STEEL BEAM PENETRATION SGHEDULE GLEAR SPAN DEGK SHORINC= REQUIREMENTS ��• ° � �-o• STEEL FRAMINCs NOTES : MARK PENETRATION SIZE SLAB /DEGK T`r'PE GLEAR SPAN CONdITION , , �xxx�-xx^) INDIGATES TOP OF 5TEEL BEAM ELEVATION OR JOisr BEARIN6 ELEVATION. TOP OF STEEL BEAM ELEVATION SHAL� I-I - - 5" m I SPAN 2 SPAN 3 SPAN � ��-6 �/2" AND 83'-2" AT DEGKS UNLESS NOTED OTHERWISE �� . SLAB ON METAL DEGK SHP.LL BE 5 I/� " (TOTAL DEPTM) NORMAL WEIGHT GONGRETE ON 3" - 18 GAGE METAL DEGK. RE � PLAN FOR 3"-18 GA. METAL DEGK WELDED WIRE FABR.IG REQUIREMENTS. MINIMUM GOMPOSITE DEGK B� - - 7�� m WITH 5 I/2' SLAB II '-Ii " 12 '-4 ' 12 '-9 " ��'TION REQUIREMENTS ARE A5 FOLLOV�LS� Ix = 1 .�61 IN 4 Sx = .810 IN � \ � 3. XX ` INDIGATES AN UNFAGTORED SERVIGE LOAD REAGTION OF XXX kips . � ` � _ _ q �, m � 4. � INDIGATES NUMBER OF 3/4" DIAMETER X 4 I/2" HEADED ANGMOR � _ _ ,, x q „ 5TUD5 PER BEAM. THERE SHALL BE A MININq1M OF (I)-PER FOOT BEAM LENGTH. UNLE55 INDIGATEA OTHERWISE BY� / I E F- - - i0" x i6 " A. 0 iNDIGATES H.A.S. DISTRiBU7ED EQUnLLY o.BOUr rHe � LJ BEAMS LEN6TH. , / B. �= INDIGATE�.� H.A.S . C15TRIBUTED EQUALLY --�__/ �'-� BETWEEN ARROINS. � F F- - - 10" X �5" l_J 5. 0 INDIGATES TVBE STEEL GOLUMN DOWN ONLY . � NOTES: REFER TO STANDARD FLOOR BEAM PENETRATION DETAIL b. � INDIGATES TUBE STEEL GOLUMN UP AND DOWN, UNLESS IT i5 F ON SHEET 53.2 FOR BEAM REINFORLEMENT. LABELED UP ONLY. DdLE2: 7 I . 7. � INDIGATES TOP OF CANGRETE SLAB ON METAL DEGK ELEVA7iON . I b. � I� INDIGATES FULL MOMENT GONNEGTION. PI'0�8CL NO: 3700 9. jIE INDIGATES 50 lul STRUGTURAL STEEL BEAMS. 10. RE: SHEET 59.1 AND 53.2 FOR STEEL GONNEGTION NOTES AND GAPAGIriES. �rawn by: �CB �' I ' PERGPENDIGUL TO THE GIRDER�'� OF M5 AT �'-O" X@'-0" AT ALL GIRDERS C�� br KBO �2. � � INDIGATES A BEAM SPl_IGE. BEAM SPLIGES SHALL OC.C.UR AT �'-b" (1`(PIGAL) FROM THE GENTERLINE OF THE GOLUNM UIVLE55 NOTED OTHERWISE. 5PLIGE SFI� OF DISTi.NGE SHOULD NOT BE MOVED WITHOUT ENGINEEi2'S APPROVAL . ,�; i3. INDIGAlES FLDOR SLAB PENETRP.TION, PENETRATION OF I '-4" X I '-4" AND SMALLER � MAY BE BLOGKED-OUT WI7HOUT ADDITIONAL STEEL FRAMIN6. YVHERE FRAMING IS NOT ^ w . � � �" INDIGATED L 5X5X5/16 AN6LE5 SHALL BE USED A5 EDGE ANGLE SPANNIN6 BETNlEEN ` - ' 1 � � SUPPOR75. (RE � GENERAL NOTES FOR GONGRETE REINF. REQUIREMENTS). 1 / \� L 14. � INDIGATES FULLY 6ROUTED 8' GNA1 GORE l^IALLS WITH KS AT 0" VERTIGALLY AND HOf2iZGNrn� JOINT REINFORGING AT I '-4" . ABOVE DOOR OPENINC�f PROVIpE (3)-FiORIZONTAL BOND BEAMS � EAGH REINFORGED WITH (?J-�6 BARS AND EXTEND BOND BEAMS 4'-0" PAST OPENINGS INGLUC�iN6 � BEING GONTINUOU�,� AROUND GORNERS. REFER TO SEGTIONS FOR ADDITIONAL REINFORGIN6 AT FLOOR SLABS, BEAM BEARING LOGATIONS, ETG . � �,C ; COPYRIGHT �` �� -- - a � . � � mry ' lii � < U Pierce, Segerberg & ; Associates � i � � � � � -i � �� i o Arch itects P.C.-A. I .A. ��2'�'' ARCHRECTURE ' PLANNING ' ' ' ' ' ' ' I ' ' INTERI�RS 4 .5 I � . 5 I � � I�'-0' � 2'1'-0' � 2'f'-O' � I�'-0' �2'-0" � 77'-0' � ZT-0' � 12'-0' I�'-0' 2'1'-0' � 27'-b" � Main Offlce i i 1000 South FrorVage Road West i � � � � i i � i Vall, Cdarado 81657 Tel: 97W476-4433 ( I t � I I I Fax: 970/476-1608 � I I I I � I � i G .C'-' I I I I i I I � i Oenver O(fice I i i i � I � � i i �� 1617 Wazee Sl. i0'-O " i I Denvei. 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O � L� l. - i D O � � 4 I /�" GLR. Q � � r�. .� � � 4 '1 '-� " H '- I I I /4" � GLR. � 5„ . � - N �1 � � � L i � i0 Q � � (1 �-7� �f � � 54.1 � � a � Q ! � O p 5" Q , � �0 j /� B ' � 54.1 � i i 0 r � � O O W16X36 ! p ! i i � � II'-1 3/4" � '-O I/� " Q '� � , � LL �\ X � wibx36 � `�' � = WIb�c36 � _ � Wi6xZ6 � Wi6x36 � 0 - 0 _ � � 0 � , ; �--i ]7 � � p � . g WI67(�6 � GLR. O � O U B i xl0 8 � WIbx36 �0 A� Q �\ I WI2X14 ISk ` _ - � S4J ° _ - �2 . � � '� - � � a `� � r- �Q OPEN � � p OPBv N : � OF'E OPEN 54.� - � Sa.� , � �- OPEN � 0 YVIbx40 0 � O � -` - A X ! r _ Q � X � - R � x � � r�Bxio r - OC � X _ OC `fl �D u1 � � ,p = � � U 0 J J '� � i � � K `D � _ � 0 0 u` 0 _� J �0 ! ,� 0 0 � X ,p � � .Kp �`! � � x X x - U ; - U x � � J X '�� X � � X - J � � U x I x 'fl T _ V BEAM � ; � _ _ � D V 4 - - - \ � - - - - �l� - - d� � � WIbX36 A �O ; � � - -- - - - - - - - � � _ _� S4i - � 0 � 54.1 - - � - -� � - -�V16JG40 - - - - '- � I ' � - - ; - - - - POGKET �- - - - - - - -^ � 6 Y _ - Q � .1 J _ _ �, _ ---., - � W I-f�+-- ; � \ f� � °Yj W8X10 WIOX12 _ POGKE7 � � �t.M ,l y� "/ F POGKET � WIbX40 � - - B WIbX3i � - - B Wib�i6 � �5 Wib i � , � pp(( ' � WI6�C3G � 0 N \ �C�j �� ,;Y �0� �`� � � POGM T�. OPEN 5 i/�" NORMAL 1^�IbHT B Z - - - B ♦ � WIOXI� � A ry � � " � ry 51M. � � -� / cXV K E .� � (� /� Q C.O N C R E T E S L A B O N 3" - 1 8 � i - 4 - O P E N 7� � I � � 0' � i� � P - D ��. I'() OPEN -� T ' ^, - 6�GE GOMP061TE METNL DEGK � . � � i F ry OC BEAM Y � Y �"i � � . _ . � - . . - - -- - - O --- � � � � O J � � V416��0 ~ X � 0 OQ O \ / �J ry� � � 3� 4� . . .. i � _ 1�J W I T H 6 X 6 I N�. I W 2.1 W.W.F. - I a - _ J � I � � 0 k w14x22 � f0 v � 1 - - � - � - - - - � � -� - - - ry -� - - E � E - - - - - - - - - - - - - - -- - �- - - _ - '- - - - -�- - -- - - -� - - - - --... _ . - �- -- - -- - --- - - -� -- - - - - - � - - - --- i S. O �� i �-, v � BEAM-- b. .� � �� gEl�ht ,, Cn W p XS ' �y ' i ��pj W I 4 x 4 3 ^ - � m pC BEAM � W14X43 � � X POGKE'f�� z OPEN WIax53 � [�j PPGKETS O � � , �� .� il, � � �� ry . , � i � :1 I �� `C W8x10 � � W�6X50 � WI4X38 � � � `E�' y � � OPEN 0 v � WIOXI2 Q ry O POGKET5 X BEAM � � l Q � . i, � i \ A� p �-Y,-- . 13 � g � _ X O � z ENU/�. ��. OPEN � - ; Wi IZ ;/ ,� POGKET � O � �0 Q 9'� / °� ' 0 �� ib 54 i ,Xp x � '� � `� p i� ' �� : m % I � + 4 . / I i �o eE�, o '� - � / � � g '\ ; � `� - fV � ; ry X GLR. s�.i ///�� _ - � ST.^IR �- � � � � ' - ,p ,8. / POGKET _ � I c.rt2 BEAM _ IIl � �Il ; Q OPEN '-4• / - ��' �O. : ' - _ � POC KET Q - ISk 15k - i_ _ _ L � j'-p• D D �� S� �c - -� - � - - - - - -- - - - O - WI4X30 � O � ; - - -- - - WIOKI� WIOxl2 ry - � - - � �- - IJ _ . _ Y'112JC35 � IOk - - - - F F - - - - -- - - - - � -� -�gn - - - - - Z -- - - - - - - - - - - _ � ` � � I� � _ � � q � \ p o � r�x�o p f r � F . � rt1 / �� F .� � I � � K I5k WI4X26 � I� . �� WI4X26 �� I X y � WI2XI9 E . I � L9� - - ; - - - - - - y?�X - - - - - - - -- - - - - -m _ � - - - � - � - _ _ - - - - -- _ -� - - - ct - - - - - - !- - -- - -- - - - - - y - - � - - - - - ? 4 - - - �- - I - - - - - 1 \\ - - - - -� � � W8X10 � POGKE7 WI4�O�i � ISk ; 4 - - - - - - - - - � � 54.1 � � 54.1 - I - - - - - - - -- - - ' - ' - - - -'- - � O O - - - ry � - - - - - - ' - - - - 4 - - ' - - - - I � I� 7 -� - - 't - '�_ �� ' � - � .C� 1� � � '� ISk � IS . � 4,- I " � -�'-D" �4'-�0�� -1,-0" ,_j_,a,,� a - - - - - - . -�-- - �� - �°-- . . - -; n n - -POGKE?P - - - - - - - �J - - - - - - -�- -. F .Y_i � i q � TS 5XSX5/Ib � � � IS ,T- 13 � _ STAIR i a�1 � uPOr�Y sa.i wioxi� _ � - -- - - - X - - - - - - - - - - - - - 6 i�, - - - - - - - - - - - - - - - - - - - -- - - - - _ - - � - - - - - -} - - - - - - - - 8�� - t - - - 4 - - � - - - - - - - - - - }- - - - - - - - - - - - - 3 -0 � I _o - 4�_� „ � I '-O�, - � -- -T 4 ; � - - � - 4 - � � � - WI4X�2 - ' _ _ _ _ _ _ 1_ _ _ _ - _ 1_ _ _ _ _ _ _ _ _ _ _- _ _ J _ _ - . ' - _ ' _" _ _' _ � � _ _ _ _ _ _ - _ _ _ � _ _ ' _ ' - _ _ _ _ _ - _ � _ _ - _ _ . ' _ . _ _ ' _ . _ _ _ _ _ �_ _ ' - __ '" - . ' -" _. . .. � .� _ _ J _ _ _ _ _ _ �_ _ _ _ _ _ _ L - _ - . � . 4 I ' '� i � � 93'-i i/2 " X �I � j i� I m � � I � i i i a - - J r TOF OF SL � � 4� �54.1 i � q I � W8X10 �� • I � I '-f� " i I '-b" � � - -+ - - - - - -+ - - - - - - - - - - - - - t - - - - - - - - - - - - - *� - - - - - - - - - - - � - - - - - - - - - - - - #� - ' - - - - - - - - - - � - - - - - ' - - - - - - - ' Ib - - - - - - � - - - t - - - - - - - - - - - - - �+ - - - � -- - - H - - - - - - - - - � _ � S �.i - r - - - - H REW�510�15: i i i i i i i I � �I I ' � � � � 50% DD 9/26/97 '��-O• DD 10/15/97 -' �� t CORE 11 /7/97 AND SHELL T � I � D L � �/ � L. F �' ,41"f INC� �' L ,�=� N �� CLE ,4R SPAN DEC1G S+-�ORIN�s REQUIREMENTS �� a � � STEEL BEAM PENETRATION SGHEDULE STEEL FRAMINCs NOTES : MARK PENETRATION SIZE CLEAR SPAN CONDITION i . Cxxx'-xx") INDIGATES TOP OF STEEL BEAM ELEVAriON 02 JoiSr SLAB /DECK TYPE BEARING ELEVATION. TOP OF 5TEEL BEAM ELEVATION SMALL � BE 93 '-0 I/2" AND 93'-b" AT DEGKS UNLE55 NOTED OTHERINISE . � q �- - - 5" m I SPAN � SPAN 3 SPAN �� 2 . SLAB ON METAL DEGK SHALL BE 5 I/2' (TOTAL DEPTH) NORMAL 1^�IGHT GONGRETE ON 3' - i8 GAGE METAL DEGK. RE� PLAN FOR � _ 3"-18 GA. METAL DEGK II '- II " 12 '-4 ' I � '-9 " NELDED WIRE FABRIG REQUIREMENTS. MININIJM GOMPOSI�TE DEGK 3 g - � ° m WITH 5 I/2 " SLAB SEGTION RECaUIREMENTS ARE AS FOLLOWS� Ix = 1 .26� IN Sx = .810 iN / _-.� 3 . XX ` INDIGATES AN UNFAGTORED SERVICF_ LOAD REAGTION OF XXx�. klps . j LJ 9" m � � 4� . �X INDIGATES NUMBER OF 9/4 " DiAMETE�' x 4 V� " HEADED ANGHpR �� ! � _ SNDS PER BEAM. 7HFRE SHALL BE A MINIMUM OF (U-PER F007 D _ 7�� x q • BEAM LEN6TH. UNLESS INDIGATED OTHERWISE BY: �� A. � INDIGATES H.A.S. DISTRIBUTED EQUALLY ABOUT rr+E � � � E F-- - - 10" x Ib" BEAMS LEN6TH. � ' U B. B--�p- AR��IGATES H , A.S. D�STRIBIITED EQUALLY �"��/ . I F � - - 10" X �$" _ �� 5. 0 INDtGATES 7UBE STEEL GOLUMN DOt^Al ON�'r. 6 . � INDIGATES TIIBE 5TEEL GOLUMN UP AND DOWN, UNLESS iT i5 p� : NOTES� REFER TO STANDARD FLOOR 6EAM PENETRATION DETAIL LABELED UP ONLY. DHtE: qL�7 ON SHEET 53.2 FOR BEAM REINFORLEMENT. "7 . �-- INDIGATES TOP OF GONGRETE SLAB ON METAL DEGK ELEVATION. _ 8. � I � INDIGATES WLL NIOMENT GONNEGTION . P1'O��CL NO: 37� A. �E INDIGATES 50 kal STRLG111FZAL STEEL BEAMS. 10. RE� SHEET 53.1 AND 53.2 FOR STEEL GONNEGTION NOTES At1D GAPAGITIES. Df8Wf1 �: �CB II . PLAGE ADDITIONAL SLAB REINFORGIN6 OF +�5 AT �'-O" X 8'-0" AT ALL 61RDERS PERPENDIUJLAR TO THE 61RDER. C�CIC�CI �: KBO , I�. � �INDIGATES A BEAM SPLIGE. BEAM SPLIGES SHALL OGGUR AT 2'-b " (TYPIGAL) FROM TNE GENTERLINE OF THE GOLUMN UNLES�.� NOTED OTHERWISE. 5PLIGE ShG� OF DISTANGE SMOULD NOT BE MO�/ED WITHOUT EN6INEERS APPROVAL. � 13. INDIGATES FLOOR SLAB PENETRATION. PENETRATION OF I '-4" X I '-4" AND SMALLER � MAY BE BLOGKED-DUT WITHOUT ADDITIONAL 9TEEL FRAMIN6. WHERE FRAMING IS NOT ,I- 1 INDIGATED, L SXSXS/�b ANGLE SFiALL BE USED AS EDGE ANGLE SPANNING BETWEEN [� ^ • � p SUPPORTS (R.E �. GENFRAL NOTES FOR GONGRETE REINFORGING REQUIREMENTS.) \ / � JL . � A C : COPYRIGHT � �r - - - - - - ------- -- - - - -- - -- � � � � � < � . . . . . -, - . � - - - - - - . - - .. .- - -- - --- - - - . . ._- . - . - � . . - . . -. -- . . . - ---- _ _ - . -=- - - --- - -. - -. � . �- � ._ . . - - -.-- - - - . : _ - - - �-�----z--,�-. .r==�-r� . . . . . . _ . . .., . . . . . - - -� - . .. . . - -_ ,_.- -- - � - - . ._. _ . . - . .. .. , . . . . . . . _ . . - . , Pierce, : ; Segerberg & - Associates � � � 4 � � � 8 q ; _ , Arch itects � P.C.-A. I .A. �,-v. ARCHITECTURE ' PI.ANNING I I 1 I INTERIORS 4 .5 � . 5 � � I2'-0" � 2'T'-0' � Z'1'-O' � i2'-0' I�'-O" � 2l'-0' � 2l'-0' � IZ'-0' I2'-0' 21'-0" � 2"I'-b" � Maln Offlce i i 1000 South Fro� ntage Road West i � i i I � � i � i Vall, Colorado 81657 Tel: 97W476-4433 I ( � 1 i Fax: 970/47b�60B i i i i i i i i � �.' . Ei I � i I � Denver Office i i 10'-0" i i i i i i � 16 V Wazee St Suite C2 i � I Denver, Colondo 80202 i Tel: 303/62}3355 i i i � i � i i Fax: 303/623-2262 I I I � i i i i i i i i 10'�., � 10' 10"� , 10" � T-0' l'-0' l'-0' l'-0• 5'-6' � I • '-6 8'-5 5/8' '-6 I, 10� '-� I/2" i i I I i i � i i � I TOP OF � , � i � E�lqg i i i c�p 25 10�'-1 I/2 " i i i i i I _ f _ 1 TOPOF I �f, � _ � _ �I T � - - - - - - - - - - - - - � - - - �,�a - - - - - - - - - - - - - - - - - - - - -- - - A A - - - - - - - - - - ---r - - - - - -� - - - - - - - - - - � e�-ss�e• - ,� - - *- - � - - I - � - r- - - --, - -� - - I I � - - � i i � - - -.- - i � � i I'-0'� ,I'-0" � i � � i � Ib 102'-"J I/2 " � I I 5�� -0. 54.1 �, ��-0. 5,�. m � i 54.1 TOP OF � � . ;p . . i - - - -_ . . - . a i 5. i i • i i 5" i � 5' �p i i g i I I N ry � � - -I - -- � - � I � - - � - � � - -- ! �i � 4 - � - - -� �� - - - � - L _ i i/ I - -L� - - � . :� c� -� - �- - - - - - �--� - - - - - ---� - -.- - - - - - o� - -� - r - - � � - - - - - - - ,� - -}- - -- +��+- - - - - - - - - - - - � - � 4 - - - - - - 2 ,-0„ +, �+ � ,� - - .r,,. - - � � . , i N wiax�b � ( we,xio re��o - f9 � �, �� -¢,.in � O f � 1 -}� i i � i i � � i i i i B - - - - - - - - - - - � - - - - � � - - - - - - - - � - - - wioxi2 � � - - � - � - - - - I2XI4 - - - - - - - - - W12XI4 - - - - �0 NIt2Xi4 wow� O - , - - - - - � - - - - - - 4 i " �L � � . l WI XI4 26 6 5/B , � � � _ � 151 �D _ .t .; . 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ON 'J' - 18 - � V' � Y rBEAM l ' AR4NITEGiUK/�L - � TRIPLE . � \ \ �� x GAGE GOMPOSITE STEEL DEGK. ; TS 4X4XI/4 � - � UP ONLY�/4 i � _ � �-F/ATOR / POGKET - -. Y1 _ J WALL (RE R STW°S AT , �0 : - - i _ r - - � r = UP ONLY " \ BEAM � m � r - - - - _ 'L � � r - - - - Z � O � 9 �_� , ; O / Q /�.RGHJ GORNERS � � � ` �. STAIRS POGKET ; � '� � - - - - --- `j �� i i p p (TYPIGAU �I O, � \, � Q TS 4X4XI/4� � ! 4 - N � _ � Zs• � �. UP ONLY �. �-� - - - .#_- - ��" � � WI8X6'I � 3'� � NIIOXI2 -T � � � � S4J pK F - - - - - - - - - - - - - - - --- - _ - -- - - - - - - - - - � wiax - - - q �� - - - �---� - - - - - - - - - T5 4X4XI/4 \ 3 g4.t 13 i �. ,�1 ' �� YVI6X91 ISk 54.1 STAIR I � F . 2 m , I � p uP or��r � Q W14X48 I , ; I ' wi2wa � , � % - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -J- - - - - - - - - - - .. -- - - -- - - � - rr - - - L�ryp- - - - - - - - � i 4 Z t - - - - - � - � ��- X - - - � - X � - -- - �1 --- - - i � - �p6E OF 5L� I m - � I � RJLLY GROUTED WI8�i0 �IE � � � � � � 34.t � II � ry �(- - . HEAC1 -: � ; - � - - - - - - - - - - - - - - - � F .{� � - - - - - � - - - - - � - �IVIUZ�REW/�C - � - - - - - - - I -- - 4- - - - - � - - - - - ' - - - - -�'- - - - - - I - �� _�=�^ -L=- ;-� - -- -� = XZ - ry POGKE� - - - - - - - - - - - -�- -. F .L'' � - ; _ - -� � � i i i i I i i i � � -� ' WIOXI� � I � _ _ _ _ _-----�_---�_-------�---=r-��_-_�-_�--- _ �_�----------=fi----------_�_---- � _ _ _ -� �� W��x, 4 � - --- `� -_---------fi-=Q _ 4 � L i''�'• � q'-a' � L � �'-e' L s'-s' � I � � . �� Y � � � � � � � I � � � io i i o i � i i i I I I � � i i --- H - - - - - - - - - - � - - - - - � - - - - - - - - - - - - - � - - - - - - - - - - - - - J-- - - - - - - - - - - - � - - - - - - - - - - - - � - - - - - - - - - - - - --J� - - - - - -� - - - - - - - - r - - - - -J- - - - - - - - - - - - - - -+- - - - - H Revisions: -- -} - - - - - 1 I I I I ! � ' , . ' I �' S0% DD 9/26/97 I 1 -O DD 10/15/97 g 8 �� CORE 11 /7/97 AND SHELL L � �/ � � � � � �41"i I 1�1 � fi� L � 1�1 `�� STEEL BEAM PENETRATION SCHEDULE GLEAR SPAN DEGK SHORING REQUfREi"1ENTS iie^ = i �-o° � STEEL FRAI"11NCs NOTES : MARiG PENETRATION SIZE GLEAR SPAN CONDITION ' SLAB/DEGK Tl'PE L (XXX'-XX'7 I�IGATES TOP OF STEEL BEAM ELEVAT�ON OR JOIST BEARING ELEVATION. TOP OF STEEL BEP.M ELEVATION SHALL � �- - g� m I SPAN 2 SPAN 3 SPAN BE 102'-b I/2" AND 10�'-2" AT DEGKS UNLE55 NOTED OTHERWISE . 2. SLAB ON METAL DEGK SNALL BE 5 I/�" (TOTAL DEPTFU NORMAL (-1 WEI6HT GONGRETE ON 3" - 18 GAGE METAL DEGK. RE: PLAN FOR � q � _ _ � ° � 3"-18 GA. METAL DEGK II '-II " 12 '-4° 12 '-9" WELDED WIRE FAHRIG REQUIREMENTS. MINIMUM GOMP05IlE DEGK l I WITH 5 I/2 " SLAB SEGTION REQUIREMENTS ARE AS FOLLOY`15� Ix = 1 .26'7 IN`} Sx = .810 IN3 �j-�. � _ 3. X ` INDIGATES AN UNFAGTORED SERVIGE LDAD REAGTION OF XXX Kipe . / � G - 9 � m � � D _ , x 9 4. � INDIGATES NUMBER OF 3/4" DIAMETER X 4 I/2" HEADED ANGHOR � � - STVDS PER BEAM. THERE SHALL BE A MiNll�-t1M OF (I)-PER FOOT / BEAM LEN6TH. UNLE55 INDIGATED OTHERiNISE BY� / � E F-- - - 10" X Ib" A. � INDIGATES XX HA.S. DISTRIBUTED Ec�UALLY ABOUT TrtE -- -- - -- -- - � - / LJ u BEAMS LEN6TH. �� B. -��--- INDIGATES XX H.A.S. DISTRIBUTED EQUALLY I F F- - - 10" x 25" BETWEEN ARROWS. t-J 5. � INDIGA'fE5 TUBE STEEL GOLUMN DONA1 ONLY . NOTES� REFER TO STANDARD FLODR BEAM PENETRATION DETAIL 6 . � IND�GATES NBE STEEL CALUMN UP AND DOWN, UNLE55 IT iS ° h� k� ON S�iEET 53.2 FOR 6EAM REINFORGEMENT. D8t2: qrc�I �7 LABELED UP ONLY. _ l. �- INDIGATES TOP OF GONGRETE SLAH ON METAL DEGK ELEVATION. 8. �I� INDIGAT'E�.� FULL MOMENT GONNEGTION. P1�0�8CI NO: 3700 q. +�E IIJ�IGATES 50 ksl STRUGTURAL STEEL BEAMS. Drawn by: 106 10. RE� SHEET 53.1 AND S32 FOR STEEL GONNEGTION NOTES AND GAPAGITIES. i � II . PLAGE ADDITIONAL SLAB REINFORGIN6 OF �5 AT �'-O" X 8'-0" AT ALL bIRDERS I c� �I; KBO PERPENDIGULAR TO YHE 61RDER. � - � I�. � � INDIGATES A BEAM SPLIGE. BEAM SPLIGES SHALL OGGUR AT 2'-b" (TYPIGAL? FROM THE GENTERLiNE OF TFiE GOLUMN UNLE59 NO7ED OTHERWISE. SPLIGE �� ISTANGE SHOULD NOT BE MO�ED WITHOVT ENGINEERS APPROVAL. 13. INDIGATES FLOOR SLAB PENETRATION. PENETRATION OF � '-4" X I '-4" AND SMALLER � MAY BE BLOGKED-0UT WITHOUT �aDDIT10NAL STEEL FRAMING. WHERE FRAM� N6 � 5 NOT ^ ^ . / � � INDIGATED, L SXSXS/Ib ANC�I_ES SHALL BE USED AS EDGE ANGLE SPANNING J 1 4 BET'WEEN SUPPORTS. (RE: GENERAL NOTES FOR GONGRETE REINFORGING REQUIREMENTS) 14. � �NDIGATES WLLY 6ROUTED 8" GMU GORE WALLS WITH �5 AT 8" VERTIGALLY AND HORIZON7AL � � JDINT REINFORGIN6 AT I '-4' . ABOVE DOOR OPENINGS PROVIDE (3)-MORIZONTAL BOND BEAMS EAGH REINFORGED WITH (2)-+�6 BARS AND EXTEND BOND BEAMS 4'-O" PAST OPENINGS INGLUGiNC � i BEING GONTIrU0U5 ARDIJND GORNERS. REFER TO SEGTIONS FOR ADDITIONAL REINFORGIN6 AT FLOOR SLABS, BEAM BEARING LOGATIONS, ETG. _ __ ( C COPYRIGFiT� � a � � , � r� � < � Pierce, Segerberg & Associates � 2 3 4 5 e -, e q , �, Arch itects P.C.-A. I .A. 222'�'" ARCHITECTURE ' PLANNING ' ' ' ' ' ' ' ' ' I NTERIORS 4 , 5 � .5 I � ' i2�-o� ' rr-o• ' rr-o� ' is�-o� i��-o• ' rr-o• ' zi�-o• ' i��-o• iz�-o. rr.o. � zr-v. � n�i� orrr� � i 1000 SaM Frontage Road Weri i � i � i i � I � Vail, Cdwado 81657 Te1: 970/476-4�33 �� - I I I I i ' I I Fax: 97W476�4608 i I 1 I 1 I I I I I I I I I I i �' Denver Office i i i i i i i i . 161��azee SL . I � I I Denver. Colorado 80202 �I � I I i Tel: 3 03/62 3 3 3 5 5 � � i i i � i ( i . Fax: 303/623-2262 I I � - i i I I � I I � I II� 11 II I i � � I I � � � I I 4 54.4 4 I 4 �� I �'-1 I/�„ �I � . . 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I eorro� _ - - 4 13'�i' II'3' ;y ; wexio ( �ruous) wBxio fco *� NUOUSJ i � x Q I I � 1 � I I I r� u , WIOxl2 ' $iUB �/ � WIOXt� _ �MN li r io I I . � �L I I = O I i i i i i i � i i I � � i i - -- - -+ - - - - - -F - - - - - - - - - - - - - + - - - - - - - - - - - - - � - - - - - - - - - - - #-- - - - - - - - - - - - - + - - - - - - -� - - - - - � - - - � - f - I - - - � - - - - - - - - - - - - - -� - -- - - H - - - - - - - , -* - - - - - - - - r - - - - H R@VISIWI3: i i i i i i i � � i , ii �-Q �� -9� I' �o�-0• � 50% DD 9/26/97 �- - - - �fi � , � �,�-O� DD 10/15/97 g � ��^ CORE 11 /7/97 AND SHELL Fz00 � � �' ,41„i f NC� �' � � i�l �' �,e��= � �-o„ ROOF FRAI"f INGs NOTES : I . (XXX'-XX') INDIGATES BOTTOM OF METAL DEGK BEARiNG ELEVATiON. �. METAL ROOF DEGK SHALL BE I I/2' INTERMEDIATE RIB, 22 GAGE WITH MINIMUM YIELD STRE55 OF 33 K51 . MINIMUM DEGK SEGTION PROPERTIES ARE A5 FOLLOWS� Ix = 0.121 IN'� Sx = O.I�I IN3 3. ❑ �NDIGATES TUBE STEEL GOLUMN DOWN ONL�' . � 4 . � INDIGATES NBE STEEL 5N8 GOLUMN. �I 5. GENERAL NOTES ARE LOGATED ON SHEET 51 .0 . / % 6. � I � INDIGATES FULL MOMENT GONNEGTION. � l. RE, SHEET 53.1 I�ND 53.2 FOR STEEL GONNEGTION NOTES AND GF�PAGITIES . 8. ALL RDOF PURLINS 1NITH SPANS LE55 THAN i0'-0" SHALL BE W8X10 UNLE55 NOTED OTHERWISE 9 . 5TU6 GOLUMNS SHI�LL BE T5 'JX9XI/4 GOLUMNS UNLESS NOTED OTHERWISE . i0. � INDIGATES NUMBER OF 3/4" DIAMETER x 4 I/2" HEADED ANGHOR I�� STUDS PER BEAM. THERE SHALL BE A MINIMUM OF (I)-PER FOOT BEAM LENGTH. UNLE55 INDIGATED OTHERWI9E BY� Date: 8/22/97 � A. � INDIG/�TES XX H.A.S. DISTRtBUTED EQU.4LLY /�.BOVT THE � BEAMS LENGTH. _ B. -�� INDIGATES xx H.A.S. DISTRIBUTED EQUALLY Project No: 3700 � BETWEEN ARR,CJV�i. Drawn by: 106 Checked by: KBO Sheet Of l p i e � �` �n � • � I � I � � � � � � � � � � � � � i � _. o � �,4.. _ � ._o. A ;`� _ _ __ (C COPYRIGHT �; a i .� � I�u � < � �� Pierce, � , 1 Segerberg & � �, �,�, �n„ TABLE A Associates i irl^ a 51NCsLE PLATE SHEAR GONNEGTIONS : AfCF11tC'CLS 5/16" PLATE . I . ALL BOLTS � A325N n A = � I/� " FOR 8" BEAMS ' . P.C.�A. I.A. � A � 2 V2' FOR H " BEAMS 3" FOR 10" AND 12" BEAMS � - 3" FOR 10" AND I� " BEAMS 3' PREFERED FOR 14' BEAMS AND LI�R6ER � ° � �� EqR pLA�TE� NUMBER MINIMUM ARCHITECfURE B� � i � 3' PREFERED FOR 14" BEAMS AND LHRGER � (U6E 4' MAX. AT THIGKEf2 FLAN6E5 ONLY). � � OF PLATE BI B2 PLANNING p� � ' , (� n�se a° MAX. AT THIGKER FLANbES ONLY). 4 BOLTS LENCsTN THIGKNESS UJELD LOAD UJEB UJEB INTERIORS '� HOLE DIAMETER FOR BOLT SIZE� � � ' \ i �, ` `'-''�E �� vP t3/Ib " FOR 3/4" m BOLTS • ` • I I/2" A (Inchae] [Inch] [inch] [klps] [�nch] [�nch] �v . _ � � OPP051TE � Q 15/16 " FOR l/8" m BOLTS � � - - - RE � PLAN � S�DE h� 1 I /Ib " FOR I " m BOLTS i - g• (�-yp�G,�,� C�)-3/4"m 6 1/4 3/16 0.20 B/Ib I/4 . P r�, r�.w - i �n° n+�i� orn� SPEGIAL GONDITION ry ' C�)-9/4"ro 4 I/4 9/Ib i6.30 3/ib I/4 10005ou�h fronta�e Road Weri REG7UiRED IF THIS - Vafl, Cobndo81657 12 DIMENSION IS LE55 THAN � (4)-3/4"m I� i/4 3/Ib 26.10 3/16 I/4 Te1: 970/476-4433 BI WEB I /2 GARRIED BEAM � ' �EPTH. ALTERNATE - I I�" \•� B� � I� BI WEH , , \ BI �B (5)-3/4"m 15 I/4 �8/Ib 3b.30 3/Ib I/4 fa7C97Q476i60B REMOVE BOTTOM FLANGE AND EXTEND 5F�AR PLATE . 3" l6J-3/4"m 18 I/4 9/Ib 46.30 3/Ib I/4 DOWN. SEE NOTE K� HOL.E DIAI-€TER FOR BOLT 51ZE, i2 13/I6 " FOR 3/4" m BOLTS a• \r� 5� TABLE FOR ('�J-3/4"m 21 I/4 3/Ib 54.Z') 3/Ib I/4 �� B2 WEB ��'�W B2 WEB IS/Ib" FOR �/8" m BOLTS NELD SIZE � g� 7yy� �, TOP FLAN6E WELDS I I/Ib" FOR I " m BOLTS py��S, • • C2)-"7/b"m 6 i/4 1/4 II .10 I/4 5/I6 �� Z RE� PLAN � I/2" Denver, Colorado 80202 NNST BE MHDE � g� y� (3)-'1/9"m 9 I/4 I/4 �2.10 I/4 5/Ib 7'�; ��};;55 HOLE DIM�7ER FOR BOL7 SiZE� \ I . FOR SHEAR PLATE THIGKNEr-f� AND WELD 512ES SEE TABLE. Fatt: 303/623-2262 13/16 " FOR 3/4" m BOLTS � 5/Ib" PLATE ` �� HOLE DIA.h�TER FOR BOLT 51ZE� 5/Ib" PLATE �, � (4)-l/8"m 12 1/4 1/4 35.40 1/4 5/Ib I/4 13/16 ' FOR 3/4" m SOLTS � �. FOR BE.^MS WITH 1^�BS LE55 THAN THE MINIMIMS � Y�tld FOR BI ANp 62, 15/16" FOR �/8" m BOLTS 15/ib" FOR '1/6" m BOLTS MULTIpLY LOADS IN TABI� BY RATIO OF AGTUAL N� THIGKNC55 DIVIDED BY (5)-"1/8°m 15 I/4 I/4 44.90 I/4 5/Ib I I/Ib " FOR I " m BOLTS �c . I I/16" FOR 1 " 9 90LT5 � THE MINIMUM WEB TMIGKNE95 INDiGATED IN TABLE A. (b)-"7/8"m 18 �/4 I/4 53.80 �/4 5/�6 I . FOR SUPf'ORTED BEAM WEBS LE55 THAN 3/16 " MULTIPLY �.LLOWABLE LOADS � i� � � j � _ _ _ _ I V� ' gY Y� THI - N SPEUHL GONDiT�ON i � ��'�^ hJ-7/D m �I I/4 I/4 62b0 I/4 5/Ib 3/16 ' REQUIRED IF THIS ' RE� PLAk (2)-1/8"m 6 5/I6 I/4 II .10 5/I6 5/16 �= SPEGIAL GOND�TION �, FOR BEAM ABOVE 5UPPORTIN6 MEMBER, GhtEGK NET SEGTION OF REMAININb DIMENSION IS LE�.�S � m � DES�6N A55UMPTIONS AND LIMITATIONS� y ' i REQUIRED IF THIS WEg FOR SHEI.R. PLATE MAY BE RE(�U�RED ON THE OPPOSITE SIDE OF THE � + � / DIMENSiON IS LE55 THAN I /� GARRIED - (3)-'1/D m q 5/Ib I/4 �� .10 5/I6 5/I6 ' 7HAN I/� GARRIED �"�EB. gEqpq pEp{H. �7�p�_ i . BEAMS AND 5HEAR PLATES � A36, BOLTS = A325N, WELDS : E�OXX. REMpVE gpTTpM FLAtY�E (4)-1/8"m 1� 5/Ib I/4 35.40 5/I6 5/I6 W i \ �'� �TM' 'a"�w`� AND EXTEND SHEAR � �. MAXIMUM HORIZONTAL SPAGIN6 TO BOLT GENTERLINE � 3°. " � �� '�� PLATE DOWN (5)-l/9'm IS 5/Ib I/4 49.10 5/Ib 5/I6 .,- � �\ PA�� SHEAR 2 ° � �n" 'J. VERTIGAL PITGH : GENTERLINE OF BOLT TO GENTERLINE OF BOLT = 3' � SNEAR PLATE CONNECTION O C5INGLE BOLT RONU. (6I-�/8°ro �e sne �ia bs .�o 5/Ib 5/ib A = 2 I/�" FOR 8" BEAMS i A = 2 I/2" FOR 8" BEAMS 3" FOR 10" AND 12 " BEAMS AT BEAM OR CzIRDER A - 2 3" FOR 10" AND 12 " BEAMS 4. MI.XIMlR4 PLATE THIGKNE55 < I/2". (`7)-"1/p"m 2� 5A6 I/4 "16.40 5/I6 5/Ib 3' PREFERED ROR 14" BEAMS AND LAR6ER 2 " I I/�" 3" PREFERED FOR 14' BEAMS At� LARGER (U6E 4' MAX. AT THIGKER FLAN6E5 ONLY). (L5E 4" MAX. AT THIGKEI2 FLANGES ONLY). 5. MAXIMUM L/d 2 36. (2J-1 'm 6 I/4 3/Ib 14.50 I/4 I/4 FLANGE WELDS FLAN6E WELDS NOTES. �4� MUST BE MADE ��S• �� - �� N0.15T BE MApE b. SHORT HORIZONTAL SLOTS ARE Fl/LLY TIGHTENED OR SNW TIGHT. (3)-1 "m 9 5/Ib 1/4 26.90 5/Ib 5/Ib 1 . FOR SUPPORTED BEAM WEBS LESS THAN 3/16" MULTIPLY ALLOWABLE LOADS I . FOR 5UPPORTED BEAM WEB5 LE55 THAN 3/16" MULTIPLY ALLOWABLE LO/�.DS '7. SINGLE PLATE SHEI�R GAPAGIT�ES LISTED IN THE TABLE ARE ApJUSTED (4)-i "m 12 3/8 5/Ib 46 .40 3/8 3/8 BY WEB THIGKNES�� BY pYE;@�KNr-�� POR BLOGK SHEAR BA5ED ON /e MAXiNM11M TOP FLANGE GOPE OF I 3/4" 3/I6 " 3/Ib AND A GORRESPONDiNG VERTIGAL EDGE DISTANGE OF � V4 ". (51-� "m t5 "1/16 9/6 64.40 "1/Ib 7/Ib �. FOR 6EAM ABOVE SUPPORTING MEMBER, GHEGK NET SEGTION OF REMAINING 8. PROVIDE HORIZONTAL 5LOT5 IN SHEAR PLA7E, NOT IN WEB. (b)-I "m 18 '1/I6 9/8 82 .20 "1/16 "I/Ib INEB FOR SHEI.R. PLATE MAY BE REQUIRED ON THE OPPOSITE SIDE OF THE WEB. Ci)-1 "m �I 'i/Ib 3/C 100.00 1/16 1/Ib SHEAR PLATE DESICsN GONNEGTION A _ � SI-IEAR PLATE DESICsN GONNEGTION A _ 3 EMB D PLATE N CONGREI ENIUALL '�' - � AT NIP OR vALLEY GONDITIONS AT +-{ IP OR RIDC= E GONDITIONS , ^ V J � r � O .� r- - SPEGiAL GONDITION REGIUIRED WELD 3 SIDES HpLE DIAMETER FOR BOLT 912E� IF THiS DIMENSION iS LESS THAN � �� - ' � �� TYPIGAL 13/16 " FOR 3/4" m BOLTS ONE HALF GARRIED BEAM DEPTH. TMpiG3�51DE5 ��_ _� ./ � , I/4 A1..TERNATE - REMOVE BOTTOM ,--5/Ib" PLATE i I/41i . . IS/Ib� FDOR �BRm BOLS IS/Ib' FOR 'I/b' m BOLTS FLAN6E /�.ND EXTEND SFiEAR � � '' � � SIZE : I I/16 ' FOR I " m BOLTS ' � �\ PLATE DOWN ° 1'J/�b ' FOR 9/4 ' m BpLTS, A = � I/2' FOR 8" BEAMS . 3" FOR 10" AND 12" BEAMS \ , �. • I I/Ib FOR t m BOLTS O �- B� Y`�B i .��' 3" PR�pFD FOR 14" BEAMS AND LARC�ER � • � � (U5E 4" MAX. /�.T THIGKER FLANbES ONLYJ. � J i i � I� i i ' O m � , �� 'ry � �. P � RE� PLAN ( � RE� PLM! � Z . V _ � D � ♦ � � ` P � � � � 7� A = 2 I/2" FOR 8" BEAMS J 12 A = 2 I/2" FOR B" BEAMS j � � 3" FOR i0" AND i � ' BEAM� � � 3" FOR 10" AND I�" BEAMS � �n� ° 3° FREFERED FOR 14' BEAMS nND LAR6ER 3" PREFERED FOR 14' BEAMS M!D LAREaER N5E 4' MAX. AT TNIGKER FLANGES ONLY). � \ (U�,�E 4" MAX. AT THIGKER FLANGES ONLY). B� WEB TOP FLANGE OF TOP FLANGE �ORT BEAM OF SUPPORT / B� W� BEAM Q c� - - B2 WEB � _ �� i i /2 " � I I /�" � 3,. 3 " (TYPIGAL) TOP FL�NGE YVELDS � NO7ES� L�2�.i - - I I/2 ' MUST BE MADE >I/4 HOLE DIM�THt FOR 80LT 51ZE� I I/2 " � � , 13/Ib" FOR 3/4" m BOLTS � , � y��pppR�Fp gEAM y�Egg �E� ��_ __ ___ _ �.�pRiZONrP.� S�ors 1 . FOR SUPPORTED HpRIZONTAL SLOTS 15/I6 " FOR 1/8" m BOLTS TF1AN 3/I6 " MULTiPLY ALLOWABLE � � " KOTES, I I/I6" FOR I " m BOLTS iN 5/ib" BENT PLATE BEAM WEBS LE55 THAN � " �" IN 5/Ib" BENT PLATE LOADS BY WEB THIGKNESS - 3/I6 " MULTIPLY ALLOWABLE 3/I6" LOADS BY WEB THIGKNE55 I . FOR SUPPORTED BEAM WEBS LESS THAN 3/16' MULTIPLY ALLOWABLE LOAD`' 3/Ib° BY FB TNL HIGKt.LFu 3/ib " �E BEAI°'i GONNECEION TO A _ 5 SHEAR PLATE GONNEGTION AT A _ 6 SF-IEAR PLATE DESIGsN GONNEGTION AT �;1 RIDCsE AND HIP LINE CONGRETE WALL UJITH SKEUIED BEAi"f � '< �� , ? TABLE B TABLE C �y � ' � BEAM/STRUCTURAL TUBE COLUi"iN GONNECTIONS : NOTES : ,y` � y� -- NOTE ' STEEL BEAM / SQUARE TUBE GOLUMN STEEL BEAM / SQUARE TUBE GOLUMN (SHEAR TP,B AND SINGLE ANGLE CANNEGTIONS) I . FOR TS SX5 USE VALUES FOR TS bXb OF SAME WALL THIGKNE55. FoR SHEAR Tne AT as° � I/4" �F AT GOLUI-1N GOf31�R, , GONNEGTION USINCs lUT SEGTIONS GONNEGTION USINCs lUT SECTIONS � �n DESIGN GONNEGTION LOADS COLUMN BEAM MINIMUM MINIMUM ALLDUTABLE 2. FOR TS lXl USE VALUES FOR TS bX8 OF SAME WALL THIGKNE55. FoR rnei.F •n• �olwir� 2 in" ' oNt r ! 3/4"m A 3�5-N 80LT5 3/4'm A .923-N BOLTS rj � ZE CJ � ZECJ PLAT� w� � [� L0� HOR120NTAL % i 5/Ib" .-� rEE wELD NUMBER rEE wELD NUMBER 3. THE LOADS SHOt^d�l REPRESENT THE LOAD GAPAGITY OF THE TUBE gF�oRT SLOTS I i /4� 51ZE SIZE OF BOLTS LO.hD GOLUMN 51ZE SIZE 51ZE OF BOLTS LOAD GOLUMN SIZE THIGKNESS SIZE [klps) GOLUMN. REFER TO TABLE A FOR THE LOAD GAPAGITY OF THE I i /4 " ,. � � � T5 4X4x1/4 b-lo I/4" 3/i6• 8.2ok BEAMS. USE THE LESSER VALUE. WT Sxq.S 3/8 " � H.� K 4 ' 4 WT SX9 .5 3/8 " � 8.� K 5"• TS 4X4X5/16 I�-14 S/16" I/4" 20.00k � wT 5x9.5 I/4" 3 i6.4 K a " m wT 5x9.5 i/4" 3 16 .4 K 5"9 TS 4X4X3/8 16-21 5/16' I/4• a�.00k Revisions: . TS 6X6XI/4 a-io � va" 3/16• s.00k - � - CORE & SHELL 11 /07/95 WT SX9 .5 I/4" 4 26 .3 K 4 " 0 WT SX9.5 I/4" 4 �6.9 K 5"• i � TS bXbXri/Ib 8-10 I/4" 8/16' 8 'SOk i i i i WT 5xq.5 3/ib" S 363 K 4` a l^IT SXqS 3/16" 5 36.3 K 5"• TS bX6X3/8 12-14 5/Ib' I/4" �1 .80k i ' _ _ _ _ . _ � T5 8X9XI/4 8-10 I/4' 3/Ib' 4.00k � - � - � - - - - - � 3 � SBO C N nr WT Sx�i.5 3/Ib " 6 46 .3 K 4" P WT SX9 .5 3/Ib " 6 46 .3 K 5"m 7'S g�(g�j/Ib 8-10 I/4" 3/16' b.�Ok i � i � wT SX9S 3/16 " � 56 .3 K 4' � WT Sx9 .5 3/I6 " "7 56.3 K 5" 0 T5 BXbX3/b I�-14 I/4• 3/Ib' 16AOk i � WT 5x11 �/Ib " 2 8.2 K b " 4 WT SXti l/ib" 2 B.� K "1' � 3/4",l/8", AND I ' A3�SN, ;iNU6 TIC�NT WT SXII 5/Ib" 3 16.4 K b `� WT Sl(II 5/I6" 3 16.4 K "1'• FH 5/Ib" X 5", h10RIZONTAL SHORT SLOTS, GA6E _ � I /2", WELD SIZE i /4 ^ FiLLEi STANDARD HOLES IN BEAM, MINIMUM END DISTANGE I I/� " l ' wr sw � v4° 4 �6 .'3 K b •o wr �x� � va�� a �g.� K � •+ SINGsLE BEAM S+-IEAR PLATE / � . G - 1 ) WT 5XI1 I/4 " 5 36 .3 K 6 " 4 WT SXII I/4 " 5 36.3 K '1' P TuBE C � LUMN G�NT� GT � �� ' NO SGALE - wT 3XI1 I/4" 6 46 .'$ K b "t WT 5xll I/4 " 6 46.3 K '7' � WT 5XI1 I /4" -I 56 .3 K 6 " P WT 5XI1 I/4 " "7 Sb.3 K 'I' 0 ��- �T 5xib .5 3/H" 2 B.�K 8" a � WT Sw6 .5 5/ib" 3 16.4 K 8" • WT 5XI6 .5 I/4" 4 26 .3K 8" 4 WT SXI6 .5 I/4 " 5 36.3K b" W WT SX16.5 3/I6" 6 46.3K H" �P Date: 8/22/97 WT SXI6.5 3/I6" � 56.3K B"m Project No: 3700 ; Drawn by: )CB < Checked by: KBO � Sheet Of s y 0 � S3 . 1 � � a A ; �� : C COPYRIGHT � - --- � ----- - - ------- - -- - -- -- - ---- --- - - - - - - ------ - - �. TABLE E ; Pierce, : DOUBLE ANCzLE BEAM/BEAM CONNEGTIONS : ERECTION NOTE : r��-sie" BENT STEEL �e , SAS OC d e & �� I . 9/4" m A325N BOLTS. �D 3EREGT�ED TFIRUG7W0 ExLITRA f+OLES P BO7TOM FOFSSl1PPORTING D WHORiZONTAL�0 SIN i ' 3' FOR 10" AND 12" BEAMS �; i _ _ _ A = 2 I /2 " FOR 8 " BEAMS S2. 5/16" THIGK AN6LE LEN6TH > DEPTWI, SHORT SLOT5, .�I`K16 TI6HT. 3' PREFERED FpR 14" BEAMS AND LARGER } �.}� . � 3. TOP FLANGE GOPE = I 3/4' M.V(IMUM, I I/4" MININUM EDGE DISTANGE. 6EAM WEB A5 A TEMPORARY EREGTION GONNEGTION ONLY. ADD � (�� 4' MAX. AT THIGKER FLANGEB ONLY). ArC� IIeI.W 'r ADDI710NAL BOLT5 AT FRAMED CANNEGTION IMMEDIATELY AFTER SEGOND TUBE STEEL GOLUMN ',+,� 4. FOR TOP AND BOTTOM FLAN6E GOPES, INGREASE WEB THIGKNE55 BY BEAM IS IN PL/�.GE. EREGTOR P.ND STEEL FABRIGATOR TO CAORDINATE A �" � RE � PLAN HOLE DI/oMETER FOR BOLT SIZE� ' 15A5 OR REDUGE LOAD5 BY MULTIPLYING BY 0.8"1. WITH GONTRAGTOR AND EAGH OTNER. � P.C.-A. I .A. ' 3" 13/16 " FOR 3/4 " m BOLTS �;c, � 6. STANDARD HOLES INI EAM WEB - 3" VERTIGAL PITGH. ' ' � � , • ' • � � •' • � � 3,1 • 2N - � I/4' HORIZONT�AL 5LOT5�� j - - C2)-L4x3x3/8 ��RND�RE � r�,. / - - ` \ EMBEDDED � 3��2- i A � 2 V2 " FOR 8" BEAMS � 3" FOR 10" AND 12 " BEAMS � q I NO. OF BEAM ANCsLE 3/4 " � BOLT L 4X3X5/16 BEAM WEB THIGKNESS FOR A3 �o BEAI"(S [rwn] �LD PLATE I 3/4^ � i ��p^� i�K�^� ��R J � r� - - � � �,�, F�� o�dw�u BOLTS SIZE LENGTH GAPACITY CAPAGITY �� e � $ � Q � � - vau, co�laa�oa� es� 0.1� 02 (d m23 025 m21 m30 0315 035 038 m.4(d 0.43 0.46 �� _ _ WITH H012IZONTAL i10LE DIMIETER FOR BOLT 512E� Te1: 970/47b4433 I . 5EE TABLE E FOR 5�4pRT SLOTS I i 13/Ib" POR 3/4" m BOLTS � Q � ' ' Fax: 970/476-4606 2 8-12 6` 3"f.lk 42.Ik 13.Ik 15.4k I'fbk IQ3k 20.8k 23.Ik 24.3k 2�.Ok 29.3k 30.9k 33�k 355k ALLOWA81_E LOADS � i . 3 12-16 9" 55."lk 65.9k 19Sk 23.Ok 26.4k 28.1k 31 .Ok 34Sk 36.2k 40.2k 43."Ik 4G.Ok 49.4k 5�.9k NOlE� � �� , , "N" BOLTS AT � . 5EE TABI_E E FOR , 4 16-74 I '-0' '14.�k B9."ik 26.Ok 30.bk 35.2k 3L.2k 41.3k 45.9k 48.�k 535k 5B.�k 613ic 65.8k 10.3k AT TOP AND � ' - 3" SPAGING ' ALLOWABLE LOADS </g S� pK Denver0(flce BOTTOM 5/Ib" - - - a I/4 "� \ 1617 Wazee 51. 5 Ib-30 I '-9' 92.8k 114Ak 3�.4k 38.�k 43.9k 4'1.'1k 515k Sl.3k bO.lk bbbk 125k 16.4k B2.Ik 8"1.8k (TYPIGIeL) �y �� 6 21-44 I '-6" I I I.Ok 13"I.Ok 38.9k 45.Bk 52.bk 5"I.�k 61.8ic 68.'ik l2.lk 80.Ik BIAk 916k 98.4k 105.3k � ��, �� 2 Tel: 303/623-3355 NO rE : Fax: 303/623-2262 � 24-44 I '-9" 130.Ok Ibl .Ok 45.5k 53bk 61 .6k 6'IAk 1�3k 80.4k B4.4k 93.8k 101 .8k 10"1.2k II5.2k 1232k � . SEE TABLE E FOR ALLOWABLE LOADS 8 2'7-44 �'-0" 148.Ok 185.Ok 52Ak 61.21c '10.3k "IbSk 82bk 91.Bk 96.4k IOl.lk ilb.�k i2�.4k 131Bk 140."Ik _ _ _ _ _ _ _ _ _ _ _ _ _ _ i SLOTTED DOUBLE ANCsLE GONNEGTION TO Ei"fBEDDED PLATE DOUBLE PLATE TO GOLUi"iN CONNEGTION DOUBLE ANCsLE BEAM TO BEAM CONNEGTION E - I E - 2 TABLE F SINC�LE ANCsLE BEAM/BEAM CONNECTIONS : � . 3/4" m A3�SN BOLTS, I/4" OR 5/Ib " WELDS. �. ANGLE5 BAGK TO BAGK AND 5UPPORTIN6 BEAM NEBS LE55 THAN V2' I (?�-L4X3X3/8 WITH -� � 3/4" m BOLTS IN �� W74XI4 WITN -- - NO. BEAM ATJCsLE CONNECTION ALLOIUABLE BEAM WEB TI-IICKNESS FOR A3ro BEAMS [n�n] 5��NTAL SHORT i s� Z�LT5 �Shi�ORT i �1JBE STEEL GOLUMN SLOTS �� BOLTS 51ZE LENCsTH GAPACITY LOAD 0.i1 020 023 025 02 � 0.30 0315 m35 038 m.4m m.43 0.46 i i 2 „ � � '�' �-^N TUBE STEEL GOLUMN � i A i RE � PLAN (]a-3/4" 8-12 5 I/2" 8.84k 15bOk 5.2k b.lk l.Ok '1.Bk 8.3k 8.84k 8.B4k B.84k 8.84k b.84k 8.84k 8.84k 3� _ � � i i 3�� 3" f!)-3/4` 12-19 8 1/�" 1�.39k 26.�Ok 8.9k 10.4k 12Ak 13.Ik 14.Ik 15.�k 1831c I"1.39 I'1.89k n3�ik I'1.39k I'1.'J4k I 1/2" - ��4" 3" �" .. 2 �. - -_ - �_ i�4" _ (4)-3/4" IB-24 II I/2' 21.34k 3B.00k IZ.'lk 14.9k I�.Ik 18.bk 20.Ik 22.3k 2J.5k �6.Ik 21.34k 21.34k 2134K �1.34k � 3{4' i � (573/4' 19-30 1'-2 I/�' 3'1.39k 48.80k 16SIC i9.lk 2�Ak 29.9k 25bk 29.1k 30.2k 'JO.Sk 96.3k 31.39 31.99k 31.39k I I � 3� � i A a � Ir1' FOR 8' BEAMS � �/ i A = � I/2 " FOR 8" BEAMS (b)-3/4" 21-44 I'-5 I/�' 4"1.43k SA20k 19.'Ik 23.2k 26.1k 29.Ok 31.3k 34.9k 36bk 40bk 44.Ik 46.4 41.43k 4"7.43k 3" FOR 10" AND 12" BEAMS I I/ " � i 3" FOR 10" AND 12" BEAMS 3" PREFERED FOR 14" BEAMS AND LARbER � �' PREFERED FOR 14" BEAMS AND LAR6ER ('7)$/4' 2444 I '-O I/2' S1.88k 6A.lOk 23,Ok 2"I.Ik 31.2k 39.Qk ',lb.bk 40bk 4�.'1k 4'1.4k SI.4k S4.2k 51.39k 51.38k N`.�E 4" MAX. AT THIGKER FLNNGES ONLY). � N6E 4' MAX. AT THIGKER FLANGES ONL�') . (8)3/4" �1-44 I '- II I/2' � � 13 Ib DFDµR 3 4�� BOLTS� � HOLE DIAFETER FOR BOLT SIZE� � 13/Ib " FOR 3/4' m BOLTS � _ _ _ _ _ _ _ _ _ _ _ _ _ � NOTE� � � I # _ _ _ _ _ _ _ _ _ _ _ _ _ � I . 5EE TABLE E FOR NOrE � � ry ALLOINABLE LOADS I . SEE TABLE F FOR NUMBER BEAM ANGLE 3/4"N ALLOWABLE � /�LLOWABLE LOADS OF BOLTS SIZES LENGTH LOAD, KIPS (V � 2. FOR 5'TRI/GTURAL TUBES � O 2 8- 10 6" H.H4 I LAR6ER THAN 6' � USE - - - - WT 4x20 Q 3 I�- 14 9' 1739 -.. - � � 4 ib-2i i �-o° ��.�a Q pOUBLE ANCsLE TO COLUMN GONNEGTION lUT TO GOLUMN GONNECTION 5 19-�7 I '-3" 3� 39 FIDRIZONTAL - � � � (SEE GUT TABLES) 6 �I-30 I '-b" 41.43 SFIORT SLOTS J F � $ E - 4 � J ' "1 �4-36 I '-9 " 5"138 i ¢ a� O , ? m A 3/4 "m A325N, SN1Es TIbHT - i - - ( � L4X3K'J/8, HORIZONTAL 51-102T SLOTS, GAGE = 2 � I/Ib" A'JG, I/4" FILLET NELD E-IOXX _ _ � `/ STAImARD HOLES IN BEAM, MIN. END DISTANGE I I/2 ", VERTIGAL PITGH = 3" � I 3/4" MAX. VERTIGAL TOP FLANGE GOPE - VERTIGAL EDGE DISTANGE = I I/4" � HOR120NTAL SLOTS IN ANGLE ONLY. MININNM WEB THIGKNE55 3" RET AT TOP �J ` OF SUPPORTED MEMBER � O. I6" ANGLE LENGTH > T/� 5�16� AND HOrrOM � � ANGLES SHOULD NOT BE PLAGED BAGK TO BAGK IF PLAGED BAGK TO BAGK - SEE SIN6LE ANGLE LOAD REDUGTION A = � I/2' FOR 8" BEAMS GHART OR REDUGE ALLOWABLE LOADr BY RATIO OF SUPPORTIN6 3° FOR 10' AND 12 " BEAMS � > BEAM l^�B THIGKNESS DIVIDED BY 0.5� " 3' �EPERED FOR 14' BEAMS .�ND LARGER , (TABLE F) N�iE 4 MAX. AT THIGKER FLAN6E5 ONLY), MOLE DIM4ETFR FOR BOL7 SIZE : � SINGLE ANCsLE GONNECTIONS 13/16" FOR 3/4"m BOLTS ' � I/2" f'REFERED � NSE 2 9/4' MAXIMUM) . P�zo �� e o.vD� noNU - �► rx� , PLAN STEEL BEAM IUEB PENETRATIONS IUNREINFORGED ) •3 X 4'-O" AT 9 " �\ �---� TO GENTER OF � GENTERED IN SLAB, GU IDEI INES FOR F IRE SPR INKLER PENETRAT IONS IN FLOOR BEMS AT LEVELS GENTERED ABOVE \ BEAM 5PAN I �-ROOF BEAM 2 � 3 , ANp 4 , MID ROOF BEMIS . PENETRATION TYPIGAL AT RE � PLAN ' PROVIDE /eDDITIOWhL pp�N�� 5/Ib , STEEL LINTEL SCI-IEDULE � 3/4" m H.I..S. AT 6' � I I/2" METAL DESIGNS BASED ON FOLLOWING IINITAT10N5 LEVEL il'PIGAL AT �' TOWARDS BEAM GENTER T'�'F'IG/lL AT� /� RppF DEGK ANp INDUSTRY ASSUAPT IONS: i OPENING 3/Ib TOP OF ENp�' � �i/Ib SPAN ANGLE SIZE BEARING LENGTH TYPIGAL 9/4" m HA.S. STEEL 1 , MAXIhUAi PENETRATION SIZE = 4 � � IMIETER EAGH END Tl'PIGAL AT , E�ypS 3�16 �, � � /�T 1 '-0" (TYPIGhL) 2 . EOGES OF HOLES TO BE CI.EAN CUT WITH NO RWGH EDGES ; L� - LE55 THAN �'-O" L 4X4XIr1 B" - � � 3 . CENTERLINE OF OPENINCS WST BE LOCATED AT MID - DEPTH OF STEEL BEANS r?E � PLAN - � Y ■ * ' ' x � x ■ �i � � � VHERE THIS LOCATION IS NOT POSSIBLE , 1HE CEN7ERLINE OF THE OPENiNG Z � M�r 8E LOCnTm n80vE OR BELOW THE 8EM1 � iD - DEPTN BY TNE "7'-0" TO 10'-O" L bx4X3/B 6" � W � � .� � Q NAX IAUM D IMENS ION L ISTED BELONt H J VARIES J Q � F i ExTEND STIFF TO a -- - - - � �- BEAN SIZE W10 W12 Wi ♦ W18 W18 WLt Z � � � � 0 EDGE OF BEAM � �' �'� w � < ALLOWABLE ECCENTR IC ITY 1 1 /2 ' 2 ' 2 1 /2 ' 3� 4 ' 4 ' VARIES - - - --__ J < � E FLANGE, TYPIGAL EXTEND STIFF TO � a - - �--- -- - - � W � H EDGE OF BEAM w RE � LAN a � � i 4 . NO OPEN �NGS SMAII BE PLACED C�OSER TH�N � DiSTANCE EQUAL TO THE BEMI Revisions: F� ANGE, TYPIGAL � - DEPTH FROM ANY SUPPORT TO THE FACE OF THE OPEN ING OR FACE OF OPEN ING TO FACE OF OPENING OR FRON ANY BEAM CONNECTiON OR COLUAN ABOVE . I '-O" NOTE: CONTACT STRUCTURAL ENG INEER TO REWEST ANY DEV IAT ION FRp/ M!Y OF THE CORE & SHELL 11 /07/95 EXTERIOR WALL METAL STUD SCHEDULE � c.�or�iri,cr srRUCnirzo.� s�e" THIGK HORIZONTAL. � � IYPIGA �\ I.ND VERTIGAL STEEL A80VE REIXIIRENENTS MID /OR IF MIY ADDITIONAL PENETRATIONS ARE REOUIRED . � EN6INEER TO REQUEST NO7E � � �� ANY DEVIATION F}20M REINFORGING PLATE5 AT FLOOR LEVEL WALL TYPE STUDS AND SPAGING WINDOW AND DOOR OPENING FRAMING GONTAGT STRLGTURAL i/�" THIGK HORIZONTAL TMESE REqU�REMENTS EAGH FAGE, (4)-SIDES TYPIGAL AND VERTIGAL STEEL � OF NL.L BEAM PENETA.ATIONS ENGINEER TO REQUEST AND/OR IF ANY ADDITIONAL ANY DEVIATION FROM REtNFORGING PLATES AT PENETRATIDNS ARE NEEDED. WEST SIDE 64'-6 " - �4'-O" 6 " - 18 6A6E AT � '-O" THESE REQUIREMENTS EAGH FAGE, (4)-SIDES ROOF BEAM BASEMENT AND/OR IF AM' ADDITIONAL OF ALL BEAM PENETRATiONS STANDARD ROOF �' PLAN LEVEL PENETRATIONS ARE NEEDED- FLOOR BEAM BEAi`1 RECTANC�ULAR RE � PLAN PENETRATION DETAIL I LEVEL I 1�'-0" OR 6 " - IB GAC�E AT � '-O " ��'ENING � TO 14'-O" - H4 '-O' _< 6'-O"� DOUBLE STVD, NO BOX BEAM HEADER REGiUIRED LEVEL 2 6 '-0` TO 10'-O" � TRIPLE 51UD, WITH DOUBLE STUD BOX STANDARD FLOOR BEAM BEAM HEADER REQUIRED PENETRATION DETAIL 10'-0" TO I5'-0" 7RIPLE STUD WITH QUADRUPLE STIJD BOX BEAM HEADER REOUIRED LEVEL 2 OPENIN6� TO 84�-0" - 99'-b" b " - IH GA6E AT 2'-O" � b'-O " � DOUBLE STUD, NO BOX BEAM HEADER REQUIRED NOTES: BEAM PENETRATIONS SHALL BE A MINIhX/M OF LEVEL 3 6'-O' TO 10'-O' � TRIPLE STUD, INITH DOUBLE STUD BOX � '-O" GLEAR FROM END OF BEAM, BEAM FRAMING .. BEAM HEADER REQUIRED GONNEGTIONS, AND GOLUMIVr UP OR DOWM. , OPENI N6. � � LEVEL 3 r Tp 93'-6" - 103'-O" 6 ' - i9 GAGE AT � '-0" � b '-O' : DOUBLE STUD, NO BOX BEAM HEADER REQUIRED /// LEVEL 4 6'-O" TO 10'-0' � TRIPLE STUD, WITH DOUBLE STUD BOX J I ; I /4 " t BEAM HEADER REG7UIRED \ j� i J�T� I ;- -- BENT F�! 3/�b" I - - BENr F� 3/�6 " I � I � OPEN I kG � ' ' ,. LEVEL 3/4 3/Ib "V�- �� ..' ' � TO 103'-O" - RODF b" - IH 6AGE AT I '-4" � 6 '-O' � DOUBLE 57UD, ND BOX BEAM kEADER REQUIRED \ R�F 6 '-O' TO 10'-O" � TRIPLE STUD, WITH DOUBLE STUD BOX � � \� BEAM HEADER REC�UIRED i � � � � � NOTES: �� I . METAL STl1D AND TRAGK PROPERTIES '; AT RIDGsE OR " HIP " AT SINCsLE EXTENDED Date: 8/22/97 b" - iB GAUGE STUD SMIN = .rr� �N � CONDITIONS PLATES „ IMIN = �.316 IN4 ��„ ��„ Project No: 3700 ` �. AGGE� RIES - PROVIDE ALL AC.GEr�50RIE5 INGLUDING HUT NOT NEGE55ARILY LIMITEp TO, TRAGKS, le 3/16 " " 5LIP5, WEB STIFFENERS, ANGHORS, FASTENING AEVIGES, RESILIENT GLIPS, AND OTH�R AGGESSORIES 2-I� � REQUIRED FOR A GOMPLETE �.ND PROPER INSTALLATION, AND /�.5 GOMMENDED BY THE MANUFAGTURER i v Drawn by: JCB i FOR THE STEEL MEMBERS USED. TYP�G !� 3/Ib " 4 2-I� ' 3. FASTENING OP GOMPONENTS SHALL BE WITH SELF-DRILLING SGREY�LS OR WELDING, SGREWS OR WELDS C�CICCd �: KBO SHALL BE OF SUFFIGtENT S�ZE 70 INSURE THE STREN6TFf OF THE GONNEGTION. ALL WELDS OF 6ALVANIZED STEEL SFiALL BE TOUGHED UP WITH A ZING-RIGH PAINT. ALL WELDS OF GARBON SHEET I � STEEL 5HALL BE 70UGFiED-�/P WITti PAINT. AT " vALLE �" " �� 4, A 6" - 18 6AGE TRAGK (GONTIW10U5J SHALL BE TTiE MINIMUM HEADER AT ALL OPENIN65. GONDITIONS i � � � PLATES ARE 51iOP WELDED TO BEAM5 WHEREVER POS� IBLE J � • L� � � TYPIGAL ROOF p � GK SUPPORT PLATES � ,� �n NO SGALE 'I a �" � � �: C COPYRIGHT Pierce, � _ RE � PLAN L LSx5X5/I6 BENT 1/2' STIFFENER 6 �� , �; :. 5" 5" � PLATE ED6E r— ,�,,� _ Seger rg IX I AN6LE f,DDITION^L REINFORGING GOMPOSITE SLAB `�„ ' Associates � � 5" RE� PLAN AT 61R�ER5 ON METAL DEGK EG�E T�ROR STAIR . . Gp��TE SLP.B Architects RE � PLAN RE � PLAN ^�� AN �EN�� , �� ON METAL DEGK P�C.-A. I.A. INTERIOR METAL I I EXTERIOR METAL STl1D ADU� TiONA� -- 5TVD FLUE FRAMIN6 I . / ON MET/�.L DEGK i /�(j�^N'�RE RE, ARGH. GOidGRETE SLAB ON METAL , t =x -t : � x - x �- w - x - cyi�- x -� WAL.L RE� METAL 5Tt1D pPENING \\ � pEGK WITN REINFORGIN6 ° SGHEDUI_E REINFORGIN6 GpMPp91TE SLAB ON I 4� 4 � RE : PLAN - if- t -x - K � x �� INTERIORS AROUND METAL DEGK WITH PERIMETER REINFORGING � L5XSX5/16 ' e 2E : GENERAL \, RE : PLAN GONTINlK7U5 BENT N NOTES ■ � f -a x ■ -ML- x -a � PLATE ED6E /�N6LE � � r z �� ti-�c z x O i i O O i � GIRDER RE: PLAN E 1 pp0 �y� Fin ONIce � W� (2)-MS IN Vail Col�rado 81657 BOND BEAM \ Te�: 97Q�476-4433 � � Fax: 97W476�6p8 �--� TOP SLIP TRAGK ��.�,\ � 4" 4" � GORE WALL , � \ 3'_O11 REINFORGING OF _ � 1 STEEL FLOOR BEAM EXTERIOR METAL STUD �_Ib Gh. X 4" GLIP ANGLE � ' PLAN � " M5 AT I�" X Q - L5X5J(�/Ib AT ' WhLL RE� METAL 5TUD S7EEL BEAM -'�� PERIMETER OF RE� PLAN SGHEDULE � �L��N WITFF 3/8"m BOLT IN RE �. PLAN OPENING (VYELD STEEL FLOOR 61RDER GONNEGTIONS) TOP AND BOTTOM � , pLAN WITH VERTIGAL SLOTTED HOLE �� e 70P SLIP STEEL FLOOR MOMENT GONN6GTION GpNNEGTION 3/BXbXO'-8 EMBED � g�� BEAM RE� PLAN PLATE AT 4'_O" WiTH ��y. Colorado80202 TRAGK PLATES TO MATGH RE, $HEETS 53.1 AND 53.2 (2)-3/4" m x 4" H.A.S. BEAM FLANGE WIDTH (pLAN6E BOLTS TO BE Fa�ic 303�23-2262 - AND THIGKNE55 HpR�ZpNTALLY SLOTTEDJ S � C T I O I �4 K/ S E C T I ON 2 2 WIDE FLAN6E GOLUMN WITH TOP PLATE 3/4' = 1 '-0" � � � � I OL I � � � C T I 01�1 1 � GONNEGTIDN BY STEEL I\V - 3/4 " = i '-O" FABRIGATOR (TOP PLATE 9/4" = I '-0" � THIGKNE55) TO MEET OR 3/4" � 1 '-O' EXGEED BEAM FLANGE TFtIGKNE55 ��8 d �� - - EXTERiOR r�t ra� GpMPp51TE SLAB ON bu � STUD WALL METAL DEGK WITH S � C T I OI�I 11 I '—O" / /� RE � SGF+EDULE REINFORGING RE � PLAN 5" � . r5 ('GONTINUOUS) - � lPOUR ALL THE W�.Y TO � _ '\ /�'GOMPOSITE SLO.B ON EDGE BEAM) / METAL DEGK WITH 9/4' = I '-0' �GOMPOSITE SLAB WIThf 5 i GOMPOSITE SLP.B ON / �INFORGING / REINFORGIN6 RE� PLAN METAL DEGK WITH RE� PLAN ON METAL DEGK REINFORGING � INTERIOR METAL EXTERIOR METAL STUD - � RE : PLAN - STl1D WALL '� EXTERIOR METAL RE� ARGH. WALL RE � METAL STUD I � �. z - a -x - y - z 51'UD WALL `-'��E - � - GOMPOSITE SLAB WiTH RE : SGHEDULE � GOMPOSiTE SLAB ON - z�Tr - k- t -.�t i REINFORGING RE � PLAN s = x � z �-k �� ' � ON METAL DEGK a LSK5X5/16 BENT , �ORLE WA�L W DHGr"U � / METAL DEGK WITH GOxgxg/� �NT �f � �� . REINFCJRGING RE� PLAN � PLATE EDGE - a �-- i -�- M.-.- i -�-X x - � - t - x = REINFORLIN6 j PLATE EDbE AN6LE ANGLE n RE � PLAN , - x � x ..-- ■ ��• LSXSX5/ib � i GOhlTIF1U0U5 STEEL BEAM STEEL FLOOR EDGE �BE7-p�,�p� / // � F2E � PLAN i - � M5 AT 2'-8" X 'Q �-� 61RDER RE � PLAN i 0 (TYPIGAU _ STEEL FLOOR EDGE I TOP SLIP � w g�� Q TOP SLIP TRAGK L3K3x �/ib - i/ ��K i GON�NEEGTION RE. SFIEETS 53.1 (GONT MUOUS) � � � � � AND 59.2 EXTERIDR METAL STUD WALL � � I EXTERIOR METAL STl1D RE : SGHEDULE � _ EXTERIOR METAL STUD Wp�L � ! METAL STUD �i 3 - 12 / � ' WALL RE � METAL SND STEEL FLOOR BEAM `'�MEDULE SGNEDULE � � STEEL FLOOR BEAM9 RE� PLAN REi PLAN 1I � I i ! �- - - - TS i:G>LVMN RE �. PLAN 5 E C T I ON 2 3 WITH GONNEGTIONS � � C T I O I `l � 'i ' RE � SHEETS 53.� � AND 53.2 �/4« � ��-0• 3/4" = I '-O" �_ T�p c��p ��- 3/BXIOXO'- 10 PLATE qppITIONAL REINFORiGEh1ENT �- ��'�ITE SLAB WITH O TRIoGK WITH (�-3/4"m X / REINFORGING RE� PLAN � � (5" EMBED) EXPAN510N AT FLOOR GIRDER RE � PLAN / ON METAL DEGK � S � C � I O I �l I � /^ �NGHORS IN BOND BEAM 4 � 7/H"� i '-O' - EXTERIOR METAL 3/4' � I '-0' � � �/ T f ON 12 � � � � I � � ' � � STUD WALL . � / RE � SGHEDULE ,x � a - x- - �- -a -� #s ;c,oNrirwous� � -- xTx � � GOMPOSITE SLAB ON O METAL DEGK WITH p p � �-0�� f � J � RE I NFORG I N6 $• O RE � PLAN � GOMPOSITE SLAB ON '-` O O �r METAL DEGK V'IITH 5 �� , � I � �- GOMPOSITE SLAB ON REINFORGING RE � PLAN \� RULLY GROUTED GNU 0 � /� V i j METAL DEGK WITH GORE WILL_L WITH � � i i \ O O GOMPOSirE SLA3 �iT-H - ■ Yjx - z -r- z - r - z TS �JC2Xt/4 RAILING RFINFORGINb RE+ PLAN REINFORGING J � � REINFORGING RE �- PLAN -�� POST RE� ARGH. i i � RE , PLAN ■.- K- x y - w �- i i ' i STEEL FLOOR BEAM � ON METAL DFGK. � � � � X - 7I = k +- 7tr RE � PLAN WITH GONNEGTION L5XSX5/Ib BENT i i RE� SHEETS 53.1 AND 53.2 / �O PLI�.TE EDbE ANGL_E WITH '� p 1/2 " X I '-6" DEFORMED � BOND BEAM AT % RP: EPLAN WI�RGONNEG710N L5XSX5/Ib � „ ^_ % - �`- X � � C� ANGHOR STUDS AT � �_p�� L4X4�Ci/8 WITH 3/4"m X AN6LE ATTAGHMEN7 y7EEL 61RDER RE� PLAN -�-� RE� 5H�T5 �rJ.l ANp 53.2 GONTINUOUS BENT C � (5' EMBED) EXPANSION �TMF'�C'� PLATE ED6E ANGLE � ANGHORS AT 1 '-4" � ��rEE� BEAM / STEEL FLOOR ED6E � . �]NNEG NiDNS~ i »5 AT � '-8" X 3'-b ' —� S E C T I ON 8 GIRpER RE � PLAN NE. 7r�EFrS S� . ' a 53.2 (TYPIGAL) � 3/4" � � '-0" � _i � EXTERIOR METAL STl1D �' S � C T f ON 2 � STEEL FLOOR BEAM i DEGK RAILIN6 - 6�-9" _ I '-O' `'��EDIxE �TAL STUD � RE� PLAN WITH GONNEGTIONS RE � SEGTION 18/�.a4 .1 , 3/4 �. � � �_O.. RE� SHEETS 53.1 AND 53.� I � � CT I OI `l � � -��ITE SL/�.B-ON- i6 6A . x 4 " GLIP ANGLE S E C T I ON 18 5 9 I WITH 3/6 " 6' C30L i iN - -- GOMP051TE SLAB ON / � METAL DEGK WITH Q RE� NFORGItv6 RE� PLAN r-� VERnc.AL SLOTrED HOLE 3/4" � i '-O" i I METAL DEGK WITH �, REINFORGING 3/4" = I '-0' � 5�.7L RE� PLAN � RE � PLAN LGONTI�/11/0U�'.� � ' � — M -- R` % � Y— K � IIyI �— �— t � x I I I. � TS 4X9X1/4 WITH ED6E AN6LE i � I ^ � Sx5r:S/it, BENT �57 I�'' `'.r�.i I/�• TOP PLATE i � � � � � S � � T I OI V .J F'LArE EPGE I -�� I I SHIM STgI BEAM - ' p y i SHIM AND GROUT ANGLE / \ 5�8� b�� EXTERIOR METAL RE : PLAN WITH _ �. � � q5 REQUIRED FOR 3/4" = P-0" STLD WALL DOUBLE-SiDED I FULL BEARIN6 x -� M � x - a - a ' GONNEGTION �� RE� SGHEDULE - � , �-yy8Xl0 STEEL BEAM Lt. i x - � _ �5 (GONTINUOUS) �/� _, , GOMP051TE 5LAB ON �Y`-+� - � .G. _ �� METAL DEGK WITH 3PLATE WITH (�4�JE3/4"m X I '-0" METAL DEGK WITH � REINFORGING \ (5" EMBED) EXPANSION � REINFORGING �1 RE� PLAN pR EPDXY /�.NGHOR � I RE � PLAN - 5" 'Q �_ FULLY GROUTED GMU - - �- � • 1 r -x -s � - z - : y- GORE WALI. WI71+ i RE� NFORG�NG GONfPOSITE SLA� WITH ' 4 • � 12E: PLAN REINFORGING RE : FLAN J i � � - x -Lx - � � 1 1/�" i 1/�" % ON METAL DEGK --- STEEL BEAM i � i �STEEL BEAM \ RE � PLAN WITH / � � RE : PLAN � TS GOLUMN '-�� / -- GONNEGTIONS � � 3/B" STIFFENER I!� " BOTTOM � _ \ i"� i R@VISIOflS: / � RE . PLAN WITH n I I -- x -� X - t -ra I RE : SHEETS 53.1 � TS GOLUMN �� r �T '}�'0° , t 532 � � RE � PLAN � � GOMPOSITE SLAB ON i i PLATE �D _ LSXSXS/16 I ��/ METAL DEGK RE� PLAN � � � \ GONTIMUOUS BENT 3/8" STIFFENER � i � � i PLATE EDGE ANGLE � i L3X3JC7/Ib i I �h � , � (GONTIrM10U5) j� � i � I I \ STEEL FLOOR BEAM - � CORE � � �� a7 I ae , PLAN AND SHELL 3–i� � / x — — — � � — � — M �. x -- - \ a S C T f ON 2 � S E C T I ON 19 i i �' EXTERIOR METAL 5Ti1D � C SIM. WqLL RE � METAL STl1D I 3/4" = I '-O" p i i i p ry `� SGHEDULE , 3/4' = 1 '-0' O i i O \ � i i ry - - Ib GA. X 4 " GLIP ANGLE O i i i WITH 3/B "m BOLT� IN � INTERIOR METAL O � VERTIGAL SLOTTFD HOLE `��8�� b�� //- EXTERIOR METAL RE� PLAN � i ; SEGTION A - A 75 4X4XI/4 �' \ —. _/' . ` STUD WALL ADDITIONAL SND FLUE FRAMING RE� SGHEDULE OPENINb GLEAR OPENIN6 �� `�H' i i 'J/4" � I '-0' gRp,GE KS (C.ONT�NUW�'�J REINFORlI� C.CN'IPOSITE SLAB ON � i � AS REQUIREGD OR GOMP051TE 5LA8 ON AROUND � �� METAL DEGK WITH PERIMETER \ METAL DEGK WITH i � (2)-»5 IN BOND FULL BEARING METAL DEGK WITH . REINFORGiNG RE � GENERRL REINFORGING STEEL FLOOR i i TS GOLUMN �,1O7E, BEAM AT GONNEGTIONS REINFORGIN6 �`1 RE� PLAN rypT� �\ RE � PLAN BEAMS RE � PLAN � i i R� � PLAN WITH L4X4�C3/8 WITH S � � T I C � `� �i' WI7H GONNEGTIONS � i I!2" TpP PLATE 3/4"m X (�5" EMBED) 3/bX9Xl '-� STEEL RE � PLAN / RE: SHEET 53.1 AND i 1 EXPANSION ANGHORS �.T �-ATE WITH (4)-3/4"m x A 3/¢" _ � '-C" Y 53.2 � i (5" EMBED) EXPANSION 51M. �' 2'-O" Ai' GORE WALL pR EPDXY ANGHOR � �.x - � - x - x - K x ■ r+ �+-i� ■ x i i i FOR DEGK BEARING „ ' ' Mor 5r+owW ^ x _ x �. XT_ K_� � ��_ RE � SEGTION 13Fs4.1 S E C T I OI `l J a — ` � � � I I OI `1 � �T 3/4�� _�� < ' '� � T5 4X3XI/4 WITH I/4" �� LSX5X5/I6 AT TOP SLIP TOP PLATE SHIM 7RAGK PERIMETER OF , TUBE STEEL GOLUMN 3-12 /� OPENIN6 (WELD STEEL BEAM GONNEGTIONS) 3/4 I � G��`�G�TE SLAB WITH BASE PLATE i i / RE: SGHEDULE � � TS GOLUMN RE � PLAN � L5XSX5/Ib BENT ON METNL �EGK i i WITH BOTTOM PLATE RE� PLAN � DOUBLE AN6LE PLATE EDGE WITFi REINFORGING i i T� �'P GONNEGTION MEAR GONGRETE SLAB i i GONNEGTION RE � BASE ANbLE RE � PLAN i i S � C T I ON 2 � AkD FAR SIDEJ RE� i i ON METAL DEGK i i PLATE SGMEDULE TRAGK /aDDITIONAL REINFORGIN6 `-�EETS 53.1 AND 53.2 i i R�� PLAN � i EXTERIOR METAL L5 L � AT FLDOR 61RDER5 �pR�ZON�LY SLOTTED) � 1 � � i i i ADDITIONAL REINFORGING 3/4° = I'-O' � % RE, PLAN i � S� �LL �I ,i � I AT FLOOR GIRDERS i i RE: SGHEDULE 2�-0. � i i RE: PL�.N i � GOMPOS�TE SLAB WITH � REINFORGING RE� PLAN — �— ll+--j — It — N —�— % — R — % — x — Y �ey ■ i i i � i � ON MET�.L DEGK LBRAG'E(ALIGN WITH �T-x -x - x i i � �x �� ^ R � _ _ � , I BEAM ON OTHER SIDEJ � i - t - x - z - : i � M � x ��z •-rxa S E C T I ON 2 � . � � ��: �� , 3/4" = I '-O" I CAMPOSITE SLAB WITH REINFORGIN6 � ON METAL DEGK m, (� Project No: 3700 I RE � PLAN ��}_ -- - -- - - - I /2" STIFFENER PLATE � �/ EAGH SiDE � � � � � STEEL TRANSFER BEAM Drawn by: �CB � � I/� " STIFFENER RE: PLAN i i L5XSX5/16 BENT STEEL PURLIN ---- i i TUgE STEEL i i PLATE EDGE AN6LE WITH RE � PLAN i i GOLUMN I/2" X b'-O" DEFORMED O � i � � RE � PLAN I I ANGHOR STUDS AT - - - � i STEEL GIRDER i � 1 -0n i , i ��- I!2 ' N�B STIFPENER CFICCICCd �: KBO � i � � � � OR FULL HEIGHT 2'-O" � RE � PLAN VNITH i i i BEAM GONNEGTION GONNEGTION � � STEEL BEAM i i SF1Qe[ Qf ,� RE � SHEET 53.1 � i RE : PLAN i i � T1/BE STEEL GOWMN � \ AND 53.� i � � � WITF4 TOP PLATE % �- STEEL FLOOR � � � � GONNEGTION BY � , �� BEAMS RE, PLAN � � FP.BRIGATOR � y� WITH GONNEGTION ry� I � � I 1 TO M ET OR EXGEED� SE C T f ON 5 a ! � O � `l � I � ,� � T � O � `l ! ,../ � ,� C T I IO I V I � BEAM FLAN6E THIGKNE55) -- � -� - - - _.� �; - - -- - - . . _ _ RE ,' SHEET 53.1 AND 3/4 " - i � - r;,. � ■ • ■ � � � � n � � C COPYRIGHT I � �� - - — -- — - - — -- � 0 � u- < _ . � ,.� _ �_� _ , _ _ . _ _ -- - �- - - - - - -- -- - - — - I Pierce, - CAMPOSITE SLAB ON EXTERIOR METAL -� LINE OF FAG� OF �� Segerberg & METAL DEGK WITN SND WALL ��, STUD BEYOND � Associates REINFORLING RE � SGHEDULE � � _\ � L SXS�i/16 - 5 RE : PLAN " (GONTINUOUS) � L 5X5K5/16 (GON71WOU5) ,, � ,-0„ � I ' iA -� Architects i ,_o,� � . ` � �� waLL SUPPORCINTJ �,\ _ GOMPOSITE SLAB ON � � � P.C.-A. I.A. '> '. METAL RDOF � --, \ METAL DEGK WITH � g• � �� .�y +�� —�� k — x — x — * — K DEGK ` 5� / REINFORGEMENT EXTERIDR METAI., /^� �� ^ . \. / RE : PLAN ( �--J�-T � ARCHITEC7URE 5TUD WALL 5 DRWALL ETAL ---- �� M5 AT i �_O» X 6 �_O" RE� PLAN � RE� SGF+EDULE � V � � ra Ar e �• INTERNO 5 I/2" STIFFENER (BOTH SIDESJ i � � RE� PLAN � � RE� SGHEDULE O � f i NS A7 I ' -O " x 6 '-O " i � EAGH HANGING CANNEGTION 0 ■ � y- x --- sT- Y — x L SX5X5/Ib —� � /� (AND 8'-0" .4LTERNA7E! � (GONTINUOUS) � / �� .' � AT TOP OF SLAB - - / - - � � AROUNp PERIMETER� � i Main O(flce N.S.; F.S. � O � 1000 SaM fronta�e Road West I/4 ° x 5 ir2" X 12" - - �� _ p — Vail, Cdorado81657 (GONTiNUOl15) BENr Te1: 97W476-4433 PLATE EDGE AN6LE "x� � : -- M — x , � Fax: 97W4764608 Y— \ - - STEEL BEAM TOP SLIP TRAGK --� • RE, PLAN STEEL BEAM �\ — STEEL FLOOR STEEL BEAM -J/ � PURLIN RE� PLAN RE � PLAN 3/B" STIFFEtvER AT RE : PLAN \ EAGH BRAC�E � �tt 1617 Waue SC � i \ �\ ' -- STEEL BFAM �� i - C4J-3/4" m BOLT RE , PL. AN ��4COIor0dOB0202 , GONNEGTION (WELD � � � � f O � I �{ �' I Tel: 303162}3355 I NUTS AFTER TIGHTENING) I I �l `�� Faz: 303/623-2262 � ' 3/4" _ � '-O' � - ��' ..I - - - L 4xaR3it� BRAGE /+ � � � � � � � � � (VJELC' AI_L ��ONNEG7 ! ONS) �� STEEL FLOOR � �� i 3ia• = r-o� Pu� iN ae � PLAN SE CTII ON �J CT1'PIGAL FIREPLAGE DETA ! L % 9/4" = I '-O' � � � � 101 V 1 � � EXTERIOR METAL STUD „ , WALL RE+ SGHEDULE 3/4" = I'-0 . 6�2" b � I/"1" METAL �--� 6 �� ; ROOF DEGK \ E: PLAN RE: PLAN 1L� �'_ (3)-�3 TIES AT 3' TOP� \ - ' it STEEL RDOF —, �\ L SXSxSrie x3 TIES AT I '-O" PURLIN RE � PLRN �. HORIZONTAL i \ (GON 7 i N�.�cuS � PERIMErE � ANGLE STEEL BEAM -� - TOP OF WALL = T3'-2° � (WEI. D A i �-OR7'JFR:�) '� RE: PLAN �\ i � +�5 AT 1 '-O" X b'-O" i I �� YVALL STEP � ��LD TO ED6E AN6LE) � i � / Z q - 75 GOLUMN W I TH „ Q Yl �� BASE PLATE ON TS 2X�XI/4 �' . J � � � " GROUT ST11B GOLUMN � I . � � - 3�H" � rir=FEr.ER A.T EA�,H 6f�AGE /�r�� --- TOP OF WALL = -13'-4 I/2" L 5XSJC5/Ib — � � i i � � - - - - - - 4 � (E -> » a ` (GONTINUOl/��) - - � � \ � - - - - - - - - - - - - m �/ _ - , � - M5 AT I '-0" x b'-O" . j �� _ - � q (AND D'-0" ALTERNATPI G 3 ,o _ � �_ � jy � 3/B` STIFFENER I.T Q • wT3X"1.5 EAGM BRAGE � � � � _ _ ��L I W H ROOF i . � STEEL BEAM R6 PLAN ' '' I -� - , -� 3/4" X 6 " X i0" � LLJ � - � ' � � � ANGHOR BOLTS WITH (PURL��GH ROOF E / �X = _ - - - - - - - - - 1 , - - »4 n7 a ^ � I , � WITH (2I-3/4" m � EMBED PLATE� ' i " RE � SHEE7 51 . 1 , y SLOTTED HOLES ON � O i I ' GROUT �TE � ALL GONNEGTIONS Z � _ . L �t ;<4x3/� `3rzAGE � (b)-xb VERTIGAL - - � TO BE WLLY WELDED j WiTr+ WELDED Q 57EEL BEAM a GONNEGT� ONS ' RE , PLAN S E G T I Ol�l � W � i� S�E� �F A �f = � P �4 � T I � L PL ,QN 1 � �E � �� 3/4' = I '-O" , O 3/4" = I '-O' . ' TS �x"IK5/Ib GOLUMN O i WITH BASE PLATE I I /2" X �� , U C., ' J —� B.4 STEEL BEAM �./ � G T I � N � .� � � RE , PLAN ,�� .. � 3/4" = I '-O" I ,� � i ' i ;; i " X �" X I '-� " I I/2" METAL b �� \ ,I i � : BEARIN6 PLHTE � / ROOF DEGK \ /� � � I " i � \ �� . � � � i � \ \ 1 � (2)-3/4" m ANGNOR BOLTS � �i � � �� GONGRETE WALL BEYOIVD � � I EXTERIOR METAL 57UD RE : P4AN i � WALL RE: SGHEDULE � � ll '-5 3/H" I 1/� ' � � �� 4 . � ,q. rJ�� i � ' � ' M5 AT I '-O" X 6'-O" ' i �;' � � , i �(WELD TO EDGE ANGLEJ '70'- 10" � � 7S �JC�XI/4 � � 1 1!1 " ROOF � STUB GOLUMN W I TH i �I i (7EGK - — � — — I ' GROUT L 4x4X1/4 TOP I - L 5 <Ss3/C x O' _5„ / � � . � A � — — _ � (GONTINUOl/�) L 4X4X3/b i i AROUND PERIMETER � � � ' L SXSX5/Ib � � AND INSIDE �EGK � i i F -. . . < (GONTINUOUSJ BEARING � i i � �f�� T � ' ' ' P ' , .� . 'a \ j � i �1� � � / CTOP OF SL.AB��, RE : SEGTiON -- - - • ' ' i"� 3/H " STiFFENER AT m � �1 5/51 .2 FOR f ., • . , ' �� —(3)-M3 TIES AT 3" TOP y�T3X'1.5 EAGH BRAGE , � m ' WALL REINF. , ° i � � ' i '� AT 4•_O" STEEL BEAM RE: PLAN �'� ' • � T ` � - - FAGE OF GONGRETE � � � � — — � � • � � WALL BEYOND L 3X3XI/4 BRAGE � i J � � AT 4•-0" � � � . • , i � � � • i ..i i NOTE � ALL CANNEGTIONS � ' i i s • , � ' ' - — - - �"3 TIE AT i '-O " � i � STEEL BEAM . i i TO BE FULLY WELDED , ' 4" i i RE � PLAN � � � i i GOMPOSITE - �' ('8)-�b VERTIGAL IN —� ' � �t3 TIE$ . �„/ � CT I OI `l K/ �; � 7 i ; SLAB ON METAL i ADDITION TO TYPIGAL ° L 4X4X3/b � i i I �GKPLW�INH REINF. i WALL REiNFORGEMENT �� . 3/4' = I '-p" I BRAGE i i —� � i i � � � — TS 2X2XI/4 i � TS 4X4XI/4 C.ONTINUOVS - - -- J � :—,, . - �- � I i i (ONE FLOOR SPAN MINU�Ur1! c.� - - - -- , (V RE� PLAN ;r-C�)-L � X2X1/4 X O'_A" i � Revisions: i � ANGLES �' � lAMPOSITE SLAB ON � i � I 5 METAL DEGK WITH j� i ' NOTE � ALL CANNEGTIONS CORE � � �� 7 i • L SX5X5/I6 REINFORGING p � i i TO BE FVLLY WELDED � ��,T,�n� � rx� , P�AN ', � AND SHELL � , ; _ �/ v 0�� ' �_O. It —z — x — x '—K —r+1t —r7lrK — � —a ' • � PERIM[- TE-� i L 4 :< 4 x:3/8 SEGTION A - .A SECT I O1�1 11 eACH� s�D� � RAILINCs POST DETAI � STEEL BEAM 3/4" = I '-O" i i i RE : PLAN WITH 9/4" = I '-D' i i . GONNEGTION STEEL BEAM i i D RE � PLAN WI7H � � 53�1 AHND 53.2 S E C T f O !�1 r� GONNEGTION iii I �i ._�„ 6 „ RE � SFfEETS i i TS GOLUMN 3/4' = I'-0" I ! _ J `-�•� p`� `�•� i i WITH GAP PLATE PER SGMEDULE � i '� - � � TS GOLUMN S E G T f ON �1 ��-e° � RE � PLAN � - , i i i 3/4' = I '-o" I� � i i STEEL BEAM RE � PLAN 5/8" TREA ROOF -� __ . - - _ __. wOR�.ti r�C� i �vT i STEEL BEAM � I i AND SEGTION 8/54.� A E�ATHOINb ( REYV � a �'- ; , I RE : PLAN i ELE�✓ATION = iO4 ' -1 3 /�F " WiTH GONNEGTION - - - - - - - - - - - - - - - LT GA. RDOF � ' (b)-10 GA. SGREV�LS � . �. - - - ' - - - - - - - - - - � . � EAGH JO�ST5 I i RF : SriEET 53.1 JOIST � i . , AND 53.2 RE : PLAN \ i \ i , � � EXTERIOR METAL STLD � WpRK POINT I WALL RE� SGNEpULE b " ELE�/ATIDN = �� ■ -r- a - - x - ■ ' I � � 1 . 'f3'�6 f/2 " 102'-5 3/B" � � --� i i i fV _ _ _� i , � i � � GOMPOSITE SLAB ON / METAL DEGK WITH � M � �y � - - - (2I-L SJCSK3/8 � �� REINFORGEMENT DSL@: �IIL�7 •�� I ; i . �� \ CGONTINUbVS) L SX5X5/I6 - � RE . PLAN , ,' � � (C.ONTINUOUS) \ /� . GOMPOSITE SLAB ON '� a '•� �---STEEL BEAM Project No: 37� I L 4X4XJ/H X i0" EAGN -�� ' � � ' - - - I " ,K i0" X 10" BEARIN6 � MET�1L DEGK WITH / / � � ��, RE : PL /�.N SIDE OF �/ERTIGAL ;� \ PLATE WITrf (4)-3/4" m REINFORGING tZE : PLAN STIFFENER AND BOTH � ANGHOR BOLT9 ON I ° � � BEAM FLAN6E5 r. / NON-SHRINK GROUT STEEL BEAM , j� Df8W11 I�: �CB I RE � PLAN i ��J x-r- � T - t - � ' �� - �6 GA. BENT ih Gs� . BE�+T PLnTE C�� KBO STEEL BEAM . °' ' PLATE RE: PLAN � n NOTES AT SIMILAR SEGTION: FASGIA i (g � � SUPPORT � EMBED PLATE GO • � I . DEGK FRAMES PARAI_LEL TO 6t�AM BUT STILL BEARS ON BOTTOM FLAN6E . RE � ARGH. EXTERIOR MET�.L STi�D I Sh�K O� RE� SHEET Si . l ' ' L 4x4X5/Ib" GLIP BEARiNG WALL ANGLE 2. TOP FLANGE AN6LE5 RRE NOT QUIRED A5 5H01^HV HERE . RE� PL.AN � \� REINFORGE PILASTER 3• I /4" X 6 " (GONTIN10U5) METAL 5 11D SUPf�ORT PLATE SFiALL BE N�LDED � TO TOP FLAN6E . t I ^ I 7' t"" � - - --I -^- - -t-� � � � � S E G T f ON 12 3��36TIE5 A�3T' TOP S � � ! � i � _ �� ._ .� T �/ � �( .� � � AND �3 TIES AT I '-0" - -- -- � � � � .: .,. � ,,,� , ,hr � �,4 .. _ : S4 . 2 � n K n � / I � a � C �_� !PYRIGHT , ' � � _ --- - - - -- - -- - - --- - --- -- - -- - - -- ----- - --- - - - _ -_ - -- - - ---- - - - . - - ---- < s - -- -- - - -- - - - - - - . � � �W � < _ . _ . . . . - _ . .. . - . . .. . _ _ . _ . . , . . . . . _ . � . _ . ��-. _ _ . _ . . _. , - _ . . � ' � - - --- - -- - - - -- ---- -- --- METAL ROOF DEGK -� 2 3/8" X 4" X I'-B' PLHT�-� � i Pierce, RE� PLI.N RE � PLAN I '-O" RE� PLAN. PUDDLE \ WELDS AT 3" TD \ � ,(,r�--r� � � �WORK POINT Segerberg & i � � BENT PLATE � i ��7-�� 1 � � V �`I � J Associates i I '-3" \ RE : ✓ -� � METAL ROOF .. . - . � W02K POINT -. ArC1lllel.W PLAN 2 " L L 543 � 54.� � l� p J ry DEGK � T5 3K3XI /4 i � � \ � i STUB GOLUMN � ��I � �� 3/B' X 5' X 5' PLATE n (V � / �\ ...� �\ , P.C.-A. I .A. i I/4' BENT PLATE �� \ � uj � - FAGE OF METAL i GONTIN10U5 WITH I/4" \\ p� � m \\ / 12 ^RCHITECTURE � STUD WALL i i STIFFENER PLATE AT 2'-O' �� - �" �� p p --� 0 �' � , � � O LL LL � 3/Ib" BENT PLATE � 5 PUNNING I METAL ROOF DEGK � � O / - - LL I� INTERIORS WORK POINT 0 / j� ry , RE : SHEET 53.� i � � O Z � I` O O �I METAL ROOF DEGK � WORK POINTS i i ' - - I� Q ; O O i METAL ROOF ' - ..• � �� , R � ' �. . � . � .l DEGK � � I � 7' �\ � /� � \ � `- STEEL ROOF BEAM 1000 Soutfi Fronta@e Road West MaM Offke 12 ��- 3/Hxbxo'-8 EM6ED . Vall Cdaado81657 i STEEL RIDGE BEAM RE, � �, RE � PLAN Te�: 970(476-4433 �� PLATE AT �'-O' � � � 9/8' X 5" X 5' PLRTE PLAN WITH GONNEGTIONS WITH (2J-3/4"m X 4' � " - -- � I/4" BENT PLATE Fax: 970/476-4608 3/I6" BENT DEGK 5 � � � /� � H.A.S. WITH STIFFEkER � � RE � SMEETy 53.1 AND � � BEARING PLATE �\ �� STEEL RIDGE BEAM RE � PLAN 53�2� i i �� IB/4AST5 FENEf2TAND /� � i � (2)-M6 IN BOND i i \ I i �'� i TS GOLUMN BEAM AT TpP FULLY GROUTED Gt-A1 S3.�HANDµ53 2 IDNS REa SFIEETS i i (2J-BOLT GONNEGTION RE� PLAN � � i / � GORE N1ALL WITH � � � 5TEEL RIDGE --' DenverCNflce I � i i � REINFORGEMENT � - I/4" BEN7 PLATE EDGE � STEEL ROOF BEP.M i � ANGLE (GONTttW10Ur) 1/4" BENT PLATE i i BEAM RE� PLAN 161 � Wazee St i i (FASGIA a BAGKING � EDGE ANGLE (GONT.) i L Denver, Cdpado80202 RE � PLAN i RE� PLAN � '- � ph� S � C T I O I `l I K/ S � C T I OI `l I I �'�``'-�IA ! BAGKING St110e C2 i W ATTAGHMENT PER ARGHJ i i W�H GORN EGTIONLIRERSHFE7AN � " ,�� PEft ARGHJ � � 53 . 1 AND S�J.2 Fa�c� 3��2�2262 � �� \ � HANG�ERI /4 � j W 3/4' = I '-0" �„b� p�INT 3/4 ' = I '-0" i i - 16 GA. X 4" GLIP ANGLE _J � ..� � �� - NITVER�GAL�LSLOTTED O ' ExTERIOR METAL -' � / i _.�-- 5lEEL ROOF 6EAM5 tV �lI � HOLE � � � � RE : PLAN WITk GONNEGTIDNS 4 � METAL ROOF STUD WALL RE: I '-O" � I 0 i =-- � f I RE � SHEETS 53.1 ! 53.� a U N DEGK . S � G T I O I �l � �--� � O I r � _ � i PLAN � // SGHEDULE D I/4" BENT PLATE - - n (V (�`! I �� S � CT I O � � 3/4• _ � �_O" ED6E ANGLE „� � � � i � 3/4" = i '-O' S � C T I 01�1 21 q� o � � 3/4" = I '-0" LL LL LL 1h � WORK POINT mNo Z 12 I '-4 In " N �l1 U WORK POINT -- Q 4� � METAL ROOF - � � . \' \ � a � EQ. EQ. STEEL ROOF BEAM � " DEGK ROOF tl � f`I DEGK / � � 12 � RE� PLAN RE : PLAN \ �J � Ifl � ry ' / � METAL R��P I � '�� -� � mry � / ' REb 5HEE7 53 2 � � O O� � i � � I p�K m � � Q � LL LL � 12 � � � � - ME iAi R.00F DEGK WORK POI NT � �- 3/8xbx0 -B EMBED � ' m � � Q '�. " , r � i , - PLATE AT 2'-O" �' �� O � � - I (� - 3/16" BENT DEGK � WITH (�)-3/4 4> X 4" i � � �` � p� a � � I BEARING PLATE I/4' BENT PLATE �� H.A.S. I /4" BENT PLATE EDGE -' / ;' � �'y I � ED6E ANGLE (GONTJ (2)�e5 �N gpp�p AN6LE (GONTIM10lY�) I �� i2 (FASGIA 6 BAGKIN6 �� BEAM AT TOP (FASGIA ! BAGKING ��-STEEL ROOF PURLINS ��\ �E LARNOF BEAM j � ��B PER ARGHJ ATTAGHMENT /� '' � � RE � PLAN � � ' � i � �� -- - FULLY GROUTED GMU PER ARGH.) i � I /4" BENT PLATE 2��, �� " � , � I/4' BENT PLATE -� C�ORE WALL WITH � � STEEL RDOF BEAM � i / � �� I BEAM SEAT NIITH REINFORGEMENT L3X3XI/4 AT 4'-O" -� RE � PLAN W� TH i � BEAM SEAT WITH _.- I/4' STIFFENER AND RE , PLAN �� GONNEGTIONS �T�-p,� I/4" STIFFENER AND � . (2)-80LT GONNEGTION ' � ��, (2J-BOLT GONNEGTION STEEL RID6E J RE , SHEETS 53.1 t 53.2 / � \� 4°_ I6 6AGE GLIPS �� ' PLAN r ^ �� -- STEEL RIRLINS --'�� i S � GT ON I � I/4' BENT PLATE � i �EAGH STUD - � STEEL ROOF PURLIN RE� PLAN v � RE� PLAN ED6E ANGLE (GONTJ rvITH GONNEGTiON RE SHEET � i 3/4' � I '-0" I (FASGIA < BAGKIN6 i" � PER I.RGH.) i � 4� -�O GAG I ILL 5�.1 AND 53.� I /4" BENT PLATE - m S � C T f ON 12 STUDS AT I '-4" EDGE ANGLE �� (�� 9/4` = I '-0' / i � � ' P A�OF BEAM i i C � I -- LINE OF ARGH. EX1"ERIOR METAL -'� � ' � � �J � C T I OI �l � � � STUD WALL RE � b„ _ . ROOF ASSEMBLY _ T I METAL STUD 3/4" I '-0" S C Ol�l 2 2 .�.�e_ E � RE : ARGH SGHEDULE WITH 'I 'I � � 3/4' = i '-0' � METAL ROOF DEGK SLIP TRAGK AT TOP VARIES i YVORK POW7 � � G T I OI �l � O -L3KiXl /4 AT 4'-0" - RE: ARGH. i� RE : PLAN 2 � , �� - METAL ROOF DEGK g y��TOWER PURLINS) / P 7 3/4' = I '-O' WpRK POINT -- - J , � �__ LATE O � O � 3/Ib��3\�"�E9 TYPIGAL % _ / � I� / � �� _ �\ �METAL ROOF DEGK � � , PLAI"E EAGH SIDE-� / 12 i V � - � , - - I/4" X 3" X 3" �� WpRK POINT � � � TONER ROOF � / Q � 1YPIGAL ��...� /3/16" .,/PLATE TO BEAM `✓ �- ... 12 � i i PURLIN YDND � - PLATE/WEBS 3/I6" BENT PLATE \ � J �� (BE ) tV 3/ib " � � / � - .- .� RE � PLAN � � � _ _ !2J-L4X4XI/4 AT -- (�)-L4X4XI/4 AT R� : SHEET 53.2 -� 3.125 '� I /4" BENT PLATE - i i ' 3�_�� 3'-0" i O i I EDGE ANGLE i T � O ; - METAL ROOF `-�TEEI- R� DGE - L- � \ (2)-PLATES I/4' X 4' X 4" STEEL RIDGE BEP.M RE� PLA ' I � /w] � � i -� i� � WITH THRU-BpLT GAN7ILEVER RE� DEGK _ J ExTERIOR METAL � � � � - STEEL ROOF BEAM i � GONNEGrION PLAN FULL SND NIALL � � �� RE+ PLAN WpRK POINT - i p RE� 53.1 AND �� PLATE I/4" X 4' X H I/1" �- I /4" BENT PLATE ED6E \ � PENETRATI !"�N � i' � RE: SGHEDULE i � RE � PLAN i 53.� i � WITH (3)-l/H" m A325N \ AN6LE (GONTINUOUSJ � 16 GA6E X 4" GUT (MAIN ROOF HIP) �� BOLTS - FAR SIDE � (FASGIA t BAGKIN6 i I \ �� / I FLA7 ROOF GOM- � � ANGLE WITH 3/H" m 3/16 " HIP DEGK ____� _�-_-- �- � �\ ATTAGHMENT � � � _J� , SUPPORT PLATE PLATE I/4' X 3' A I'-0' - � R ARGHJ / �: POSITE SLAB ON t i BOLT IN VER7IGALLY I/4' BENT PLATE BEAM FAR SIDE ONLY 1 � � � METAL DEGK WITH � � i SLOTTED HOLE SEAT WITH I/4" STIFFENER � ,/ RE � SHEET 53.� � REINFpR.GING (SLOPE i i � '-p° 5" AND (2)-BOLT GONNEGTION / II - RIDGE BEAM ! HEAT PER ARGMJ - i STEEL HIP BEAM RE : PLAN ^ STEEL ROOF PVRLIN RE, PLAN � � 3/I6 " BENT PLATE � i � � RE� PLAN m � WITH GONNEGTiON RE SHEET RE: SHEET 53.2 i i 3/8" FULL F+EIGHT RE. ARGH. ` � % �T'-+- �-- , __ L 53.1 /+ND 53.2 I STIFFENER . x - �f� t - - � - x � � 2 �7�� LSX5X5/Ib (GONT.) STFEL BEAM EDGE ANGLE � � � PLAN WITH S � C T I 01�1 18 � � GONNEGTIONS � � � � S � C T I O � � i O 3/8" STIFFENER � � �EETS 53.1 Q 53.� 3/4" = I '-O" � �� - i i ; � EAGH PUR.LIN � �� i i � -GHIMNEY GAP 3/4' = 1 '-O" PLATE / WE$ i i I ' � O i RE: ARGH. (OVERFRAME �� TYPIGAL � 3�16 „ � /� FAR SIDE �f STEEL ROOF BEAM - i � / LI6HT GA6E ON LIGHT GAGE) � �4� 5„ TOP AND 11 EXTERIOR METAL -�" 6 � �, pLAN BOTTOM 9TUD WALL RE � 1 (2)-b" Ib GAGE METAL STUD ��- -- METAL ROOF DEGK .� _ I G-STUDS AT MIDDLE �S��B SGHEDULE WITH STEEL FLA7 ROOF BEAMS � (ONE DIREGTIOW SLIP TRAGK AT TOP WORK POINT - RE: PLAN W17H (2)-6"- I6 GAGE - `/ � C T I O I V 1 � GONNEGTIONS G-STUDS AT i RE � SHEETS 53.1 t 53.� PERIMETER I I/2" = I '-0" /Ib" BENT PLATE RE � SNEET 53.2 6"-16 GAGE --- � - - 5/8 " PLYWOOD S E C T I O1�1 2 3 Snos AT � �_o�� lDOUBLE AT SFiEATHIN6 C, � I STEEL RDOF PURLIN C.ORNEW (SGREW AT 6'7 �/ � G T I O I `� � GONNEGTIONTRE� 3/4" = I '-O" NOTE� 2,-O " MAXIhA1M 3/4' = I '-O' Sr+EETS 53.i AND 53.2 WELD ALL �� i p GONNEGTiONS VARIES R6 �� JI � � ___ 3/Ib " BENT PLA7E - - PURLIN LOGATIOry g � � R6 PLAN rzE : Sf+EE7 S32 �`� I 3/16 " BENT PLATE � � \ � RE� SHEET 53 .� (2)-L4X4xl/4 AT - (2)-L4X4XI/4 AT 0 i - 57EEL RDOF PURLiN Revis{ons: METAL ROOF DEG --\ 12 � . \\ 3'-O" 3'-O" � RE � PLAN WITH 5 METAL ROOF �'� 5EET5 53.NAND� 53 .� CORE � � n�� `�� , � � DEGK FULL AND SHELL �M� � I/4" BENT PLATE EDC�E PENETRATION �� / � ANGLE (GONTINUOUS) RE+ PLA�OF BEAM � I/4" STIFFENER PLATE � A�A IA �E BAGKING � � j EAGH S1�E AT I '-O" R ARGH.) �„ 3. 3., 3„ � � A _ i i / � � - � - L3X3XI/4 � � ' ' m I � , � � � S � GTfON � � � i �� - BENT AND REWELD j � i �i �,��AN WITH � �. i i �� 3/4" = I '-0" I/4" BENT PLATE BOTTOM FLANGE i i �� I/�" METAL RDOF EDGE ANGLE � � � DEGK � � � TOP PLATE TO �� i ROOF BEAMS i i � �� STEEL RIDGE i i MATGH BEAM � j � RE � PLAN I /2" STIFFENER � i ' '� � � � BEAM RE � PLAN i� � i FLANGE �7 ' i PLATE EAGH SIDE i � WITH GONNEGTION i v � � � � RE � SHEErS 53.i ; V�' � i I6 GA. x 4" GLIP ANG�E i AND 53.2 %� i i N' VERTHtGALBS OT7"ED � i STEEL ROOF BEAM HOLE i EXTERIOR METAL i � �'� 3/8" STIFFENER PLATE - METAL ROOF DEGK r, STUD WALL �� RE : PLAN � � I '-0" � I EAGH SIDE AND STEEL PURLINS �'- � --- - RE� SGHEDULE � �- 16 GAGE x 4" GUT E T HOW - FL.AT ROOF GOM- - .,NGLE WITH 3/8"m FOR GLARITY . i i METAL ROOF DEGK i j I R6 PLAN � - STEEL BEAM EXTERIOR METAL i POSITE BLAB ON i i BOLT IN VERTIGALLY -K RE � PLAN STUD WALL RE� � ' � METAL DEGK WITH i � i SLOTTED HOLE �� I 1 /� METAL STUD � � WORK POINT - - -- � / \ REINFORGING (SLOPE i i I '-O" 5" � I 1 �v1� S � C T I O I `l I -T' 5GHEDULE / t HEAT PER ARGHJ � � S � C T I O I `l I J 3/4 " = I '-O" � 9/4" = I '-0' S � C T I O � g 3/Ib" BENT PLATE � x - t�.- w - - R - x . - L5X5X5/I6 (CAN7.) 3/4" = I '-O' 3/Ib" BENT PLATE �� ET 53.2 EDGE ANGLE RETPLAN. �f'UDDLE SIDE PLATE � ' `�HEET 53� � � o .-_ -_- 3/g^ SriFFENE2 WE�DS AT 3" TO 5HIM5 GONNEGTION RE� ��K POINT �pL�FT��N � i EAGH PURLIN i O I '-0" i �5��IIM�D METAL ROOF `'�EETS 53.1 P.ND 53.2 ��_ SH�ETS 53 I�AND 53.2 I O i I i � EXTERIOR METAL STUD WALL I '-3" D�K O I RE : SGHEDULE /-� LSX5x5/I6 gENT STEEL �� ` i � EDGE AkGLE BEAM RE � PLAN � O I� O � DS�. �� WORK POINT -- _ � 5" g � � � RE EPLA�ITHWRLIN � STEEL FLAT ROOF BEAMS � I �GOMP05iTE SLAB ON 3/Ib" BENT PLATE ' O - STEEL ROOF b RE : PLAN WITH METAL ROOF � , � �� METAL DEGK WITH � (11 RE, $MEET 53,2 � BEAM RE: PLAN GONNEGTION RE� � � CANNEGTIONS � DEGK ip REINFORGINC7 - ', O � SHEETS 53.1 AND 53.� �PrO NO: 3700 RE� SHEETS 53.1 S 53.2 � O �' /� RE � PLAN � i � '��-� L I � ... .�\ .. � ; O \ RE� EPLAROOF BEAM Drawn by: �CB I � � /� t I O � I � � 'y�\' - I -1X � MT (2)-+�6 IN BOND 3/8XbX0'-b EMBED `/ I I �� 2?\ "\ BEAM AT TOP PLATE AT 2'-O" / , B/4" = I '-0" _ % H.AS (2)-3/4"m X 4" � �'<PEN � � � , , � ct��d ey: Kso l � � i �� \ LSTEEL PLATE WEB i __ � FULLY GROUTED GMU E�CTENSiON (MATGH -STEEL FLOOR BEAM GOFtE WALL WITH WEB THIGKNE55) � I SI1eQ[ Of - ;�� RE � PLAN REINFORGEMENT PULL FENE7F2P.TICN I/4" BENT PLATE - �STEEL RDOF BEAM �� RE � PLAN VALLEY BEAM EDGE ANGLE � � �'LAN Ib GAGE X 4" GLIP OMITTED FOR ' ANGLE WITH 3/8"m ^ , � STEEL R.00F PURLINS FX?LT iN �/FRTiCALL Y S � C T f O �l _ 15 S � C r � � � 1 � GLARITY . t� � � T I O � ( � I � ri RE , PLAN WITH � - - - - . - -- - - 5 � GONNEGTIONS � �-, . _ . ; �;_. .. - - - - - - . _ . - _ . ., . . . � ; � V ■ � � . . . - - - � - -- .. i, __- . _ .. RE� SHEETS 53J t 53.� i g S � CTION L' � ' . ; A . n � . _ _ _ . - - -� - ------- - --- - - 3/4" _ � _�p - - - - - - -- - - -- - � - - - � - - - -- - - - � - - - - - -- - ---- � -� - - � - � - - - � I , �° _ _ _ C COPYRIGHT� s - - - - - --- -- - -- - - - - - - - -- - . � � I.i .�- < . . . - - - � _ _ . ` . . ' . ___ _ . _ _ . . . � . . _ � - . _ -_�- -__-J L Pierce, Segerberg & Associates '`•:: Architects � , P.C.-A. I .A. ARCHITECTURE PLANNING ,— I/4" STIFFENER PLATE INTERIORS � KF : F'i- .�h � \ EAGH SIDE AT I '-O" � - - - -- - - - - - - - - - - - - - RE: PLAN �� 2 V� " i i i' 6" I' \ � 4" - Ib GAGE GLIP y-�- \ WITH VERTIGALLY /— WpRK POINT , � METAL RDOF DEGK i �� age . i� � SLOTTED ATTAGHMENT � i i � � I Vail dioradob1657 LINE OF ExTERIOR METAL 5 1000 South Fro Road Wra �— METAL STVD � � STUD WALL RE� SGHED. � i/2' BEARING PLATE � '� Te�: 970J476�4433 3/16" BENT DEGK i � i Fax: 97W4764608 ME7AL RDOF - --� � i /� � i � � �� 8 � / PARAPET WALL �— BEARING PLATE " DEGK � - - � RE � ARGH. ME7AL ROOF � i �- YVORK POINT � ii � � 3/ib " BENT PLAtE � _ � _ � i DEGK i / ; �'� � , i � � TS 3x3x1/4 SNB �� BTEEL ROiJF BEAM 1617 WazecSl. � i GOLUMN / �� ce � i I r— � i � %i i � i O - GOPED TO DEPTH �� Z I I I � i � O � �' �y .. OF PURLIN BEYOND Demrer. Colorado 80202 ' ' � - Td: 303/623-3355 � ,: �` � �� -- - � 3/H " S��IFFENERS Fax: 303/623-2262 �"' � � � O � I i �BENT AND REViELD �` � •� � i O - - � �� i BOTTOM FLANGE � �� - _ � I/4` BENT PLATE i -�-�� `,\ RE � PLAN EDGE ANGLE / i STEEL ROOF BEAM � ` 5 / i RE � PLAN i I ' \ STEEL ROOF i- � !2 ' STIFFENER —� � � , `p� � LMETAL ROOF RIRLIN RE : PLAN " i � I/2 " STIpFENER EAGH �� i � �. � �- - STEEL BEAM --- � I� � i � DEGK SIDE AT BEAM BEARIN6 i�;• �� p��,� _� %� RE� PLAN � EXTERIOR METI.L — � i � � I ' � .-' � i i i ED6e ANGLE (GONTINUOUS) i � �` STEEL ROOF BEAMS � S�D ��'�' i i i Ib GAGE X 4" GUT (FASGIA 1 BAGKING ' � � �'� ; �� B'-3 I/� " RE� PLAN WITH GONNEGTIONS � � �HEDULE i � ' i ANGLE WiTM 3/8"m /aT7AGHMENT RE: ARGHJ i � ; � RE� SFIEET 53.1 AND 53.2 AT SIMILAR SEGTION LOW RIDGE BEAM i BOLT IN VERTIGALLY ; I � � . �- - T� �. Ol Ur-1N EAVE SUPPORT HEAM RE � PLAN WITH � SLOTTED HOLE � � i RE : PLAN WITN � ii4 ' BENT PLATE �— STEEL IS DROPPED I '-3" GONNEGTION � ' i � GAP PLATE EDGE ANGLE (GONTINUOU��) p�_�ry RE� SFi�TS 53.1 < 53.2 � � � RE � SGHEDULE (FASGIA G BAGKING i BEYOND � � ATTAGHMF_NT �cE : ARGHJ � � SECTION 8 ° � � S � CTIO1�1 1 � c � T I O � I I � 3/4" = i �-O�� O � i TS GOLUMN WITH � j_ I I �l � - � _ O � GAP PLATE 3/4 - I '-O i 3/4 �� _ � ._��. RE : SGHEDULE 0 ' �- 3/16 " DEGK BEARING I i i � i PLATE I i � FZE � SHEET 53.2 I n � 3 3 3 3 LINE OF TOWER I L � G ' PERIMETER BEAMS —� SLOPING TO�^iER 2 I !� " - 7!�- - - - -� 7� � - -- - - 4 " - ib 6nGE GUP , � � (IN FRONT PERPENDIGULAR �� HIP BEAM I � I � � I TO GOLUMN FAGEJ `\ RE: PLAN � WI7H VERTIGALLY � � S � C T I O I `� � i2 i 5LOTTED A7TAGHMENT � � i i " \�- - " - " O i i 3/4' = i '-O" j � METAL STUD i � � NETAL ROOF - - � � 12 O i i � i I g � i i PARAPET WALL i I � i i 116'-4" I �'F�. �. ri - - � � .: RE : ARGH. 3 I/B �— � � 4 "-I6 6AGE GLIP TS GOLUMN (RE� PLAPU i � � i �\ i i i TOP OF AT 45 ° ROTATION i .. �'� - - � i — T5 3X3X1/4 STUB ( FULL � I � � WALL TO BEAMS � ', ' � � � GOLUMN , pEN. _ i i i WITH �/ERTIGALLY i i � ' SIM. � q i i SLOTTED ATTAGHMENT � i i i ! i I ' �� ' I ' � I y a� i i i r / LSXSX5/Ib fGONTJ � � I � � � 54.4 � _ � TS GOLUMN � � � � �� _ _ _ - , _ , GUR�ED 6"-Ib GAGE �7 CANGRETE SLAB O czOCF rzn - I RE� PLAN � G-STUD JOI5T5 / I N �� O �� METAL DEGK WITH ` . KE BEAM . � � � AT I '_O" % r � � � REINFORGING i _ �� RE : PLAN � � �.�-, �i — 5 � , i RE � PLAN �" �� DOl)BLE END � � / � � F'LAN i i � �3/8" STIFFENER � - \ r � � �� TRAGlC i / / i i i i � i i � � i g �'��.. � STEEL RDOF BEAM i i f( �- GOLUMN BASE � � r � - x - � - x - % - ■ 4� ' � RE: PLAN � REDSC HEDULETES ' i 12 � ' i i ` ' � - - i �. / � � STEEL BEAM � METAL ROOF � i ' i i ' �� r r i � O � WITFi I /4" BENT LATE \�• DEGK ' � � � � i i -� � � ' � / � �'� BENT STEEL BEAM � i � � i i � i -- - � -- 'J BEARING SEATi � � RE � PLAN i i i i - - - - - — - - - � STEEL BEAM — O � �— STEEL BEAM BEYDND �� .,_ � RE � PLAN � � i� I '-5 V2 " � 2 '- I " WITH � I/� ' X � I /2" GOPE I/4" BENT PLATE i i �`�— I/4" STIFFENERS i i � � � - - - - ' � S � C T I 01�1 2 I - —��— AT TOP FLANGE EpGE ANGLE � ; � BOTH SIDES � ' � O O � � _ _ _ _ _ _ _ ABOVE BEARING , , i i i � i i � � �— - TS 3>CiXI/4 � � �-..\� 3/4" = I '-0" J I v4" BENT PLATE � � C � � i � � � ` EDGE ANGLE (GONTINUOl15) STUD GOLUMN i i i i � i (i=� A��GIA d BAGKINC i i � � i i A �� Ar_ i1MFNT RE � ARGHJ i i i i i i ry �- - 4"- 16 6AGE GLIP � � I� i i i � I/4" STIFFENER5 i i i i - WITN VERTIGALLY � � C � I �,/ N i T ' , i BOTH SIPES i SLOTTED ATT/aGHMENT � /w\ � I I _ I ' � ' — SLOPING ROOF i i ry RE � PLAN . . - - -- -- ---- . - - - - - -- BEAM i � i i � � TRIPLE STVD f6"Ib GA6E1 II 3/4" - i ,= RE : PLAN i i i i i ' � i i i i 6 "-16 GAGE STlJDS --� ME1 AL STVD � LOW REVERSE DORMER i i i � i 1 PARAPET YVAL_L AT 1 '-0" CBEAR ON STEEL BEAM i i � SLAB BELOW OR Wpti2K ppINTS i i �' ARGH. � RE � PLAN � � � i SLOPED TRIPLE � . � i 4"- 16 GA6E GL �P � i � SNDSJ LSXSxS/16 --- � ' �WITH VERTIGALLY 1 � i / � � , i (�NT��`�) \ i ' � SLOTTED ATTAGHMENT I ', i O � O i i � � � I I O I `l K./ ' �� 'i O � _ � � /� T5 3�C3XI /4 HANGER i O O � i 3/4" = I '-0' S � � i / (BEYOND) TO SUPPOR T i + i ,. - � DEGK EDGE BEAt�t i � i � i i ��. ' i i i O I i i i� i i i i METAL ROOF —� '� i i i DEGK \ - i —� x — K — x — K —x �� ' i -' TUBE STEEL GOLUMN � � i � i RE , PLAN � i . \ ,� . - _ �'�-7� i i I � � \ I/4' BEN7 pLATE �� i i BEAM SEAT AND GONGR.ETE SLAB C71v STIFFENER METAL DEGK WiTli � IO� RE I NFORG I NG � � � T I O I �l J � �� STEEL BEAMS RE PI_ AN - --- -.— - — _ - '\ � RE � PLAN WITH -��y - , i � ,_ r. — - ��-'�� .� GONNEGTIONS i RE � SHEE "5 53 . 1 E S3 .< �� I/4 " BENT PLATE `� '�STEEL EE :+Ft �i ED6E GONTINUOUS \ �, p�q�, � /+Ni�E iVR. �-iVE PLATF (FASGIA AND BEARING � ATTAGhfMENT RE� ARGH� i � 4 i i :�ONNEGTION STEEL ROOF PURLIN � � t C T I ON 3 I RE. PLAN I � � 3/4' = I '-O' I i METAL ROOF -,� L---- -- -- - -- DEGK —� -- --- - - - - - �--i � ' o p O RE� PLAN RQVISIOf15: O � I Ib'-4" TOP OF � � I WALL � � �,, � i i II j LSX5X5/Ib (GONT� � � � �rz�oo�nMS � a•- iv sacse cuP � � � — �oor- auRL � r,s CORE 11 /7/97 �� GONGRETE SLAB ON RE �. �� ,�N AND SHELL . � RE � PLAN WITH VERTIGALLY � �METAL DEGK WITH � � REINFORGIN6 I/4" BENT PLATE I SLOTTED ATTAGHMENT ' � RE : PLAN BEAM SE.+.T WiTH i � ' i i / STIFFENER � � I �p 1 - - = — Y — k — x — x — z ---- HORIZONTAL ROOF i i � BEAb� i L _ _ � RE : PLAN i � � � i I/4" BENT PLI.TE —' � i i i � � � STEEL BEAM EDGE ANGLE (GONTINUOUS) � i ; � (FASGIA ! BAGKING � I i ', i � � � RE: PLAN ATTAGHMENT RE� ARGHJ � 7c.ii=' SLIP 7TZAGK � � � � i � � � i i i � � i ' � � � � � � � � i � � ' ' i i � � \� ` METAL ROOF � — i i i / ,. - - L "3x9x1 /4 ' i i — 4"- Ib 6AGE GLIP \ / �l i � � WITH VERTIGALLY ��'K �� 5 ppING ROO) F � i i i SLOTTED ATTAGHMENT � � i � i � i � � �— BEAM I '4 " PENI PLA�.-c � � RE = PLAN � � �=.� F � F•i v,N � i TS GOLUhMS i i i i '_= D6E GONTINUUUS �r . i RE , PLAN ' � � � I iFASC: iA AND BEARINr'; � i I i � i ,arrAGHMENT RE : AcZC:� r+ .l � , i WITH GAP i � i i — b °-tb 6A6E AT I '-4" � PLATES � i EXTERIOF2 BEARING ' � RE � SHEDULE i WALL (NWL.L r0 BEnR . I� ip � ON FLOOR 7LAB CN � LEVEL 4> �I J �� CT I ON 1 � SECT I ON _�f S � CT I ON �- p � .� M �- " ,-- .. 3/4 " = i ' -O " 3/4. _ � ._ � ,. - ��: V12477 � J Project No: 3700 Drawn by: 106 i NOTE : l Checked by: KBO � SECTIONS il a 1 � i � � --- , ARE NOT USED i I Y � 0 � � S4 . 4 � � A � C COPYRIGHT � � a^ - -- — -- -- - -- --- �� W _ < i Pierce , Segerberg & Associates Architects P . C . - A . I . A . ARCHITECTURE PLANNING INTERIORS AIR HANDLING UNIT WlTH HOT WATER COIL SCHEDULE FAN SCHEDULE �°'" °�`° 1000 South Fro�toye Road Weet VaA, Colorodo 81657 MARK MF"R. 6 MODEL FANS H�T VATER COII REMARKS MI�RK MFR. dc MODEL BHP RPM ELECTRICAL SERVICE WEIG IT REMARKS Td: 970�476-4433 CFM E.S.P. Fox: 97 /476- 4608 CFM T.S.P. E.S.P. BHP RPM ELECTRICAL MBH E.D.H, L. D.B. A.P.D. FLUID E.V.T. L.V.T. GPM �/.P.D. QTY. SIZE FACE ROVS FINS Hp VOLTS PHPSE (�EET ) VEL. 21000 125' ESP 3 5 ' CARAGE PROVIDE wITH MOTORIZED SHUTTER, wiRE GUARD, HP VOLTS PHASE GEF- 1 COOK 54XNPH _ � �� .375' TSP S 500 Z08 30 775 El(HA1.1ST AND WAll. COLLAR. 2 SPEED - - - Denver Ofiice MAGICAIRE 2400 . 3/ 4 _ _ _ _ N A 1 . 1 SUBDUCT _ 181 az St. AHU-1 60 BH�/-2 1200_ - 0.2Y 1 836 208 30 155 -25'F 50'F - 30% PPG 195 160 - 9.5 - 2.6 - 1 - - 2MSPEED�FANiR - _ 4050 .75' � _ � �2 ! 1250 -- 208 -- 30 - - H - -- - 270 - -- --- -- - -- - - - Suite 2 C - - - - - - - - - - - - - - - - - C �S T UN T - IST FL R - - - - - -- - DwT+v�r.3 pC�d/p��ado �830,�202 AHU-2 g Igut 2 1350 - OJ5' � 1092 208 30 64 68'F 103'F - 30�L PPG 195 160 6 2.5 1 - - - - - LOUNGE , LIBRARY, FITN��S _ 3750 . 5 - 95 � _� �2 1180 - 208 30 - - - - -- 270 - - - - - - - - - . - -- Fmc: 303/6�� 2262 EX AUST _ _ _ __ _ �3/4_ _ _ EF 2 COOK CPV 1 BO 7 • SUBDUCT _ - -- - - - - - - - - - --- - - - EXHAUST - - - - - _ _ _ _ -- ELEC. RA1 - - EF-3 COOK SWD 10515D 460 . 1 ' � ��ZS 1200 115 � v EXHAUST 20 ELEC. ROOM - CARP+GE LEVEL - - - - - - _ - _--. � - - - - - - _ _ _ - - - - --- -_ _ - EF- 4 COOK SWD BS15D 110 � ' ELEV. RM 1/80 1550 115 to 12 ELEV. EQUIP. RM. - GARAGE LEVEL � _ . . ._ . � , _ �. - � EXHAUST - _ - - - - - - -- - - - - - - --- - - - - • . EF-SA�6 COOK CVD BCV15D 200 ,25' LOCKER RM � � � �20 1500 115 10 35 LOCKER RN - G LEVEL EXHAUST BEF- -- -- - - --- - -- - -- -- - 2ND FLR BATH- -- - - - - - 5541 Centra� Avenue Z , 1 _2.6 COOK GENINI GC- 240 100 . 125� 65 WATTS 1200 115 � � EXMAUST ZZ BATM EXHAUST FAN Boulder, CO 80301 - - - - - - - - - - -- -- - - - -- -- -- - - -- - - - - - - (303) 443-2505 Fax (30J) 443- 5507 3BEF3.9 COOK GENINI GC-240 100 . 125' 65 WATTS 1200 1 15 10 3R EXHAUST�TM 22 BATH EXHAUST fAN 4BE 4.4 COOK GENINI GC-240 100 125' - 6S WATfS 1200 - - 115 � 0 4 EXMnUS�� 22 _ BATH EXHAUST FAN --- - - - MAKE UP AIR UNIT SCHEDULE - - - - - - -- - - - - - - - - - - - -- - t�N2K MFR. de MODEL CFN E.W.T. l W.T. hLT. M8M BHP ELECTRiCAL RPN WEIGHT REMARKS , OUTPUT HP VOITS PNASE MUA- t TR�wE T-SERIES � 10 4000 � gg � 5p 305 208 30 } HOT WATER UNIT HEATER SCHEDULE (� NARK AAFR. dc MODEL CFA1 CAPACITY GPN E.W.L �.W.T. H.P. ELECTRICAL WEIGHT RENARKS MBH �VOLTS PHASE HOT WATER BASEBOARD SCHEDULE UH 1 - 5 STERUNG HS - 12D 1600 64 5.5 195 160 1 /12 115 to 55 CARAGE / WPD = 0.39FT N20 Qt � - MARK NFR. dc NODEL ENTERiNG AVERAGE ELEMENT BTUH/LIN.Ff. TOTn1 �P� REMARKS - - - - - - - - - - - - - - O WATER WATER BT�H FT UH - 6 STERUNG HS- 11BA 420 12.5 1 .0 195 160 1 /12 115 10 p5 ELEC. ROOM TEIdP. TENP. ROWS TUBE FIN SIZE WPD � 2.2Ff H20 Ot Q . 2 -3/4 x _ _ ._ _ - - - - - - _ _ _ -- --- -- -- - - -- - -- --- - ---- � Q 88- 1 STERLING SENIOR 195 190 55 3/4 595 Q ab � MECM. ROOM � 2 _ � �z UH -7 STERLING MS- 108A 210 5.4 0.8 195 160 1 /12 115 10 25 I WPD � 0.8fT M20 Qi � --- -- - - - - - - -- . - - -- - - - -- - - -- - - _ - - O � �µ F� �� g� POOL ROON UH-8 STERLING HS- 118A 420 12.5 1 .0 195 160 1 /12 115 to 25 � O2 SEE PLM1 FOR TOTAL LENGTH AND CAPnCITY. M�PD � 2.2Ff H20 O1 ( � v __ _ ---- - - - _ UH -9 STERLING HS- IOBA 210 5.4 0.8 195 160 1 /12 115 10 p5 TWISH ROOM � - o.e� Hzo p U - - - - - - - - - - - - -- - - _ - - - - --�- - -- I� CUH- 1 STERUNG C- 1160-03 300 18.5 1 .5 195 160 1 /12 115 70 � 2 � STaR � 1 , CEILING NOUNTED UNIT. WPD � 0.26iT H20 Ot J - - - - - - - - - _ � CUH -2 STERLING RW- 1120-03 300 18.5 1 .5 195 160 1 /12 1 � 5 to 121 STaR /2 - FLOOR 1 , RECESSED WALL Q - ' - - - - - _ _ - - - - - -- - - -- -- - - - - - WPD � 0.26Ff H20 1Q - -- _ ( n � CORRIDOR - FLOOR 1 , RECESSED WALL. U / ' FORCED- DRAFT BOILER SCHEDULE �UH -3Ac4 STERLING RW- 1120-03 � , 8.5 � s 195 � � , ,, 2 „ s , v , z , � WPD � 0.28fT H20 Ot � MARK MFR. At MODEL INPUT GAS ALT. N8H G.P.N. E.W.7. L. W.T. FAN ELECTRICAL WORK REUEF WEIGHT REMARKS � � - � - � - - �� --- - - � - - - - - � - � � - - -- -- - -- - -� - - - ---- - � � - - - - - - � -- � - - � - - - � - - - - �- - - -- -� � I , EIEVATOR LOBBY - CARMGE, RECESSED WALL. MBH PRESS. OUTPUT H.P. PRESS. vALVE CUH -5 STERLtNC Rw- 1120-03 300 18.5 15 195 160 1 /12 11S ts 121 i i wLTS PHASE SETfING WPD = 0.26Ff H20 Qi - - i HOT WATER - BUILOING. � - � - � - - � � -- � - � � - - - - -- - - � - - - - -- � - - - - � -� SKI SiORI�E - LEVEL 1 . RECESSED CEJLINC. I � I � B - � WE�L - MCLAIN BG888WF 2396 1 /2/ 1904 110 160 195 2 208 30 - - 46� iNCIUDE HiGH nLTi1UDE BURNER CUM -fi STERLING RC - 1200-02 200 15.0 1 .0 19S 160 1 /12 115 10 � z1 WPD = 0.26FT H20 Q1 I - - - - - _ _ - - - - - - - - - - - - - - - - � i B -2 wEIL- NCWN BG888wF 2396 1 /2 / 1904 1 � 0 160 � 95 2 208 30 - - 46a0 �T wnTER - BUiIDiNG ENTR�wCE LOBHY - RECESSED CEIUNG. iHCIUDE HiGM ALi17U0E BURNER. CUH -7 STER�NG RC- 7200-02 300 18.5 1 .5 195 160 1 /12 115 lv � Z � WPO = 0.26Fi H20 Qt i i 8- 3 WEIL- AICWN BG1088WF J103 1 /2/ 2452 140 180 19S 5 208 30 - - 5? 10 SNOW MELi BOiLER. i � iNCIUDE r+iGr+ ,�TITUDE BURNER. i { `�� vRONDE NITH INIECRPI T}iERNOSTAT PUMP SCHEDULE - MPRK MFR. �c NODEL SERVICE FLUID CPN T.H .D. R.P. N. B.H. P. ELECTRIG�1 WEtGHT REIJARKS � KICK SPACE HEATER H.P. VOLTS PH�E , MAFtK MFF2. k MODEL BTUH G.P.M. ELECTRICAL REMARKS 5 208 3O P- 1 ,2 TACO BOiLER P. C�L COL 110 35' ,��.��,. '. VOLTS PHlSE �NPS - - - - - _ -- - - - _ _ - � P-3,4 T�� SNOW MELT 40� 190 75� 5 208 ao Revisions: . KS- 1 BEACON MORRIS K - 42 3300 1 .0 110 10 O.S BATriR00M HEATER P. CLYCOL 509� DD SET i ; 9 - 26 - 97 90� PROGRESS SET ' ; 10- 31 - 97 I I I � PERMIT SET � i 11 - 7- 97 ; � AIR DEVICE SCHEDULE P�COD N K SI IF RE ' ) � � N�RK NFR. d� NODEL FACE SIZE CEILING iYPE VOIUME DnHPER USE FlNISM FRANE REMARKS TYPE i i MIVV. C-QUIPMENT SCHEDULE A - - - TfTUS 350R1- -- PER PLWS GW- BD. YE5 - ---- D(MAUST -- - wHiTE - - - 1 - - - - - - I MPRK MFR. d� MODEL DESCR�PTION B TiTUS TDC 9x9 GYP. BD YES SUPPLY WHfTE 1 - - C 11TUS NL- 38 - J' LONG CYP. BD. - NO SUPPLY - - WMRE - -- - 1 - - LINEJ�R S�OT, 2 SLO1S, 3/4� S�OT - - I �) CAC03 PACKACED 55 CQ. CLYCOL FEEDER W/ LOW LEVEI -- - - - - - - - - - --- - - - - - - - - - -- - - - - - - - -- / � CF- 1 ,2 GIYCOI FEEDER � PRESSURE CONTROLLER a�IPRN, PUNP _ dc PRV. 1 i 5V/1 i. 1 /2 HP. 15A D T1TU5 300RL PER PUNS GYP. BD YES SUPPLY WMITE 1 / - - - - - -- - � HORIZONTAL FAN COIL 2 ROW N.W_ COIL FC - 1 �NTERNATIONAL CPY-OD 1 .5 GPM, 25 A18H. ESP� 1 /4'. - -- - ---- --- _ . --- - - -- _ - - -- - -- -- - - - _ - P. D. =0.55'H2O. 115V 10 - - - - - - - - - I � _�--_ --- - - - --- - - . . - -- � . _�._ ��-- _ �..__ - � GAS FfF�PLACE SCH�DULE � Date: 9 /26 /97 MARK NFR. Q� A10DEL DESCRIPT�ON Project No: Z0209 pVFP NAIESTIC G338 �il. CLUB UN11S 36� DiRECT �EM FlREPLNCE - 27 NBM I �v�v - wu�nc ca3o - - - - r�u r+o� ur,� - - - - - Drown by. JCF l 30� DiRECf VENT fIREPLNCE - 21 MBH - - - - - - -- - -- - - - - - - - - - Checked by. ; I GlF- 1 MMESTIC NSF42 LOBBY/LOUNG ARF1� - ' 42' DOUBLE SIDED SEE T1IROUGH - 3S NBH � �� , . � � � - - - - - - - -- - - - - -- - - - - - � JCi� � � .�' _ _ � Sr, eet � of 11 ENTRWCE L086Y " -' -� CLF- 2 NAlE5T1C SH38 36" C/S LOG FIREPLNCE - 30 MBH � � � NO SCALt n _ z-.� , i I �� i 1�11 . 1 � � A �, � C�COPYRIGHT � z : , ::' Pierce , �A � � Segerberg & � � �� Associates � �IMIUAL NR 51'MBOL A�R DESCRIPfION SYYBpL ABBR DESCRIPTI(�1 Sl'1/BOL PBBR DFSCRIPTION � �"T �� — ,,,� — � � .,� �Y --�a_ a„f �� O ��, � A r c h i t e c t s I � � � - - -- �---- �« � .,,� � ---ao-- � �,� I = � ��, I P . C. — A. I . A . 4� I — ais — as oufv v,m+ suxr —�}— a[a w�� om�i /eRCHITECTURE � ?-- - �- I - - - cHR-- - pn num r,m+ azn,wi � — eur�nv v�� py� PLANNING o �ptp� �r ��„ � � INTERIORS - a - � � �T �� O � � � � � AUTO AIR VENT � Q -- � CR - � - - CR Cp�OSER nETUa ---r— 8Hi wlK � O�oNC�qL SPM-N � CliECK VALVE r— Ir--VV-� I — LPS — LPS W/ PN6S11aE SiFAY —w 1106f OD OANY MLVF `�_ CDMCx SPM-�I A101n Offfos � �p � �� P� 1000 South Frontaq� Roo6 Wstt AIR SEPARATOR - � - � �� S�� rt��x VOI, Colorodo 81657 MITH STR/�NER TM: 970�476-4�33 I ' REDUCER 4' - - - NPC -- - 1pC �h � elo��r vrv[ �� mwprt 9rNa1 �ax: 97d/476-4608 F— � Rt�E ouCr CiRCUR SETTER �, - � - � a� �h � ti��pEr�onw�rt� i PUNP — � 9 AS- 1 � Z — D — D EDtI�[7rt Obw � v1ES�AE C�uGE � yp�D ONFtF I 16� WazN$. � � 3pM pRV 30/ PRV TEMPER,4TURE COKTROL P- 1 P- 2 3• � 3• I V�� - � - � �� ro+ �� ro � I Sulte C2 I p�nw,�pCdanj� do 90202 o v PRE5SURE — RS — 16 N6RGEJtYrt SUCIION � STCI�W �ETIER I �O«x: J0��62��1 � � GAUGE MANUAL �� A �� M� � 3/4' MOSE B188 CANNECTION - �G � �� T - p/T AIR VEHT I Bq�R I BOILER :AB!NET �JN'T MEATER I - �� - � � a ��Y - RIIP � � 1N(Ell li FOR WATER FlLL i - F� - � � a �� it6 gfR Q � B - 1 B - 2 _ GF - 1 � O "°°'os,"'�cs'E"' - � �� _�� T- 1 _ ' - � FOv - - - Fav i'tikl Ol vDrt � _ ^ � � �� TEq11DSTATIC • • • ,' III • ' ox�cna a rtt� � S—� r+ 'rn� ��—� �—� H wa � 4� I�--� � — � I — � � � �xrm euaa r oer�► s�+ a� wa � � i -.� � � � � 5541 Gntral Menue � RAIH ONLY _ � 4� I I ] P1RMG GP pt PWC � IYWI.NL Nt vDrt � AO d,CE55 DOdt Boulder. CO 80301 EXPANSION 1ANK � (303) 443-2505 I 5`.: GA�� _ Jh ,'�u:;M Win --0 PqIG tF �iT +IBOY[ FIIISIED F100R FOx (303� 4�3-5507 CHEM. POT FEEC�ER 30� G� Y��l S�� U ?! UN - - - — UC -� � � I CC COERN C9MIRACfOR UNION � � MR IlD� O�Cf10M � �� - � — CONCD(IfaC Rfl]UCER � CO�EL'f IEI� i0 (IQ IF1' DRaN vnivE w/ �� r�k ' 'ES' PL ��CS � HOSE CON!: . —�� E�� -�— U�)N90N d0�lf llE OIICItiOqK DOL9F 11C DIICItiOftic � �- Ri�E CONIECTOR . � �nECt�x� �IPRr ,-� �ur �r '. �� - - PPE NIdiOR ' PARA � � E � PUMP / BOILER / F � OOR = '�`�"' �°`" �'"�'" �" � � � � � � � � � � � TANK / GLYCO � FEED UNIT INSTALLATION 2 CABtNET UNIT HEATER PIPING � �� °� ---0 ��' � ��" � M 1 . 2 NO SCALE w'°'"'�c 2-"Y ] ,�� -� �� M 1 . 2 NO SCALE -�— rc+i ToruHn�a cn�a �� otso dicr ur � �o Ducr uv --C�--- �' �n�a n�o�`artpa ��c � wwo aicr oarn � rouio oucT oow� ---p�}— so�ow wK _�— / ^ - - -dPa--- `�� v � �„ �� ,� �� ,� � I � T v� µo _J n�i�ac� rrPr.� a�cr�wa� � H.W. CAIL � � �� t� '� 1!ltMIC YN6 � � J �� Q — - � � �,�,,�, o ��. �o __ � - ��_ , �- „�.�� P , o TREDUCER � � � � � N ,. � , - - O 4• � P/i P - � P/T ��F-s-D�ps-i�r�-� I � J \\ i {wr.: r+w�. O � �� 4+ ` CMECK VALVE v � HWR �- � - _ _- . � AUTO AIR VENT � � f �. � i � � � �T � �� _ ' � t� � i �1 � '� I r � ` ., . � , . , i � �_ l � h ' / , � , _ ' . j I q ' �� j � � I U r1 � . � � � � �� '� '� ��.� - A � ' . V , I i �� '�� !�'� I L 4- CIRCU3T SETTER J M � . 2 NO SCALE H$ k HR — MANUA� AIR VEN1 � � AIR SEPARATOR YNNS � ' ^ \ YNTH S7RAINER ( / � / f `� � �s-z 4� � ►- - - - HR - - - - fl4 — � PUMP 3U" PRESSURE I � REUEF VALvE � �_ � � I � ' 3 -WAY DIVERIING CONTROL VALVE 1 P- 3 f -- f � � --�-- ea.� v�vE � PRESSURE - � 3�4• INSIDE WALL � GAUGE MANUAL AIR VENT �f' - � _ 3/4� HOSE BIBB CANNECTION // i ' , � . . , r P/T � B00.ER � FOR w�TER FlLL. P/t , // �,' , : ' ' � � � - C - - -�- - - - ��F - • � -T - - -x • ' , � "" \ . � , B- 3 � - 2 - +N - Mc - � - - - - - - HNR - -j" OUTSIDE WK� ' I �,_ - , - HOT / � , ; _ _ _ ET-2 � WA�R Pi1 � - - DO NOT INSUtA1E THIS ~ - -----�- HWR (I-� �` I' �Z - � - MN5 � • �SIDE OF PIPE UNIT � �'`y"`� � HEAT�R ` CIRCUIT SEnER RAIN 4dLY _ - UNiON � CHEN POT FEEDER EXPnNSION TANK 55 GAI.LON DRUM wITH � �µN INSUUTION - 40R GLYCOL SUWTiON �—� j� �— a {�� ' i ' I ��- ' , ; � ; I . . -- �a-- rn � ca� ��ac �i , __ � _ � , _ _ , � ,�. pRAIN PAN AS SHONN AND RUN FULL SIZE TO NEARCS' L100R DRAIN SNOW MELT BOILER / PUMP / F � OOR - 4 TANK / GLYCOL FEED UNIT INSTALLATION 5 CABINET UNIT HEAI ER PiPiNG 6 PIPE tN OU7SIDE WA � � DETAI � j HUT WHTLR uNIT HE �� TER PIPING M � • 2 NO SCALE Revisions: M1 . 2 NO SCALE M � ` N ` ~ � � � � 50% DD SET M 1 . 2 NO SCALE 9 - 26 - 97 NOTE : RFFER TO CONTROL SCHEMATIC� FOR EXACT vA�vE F' ip ! tv �:; CUNF� iGUR.aT ! ON . 90� PROGRESS SET 10- 31 - 97 PERMIT SET 11 - 7- 97 , : ' �, � I � �, •� • WiRSBRO 2RWG aR a� �c ac _ � , � / �� _ - - -- iYPICAL LEYEL � I � � SUPPLY NANIFOLD , � 6,� �TM _ � TEMPERATURE C�NTROL VA� vE - ACCU- S'tTTER E%HwST VHERE INDICATED BY T .C. FLOV DESIGN, INC. � ' ' CONTRACT�R INTERLOCKED MODEL AS -OSOLS , 1 /2' � TD VA�L T -STAT. FL� V RANGE � .25 - 2.5 GPM � � � � V ! ? ELENENT I � + � - � ,� '� sMS � � � ' � / � YARSBRO 2 RWG REIURN NANIFOtD �� i � �. � — II ' ' i , � I � � = I �` � �_ . '� 1 �� , �T� W/ NPNUAL ZONE VALVE KNOB (T`IP.) �- HN5 �I�I�� I -� - HMR � F ''- ` �i �, i iJ�"J_S� /C � ---- - -- lYPICQ I.EVEL v � _� PITCFi UP � _ _i� - J , 6�i BATH ! f% ,r IXMAUST . ENCLOSURE �� ,� f yu �� - - - — -- -- - 5/8' SNOW NELT PIPING � � } � I NOlE SEE P'LMlS FOR PIPE SIffS AND AftRANGENENT Date: 9 /26 /97 � .� .. -- — � � � � ProJect No: Z0209 Drawn by. JCF SUB DUCT RISER DETAIL g GUTTER SNOW ME �T DETAII___ 10 SNOW MELT MANIFOLD DETAI � 11 HOT WATER FINTUBE RADIATION DETAI � Checked by. RD 8 M t . 2 No scru.E M 1 . 2 rvo sca� M � . 2 No sca� Sheet 2 Of 1 1 M � • 2 NO SCALE NOTE: SEE ARCH . SECTION FOR DETAIL NOTE: SEE SHEET M2 1 & M5 . 1 FOR MANIFOLD � ON GUTTER CONSTRUCTION . LOCATIONS AND � Or LOOPS . O BATH EXHAl1ST ONLY: INTERIOR OF CHPSE LINED WITH WATEF2 RESISTANT GYPSUN BOARD CONSTRUCTION BY G.C. Q BATH AND DRYER EXHAUST: INTERIOR OF CHASE UNFG w" ; � + S� 'FE 'uEru SFn: wi! a N ' '. f ��' - F � PERTURBANCES. SHAFT BY G.C. SHEETIJETAL HY RNC A � CQCOPYRIGHT i � ;' � -- - _ - - - _-- _- - - _-- - _--- - -- - _ - - ' Pierce , � Segerberg & � I Associates i Architects � ; P . C . - A. I . A . � ARCHITECTURE � i PLANNING � , INIERIORS , : I : wa� on+�. l000 s«,th Froncop. Roua w.rc ' Vol, Coloro0o 81657 T�I: 070�476-4�3.3 Fax: 97ff/476-�606 Danver Office 1817 Waz�s St. Suite C2 I � 1 ' d \ F �, � _ D�nNr. Cd odo 50202 � � ��: 3�� - �, � , . . � 5547 Csntrol Avenue Boultler, CO 80307 (303) �43- 2505 � � - Fax (303) 443-5507 / ' _ _ _ _ _ . _ _ _ . _ _ _ _ _ . _ _ :i - � . _ _ : . . _ " ' _ ' _ " : _ ,' _ . . . _ . . _ . . . . . _ . . -. _ � _ . . _ . _ _ _ 4 - - . � . . . . _ _ _ . . <_ f- • SMR SNOV MELT MANIFOLD SNO1J MEIT MANIi"�LD ' aOOL L- BO � - SNOV MELT �� MANIFpLD � ZONE F - 0.6 GPM � � UH - 1 ' � ' SNOY MELT MANiFOLD UH-3 '. �, Zp1-0E � �1 -- ?�i GPM - -- - - -- - - - ZONE I - O.I6 GPM SMS 2 ' � l ZONE G - 4.5 GPM SMS SMR ^ I I ' c � � -- - � — - - � _ ,; � � � �, � �ti � �. . �'4 � I � �� _ , � � � t/2• � �?S12• 1• , � � [ _ _ � � - _ _ . � .� � � `�`� i - �! � �' II � � , : i '_-t- - -- - _ _ � � � , , . I , , • � -- - - , , � z , _. � - - � - � - � � - - t3 -- - - � - - Ct - - � -- - - • . C+ - - - -- -- - • . -- - ---- - - -_ -_�-- - . , __ ; ,, i � � 1� � � , SMS I 13 2.4 GPM SR � '!� R RR 6 GPN 5.7 GP4 I �'1 /2' i45J QP�I��'_ = �^ 5 -0 �J6u ° - -- -- - - C_r_ - 2 1 =, = . 61 'x6t 'x48' 3.$ QFN 1 ~� 1 - 1/4 • 2 2 � . SR RR -- - �- - - 6 -- - - 5 �j - - . .. , . _ gpTfOY OF WN1 � . . . - 3 � � , � ;-�p 12 . .- - - - - -� � f-� -- -� } . . . - SLEAVE 36' AFF. GEF- 1 � 6.J GPN 73 CF!� �f� - � - - . ? � . � 1 1/ • ', 5R . -'f"� _C-' < \ uH- / ///''''''�� . UH-5 p I r ( , r- - i 57 GPw ` _,y':__ > - U1:- �—_..1��', _ �� -. W __ _ ° ��1'� �1' __ �_ - - ___Y � _ _ . - - - -G � _- , � � � - - _ - _ _ __ _ U � , - - � . . - � - - ° - - -- - ' , �� SNS H� H� � � . RR �tOx10 3/4' F -� `��'�: c � ' _ r�- � '; rc , ' � ' `< :; : � , � �---- Q . � swR � -�— Q � � sM � � � � �--- —{ � � $R RR 2 i � . , , � I _ � _ _ � .� : _ _ - _ .; .; _ - � . � - _ • 4 ✓ _ _ _ _ - ' Q o � - �� ,. �,� � , , . _ . � - �-�.<• _ _ - � : 5 CPI,T" - , p � 6 M I . ROUTE NNN RUNS T1GHf � , � Q TO �TfOU OF BEANS � f EF-3� _ �( SR �. 1- 17d' --- I ' I ►+- � �L � z ' ' ,. - _, � - - �- . -. � `- - � . ` .. _ -- - - - - - - - - - - - - - - - - - -- - -- - • - - - - - � - -. .- - -- _ ._ _. . . -- ' - - - - - - - - - 7 PN ' - . - --�} — - - - � — {�} - - r - • Q — - , - - -- - �--. Q - � � . I � 7. G n r � t0 GPII . ` , I � � .. O i � .� � � 1-IM' SR � 3' i � I � � , . , � I - - . ., s __ , i ��7' a —f — - — - - - - '� - -� - - - - - _ _ , . s_ o- . , i - -- - - - - - _ _ - I U SNOV MELT MANIFOLD\ ' � ROUTE REAWNDER OR LQOPS � 2- � YZ� ZONE J - � / TIGMT ?0 BOTTOM OF BENAS AWN PIPE RUNS PENETRAiF '� RPDVJJT FLDOR i r ZONE E - 30 GPM _ _ — _ . � ' - - - - - 2' , ^� := K� I,�G 3 - ' N2} BEAN AT CRIDUNE B HEATING (ABOVEI L L J , . - � � , �� I �:� �- - � J �: � � 1-1 /4. �� SMR � -� I . . . SMS _ �.. r V l � � � � " �- --�— -•--- MWR�— ,� � 2- 1 2' � � 3/�• g � ' '_, - SN� � MC � ' MaN ; � OLC � . � .: i-iia• �- � D i T i O 'yi l- � J � � _ _ , � � K �. I I� G � 3/4• uP ro � - �_� � - . j - - , ,- /� zor,E .; .,! � � , � � :y 2• , � � - � f �c- � , � I � j ! J ' � ' — - — - -`"� ..- � , � { � , � � �,e. � ' � � � � ; �-. _ - - - � � ' � • - - � 1 � SMS �R � � _ i� � �' � � � /� ` - � - - � �• �� //I � . . . . , i ., I � L� _.�- - � H� - - - � - . � '�' �i �LI � � ti _ � _ . / �._� ' � � � � \ . . - � . , � , . ' - - — �� i - - � � � , � - . . _ _ _ -�'� . . _ - . . . . i - - --- - -- -- - -- - - � . . . , . . . . � . , �Q-- - _ , , ._ . . - _ . _ . . _ . . � . - � - - - -- - - - �- . � �- - - _ i � • � � [} [�- � � � � - - _- {�J � � _ - � ; ' � �- � . _ . � �- � �,. �, � � - .,,, � �, i � �. , � � � �� ` :� , �F-s . r � - . , w � �. l � � ,^ , � � I � 1 ,1 ' 1 ' 1' 2 2' P i I SNp4' MCLT MAN . _)L � � / i - ' � � �r" �_ � I� 'I � � � � � ., - � I 3/4 ' � . 5�9 � �. .� ��UH- 1 �� 1 - ! /4' �(' ._ - - . . - _� � ��hE �� - lE�. GFH - I � � � R � I _ � � . "� 1� _ . u 5 .: � ; , \, _ _ , . i� I " � _ �., , _ II.� � TYP. � .� {, � � II� 7.5 CPIJ ' - - - � � ' - - • - 1 1 - 1 2' 9 1 -1 2• ( 1 ' -- -- � � - - - - . . / � _ . r i � ` - - - - � .. . -- - ' - � o -- - I � - - � �� - . _ - - , _, 2 ' . ' / . B.5 GPN i ��yK - � " I ` il I RR : 3 5 -- --- N� _�_� '_;,``- 6R I '\ , ^ - 10 GPN� = -- - - - — - • RR y Y ` _ - - t' UN-2 SR 24.6 GPM 6.5 CP4 ' 6•a _ , _ 6 0 - Q;11� - - - �- - - -- - _ � 7 � CPN 8 ++c ' � � -� -� ,� �- -- �\ � [� 10 � � _ . Uh_4 EF-6 TYP. - � _ __ �: �I � ' j I i � 3. GPM �.2 CPM 3.6 GPM 24.5 GPM i 1 °� ! I r � � {--- - � - - - - - . _ 5.4 - - _ _ _ _ _ - - � � � , � . - - - - - - - . . -� � �� -- . _ I� � . � - , - � , . RR . . ! � � ; - _ . - - - — . . . . RR . + �� r E� 1 - - - - — - - - RR � o - : _ � vl ' J� L kl� _ .� I . _; _ c � , - -- - - — - - - - - 5R 9 � . _ _ . - _ _ ii � � -- - - � � — - � ' cS�� '-, - _ - - _J � , , - -. ` r, gR y� : v. - , v��i� � - - -- - - - - - -- - - - . _ _ ' . _ . __ . _ _ _ _ _ / _ . _ . _ ; UH ) . .- �. �, . 8 / . � - . - - - - a�a • - � cpM 4 cvu - - - - - -- _ . Revisions: '; " � oo c 2 509� DD SET i SNOV MELT MANIFOLD SNOV MELT MANIFOLD (TYP. OF 4) . ZONE D - 25 GPM ZONE C - 25 GPM SR � RR M2 . � 9 - 26 - 97 , � � � � �"� u "E� r "�"" �� 90� PROGRESS SET i I Z[7!�E B 2:. GPM 10- 31 - 97 ; `� � ; � i ! ; i � - - � — - — _ PER �IIT SET � , t , 11 - 7 - 97 , i ', `� ; � � � , 5 ' � � 1 i � q � i;° � , � � I'� � i � i I � i , Date: 9 /26 /97 � I Project No: Z0209 I � Drawn by. JCF i Checked by. RD � GARAGE LEVE � H �iAC P � AN sheet 3 of � � M2 . ' SCALE : 1 /S " = 1 ' - 0 ., � 2 . 1 �: A � CQCOPYRIGHT . . . , . . . _ . : , . - , � , ._. _,.;.,,.. .: , �_ . . �, - - . . . . .. � , . _ . _< ° � - � . �� - . : .. . . , . .,. _ . . v.� :�'r — _ _' _ — . _ '—_ _ —' _ '—_ _— __ __ _ iu_ ___ ____ _ sriytV � Q"li_r_:'��.i�A�_�!dc_. _ __ ____' —' _ - - - - - - -- - - - -- -- - ---- - — Pierce , Segerberg & - Associates Arch itects P . C . - A. I . A. ARCHITECTURE PLANNING INTERIORS Moin OMce 1000 South Frontoq� Rood W�rt VoA, Colorodo E1637 Td: 970/476-4�3.3 Fax: 970/476-�60e D�nw OHlcs 1817 1M�M St. - _ - � Sulte C2 D�nv�r.3 pC3d�apuy3do �802g02 fmc: 303/623-2262 _ ' �� C� �3IN �C� N � , . : . . 5541 Cantrai Avenue BoUltler, CO 80301 � � �. __ � - - - - —_. . �� (303) �43-2505 Fa■ (.303) 443-5507 � � - - - - - - - - -� I � � \ � � i � / � � 1 ~ � I � , .- - � � - -- - � - -- - - - - - - - - - -- - � - � . ,- -- _ _ _� _ - � - � � � x � � - - - - - - -- - -- - - SMS $MR 8'o DIRECi vENT /-e'� qRECT vEN' 1 / \ � i � 5MS wrrr. w�u c� // wnH w�; � Gw SI�S SMR , � ( / � I � • I L = - II - - . - „_ - _ _ � , z _ � 8 / B J 3 - / _ _ — — — — — �: RR _� i0� , I � SR RR � — � � y ' I : � - — - — - — - — — � — � \ y , 1 f - - /� � _ - - - - r y� r - � _ — � _ _ _ _ -�; � _ ^ � _ - . . •- - - — -- - - -- -- - � - - • , - - - - - � � . - e , � '� � 4 4 SR SMS� ` ' ' . . 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OF 2) � � � -� � X8 _ ;' � A %8 � - - - � �TYP 0 ) � � � iI ' ' 1 — � � 'i � � 100 CFN , ' , — ' = Q � � 100 CfM � �—^ / SR �1 � . . I � . � �T : r`- T - -i � I t, � � _ 12 �y i� . . r�. r - . ' - - - � -- i r� � -�-f� � • ... . . . .. . - - " ��/ `� - - - � � �i�--. � �, , , '� �" � (..,+ � ; �. . - — - rn �_ � , ll � -. .. p - n , '�. _ . � , - � <-- — . . �� . � . - � � �l � � � ,�� 't - - - � � � - - � ` �� ` �� c� � � � , . , oXs J � � � � � _r �i� �� \ � '� � ' � � � � _� _ '� r . - � � � � �I� � � � �, D � , .-, .-� T ' y � _ � � —`t_� � a X CPM �f . � � ' y rt � 1 X8 CFM �\_ . �_ i 2 ( 20 CFN ) � �' �" ; A x _ y �� r `r; /�i . A 100 CP►A 3 `� - _ � o- _) , � •� r� _O 6•0 • � f� ^ IYP. OF 4 O i 50 CFM 6•o I!:a;:p ( ;, //;; , I �5 � � _ i � `-� a � / � 6'a 8'° 6.p y 4 0 � , b.a 6'0� _ ' � � LOGIED �t _ - - , '` - ; , � . ✓, 7 ! t /d ` . � �{ FLOORBOARD RA GRILLS. y �� '�� ° - - i . . 1 . - _ : � - �i � �LHOR LEIiEL . - � -' - - - :� • . - F:.--i�1 'j - - - -_ �� - - a�-a�+-� _—. . i��r 11SE .. _. < - . ,F_ fiu . U . - . . - . � � . .. . � � �� - ' � . . _ . . - INTO CE4�NG PLENUM �' � — F . e - - iMALL J3 &.4 PLEHUM - � � - - - - - - - � - � :. . -- x - -- -- �- 24x10 � X �. �;,J � SOFf1T USED IS Q J � � i � 100 CFM �4�� 50 CFM , I . RA PLENUN � `. .\ �'tJ / � rr_-� 20�x10� TRMISFfR OPENING %_ � r n f• \ , L, { , � � �N� � � --- � U � � � � t � � , � � � „ FC� 1 -�- 0 � � ��_ � i ,� J � „ a� � - � � � � / � -/ � � i5x9 � Ii 3 c, � / i �, - � / � r � 1 Y � � � � ' � � � . . _ . . 8�0 � , ��, � � � � � ` . — _ -_� - . . �. , r / _ . . • . . - . . i �1 � _y . . . . " , \ . / � , , _ ' . 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' g k��. . ,:�f �r _� — — — — ---I i i ;;i .. ..r.�:i�_ a;.. � " , ' '� _. - Revisions: �� ---=tiP , SR �,�. ; ,}--jr sli .� 'f�—; . �-;:,�_ s•a c� � 50% DD SET d�.� i. . - - ::3 ' ta WKL G�P � � ! 9 - 26 - 97 RR � 909� PROGRESS SET � 10- 31 - 97 J . - - - - - - - �-- - - i �� i _- � � _�t' - -- - — � -� �i;. - - - - - PERMIT SET }--- - — - a � ; I 11 - 7- 97 ; . , � . . � _ . , µ. \ � — , �/ � � �.AN Nor�s O1 WRAP COMBUSf10N NR DUCT WfiH 1 ' FlBERGUSS �NSUU�TION. 2O SNOW MELT BOUNDARY. AIB - NMIIFOLD BOX LOCA710N IN SOFFI7 BELOW DECK LOCATION. (tl crcri crucmennu ocurm�nrw cnc K rorr ci�r cunwu cii � Date: 9 /26 /97 Project No: Z0209 Drawn by. JCF Checked by. RD Sheet 4 Of � � � FIRST LEVEL HVAC PLAN M2 . 2 SCALE : 1 /8" = 1 ' - 0" A M 2 . 2 C� COPYRIGHT - -- - --- - - -- - - -- -__ - - - - - - - -- - - - -- - - -- - - --- - ------ - -- - - - - _ _ _ - --- - - -- -- - - - - - -- - - - - - - - - - - - ----- - - - — - - - - -- ---- - - - --- -- - I, Pierce , ! Segerberg & Associates Architects P . C. - A . I . A. ARCHITECTURE PLANNING INIERIORS MoM OrM1ce 1000 SouN Frontoq� Rood WNt � VoA. Cdorodo 81657 TM: 970 476-4�J.S Fax: 97 /476-4608 _ Oanwr OMcv - - _ ' : 1617 Wc2N St. � Sults C2 D�nvK. Cd odo 80202 d�: �� _. - � f� { NSC_� � ,�� . - � � �.. ; . - _ � � � _ , � SS41 Gentra � Avenue Boulder. CO 80301 (30J) 443-2505 Fo� (303) 443- 5507 8"o CNRE �_' VEN' , � WI7H WM.L CN% . . . , . . . . . . _ . . � — - - - - � . 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(� -� _ _ _ _ _ _ - — _ . - . _ __ . � _ . _ - __ _ _ _ ' ' , , - RR e _� . _ _ - - - - — - - � � Revisions: - � � 6' � �- _ . „ � RR 50� DD SET � B'� OIRECT �EHT� 12' ' 9 - 26 - 97 � wm+ w,u � c� , 90% PROGRESS SET -� - - - - - � - - - - - - - - 10- 31 - 97 - - • - - - -- - - -- - -- - - — - - --� -- PERMIT SET . - - `'� 11 - 7 - 97 - _ ', � ; ,� � � ( PLAN NOTES Oj PROVIDE w�W. Gw WIiH BACKDRnFt DAMPER AT ExiER, -�� PENEfRAT10N. O2 SNOW AIELT BOUNDAKY. NB - SNOW NELT NANIFOLD P-�.: y . �� <' i. ':• IN SOFFlT BELOW DECK. O3 STEFL PENETRATI'Jh ^E ^� iiR?LOh S�ZE �S uJC' SiZC SH'vW�: PWS ONE ADDITi0NP1 iNCh Date: 9 /26 /97 Pro ject No: Z0209 Drawn by. JCF Checked by. RD Sheet 7 Of 1 1 � F OUKTH FLOOR HVAC ° � � N M2 . 5 crr��_ F : 1 !8 " = 1 ' - 0 " � � ■ � A C� COPYRIGHT �:., . .. ':x-��'� i� . - - -- -- --- - - - - - - - - - - --- --- - ---- -- -- -- - Pierce , Segerberg & Associates Architects P . C . - A. I . A . ARCHITECTURE PLANNING INTERIORS MOIn Of11cs 1000 SouUi Frontop� Rood West Vap, Cdoro6o 81657 TN: 970/476-4433 Fax: 970/4�6-4606 O�nv�er Offlce _ - ' 1617 Waz�e St. Suits C2 � � �� _ = F�•30S/623-2262 2 i ' V � � 1 1 J � i �f ; � • , � 5541 Gentroi �venue Boulder, CO 80301 (303) 443- 2505 Fa■ (30J) N3-5507 ( 1 f: _- -- ,�,�. .� JMS SM �,� � M ? ' � p 3 3 � ) � � �. � � - If . - - - - - - '-�� 1 �.__� ---- -, \i•\\ . t- - - ,y_ � -. . . . . � , _ . . . . - - - . ,� t� - . . . --- � -.� - - . _ . �+ . � .. .� . . � - - - -.,�. � - - �. � � � - � ' . , _ � . __ - ` _- -- - - -• . -• - - �J ' ' - - - ./- � - ' . _ � _+ - '�. �' , \ - _ �� i . - / . � a . � - - — - - — -- — — �-- - . � \\' �� ' - ,� ' � - - - - • - - -r � - � ' - i� - - . . -T �- r�, � � "��_ � SMS � : - - - - - - - - - - - _- . . i.. . � _�__---- - - _. . . o- -� --! __-- ; - - --� - . . _ . . . " �� i f i i � i � , . . � '___\\��,� — 4 � i I ` Oi '1T . . .. 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I � , ; . - . _ _ _ _ - - - - � o - - - - _ _ . - - � - ._ _ ± - � � - _ - -- - -- - - _ � � I . . . _ . _ c - - - > � I I I . -- � � O - - (�' � . ._ �- - - - -- � - - � - �-- - - �• ' : . . . � • ____ _ - - - _. : ` � � ` � � - • � - - - - - - .- --- , - - - - -� - � - - - - • -, - r `"_ - - � I � � �j, -- - - - - --. ' ,� _ ` - y ,., ^' - ' i — - — - - — - - . . . . _ I I -.- _-- _ . , _ Y -. - _ . - - - - -- - -- - - _ - — - . ---- ± , - , - - - - � � - - - - ' -- - - - - - - - ' — - - - - - - - � - - - - - � - i - � . - - rc , , . � I ) � � � � _ � _ - -- -- . _ _ ._ _ � _ _� _ - -- - - - - = ` � . � --- - � t --- —�- - I";' I - �--- -� , y } - . ' � � .� � _ . . I � � , � : . �. /� � _ ' — �_ _ f I I i " � �/ I ' _'__ -- — _ —_ _ - i _ — — . _ - __ _ — ' _ _ _ _ _ _ — _ _ L �_ _ _ _ _ _ --r.-- _— _=�r� .. I _ __ ' - - _ _ - _ _' . __ _- -_ _ __ - ' -_ _ ' -„- _ ___�. _ -- _ _-- - — i i I �� - � � �'j '' - - - - - - r - � ' - �-'1�, L1-r i i , /'_ . `J �- T' _._ __�- -- - -�'?_—_� { - - _ ; G. .. Revisions: I �� , � � � % � � 50� DD SET _ . . . �� / � '-: ��_ _ _ ; 9 - 26 - 97 � �� 90� PROGRESS SET ; � � ; �. � % �. � 10- 31 - 97 . _ _ : : ' t _ _ ` PERMIT SET \ -- , - - - -- - - I - - _ i _ I I ! I 11 - 7 - 97 _ � PLAN NOTE3 t t,'l11?ER SNOW NELT NANiFOLD BOX. FJ�CM BOX IS �ED BY 1 /2' � p O CpPPER PIPE FRON 3/4' NAIN SNS k SMR RUNS. SEE DETAfLS M9L M7� M � 2 �' � / i � \ Date: 9 /26 /97 Project No: Z0209 Drawn by. JCF fChecked by. RD Sheet 8 Of 1 1 � ROOF LEVE � HVAC PLAN M � � sc �,i E : � /� ° = i ' - o ° - M 2 . 6 A CQCOPYRIGHT � - - — -- -- - -- - -- — - - -- -- -- - - - - - - . . . . . . _ _ . . - . - - - - - - . . _ . _ . .: - . r . ._ _ . .__ . .. . . - -s - �� . - . _.. . , , . . _ . - - - . -•�, - - .:,_. .�.v-� - a�q-^cszs,-�➢iv�..R-�Ac . 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RM I � I I I � 2Y�' d� 2lh"}' � � � I � � � � � � H,� I � > � � � � I I �� „�� HN5 H� 2• I 1 I I HWS �� Sw 3• LL - - J - - - 1- - - � -�- - - - - hiWR - - L _ _ - �1 - - - - - HV+Ft - -��: '_ - _ � - HWS � �. --�-c;- �- H1Mt - '- - 2• //� - - - � __ __ HNit �-- - - - - - -- - __ __I- - _ - - - - _ti.-- - � - - - - HWR �-- - - - 3. � I L3. \ I H1K2 �-- -�- "_ - - -� 1W' - - - - � - - - - - _' - �- Z� _ 114" CONNECTION CLOSING LOOP I 4' 4' `-- 14h� CONNECTION RWTED IN CENJNG AREP. ClO51NG LOOP. OF CARAGE LEVEL. SEE PLAh I M� t FOR DISTRIBUTION ROI:TING � HOT WATER BASEBOARD RISER CIAGRAP�1 Revisions: M3 . 1 NO SCALE 50% DD SET 9 - 26 - 97 90� PROGRESS SET 10- 31 - 97 �F(]IIFN[F OP OPERATION 8 UNIT HFATER> J RAD!ANT HEATING SYSTLN ABOVE PAFtKING ENTRYM'/+Y Fi . ' CONTRO� S40UENCE OF OFERATION PERMIT SET 1 . BOILER HEAl1NC 515iEN• � � rdN 1 :, ur,;NtNti SE. �V�JM' 8. 1 t wou NOUntED HEAnNG THEtti,+� ,1 aT C'r;.�. ES a. � CpNTRpI SEQUENCE OF OPERATION 11 - 7- 97 t i CONiROL SEOUENCE OF OPERATION 3. 1 . 1 1}1E CONTROL SYSTEA� REGUU'�E5 TNE HW SUPPLY TENPFRATURE BY NODUUTINC THE 4-WAY VALVE BY RESETTING THE SUPPLY 9 ��p �UTION: 1 . 1 . 1 NMEN THE OA TEMP RiSES AB01�E 65F: WATER TEIIPERNTURE 815m OP� THE 0� TENP IWD THE SUB TEMP. 1 . 1 . 1 .1 PUMP- 1 WILL START. IF PUMP- 1 FNLS, PUMP- T WILL START• 3.1 .2 THE PUMP IS SH111 DOMTI M7D THE VALVE IS CLOSED MMEN 7HERE IS NO HEAT DEMAND S�CNAL OR NM1iEN 1HE OA TENP IS WARM 9 . 1 ��O�W� NOrUNTED EA�NGON�RMCSin ' CY;:;.E � E3B�% va: VE T(? FiNN?Nh SE7VOiNT . � 1 t .y THE LEAp BOtLER W�LL BE ENPBLED ONCE A PUMP STAlUS IS PROVEN. ENpUGH SO TMAT THE S'SiEN NO LONGER REQUiRES HEAT (WWSO). 3. 1 .3 THE PUMP RUNS CAHSTPMLY WHEN A ZUNE COMTROL IS SE�ECTED MAl(�MUM SUPPLY TEMP AND NIN. BOitFN RETURN � 0. SPA AND POOL 1 . 1 .2 WMEN THE OA TENP FN15 BELOW BO'F: TEMP CAN BE UTIUZED TO AIAINTNN PROIECT�ON OF SYSTEM CONPONENTS. ip t CONTROL SPECIf1CAT10hS� 1 . 1 .2. 1 80TH HW PUAtPS 1M�LL STNi'T. 3. 1 .4 C01(iROt SAFETIES (INTECRAI WiTt1 TEIOU�R C�M�011�R). 7ME SPA AND POOL CON'RnCTUf� Wi� �M� Zf �:�C w„ �. � '- .. �hC?F' SiUE OF h[ �! Ex� �N,ANG�� AN[.- PH';JIDE AN� � � ,y.� 7HE �E/L� BOILER WILL BE ENABLm ONCE A PUMP STATUS IS PROVEN. 3. 1 .5 YA%. SUPPLY TENP. THE CONTROLLER UMfTS THE RADWdTT MWS 10 140'F TO PREVFNT iUBING PNO SLPB S7R6S NECESSARY PUNPS, VALVES, CONikO� ` A5 REOU�RED '� Mu;`- A^� G' LR^ ' i0!+A� Sh1FN N T� C i^�VO� VCMCNi 1 1 .3 MMEN THE OA TEMP F►LLS BELOW 20'F OR THE HYYS TENP fALLS BELOW 150'F (2QF DEADBAND): 3. 1 .6 YIN. B04ER RETURN TEMP: THE CON1R011ER L1M1T$ THE BLR HWR TO 120F 70 PRE�'EP(T BOILER SHOCK. 3, 1 .7 MEATING CURVE SE111NG• RESEfS �EH Hw5 TFl.1P iNVERSELY PROPORfpN�l � TME OA TENP. ii , DONESTIC HOi WATER MEAT DcCHANGER. 1 . 1 .3.1 THE UG BORER M�LL BE ENABIED. � t t !;OaTR� SFOUENCE OF ONFRn7i0ti . A/�.. 4.' tl in ;,!!n 't ",. ? P. .'i 'DN ', - �yP ' NW J4�bs iQ I: Iq�r ' NN ' �K T �NPEBA' URC 0� 14i7F 1 . 1 .4 TME lEM1 BO�LER M9LL AUTOMAi1CKLY SWAP EVERY MONDAY AT 7AN. TNROUGH A 7-DAY TINE CLOCK OR IT CAN BE NMIUALLY 4 , PARKING��aE��MH15T � OPE��N � � �_ �;k�a;, REDEFINFD THROUGH THE PANEL FACE NOUNTED BOILER lF�1D/UG SWfTCH. 4. 1 . 1 A MININUM OF TWO CA SENSORS 1NLL NONROR THE PARKINC GARAGE FOR T}i[ P 2C .� tiCE 0' �' NON''X�DE ;;A` W�i�+ TNE APPROPRIATE WPNTITY OF CO SENSORS. � 1 . 1 .5 OUIS�DE A1R DAIAPER AND NAKE UP A1R UNR INTERLOCKS: / � , � .g, � yR{Q� ,�W1' BOILER ATTENPfS TO FlRE - THE W DANPER WILL OPEN. 7HE OA DMAPER ClOSES WFiEN THE BOILER OR 4 � Z ,�� 7� CO LEVEL EXCEEDS THE 50 PPN OR THE 1WIST TIAIER iS AC1iv�fEG POWER IS OFF. 4. 1 .2. 1 THE EXHWST FAN S�ARTS 1 . 1 .5.2 ONCE iHE OA DANPER PROVES OPEN THROl1GH MI END SWITCH, THE NUA FM! N9LL RUN ON THE MPROPRIATE SPEED. q � z 2 THE C1JtPGE DOOR 1M4L OPEN 36� ABOVE THE ! �h ' ,F D � i Q0�? 1 .1 .S.J TNE NUA FAN RUNS ON LO SPEED WHEN ONE BOiIER FlRES. 4. 12.J EF RUNS UNTiL CA LEVEIS DROP. 1 . 1 .5.4 THE MUA FAN RUNS ON HI SPEED WHEN TWO OR MORE BOIlB25 FlRE. 4. 1 .2.4 SYSfEM WILL RUN FOR A NININUM OF 30 MINUttS. 1 . 1 .5.5 ALL BOILERS MALL BE D�SABLE� IF A MUA FAN FNLURE OCCURS. (PUMPS CONTINUE TO RUN) 4. 13 ALARAI OPERATION: 1 1 .6 BOILER ROON MAKE UP NR UNIT CONTROL SEQUENCE: 4.1 .3. 1 HORN ANNUNCIATES IF EF FNLS TO START OR IF CO LCvf.L EXCEEDS it{L u �,? Y( � u!�; 3� n+ ti � E:,. 1 .1 .6. 1 THE HW VALVE M�LL NODUUTE TO NA1NiNN A 60'F DISCH/J2CE NR TEA1P. �,� _32 /�LARN ttORN (FED 350) CAN BE SiIFNCED iHROUGM PUSH BUTTON SwitCr 1 . 1 .62 WFIENEVER TME CONTROL POWER GOES OFF, THE HW VALVE FNLS i0 FULL FLOW THRWGH THE COIL. 4.1 .3.3 ALARN LIGHiS (EF FNLURE OR CO E%CESSIVE LEVEL) M1LL REMNN ON Uh � ' n:.'J? u �> ,Ei ii liv^� `_ ;�! r!'F ` �� l� 4. 1 .J. 4 PRONDE ONE $UTAAIPRY MAku ('.ONTa;T FOk FUTURE RENOTE NGNITORINL 1 , 1 ,7 ALARM ANNUNCIATION LIGFITS ON PANEL FACE: 1 . 1 .7, 1 pUA1P- 1 FAILURE 5. ROOF NOUNTED NAKE UP NR UNfT SYSTEIA. 1 , iJ.2 PUMP- 2 FNLURE � . i .�.a ryW$ LO TEMP (BELOW 150'� N1J2M s. � coNr�o� seouer,cE o� o�r�no�: Dote: 9 /26 97 1 . 1 .7.4 BOILER ROON NUA FAN FNLURE (FAN DOES NOT PROvE STATUS IN 5 NINUTES). 5. 1 _ t TNE NNJ- 1 SYSTFI� SWdl H�h �'='nSinNT! r SUE3JECi TO iHE ;M'>KE Dt7ECTJR 5. 1 .2 TME SF GW NOT START UNLESS THE On DAN�ER IS C"En 1 . 1 .8 IdlRM SILENCE k RESET OPERA110Nt 5.1 .3 WHEN SF IS ON: THE HW VALVE NALLL MODULAT� TO MNN'tiN P SCH� OUTALD Da 1 [.MF IM.'EkSELY PHG '0�:.? �C^+.A. Wi� r+ TNE GA 1 , t ,g, 1 AL/�R4 HORN (FED 350) CMI BE SILENCED TMRWCH FUSH BUiTON SWfiCM. iEA1p PER THE FOLLOVANG RESEf SCHEDULE Pf0)CCt NO: ZOZOg 1 . 1 -8.2 MlYT�AIE A NEW N�1RIJ OCCURS THE HORN WILL RE- ANNUNCIATE. 0l+T � �� 1 . 1 .8.3 NJ�RM UGH15 NALL RENNN ON UNTIL NARN RESEf BUTTON IS DEPRESSm. 0'F 7UF 1 . 1 .8.4 PROWDE ONE SUAINAHY ALARM CONTACT FOR FUTURE REMOTE AIONITORING. 50"F 5�'� s. i .4 wwEw Fua is oFr riE ,+w vni�h w�u o�EN To ru� i �� F�:;w � o rric i ,w co�: a.� o� ov.�rER vnu c �cst_ Drown by. JC 2. SNOWNELT SYSTEIJ: 6. LEVEL 1 AHU-2, FC- 1 SYSTEM. Checked by. RD 2. 1 CONTROL SEQUENCE OF OPERATION 6 � �pNTROI SEQ�ENCE Of 0�'EItF? i0N p � � �p�E �,ppE; WFiEN 1HE SIAB TENP FALLS BELOW THE '�Dt1NG' SURFlCE SEZT'O�M BOTM PUMPS START, THE BOILER IS CYCLED, AND iHE 4-WAY MDfINC VALVE NODULATES TO NNNTNN 7HE IOIING SETPO�NT OF ?g'F. 6.1 . 1 WALL MOUNTEC NCAiING � � tEi�40S4T CYCLCS P�Ca71tJ; vAL'dL MC: FNJ 10 4NNT �JN SP4;;L 1F_Alf'. 2. 1 .2 SNOW NELTING MODE: ONCE PREGPITATION IS SENSED OR TME PMST T1MER IS ACT1VAlED, TEH SlAB TF1�P IS GRADU'41-Y RP15ED Sheet Q �f � 1 TO AWNTNN TNE NELTING SURF/�E SETPOINT Of 38'F. 7. E%HAUST FMIS: 2. 1 .3 CONTROL SAFETiES (INTECRN. WfTH TEKMAR CONTROLLER). 7_� �pNTROL SEOUENCE oF orERnrioN. 2. 1 .4 MAl(. SUFPLY lEMP: TNE CONTROl1-ER UMfTS 7HE SN HN5 TO 1 �W'F TO PREVENT NBINC AND SLAB STRESS. � � � �_ � Z; FANS RUN AT N1 TIMES. YnRED B'� E.C. 2. 1 .5 AIIN. BOILER RETURN TENP: THE C.CNlTROLLER UNRS iHE BLR HNAt TO 120'F TO PREVENT BOILER SHOCK. � i 2 EF_3 4 SERVE ELEC. EOUIP. ROOMS- COOUNG S1AT CYCLES RESPECIIVE EF N+D "UPENS QAJA�'ER i0 titiNTaN 80'F 2 1 .6 DELTA T NPJ( THf. CAN1R011FR UNfTS THE RATE OF HEAT TO 25F TO PREVENT TNERMAL STRESS. SPA E S��POiNT vnRED BY E C . ; 1 . � COID 'ti'FAr"�R CU� OFr M��DE. IF THF OA TFNP FALIS DELOW THF CWCO SEiP01Ni THE SNOWAIf_t � SYSTEN WILL STOP. � _ . , - ... ;�;y-,� 4 i.,i ; c µqTC!�_ a" '?FD B'`' E .0 � � � � 1 8 RI_ LA' I'Jf �r_ NCF .,Y l,1CM,E. 11E :;' �� k < < � •JN'S lH[ sC':��NUTA'• �. 0 F5fR6,Y' USA1.t IN ., _ .J � - - M �' c = ) . - � �. � ^ '�[. � ��_ ,� N' ' ; . � A ' CQCOPYRIGHT .:'7:Iy+iS�?�S �3u"��lf'si!i.� �Ti �,.�_.� �.L- a� L�M� i 'fea�-s�4'.e� � � - . "..MG�`".... . . _ : . . _ ._ • �� . ' _. � _ —` �__ _ — - _ _ _ ___ - _ . .. . _ ._ _. , .. . . __ . ' "__'___ _ —. -- - - - - -_ -- - ---- - ---- - - - --- - - - - - - - -- -- — — - Pierce , �, Segerberg & Associates ` Architects � P . C . — A. i . A . ARCHITECTURE PLANNING INTERI�RS .� i ' I I Uoln OMce � i �' i 1000 South Frontaqe Road Weat I I I VaN. Cdwodo 81657 Tei: 970/476-4�33 Fax: 97(!/476- 4608 . _ I r ' - . _. � �� 0 5 .:�"+�r" ' - _ � , � ,,� ! � Danver Office � ; � I i . � 1817 Wazse St. � �^ - - i e C2 iJ Sut ,� , � _ \ I � � i - - I T / y 3� = J, D�mer. Cdaodo 80202 — — � - - - =— — f Fadii: �01�s2� 2262 - • Y � Q � - -- - - -T � � - -- - - -- - - - --- -- --- I�: --- � � I � I � . ' � ' � � , , . , ;, � , � . , 5 � �� --�.� ` ' - : . _ _ E� C? �31 N SON . },�.� . _- - �}�------- - - � ; T00' +8 ' -B � ;rdOw '�: � _ , . � � __ - , , _ - - �-'1 ( � ', I �.� ' 8pp: +6 ' -8 - - - ,; . �� I i �'iNE 1 5 vr M I . " � , i � � , . , - - .__ ._ :a . __ _. . �.. , P ierce , _ - _ ,, - Segerberg & � -_` � Associates Architects , � - - _ \ � , --`__ � _ ` ` \�\� _ _ _ _ - - P . C . - A. I . A . .�1``� � i '_�� ARC4ITECTURE � PLANNING ��__ _ INTERIORS `--��_� �� _ � ---- - � - -- _. - -- _'� ��;: '_ _ _ ... , _ - ..\ _. _ . _ Mo�n offfce _ - _ - 1000 South Frontoq� Rood We+t . � - - _ _ Vol, Colo/rodo 81857 � 160 fmc: 97Q/476-4608 T�I: 9�0 476-M133 - Danver OMice \ �.. - . � . \ . _ -- �� ` .` � - _ � _ _ _ . - - - - �— _ _ - - - _J — ' 1 Su1Waz� St. 617 . � _ . . - _ — - - - - -� - - -- - �- _ __ - ' , - — - - - - - — - - -- ,-�- • - , Mmwr. Cd o 80202 - - , . � -- � � - _ , _ _ _ _ _ - - __ __ -- - -- - _ _ __ _ -- - - - -- - - " __ __ _ _ - _ - �=-�;�., da: ��z � _ - -- - - - - - _ - - -- _�_ - _ - — — -- �_- �� . - - ---- -- - - -` ! _ — _ _ - - -- -- f_----- - � -: . - - ---- - - -- ,�. , . _-� ��-�� _ � .,� - -- — -- - -- - . _ - - --- - -- -- - .-� • . . . - - - - - -- - ,-�, _ —l_'� 'y , , � tc . . � � - - - - -- - � - /�- � ve , - - - - - � � -- - � - -�� - - . - -` , r n�I A ��e , , � z, SSa t Ce l 1 - _ _ - . __ . _ _ T '- . BoWGer. 803 - - . - - -- -- �G'. . 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U1ECK VALVE -� DSP ppWN$POtlf NOZZLt i0¢0 9�iuth Frontd e R�rad I:.eet � 125 PSIG INLET k Tml 9�Pr��6 _ 4433 � HWC DOMESTIC NfiT WATER i / BO PSIG OUTIET PRESS. AT 7 P��r, I hc8 ri t� - - � ( \ 2Nt" i i FALL -C1FF REGULA70R PRESS. �W— W W�E PIPING i � I � � SOLENOID VAIVE V1Ft VENT THROUGH F �'?� �, J L � Fa, � s,r. _ ,� j � lYN'L+=1 � ; --�- PRV PRESSURE REWCING � -(�- � � I i ' �A1E YALVEdtVALVt FiC'�!. i ° CLOTHES WASNER _ _ _ _ � Y SANITARY VENT PoPING ' VALYE I I � W;' EKTENSION Tp (:naD� � I � SUPPLY k DRAIN BOX � � � REMARKS ; � �- � ��K � I � � - �" fD SIZE VENT SIZE - RDL - RDL I RpOF DRAIN IfADER I --�N - WATER MEIEH � Gs�. �r C°a :ce i ?" —_ 1 � ! � f61� USZea _t I � � � +L�- BFP REWCED PRESSURE I 5utee G" i �"GiA. x 30` HtGH �- PRV (HIGN FLOW) 70 GPM 2" 1th' � OFD IpVERfLOW DRAIN , ' � �T` � 125 P9G tNLET & BACKFLOW PRiJENTER I -�- GA$ METER , Genv�r, Colorea.^. BEI�%: � STANOP�PE IN WALL 2. 70 PSIG OUTLE f PP.ESS. AT � PgIG I I �I Tal: 303/b.'3 - :'5^• � r � -�� 3� Z� - - ST - - ST STORM SEY/ER QNSIDE BLB�.) � Fax. 303/bi3-2.6: x �� FAII-OFF REGULATOR PRES5 � ' '� ( � TB iHRUSi E�QC�h I� ---� 2 " W( i) -- � �� — � r _ � 4" 2� - - SD - - SD STORM DRNN (WTSIDE BLDG.) � � � I � - - - "" ! uM80 � " - Y.'L�@=� 6" 3" ♦ FITTING --�� FLOOR 1 - G(X) - G WAURAL CAS (INCFiES W C_) I � 8 �RERIC VACUU►1 � I � �� e fOIHI �I Y•" � �r♦ -� 1 r --HFP F-� t -- CJM. WATER li � ' IUR)b� Til BUILDING F�ROVIDE FULL SIZE CLEANOUT WFiEN ON - A( %X) - A COMPRESSED AIR PSIG • CB CATrN Bq51N I F � � I .. 'NA jTE � ---- 1 � � ) SA SHOCH ARRESTER � . / F . � Y F - TkAP JJnff�-.� METCR � L 3"RFBFP .RADE AND MORE 1HAN 5'-0� FRUM I W/ ISOLNiION VALVE I L_, �_ InC. W/ CLEANOUT iN�; ' P.LI P F L !?CAL ti!PIN , — IRR — iRR IRRICATION WATER FOR PLANfERS I ; I . � � ra �, u ,,,. � ' haDa' �'� . 'Cj ��POVIpE MINIMUM 2" VfNT IF BELOW � � VALVE/�MP RELIEF , ,. ., I I �.,� ,� ,� ti �. �i. �:.' J I �,FDD� — NI — IW . INDIRECT W/STE - - i ' RISEk LEiiFR — IU — I ID i INDiRCCT DFiUN �~— `�NER X , DESIGNATION WATER PRESSURE REDUCING / --y— IPRROW IN LINE INDICATE$ �— UNiON PX . X i 5 EET �� T41� I I FLOOR DRAIN SHOWER pREC�ON OF FLOw ,E � ��RT E�A7��N � j I W A S H E R W A LL BOX PIPING DETAIL S T A T I O N / M E T E R D E T A I L WASTE AND V ENT ISOMETRIC IARROW PARALLEL TO LINE �' PRESS�RE �E I , i <.� f 'd� �'.iF -� � INDICaT6 PITCH DOWN i r ,� . ,�� . . N�",ti , � NIC � NOT IN CONTRACT - � - �---�--�- REA104E EXiSTMM. I I, i THERMOMETER , AFF � ABOVE FINISHED F !. •"'!' i , ----(� PIPINC UP � � AP ACCESS PANEL ' I � PIPING DOWN � FIfX�BLE COMNECiOR I CC GENERAL CONTRACI•!u i I i I MC MECHANtG41 CONTIb1�' f 0� � ] PIPING CAP OR PLUG I AD AREA DHAIN � EG ELECTRIGL CONiRACTOk � I I FPC FlRE PROTEC7i0N !i —�{+ � WN I WAIL FfYDRANT � FD fL00R DRfJN � CONTRACTOR I �� I I j NEC KlTCHEN fRUIPMENi j ' I --�- I HB HOSE BIBP I � � FLOOR SINK �IkITRp�7pR I � � i � WT$ i NpT TO SCALE � ' BALANCING vAWE � � FIXTURE Ok �RAIN TRAP ' � I �! � NO I NOFMALLY OPEN � I RD ROOF DRAIN NC NORWLLY CLOSEO � � I BALL VALVE � � �R � C COMIAON �� J GAfE �ALVE i OVERFLOW OFtAIN � � ��$ . � (E) � DQS7�NC � � -�- ' BUTfERRY VALVE I e SCO SURFACE CLEANOUT � (N) � NEW I I � SEAL ALL PIPE PENEiPATIONS � � i � � wnTEkn�NT - VAC - VAC VACUUAI j Q RQ FLOOR GLEANOUT : DN DOWN � ! i � ',EE PLANS FOR PIPE SIZES, INVERT � �' - -AV - - AV AClp HESISTANT YENT � � C .a =' C�!LING ACCES: F:ANEL I O I � WCO WALL CLEANOUT I � i1EVATI0N5 AND ROUTING � � �� 'I <.t L PIPE AND FlTTINGS SHALL BE � y '� ;; - aW - AW I ACID RESISTANI WASTE I —t� LCO LINE CCfaNOUT � ti � �ONN�E�CT NEW t0 � I ,��ST IRON ' _ . '� � � � � � � '� � I i I ; � - -qgp - - ,�gp ACID BUIIDING DRAIN (BELOW 0--� �T CIEANOlJ1 TEE � I � � R� 0. INTEHCEPTOR SNALL MEEI j -�T ,_ , r -- INSIDE WAI1 GRP�E INSiDE bUIL01NG`� I ��iF_ 4PPROVAL Of LOCAL AUTHORITY. � �� I ' 80.0. BOTTOM OF BE� � � � � 3^ �'UiSIDE WALL -�� `� - - 8D - BD ', BUILDING DRAW (BELOW GRADE � GAS REGULATOR � E I �/ INSULA �IGN I L0.5. TOP OF STRUf,TtiR I i+tAW DUTY MANHULE COVER - � ` � I INSIDE R19L61NG) ----� ; � I � i , • � i— SECTION NUMEER i I 4. r, RlqD INSUlATION � � � i �- �, �R1 FH �� TO 6UILGW(. - 1 \ - - B$ - BS BUILOINC SEWER (BEIOW G1tADE � � � . � � �mr•m»d d � ` � _� � � li �� UUTSiDE BUILDING � - � - --- ��z- :- . il-i� ) F� SEfTII�N DR4WN ON - • I �.1� � I - _ '�.� � ^ DO NOT INSULATE I THIS SHEEf � I I � �- � " � " a' G � IN�Et PIFE a" i ( I�j THIS SIDE OF PIPE � I � t0 - � - - - - � .. Ci MLE7 PIPE � �� • � _ \� � � I � - SECTb�N CUT DN TNiS � � I � SHEET I r - � tl u!�l ��,� , ' U i , � _. No r; �, � � ; F' � --- � - , � B FP � ' �" ' � , �- I \ ,� � ' ' '� —1 : h ,J f , qJNEL -- , N.0 � 44' I . `�- ^ . — �, � � � � � � � � - � = � I � � i � � ��• � ' ��-� o�sc� ar. �;E �Hro Nea �F � � '� i �� _ _'- . � � � �,-:i '�I PLUMBIIVG RXIIJRE CONNECTION SCHEDULE � �, ' 7 i a � � l �� \ / fL00k DR41N . ' ; � rkECAST kEWFORCEC CONCRETE TRAF' ANU � I / - - S�MP BASIN HOLDINC. CAPACItt � 200 �ALLONS FlXTUkE TRAP ARM VENT CW HK' REMAF � -, i � I b6"0 SI2E i i -- ------- - - ---- -- ---- - � WATER C�OSETS (FLUSH VALVES) 4" y" � ' - - � � ; ! SAN�'�/U� ¢ASL'� _- , � • WATER CLOSETS (FLUSH TANk ) 3" �" �/2• - - I ' SINKS , �h. � ,n. ,h. �h. � � — . � i � I PLANTER IRRIGATION LAVATORIES , v.�� , �h. �h. �n. � � - ' ', � 'i DRAIN DOWN DETAIL SAND AND OIL INTERCEPTOR DETAIL PIPE IN OUTSIDE WALL DETAIL MOP SERVICE BASINS 3" 2�� n. �n. - - '� �CaLE NnNr .C -� f rv ��kF �;i� a � E ti �JNF URINALS (FLUSH VALVES) �" � �h^ 3��• - - I -- � I I HOSE BIBBS AND WALL HYDRANTS - - -- sq' - ' I SHOWER 2- � �h. ��. �h. — I i WATER COOLERS/�R�NKING FOUNTAINS 1 '/a ' t �h' �h' ' - _ � � ! BATHTUBS 2" 7 �/1• �2• �/2� WASHER WALL BO% 2" � > >/1• �,� �h -- --- � - - -- I ', I I � � _ " MINIMU�d W� STE AND JE'�' T RFL �^W ��RA�" F '� I I i I I 'I j � __-- ___ __ __ _ __._ . . . . � il . ' I j i_ .—___ _ � ; Revi9ions : � _ � � ,-. 9126i°�, � ' C � . � _ _ - To stSr�M i ' ��RC�ROUND �/6'.s J, I I - - - - - � , :��f _--;� + - - DOMESTIC HOT WATER GENERATOR SCHEDULE � ; — �+---- — , P � I�I _ —r — 140'F �_ STORAGE TANK HEAT EXCNANGER � ;� �=j90 RE1/IEUI CJ�T I � _ ._ --- - - ---- I �� i , .:� ' I 2Vx� 2" kECOVERY WATER TEMP. TANK STORAGE HX BOIIER� TEMP 5.F. DESICNnTION MFR. TANK MOOEL I _ _ RATE (GPH) RISE ('F) DIMENSIONS CAPACIi'Y A�ODEL WATER GIFf , SURFACE I �ERI"��T Ir7SUE ' (GALLONS} GPM AREA � I -�.1 - 9, •; I i PRESSURE RELIEF VALVE _ _ _ _ _ __ � � t900 MBH 18�7 F uGHT DUTY CAST �RnN • � � - � �OVER & RWG — FINISHED GRADE HWG-7 n.O�SMiTH HD60-1500 - 1953 — 100 ti0"k126' HORIZONIqI 1500 DW12- 60 93 180'- 195' � 04 — � � �CGVE�� 1 3" D!A '--- �j � 1 _' �0 � I J 1 u �/��i I;y �/;.'\'�`\ tl � , ' : \ ��\/ V �\,� � , % . / l, � � � I ��/��1� i- � � � � � � � TO NEARESi - ��j�j�. - �-�- - ( . . ' F100R PRAIN --� I � : ,,�%n�%/. -- , p��< . , • , I � � 6" DEEP CONCREl�r � " i � PAD . 8" BEYOND ` SACRIFICiAL SEF HVAC PLANS FOR A�L �!DES OF � � _ : � � L _- _- _ _ __- _ _ ' HWf_1 F-t^iNL ARRANGEMENT. -� CLE N y �7/��%� " / / / / �'� � ANODE - I500 GALIUN MUITI LETCBEANUUI � ///\��\�j/��CY ' j :� \��,.\ \��, . � � - - ----- — - � � 140' F � , � � / /�V�/"!/V/, ` � i - - � WSTALLED IDE bY � :�� i, � � y`, v,� -:/�y�� .��//�` ; , , , � �\ \ . \ � , � � PUMP SCHEDULE � �. i�_ n, ,c� r ,�:,� n. �, . . ,: � _ _ _ _ _ _ _ _ / � SiDE SNnIL BE �N � � i - � '" " ' " ' " ' " ' �INGI. E CDNCRFTE CAST IRON CLEANOUT FEk - , I � � C�C�UBIE WALL HEaT EYCHANGFR � � ,ai� RUIE W/RAISED HEAU 8RAS5 � PUMP MAX. OPER. TOTAL EFF MiN. �18RATION SUCTION DI �. Cr �� _ � � � n - . � - - -�- "_� " =- - - - �- � NHRT ADqBW %REOASEOf TER CPSIG B & G MOdEL �W CIRC INLNE �140 � �6M HDA35 f'T 43 ty} RPM ISN�E R SINE SiNE ' CNNTR(YL REMFRn ; i - - - - - � � SERIES 60 gp E 14 t� CO TiNUOUS ALL BRpNZE i � TEMP ENS _R r ,)MBtNATIrJN r & - � __ CLEANOUT SHALL BE 2- 1 �2 7y�q � i 20`0 MANHqLE — 1 ,/8 BEND FiTTING - . MAX. BEIOW TOP OF COVER. i '� _ � ; � � I�i --- QOMESTIC WATER EXPANSION fAyK F��W � � ' AMiRGI " ST- 180V- C. 22"0x47" HICH � � �i - - � - -- - --- -- - r ;!F�PORT LEGS -- i , __-.r___ _ __- _ � _ 4'CONC. PAD I __ _ . , • . . • . • • z- • •_.T'� �_�� , i Y o � iO : . . . „ . . , ' , r, . - . . f - m� • � � , . . _ - ° � • i — _ _ _ � Ii--- - ------ -- - i � �'rcJect Nc °lG�:' 3 �a' HOSE EN�. � � DFqiN vAI.VE -- I �- -- ------- - -- - I � •-. � :7U:Y1 �"i .__—___. - _ _ f_.~ � . 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OF CONDUITS - SIZE & MATERIAL MH = 5' - 0�' TO TOp Veu1, Colorado 81857 LIGHTN1ivG B!: � I '� NCN� i3 ' W X 6 1 / 4 • H x 3 3;' 4 ' D './ AL � SCOIVCE 3 �4 /D NUMBER & SIZE OF m & N �. TWO POLt Tet 970 /478-1433 �C JW6014W w'ALI. SURFACE ! !'iCANDESCENT WITH WHITE ACRYLiC LENSE . SEE TME ARCHITECTURAL REFLECTED C,EILING � MOTOR THW - A� INSULATIUN & CONDUCTOR � ANNUNCIATOR PANEI. h'ax: 970/478-4808 - - ' � 6c ''� �� ' - ' PLAN FOR EXACT LOCATION OF CEILING MM = 5 - 0" TO TOP � 7HREE WAY tiAL ❑ 1 .^- C� � IG�d� ! 1 Si9 ' L r 3 1 ; 2 ' W x 5 1 %'2' H RECESSED MOUNTED DEVICES. � PANELBOARG �-{�� Y293 �' T 'E : LIVG RECi. SS i �i � ANDESC= 'y ' � � CSET � [ GI- ? WITH wNiTE TRIM , L"JWJ METER UA = DESIGNATION � HORN /LIGHT COMBINATION FOUR WAY - - - � SC� - - THIS SYM80L LEGEND IS FOR GENERAL 6 ' - 0" TO TQP MH = SO" TO CENTER � ' Uec�er Olfice METALUx i�0 446 - L - SL � - � i. - P 4 1 G ' !� ': � B' �� X 4 1 % 4 ' H WA�� L MpUNT REFERENCE USE . 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L _ , i A v � _ , ,, � � � Date : 11 /06/97 - , � --� Project No � 7065I Drawn by: BAI ( Checked by : BAI GAI � �� t , F ; LE ' `� 1� ; C . LIC � �I i_ ` I � I '�' ( � i ' LAti� � —. _ Sheet Of � i I I �I ' I i � � 0 11 � A � ' C COPYRIGH'� -- --- — — -- --- - - -- -- --- - - — - -- -- i � . . � . . � . � . . . � � -- -- ------- �- ---- - � - --- - --� - --- --� - ----- --- � r-- - --- -- � I --- - ----- - -- - -- -- � Pierce , I I Segerberg & � Associates I Architects P . C . -A . I . A . I �PLAN W�E I INTERIORS � � A(ain OKice 00 South A�ontage Road 1ie � Vedl, Coloredo 81857 Tet: 970/478-4433 Fez: 970/4'i8-4808 Danvtr Office 1817 Wnzee St. 9uite C2 Donver, Coloredo 80202 � Tel: 303/¢23-3355 IFaz: 303/B29-2282 ' I i i i I � I � � i i i i � � I ! p � i ; '\✓J 0 - iz ,. 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C . - A . I . A . ARCHITECfURE I PLANNING 1 INTERIORS � � 21ain Office 00 South F'tontage Road We Vail, Colorado 81857 Tel: 970/478 -4433 I Faz: 970/478-4808 i � Denver Otfice 1817 Xezee St. I 3uite C2 Denver, Coloredo 80202 Tel: 303 /623-3355 I Faz: 303/823-2282 � � i i I � I i � i I I I . , 'C% Q - - _ , \ � `, \ � . _ _ / � i2 ^ .. „ . 1z � _ _ - � _, 3 � �-� „ � - � .. . � � 2 _ ,� � �� _ � � . _ - - - � � � . _ . . - . . - : " s ..., µy � . �. ._ ',' _ . � _ � I �.i .: ` � . . l T- ' . _. . . � /� �, I � _ , _ _ ,� _ � , � � _ � � � � � � ; o � � i � � �� 8 s D Y . � _ . 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C . - A . I . A . ARCHITECTURE PLt1NNING I � INT'ERIOR5 Nai❑ Of(ice 00 South Frontage Road W Veil, Colorado 81857 Tel: 970/478 -4433 Fax: 970/478 -4608 Denver OPtice 1817 Wnzee St. 9uite C2 Denver, Cotorndo 80202 �el: 303J823-3355 az: 30s/823-2282 L_ � I i � i i � I I I � � � � i � I I , I I I � i - - - - _ _ - -- - -- - - --- —= — - � _ . I ' , \\ _ _ , _ . . . � � i' � � � t u _ - �'_�� ---;�a" 4 12 � � : . . . :. �. . a----� _ � - � _ , .. � I i . ` �— i � � � � _ � �� ` �� 12 ' ^ - : _ _ � �__� � , I � � _ � � ` _ ^ i � - � � �--- � ��' . . - � � �, '� - - _ �:'. i � � I � , � , � � � � o n �, � , p : o _ o - � r , I g .r'� � � � ,� � � , e � � � � � , � � _ � � --, � I - 8 � � � f-p� p p � w - 8 „� � 4 � � 4 � ..,.. ' �� ± I ! � � � � � � � �f � °� � � �. � � � � � � � � � � 1 � � I � � � , . ,� �. �J `� � � � O I � '" > ' � B Ll (g} . 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( z �� _ : . , �� X '�' Revisions: . � m - - � � 8 � � - � � � . - � - x � � - 4� m j - - , � i i � : i i �� i ; � , � � � � I �-- � i � � � Date_ 10/30/97 I �--- I Project �Vo19017 . 00 ( 7 7 Drawn by: BAI I � _� P.__ � � � �-� I. �� ` � �: L� ICi11jl � � a P� L1_'� �' � � -- _ � " j Checked by : BAI � I � i Sheet Of I � � � I � i � � o � � I I i � �-, � � � �� ` :. . _--- - -- - - - - - - - - - - - _ _ _ _ _ - _ _ . _ _ _ _ - - - - - - _ _ __ _. . — - - _ _ . _ _ - - -- -- - — - - - - -- -- - - - - -- __- -- - - - " - -- -- � I� '� � - --- ---------- - ------------------- - ---- ---- �— � � Pierce , i � � Segerberg & � Associates Architects iP . C . —A . I . 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' _ �� , ' � -. � , �� T . , � � ., , NE r; ��;ti�� N �� r , � _, � �ir �� F; � OVER THE SIAMESE CC�^�. � I I � I DEViCE `:. � _ _ . - i AND UPPER LEVEL �35 735 Y00 ' _ "_ � . _., , � . F TC - . -- ✓ i �ate : 11 /06 / 9 i � iNSTAL� IN EACH — — r � c,; � ,- .r �' � - r. �� - � Project No : 7065 � F ' IIZI� . 1L� Iti �'ti1 �� I�OCK DIAGii :1 "� i. LDrawn by: BA rv, r .s Checked by : BAI I � � �ACH RESIDENIIAL UNIT IS TO BE A SEPARATE ZGNE . Gtil�.ACr � L �' , �' �� L� � � � � F; �� PLtiN Stleet OI EACH RE �IDENTIAL UNIT IS TO HAVE A COMBINATION GE i,� : ' :�F. ANG MINI - CCjUNDER LUCATED WITHIN EACH BEDF ,"� ' �? .', ^." ` ' :,'__ - _ __ _ __ __ _ _ _ _ . _ _ _ ADJACENT HALLWAY TIEU TO THE CENTRAL 5 �' " ELEVaTOP. LOBBY DEwCES ARE 70 HAVE r � '� �ONTACTS FOR ELEVATOR CAPTURE VERIF �° � --�,�- � �� 1 � � F� � o � � v - N 4 ; r , , A � _ __ __ _ ___ ___ ____ _ _ ___ _ ____ __ _ _ _ ____ ___ _ __ __ _ _ _ _____ _ _ _ _ . � c; cor� �� crt-� --- - - - ---- --- -- - - -- -- - ---- --, - - - -- - - - - - - - - - - - -- _ _ - - - - - � � � Pierce , Segerberg & � � Associates , ' Architects � P . C . - A . I . A . � ARCHITECTURE PLANNWG I INTERIORS I i I 1�laia Oflice I 0 South Frontage Road VPe Vnil, Colorado BI857 TeC 970/476 -4433 � F�r. 970j478-4808 i � Denver Ottice 1ti17 Wazee St. 9uite C2 Danver, Colorndo 80202 i Tel: 303 823-3355 Ear: 30 /823-2282 � 1 i i I I � i � I I i � I � � I � I I i ' � I � /�''� i . r r � � + . � . . � C! � - � � , � � � _ �_-a � �� I - k 1 f I I � � I � i 0 0 ��T_ , � , � � - - - � _ _. - -- - � � , [� - , � - , I � _ . _ � � �� - � � - 8 � _ � � � �' . - - � � � , � ° �-' ' o� 1 . � o �� _�� 1� -/ -- �' �� -< � _�:_ ��_ � � _ � � �� .� � i � � i �...�,. , ' _ � - , . � � � ''' �� - �� , � . � � % ' . �`, %� > /� � � � � �, � . 8 ° -= _ � ' i _ ►o i � i - a � � � � rG !SD J � � � � [n'; I � I i � � n, – � ._ _ � I -, �� , � -- - —� -- ; '\1 F F � ° � F I _ � p F F � � � � _ _- i - _ - _J _J�� 1 _ � Revisions : ' _ _ _ I ` CJ i � I � ( � � �� I Dtite � 11 / 06/97 I_ � Project No : 7065 � t— i Drawn by: BAIj FIRST LEVEL SYSTEiV1S PLAIVT Checked by : F3 ,�� - - - - -- — - -- - - -- - - - � � �� t , ;, . _ . ;; , Sheet Uf I I I L� � o� � � A UCOF' YRIGH� _J - - - - _ _ -- - -- - - - - -- -- - — — - - -- ---- --- ---� -- -- --- - -� , Yierce , � Segerberg nc I I� ssociates Architects !I P . C . - A . I . A . f � ; ARCHITECTURE PLANNING I [NTERIORS � � uain otts�e 00 South Ftontage Road We �ail, Colorado 81857 Tel: 890/478 -4433 Fax: 970/478-4808 � i I Deaver Olfice 1617 Wezee St. 3uite C2 Denver, Colorado 80202 Tei: 303 823-3355 Fax: 30 /623-2282 -- I I I I � � i I i I � I i � � I � � _ _ _ „ ^ II I �NJ 0 � I � �� a� _ - - � � J ' � � �� , ° . _ _ � i � �; i , � _ � ' 1 o- - - � , � o � � � � � � ' o � o a� o ° o � � �� o I � � � I _ g - � 8 . 8 g . 8 �= S : 8 :, S - _ � _ °� /] � . � u . � _' � yJ I ' C=.\�' � I Q C� i � c, I � I � � � � � � � - � S � ; _ I � ' '- , , � ' : . ' - � I o� o---� � �- FD /SD � �I � � �� NFJ l i i I � � � _ � � � i F I ❑ , . . .. - � �, Q � I � _ � � I � � � �� 135 � t . . go 08 80 � 8 8o ag - go � g ; � - _- - � ' _ � � , . - � _ _ _ . _ , _ , , - - _ - - - - - - _ . . ' � , . . . , � -. . , _ , � , - Ca i � _ _ - . _ . , '� I � i I _ _ _ i i i - � - ---. , I i _ � i �l 1 � � � g �� i � - � - --- _ T _ � ---; - - - ; _�, _ � _ , i , Re�visioris : i I I � I � i I I t I I �/ / I � I � � � � I I Date : 11 /06/97 I j I Pr�oject No : 706� � ! I ' Drawn by: BAI I ' Checked by : BAI I L }' 1' L, L, ` i � �VO F' LOOIti F ' I1AlV' Sheet Of _ --- - -- - -- , � , � — -- - - - -- - -- i � ' � � o� � � A � ; I _ _ _. _ - - - — - --- - -- - - - - - -- -- -- - -- - - - C ;' Cr� F ' � l : t ( : HL� I -- - - -- - - -- -- - - -- --- L ---- ---- - - - - - - - - - -- -- - - - - ----- �- - - -i - -- --- - -- - -- -------- - - - - -- - - , — ' Pierce , � I � egerberg & � � �as � ociates , � � :'� z�� chitects I Y . C . - A . I . A . ; � ARCHITECTURE � PI.�INNING � INTERIORS I � � Nain Of}ice U00 SouCh Frontage Rond W 'Ja�i . Colorado 81657 � ' Tef - 97G/478 - 4433 ii rax �. 9?0/478 - 480H � I I �i ilenver Oflice 1d1 � Wazee St. � Suite C2 � ?) rr.�er , Colorndo 60202 Tel : 303/623-3355 II -- — F.ir 303/823-2282 L r- - � ; I I i I I i i I � I , I � � I � � i I I � I I II i I i i i � i I n � `�J � I � � _ _ � - � - � � � i '`- °� ' � � � � � � __, �� o o � o ° - � o o � � -�! ��. :_� � r� _ - , � �-. � :8 � � � � 8 _ , � , �_ 8 - . � �� o � � � 0 � g � � � , - � �:. , �-1 `�� - � i � I , ►� ,_ � rF� �-- � � � a ° ° _ Fo,s� � � � i � �� <<; F � , � � � � . � "� � . r. ! ( ,. I � Ci_. I �❑ ___ . ; _ _ _ _ - � � . : ��; - - : � ` �,� _ ii] . g � � � 8 - � � � 8 8 � 0 8 g � � 8 - - = = � , ; . . _ � , � _ _ _ _ , . _ - ��, - -- - -- - - - _ - _ ; . - __ - _ _ _ - _ , . . _ - - - _ � , i _ � -- --- - - _ _ , 8 � ' , _ - .� � i =: --, ,. �. -�i= � = ' _ - -- �- '_.� - . - _ _ _ ' . Revisions : - _ � � � I I i � � � �-- ---� � I . � � � 1� � �_ ,_/ I i i I i i -- — Date : 11 /06 / 97 i � LProject No : 7065 i Drawn by: F? :� I� ; � � � Checked by � BA[ ' , ' F? l ) [ , � ', \ " r � L � Y ;� " i , ; MS 1=� i ,�1 �' � !`l J i , _-- -- - - - � — — �tihe e�t Of , I � � I i , � � I � � �� r I r � � � " � � .! _ ' ; ; H�TI � - - � ---- - - - - - - - -- -'-- - - - � - - - --. ._ �- - - - � - -- --- --- - — - � _ _ _J {_ I --- — -- ---- -- - - -- --- - - --- - - -- -- ---- - — i - - - �: . .. , -- - -- -- - -- - � - - -� -- ------ - - - - - -- - - - - - - - - — --- - — -- - - - - - - -- ! Pierce , Segerberg & ' ` i Associates � Architects � P . C . - A . I . A . � ARCHITECTURE � PLANNING I � INTERIORS i I I � lleln ONice � South Frontage Rond Wes� Vail, Colorado 81857 � i Tel: 970/478-4433 � Fez: 970/478-4808 I � II I Denver Ottice �'� 1817 1lnzee St. 3uite C2 I Denver, Coloredo 80202 Tel: 303 23-9955 Faz: 30 P823-2282 i � -- - � I i i i i� � I � I �:`sl � I I I qh 'j : i � I I i i I I ' I � � i � i �: -� I � � � Y � �� A� 1 • I w V' /� G� // �\ �i u� � \v � � _ _ � � � CL ' � � I � � � � � � � , � � � � _ _ _ - � . � Q � I �� I � O S 8 � � �, rx-, ;--; I � I � ' I � � _ � � � � ' �_ ! � � � � 8 , - - . . r� - , 4 �__ � F . �- - c,� o ��- F � � � -,� �:� �- o a a� o o F� RE �SM ��E —�' �F � __ �. : a� M, , . ' I CSA�APER �-�- r . ;, yiF� F r. . , � c:r,� �n . . � � � - _ L1 � . . O - . . . . � � � I � . . � . ' � _ ' " � — . . . ' � � — d� . _ � L�� - � _I _ - — . , . � l. - �:_:� — � 4_I . . _ ___. .' JJ .—J '—' I � � I I � � - - - - - - - � _- - � �� , ' �� Revisions : �, - r � �. I i � � I � � _ � I � I � � � � , �� , � , ; - --a � � i Date : 11 /Q6 /97 � � ; Froject No : 706� � � � � Drawn by: BAI �i FOIJRTH LEVEL SYSTEMS PLAN, i � - - - _ --. - __ _ ;_- - -__ - ---_- — -_ ---- , ; Checked by : B � —' � i 'I �. heet Of � � i � � i i � •rm �' ;_� � � �� o ., �'� A � � ; � it_' OF'�"RIGH� � _._J - -- ------ --- -- �