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ARCNITECT - `"A'"�E- PRA, GP'r CA1�ET � PAD NONE CT CERM�iC TILE CT GERAMIC TILE q.<nitects. p.c ALT ALTERNATE PLIUD PLYUJOOD Ca� 8E4LED COHCRETE c. cewu,�c .��e � rex,ua�� oR,-w.�� � ,ex.�,�c oa,-�,,� � TOPO SUR�/E �' °" "9"" reaervad I� CT CERAMIC TILE 6T O70NE (a.q BFIppTN '.�KTWGy.L G5 9h100TF+ DR1'WALL � CsWATHMEI' PRATT ARGHITECTS, P.C. AP AGGESS PANEL PNL PANEL eT eTa� T TILE A9 9PEG'D oT F�aeTA�o oR,-wa�� �. F��..o�o o�e,-w.�� T�,s aocvment, an0 �ne aaos i 7 TILE AB BPHC'D v vM�"L HT HIX'JC�TROU.EL DIZYWALL �+-W TEMURED DI�'WL+LL W/ S � — STRUCI'uRAL SP� C � FICr�1rIQNS a�tl Eeeigns incoryorateG r 1D00 S. FRONT,4C,E ROAD WEST �C ANGLE PTD PAINTED � eF+eeT ��N7� �+o w000 .Aa e�c�o ,�„ Ma,��e T��e w000 wu*eRe h�«,�. ae o� �netrument a� VAIL , CO SI6f7S � LL�� '� �G�� PL PLABTEFEDDRYUIqLL NT HOGK�TRQLELDRI'WALL ,qRCNITECTURAL S� — �OUNDATION PLAN p�o�ee�onoi eerv�ce. �e tne �. CLCs GE IL INCs r RAD IUS s M.e� co�ae s.uc.co � PLlu° 1ERED DFt�'WALL °�i , C910) 4�6 - 114� 19�0) 4�6 - 1612 Cfax ) CPT GARPET R RISER uo 90oo .o.ae�co eTW 'a�� co�oRSn,cco S3 - SECOND LEvEL FRAMINC3 PLAN o�a �nr of Gwot�m P�o�ti Mc itecb, P.C. ond D not to Oa ueetl �n wnale or :n WP WALLPAPER wnuaov weFTeRS S4 - ROOF FRA1`11NG PLAN G?rt. �or a�Y oeh.� p�o;a�� � S7RUCtURAL ENCsINEER ci CAST IRON RE REFER TO � � .� �� o o�`Ea a:d MyrG`woUmey �'°"°° �' CJ GONTROL JOINT RD ROOF DRAIN Am�� GOvER S+�EET - DR,4lUINCz INpEX S5 - STRUGTURAL DETAILS - FOUNDATION a�a Me�ry R. P.a�t. Ki�f"I GONSULtANTS, ING. � GENTER LINE RE� REFRICzERATOR CsRAPNIG KEY TO MATERIALS DRAIUIN�s SYMBOLS S�o - S�RUG7URAL DE7AILS - FR:aMINCz �� : P O SOX: 45� 2 vAIL, GOLORADO 81658 CLR GOLOR REFL REFLEGTED 1910) 949 -9391 F�oorz �± 1 .1 PARTIAL SITE PLAN ; PLOOR / SPOT ELEvATION � CMU GONGRETE MASONRY UNIT REQ ' D REQUIRED %�� �A�H EL : 9182 ' -m° Al2 ENTIRE SITE PLAN w/ BUILDIN�s LOGATION t Date : 8 -28- 1998 � SUR1/EYINC� 81' : eo GLEANOUT R� V REV� RSE ��/�\�/� REPAVINCz AREA ELEGTRICAL Rev � sed : COL GOLUMN RCaI-I ROUGN � INTER-MOUNTAIN ENGINEERINGs CONG GONCRETE RO ROUC�I-�1 OPENING '�7� � DOOR TTPE A13 A D A - PARKINCs C � TAILS 11 -03- 1998 �l MEDGALF ROAD - P.O. HOX 9l8 T �� sTONE AVON, GOLORADO CON � CONTINUOUS RM RO01"I / A wiHDOw rYPE � / E1 .1 SECOND LEvE � ELEG?RICAL L �»YOUT DO DOUBLE UJALL OYENS SEAL SEALANT O DESICsN - BUILD C9�0) 949 - 5012 �— �2 .1 FIRST LEVEL FLOOR PLAN DlU DISI-IUJASNER SNT SI�E � T ! � • '�+ • CONCRETE A2 .2 SECOND LEvEL FLOOR PLAN � ELEv ELEvATiON SIl"1 SIMILAR ' � ' ,��� SEGTION NUMBER A2 .3 ROOF PLAN � SPEGIFICA710NS � Q � G2UAL SOCz SLAB ON C�R4DE � SPEGIFIGATIONS GONSULTANTS, INC. FD FLOOR DRAIN SPEC ' D SPECIFfED � STEEL SHEETNUMBER MEGNANICAL I• 2345 N. AGADEMY PLACE, SUITE ifDO FDN FOUNDATION SPEGS SPEGIFIGATIONS I DETAIL NUMBER A3 .1 NORTH AND WEST ELEvATIONS I COLORADO SPRINC�S, GO 8�9�9 � In FINISH STD STANDARD �� � A3.2 SOU7N AND EAST ELEvATIONS ph. C119) 511 - 9414 fax. C119J 51� - 9455 FLD FIELD STN STONE <XXX; cMU ����_� SHEET NUMBER D�SICZN - BUIL � s�� ' SOILS ENCxINEER FLR FLOOR STOR STORAC�E ��L �� :� oF C0� 0 ,� , + � INTERIOR ELEVATION �� :� � � KOEGNLEIN CONSULTING ENGINFERS, ING ��O.LU. FACE OF WALL ( STUD , ETGJ T TR� AD a A4J SEGTIONS A t B, WALL DETAILS U � CONSULTINCa CsEOTEG+�NIGAL ENC= INEERS � TCs FOOTINCs TEL TELEPNONE � PLYUJOOD A�,� �� SNEET NUMBER A4.2 U1ALL SEGTION, EAVE DETAIL EDWARD M. � 12364 UJEST ALAMEDA F'KIUY. Cs7P Cz7PSUM UJALL BOARD THK TNIGK/TNICKNESS A,� ` GW1THf�1tl', 1R. _O� ��"� ; LAKEUJOOD, GOLORADO Sm228 - 2845 CzL CzLASS/C�LAZINC; T.O. TOP O� BATT INSULATION EXISTINCs GONTOUR �i r ' � ' - 2301 � . IN AvON, C9�0) 949 - 6�D9 4�1"I HOLLOW i'1ETAL T.O.W. TOP OF WALL �, A5.1 WINDOIU AND DOOR SCNEDULES o� NT NEICsI-�T TYP TYPICAL A5•2 SECOND L � �/EL R��LEGTED GEILINCz PLAN �F�,C�� - w_. CONtRACTOR INSUL INSULATION UN.O. UNL SS NOTED OT�-4ERlUISE � PROPOSED CONTOUR � � e � , � G � A53 INTERIOR ELEvA710NS AND INTERIOR � , �i � p _ _ - _ - -- - _ � RIGID INSULATION O t J. L. vIELE GONSTRUGTION KIT KITGN�N _ _ __ _ V. IF. VERIFY IN FIELD 7RI1"I DETAILS � ' 1000 S. �RONTAGE ROAD I.UESt LP LOW POINT LU/ LUITI-4 � vAIL, GO 81658 MAT ' L MATERIAL LU/O IUITI-40UT 2 4 ROUCsN STUD � I� ph. C9l(I�) 416 - 3m82 MO MASONRI' OPENINCz UJD WOOD A6 .1 U1INDOUJ DETAILS 1� Sheet Number `' M7L METAL LU/D WASNER / DRYER �O � NEC NEGESSARY lUG U;ATER CLOSET �l FiNisu w°°D A"I .1 ARGNITEGTURAL DE7AIL5 � ' N. I .C. NOT IN GONTAGT WDUJ WINDOIU � �' NO NUMBER lUT IUEICz1-4T � f' � � , , A0 . 1 �, � �- � c SNOULD tNE BOTTOM OF NEW AC PAVINCs EXGEED tN� �4� ICsN7 OF TNE �XISTINCx ADJAGENT CxRADE, COAITRI�GYOR SNALL BUILD UP ADJACENT GR,4DE t0 MAtCN L Q j� G WATH M EY TNE BoTtOM OF NEW AC PAVi�NT {� 'y Pratt /1...'y .`�� � � — �'� � � C��-DOMI � � Prohltects� P.c. � � � 1000 S. Frontage Rd. West , _ , ` � EASEM�NT � JN � I�MS l � a�i , Caiorado 87657 px : (970) 470 - 1612 � _ � �� T�L /�... � � � � � � el : (970) 476- 1147 ` ` - �� ��S`�F%vr � � � � . � ` / / / Si-IOIiJS DIR�CTION r � �' . � . � , � � OF DRAINA!x� 1 _ � / / \ � � - I � � � � � � ` � � � �'..�� � � � , -" � � � / / 1 1 ; ��°� � ` ` �` � . � ` _ � — � / / EXTERIOR LICsNTINCs FIXTURE , , `\ 11 � � � �i�' / � ` \ �'� _ _ � � M , � `f. � � � . � ` ` � � � / I T �i / � �� MUSNROOM M.U2 - G , B`" NADCO " - _ � , _ � � � _ � 1 ;� �," � � � � � � � � � � 1 � i � = , �_ 4�' � � . � a \ � ay I q jr\ I � Y �/ � LINf OF� s�r ��-�,;�,�,` �� ���` ��s`� _ � � O w � � �' 1 I � % � I �i��� EXISTINCs GU � � , _ , �,;�; _ �� � � � � � � � 8142 � � � . (� �, �� �� 1 � � �I i � � ` �° ��' sµaL��s�-+a ��� N ` \ ��°'° I �`� -�� i� l m„ NiFN Ga�� w�L �� � v � � �..� ,a � � � II I 81� g138^ I ' � � ` IS '"'f \ � � . ` _ � a.�'�7 ,�� � ., 52969. �GVqfl� l r/�7 � \� `� . � � � ^ l 8140 � \ i. ._..� \\ !6 17 ,g � ' � u � \ `. 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C <=DUCTION OF �G'� _ �� ,,,y// ';✓ T.-1 t 2 ' :.XTE'�' IC\ �� \ \ �r0 \ \ \ � \\ `.� i �-"� � � � � \ \ � BI.�B �� �M — �� — _ �40�1Q= _ _ ,-,_ �_ - ?rRL.R�. ��� �Z� \ �°� \ � �/ \ �S6'90��`\`�� �� � \ \ \ ,�(--� JJ PIPE7aT \ �� - - - - — - � � o � � � � �6�. �\ \ � �j -' �- � `�I � - - r � � � - � �° - - � _ _ c'19 �6 . \ � � 1`. , � � - ��.9 \ � � � \ � � � �� � � " ��- , ' ' ' � _ �v��, `��:_ I � � 215, 00 - � _ _ � _ - � " � - - � � � \ � � � 9Q0f \� l� ` _� , ` — — ��� / `� �, ' —� - - � _ _ � � ���� s � � � � � � � � � � —� �� ��;. � �-� �� ==>'�== pVE� � � ~� ',\� , � A � � �� � , ��- � � -'� i� _�� � GR � � � EC'e1 �R� Ni . ``� � \ � � � � � � ���:`F � � � � � --- _ �� �';; � ��Y , Y <-% � \ � — - � ' �i �_ � °� � � — — t°.k:�� � � � B � L, ._ ._� v � � � � � ^ �. � — ----\ � � , . ��#��° � � � 71MBER ��R �-� —_� _ ���,� ` . ,. l \ � \ , � ,, ,. _�� �— � 4 X " � � � � — — — - — — �R ,. � r � � . �1 � \ .�:! •�`- � ,. . � i _ I) �� � — _ � _ � � �_ _ _ — — _ � — � .� �. � � _ _ — — � , 'l .d ; � � _ . \ ' � .! !. . � y, � �' 'l ' � ,y Y • \ � � i_—__ ' ___ � �- � ' \ .: \ � � � -' .'\\`� - - � _ _ APPROXIMATE 100 YEAR FLOOD PLAIN OF GORE - � � a PaRr ar raacr g • , CREEK AS INDICArED & Y COMMUNITY-PANEL NUMBE? \ � � ✓AIL / L70NSHEAD SECDND FJLING � � _ 080054 0002 C MAP REVIS£D MAY 1 1985 OF THE � � - � _ NA rIONAL FLOfJD INSURANCE PROGRQM �FIRM) FL O�c � � � APPROX/MATE 100 YEAR FLOOD PLAIN ° ' � � - � _ INSURANCE RATE MAP. � OF GORE CREEK AS INDICATED BY PL ATES ?'.'�� V — � � � �'i � �' t N U R� b P ! \ � � ' �81e19'44 ' � — _ � � � - � 9 8 IO OF THE GORE CREEK FLOOD PLAIN '� � +� - E � _ ' \ � � � � � INFORMATlON S7UDY PREPARED BY HYDRO— y ' � _ \ � � _ � � � � \ � \ \ TRIAD, L TD., !N JUNE 1975 � � r l. � � + � � � �� � _ � � — _ � \ � � T 18� o. _ _ � a 1 . 1 � w e - - - - � SGALE : I " = 10' _ 0" � - \ _ _ � � S TOTAL LOT AREA OUJNED B7 VAIL INTE�AITN CNAPEL 113,863 SQ. FT. l 2 .614 AC 'S. ) \ \ 9603 � !� ` ._'= --�,g --._ , . � � m ` V,4 /L UlL LA GE SECOND FlL lIVG ' � � � ` � �� � � S�S��• � ? � ,o , '�`' / � � � � ` �n��,,. �\ BAS�s oF �T h� s p � \ EqSF'yE''1'T � B`�`�R�,UG l � ` / U \\ � � \ O ` , / � � �� CENTFRr�NE p�lA��OF COR£ � � a / � O� G LJ� s � � CRffK. D ao � ` ' C � ,/ � � � w . �D i1i/� / .. � \ � W „ � �p � '� a 4 `52.9 . � � 0 6'9 Pe Fawvo �e,w et au,� N (/� I \ � D ^: � , ° Pe / �� c.w ts »zo+' S \\ � � \ �ay� � �RB Q Na�. � � � '� � � aoi � . � � \ \, O . 00 �'�71 �b'VCRf-� I 1{ � y � � ��� .� � 11 � '��Elf'q�,Y {� O 'O � ^ I(�� o� O ASPHAC T � R v -'Op\ � `` O� M 1 �n cYV.� PARK/NC �j � � :$ ►,Vv �, \ � � �.' �� ei�o aias. x �or A,� � �,o. I r-oun% aas� • ~ �j $ � O � \ \ Z� �•n� j Vi`'1IL CHAPEL '�Ec� a BFND,yE-,y`SeMENI Tn BANK �f ' CROSS � • � � T • � D � \ � �'N� � � 31, 611 S0. Fl. � 45. 00� � � 3?'!, ,oq F SE'�/fN` � �qi� �' � \ � � LJ " � OJ26 AC. pp'E f\ >>s r ` � � . � \ \ N79 �rt-Yi� -R U B S�,s7 � � CONC CURB , � � � D � a � DEED y6.H1 8�5� .38 F7F' �] � • \ � �\ �� � \ �_ ' ' coNCRF P��K r � X rtT Bi4 1`6 S78i?*5- _ ,\ � �� O � • � o "` �' 7 � �'i' � • � � \ x , ��'�' + x B��a5.54 g9 �0� � U Y `� � \� ° � Ivq(< �� t� � o a `� NL _ �� ei 6� 9p � � = 0935 �J� � �� � ` ` �R� N ` 377' . f2 Q�� � h E � � L P� _ - - - _ - _ R _ .394. 59 � � � R � � � \SIREAM BAN � "'O, J F u I� _ _ _ _ _ _ w/ Kt7GYJ EOCE -' - - �l II T - .3.31.3 � W � �R WALK � ` o � �0 99 ' � . � - _ - _ _ _ _ xaia .-�o x � L = 66. 10 ' � � � \ \ N �2� 0,��� `� Bq� N 8 � 814 0 � �� F � 1 nNe� � , m \ �\ � \ sv�� y A/� ,�.E r 45. 0 w� � P - � � CH = 66. 02 , „ ~ \ \ �'� ��� � CP ��-v � � `D ` �� 79� E7u � - '�. x� CONG RAM _ � Ca^�C. .eSPHaLr CB - S 9 .32 .3� E • � \ � �i�� � �'f� � \1' �� O � � x 8�51� �14/9 01 PA NNG � PL/ Y AR£A � �� �� jjf�M4, �c� O � \ � \ \ \y � � Qi (�q��+�/� �,l a �� iW9� i9.5' caAO . � � \ \ `-� \ � - - _ � � _ \ \ � � 'o � � a, ao, a, -- , � , i ,u�U 1 � x a, as.6o � � a 6 ` " � � � � ai3�.2 �� f _ = . � U11 d O 6 � �F•� � ��o X � Sca�-- ,�� �r w � �:1111J11 �ir �i Q ; � 1 t g � ` � �, �� � - ` � �- " � ��� � `� � � � � � s � t � d - - - ' , _ �� \ \ , q�ec � _ - - F.o O Q , � � n� � � c��.� � v Q � � � � . � � � � � � 6 � Z � � � � � � � ¢ S84277 ' ^ '" e�.e3 °2 � � \ OOE 9� � � o a ` � � ` Y �a \ � \ 219. 96 ' y9�r � Q � �' � � � 81 � \ p � • , OOK 221 � 0 � � 4 � o � 'Y � � 6. ., � 494 ?15. 00 Cy Z � . o � � o � \ \ \ �0 9 � \ `9gp� . F � \ �A�= ' � p � � � � � � s �6' /�j � L�� � APPROX/MA lE 50 � S£7BACK OF JQ 6� • O Q aC ! . � \ 0 = � � �J�7'39 •, \ \ � \ � � _�� � CRfE R C/NE CHANNEC OF GORE � � � • a � a 6 � � � ' � W � ` � i � � R = 1255. 15 ' ` � � o\ � � a � � A PART OF 7RAC B � g F r = �3�. `�9 � yAIL / L/ONSNEAD SECOND G ' O O � „ w � F � �` � a .sC $ Fn L = 262. 02 ' , \ \ � � � , � � S81yg -4¢ „E �, � s $ oi � � � � CH - 261. 54 , � a ., � E .� CB = N 62 ZZ �.JO �� W \ CR££K A/ SAIND/C�D BY CAI/MUNITY-PN ELONUMB£R 187 6O L � �. e OB0054 0002 C, MAP R£NSED MAY 2, 19BJ 0�` THE ,� s #as � � NA770NAL FLOIb INSURANC£ PROCRAM (FIRM) FZOA7 � S � �, i � lN RA 7F MAP. � -� t 5 � APPROX/AIA1� )00 YEAR fZOOD PLA/N � c o S � E !1 � A� GOR£ CR£fK AS /ND/CA7FD BY PCAIES � _ .33 59 ��� �� -- 9 �' �0 OF IH£ CORE CR£fK fL 000 PCAIN � � � INF�MA71fiN--SII/�Y PR£PAR£D BY MYDRO- .{, � R = .302. 2E . 7A/AD. L 7U.. lN ,X/N�97S- _ � �F� T = 92 ,36 ' - - - � � �F,p L = 179. 28 ' � � � CH = 176. 66 ' � GRAPHIC SCALE ��9 . � �� � o a �L/ � CB = N 7.3 2.3 .30 W t0 0 10 20 M e0 O�D � ^ O � ( 1N FES!' ) �EGEND �Sp - � Q z � � i�on = zo t� � � � \ � � Q � ELEC7RlC 7RANSf"QPMER � � � j S89 '.37 "00 '"W 120. 86 " �° � � � CON TOUR lN TER V,4 L = 2 FEE T a o ORA/N /NLET o � � � PB O PHAYE BOX cv EM O ELECIRIC METFR � � rn Bd,Sl�4�£L�1'A nON.• � SANITARY MANNALE N0. SN-J sN � SPR/NKL£R H£AD J �, (NOr .vao�+v) � � m RlM £CEV. = 8, 139.17' wv l, Duone Feh�Jnger, o duly registered lond surynyor in fhe � . o /Nl�£RT ECEV � B, 1J2J7 � WAIER ✓AL4£ Stote o/ Co%rodo, do hereby cerfify fhot fhe surwy shown hereon � ° CUR �E TABLE wos done 6y me or under my d/recf super�sion ond the horironfal N T : DOCUM£N7S SUBMl77E0 BY GYlEN7 ond yerficol meosuremenfs ore occurote la �he besl o/ my N O$ SANITARY SEIti£R MANH0.' E CNORD know/ed9e and beNeC CURI�E" OELTA RAD/US ARC LENCTH TANGENr CHORO BEARING �' 1. Oeed trom �al/ Associotes, /nc., to !he �ol/ Re/igio�s a � µt� �� Foundotion, lnc., dot ed Aug�sf 24, /97J. C- 1 9 t�7 'S6 ° 394. 59 � 62. BB ' 31. 51 ' 6Z 82 � N 4 36 56 " W - ' C-2 J171 '41 " 394. 59 ' 20. B5 ' 10. 43 " 20. BS ' N 153 50 " W nsmev �r. L . � 2. Amendment to protectiro co`enonts doted August 16, 1971, � � /1/ed /n Book 2zl ot Poge �9� oI the iecords o1 the Eogle C-J 37256 " 394. 59 " 23. 29 � 11. 65 " 2J. 29 � N 251 ;76 " 14� � _ ewi w n r. v 3'- 6� DIAM. .40CK County Clerk ond Recorder. --- MM o J Cront of eosement /rom �ai7 Re/Iglous Foundolion, ta ihe � °1�1 , °'°DQD a" � .Ispen Tree Bonk o! YoiY, undo�e0. �,�_�s _�� �-��� . � O.D.F. . � � �: ;, � �,., q �. „. ., au rr au.cn o I. Amendment fo gronf o/ eosemenf from fhe ✓ail Re/%gious _ : T Z :� = 5 21 B `r'- � Pine Tiee Foundotipn to FlrsfBonk o/ ✓oQ doted Febrvory 2, 1987, j ,� �, ; " � ned in Book J2J at Poge 7T6 under Reception No. 210082 - ; 2 26 v : �y�� ,� `- NOACl�:• Acconl/ng �o Cdorodo /ow you must commence �, o/ the rocords o/ the Eoy/e Caunty Clerk ond Recardx. _ ;�� ' 98- ����5 a ony /s9o/ ocflon based upon ony de/ecf in fhis sur�vy reZ B/ossam Tiee � 4 +ar 5. The Ana/ lat o/ BoSo Condominiums os omendtd �ed !n � withln lhroe yeora o/ter you flist discoror auch de/ect � � n � o BooG J96 ot Po e 870 under Rec t/on No. 293171 1� the . � �" � � � I ��: '��`�� � �9'�� '`a /n no eront, moy ony oction bosed upon ony de%ct !n 9 �P a th/a evrroy bs commenced more thon ten yeoro hom � Bush office oI the Eog/e Counfy perk and Recorder. ��' �' ' ' � ' i fh� dots ol cxt!/Jcatlon shown he�eon. � _ - ! � �- GWATH M EY -��-_ V,�; lL l/1L L A GE SECOND FlL lNG CUR l/E TABLE , P ratt � CNORD i Architects, p.c . `�� ,_` CUR �E DEL rA RADIUS ARC LENGTN TANGENT CHORD BEARIIVG � �� C- 1 9 07 56 ' 394. 59 ' 62 B8 ' 31. 51 ' 62. B2 ' N 4 56 56 " W 1000 S. Frontage Rd . West 1���.� Vall, Colorado 81657 C-2 301 "41 ° 394. 59 " 20. 85 ' 10. 43" 20. 85 " N 153"50 "" W ��-�_ 7eC (970 476- 114? �- C- 3 37256 "" 394. 59 " 23. 29 " 17. 65 " 23. 29 " N 237 ",?6 "" W ' rox : (97 ) a76 - tst2 �` _,_�-_ S>S2, ' ��� E�._ ,o , % �-` �ri�irr �BAS/s L � T y ' �� p,< < or ti ;' ;' CON TOUR lN l ER 1�,4 L = 2 F�� T � E,`'yENT � BE'4�T'/NCJ BS C�NIJp,yINlUM � ,� NOIF ACCURACY OF TOPOGRAPHY /S L/,N/TFJ DUE 'C SNOW COiiER c��, �_'� Q O , S �` ;� A \� _ I � i � BASIS OF ELEVAAON: d O '��� � , � i (AN/TARY M�NHOLE NO 5N-,T � `� � ,_, r .. ,, - - _ � � T , � APPROX/MATE 50" £TBACK OF � `I� � ��--t � �� • ` � � ' � - _ i� O /� � R/M E E✓O. � 8, 739. 27" O �1 CEN7FR L/NE CNAN EL OF GORE �- � , i ` � - , ` � ' _ , \ _ � � v � B s � !N ✓ERT EtEV = 8, 732. .3� � a CRE£K � �\ Oo l � � � � '' _ J� i i O/� iO � O O N A �i �� �0 � ` `52,9 r � / V O' ✓/��^J // /� 7 \ � � O 6 � �u � FOUND R£BAR & AL '✓M. " `' � � �1S w F� a \ x � �' -� �_ ` a�� c � CAP "L. S 11204 " V� � � � ^ �� i i ^ � � ,1 i .\ � 'YC ��os7�,p!- � 1� � � �\\ c*� � i � \. � _ _ cYi,Q "" Di ♦ FIRST B'qN�(' i � 'rM \ ; �• .�l/ ��\ Qj � — � • CpN�,R '�, � �� V � \ Q � � E` S, � z � ��� I � � � � � � � �� � �����K � � � O�� � • � c� O ASPHAL T � - i /� a V � \ � O� I �\� � �� W cpyc PARK/NG �j� � � ` � � l 1�1 �r � A \ "`� � ' �,. � 8 � �\ LOT � �-�_�._` F �'o� i FOUND: Ch7SE�ED v x � • • Dt '4'L/END " `. ENT p i „ o � � ��, ', � `� � � SNADED AREA . k _, A,�-,y � •+ • cROSs O � \ Z.F l • � SNALL BE SNOU�(EL D ■ �� a Bp�K'NENT TD �_� � Bq�yK _ i +� m 1 . •� � N_ L EXI TiNCs PMCs r AND �PAVED ■ p0"E 45_ 00� � —^ � Pq E.A)��f'NT ` �-�- O�=A/( i � V] ,\ D � ��.�1 �\ �• � ILODI DfOD D SIN�T SHD BE � p i N79 ?6. g1__ , _ __ _ _ C�NCq`E-jF CU,qg �_� 5�57�' ` _ _ CONC CURBr I rT� .-1 ,\ -_°o m �� \\ ��s� � _ PA � t 'S7g4?-�� ��'� opE' ��- _ _ � � w '�A � � F` � WAL 42� n � 45 � � � --z._ �_��`� � � � _- N � � � \ • � �� \� �� \ �8 \ � 2 xn B93~�--` � ��L9p`_\ ` U'V� \,\ m � \i_��d �`, ° wq�t � ti ' - --_ _=-, , , ` � = 09 35 5i �� � w � ' R = 394. 59 ' � � � suRU�-re-o '� � _ � „ �, i, _ _ � \ TOP OF � � � �� �.J577p 42 y�3e � V ` A �, pA -. r O � \'\ • � O. t \ E --_ a � U w I�FR WA(K W/ WO00 EDCE , � STREAM BAN `�' �yy �- , , w`� >+ ` � T = 33. 13 � T � m -r �.� s��. a ' _._-��_ E B 4 I ' � 8, � � L = 6 6. 1 0 ' w � � o \� �? \�� � �f1 - � � BANK OF Vq�O � 4 w�[ . 5 nM9E�+ � CH = 6V . �2 w m <^ t� � �P � ��\i �.p� � �� _., _ - 79 '00'00� _ - o �ONL. RAMP c� , „ � � \\G� �"p - - ' EM �, 64. 0� ASPHALT CB - S .9 .32 ,3 / r, � I \ 2 �`. ��� O . �S� t`� BUILDMCsL /� � �` 2�d FLO�R �ONC. P,4l�NG � w � /' �` , � • � �Y l ( ' \ � � • • oLAYAREA � `i 7. 9� Oy£RHAN� w STAIRS � � \��<� \ � ���� ` � - - - - - � � ,� '�b /, CO '°' � � Tn � '�,ti�, o � \ ,�(�O � �\ •.� � o, a��� � 4Z � � Y S j(� �, F � �� � a o� y � l�.J� � r�sT . �'s s • . STOR �� pING nwec 49.5� A �j \ � �. . . ,. ,o TVVO R� �R gU � F--1 ~ � �. o� ' �., d � ,.� ••..�+ 0 EXTE z � .. o �1 '� + � � ,. � �'At� \ �'p ` �`� � � \ •••���� •� � ca+ m 65. 5� � O I ~ � G E WN� � �--'7 �-� � �� p� '_ ' � ��� � \ \ •••'��� � � � � � � � �� � I S1EP � COHL� �A�L (N O E'1 � ��� �� � a � _ \ SNED FO O O � � oy \f � ''�� \\ `. \ S84 07�00 �" 2 � ro nNe� � c`�o,� .s`' � � �� � E-� \ ' \ \ �� •E N a �sq'S' � � �. OOK 227 n, 219 96 ' �'�r � rT, A 'o \�� \q . 6 ' . _ _ _ - - - 494 � 22. 7' 215. OO ' c�,., � F+� Q' o� �.�\ �o/, 6 p� , F - � d . _ `�"� � � � � i� ' � \\•0�96 � \ \ ` ' - _ p�B ^—_�-'-'-.- _, ./ C£NTER/�NE CHANNE�OFKGORE �062 � O � � ` _-L�� - -- ---�_, CR£EK. � � � = 11 57 '39 " � � ` `- �— � ------ -- ----------- --- - - - - ---- - - ----- - - ----- - - - _-_----_.____- - �', � R = 1255. 15 � A PAR I OF TRA'E� B � T = 131. 49 ' Aic � � L = 262. 02 / LIONSNEAD SECOND��GW�G � �� � � SB1 ' � � ' � � - . , � �\. 19 4`� �E C G , �-� CE - �v6 ✓ 2� ISO W ~`���\ APPROX/MATE f00 YEAR FLOOD PLA/N OF COR£ I8� 6p � CRE£K AS /ND/CA7E0 BY COMMUN/7Y-PANEL NUMB£R \�-��_ 080054 0002 C, MAP RENSED MAY 1, 19B5 OF 7HE �-�f�7T70NAL FZOOD /NSURANCE PROCRAM (FIRMJ FLO00 1N$ZIN1fAlCE, RAIE MAP. '-�� ./J'c Covy��g^t � � - APPROXlMA7E f00 YFAR FLOOD PLAIN ��-- GWnTr+MEV PRa77 ` _ `'- OF CORE CREEK AS /ND/CATfO BY PLA1�5 Architects. p.a � --_. All rign(s reaerved ._ 9ih 10 OF IHE GORE CREEK FL000 PLA/N Tn�e eocument, and the ideas 0 = 33 59 ��� �� ^ � INFIIRMR�lJ S Y PREPARED BY HYDRO- .A and dee'gne incoryorated R = 302: 26 � 1N/AD, LT�.. lN ✓� T,97'.t' ---�.____„— ,� hercin. ae an �netrument of �� T = 92. 36 � � �—�_-- -.--- -' - ---'_'___'___ oroPerty of Gw tlhmey/Pratt � �l /y L = 179. 28 � CQ Nchitect�. P.C. and �e not to ba uastl �� whole or �� port, /or any other project � CH = 176. 66 � � o t EdwataeMwriGtwat�meyorizabo� Henry R. Prott < O�� CB = N 73 23 '30 " W ° '4'O-9 � Date : 9 - 15 - 1998 �5�� Revised : LEGEND � 0 ' - 2 � — � 9ss S89 37 '00 "W 120. 86 ' � E��c ��c rR�;,v sFO���� m l � AlN /NLE ' F C PB O PHON£ BOX i ; EM O EL£C7RTlC M£ 'Fk _ s�+ � SPRINKLER Ht�'D � � _ . � � GRAPHIC SCALE NOTE.' DOCUM£NTS SUBMl7TED BY CV£NT � WATFR VALIE - � i , r � ��.{; �� � �i . �A � " CY , 1R. , ` zo o +o' zo' +a' eo' 1. Deed lrom �ail Associotes, /nc, fo the �ail Re/igious C � I Vi:u - �� ' Foundotion, lnc., doted August 24, 1973. QS SAN/ TARY SEW£R MAAxO� E � �;- L: 3 �'1 �� ;; Z Amendment to protecfive covenonts doted August 26, 1971, . ' fi/ed in Book ?27 ot Page 494 oJ the records o! the Eog/e ��w l4bOD FENC£ � r ` :�� ( Ih FEET ) ,., „ 1 inch = 20' tt. County C/erk ond Recordec , �_1'F° J ;i;, � J Gront o/ eosement fiom ✓ail Re/i ious Fowdofion, to the � � , �` � � '--� 9 3 '- 6 ' DiAh! RO_K Bonk oJ ✓ail, �ndoted. 4. Amendment to gront o! eosement from the �oil Rdigious SITE PLAN/ � Qsoe,o 7ree Foundation to FirstBank of �oi/, doted Februory 2, 1981, Ti/ed in Book 323 at Poge 716 under Reception No. 220082 TOPOGRAPHIC SUR l/EY of the records of the Eog/e County C/erk ond Recorden �� � �'��� 5�22�96 Pine T�ee 5. me finol p/at of BoSo Condominiums os omended fi/ed in DATE a[visions rR.qCT J BLOCK 7, ���, Sh2et NUIllbef Book 396 ot Poge 878 under Reception No. 293771 in the Vf� �L I/ILLAGE F/RST F/LlIVG 1 �� = 20 � . ,. ofTce of the £ag/e County C/e�k ond Recordec 10/14/96 AOD EDGE OF CORE CR££K � �a B/ossnm r_ e TOWN OF VAIL, ��r No. 17/18/96 A00 100 YEAR FLO00 LlMITS (f7RMJ EAGLE COUIVTY, COLORADO 1 Of J C� �J Bush a1 . 2 �� � ir�� o� Bui � o � h� G� athmey Pratt Arcnitects, p.c. � � 000 S. Frontage Rd. West Z val, Colorodo 81657 � Tel: (970) 476- 1147 51" � Fux: (974) a�s- � siz v 3" IZ " �n -�---r-- ; __ i i � _ _ . 3 2 - -�- � - - � � . _ _ At .3 A1 -3 Q � � - �� . . . _ _ , �_ . . . ry � _ � � � _ SICsN - 2 SICsN - I 0 � ; : _ IS GAGE MIN. � �� BONDERIZED � � O . _ STEEL OR .m63 " � U l2 .PJ mm ) ALUt'11NUM �] - ,---� SICsN 6 " CURB ^ �..� � � lUl-IEEL S70P n • I -, � °� SICsN SNALL BE 1�1 A d SLUE UJITN UINITE �I , � ' DI � A � LED SYMBOL AND �Lj - - �� � � I � � LETTERINCs � � z � N �Y � � � � w I �' � W _ � w _ � E"� z � 0 � � w � L ,4 �' OUT D �2� UJING� ON r4C . PA �/� MENT S ( C�N - 1 2 °� SGALE: I!1 " • �� _0�� A�.3 —� rT � �i w � 4 ,. 4 Q j � A1 .3 6 •� A1 .3 r 1 N � W �..f■� � I � i � �i'i ' ' ,�, ; � i , , � � � � � � , j � � I I � I� II �„ �, U I � � � � � I r 6„ � O I _ I � M� � � is �� i � �i � i � I I i � � � I . ,,� �--� Z ti ;�'' , ' i I ' , M�1 II �I ; I I I � �� � I � I, I � I , ' � � � � I� � I I I �� �� ' � �, � � � � � � ' Il �il i � I li � i' � i , ;�i' ,li U i �, � 'I i , i �i � � I � � I � , '� � � H I I I �� I; I I I ' i III � , � , � : I t �, � � , � � 18 GACsE M N. I , I � I I I I I � I � I BOND OR D63 " ;. ,; ��:-,� .��,�� � � � � � "� � � � '� � 12.0 mm ) ALUMINUM V l�1 U �l � � � a�'. i s I I� I �i i � i SICsN _� r I� � � I � °� SICsN SHALL BE Q � C� � �] �J � O � � a � � ' i d I , ; ' �'' �' D18ABLED BLUE WITH IUHITE � s�BO� aN� I , i LETTERING 4' -6 ^ 4' -6 ^ � , I i • G. . C.L . PARKINO ONLY �- � i ' �' I � ! , , � ; � .-� ; . I ' i II � i i I I ' VAN 9' -0" 9' -0" 9'-m" ' II i � � ii ' ' � � ACCESSIBLE G.L . G.L . � � � � � �--� �� � � � � � � � �� � Gwat^ mey Prct± nrcnuects. P.c. N� rlQnb �eeerve0 ' rs tlocumant, ond lne laem c-�a dea�gns incorporatea . , oa on in�trument o' . :��ro�eaaional xrvica. if tne property of Gwolhmey/vratt;� <rcn��tecte, P.C. o�E in * � M * � Mt �ct to 6e ueetl in whala o� ��n .^7 � � 1 �1 � .�7 I I IJ..� O � DIV �,�eY � l I � � I 4 .�7 � LF1 �1 - 2 3 � � Y y �, , DIS �4BLED i�� RiGINC� , �" �. '° � « ,.�,°" w�:'nout t�e wri(ten cuthonrot�o^ o' dwa.a 4. Gwotnme Neny R Prolt scALe : irz �� . r -m° AI3 sca�e : irz ° . i � - m�� ql3 sc.a�e : ia �� , i -m�� AI3 8�� Date : 9 - 15 - 1998 i ir� �� 6 ia ^ � Re,: � ; ea : :---- � 8 SNOWMELT SYS?El'"I - 8 8 �0 - 2 � - �aj89 I IR " b I/2 " � TUBINCs 6 IR" I I/2 " I IR" b IR " ' . GONGRETE 2 " OF GOI"IPAGTED GONCRETE I ASPHAL AvINCa CURS �- °� :•N�ER CF 6 �� Tp � �� SAND GURB i F �NiS�+ GR�. � c I � ASPHALT PAVINCs r GONGRETE PAVERS PLANTER OR ASPNALT PAViNG � � GONGRETE O FINISH GRADE o . • GURB � o : e A : ;'4' ' � - r X � ; a • 4 " GONG. SLAB • , °• . � _� Q ' '• w/ 6 "x6 " E.W.W!"I. ` ' • GONCRETE CsRAvEL BASE OR - PLANTER OR � _ . - � ' � , ' CHRUSNED STONE '� �- '� ; FINISH CsR,4DE N ��' � � �� ` � ' O � � 'b ' o .� � � � � � A�, �7/� i I�G �.< i r. � v�u i � � O 7� � u O O O ( �1� , ; i7 ( � ; ii , 1_� C.u�B I �. r; � " � � � _ 0 1/2 EXPANSION MATERIAL o � r, � r . � �� �,���%� v . - � � , �. � , ;� � �. - � rC�o • � O ,�� o � p � O O G pri o �� O - ��� �Gr, n 'i ' O r . 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PLUMBINCs FOR FUTURE � C❑ - GP AT 9 ' THROUGHOUT THIS LEVEL � Q . - ,' PLAN LA`rOUT AS SNOWN � i ,,• • AS PER UL DESICaN - - i I � � , L 209 138- U OR ; a" � L 210 151 - U HXP03ED GRID ; ; " � � � „� GRID AND TILE SI-IALL BE 8Y ' ;; � I '"� � B�� A R M S T R O N G � ' _ �y'� � _ _ _ _ 'i d1� � I L _ _ _ _ J I � _ .. _ _ I I / I O /� / v+ F..�� I, � �i r� Y 'Y � i Y I r � / I I � J W � X W � A4. 1 A4. 1 I � ��' � N I I o � IO � I I ♦ I - - — � �_ N - - -__ ' ' _ _ _ � M ' � CoPYrgbt - =+� - � Gwathmey Prott � Arc�itecte, p.c. � � -F � -E � _p � -�� � -8 � -q "oyE NI rignts reserved B�� Thi� documenl, and the i0eas I I I I I i � � I I a�d designa incorporoteG I+ann, os on inrt.ument o1 I I I Orofeesiond servfce, ie l�e property o1 Gwat�msy/Pratt/ �� Schultz Mchitects, P.0 onC Is q3. � not to oe osed �n wno�e or In I I Mout the written author¢o['�on I i I I I ' I I of EDrorE M GwathmeyeJr . Henry R Pratt or 5d�ry Sc�vltz I I I I I I I I a _ LINE OF DECiG ABOVE D � — — — -�- — � i i , i i i I Date : 9 - 15 - 1998 s•-s iiz• ia�-s ii�• io�-s ii�• s�- s iiz• s�-s vz• io•-s ii2• io�-s iiz• s� - ii i �z • _ I a _ o• _ ,� Re � � sed : 4'-0' 14 '-11 t/2' 31' -]0' 10'-0' 32'-4' �1' �����- �� ELEVL.TOR �NSTA�L REDUGTION OF HALL � 89'- 1 1 /2' ------ - -- - _ - - _ -- -_ I U, pT«� 1 2 ' EXTENTION C� L 3RAR� 11 - 3 - 1998 B A4. 1 ��—�=;'• � , a i .; . ci � C ^; , ., :r� ` ' � � .�a�p, � � `' � EDWAP, D h1. � ' , ` � RODM FINISH SYMB ❑ L / KEY TO RO � M � INISHES r� orth ` e `;`; ' �� ' ' �', ' ^. ° - �' �I `, � , i -, , , . UNFINISHED LOWER LEVEL FLOOR PLAN � - . CEILING HT W a RO ❑ M NAME / NUMBER SCa� E � /a " = 1 ' - 0 " 2 � 5 � .� � SC� . ft . v VARIES(SLOPED) i 8 FLOOR BASE WALLS CEILING C CARPET & PAD - NONE GP TEXTURED DRYWALL _ NONE ShE2f NUf71b8 � C❑ SEALED CONCRETE W W�OD AS SPEC'D HOCK g TROWEL GP TEXTURED DRYWA�L PAINTED AT AC�US7IC TILE GT FIRETAPED GYP A2 . 1 � Gwathmey Pratt B Architects, p.c. A4. 1 1000 S. Frontage Rd . West voil, Colorado 81657 TeC (970) 476- 1147 89'- 1 1 /2' Fax: (970) 476- 1612 15'-5' 29' -5' 13'-I1' 24 '- 5' S' -I1 1/2' � 5 1/2' 10' -6' 4'-Il' 7' -10 1/2' �"-11" 13'-7 1/2' 1 '-6' 10'- 11' 1'-6' 4'-6' 19'-5 1/2' 5'-3' S'-3' 4'-6 1/2' 3'-4' S'-8' 2'-3' 6'-9 1/2' 6'-LO' 3' -2' 8'-9' 7'-6 1/2' Q i i ' i i i i � I � i � A5.3 � r — - - - - - - — � � , I � � O I � — - - - - - - - - - - - - - - - - — � U neovE '� ��..yy ^ _ — � _ � _ _ _ — � � � � _ � _ _ � — J _ _ — � _ _ I _ 2-T Ia"a36 " HETAL � I _ — I _ _ _ — _ — _ � _ _ _ A A `V — ENTRT GRATE _ — — — — — — I 1 �� I _ _ _ __ _ N - __ _ ' _ ^ ^ � I ' � L M ' TO L M � PrzenaNUFacTOrze� °' � � � I , � � � T T GP& T AT 9 ' T T GP & T AT 9 ' MET4L STG�R '� u� 2•� �, � 7�,k�„ o, GONTR TO PROVIDE , . , . . . � ~� � p_� err*�er re 2- 2-L 2_M SHOt� DR4W�NGS ._ 2_N 2-p I M � � � O - - - -- - - - - i � i O i I " � � - - - - - - - - x- —* !�1 I VESTIBULE � � � � I � T �✓ GP �✓ U 1a"x36" MET/a� ' ' . ' . , _ _ - . I O � _ _ _ _ _ _ _ � I N I NOgE ENrqT GI¢.4tE i i ih t+osE _ I B 218 ^ i 2� 19 i aV�F. Z � eiee ; i I `" /y U) W 1� w .p � . BIB6 . _ ' � I � . . . � I _ _I- - S � I � � � WORK RM. � i �n ' � C�UNSELING RM - 1 Z � � i � \ i� i � i i � A5.2 i � i I .� I C W GP AT 10 ' � ' ' �� �, ' ;. ; st�,K Y a C W GP AT 10 ' 2 � \ ; , � W � I ` J , _ - - ,- � - � � 2-I 4'-0•� � 2,8 I i CLOSET i V► ir—_ i FUTURE ELEV i � � � � A I 2,16 5 1 /2' I . - : . I down -2-5 �i C W GT GT 12 i � N I n' /� F� � � : .�, r' 0 0 ) 'I 3-SHEWES � I � � � W � A4. 1 � I _ ` I 2.� 4 2,11 � � � JANIT�R 2.4 � � A4. 1 � v � ` 2�5 07 i–ai I m , � — - - - - - - - - � 3 � _m11x4� _O,� ABOVEGCESS NICHE I I / • �� I \ � r, � � _ — _ _ _ _ — � _ _ _ _ — _ � . R1 N I HALL S A � �� � C W GP AT 9' Typ, 3 C ❑ - GP AT V a 6' -0' a�-o' � �AL W GP AT 9 ' � N I 2 A4. 1 � 8143 ' - 9" 5 1 /2' S 1 / 2• I r, � � � roP oF w x A4. 1 O O LICsNT WEICsHt � � � � V ^ I 2. 13 2.12 y, 10 I GONGRETE 2.6 2�3 2,2 p � � ,0 2.15 7 TYP. i � / I o � � / _ ~�f, � I A5.3 \ _ � 2 n' ` F-1 N ° COUNSELING RM -2 �- _ � � I LIBRARY --�- � �-- ! --- N ry � ' -~ "' N ° I 2_H C W GP AT 10 ' C w GP w v A4. 1 I � � a M�1 �...� `� � o � � F �, _ ,� 6 „ I ' � U I TYP. T`'P. I ^ W � d 3 ~ x � I W TYP. A4. 1 P-Q �' � _ �� � F ww � � N N � N � � � � � W � � A � ' ❑ E ICE - 1 OF� FICE - 2 0 I - � � > � � FICE - 4 OFFICE - 5 O � FICE - 6 I � N � � � I� � Zj O I C W GP AT 10 ' C W GP AT 10 ' C W GP AT 10 ' `0 A5•Z u C W GP AT 10 ' C W GP AT 10 ' C W GP AT io' � " � 0. �( a+ t � � a � �� a N _l I � 2-G I I W W Z \ d Y � mo ° } y o ' -+ � w -' uv J C� � — o q a � � z LL �.� .� b — — — — —{ — — � , � m I �n � w I � J J � J Q °' I 2-U A4. 1 � 2'g A4. 1 I � N � � � Q � J 0 � Z � � 2-R ve r�- Q � � p covr�rgn� ' Gwathmey Pratt � � � Arch7tecta. P.c. I N . � Ail rights reserveE 2-F 2-E 2-D 2-C 2-8 2-A Thls document, and Ne ideas I I 1 I � I I ' I I and deslynn incorparated 1 D E C K n�rin, oe on inetrument o� `o I profeaaional service, n the Archqects, P.C. antl s � i Droperty of GwothmeY/Pratt/ W I _ _ _ _ i_ _ _ — � _ i � — � � — � I _ _ _ _ _ _ — _ _ I _ — _ — � � i � � � � � _ I � _ � — _ — J i li parttfob�any�ofher proiJedr In i ,� wRhoul the xritten authonzotion � 01 Edward M. Gwat�mcy Jr., 1�-10� 10�-�� 1�-1�� , Henry R. Prott � I I I I I I i _ _-_ .—_ _ -_ _ _ _ . ___ '. ' _ _ _ 9,. � I I I I I I Date : 9 - 15 - 1998 7' -5 3/4• ��-s aia• s�-5 ii2• s� s-s ti2• s� s•-s ii2• s�-s ii2• s�-5 ii2• s�-s ii2� s� s• -s ii2• s� s� -ii ii2• � Revised : - o � rl,, 10-41- 1998 lO' -S I/2' IO' -S S /2' SO'-lI' lO'-Il' IO'-S SI2' lO'- 11 I/2' � C_CVATOR �NSTALL REDUCTION OF HALL 14' -11 1/2' 31'-10' 10'-0' 32 '- 4' � w' DTH t 2 ' ExTENTION OF � 15R,4R7" e9�- 1 liz• 11 - 3 - 1998 - -- _ _ _ _ � B Y" na. � .;; �"� , :��:;RO M. ��.,, . ,;� �Inp,LY . JR. �: I 's , � , ., _ � � „� R � � M FINISH SYMB ❑ L / KEY T ❑ R ❑ OM FINISHES V ;- �' �, /�` ��� CEILING HT �lOrt�'1 - �� � R� OM NAME / NUMBER ENTRY LEVEL FLOOR PLAN - v VARIESCSLOPED) W C SCALE : 1 �4 " = 1 ' - 0 " 2 ��038 �� SC� . ft . FLOOR BASE WALLS CEILING e C CARPET & PAD - N�NE T CERAMIC TILE AT ACOUSTIC TILE � heet NUrpber C❑ SEALED CONCRETE W WppD AS SPEC'D GT FIRE TAPED GYP, GT FIRE TAPED GYP. T TILE AS SPEC'D T TILE AS SPEC'D GP TEXTURED DRYWALL GP TEXTURED DRYWALL HOCK & TROWEL HOCK 6 TR�WEL PAINTED PAINTED Q�� ��QQR ����$ S}-IALL BE EQUIPPED WITH AN W WooD As SPEC'➢ A2 . 2 AUTOMATIC SPRINKLER FIRE EXTINCsUISI-lINCs SYStEM � Gwathmey Pratt Architects, p.c. 700D S. Frontage Rd. West va�n, Cobrodo 81657 TeC (970� 476- 1147 Faz: (9 ' ) 476- 1672 I I i ' � I I I I I � B o � I I � ' I I I I � � I I "ZA�ESKI " GOPPER SNOW-GUARDS � �i � � � � I A4. 1 OR EQUAL CAKA SNOW-GLIPS ) GOPPER � � I I ' � ; ' ' � '�I ' I � I � i I � COPPER FOR SPAGING GONSULT TFJE DOLLN SPOUTS � I , iF� I7CW . Rf1.lOF PIT 4{) il �I ; � I i I DOW� BPOUTB GOPP£R CsUTTERS I � , i � i I-� I f�"M�R2. TI-11$ � DO�I� � � I ' GOPPER GiJTTERS MANUFAGTURER AT: C860) 225 - 1614 � i + ' � i M �� ai ONLY. 9 + 1� ` I, I, I � ' ; ` � T h � � ��� \�/ - � � �� ;�, � � � � � �f � � � � t _ _ _ - _ w z - �� ' ' " ' ___ - - - �+ - -_ ' P � ' ' � i � ' ` �..3 r '� � i � � i �--� �i '', I ; .-. I � ' - - --� � � t� � I A-1 A ; � I " � - � I � '' � I " � I ' I '. ' r � � � i I I.._ ,...� �1 U' -- co�eR - � � _—_ -- � , z DOLL.N Sf'O11T5 I , ry - I � i r - � _ , � � i - - � �-1 1 I I M � i--i « � i � � I � { — � l F+i i w � � i , � � i I i i �./ � . � , i � i i I � I� i N � i �� _ — H ICsNER GEILINCs I i i E w i i PORTION OF INSIDE r_, ...� I i � — F+� i OF ELE WATOR � i SNAFT W i � � C7 A A II �i A4. 1 i i � A4. 1 � � � i j , ' , � W 5 , ! �' � � ' i ' ' - - - �� . a ' i ' -- i �� �1 � � - - � > II ' - - — N � _ -- -- - - -- — - iyl �"a � - - � , � , _ _ ; --_ , I — — _ � � � � - - _ Q-i' � — — � , W � I x i i � '� - - � � � Ia- � i _ � ; C-� � i U i I - - I� i i ' � - II � I III - I � II I J1 - � �� (� � .� — ' � I , � II � _ � F/-�, DOU.N SPOUtS � � - '+ ` r ..J�� � � ' I I I, I � I ' - il ; ',�I I � I I _ -_ i' I I -- -- � - - �� � ►� I � � � � � � - - - ' ! , � � I � ' � ; i ror� oF ROOF PITCI-! F" ' I � � � NOT=EXG ED � � - 12 TYPIGAL U .N .O . � d� i — � _ i i am , _m„ � �� F GOPPER CsUTTERS — i ' � W -- I 9 �i - _= I � z o � � � �- � ii � � � _ — � I a �i � � _ _ I � - � - - � � - _ � � . - - -- -- - -- - - - - - _- -- - � � � � - I , � � — — � � � NEf:� V" CED4R I SHAKE RDOF 'NCs li I I i I I . I , . � .� -_— (�1i CoDYngM ; � � ���� GWATHMEY PRAI� I N�niteds, p.c. NI n9hta reeerved �I I �� �i IrG�'"' � RQ� '���� � _ —' - - i I _ "+�a dxumsnt. onC lM '�Oeas � t+� 18 ER TH15 Dd�R -- - c^A Cenrqm intorporaled M1C'n Of GO i0!!NTlOi O! --- - - - - - - I ;� � � � . �� �- a2 ', � , ��i , QNL�"( 9- 12 . � i _- - _ . . _ - _---_ - - � crotne'�onai aervke. ie tne . i I � I i i I I —{�-�-- vnrcArtecte p�M�may��Protl/ I I'� li I I I � �i I I' I ! '- -� - - ' --- - -' - not to bs uaed in whole or In COPPER CsU i TERS w tnout� tne�wrtt�n aurtrwrxaGon al Etlward M. Cwathmey Jr_ Henry R. Pratl GOPPER . 1 8 DOWN SPOUTS L—._- - — - _� A4• 1 Date : 9 — 15 - 1998 r Revise �7 : �9 �-si - i�e ELEVATOR IN3TALL REDUCTION OF f-IALL WIDTI-� t 2 ' EXTENTION OF LIgRAR`' ROOF PLAN � orth w e SCALE: 1 /4" = 7 ' - 0 " S ' , ^ ,� _.. . - - '<� �D:^l.4RD M . �� ��_ " , ;:' �l� 1R. � , , lf LJ � 1 < .-,I`�_ --, ,,,',,.,�. Sheet Number A � . 3 . �'" � pREMANI.�AGTURED Gw a t h m ey WEATHER YANE PAINTED ra � Architects, p.c. � 000 5. Frontage Rd. West � Val!, Colorodo 81657 A7. 7 TeC (970) 476- 1147 Fcx: (9'0) 4?6- 1612 GEDAf2 SNAKE ROOFING O �i a 0 � � a 0 � � - -- w � ,� a - - - .. .� Q � - - - - � � z � w � I-�I -- � z-T i � F-�-1 a TOP PLATE - - I - - � � - - - - - - - - - - - - - - - - - �J - - _ ?OP P� L.TE � -� - - _ - - - -- - - - - - - - - - - - � - - - - - � m � w � ROUCsH - SA � w � w w � i� � � W DF. EXPOSED 3 � Z-N li � 3 1 2-L 2-K j w I �� -�-� � BEAMS TO MATGH w A 6.1 ' I w A 6. 1 i ' 2-d , r T, ,, ExISTINCs GNAPEL Z-0 A6. 1 ' 2-M A6. 1 � h+i �— � � � � E.IF.S. STUGG 2, 1 � 2,7 2.17 � ' SYSTEM . FINISN FLOOR A6. 1 A6. 1 I ciNiSH FLOOR w � � - - -- --- - - - - �- - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - � � O � �' � NORTH ELEVATION `� Z y � E � U SCALE : 1 �4 " = 1 ' - 0 �� � PREMANUFAGTURED ~� � H WEATI-IER vANE PAINTED � w Q _ ' � � d 4�_0�� 8�� _ � � a BUILT-UP �� � GROIl.N - ' � � A—A Q� • . . .� — � 0 1 ' - STUGGO PINISH ! . ALL EXTERIOR TRIM, � . FINISN MATERIALS, � RETAINING WALL �' GOLOR AND TEXTURE 4 . • SEE STRUCTURAL SHALL MATGH THE � coPY ,9hi , . PLANS �� � �� � � EXISTING vAiL G1-IAPEL GWATHMEY PRATT ` � - � � � �' Architecb, p-c. �� Q Q 411 righb reservetl ~ � -- —�--- ih,y dp�umant, and the iaeas � i � I-1 � —_ __— ___ _ . _ —_-- - . — _ � cnd deeigne incorporateE X � A—A � --- - --_ _- -- W --- — '_ --' -- � - - — ne��n. ae an inetrument o! A—f1 �R-�p�������- � n�operty of Gwatnme /Pratt Drp/�5li0lql !lrviCG, 9 lh� � DRAIN 0 - ----- -- - - -- - -- - — i � � - ------ -- - __ _ _ _ " _" _ perthlfortanyother project . a[ to �e ueeE n w�ole or In i w��.thout the Mritten outhorizotlon �. � - --- '--'--- —' _ � �' - - - - _ . li o' Eewo�a M. Gwathmey Jr.. 11 ' MIN. 1 1/2' MAX _ � -- -_—__ _ J ' ���7 R P�att I . -- - - - � •' e \ _ - _ 1 ¢ , � RETAININCs WALL - - -- = se� sTRUCTU�a,� —__ - _ � Date : 9 - 15 - 1998 " t�� Ra�. . Nosin� � P�arrs _ —� Re � ised : -- ����� OP PLGTE " - - - - - - - - - - - - - - - - - - - - - - - - rl: I0-21 - I°J9B — _ - -- _ —- - 8154 ' - ° ELEVATOR INSTALL REDUGTION OF HALL CONOCRETE STAIR C-C \ WIDTH t 2 ' EXTENTION 5EE STRUCTURAL '�j oF LiBR.�.RY FOR OTI-IER DETAILS �-�\ ;— - � � B—B � � 3 � � , _ � Rou�u _ s,c,,a., 2_� i A6. 1 I A6. 1 pF. EX?OSEC I w � w 6 BEAI'iS TO M:,TG•: � � L2-M A6. 1 2-U __� A6. 1 �XI$TING G�-+L.°E� RETAININCs WALL -- � / ,, t OY � L�l � � ' �' � �� t , � � � SEE STRt1GTURAL - �, : -;•� p PLANS � � � ` .� E� ,va�� r� . � STl1GCA 2 A6. 1 i �� TOP OF � . 6tii�T�;i;'EY , 1R. _ A6. 1 C I N . 2 " OD. DIA. PIPE - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - --- I - - - - - - - - L �Cs:iT IilEIG�' GO'vC � ' � � * ; �, , ^ l� l _ _ _ _ � - L _ _ _ _ _ _ _ ' _ _ _ ' _ ' _ ' _ : Z� 1-iANDRQIL B- B HANDRAIL I I/� " FROM - 8143 ' - 9 ' ` � ' •` �q FINISNED FAGE OF WALL _ _ _ _ _ . , ° � '^ � METAL SRAGKET AND 34" FROM STAIR `> . j - --"` , . � 0 a TO WALL AT MID -SPAN TREAD N051Nfs. �� � "�'' � F- - N a SYSTE „� � ____________ IF.S. 6�11GG0 M i o �-� EXTERIOR STAIR 1 WEST ELEVATION ' � ;� neet Number SCALE: 1 /2° _ � � -o° A3 . 1 SCALE: 1 �4 �� = 1 � - 0 �� 1 ,5 '�. " . A 3 . 1 _ TOP OF GONG. - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8132 ' _ 9" e . � PRPMANU�AGTl1RED � UIEATNER vANE PAINTED G�v a t h m ey � Pratt Architects, D�c. 1 A7. 1 10�0 S. Frontage Rd. West va ' , Cobrodo 87657 TeC (970) 476- 1147 Fcx : (970) 476- 1612 — -- 0 - --- - - --- - - A r— _ � � � � � a � GEDAR SNAKE RDOFINCs � � a -� � Q ; w � �� C� 2—R - u � �j TOP PLArE ` I ' M � . . � TOP PLATE �� ����� - - - - - - - - - - - - - - — - - - - - - - - - � - - - - - - - - - W G4 8154 ' _9�, � � — ----- -- � � � � 07 �� 2 _ �i w .-�1 ROUCsF-1-SAWr1 A4.2 � 3 � r � w DF. EXPOSED "' "' w "' w i A6. 1 w u � 2-G 2-F 2-E 2-D � � I 2-A L � Z � BEAMS TO MATGH 2,9 2-� W � i EXIS?ING GHAPEL I �J i O I I I Z-B A6. 1 I �� � � E.IF.S. 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FIN15H FLOOR r - ---- - - - - -i � ^ ^ _ _ _ _ _ _ _ _ _ i FINISH FLOOR � �- _ 7 - - - - - - - - � - - _ _ - - - - � z 8132 � _9�� - - - - - - t=====____� - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - O - - - - - - - - - - - Q.�' SOUTH ELEVATION a , � n�. i sr_n�E : i /a " = i ' - o " � .� . � CoDYTight � GWATHMEY PRATT �, rvUdecU. D.c. . ai righb reeerveA � T1ris document. and ihe i0eos ana Gecigns incorporotetl i henn, oa an instrument o1 ' profeeaionol aervitt, 's t�e _ _ _ _ propeAy of Cwothmey/Prott - - - - — ' — — - -- — - -—-- --- - � Arcnitxte. P.C. ond ie - - - not to be useE In whole or in _ Dart. for any other prqect _ _ , without lne wnttan autFwrization of Edword M. CwaMmey Jc, - --� Menry R. Prott � / , 1 ( -- GEDAR S�-!,4KE ROOFINCs � � � Date : 9 - 15 - 1998 , � � � � � --- ; � � � Rev � sed : � � i � � _ -�. — � � I ' _ _ "L �0– s�- 1999 �� � � � �'�� ; � E � EYGTOR INSTAL� � _� _ _ � � _ _ � , L I 4EDUG? ION OF NA� L - - - - - - - - - - - - - - - - - - - - - � �� BRGRY TOP PLATE - - - - - - - - - - - - - - - - - - - - - - - — -- .� _ 'f- t 2 ' EXTCr,�TiOK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - 8154' -9" 48"xbm " ROUNDED TOP ATTIG AGGESS DOORS ��� � I 3 i �iOlJr3H - SAU1N DF. ExPOSED �'h A6. 1 I BEAMS TO MA`rH ' A6.1 EXISTING CNAPEL �`�) �� 2 0 2 P ED'J�lr1RD M. , � : ,; aT: i .',' I_l'. J � . � y`t ' I .IF.S. 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Frontoge Rd. West Vail, Colorodo 81657 � Tel: (970) 476- 1147 W 2 Faz: c976) 476 - 1612 0 � 2 - 2x6 RAFTER TAILS - - - - SIM, �, W � EAGH TRUSS SACK- � � � A4 . 2 � � SPANINCs 6 ' - 0" � i � � � o w R- 38 INSULATION ��� � \ - . .. �, r �,. . , �, � A:y i � � � � ;LI �� � I � ; IIIII � �� �,I � � i � I � I !�I �� III � I I Ili J � � _ �II i ', ��� � � TOP OF A , � _ wooD rRUSS 2xim BLOCKU.� ��\ �_- � � \ � �LATE 8154 ' - 9 " O � = � . \\� � � a 2xa c��aR FasaA ` . = � � � AGOUSTIGAL tILE ` J �'�' W ^ ' � a c� i � ir�� � � � � � ��� GONT. 2 -2x6 TOP PLATE 2 � A42 � ' ` - � � � � � z 1 . z - zxa w�ir� � 2x sua -F,ascia , � , � , � � a , uJALL TOP PLATE � R - Il INSULATION � � '— WINDOLU I-4EADER � � �, � ' ' SEE STRUGTURAL 2x4 FURRINCs STUDS - ,,; � � � 916 „ � C E . I .�.S. STUGGO N m SYSTEM OVER � ��'� - - V2 " PLYUJOOD w '� ,� � � W +; �� Z � � __ _ °' 00 � � �4 � � � � � 1�1 3 w � � 2 SGALE : 3/4 " = I ' _0" ,L�t�,2 r l � � \� � UJINDOIll V � SEE UJINDOLU DETAILS � Q �� ROOF ON SHEET A6 - I 7 , � � �� � � � � �� � P17GN � , � `�_ TYP. r � ��,_ � ry i� i � � � 5/S " GDX PLYWOOD DEGKINCx 5 /8 " DRYWALL � � � _ ` ���:; � � O � � OvER ro MILL POLY � ���� �� VAPOR BARRIER — ` � � ; � \,, �ULL GO�/ERACxE OF SELF ADNESII/E ' �� "�`:� WATERPROOF MEMBRANE � � � '� � � ` . ���� =; SYS�EM OVER ~+ ~ ~I �� � � . � °��,:; 3/4 " T 3 C� PLYWOOD �_; 1 /2 " PLYLUOOD � E-' � a • � \ \ ��� \ CEDAR SI� INCzLES �, U � � � � � SEE STRUGTURAL PLANS �� � R - 19 INSULATION � � i ' \ \ � ` \ \ \� �' PR� - MANUFAGTORED TRUSS FINISN FLOOR � Wa�LS EXTERIOR �� � - � � \ . \ _ ��,� ' � � W \ � ` . \ `\ � �:�\ 3 1 I/2 " LICsHT WEICaI�T —� �� - - - - TOP OF A ` � � Ad� CONCRETE PLYU100D 8143 ' - 9 " � � d � � \ �` \� 2xlm BLOGKING � ; O _ \ . \\ C� ` � , ° � � � a � 4. -- � � � `�. � 2 " AIR SPAGE _— � ' ' � � � "" FLOOR FRAMINCs � MINIMUM TYPIGAL SEE STRUGTURAL PLANS � � � � ,�:� � ; i� - 3 � IN � UL ,4T i ON . ' �� ' � . � ,�; �' , , . �, � \ � �. � � �� ���� �� � \ \ .\�. � � .:� 0�. �V � � � � '' BASEMEN7 SI-4AL � \ � GONGRETE FOUNDATION \ � � � �`: BE UNFINISNED ' � ' LUALL SEE STRUGTURAL ��� � 2 ` , , - � � ' � � � �`�`��_ � :� � �� � i , - ,:i � . _ � � I � � � , � � �� ROOF 2 - 2x�o RAFTER TAILS ' � o �opy„��, • , � PI TGN � - � , . EAGN TRUSS BAGK - � � \ GWATHMEY PRATT i ' � � i � � � T'�' SPANINCx � ' - m " �, ' � Tn„ a«�a�� a�a �h� �d�a, . F'• , ��� ri �� reaervad � i � � � � , � � � � ', l= '� � � L'' �-� � �� U � �.� � � � �� and deeigne in<orparaled // ` � 2x8 MIN. BLOCKINC� W/ 1/2 �� � � A. \' � herein, aa an imtrumenl 01 \ / \ \ I I A�ch le<te a'P.C.rvond 9 the ' '� - _' /� ..` `� �\��� LQ� B�L � W� � � �ZI � DIA. UJAS�-!ER Droperty of GwathmeY/Prott/ �\ �� � not to be uaaE in whole or in I �--� - ��� '�� �` � � COUNT� RSUNK AND PLUCsCaED \�. ;��" ,o�, io, a�r o�na p,o;�« _ `-- _; � � ` � 2 " TNK. FOUNDAT I ON w��ho� �he writlen a�,YO,��a� o� r __'. / � ' ��� �_ � i ' � � and� Henry R. PraltAme J�.. �--- —, '� ���� INSULATION OV� R � � � ��` 2x 3UB - FASGIA `�„ � ��- ;�/ , � "MIRADR7 " UTATERPROOFINC3 �_, � �: �, GONT. 2 - 2x6 TOP PLAT� C� lx(o T dCx "V" CYROOVE � ��� � ��� `- � � � �, %� MEMBR4NNE � , �� � MIRADRAIN - 6mmm ' CJ GEDAR SHEATNINCz �� ' \ GONT. GOPP� R EDC3E � � \ � ; Date : 9 - � 5- 1998 = i,^ ' ' DRAINACzE SYSTEM C �� �`� , % � Revised : � �_� � �� , , FLASNING Tl'PICAL w/ DRIP I , � . 2x4 FURRINC; STUDS � � , . � - AGOUSTIGAL TILE ml6 " O.G. � � i� � 2x8 GEDAR FASGIA � � ��-_ , � ��' CEIL �NCz - -- — -- � �---_�, � w� SEAL�ANSION JOINT � ? , � '� � � ' �� ,12 " pF �sRAvEL FILL �' � � � � � C� , . �� � A', . , C--' CONT. PAINtED ' ' ' 5/8 " T7PE " x " DRYIUALL C-� M7L. V�NT � �� � �-` O�/ER �o MILL POLY � GONGRETE SLAB , vAPOR BARRIER � � Sxlm FIR WOOD SEE S7RUGTURAL ; _''/ � a ,r , � / � � �_ Tl'PIGAL � � FAL9� RA�TER TAIL �� � '` ,;:�� '`'�` ` ��� � �; C � � TOP OF , J ' 2 " SAND — " '� ° �� I � � ; � � - CONCRETE 813 - g � 2 � �� � , ff ECV�LIRD PA '� � �-� � , OvER �o MILL POLY - �� • . _ '�: . � `�: ;yi; , I � ;, � r�� rY, ls� _ , � ` -- - - - - � _ _ _ � � _ � _ _ , 1 �� VAPOR BARRIER �:� � •_ ; \ � '-"� � u � ' � JLf1 I R- I9 INSULA710N _ 1� PLYWOOD I 4 �. ' �i ` �,, � . �— _, 4 " OF CzRAV� L—� `� 4. ` � J n . . � .�, ;, % __ - E _ I .F.S. STUGGO SYST�M FOUNDAYION DRAINACs� -- - SYS7EM AS PER C�EOTEGNNIGAL REPORT TYPIGAL Sheet Number FROM TO TOP EDC�E CONGR� TE FOUNDATION � � � � � OO � � /-�h Y � S p � , „ � ��t�R SEE STRUCTURAL PLANS 3 - 9 TAIL � � � � � O � � � C � � o � 2 SCALE 3/4 �. . �� -m�� A�� a 4 . 2 - SCALE: I I/2 " = I ' -0" A�,2 v , . � � " .1 . . . . . . . . . . ... . . _ . _ . < _ _ _ . . _ . _a . . -. - . . . . . . , s �� � . . . _ _ _ . . r f ._ �- - �.� J .� ! � � -- �r ♦ � • - . , � . . , �- - � • . _ . __� ' - - - - - - - , _ , � . . : . � . , .. , : .. � �. : To . _ . . . . . . , _ . , � . .. „ _ , . . . . . , . . . . . . .. . .. , ,.- . . .. . . . _ . . . .. . , . , . . . _ _ . . _ _ _ . _ . . - - ., � _ � ,_ . .. .. _.� _ . . _ . . . - � .. - . , . _ . . . .. _ , . , - - : - . - _ - - • , , - - � , - _ - - _ _ . , . _ . _ . . . - - . . . . , - _ - • -. . . _ _ _. - ._ . . . . . . . - _ _ _ _ - .. r WINDOW SCHEDULE DOOR SCHEDULE P �WATHMEY W WINDOW Architects, p.c. WINDOW FRAMES DETAILS NOTES DOORS FRAMES HARD- DETAILS SCREEN NO LOCATION REMARKS 1000 S. Frontage Rd. Wes N0. LOCAl10N TYPE SIZE TYPE EXT. FlN. INT. FlN. JAMB HEAD SILL REMARKS TYPE SIZE WxH 11iICK SWING INT. FINISH TYPE SCREEN FlNISH WARE JAMB HEAD van, co�oroao 6 � 657 � � Tel: (9?0� 4'6 - 1 ' t' Fax- (9��i) ?�6- 1612 J 1 - A BASEIAENT ANRJING 4'-0' x 4'-0' W ALUM. CIAD UNFlN. YES 1 -A6.1 3-A6.1 4-A6.1 ARCHED HEAD 1 -1 BASEMENT M 3'-0" x 7'-0' 1 3/4" PAINT {� NO PAINT SELF CLOSING w 1 - 2 ELEV. EWIP. 8 MEqiANICAL W 3'- 0' z 7'-0° 1 3/4" CLEAR LACQUER y� NO STAIN SELF CLOSING � 1 -B BASEMENT AN?JING 4'-0' x 4'-0' W ALUM. CLAD UNFIN. YES i -A6.1 3-A6.1 4-A6.1 ARCHED HEAD J 1 - 3 CLOSET - FUTURE ELEV. M 3'- 0" x 7'-0" 1 3/4" CLEAR LACQUER � NO PAINT SELF CLOSING W J 1 -C BASEMENT AVJNING 4'-0' x 4'-0' W ALUM. CLAD UNFIN. YES 1 -A6.1 3-A6.1 4-A6.1 ARCHED HEAD � t - 4 STAIR W 3'- 0" x 7'-0° 1 3/4" CLEAR LACQUER yy NO STAIN SELF CLOSING 1 -D BASEIAENT AN?JING 4'-0' x 4'-0� W ALUTA. CLAD UNFIN. YES 1 -A6.1 3-A6.1 4-A6.1 ARCHED HEAD J 1 - 5 BASEMENT M 3'- 0" x 7'-0' 1 3/4" PAINT M NO PAINT SELF CLOSING � � 1 -E BASEIAENT AVINING 4"-0� x 4'-0� W ALUM. CLAD UNFlN. YES 1 -A6.1 3-A6.1 4-A6.1 ARCHED HEAD NO a y NO 1 - F BASEIAENT ANTJING 4'-0� x 4'-0� W ALUM. CLAD UNFIN. YES 1 -A6.1 3-A6.1 4-A6.1 ARCHED HEAD N� O e-- � � � a 0 � � J 2-t HALL W 3'- 0" x 7'-0' 2 1 /4' CLEAR LACOUER yy NO CLEAR LACQUER SELF CLOSING a 2- A OFFICE-6 AWNING 4'-0' x 4'-6� W ALUM. CLAD STAIN YES t -A6.1 3-A6.1 2-A6.1 ARCHED HEAD �yJ f`y �..� -J 2- 2 OFFlCE-6 W 3'- 0� z 7'-0' 1 3/4� CLEAR LACQUER y�r NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. w 2-B OFFlCE-5 AWNING 4'-0' x 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 nRGtED HEAD > 2- 3 OFFlCE-5 W 3'- 0� x 7'-0" 1 3/4' CLEAR LACOUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. a � ; � W J 2-C OFF10E-4 ANRJING 4'-0� x 4'-6� W ALUM. CIAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD J 2- 4 WORK ROqA W 3'- 0" x 7'-0' 1 3/4� CLEAR LACQUER y�r NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. � 2-D OFFICE-3 AWNING 4�-0� x 4'-6� W ALUTA. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD . 2-5 JANITOF2 W 2'- 6' x 7'-0� 1 3/4� CLEAR LACQUER y� NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. �� (� � 2-6 OFFICE-4 W 3'-0' x 7'-0' 1 3/4' CLEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIIA. ' M � `�..a � 2-E OFFlCE-2 AWNING 4'-0' x 4'-6' W ALUM. CLAD STAIN YFS 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD � 2_ 7 VESTIBULE W 3'- 0' x 7'-0' 1 3/4' CLEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. SELF CLOSING w � Z 2-F OFFlCE-1 AWNING 4'-0� x 4'-6' W ALUM. CUD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD (V 2-8 VESi18ULE W 3'- 0' x 7'-0" 1 3/4" CLEAR LACQUER yy NO CLEAR LACQUER SELF CLOSING T \ � � (�f 2-G CONCELING ROOM-2 AWNING 4'- 0' x 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAO � • COORDINATE KEYING p- g LIBRARY W 3'-0' x 7'-0' 1 3/4' CLEAR LACQUER µr NO CLEAR LACQUER SELF CLOSING � REQUIREMENTS WITH 2_ 10 OfFICE-3 W 3'-0' x 7'- 0' 1 3/4" CLEAR LACQUER y/ NO CLEAR �ACQUER 7-A5.3 7-A5.3 SIM. � +� 2-H CONCELJNG ROqA-2 AWNING 4'-0' x 4'-6� W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6J ARCHED HEAD THE OWNER. � 2- 11 W061ENS TqLET W 3'-0" x 7'- 0" 1 3/4" CLEAR LACQUER yy NO CLEAR LACQUER 7- A5.3 7-A5.3 SIM. 2-I CONCEUNG ROOIA-1 AWNING 4'- 0' x 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED t+EaO p, ABBREVIATIONS 2- 12 OFFlCE-2 W 3'-0' x 7'-0' 1 3/4" CLEAR LACOUER yy NO CLEAR LACQUER 7- A5.3 7-A5.3 SIM. � r�, .-I 2-J CONCELING ROOM-t AWNING 4'-0" x 4'-6� W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD W - WOOD 2-13 OFFICE-1 W 3'-0� x 7'- 0' 1 3 4" CLEAR LACQUER ���~ / W NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. M - HOLLOW METAL � W 2-K MENS TOILET ROOM FIXED 4'-0" x 2'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD 2- 14 MENS TOILET W 3'-0" x 7'- 0' 1 3/4� CLEAR LACQUER y,r NO CLEAR LACQUER 7-A5.3 7-A5.3 SIIA. N/A - NOT APPLICABLE � � 2-L WOMENS TOILET R00lA FIXED 4'-0' x 2'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 nRCHED HEAD H.C. - HOLLOW CORE 2-15 COUNCELING ROOM 2 W 2'-8� x 7'-0' 1 3/4" CLEAR LACQUER �y NO CLEAR lACOUER 7-A5.3 7-A5.3 SIM. Q S.C. - SOLID CORE 2-16 COUNCELING ROOM 1 W 3'- 0' x 7'-0" 1 3/4" CIEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. �� � 2-M STAIR AWNING 4'-0' : 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAO U.N.O.-UNLESS NOTED 2- 77 HALL W 3'-0' x 7'-0' 1 3/4" CLEAR LACQUER yy NO CLEAR LACOUER SELF CLOSING � W ' 2-N KITCHEN FIXED 4'-0' x 2'-6' W AIUTA. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6. 1 ARCHED HEAD OTHERWISE 2_ 18 STAIR W 3'- 0' x 7'-0' 1 3/4' NO CLEAR LACQUER SELF CLOSING � � � 2-0 WORK ROON FIXED 4'-0' x 4'-6' M ALUM. CLAD STAIN YES 1-A6.1 3-A6.1 2-A6. 1 ARCHED HEAD 2- 19 CLOSET FUTURE ELEV. W 3'-0' x 7'-0° 1 3/4" SELF CLOSING � 2-P HALL ANTJING 3'-0� x 4�-6� M ALUA1. CLAD STAIN YES 1-A6.1 3-A6.1 2-A6. 1 ARCHED HEAD /�j � � 2-p OFFICE-6 ANRJING 3'-0" x 4'-6' W ALU►1. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD Z O � �� 2-R LIBRARY FlXED 4'-0� x 4'-0� W ALUM. CIAD STAIN NO 1 -A6.1 3-A6.1 2-A6. 1 ARCHED HEAD l T 1 � � 2-5 VESTIBULE FUCED 4'-0� x 4'-0� W ALUN. CLAD STAIN NO 1 -A6.1 3-A6.1 2-A6.1 nRGiED HEAD 2� Z M 2� : � � U 2- T VESTYBULE FIXED 4'-0� x 4�-0� W ALUM. CLAD STAIN NO 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD z� � � � � > i > S 2 � 2 8 2 9 ' ^ O 2w I 2-H 2-G V 1 a 2-U OFF10E-i AWNING 4'- 0' x 4'-6� W ALUM. CUO STAIN YES 6-A6.1 5-A6.1 7-A6.1 �RCHED HEAD 2-T w w w �� 2-F 2-E 2-D � � � � � � rw� rw� // / ❑ ❑ 2, 16 2, 18 2, 19 // // / // � 2-S 2-R � w w w 2-P Z-Q z_N 2-C 2-B 2-A vv �� 2, ia z, ia z, is / �/ '� M�1 M..� '� w w / � � 2, 10 2, 71 2, 12 / / / � U 2-L 2-K . Qi //� � � 2.2 2.3 2,4 // /// �/ ~� � H � 1 ,2 1 ,3 1 ,4 � `..� A FIXED FIXED AWNING AWNING GLASS DOOR � IX �' �� N � L METoL 'v0 (� R STORE � RONT G�', ^, �� � Zj O w w w w� FRAME TO Mr - - �- 4NG �� � �' � �" � 1 -F 1 -E 1 -� CIAG JrINC`'; v^r ; a (w� (w� lW a . � � .--� GENERAL CONSTRUCTION NOTES 7 . ALL WORK IS TO BE COMPLETED IN ACCORDANCE W1TH 1HE LATEST ADOPTED EOITIONS OF THE "UNIFORM BUILDING CODE", "UNIFORM MECHANICAL CODE", UNIFORM PLUMBWG CODE", "NATIOtv � _ ELECTRICAL CODE", NA710NAL FIRE CODE", AND ALL LOCAL AND EAGLE COUNTY REGULATIONS. � coc�,;e„' 2• TFiE WORD " CONTRACTOR " REFERS TO TFiE COMPANY RESPONSBLE FOR COMPLET� Gti G� A_,_ 4rcnitects, P.c WORK DESCRIBEC IN THESE OOCUMENTS AND NECESSARY TO FINISH CONSTRUCTION . Ai� � gnts mae.Vea rnls tlotumeM, and V'�e laecs and deeigne incorporoted herpin, p� an instrume�t of pro�eeelanal wrvice, ie tne aperty of Gwatnmey Pratt/ NOTE : ��ultt bchi�ecta. 7. . ontl s not to be ufed in w�oie or I�. pan , for ony other project 1 . ALL DIMENSIONS LOCATING WALLS AND THOSE DIMENSIONS LOCATING ITEMS OFF Of WAILS, ARE TO w�maut Ue wr�tten autho.izoron . � 01 Ee.o�d 1A. GwaMmey Jr., TFiE FACE OF STUD FRAMING. H,�,y R a.att o. 5ie�ey Scn�it: 2. iHE CEILING HE�GHTS INDICATED IN THE FINISN BOXES ARE APPROXIMATE, AND MAY HAVE TO BE ADJUSTEO TO CLEAR STRUCTURAL ELEMENTS OR MECHANICAL EOUIPMENT. THE CONTRACTOR SHOULG STEEL COLUMN ENDEAVOR TO MAWTAIN THE HEIGHT INDICaTED, ANO SHOULD NOTIFV THE ARCHITECT IF THE INTENDED SEE STRUCTURAL HEIGHT CAN NOT BE ATTAINED. FOR SIZE 3. INTERIOR SIGNAGE SHALL BE BY OWMER . Ofe : 8-Z8- 1998 f�2b' iS � �J : 1 1 /4° RAD. METAL 4 1fi IOC. SEELPL�NS�ORCSTUDIDIMENSIONSI �E " x" D� rwaLL CN EaO- SiD� OF wuLL STuDS a ` 10- Z1 - 1998 OR VINYL CORNER BEAD 11 - 3- 1998 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE REQUIRED FIRE RATINGS AT ALL RArcn WALLS, FLOOR, AND CEILINGS. ALL PENETRATIONS WILL BE MADE IN ACCORDANCE 1MTH CODE REQUIREMENTS. �, � � ���� � �� � ; - - - - - - - - - " ` ATTIC 12 ATTIC 12 - 2 - LAYERS OF 5/8" i Rppp ROOF -' " - - TrPE "x " DRYWALL � � P'.P u � ToP oF P'?P u � ,.�-"' ;. CtF E�F:` ; _ � - �PLA7E 8156 �_3° ` ` '�'���f'; �`« ` � 1� ; 36"x48 " ATTIC ACCESS 2 � - - � 2 EDWARD M . � � - � � x � REMOVEABLE PANEL OR � - --���. A4. 91M. � - - - - _ j .' - - - ,�` A4 SIM. ! �,,ni � r,• �,• -,r , 1H. \' - - - - - - - - A 20 MIN . RATED DOOR �� •� \ �• `� \ ' ` V �' 1 , `) � � , , i � - � TOP OF i � �--TOP OF � � - - � �' �� - - - - - - 1' PLATE 8154�_9�� 1� - - - - - �-- � PLATE 8154' -9' ^ � ',1 �. STAIR SHAFT `. ,.' ELEVATOR SHAFT `. ,% 2x4 WOOD FRAMING �. � � � . 5/8 " TYPE "X " DRYWALL 5/8" TYPE "X" DRYWALL Sheet Number � ST � � L COLUi"�N � IN ( S �I D � T ,41L 3 �, TTIC ,4CCESS AT ST �4fR S � �FT 2 i�00F EA �� � T � L � �,4TOR S �-I ,4� T � ��E: 3,� . ,,_m„ A5.1 �E ��. . �._m. ,�., �E �. . , .m. - .�.� A 5 . 1 � B Gwathmey A4. 1 Pratt Ar�hitects, p.c. t00D S. Frontoge Rd. West Vall, Colorodo 81657 TeC (970 a76- tt47 Fcx: (97 ) 476- 1612 � . . . . _ . . . . -- - -- - ------ -- -- _ . . Qi . _ _ . -- -- - - � _ . . .. - �- --- - � - - � � - - � � - - - - - - - - � - _ . . . . .. _. . - - - . . . . ._ . . . - -- - -- - O O - - — . . . _ . . 0 . . . _ - � - -- - --- - - - - - - - _ -_ - 1--� � a _ - - _ : o , , „ � ' ' a ' ' O j � � ►�'♦ .-� 5/8" TYPE "x " DRYWALL 5/8" TYPE "x " n . d II i I FLAT CEILING 2 O Q DRYWALL ^ A 'J A5. ] CEILING Q ��1 vESTIBULE ��I i��1 �7 1 � ELEVATOR SHAFT � � � COUNSELINCs f�'1.- I �o� � � ' ` � �. /{ DRYWALL CEILING A5� 1 O O A v A4. 1 TOILE -MEN T01 ET - MEN STAIR ,,TT,c �p�1p� R na. � ,�; access Z � o0 = u r', �,,� 2 Q L1—; h+y A5.2 � 2 8x�m PIR FA�SE ^ w pp HA L � N LL � � Q N � � NALL � HALL � � � � R,�.FTER TA � �5 � � 2 w � O A5.2 � � � NSE INCs .-7 � � -- 2x8 GEDAR FASC14 � � ~"� � � � � � Ix6 TtG GEDAR w � � O O "v" GROOVE SHE,OTNINCs � � O v 1 � �� � 1� ICE - ICE 2 IG -3 OFFIC - 4 OFFI -5 OFFI E -6 �� F�1 ~' �1 I O LIBRARY O �i E 2 ' - 2 ' AGOU5TiG4L � � GEILINCs TILE �� E 2 ' - 4' LICsNT FIXTURES � w � O O SEE ELEGTRICAL P�ANS ` � `� Q„�' a � w � Q Copynqhl Gwathmey Pratt Nc�ilecq. P.c. NI riqhle roserve0 BThi� dp�ummt, onE the iCeas , A4. � he�q�ae9 an �natr�umen�o� profeaaional servlce. ie Ne propeAy o� Gwalhm�Y/Prott/ Nchi(ects, 7.C. and n not to be u�ed in whola o. In north w�hout� the�wrttenra°thorzaHon ENTRY LEVEL REFLECTED CEILING PLAN M°�ry'R"°P°;t�"°`"m`y J" e W 4" GROLLN MOLDINCs SCALE : 1 �4�� = 1 ' - 0 �� 8 � ate : 9 - 15 - 1998 RAFTERS SEE STRUGTt1RAL Rev � se � : PLANS ' A JU5?ABLE SNELVINCs 1: Im-21 - 1998 ELEVATOR INSTALL TOf' OF � REDUGTION OF HG�L - - - - - - - - - - - - - - - - DBL PLATE �,� iDTN + 2 ' Ex?Eh' �on' � 815� ' - 9 �� - - � LiBRARY a CABI NET N � TES = _ � 2 - 2x6 TOP PLATE � - - - - - - - - - - - - �, 11 - 3 - 1998 - - 1 , C �NTRACTOR SHALL PROVIDE SHOP DRAWINGS _ I I I _� 2 . C �UNTERS ARE T ❑ BE 3 / 4 ` PART , BD , WI TH PLASTI C LAMI NATE VENEER , j ,,��QF � �� COLOR T❑ BE SELECTED BY THE ARCHI TECT . AND 3/ 4 ' xl 1 / 2 ' SOLI D - � ;' � % O� ❑ AK NOSI NG WI TH CLEARFI NI SH. I � , '' '�Q SINK SPLASN - � ` i' � , 2x6 FRAMir� 3 . CABI NET PANELS AND SHELVES ARE T ❑ BE 3 / 4 ' PART . BD. WI TH MELAMI NE � E�':iP.2D M. ❑N ALL EXP❑ SED SURFACES , COLOR T ❑ SELECTED BY THE ARCHI TECT. � �� �,,,r r 'yr,; �, 1�. � GOUNTER � ' 4 . CABI NET D� OR AND DRAWER FRONTS ARE TO BE 3/ 4 ' PART BD. WI TH ;� i _ � - ;_ 3 � � PLASTIC LAMINATE VENEER , COLOR T ❑ BE SELECTED BY THE ARCHITECT . � - - - J m � �� � � SELECTED BY THE ARCHI TECT , � � - I �• � ` � �-��� � ;� 5 . INTERIOR SURFACES OF ALL CASES T ❑ BE MELAMINE , COLOR TO BE e I I I I I I I I I I e 5/8' TYPE "x DRTWALL 5/8' 77PE ' x " DRYWALL m; � 6, HI NGES ARE T❑ BE ' BLUM' N0, 77M5580 . I i ACOUSTIGAL 7. DRANER SLI DES ARE T❑ BE ' K& V ' N❑. 1 284 , EPDXY COATED WHI TE. �, GEILING TILE 3� S�EE nSTRUGTURAL 8 • PULLS ARE T � BE 4 ' WI RE PULLS WI TH FI NI SH T ❑ BE SELECTED BY THE �4 --� Sheet Number �^ PLANS ARCHI TECT . REPRIGER4TOR 9. SHELF PI NS ARE T ❑ BE ' HAFELE ' N0. 282 . 27 , 401 , LIBRARY BOOK SHELVING 3 CEILING SECTION 2 1 0 . ALL c ❑� oRS AND FI NI SHES w � � � BE CHOSEN �- ROM 7HE MA �� � FA � T � RES KITCHEN CABINETS 1 STANDARD AVA : ABLE SELECTIONS A 5 • SCALE: 1 /2" = 1 ' -0 " A5 • 2 SCALE: 3/4° = 1 ' -0 " A5 • 2 SCALE : 1 /2 " = 1 ' - 0" A5 . 2 � Gwathmey Pratt I I/7 " 1 I/1 " _ _ _ - - _ _ _ _ Architetts, p.c. �� � ?� �� tOGO S. Frontage Rd. West TOILET PAPER r - - - - - - - - - 24" � � ? �, . � ' Va�'�, Colorado 81657 i � ' F - � � TeI : (970) 476- 1147 j I , \ - DISPEN3ER � . Fcz�. (970) 476- 1612 i ' �, r � � C60•, �� � WATER GLOSET � � 4,_m„ ; 5 _ ' � TOILET PAPER <��Q n � , 2 � MIRROR g�_0" A5.3 pI5PEN9ER 'p v . Z � A5.3 � PAPER TOU.EL � , DE°vPENSER � - I I TOWEL DISPEtdSER i � , GENTERED l2 " 42 " . � , � � M I I ON FIxTU� ��_b �� GRAB 8AR i BELOW � ii � I . - � � 2d" 12 . � � V A5.3 � � A 4 - A5.3 Q � . . . . = . . GRAB �SAR -- GR4B �BAf2 - . . . �-1 r � � � - - - - - - - � � - - - - � Q'i i � O O i � � Q � , - - - - � - � � 8,� _ .. - � --- -��t - - � _° � 5 �, - W 2 3 � � O � � i � � c . a5.a � � _ Q 0 V � po 0o A5.3 � U � L ' I - � ' E ' SINK w �� M v � � ;,� � v ¢ v l�J �I ►� . . 6 �� CER.4MIC TILE BASE m . . .. . - - . _ . � � . � . . "� . . .� - - - � � � � ^ � ; - w � - - - - - - - - - - - � r--1 C77 6 ' xb ' GER.4MIG � I �g�� TILE 4'-0" AFF. � ' � � � � � GRAB BAR r � � � w SECTION 5 INT . ELEV . 4 INT . ELEV . 3 INT . ELEV . 2 ENTRY LEVEL FLOOR PLAN 1 � � sca�E: NoNE A5 . 3 scA�E: i /2 " _ � ' -o ° A5 • 3 scn�E i /2 " = i ' - o" A5 . 3 SCALE : 1 /2 " = i ' - o" A5 . 3 sca �E : i /z " _ � ' - o " A5 . 3 ITI w .� �..�..� E"'� w � Z � ~ w � ��T � a h-i-� � A85.3 C A5.3 N � � I SIMILAR Fi��� �y 8 w w x A5.3 � � U WODD GASINCs � � V 1 � � � a j= 3 GQ BASE BELOW A6. 1 , i �� � � 5/8' DRl'WALL I 1 7 � 7 E-� A5.3 � A5. 3 U i A6. 1 � a � M..�� E-+ DOOR 1 � � � ,\ ;; A6. , 'i wiNnow ' i � Z � IUALL FR.QMINCs I, I 8 ; , C ' � r � SHIM BPAGE � �'3 � A D A - APPROvED "'� ` ' I i LOCKS ONLY DOOR FRAME � � I � DOOR 5/8' DR�'WALL � � � $ � � BASE BELOIU / �$ � A5.3 8 1 A5.3 E L�J A5.3 A � cocr,�9ni U100D GASINCs ` Gwathmey Pratt Archltecta, p.c. _ All riy�t! re6erved �_ / i Th;s document, and the idecs a�C desigm incorpproteE 9 4 2 8 g ;,o;�,�o�a�" ,'�'`,�'"`,`«� A5.3 A5.3 nrc�txYta�RC�ondey�/Pran/ A6. 1 A6 . 1 not to be uneE in whole o� 'in pprt, 1or any oi�er projetl Nithout <he written authorizatmn o( EGword AI. Gwathmey Jr.. Henry R. Pratt INT . D � OR JAMB 7 INTERIOR DOOR & WINDOW ELEVATIONS s SCALE: 1 /4" _ � ' - o " A5 . 3 sca�E: � " = t ' -o" A5 . 3 Date : 9 - 15 - 1998 Revised : � tm-2i- %,�e 3ia ^ ELEvATOR iNSTALL � � REDUGTION OF HC� L ,r !!d � WIDTN + 2 ' ExTENTION I OF L ' BR,�RY B I � * Il -m3- 1998 C , , - - ''{{�� $ � � i i 3/4" - - - - a} �! . . . A6. 1 i I/8" 1/4" 3 1/1 " I/8" 1/4" I I� `"`��- --- - �� g � i I1/t" A5.3 E � � � �i -- - 'Fi� . , '�� i -'k I ��`'e�j VARIE6 � � ' �I , - � --; � '"j . - - � ' G �';'= � hAEY, JR. i " ,I� ' - - "' - L � O1 \ � I I� m m �� � �� �~ $ � C - I } e � c' i� , A5.3 B � � , „ y , , v . m - - I '- _� i � .c .o � v v � i i � � O o--; ; o - o - -� ' � �� * CASING SKIRT BASE BOARD � � � � � MOLDING Sheet Number � � � � � � � � L _ J WINDOW SILL 9 31�8° --� INTERIOR TRIM 8 A5 . 3 SCALE: 1 /4 ° _ , � -o° A5 . 3 WINDOW SILL Q PLINTH BLOCK Q SCALE: 6 ° _ , � - o ° A5 . 3 � � � � � ��, � �� GWATHMEY - � i ! � i ; , i Pratt STUCC ❑ � I I i� 2x6 WALL FRAMING � nrchitects, p.c. SYSTEM � � 2x6 WALL FRAMING I i I , � � E . I .F . S . STUCC � I !�I VaiI�,�Coloradot81657 West � SYSTEM I ! WALL FRAMING Tei: (970 476- 1147 W � ❑ D HEADER � , I 2x6 WALL F" RAMING I I Fox: (s��) a76- is � 2 SEE STRUCTURAL PLANS ' � � �� DRYWALL � I 1 / 2 " PLYW �� D I � E . I , F . S , STUCC❑ � WALL FRAMING I I II DRYWALL 2 / Z° PLYWOOD � ' � ' � SYSTEM � �� I � i i , I,i � � ' I 2x6 KING STUD � 'I � VAPOR BARRIER I i ;' � DRYWALL � _- I� ` � O � 2 - 2x6 TRIMERS �I HEADER SEE � `, ; � -=� , vaP�R BaRREaR A � � � �1 j STRUCTURAL � � - �I , � ; � _ __ a ! 2 - LAYERS � F 3 / 4 ' 1 / 2 ' PLYWpOD I vAPOR BARRIER � ` �II O PLYW �❑ D @ ROUNDED � �] � U , �� � WINDOW HEAD � � � ;� �+ y O ' F� �� � �, 1 � �I � � 'I W��D TRIM � � � \ � � 1�1 '"� SEE SHEET A5 . 3 1 / 2 ' PLYW ❑ ❑ D l � � II � (� , A ? � � 1_'' � W ❑ ❑D JAMB EXTENTION � � � � � � �� ��� � SELF ADHESIVE � � � j� 1�1 Ch � WATERPRO � F MEMBRANE � _�� � � Z ' 2x4 FLAT BL ❑CKS 'y I SCREEN @ 12 � �'� ' � � � i TYPICAL � l I 2x4 KING STUD ' ` M � V � � 3 / 4 ' PLYW �OD \ � � I I ' 2x4 TRIMER WINDOW WINDOW FRAME \ � � , �;. ; ., , , I 4 — LAYERS � F 3 / 4 ' Wp❑ D TRIM � �v] , SELF ADHESIVE � PLYWOOD @ R ❑UNDED SEE SHEET A5 . 3 u WATERPRO� F MEMBRANE ;; , ., . \ I WINDOW HEAD '�� w "' ��� WD❑D JAMB fr.■� � W WOOD TRIM EXTENTIDN � � H E A D S SEE SHEET A5, 3 . �� �j � SC. 3' = t�-0' A6.1 WO ❑ D JAMB EXTENSION WIND�W FRAME � IT"�',1 a r \�/ � w , WIND�W FRAME � � I j TNIRD � N� AD � � � � � JAMB 1 � � � STUCC ❑ I SYSTEM i HEAD 3 sc. a• = i�-o• A6,1 � � � .� � � I sc. a• = t�-o• A6.1 � DRYWALL � 2x6 WALL FRAMING � ~� ~ I f0 fII I � � � � 1 / 2 ' PLYW ❑� D i `_ ] U Q � I ; VAP�R BARRIER ^ � —' WINDOW OPENINGc —' i I �"� w � � �LASNINCs WITN � w,r.,�o,,, o�N,,,,� � FILL IN ALL GAPS AND SHIM SPACES BETWEEN WINDOW AND ROUGH FRAMING WITH SPRAY FDAM INSULATION Qi A � SELF DI-�ESAV� � - � � p WATERPROO� INCa O --- I � a U MEMBRANE v a cn cn W ❑ ❑ D TRIM � SEE SHEET A5. 3 � O� W ❑❑ D JAMB EXTENSION I I � SCREEN SCREEN _ _ WIND❑ W GLAZING WIND � W GLAZING I WINDOW � WINDOW FRAME � WIND � W FRAME FIRST '� SILL WINDOW FRAME � �PYriqhl � GWATHYEY PRAii M<�Rects. p.c. NI rigM� roeerveC This document, and the ideae _ and deaigne incorporoted �erein, oe an m�ilrume�t of profeaaional aervica, is lhe J A M B �j W �70 D S I L L W 00 D S I L L c�a�rtY of Gwathmey/Prott/ — - - -- Arc �tecta, P.C. ond �e SC. 3' = 1'-0' A6,1 �ot to be usee �� whoie or �� ' I - - part. tor ony other prajecl rd�oul the rntten authorizotion ' of EdworO AI. GwoMmey Jr., I � on0 Henry R. Pratt. �� � � � / � woOD J - � woo � , � � SKIRT MO� DING / � 1� i SKIRT MC71_ DING SELF ADHESNE i i , WATERPRO� F MEMBRANE � � � SELF ADHESIVE i � II� Date : 9- 15- 1998 / � � � WATERPR ❑ ❑ F MEMBRANE / � � II Revised : � _' i I p WIND�W I SCREEN / � � � / I FRAM �NG le� ` ` + /yJ � VAP�R BARRIER / I I WINDOW FRAME ( � _ I r � I I � I; !� 2 - 2x6 SILL - � I DRYWALL I I , ' - I� 2 - 2x6 SILL - � DRrwai- '- i -- ,I I � =_ �I E . I . F . S . STUCC ❑ � � _ WOOD SILL SYSTEM I � Ii F, ; � (', P/Q� �i � II � .. , t �C� 2 - 2x6 SILL z 6 �I � ' ' I� � '� j �� � I� EDWARD M . � 2 _ =". 6 � , WOOD FIN . GRADE I I I� v �POR ' C'.';A.TH ��,4EY, JR. �. SKIRT MOLDING � � '- 2301 � SELF ADHESIVE � � I E . I . F . S STUCCO �� BaRRIER ; � WATERPR00� MEMBRANE I � 2x4 w,a�� SYSTEM �il � ' � �� � I DRYWALL , I FRAMING II '•�� ;� ��` �; � � �� �i � . -.'-.y"� � � � E .I . F . S. STUCC❑ vAP�R BARRIER CONC , FOUNDATI ❑ N WALL I I SYSTEM � SEE STRUCTURAL I I 2x6 WALL FRAMING II � ' �� ',i Sheet Number 2x6 WALL FRAMING � � � h i i II SILL � SILL 4 SILL z a � . 1 SC. 3' = 1'-0' A6,1 SC. 3' _ �'-o' A6,1 SC, 3' = 1'-0' A6,1 • . _ . . , V ` -- '�- _ • ..� _ , _ _- - s=� �. 1 • ;> '"a . . -� -- � . . . _ . _, �.*��: ,:� �,, ��-�:^ - - �:l1- -� � . .�..�6:; . _ � 1 ,,_ .. _ _ ._ � , .. . . • _ _ _ _ _.,r_.�_ _ _ `'4• - — � 2x6 REDWOOD GAP 2x6 REDillOOD CAP � � Gwathmey Pratt GONT. Zx6 REDLUOOD M Arcnftects, p.c. TOP GHORD /� A • • • 1000 S. Frontage Rd. west • • • ' A A Va��;, Colorado 81657 vIEW • • • • TeC (970) 476- 1147 3 Fcz: (976) a76— islz � YIEUJ � � I/2 " PLYWOOD Sx8 REDWOOD POST 2 1 �2, � E.IF.S. STUGCO iu 3 3/ 4 SYSTEM ° 2x3 REDUJOOD PIGKETS l 8x8 REDWOOD POST AT 6 I/4" O.G. GONT. 20 GAGE GALVANIZED PAINTE FLASNINCs w/ pRIP � 2xb NAIL SPAGED � � � REDWDOD DEGKIr1Cs CONT. 2x6 REDWOOD �' a � SGREWED TO DEGK JOISTS SOTTOM GHORD 2x6 NAIL SPAGED � � � � � REDWOOD DEGKIr1G SGREWED TO DECK JOISTS 2x6 NAIL SPAGED � � O - DECK JOISTS REDWOOD DEGKING r', Z I SEE STRUGTURAL PLANS 2x12 GEDAR SGREUJED TO DEGK JOISTS w �� a RIM FASGIA � � ; 2x17 CEDAR RIM FASGIA � GONT. LEDCsER DEGK JOISTS � �� ~~ � SEE STRUG?UR.4L PLANS SEE STRUGTURAL PLANS � Z � � � � w W � i/1 " PL�'wooD % � 3 /4 " PLYWOOD CsUSSET � E.IF.9. STUGGO � � � ,�:.� EAGN S �� DE � � � 5`rSTEM �� � � ROOF - - 2 x ro ROOF FRAf f I NCz � � ~ I DECK SECTION P� T�� ,� Z � i 2 3 � r—, SCALE: 1 ° = i ' - 0" A7 . 1 FULL COVERACsE OF SE �� AD +�ESI '�/E �j Twl 5 W:TERPROOF 1'1EM8R�^-.iv� rT v � ' w � � � — 5 /8 " C✓ X P� �'UJOOD � EGK � NCs W � � � � ��' U � O , CEDAR 5+-41NCzLES � � � � � � �2xlm FLAT SLEEf'ER ~+ � � 4 - SIDES � � � 12 �� � F Zx6 ROOF FRAMINCs irl r' —, ROOF �l� f�q A P � T�� � � z a TOP PLATE - - - - - - - - - - - - - - - - - - - - � 2x4 BLOCIGINCs , -- 2xio SU8 -FASCIA � � 8,169 ' - 4 " GONT. 2 - 2x6 TOP PLATE ' 7 I 4 " 2x6 WALL FRAMINCs GONT. COPPER EDCsE � � " � I � � � �' ' " . � FLASNING- TYPIGAL w / DRIP �� ' � '° � 3 - 2x6 HEADER � � �� �' � II I/2 " PLYlU00D 2x8 GEDAR FASGIA 2x4 � EA. RAFTER � `°°'��9r` GWATHMEY PRATT A.chi4tln, p.c. � , �� lx6 GEDAR TdCs Si-ITCs_ A�� �9ht. roserved � � - 9 T�is document, and the ideoa , ' - �- and designe inrorporated herin, oe an inetrum<nt af rofeseio�W eervi�e, ie t�e Zx4 FURf21NCz STUDS ! °voo�Kr o� GwoUm �Grott � �6 O.G. Mchitecta. P.C. an� �a �I nol to be ueed in rhob or In � i part, for any other projett 'I i PREMANUFAGTERED WOOD LOU''✓ERED VENT w��ho�t <na ..rt<� authoraotion of Edword M. Gwafbmey Jr., i � � - Henry R. Pratt � Il uIOOD SILL w/ DRIP Da ;e : 9 - 15 - 1998 Revlsed : 11 - 03 - 1998 FULL COVERACsE OF SEL� ADNESIVE WATERPROOF MEMBRANE E. I _F.S. STUGGO SYSTEM COPPER FLASI-� INCs - 2x8 FLAT SILL ON ROOF ��r O� � Q[� SHEAT�IIG %�`�• ` ��9 � /r— CED ,4R SH ! !�1CsLES , �` �O - EDWARD M. G;`:AI N "; c/, JR. _� , ' GJV1 r /�.� � � : , / ..� . 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J � . . ., i . . . , , _.. .}. ,. � - - . ,, ' S S 1, . . t � g . ^, O ` J ' JC : I� � ,'c7 b . , , e pli-� L�, �C �i ' .`�n � 'O � tA • � � l � ': !U� JI ii_ I� �� FI .JW f :� -� ic . . . .. _ . . . •- _ , � ,., �. � . .. �,: _ . :.� - �. . .. v . ., �.. . y t � _.. ., -n � s�r � p ;: sh �ii ., ,. ,, ,ed �c.in raft. . s, . r�uis!s or oecros ; o otner becros � _ . U ,� . � 'c�n ; cii.. �_ � _ �^. radF:� _ .. + . .. _ . . „ . _ � - Hd 1 I �efer to �epori ��8 - 176 by Kc�chiein Gonsulting En ��i � eer� f,� ;�ns �r�� ctior: at f! usr - ;�er^ ed cund� ; ionc. Use oll specified noils. Cannector cond�tlons not g rxpansior, bol !s shail be we..qe typr . ' � � dri" " Ronri " , �- "�?er. �- ��od " .�r o�pr� vei Z � � � �e � .� ir�ments reqording sciis. o ,� erwise no; ad shel � ;, tlize T e U or T e NU �ran ers et � sjze s ecifcaii equivo�ent with fhe fal�w�nn r „nimurt , emcc � � nts. , i C yp � �) � Y . i .�.� .. . ,� .: l.EilinGilO :� f(�. I ..{ �. �� � Pi pvF� .��<7r � � tr.�.. _ t .i._ r n, vl�l : .. �- 1J(. Q Q101 d � 'rov�de continuo.:s foundotlor �ir-;�ns nrou� d tne perf-re ± _� ol a l � ��seme.^. i de,�gned for the c, e^ � be � s;,pporied , os shown in tne manu�acturer' s p.:busned � ,- d�omeier - - �z � ; _ � X Nails ar,d dt ±ne base ot reta �n �ny wa�� ;. Cunta�t sols er �ineer ror detaiis, cobies. Contac: structural engineer fer detoiis as required. �/ 3 c��ameter - - - - „ Ceiiing� *ioo• i� , s' �: ' o ; � .. , ,: ��,� C �+ � = ( r , = �, ci� ; ; - � ca o+ ra :. a represe�tative a* the soils engineer sh �ll veri (y sni! conditions and types h. Wood nailer plates instaued on steet beams ar con�rete walls for tnp- flon�e 3/4" dinmeter- - - - - - 4" Q c �� , �yurir� excovation , Recur. an .-iiscre �neies `rom uri � n ! fiodin s !o str�cturql non ers shail be ri ed to mot^h 1he widt}; ot the wail or 6earn fiqn e. Nailer h. Adhesive anchors called for on the drowings shaN be 91oss capsui0 type such Solid - saw� ra '�r-r to piaie 3 - Sd ' . :r a ' ; H � 9 Y P 9 9 9 PP � y , ` � er� qin�er for reevviue'icn of 1o�ndaHor� desi�n . p! ates supROrting top `ionge hcngers from one side oniy shaii be installed flush as "Molly Parabond ' o� "Hilti HV,Q" pnchor systems. Minimum em6edments, or S�mc. s ^r ti � J m with the face of wall or beprr� f!or.ge at the hqnqe� �ocations, if not sDecifically indicoted on the drawings, sh �ll be ac.cording io t^ e � � . Manufottured joists snqll be `rom an approved monufocturer and shnll Ge monufneturer's ,pe � ��s� tion , i ;e � s . cfier � � plat � ( Jow� i �� .� onrcorn c`�� ord ) 2 12 :: Z � n � REIN�bRCED GONG ETE: equivalent in iood- carrying cnpaciFy ond �efectiari criterio to TJI 2� or 35 series �• A�� walding sh �ll h � -+� ne � y �n � h'S ; Frf � f.er �,� r,��; , � � �n1O h . �3 :. 'I : - ., P :. �„r��, e� SiL ::S "� � r �V 24 � � m �' � joists in ihe depths and spacinys mdicated on plan . Provide ol�ckinq, brocing, j. Delay painting w � t. �r : ' , r } FI � wr� ds _ ^ ? i wci � are, c�r � i �:e ' cc . U ! o . Goric-=te desiyn is bnser.' c�r t-, e '�9� ilCing Code Req:� iremenis for Reir. forred web stiff¢ner$ and other occessorigs ns required by '•.he manufar. turer. k. Where corroeive soii r,onditior. =. ex �si, s? eel ang'.es tno ; �re �sed to s�»pert g,.� ;i ; - up bearns (each member to cdjocent ) 16d r$ 12 " � � � Concrete° ACI 318- 95 � exterior stone veneer shQll be qolvonized and shall pe ottached to the ,, „ _.. � ` m � ) j. Prefabricoted frusses shatl be esiyr, ed by a Colorodo registereo engineer to along eoc. ae � � .. Struuural eoncrete sh �n have a minimum 2E - tlay coripressive strength ot support the full dead and live loads of the r�of, cei� ing, and any other foundotion with galvar,ized ar stcinless sfeel expansion anchors. � p � 3��� ps' superimposed loods. W�b arrangement and membe� farces sholl be deisrmined r'lywood or OSD roof/woll /flobr shea'.hirtg Bd � G ' u q edqc . � � d > � I 5neri�l inspection for the ': aking of test specimens und placement of conaete � y the fohricater. Load dureHor �ac ` or is 1 . 00. Ceiculatiar, s ar�d shops drawinqs 6ACKRLUNG ud � � ? �' -- -� Nc � , t � s:nporir; �/� y r� an � -e:nforcinq stes�i shan be provided according tc U?C Section 306 shpll be submitted to the arch �tect /e^,ginrer fo� �ev�ew �� ror tc ic;b� iccUcn . A�, �� � l :�n. ,�e!e shafl be F �.�pertic,r. ed ,isnq Tdp= I cemer, �, 4dm, ixt.ures contpininq truss- to- ttuss connections s��ci ! ae specified py the tr�,ss man � fac ? ure�. ❑. Uo no: uockfi!I agai,-ist retcir �na wa� ls urti� supportir� y eiemen 'ss are in pioce orio " = _� . r-.,ic sa� ts she� � n�i LF �ised Temoorar and errnonent lateraf bracin of irusses SheU be insta��ed as � � � f rti � - . _�� tr-� i? mix aes:gn ta en ,}ine�r P;,- �e ��e:w. � Y F g secureiyancfiored, or adequate shoring is insia��ed. Concurrent bockfitling of t . � he naiis in : n � s scnec� r. � re =o�- mon � i� n ,r c> � r n .� � > i cc,o' e� s ��e . .� r, r ty,�es o� ti��� s ' equired by the ! russ manufocturer. each side af a retafiing wall to final grades as indicoted en ntan ar sec!ian (s are used, cantaci erqirc ., ro� rea �� i�ed �n:�. {, � :� ; >:z� s. � Co:d wecther �oncreting proced�.: res shall be provided a=_ recommended in the k. Laminated veneer lumber (LV�) shall hove the fol !owi� g properties: reQuired � nless temporary sh�ring is �nsta��ed. 7 it siapies are used, r_�r� tact enylne�r for requirFU spoe:ing onc >�zes. a=i Maiiva! ur �ncrete ��roct �ce. Flexural stress - - - - - - - - - - - - - -� - - -2600 si b, Verif t e ot °iii witi; soils en ineer and structurai en rnaer rior to bocicfi�(}n 3. This schedul� indicat.es minimum re uirernenis f�r noitin Where s ec �ci � or•, n � cons exis 't, use � t� �;cr,or bot,s *or aeom and �c �'ur n oearing plates shall be p�oced w�th settin p y � ' g g � g' ` `� g' p , ,� ±t s 9 Modulus of eiosticity- - - - - - - - - - - - - - - - - - 1 , g00.OD0 ps� the specified naiting indicated or, the ptans and deioils. ; F � 7Pr,;; on parollel ;o grair - - - - - - - - - - - - - - - 1850 psi GROUT: . . .. . . , �,� � . . � .�- � . - : h . .�,, iri�-, urt � <> ; c ., t �� i �rnoters �rorn CompreSSion porallel to grcin - - - - - - - - - - - - - 246C� osi r r. i J � n � r S� , : E 0 ,,o� t dia:^ e �e•s u ic � ��� i �a ctnerw�se � . ,� Co ts f.. , w ,,,d �i! ic.�.e �., ��� u � oe olocPo � t 4- Q" mox�mum spocing Compression parallel to glue line o. Aii grnut berieclh c.olurr� r, oase pfotes ond sYeei t,ea:ns ct b � ��•�.<3 s+�,.!i !, e •, nn - �� %� ' `� on-. pcch en • � (P�AsT�dicular to groinj- - - - - - - - - - - - - - - - - 750 pst shrink, non - metallic type graut . Grout snall hove e m ��� �rr, � m � ,�'n , essive n ;� or.e anchor t�oit :zt tl �r comer cnd a minimum of two Ho�ixontal shear- - - - --- - - - - - - -- - - - - - - - - - -285 si stren th of 25G0 p =_i. � � p 9 � ar�, chnr bo!±s per piece. Where 1wo members are requiced, each member shall be fdstened to odjacent rxn:,sed Pd�en o^ d � o p sh „e ;_homfered 3 ; a" members with two �ows i6d ncails spaced 12" o. c. unies5 noted. Where ,. � vrL ��� .;� � _ � i � � , r , ,.; � i e �� �� g _ c5 ; three r,r four members are required, they shall be fastened together with two �'-FNERAL RE4U�R MENTS; ' .. i'l� � . _ .: F •� •' . � t P1.. � , :�.._ � .� :.i`if � ll J. .. � , , � , ,. . . � y r ;;ws o ! 1 ,!2 - d.nm .et =r thru - bolt� ��D 24� o . r . u � le , s �„ ted . . i . . . .. . � : � . � �. . . . . : .-G "li�iC i�� ( (�5. ❑ . i ' fOriuf�'J� °t � C210 i i !TrU _ fiy _ TI a S fl � : � : fn� i�� :7nina < � ' � > � tt ' °1 �' ' � t FxYerior Wntls. completed s � r c � � r w F ,r�er + n - h ��� r . � , � . , � er y _ , ,� tcd � ; �I, � �� "� `' '� � ` �: , All exterier walls ore 2x6 tuds � 16" o. c . to a maximum height of 12' - 6", and broced. r � ; �: � � r • • , c ,,, F�r i .� , �,r ^ N , , , ,, i r � ; e � � r ��� ;; < < c .. - � i_ � , r < , ,� � er „� n ,:; r ' : t v, : �'ocn ;: 2x6 studS � 52 e . c. to m.oximum height Of 14 - 6 " ontl ( 2) - 2x6 braCinq as may Ge rc .� � ;r �� '� c, : o� s 'trurt �, n to � � `uevc- t r- ir, al � n � � ir;i ` ,� +. . -: n ,- - ;;n + s�n � i � r ) i /4'� studs � 16" to o moximum height of 17'- 4" unless etherwise noted. structure. Contact strur. t � ral enqn��r fcr -��r, >ui �at �on (nvt �- cootr �. �. e ; :s ; ` - " � - � :�� � Cop witri o dou5le top plate installed to provitle overiapping at comers reGufre; �, ❑nd at intersections with other partitions. if overlap is not possible, b. 5hop driiwngs : S�bmit shop and erection drewings far structuroi steel , � ^ strop tap piates with metat �trap tie (Simpson ST292 or equivnlent)_ mistelianeous ste.e , =� ieel iois� s cnd y�raers, sieel der_k, masonry r �;riorcirg „ REINFORGNG S1EEL:_ 9 . F1oar or roof traming members must be aligned ta beor within 5 Inches steel , wood trusses, man � facwred waod ;oists � nd giue - lam neoms to enqlneer w � r . .� . � of ±he studs beneaCh . 1or review prior to febricotion . Tnis ��eview is for yeneral cpmpliance with tne ,� b, � r .n , , ° . • einiorcinq . . � _ � � aL he in �� :: coraa� ce C . Provide 7 i6 �� thirk AFA rqted sheathin � . � ef� e C I4t �; �oi <>; i - . - r � - � t e � 9 (p ywood or O5� ) rated 24/L6, intent of the structural dES gr . Tne orchitect and ;'or contrac ( u� aro �=^,pons �bie n �� � -- exDOSUre 1 , at ex �erior iace pf exteripr walls. Block all horizonfal joints. fpr chscking Guantities, d �me� s �ons �n7 cc•x �;�� � ii;n w� ± h ol �, e< < < odes. M�� . _ � r :� � f _ . . . � . . . .:_ w�n �s. ' e �.r . -• q .. . S" �_ , i �.'rr, . " , D . Provide ( 3) - 2x10 hFod�rs over o' I d�or Qnd window openings unless c . Exis 'ting struciu�es t c ��n �, �ruc ;io^ od ,�c � -� s on eais+ir. q , +,rucr re. , ; �� t �e t � • `--'• - � .' 1. aCr , . ,. r , t . �.i � r �I hY �t' If � n n �� ; (]e bL; gq .. ,) I � ir:3� ' � _ } ' e t ,.n ta _ w r � plon , .r � e. ,, io De w. i .,td , wt� ich o'therw�se indicated . sholl 6e respons�ble for venfying dimensions. elevotions, froming, fou� d _ tions had n r ' � �( fil � •_ , f _ tC 0/1 ! < � �� � ` , , L � �' E. At beam eearmq io � � i �ans in stud w�:�! is, provide multipie- stud posis and anything else that moy affeck � he woric shown on the drowmg,. � _ � � eyual to w �Ctn cf be�ring member unless npteG otherwise. Underpinn �ng, shoring ond br�� �n � , f e • =, i �n � � � naciures sh � i t ? he � . � ; • _�r � � � � �. , c � : � i� . � � �, [: ^ � a �uc❑ . _ '�. � `� ` ' -" - �.-.� . �' . �, . , . ` '' `' � ` . . �.� . . . . y , r rr i - Ifs in 2x ds o � tn d Oi s h 11 dm - r � � � Intcrior Load Bearin _ �4alf � r q s esponsibiiity of the co� trocto� I � f.efi � O�d beariny WO Of8 m ' � 'mum 4 S�U � �16 . C. w 1 � 2�� 'men 10l1S: � 8GK p I Br4 : n� 5 G(j0 ��'� S ± C �C:�" �� ln� �U Ui ::! ' . w � . � � Fir �ii�� ' �) � 1 � .. . .. . ., . . . . . . ' .. [ii �r i . i ! :�' tr, �, ^ • .] . �1 � 1 � ` / : I g �vs� m walibocrd both sides unless noted otherwise . Cap with o double construction . Do nof scal� drowings. v . ' . .. . -. ' � ' " c � . t " . ' ' . . " �� . ' " � ,' '., tL�`, D i1tB in `•IL'. IB�f ID 'OY�t7Q C� vEf � Cl ] I77U Q � :OfnErS Uf1d Qt If1IErgCC �. ! fl ES: riC'I12f4� COfItf�C� Of IS fCS O�ISIDIB (O� !.'lEd�15, !1lF ! � p p� ' ons e. Construcf ion prac c p hods, � w' tr q [ rrer pnri � tions. ! f overl �ppin � is r� ci poss�ble , s '�r� r, top oiates w�1F�� ierh � iques, sequences and proCedures tor construr_{ ion nf th !� ;i�eject Noti `y � . . � , �, _ _ � � � . . ;: � . . - . . : ; ,�. r .� � -. ;:�:. �'1r �; iF �� , � _! p.r. � i� � � : ':. : , melal S '[rap tie ( ~iT � psOfl 57292 or �quivalF�� ' :I . r � � � ' - :_. : P= ;.t r, n, � . - . � . l - ' �.7 d! .vi . . ,5 nr�. r.: r � �ic . J r q � ' ,. . . ., r• _ wl ' n � � � , � - � r � < n . li.� . s b � ecr thF w � r � . . . . �i . �loor or roof f�oming member5 musl be ali�j . , . . . .. . .. i � _ . � i • ;- �, i ,;� �. T .,,, , , n� � � �I t : ci , i . • rb � � � �. : .,. 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F s ! ;: � � , r;�r :, ons?ruclion: by the engineer are for determinotion of general confprmonce with the c ,- � s � �' a . Provide 3/ 4" thir.k AFA roted Sturdifloor rat�d 26� o. c., tongue and documenfs and shaH not be construed as inspectian . ��'� groove , exeosu �e 1 C! ue and noil panels to ol ! suppo�ts. Install g, Thou9h every effort is mode to provide a �:o�r.piete ard dear se ! oi _ :r� s : n � ; � on � :� ��, rh �nq wlth I��nq G�r-� er5ion perpendicular ta joists and end joints documents, discrepa^ cies OC 6ff1189i�n � may occ�r. Reiease af {fiese c'� c .vi� , ; s steggered . onticiDotes caoperotion ond contirn� etl communicuUen between conlre:: cor , �� �. �rovide solid b�ecking Getween floor joists at ar, oearing iocaHons. architect and engineer to provide th � best possibie structure. 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Q. � ,Yr�, Y , - -'� --- - FERMIT G9 / 15 /98 :: n , _ _ �. s,� _ � � , � FIi�dAL 11 /03 /98 � �� �j ���- i� _ _ , ,, If ` +� ' �u -� �A . _ � . . f7 .. - - - � -- --- - . . . ��. >.tii F' / .� Y � ! • ., � Y: - - - _ . � ,. . _ � - , T°,� ' C' . . . . '_i . . � r ' � � . - . • � . : I_ i - �l ii .- . , i�� : -h - . . _ . . _ . � . � . _ . . , �' _ � . . _ �: ti i � � ; iE_ -. � � ; r, c sheei �.. r r . _, . , � ,. �- . ._ � � / C , - - - • - __ _ ._- �- --- -- - - °- - - � _ a��u � _ ..�__--°--- -- --- I ' 1 �- - 5Ct� 1. ': : E � _,�, �, w� _ . ....� �____ Town of Vail � 25 South Frontage Road Vail , Colorado 81G57 ( 303 ) 479 - 2138 Flan analysis based on the 1991 Uniform Building Code Pro7ect Number : B98 - 0278 Name : VAIL INTERFAITH CHAPEL MINISTRY CENTER Address : 19 VAIL RD Date : October 2 & , 1998 Contractor : J . L . VIELE CONSTR ' TN Occupancy : B2 Architect : GWATHMEY - PRATT Type of Const : V - N F.ngineer : KRM CONSULTANTS , INC Plans Examiner : Gary Goodell NOTE : The code items listed in this report are not intended to be a complete listing of a11 possible code requirements in the 1991 U6C . It is a guide to selected sections of the code . � Report create3 using Plan Analyst software by b w � a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1991 edition ) with permission of International Conference of Building Officials . SEPARATION � DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 68 . 0 Feet 68 . 0 Feet EAST Buildin9 20 . 5 F'eet 10 . 3 Feet SOUTH Property line 38 . 0 Feet 38 . 0 Feet WEST Property line 26 . 0 Feet 26 . 0 Feet Area increased 22 . 50% for open area on 2 sides . FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ' - ' - - " - - - - - - - - - " - - - - ' - - " ' - - ' - ' - - - - " - - - - - " - - - - - ' - ' - - - - ' - - - - " ' - ' 1 Office B2 ok 2723 9800 0 . 28 ok � TOTAL FOR FLOOR 2723 9800 0 . 28 ok � B Unfinished Basement B2 ok 2481 9800 0 . 25 ok - TOTAL FOR FLOOR 2481 98D0 0 . 25 ok BUILDING TOTAL 2723 9800 0 . 28 ok The actual height of this building is 28 . 0 feet . The maximum height of the building is 40 . 0 feet . - - Table 5 - D EXTERIOR WALL FIRE RA'PINGS AND OPENING PROTECTION Table 17 - A & Table 5 - A NORTH EAST SOUTH WEST OCC BRG NON - SRG OPNG BRG NON - HRG OPNG BRG NON - BRG OPNG BRG NON - BRG OPNG WALL WALL PROT WALL WAL,L PROT WALL WAL�L PROT WALL WALL PROT B2 Ohr Ohr None lhr lhr None Ohr Ohr None Ohr Ohr None Tne exterior walls may be of COMBUSTIBLE material . Sec . 2201 . None - - No fire protection requirernents for openings . Prot - - Openings are to be protected with 3 /4 hr fire assemblies . SOo of the area of the wall maximum . Sec . 504 . (b ) & Sec . 2203 . � Table 5 - A Maximum single window size is 89 sq . ft with no dimension � greater than 12 feet . - - Sec . 930G . ( h ) NOP - - Openin9s are not permitted in this wall . * - - These walls may be required to have a parapet wall 30 inches above the roofinq . The parapet wall is required to have the same fire rating as the wall . See section 1710 . for details and exceptions . OTHER BUILUING ELEMENTS Tdble 17 - A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote # 1 Floor /Ceiling Assembly Any 0 hr See Footnote # 11 Roof /Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES : 1 ) Elements in an exterior wall located where openings are not permitted or o�here protection of openings is required , shall be protected against external fire exposure as required for exterior bearing wa11s or the structural frame , whichever is greater . - - Table 17 - A , footnote 1 11 ) A self - closi �g , 1 3 / 4 inch thick solid core or noncombustible door is required between the basement and the lst floor . - - Sec . 1703 . 17 ) The ceiling of the basement is required to be protected with lhr fire - resistive construction and doors to basements are required to be of noncombustible construction or 1 3 /4 inch S . C . wood . - - Sec . 1703 . DRAFT STOPS : If there is combustible construction in the roof / ceiling assembly , draft stops shall be installed so that the area of concealed space does not exceed 3000 square feet and so that the horizontal dimension between stops does not exceed 60 feet . - - �Sec . 2516 . ( f ) 4 . 8 . ( iii ) OCCUPANCY SEPARATIONS - - Table 5 - B None required AUDITIONAL SEPARATIONS FOR B2 OCCUPANCY : A lhr occupancy separation is required around rooms containing a boiler or ' central heating unit greaCer than 400 , 000 BTU input . - - Sec . 708 . , EXIT REQUIREMENTS : FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH HDWR CORRIDOR SWING . - - - - ' - - - - - - - - - " - ' - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - ' - ' - ' - - - - 1 Office 27 1 0 . 5 No No N/ R TOTAL 27 1 0 . 5 No No N/R B Unfinished Basement 8 1 0 . 1 No No N/ R TOTAL 8 2 0 . 5 No No N/R 2 In areas where 2 exits are required , the minimum separation is 1 / 2 of the maximum diayonal of the area or floor . - - Sec . 3303 . ( c ) Door swing is based on Sec . 3304 . (b ) except as noted . Occupant load is based on Table 33 - A . Number of exits is based on Table 33 - A except as noted . Exit width is in feet and based on Sec . 3303 . (b ) . Exit width is to be divided approximately equally among exits . Width shown for all areas is based on other exits . ( 0 . 2 ) Width shown for lst floor is based on other exits . ( 0 . 2 ) Width shown for other floors & basements is based on stairways . ( 0 . 3 ) For the minimum width of doors , see Sec . 3304 . ( f ) For the minimum width of corridors , see Sec . 3305 . (b ) For the minimum width oP stairways , see Sec . 3306 . (b ) FOOTNOTES : 2 ) 8asements and floors above the 2nd floor are required to have 2 exits . - Sec . 3303 . ( a ) See Exceptions HANDICAPPED ACCESS : 1 ) Handicapped access is required to at least one primary entrance to this building . - - Sec . 3103 . ( a ) & (b ) 3 . 2 ) If a ramp is used for handicapped access , the max slope is 1 : 17. . - - Sec 3307 . ( c ) Handicapped access may not Ue required to levels other than the primary entry level . - - Sec . 3103 ( a ) exc # 2 STAIR NOTES : The maximum rise of a step is 7 inches and the minimum run is 11 inches . - - Sec . 3306 . ( c ) The minimum width of a stairoiay is 36 inches , 44 inches if the occupant load is qreater than 49 . - - Sec . 3306 . (b ) Also see exit table above to see if minimum width is greater than 44 inches . Provide handrails on both sides of a stairway 34 to 38 inches above the nosi �g . ( May be on one side if less than 44 inches wide ) - - Sec . 3306 . ( 7 ) Provide a guard rail where drop off is greater than 30 inches . Minirtium height = 42 inches , maximum opening size = 4 inches . - - Sec . 1712 . ( a ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 3306 . ( 0 ) Enclosed usable spaCe under the stairs is required to be protected as required for lhr fire - resistive construction . - - Sec . 3306 . ( 1 ) Provide a landing within 1 inch ( 1 / 2 inch at doors used for handicapped access ) of the threshold . - - Sec . 33D4 . ( i ) The mi � imum width is same as door width and the minimum lenqth is 44 inches . - Sec . 3304 . ( j1 . The maximum travel distance in this buildinq is 150 feet . - - Sec . 3303 . ( d ) ROOFING REQUIREMENTS : 1 ) The roofing on this building is required to be Class C - - Table 32 - A Cedar or redwood shake shingles and # 1 shingles constructed in accordance with Section 3204 ( e ) , Special - purpose Roofs may be used . - - Exception # 4 2 ) See section 3204 . and ICBO research reports for requirements . AUTOb1A4' IC SPRINKLER SYSTEMS : If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening , an automatic sprinkler system is required . - - Sec . 3802 . (b ) If there are 100 or more sprinklers , the automatic sprinkler system shall be supervised by an aoproved central , proprietary , or remote station service or a local alarm which will 9ive a❑ atidible signal at a constantly attended location . - - Sec . 38G3 . STANDPIPE REQUIREMENTS : There is no requirement for a standpipe . - - Table 38 - A A hose is not. required . - - Table 38 - A FOOTNOTES : 1 ) The location is to be per Sec . 3805 . ( c ) , ( d ) , and /or ( e ) F7ALL AND CEILING FINISH : 1 ) Wall and ceiling finish materials are required to comply with Sec . 4204 . ( a ) and Table 42 - B • 2 ) Carpeting on the ceiling is reqUired to have a Class I flame spread rating . - - Sec . 4204 . (b ) 3 ) Textile wall coverings shaautomaticlsprinklerseorpmeea theing . and shall be protected by acce�tance criteria of U . B . C . Standard No . 42 - 2 - - Sec . 4205 . INSULATION NOTES : 1 ) All insulation material including facings are requiYed to have a £ ame � spread rating of 25 or less and a maximum smoke densitY of 450 unless it is in a concealed space and the facing is in contact with a wa11 or ceiling . - - Sec . 1714 . ( c ) exc . # 2 rotected . - - Sec . 1713 . 2 ) Foam plastic insulations are required to be p GLAZING REQUIREMENTS : A11 glazing in hazardous locations is required to be of safety glazing material . - - Sec . 5 � 0G . ( d ) ADDITIONAL REQUIREMENTS : For B2 occupancy All restaurants or food service operations shall be reviewed by t e Town Of Vail environmental health officer for compliance to wall and ceilin9 finish , and equipment approval . A $ 75 food service review will be charqed to su�hrovidecnatural or In all areas customarily occupied bY humans , p artificial light and ventilation . - - Sec . 705 . 1a) & (b) HANDICAPPED REQUIREMENTS : NOTE : Section numbers listed below are from ANSI All� . l - 1986 WATER FOUNTAINS : - � 1 ) One must have a spout within 36 inches of the floor . - Sec . 4 . 15 . 2 ) Spout must be at the front of the unit . � Sec . 4 . 15 . 3 3 ) Controls must be at or near the front of the unit . - - Sec . 4 . 15 . 4 & 4 . 25 . 4 4 ) A cantilevered unit is required to provide a clear area5ecae4 . 15e5u ( 1 ) o 27 inches high , 30 inches wide , and 17 inches deep . - 5 ) A clear area of 30 X 48 inches is required at the fountain . The clear area is required to provide for a £ orward approach with a cantilevered unit and for a side approach otherwise . - - Sec . 4 . 15 . 5 � Fig . 27 b , c , d TOILET FACSLITIES : 1 ) A 5 ' diameter wioUstructed turning space is required in the toi e roo . - Sec . 4 . 2 . 3 & Fig . 3 ( a) the clezir area required is : 2 ) When water closet is not in a compartment , a ) 48 inches wide by 56 inches deep with a side approach . - Sec . 4 . 16 . 2 & Fig . 28 b ) 48 inches wide by 6f, inches deep with a front approach . - Sec . 4 . 16 . 2 & Fig . 28 roaches . c ) 60 inch2s wide by 56 inches deep with both app - SnC: . 4 . 16 . 2 5 Fiq . 28 d ) Side bar is required to start. within 12 inches oL tne back wall and extend to 54 inches from the back wall . - - Sec . 4 . 16 . 4 & Fig . z9 The rear bar is req� ired to be 36 inches lony . - - P' ig . 29 3 ) When wate;- closet is in a compartment , the area required is : a ) 56 inches deep by 60 inches wide with a qrab bar at the back and one at the side . Door is at front or side . - - Fig . 30 ( a) or b ) 66 inches deep by 36 or 48 inches wide with grab bars on both sides and door at front . � - Fig . 30 (b ) d ) If a floor mounted water closet is used , the depth dimension shown above must be increased 3 inches . - - Fig . 30 ( a ) � (b ) e ) Side bars are required to start within 12 inches of the back wall and extend to 54 inches from the back wall . - � Fi4 • 7 . 56a & 7 . 56b The rear bar is required to start within 6 inches of the side wall and be 36 inches lon9 . � - Fig . 30 ( a ) 4 ) The bars are to be 33 to 36 inches above the £ loor . - - Fig . 29 (a ) , (b ) & Fiq . 30 ( c1 , ( d ) 5 ) The top oE the seat on the water closet is required to be 17 to 19 inches above the floor . - - Fig . 29 (b ) & Fiq . 30 ( d ) 6 ) Urinals are required to be stall type or have an elongated rim and be within 17 inches of the floor . - - Sec . 9 . 18 . 2 & Fig . 29 ( c ) 7 ) A clear area of 30 X 48 inches is required in front of the urinal . - Sec . 4 . 18 . 3 8 ) Accessible lavatories shall provide a clear area under the lavatory of 29 inches . - - Sec . 4 . 19 . 2 . 1 & Fig . 31 9 ) A clear area of 30 X 48 inches is re9uired in Eront of the lavatory . - Sec . 4 . 19 . 3 & Fig . 32 10 ) The bottom of mirrpr is required to be within 40 inches o £ the floor . - - Sec . 4 . 19 . 6 & Fi9 . 31 # SHEET IDENTIFICATION CORRECTION REOUIRED 1 A5 . 1 WINDOW� SCHEDULE Glazing in a hazardous location is required to be glazed with safety material . - - Sec . 5406 . 2 ATTIC ACCESS REQUIRED . Provide an attic access ( 22X30 min ) to each attic area . - - Sec . 3205 . ( a ) 3 q ATTIC DRAFT STOPS . Provide details ( construction and location ) of draftstops in the floor system . - - Sec . • 2516 . ( f ) 4 . A 5 IN - PLOOR DRAFT STOPS . Provide details ( construction and location ) of draftstops in the attic . - - Sec . 2516 . ( f ) 4 . B 6 A2 . 1 SASEMENT CEILING PINISH . The ceiling of the basement is required to be a lhr assembly . - - Section 1703 . 7 A2 . 1 , 5 . 1 DOOR I . D . & DOOR SCHEDULF. A solid core or metal door with closer is required between the basement and the 1st floor . - - Section 1703 . 8 A3 . 2 42 " GUARD RAILS REQUIRED . A 42 inch high guardrail with a maximum opening of 4 inches is requied where step is greater than 30 inches to floor or grade below . - - Sec . 1712 . 9 A3 . 2 DECK GUARD RAIL TO BE 42 �� The open side of all decks , porches , stairs , etc . which are more than 30 " above grade shall be protected with a guardrail . Openings can not exceed 6 " . Within R - 1 occ . and all R - 3 , height min . is 36 " - outside R - 1 occ . height min . is 42 " . UBC 1711 10 A2 . 1 FLOOR DRAIN , MECHANICAL . For heating or hot - water supply boiler p SHEET IDENTIFICATION COFRF.CTION REQUIRED - - - - - -- ----'� - - - - - ' -- -- - - - - -- -- -- - - '-- _ _ - - -- --- -- - ' - -- - --- - - - - --- - - - - - - _ _ _=� __ ____ ___ _ _ __ applications a floor drain shall be supplied or suitable disposing of accumulated fluids . UMC 2119 11 A2 . 2 R° STROOMS VENTILATION . In bathrooms with a tub or shower and in laundry rooms a mechanical ventilation system directly connected to the outside shall be provided . UBC 1205 ( c ) 12 p2 , 2 OFFICE AREA meckanAca�1NY operated ventilationusystemnshalllbe a provided capable of supplying at min . 5 cu . ft . per minute of outside air per occupant in all occupied portions of the building . UBC 705 OR UBC 605 13 A2 . 1 PROVIDE COMBUSTION AIR . In buildings of unusually tight construction ( all new construction in Town of VAil ) all combustion air shall be obtained from outside air . UMC Ch . 6 14 A?. • 1 ADEQUATE SIZE , MECFi RM? Furnaces not listed for alcove or closet installation shall be installed in a room having a volume at least 12 times the total volume of the furnace . Boilers require a room at least 16 times larger than the volume of the boiler . UMC 504 (b ) 15 WILL NEED MECH DRAWINGS . Provide a mechanical drawing showing basic design or hydronic system or duct system , size of equipment ( BTU & actual volume size ) , size of mechanical room , and size of combustion air to be supplied to equipment . 16 TRUSSES � ROUGH F'RAME . Iaclude engineered tru5s details by the truss manufacturer ' s engineer . ( req in this state) _ . e ...�— - — ��.—.1.—.�� . �. . . . ._ y.._..�..._.�._._..._ .._ ""_. . . � � Town of Vail 25 South Frontage Road Vail , Colorado 81657 ( 303 ) 479 - 7. 138 P1an analysis based on the 1991 Uniform Building Code Project NUmber : B98 - 0278 Name : VAIL INTERFAITH CHAPEL MINISTRY CENTER Address : 19 VAIL RD Date : October 28 , 1998 Contractor : J . L . VIELE CONSTR ' TN Occupancy : H2 Architect : GwATHMEY - PRATT Type of Const : V - N Engineer : KRM CONSULTANTS , INC Plans Examiner : Gary Goodell NOTB : 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 reproduced from the Uni £ orm Building Co3e ( 1991 edition ) with permission o £ International Conference of Building Officials . SEPAFATION DIRF.CTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 68 . D Feet 68 . 0 Feet EAST Building 20 . 5 Feet 10 . 3 Feet SOUTH Property line 38 . 0 Feet 38 . 0 Feet WEST Property line 26 . 0 Feet 26 . 0 Feet Area incTeased 22 . SOa for open area on 2 sides . FL NAME OCC MAX FLR AREA ALLOWED RATZO STATUS - - - - - - - - - ' - - - - - ' - " - - - - ' - - - - - " - - ' - " - - - - - - - - ' - - - ' - - - ' - ' - - ' - - - ' - - - - � 1 Office 82 ok 2723 9800 0 . 28 ok TOTAL FOR FLOOR 2723 9800 0 . 28 ok ' B Unfinished Basement S2 ok 2481 9800 0 . 25 ok TOTAL FOR FLOOR 2481 9800 0 . 25 ok BUILDING TOTAL 2723 9800 0 . 28 ok The actual height of this building is 28 . 0 feet . The maximum height of the building is 40 . 0 feet . - - Table 5 - D EXTERIOF WALL FIRE RATIN�S AND OPENING PROTECTION Table 17 - A & Table 5 - A NORTH EAST SOUTH WEST OCC 6RG NON - BRG OPNG 8RG NON - BRG OPNG BRG NON - BRG OPNG BRG NON - BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT II2 Ohr Ohr None lhr lhr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIflLE material . Sec . 2201 . None - - No fire protectian requirements for openings . Prot - - Openings are to be protectnd with 3 / 4 hr fire assemblies . 50� of the area of the wall maximum . Sec . 504 . ( b ) & Sec . 2203 . & Table 5 - A Maximum Single window size is 84 sq . ft with no dimension greater than 12 feet . - - Sec . 4306 . ( h ) NOP - - Openinqs are not permitted in this wall . • - - These walls may be re9uired to have a parapet wall 30 inches above the roofinq . The parapet wall is required to have the same fire rating as the orall . See section 1710 . for details and exceptions . OTHLR AUILDING ELEMENTS Table 17 - A ELEMF.NT MFITERIAL RATING NOTES Interior 6earing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote # 1 Floor/Ceiling Assembly Any 0 hr See Footnote # 11 Roof / Ceiling Assembly Any 0 hr Stairs Any None FOOTIVOTES : 1 ) Elements in an exterior wall located where openings are not permitted or where protection of openings is required , shall be protected against external fire exposure as required for exterior bearing walls or the structural frame , whichever is greater . - - Table 17 - A , footnote 1 11 ) A self - closing , 1 3 /4 inch thick solid core or noncombustible door is required between the basement and the lst floor . - - Sec . 1703 . 17 ) The ceiling of the basement is required to be protected with lhr fire - resistive construction and doors to basements are required to be of noncombustible construction or 1 3 /4 inch S . C . wood . - - Sec . 1703 . DRAFT STOPS : If there is comUustible construction in the roof /ceiling assembly , draft stops shall be installed so that the area of concealed space does not exceed 3000 square feet and so that the horizontal dimension between stops does not exceed 60 feet . - - Sec . 2516 . ( f ) 4 . B . ( iii ) OCCUPANCY SEPARATIONS - - Table 5 - B None required ADDITIONAL SEPARATIONS FOR 82 OCCUPANCY : A 1hr occupancy separation is required around rooms containing a boiler or ' central heating unit greater than 400 , 000 BTU input . - - Sec . 708 . _ EXIT REQUIREMENTS : FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH HDWR CORRIDOR SWING - " - - ' - - " ' - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - " - " - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - 1 Office 27 1 0 . 5 No No N/ R TOTAL 27 1 0 . 5 No No N/R B Unfinished Basement 8 1 0 . 1 No No N/R TOTAL 8 2 0 . 5 No No N/R 2 In areas where 2 exits are required , the minimum separation is 1 / 2 of the muximum diagonal. of the area or floor . - - Sec . 3303 . ( c ) Door swing is based on Sec . 3304 . (U ) except as noted . Occupant load is based on Table 33 - A . Number of exits is based on Table 33 - A except as noted . Exit width is in feet and based on Sec . 3303 . (b ) . Exit width is to be divided approximately equally among exits . Width shown for all areas is based on other exits . ( 0 . 2 ) Width shown for lst floor is based on other exits . ( 0 . 2 ) Width shown for other floors & basements is based on stairways . ( 0 . 3 ) For the minimum width of doors , see Sec . 3304 . ( f ) �. . . _. . . . _... ._ . ' ... .. .. ...... . ... ... .. . ..J _.. _ _ . .. . . . . _ __.:. .. .. . .. . _ .. . _ . _ . For the minimum width oE corridors , see Sec . 3305 . (b ) For the minimum width of stairways , see Sec . 3306 . ( b ) FOOTNOTES : 2 ) Basements and floors above the 2nd floor are required to have 2 exits . - Sec . 3303 . ( a ) See Exceptions HAN➢ICAPPED ACCESS : 1 ) Handicappe3 access is required to at least one primary entrance to this building . - - Sec . 3103 . ( a ) & (b ) 3 . 2 ) If a ramp is used for handicapped access , the max slope is 1 : 12 . - - Sec 3307 . ( c ) Handicapped access may not be required to levels other than the primary entry level . - - Sec . 3103 ( a ) exc # 2 STAIR NOTES : The maximum rise of a step is 7 inches and the minimum run is 11 inches . - Sec . 3306 . ( c ) The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 49 . - - Sec . 3306 . (b ) Also see exit table above to see if minimum width is greater than 44 inches . Provide handrails on both sides of a stairway 34 to 38 inches above the nosing . (May be on one side if less than 4fl inches wide ) - - Sec . 3306 . 0 ) Provide a guard rail where drop off is qreater than 30 inches . Minimum height = 42 inches , maximum opening size = 4 inches . - - Sec . 1712 . ( a) The minimum headroom is 6 ft . - 8 inches . - - Sec . 3306 . ( 0 ) Enclosed usable space under the stairs is required to be protected as required for lhr fire - resistive construction . - - Sec . 3306 . ( 1 ) Provide a landing within 1 inch ( 1 / 2 inch at doors used for handicapped access ) of the threshold . - - Sec . 3304 . ( i ) The minimum width is same as door width and the minimum length is 44 inches . - Sec . 3304 . ( j ) . The maximum travel distance in this building is 150 feet . - - Sec . 3303 . ( d ) ROOFING REQUIREMENTS : 1 ) The roofing on this building is required to be Class C - - Table 32 - A Cedar or redwood shake shingles and # 1 shingles constructed in accordance with Section 3204 ( e ) , Special - purpose Roofs may be used . - - Exception # 4 2 ) See section 3204 . and ICHO research reports for requirements . AUTOMATIC SPRINKLER SYSTEMS : If openings are not provided in each SD feet of exterior wall or there is floor area more than 75 feet from an exterior opening , an automatic s �rinkler system is required . - � Sec . 38D2 . (b ) If there are 100 or more sprinklers , the automatic sprinkler system shall be supervised by an approved central , proprietary , or remote station service or a local alaz�n which o-; ill give an audible signal at a constantly attended location . - - Sec . 3803 . STANDPIPE REQUIREMENTS : There is no requirement for a standpipe . - - Table 38 - A A hose is not required . - - Table 38 - A FOOTNOTES : 1 ) The location is to be per Sec . 3805 . ( c ) , ( d ) , and/or ( e ) ,__..--- - - - �_._.�._-------__- . _ _____--.__ ..._.. . . . WALL AND CEILING FID7ZSH : 1 ) Wall and ceiling £ inish materials are required to comply with Sec . 4204 . ( a) a�d Table 42 - 8 • 2 ) Carpeting on the ceiling is required to have a Class I flame spread rating . - - Sec . 4204 . (b ) 3 ) Textile wall coverings shaautomaticlsprinklerseorpmeet theing and shall be protected by acceptance Criteria of U . B . C . Standard No . A2 - 2 ' - Sec . 4205 . INSULATION NOTES : 1 ) All insulation material i. ncluding facings are required to have a ame - spread rating of 25 or less and a maximum smoke density of 450 unless it. is in a concealed space and the faciny is in contact with a wall or ceilinq . - - Sec . 1714 . ( c ) exc . # 2 2 ) Foam plastic insulations are re4uired to be protected . - Sec . 1713 . GLAZING REQUIFEMENTS : All glazing in hazardous locations is required to be of safety qlazing material . � - Sec . 5406 . (d) ADDTTIONAL REQUIREMENTS : For B2 occupancy All restTOwnnOf Vail� environmentapehealthsofEicerbforecomplaabcetto wall and ceilin9 finist� , and equipment approval . A $ 75 food service review will be char9ed to suchrP�laaecnatural or In all areas customarily occupied by humans � Sec . 705 . ( a) & (b ) artificial light and ventilation . HANDICAPPED REQUIFEMENTS : NOTE : Section numbers listed below are from ANSI A117 . 1 � 1986 WATER FOUNTAINS : - � 1 ) One must have a spout within 36 inches of the floor . - Sec . 4 . 15 . 2 ) Spout rnust be at the front of the unit . - - Sec . 4 . 15 . 3 3 ) Controls must be at or near the front of the unit . - Sec . 4 . 15 . 4 & A . 25 . 4 4 ) A cantilevered unit is required a� aPi�" idehescdeep areaSecae4 . 15e5u ( 1 � of 27 inches high , 30 inches wide , , ) A clear area of 30 X 48 inches is required aroach withtalcantilevered area is required to provide for a forward app �nit and for a side apProach otherwise . - - Sec . 4 . 15 . 5 & Fig . 27 b , c , d TOILET FACILITIE5 : 1 ) p 5 ' diameter unobstructed turning sPace is required in the toilet room . - Sec . 4 . 2 . 3 & Fig . 3 (a ) 2 ) When water closet is not in a compartment , the clear area required is : a) 48 inches wide by 56 inches dee� with a side approach . - Sec . 4 . 16 . 2 & Fig . 28 roach . b1 48 inches wide by 66 inches deep with a front app - Sec . 4 . 16 . 2 & Fig . 28 c ) 60 i �ches wide by 56 inches deep with both approaches . - Sec . 4 . 1G . 2 h Fig . 28 d ) Side bar is required to start withi. n 12 inches of thE back wall and extend to 54 inches from the back wall . - - Sec . 4 . �694 29Fig . 29 The rear bar is required to be 36 inches long . - 3 ) When water closet is in a compartment , the areabrbarlatathe . back and one a ) 56 inches deep by 60 inches wide with a � � 30 ( a ) or at the side . Door is at front or side . - Fig . b ) 66 inches deep by 36 or 4b inches wide with 9rab bars on both sides and door at front . - - Fig . 30 (b ) d) If a floor mounted water closet is used , the depth dimension shown above must be increased 3 inches . - - Fig . 30 ( a ) e (b ) e ) Side bars are required to start within 12 inches of the back wall and extend to 54 inches from the back wall . - - Fig . 7 . 56a & 7 . 56b The rear bar is required to start within 6 inches of the sidU wall and be 36 inches long . - - Fig . 30 ( a ) 4 ) The bars are to be 33 to 36 inches above the floor . - - Fig . 29 ( a ) , (b ) & Fi9 . 30 ( c ) , ( d ) 5 ) The top of the seat on the water closet is required to be 17 to 19 inches above the floor . - - E' ig . 29 (b ) & Fig . 30 ( d ) 6 ) Urinals are required to be stall type or have an elongated rim and be within 17 inches of the floor . - - Sec . 4 . 18 . 2 & Fig . 29 ( c ) 7 ) A clear area of 30 X 48 inches is required in front of the urinal . - - Sec . 4 , 18 . 3 8 ) Accessible lavatories shall provide a clear area under the lavatory of 29 inches . - - Sec . 9 . 19 . 2 . 1 & Fig . 31 9 ) A clear area of 30 X 48 inches is required in front of the lavatory . - - SeC . 4 . 19 . 3 & Fig . 32 10 ) The bottom of mirror is required to be within 40 inches of the floor . - - Sec . 4 . 19 . 6 & Fig . 31 # SHEET IDENTIFICATION CORRECTION REQUIRED - ---- - ------�'------- —`- - -- --- - ----- -- -- --- ---- — - -------- --- — - 1 A5 . 1 WINDOW SCHEDL7LE Glazing in a hazardous location is required to be glazed with safety material . - - Sec . 540G . 2 ATTIC ACCESS REQUIRED . Provide an attic access ( 22X30 min ) to each attic area . - - Sec . 3205 . ( a ) 3 4 ATTIC DRAFT STOPS . Provide details ( construction and location ) of draftstops in the floor system . - - Sec . . 2516 . ( f ) 4 . A 5 IN - FLOOR DRAFT STOPS . Provide details ( construction and location ) of draftstops in the attic . - - Sec . 2516 . ( f ) 9 . B 6 A2 . 1 BASEMENT CEILING FINISH . The ceiling of the basement is required to be a lhr assembly . - - Section 1703 . 7 A2 . 1 , 5 . 1 DOOR I . D . & DOOR SCHEDULE A solid core or metal door with closer is required between the basement and the 1st floor . - - Section 17D3 . S A3 . 2 42 " GUARD RAILS REQUIRED . A 42 inch high guardrail with a maximum opening of 4 inches is requied where step is greater tha❑ 30 inches to flpor or arade below . - - Sec . 1712 . 9 A3 . 2 DECK GUARD RAIL TO BE 42 " The open side of all decks , porches , stairs , etc . which are more than 30 " above grade sha11 be protected with a guardrail . Openings can not exceed 6 " . Within R - 1 occ . and all R - 3 , height min . is 36 " - outside R - 1 occ , height min , is 92 " . URC 1711 10 A2 . 1 FLOOR DRAIN , MECHANICAL . For heating or hot - water supply boiler ----------�- - __•_. ----- -_ - - __- . �_. _ _- _ � , , # SHEET IDc^.NTIFICATION CORRECTION REQUIRED applications a floor drain shall be supplied for suitable disposing of accumulate3 fluids . UMC 2119 11 A2 . 2 RESTROObIS VENTTLATION . In bathrooms with a tub or shower and in laundry rooms a mechanical ventilation system directly connected to the outside shall be provided . UBC 12051c ) 12 A2 . 2 OFFICE ARFA VENTILATION . In rooms without natural ventilation a mechanically operated vent. ilation system shall be provided capable of supplying at min . 5 cu . ft . per minute of outside air per occupant in all occupied portions of the building . UBC 705 OR UBC 605 13 A2 . 1 PROVIDE COMSUSTION ATR . In buildi �gs of unusually tiqht construction ( all new construction in Town oE VAil ) all combustion air shall be obtained from outside air . UMC Ch . G 14 A2 . 1 ADEQUATE SlZinsMallationFShallebeninstalled inraaroomehavinq ae � volume at least 12 times the total volume of the furnace . IIoilers require a room at least 16 kimes larger than the volume of the boiler . UNIC 504 (b ) � � Y7ILL NEED MECFI DRAWTNGS . Provide a mechanical drawinq showing basic desi9n or hydronic system or duct sysCem , size of equipment ( BTU & actual volume size ) , size of mechanical room , and size of combustion air to be supplied to equipment . 16 TROSSES � ROUGH FRAME . Include engineered truss details by the truss manufacturer ' s engineer . ( reg in this state) r— — — — — — — — — — — — — � B � I A4' 1 Pratthmey r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — � — — — — — — — — — — — — — — — — — — — Architects P West ' . .c - - - - - - - - - - - - - - - - - - � I � � I 1000 5. Frontoge Rd. I Vail, Colorado 81657 Tel: (970) 476- 1147 � Fax: (976) 476- 1612 I _ _ _ _ _ _ ' _ _ _ _ _ 3 _ ' _ _ _ _ " _ ' _ � I GFI I , _ _ _ _ _ _ _ _ _ _ _ TOILEt-MEN < �Fl GF[ ; i I TOILE?-UIOMEN _ _ _ R�F Z � � � - -, - - W � � - - � � � _ �� LEvA70R SNAFT �r - - - - - ~ r - - - 1 I I I O TEL - � _ _ � _ __ _, _ .. ro a� � /� p� � i � ' ; ; ' i � I ,- _ _ _ i �. � � .f . - -� _ � � LIC!lTRYs YLSTIUIJL� $I�1K Y �, I i I I � � A CONSELINCs 3 ' ' � ~� ~� I I I Q; I RM. 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I I � 1 I 1 I 1 I I ' I I I � �� � � _ - _ _ _ _ - - _ � � _ � �` _ _ - .� � _ _ �� �� _ _ _ �� . . � _ _ _ � �` _ - - _��� ` _ _ _ �� 1 M I � 1 � � _ � � _ _ � � � � � I � � I � I I I � � - - - � � � � - � - - � � - - J � - - - � � - - -� ITEL TEL TEL TEL TEL TEL I ^ �, ti � � � � I i � � , � F I - - - - - - - - - - - - - - - - - - - - - w - L - - - - - - - - - - - - - J � W � � � z o UNDER CABINET LIGHT �� �" I ; _ � I B �i RECESSED CEILING CAN LIGHT � -_— --- - - -- Aa. � � C O� RECESSED CEILING ADJ CAN LIGHT � � A ENTRY LEVEL ELECTRICAL PLAN ►� orth WALL / SURFACE M �UNT LIGHT -�D w e SCALE: 1 /4 " = 1 ' - 0 " Fl a Q CoPY�ignt FL � URESCENT LIGHT Gwcthmey Prott Arcnftecte� v.o. A11 ny�ta reserve0 Thle documant, and the ideos STEP LIGHT ❑ R ELEC � ANEL � a�d desiqne ��o.o��oe.a �enn, oc an netru�+ronl 01 K pro(eeeionol eervice, is the property of Gwat�msy/Prott/ ArchitecU, P.C. onA ie ,y not to be uaed in whol� or in t F A N L I G H T � ' r of Edward M. Gwathmey �.., ELECTRICAL NOTES �rt, �o� any otfMr projxt it�out the wntlen authonzation Y Menry R. Prott FAN LT % WALL SWITCH � 1 . ELECTRICAL CONTRACT FOR THIS PROJECT IS TO BE "DESIGN — BUILD" BY THE CONTRACTOR . Date � 10 - 21 - 1998 3 — WAY WALL SWITCH � 2 ELECTRICAL SHOWN IS DIAGRAMATIC — ELECTRICAL Revised : 3 SUBCONTRACTOR TO PROVIDE ELECTRICAL OUTLETS AND SWITCHING TO CODE . AND WIRING FOR 1 1 - 03 - 1998 DIMMER WALL SWITCH � EQUIPMENT AS REQUIRED . n 3 . PROVIDE "GFI " OUTLETS WHERE REQUIRED . SM ❑ KE DETECTOR � 4 . ELECTRICAL SUBCONTRACTOR TO COORDINATE WITH OTHER SUBCONTRACTORS , SUPPLIERS AND SHALL PROVIDE ELECTRICAL NOT SHOWN HERE AS MAY BE REQUIRED . 3 — WAY DIMMER SWITCH �D3 : 5 . THESE PLANS ARE PROVIDED ONLY TO SHOW DESIGN INTENT AND QE CO( L � W VOLTAGE DIMMER SWITCH ❑ UTLET — FL ❑ ❑ R O° SHOULD NOT BE CONSIDERED AS ELECTRICAL CONSTRUCTION A ��E. �i9� , � DOCUMENTS. : �: � <�. `� �n �642�r ;�`�, ;� � � � 6 . OUTLETS , TV, TELEPHONE, ETC BOXES SHALL ! EDl;,h,ZD M . `� JAMB SWITCH � ❑ UTLET — SPECIAL CWASHER / DRYER ) � NOT BE WSTALLED BACK TO BACK IN SAME WALL STUD CAVITY � ;' . G'�V�`�Tiltu' E(, JR. ' � WITH DEVICES IN ADJACENT SPACES . ADJUST LOCATIONS l : ;_ � : ; _� AS REQURED . �� - �� � ❑ LTLET - DUPLEX �Q TELEPHONE JACK r�.� 7 . OUTLET BOX AT WASHER/DRYER TO BE TYPE THAT IS INTEGRA� WITH WATER VALVES ANDWATER WASTE CONNECTION . ❑ UTLET - GFI �F � TV JACK CALWAYS INCLUDE PH ❑ NE ) H � 8 . ALL LIGHT FIXTURE, OUTLET, SWITCH , ETC. LOCATIONS ARE SUBJECT TO FIELD REVIEW 8Y ARCHITECT AND MAY CHANGE ❑ UTLET — M ❑UNTING HT � JUNCTI ❑ N B � X O AS A RESULT OF SUCH FIELD REVIEW. INSTALL ROUGH BOXES as• AND COORD! NATE WI?H ARCHITECT FOR REVIEW PRIOR TO HARD wIRING OF ALL DE�ICES . Shee ; Number ❑ UTLET - WATERPRO � F TYPE `HwP MJT �R DEVICE ( EXHAUST FAN , SPA TUB , ETC ) O 220 ❑ UTLET 11Y TRACK LIGHT FIXTURES E � • � T1 6 , � ' Yown ut Vall Community . Development � �° ' . �... o� ew�a ►+��� �ra t.. ,M° G WAT H M EY ._ � 000�� G b a ` Pratt ♦ l �) Uemed a � � � '� � �` rvcn�tects, � .� „'" P.c. �. " � � 1600 S. Frontage Rd. West Vauoicr or Permlt + y , vo�i, coio.ado aiss� Sec. 303 (cl i9 U . B.C. ` � . • Tel: (970) a�e— iia� �'.•�`°� Fax� (976) 476- 1612 !�e issuanoe or granting ot a permlt or approval ot plans enA '=-F soecifications shall not be construed to be a permit for, m an approval ot, any violation of any of the provisions of this codY or ot any otner ortlinance of the jurisdication. T�e issuance ot a permit oased upon plans, specifications and other data shal' wt prevent tno building official troT thereafter requiring the �rreetion of errors in srfd plans, specifications and athe� da�a. " 'O DATE� �� Q �i a 0 � � U w za a A ; � � � � � � z a � � w a' o� � � � � � � r�' � � a F�+-�1 � W �"� W � x [� � o Z � � 1 � VAIL ROAD , TRACT — J , BLOCK — '� , VAIL VILAGE 1 st _ FILING , VAIL , COLORADO ►-�+ Z '; � U � d ��I � E�" . � � W A TOWN OF VAIL � Z d O DESIGN REVIEW BOARD�����,� � - �;,,� �,,, � I� f i� � G T O i� � �4 � 8 i�' � � f �4 T I Ol�l S S 1' 1"I 80 � S D i� .� UJ I 1�1C� f l�l D � X �,,.� � � � AB ANGI-�OR BOLT NTS NOT TO SGALE � OWN� R ROOi"I � INISI-� SYMBOL / KE7 TO f200M FINISHES _ ABv __ _ ABOYE _ _ __ _ _ OPPOSIT� NAND GOVER 5HEE7 — �� - AID _ AR� A DRAIN OPCs OPENINC3 — - - --- - -- - Ro«� w+r�MUnae ADJ ADJAGENT f'L L__AM PLASTIC LAMINATE GEILING HT C I V I L - - -- - - -- -- -- - - AFF __ ABOV� FINISN FLOOR PLBC: PLUMBINCs _ .-' V VARIE9 F�ooR �sASe w,��s � GEILING APPROVED BY THE � Copynqnt ARCNITECT ALTM _ AL7EIRNATE — -- PLIUD - PRO 00 _D_ LIN�— �ca ��oTCaE°cr�� 9� GERMtIG71LE � �EKTIIREDDILDRYW.4L� � ���o��,�� T O P O S U R V E Y P�,(�iKF�1MID A0�9n`cta,°�e CsU1ATHMEY PRATT ARGNITEGTS, P.C. ,4P ACG� SS PAN�L PNL PANE � 9 910�� T TILE A9 BPEC'D GT FIREtdPED DRTWALL GT FIRETAPED DR�'WALL Th�s Cxument, ontl the deas 10m0 S. FRONTACsE ROAD U1EST �C t E��N. 00M�II$$IOI�,(, ANCzLE PTD PAINTGD T T�LE d8 'JPEC'D v vM7L NT NOCK�TROIIEL DRYWALL G-W iEMl1RED Df2T'WALL W/ heroin�us� an �i «tament of vAIL� CO BIFJ �'J8 - - - - - - - -- " °,++ �EET VMTL LLO WOOD A99PEC'D M7 M4l�LE TILE ��' � ��� p�o 01 G�othmey/ProH/ u.0 U1�XJD A8 9PEC'D pL pLABTERED DRl'WALL HT NOCK�TROLLIEL DR1'WALL L n9 r C9-T0) 416 - 1141 C9"10) 416 - 1612 Cfax ) - GLCs CEILINC� _ r _ RADIUS__ s Mreak.a� eo�oaerueeo r-� PLA4TEREDDRYWAI.L ARCN � TECTURAL , o � ;,: , a�orssaienul xrvice, is ene DertY Architecte, P.C. and �s GPT C,4Rf'ET R RI SER LLO 91WOD /+B BPEG'D srw g�� eo�ore s,ucco DATE: �/ � � ` not to be use0 n whale or �n part, !or ony olher project � GENT� R LINE REF RE RI D RAITOR ��' F'NIC KEY TO MATERIALS � DRAUJINCs SYMBOLSD �� � __ a�tl�<��, R r�a n ��tho� �a�,o� GI CAST _IRON _ R� _ _ R�FER TO wo �,eoo .� s�c�o o� Ed.a.a M. GwaNmey �, , STRUC7UR,4L ENCzINEER ai .i PARTIAL SITE PLAN L, .ZIi� CJ GONTROL JOINT RG _ _ _ KRM GONSULTANTS, ING_ A1 .2 ENTI � SITE PLAN w/ BUILDINCs LOGATION � � P O BOx: 4512 vAIL, GOLOtzADO 81658 CLR GOLOR _ REFL REFLECTED R� PAVING AREA C5� 0; 949 - 9391 - - - - � - - � F�ooR FLOOR / SPOT ELEVATION A13 A D A - PARKINCY DETAILS � CMU _ _ GONGRETE MASONRY UNIT � Q D f2EQUIRED _ ���� �ARTµ E�.� STRUCTURAL Date : 8- 28- 1998 CO __ CLEANOUT REv REy_E_RSE � � O Revised : SURVEI' INC� B�' : co� GOLUMN_ __ _ _ _ RCaN_ ___ ROU�sN �, i DOORTYPE A2 .1 FIRST LEYEL FLOOR PLAN INTER-MOUNTAIN ENCzINEERINCz CONG GONGRETE _ RO ROUG�H OPENING IT�� gTO�'�E O wiH�ow rYPE , ,� , l� T'1EDGALF ROAD - P.O. Box 9l8 — - - - -- - - � A2 .2 SEGOND LEvEL �LOOR PLAN , GONT CONTINUOUS RM __ _ _ RO01�1 � � / '�P ;� ' AvON, COLORADO - - --- - A23 ROOF PLAN SI - STRUCTURAL SPEGIFIGATIONS C9-10i949 - 5m� 2 DO DOUBLE WALL OVENS SEAL __ SEALANT_ _ _ S2 - FOUNDATION PLAN DlU DISNUJASNEF2 SNT _ __ _ SHEET • • : cohc� Te _ ,� v i �::.x�C� � � ELE1/ ELEVATION SIM SIMILAR_ ' '� S3 - SECOND LEvEL FRAMINCs PLAN I SECTION NUMBER A3 .1 NORTN AND UlEST � LEvATIONS SPECI � ICATIONS _ - - _ _ SLAB ON G�RADE A32 SOUTH AND EAST ELEvATIONS S4 - ROO� FRAMINCz PLAN EQ EQUAL 50C� SHEET NUMBER S�✓ - STRUC7URAL DETAILS � SP�GIFIGAtIONS GONSULTANTS, ING. FD FLOOR DRAIN SPEC ' D__ SPEGIFIED � sr�E� 2345 N. AGADEM7 PLAGE, SUITE Im� �DN FOUNDATION SPECS __ SPECIFICATIONS 1�� I DETAIL NUMBER GOLOR.4D0 SPRINGS, GO Sm9�9 FIN FINISN_ STD _ STANDARD � A4. 1 SEG710N A d B, - DETAIL ph. l�l9J 51� - 9414 fax. C'119) 57� - 9455 - - . SHEET NUMBER =: _ FLD _ __FI � LD__ STN _ _ STONE �� ��� A4.2 IUALL SEGTION, EAvE DETAIL ' � SOILS ENCxINEER FLR _ _ FLOOR STOR sTO�� ELECTRICAL `°''� F.O.UJ. FACE OF WALL l STUD E7G ) 7 TREAD 4 � INTERIOR ELEVATION � O� KOECHLEIN GONSULTINCs ENCsINEERS, ING — -- PLrwooD �—� " ED'�^IARD M . GONSuLTINCx CsEOTEGNNICAL ENCsINEERB FTCs FOOTINCs TEL TELEF'F�ONE __ _ _ � a�.i SNEET Nl1MBER A5.1 U11NDOlU AND DOOF2 SGNEDULES i� 123ro4 WEST ALAMEDA PKUlY. Csl"P CsYPSUM LUALL BOARD TNK THIGK/TNICKNESS A'12 A5.2 SEGOND LEvEL REFLEGTED GEILINCa PLAN k G4'Ji,TFIi:1ev, 1R. LA4GEWOOD, GOLORADO Sm228- 2845 CxL CsLASS/�sLAZING T,O. TOP OF EXISTING GONTOUR A53 INTERIOR ELEvATIONS AND INTERIOR l ' - 2 :� J1 BATT INSULATION DESICsN - BUILD IN AvON, ( g�0� 949 - 60m9 NM HOLLOUJ METAL T.O.W. TOP OF IUALL_ _ _ `� TRIM DETAILS '` � HT HEIC;1-IT TYP TYPIGAL � PROPOSED GONTOUR 1� �, . , GONtRACTOR INSUL INSULATION U.N.O. � UNLESS NOTED OTNERWISE RIGID INSULATION / �' • ' � ` - J. L . vIELE GONSTRUCTION KIT KITGNEN v. I .F. _ VERIFY IN FIELD _ � A6 .1 WIT�IDOW DETAILS 1000 S. FRONTACsE ROAD IUEST LP LOW_ f'OIN7 W/ LUITN A� � � f� G— �i' /� � LS vAIL, Co 81658 MAT ' L 1"IATERIAL W/O WITNOUT 4 RDUGN STUD ph_ (9�D) 416 - 3082 MO MASONRI' OP�NINCs WD WOOD �. PROJEGT MANUAL SEPARATE BOOK Sheet Number -- - -- - - - - -- -- MTL METAL LU/D lUAS1-4ER / DRl'ER I�I�G NECESSARY UJC UJATER CLOSET �T FIh11SN UIOOD N_I .G. NOT IN CONTACT UJDLU UJINDOUJ -�` NO NUMBER -- - - UJT UJ� ICsNT - --- - - ---- - --- - - A 0 . 1 . � �-- -- s�,.,�-- ---- -- ��,��:�� . _ , . . .. . _�. t . --, ��._ � �-� . - - _ _. . _ ... __ . .. �:. , . , . . _ _ . . _ . _ . - ----- --,-,: .-.- ,> . _ � C � I/,4 /L I/ILLA GE SECOND FlLING ' � � � ` � � ` ` .S�S�,' � n ? / / J � ` ` '` Ur2iry �� 8'4S/,S �F ` ��' �/ o 0 ` \ =MENT � BFA'p�NG / � , . \ / � � � O o. � ` , / / � � � APPROXIMAIE 50"�¢£18ACK pF � � / ` OT ^ ^ � a R1 L�N7E'R LINE L7lANlCEL GK' CA4£ � e v f1 S` cRt�x. � � � � � �. \ / C ^ � � .o o, � S O� V Q ,� \� o� N � ' �9 69 ' Pe Fa.�ro rr�s,w � au,� ����(�j(,J � ; ^co. � ° Pe `�� c,w zs »zw • s I \ � a" � ��'� � � a °'x�'�*��- \ ca �Re � � \ \ '� � � �a I \ � \ \\ �y.� .n� , -0. � �� �CRE� 'b�flt'A[,y- � �� v D \ � 4o�'A � °3 � ASPHAG T ` � � 88 V � \ � � <X � ^ � q� PARK/NC C9j . � !v � � � T` � •. �j� e�+o e� as. x cor A� � ,�,o. �nn: avis�zt� � � � O \ cP � • �C f�I � " \ 'Z�, � I/AtL CHAPEL ,�°` o BFNp�EN���/ENT r� Bq �+ "� ' � P � O � \` � � l�'N-y �P 31, 611 S0. F7. � �5. � � �' 'l73, p� �,yf.,yr� NK`ylil � �� � � L'7 ' N 0726 AG p p"E �\ s � � ' � \ m N l9 cavqp � '' A ' R . � D � � DEED ye.er s� 51 .3� �� f�B S�S71' CbiVC. C/iRB �I \ �A �l°� � J_ 4 c� P��� � � X� e, 4 e S,B*? *5� � � � � � O � �� �,\ �� �T \ N I c.Q�- N � � \ � � � ��''�' V x Bn45.54 g9 'TO��- �i � � � � � D �� \ e � �''Atc S �, � $ '� �� ai s.`ttt9o ` � = 09 '.35 'S1 " � , � � ' � ti , � " L = - _ _ � R = .394. 59 ' � � � \ suRtErtv v� � s ��$ ° � _ _ = - - _ _ - - N !1 � � Ta� a< <•' o. 7� �� v , f r = =PA �f'R WA(K W/ µtX1D EDCE ^ — ' � T = .3.3. 13 � � W " � �57R£AM BAN �. �' 7 F � � c„ � � 99 � ± � _ _ _ _ X814 JO x , L = 66. 10 ' �\�` \�• �,� \�-��,�`�'� ` ANK NB � e�f °� _ _ _ _ - - � '° = 1�. ,� _ CH = 66. 02 ' 1� m � �P c-+,� N Ai( E 45, w�, w 5 i • � � � � �4'p� � � �'�.9 .� � � 79� � %r 'tn � CONG• RAMP ' � ��C. ASPHAL T U CB = S ,9 �.32 �.3� �� E • C 2 � � �i O� lI� �p _� ((1 SiAIRS PANNG � \ � � \'� J 1' � anr �uae� � �� x IIPF 8749.01 � O 9tI5t 7 � \ �Z \ \ � - � 2 � � � \ o � T �� 4 11 � �� s9.5' � p� � � Z � � ` \ n _ � m � o� � ��.._ - Z � � \ \ 'o � � s� 4n.et � �, 1�111 111 x Bt4e�o � fi b a ` �� � \ \i 8137.2 ��. w,�� i lll 6 � p x � � ��,� U11 ,�ll11� � r ►� O �, � l � .. `"� � � "-��, � \`°�, C� S �»� _ _ -� "- ' �= �_"" � p Q . , � � � ± � � F o � � � � �,� � \ � � Q � s'�n � _ � � — o� g� � � � � � S64 t77'00 "E e�.e3 ,�R cupe �9 � � v � � � � 6� � � � \ .� o a -. � � � � � \� � � \ � � OOK 221 219. 96 ' �'�� � � � e � � � � „ �i � , ° � 'L � � 6. . � 494 215, pp, C.� . o � � 6 'o � � � �o � � 9801 • F � p�,,,�. rJj � � p � � � � � � � �a' � /�j9 � L�'�J � �PPROX/A!A 7E 50� S£7HACK Ll'' 1 . 62� � Q � : i c � � •y 6 � � C£N1E'R LINE CHANNEL OF CA4E O � � � � a ! � = 11 'S7',39 " � � � . �" "'"a . . . -���c�£K. rv � a � a j �F � \ � • � W € ` � � � 6 � R = 1255. 15 � \ � A PART OF TRAC B � � • � \ O � � g � g � L = 2BZ. O2 � � �YAIL / L/ONSHEA D S£COND G �� � �t� s s '$ $ � a � ` � S817g '44 "E � . r � � CH = 261. 54 , ` � � � , � � aE � � � CB = N EZ 22 �SO N W \ Q4£EK A/SAIND/C�D BY COM/MUNITY-PANfLQNUMB£R 18760 � s � a � �i � �� � AB005� 0002 C, MAP Rf N5�'D MA Y 2, 19BJ A� 1NE � NAJIANAL FLDA7 /NSURANCE PROCRAM (f7RM) fL000 5a ,, /N RA 1F MAP. � � F � L �W�E a APPROXlMA7� /00 YFAR FLOL10 PLAIN � A� GORf CR££K AS lNDICAIf]J BY PLAIES � � _ .3,3 'S9 '00 " -- 9 � 10 OF 7Hf CLl4f CRE£K fLDOD PLAIN � lN�7MATi6N-SII Y[� PR£PAREO BY NY'DRO- � � R = 302 26 1R/AO, L lU.. lN ,d/N�797J— — — .{� � F� � T = 92 36 ' -- � � F,p L = 179. 28 " � CH = 176. 66 ' GRAPHIC SCALE �'9 • ' " � � o �j � CB = N 7,3 2,3 30 W � ^ � o t0 0 10 20 N So O �O � ( iN �r ) LEGEND �SD , �' � = O t ��b = zo tt J � m \ � � � £LEC7RIC 7RANSFQ4M£R � � � j S89 '.37 '00 "W 120. 86 ' � v � � Dl O ORA/N /NLET O Q � �' CON TOUR lN TER V,4L = 2 FEET � � � � PB O PHGWE BOX m fM O £LFC7RlC ME7ER � BASIS OF £CEVA710N/.� J � � '" SANITARY MANH(X£ N0. 5N-J �� SPRINKL£R HEAO N (NOT SHONNJ v I�'� m R/M £LEV. _ $ 1J9.27� Nv l, Ouane Fehrhrqer, o du/y regisfered Jand surro�a- !n fhe � ;;". o /NI�£RT ELEV � B, 1J2J1 �Q WAlE74 VAL1£ Stote ol Cdorodo, da hereby ee�-tUy thof the �uryay ehown hereon . � ° CURI/E TABLE wos done by me or under my dlroct .wper�isJon ond the horizontol � NOTE.• DOCUMEN75 SVBMlT7ED BY CL/ENT ond �erticol meosuremen�a ore occurofe fo fhe best o/ my N $Q SAN/IARY SEIi£R MANH0.'£ CHORO know/edge ond be/!eL CURtE DEL TA RAD/US ARC L£NCIN rANGENT CNORD BEARING �' /. Deed /rom ✓od Assodotes, /nc., fo the ✓oi/ Re/igious j x� k�� �� Foundo�ion, /nc., dofed Augusf 24, 197,7. C- 1 9iJ756 " 394. 59 ' 62. 8B' 31. 51 ' 62. 82 � N 45656 " W I. , � 2. Amendmenf �o protectiw cawnanfs doted Augusl 16, 7971, C-2 3t71 '41 ' 394. 59 " 20. 85 " 10. 43 ' 20. 85 N 15350 " W atsv,�nir. i N/ed !n Book 12� ot Poge �9� of the rocords oI fhe Eogle C—J J7256 � 394. 59 � 23. 29 � 11. 65 � 23. 29 � N 23136 " W � 3 � 3'- 6' DIAM. ROC,Y( County Clerk onC Recorder. ��~ �r MM � o � a J Cront o/ eosement lrom ✓09 Re//gious Foundotion, ta fhe •` � � . , °�� �� �. � Aspen Tree Bonh ol Yoil, undoted. ,�ne f � . � D.D.F. � � ; :, . �� • 'a;. .�; tu�e aa.cu o �. Amendment fo gront o/ eosement from the ✓00 Religlous = : P Z :� = 5 11 B ; i � Pine Troe Foundot/on to FlrstBonk o/ Yoli doted Febroory 2, 1g81, = ��� 2 26 a : nrq�p� ,qy i Z 111ed in Book J2J of Poge 716 under Reception No. 7TADB2 � ` .... NOAL�:• Accadlnq fo Cdorodo low you must commence �c�, al fhe records o! fhe fogle County perk ond Recordx. ' 98- 0125S � a ony /eqd xtlan bosed upar ony delect !n fhis surxy rat B/ossom Tiee � !� o wlth,h thros yeors ofter you Arst dlscoror such de/eck '�' 5. Iha JJna! plot ol BaSo Condomlrriums os amended flred !n ��';,!0f • � � �r� � � � � /n no e�enf, mo on ocUm bosed u on on de/xt /n Book J96 ot Poge 878 under Rxeptlar No. 29Jf7! !n the ?':-, ,,k P I. ?, � � o Y Y P Y olAce o/ the Eo le Count GYenF and Recorder. "r�1 °",' a thla �urxy be commenced moro fhon ten yeory hvm � Bush 9 Y � � � i ths dots ol eert/Rcoflon sho»rr heroan. � i ' I .. I ' ' ; � �T GWATHMEY %% h' Pratt � � � � � C�N� � Architects, p.c. ` _ � . E,qsEM OMI�I(�jl� l I � 000 S. Froniage Rd. West � , , ��, � . � � I S / / ENT Vai�, Colorado 81657 - � � �ri� ir>- �c � N�' �� ":;' , , l l Fax: (s�o) a�s- � siz ` ` \ ` � I / — Tel: (970) 476- 1147 V ' - �� � I ��vr � � � � I i � : � � / / SNOLUS DIREGTION � , \ , � � ' � _ � � � ��'� . � � � � � , ; , , ; / / � O� DRAINACYE ' I , � . � ' / / � � - , � � / � . — , '�' � ,.,L-_� ti _ , , � \ : > - � � � _ � _ ,//� j� ` • � � + � � � — � / ' '' � O � EXTERIOR LICzu71NCz FIXTURE �\ : � i I � � / � ' . � \ \ � � � — / � � T � / � " MUSNROOM M.U.2 - C�, BY HADCO " A . � � ` % � /� `":'� � — � d � \ � i ' " ` ' � � � ''' _��; ` '. _ _ J I I � I ; - , , o , � � � � \ � / ..- " :� % I .3 5 - ___ .� � , / / a m _- - r � \ w ; i ` � ) ,\ .;j A1.3 � I�YsGU � _ ,.__ _ _ } � ' � . \ � � � V N � � /� � I . i ` — � � ` 8142 - _ ' _ � . 6 '_0^ 0 U � � � � I 1; TO BE REMO D � � \ e• � - _ _ _ � . ` HIFN Gq l rT� \ \ 1 � f � p ALLEXIS?I LLW API I �Fisr�y, ' � - , _ _ ` - � , � � RDENW,q�� / �j a - � � � 1 b ; \ � � SNALL BE OVE AN� ; � . \ ` - ` ` _ � ^ �. � � , ! ; O I � \ 15 PROPEf�Y 5T0� FOR � � � � � �I,� 'S�'969 �q�,�� � /� �� Qi � �`"�7F l I . � \ �.. 1 � � I ' ^ / 1 \ � \ 16�U5E. i � . ` ` - - . . _ � Bf44 � � . ` EN��S R / CAP D S£BI 04 ALUM. � ^ � ' . \ \ � . 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FOR � \ 0�a � AME � . � ` E�1E,vT T� � r v � \ ' 1 I1 I ti ; \ � ; � EXTENTS SEE DRAWINCs AI2. � LME CE NEW (1� Bp��MENT �-� � � BA�K OF' ` � Ir� Q'' , �, �1 j � 6 CONSTRIJGTION � � - � � (� 3c',� P EA,rE-Me � VAI� � � � r7 � � I � ' � � � � � � --- _ \ � � � _ AG� �I NT ` � � \ � �, � 1 \1 1 � ; ` A7.3 I H'-0' � %i- . 5 �� ~ "`�� -'-' f I � / � —` � 6 � � � � � � � 1 � � 1�� � \ % : 1 . ' � "----'--- _ A1.3 � I ( , � 1 1 I � ,�� Blll'- ' �� ' �� ADA ` "-_"-' - \ 45 00� - � ` _ � ` � � ` ` CON � � , i'�- ! 3 ---- � , E � _ _ C�NC,PETF � _ , ` � C' C(/RB 'Y' \ _ _ _ [� � ` 1 � � `,,, % b. � �i!, !' i� � ADA � 1 � vER N79o00 �6,81 ' � S � �'URB s`�ooF � ` � O '; \\ �i 1 �``` !` � _ ,_ ;s � } Ti- +. W'fElBipp / �^� � ' i R� � fl � 7 � PWA� K � \ ,80¢2gSE _ — — ` � � ` � ' W � . � � �� � A �; '� �� , 1 -q. � T - 1`'�� � AI.3 ; i 1.3 �'b. � C� _ � � � �� \ � . \ \4 � ' � \ 1-� . . . ... . r : - _ f i 1 � p � — � �- � � � � t i � D � � � "�- 6 /� . t + --y' ! 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FT , pRqIN e STAIR PI 41.88 Thls document, and the ideas � ��L � � \ � \\�� `\ � B R�M � � � � � b�� � ' � EL. 8132 �-6 �� 81 antl designs incorporated ��� � o�, � , �, � ^ � ���K� ��E�M � ;= �� , �°�M-4 E X I S T I N G C H A P E L rIMBER P�ofPess�nol a�rv�« y/nthe ' \ - � \ \ \� � ` ``�\ �� _op,R1 - � \ N � � ��; � � not to be used in whole or In � `� � / �\ / � � y_ g142 r- Arch lects. P Ct anC is ratt � � ti � V � V -' � � ' part, for ony other project � �� � .�__,_ � , �_ � � - � APPROXIMATELY 8 , 500A0 SQ , FT , w;,„o�, ,he w,;,t�� o�,„o�=o,;o� 9��0�\ � �'<^ \ �<^ ` �� \ �- 4a DIA. DRAM \�� ` ��� I I 0`D � 'FQ' _ F� b+ He^rywRrdPM�.ttGwathmey Jr.. fi` � � 'L� � (�7` ��\ Q�PE QT ZRi .°�L�PE � � \ � 1\ 0U'y �� � \ �� � � N ��� � \�,,,2� \ � O � � � � \ \ '��,\ - - - - - ' � `^ ��\ �p� � G�N�. \ � Z � � � �''� ai�B \ � `� s�'�y � � STEP WALK �,o�\ \ � . \� � �.-o � � �� � � _ _ � ��ir._, � �` � , � � � CONCRETE pVE Date : 9 - 15 - 1998 . .� � �� � a \ GR � Revised : � \� ` � � � � � �It ' - -� , , W��D o \ \ �'.p � � \ 1—� � � � � � - - - - _ _ _ , .' � � SNED � � �<^ � ; g�`��' \ \ ` \ � �� � ` � APPROXIMAT£ 50' SETBACK OF �/\ \ � \ \ \ \ � � � � \ B�� � \ \ \ � �� \ I I CREEKR L7Nf CHANN£L OF GORE 1 7 � 1i 71MBER ��RB 4 � `i 'P�`\ \pZ \ \ � \ / ,\ � \ \ � \ _ _ _ - � \ e _ S84a07 pp- ' � � ro � r ` ` -. � \ �- -{96- " RAM � - - E � ` _�° � \ ��s ��: - � \ � \ \ )� Pir�E�T - - - - OZ� � � � \ 69a�� � � � � � _ _ - - - ✓O \ \ � � \ `--�,�6� � �\ \ � � � �- - -� � \ � - _ _ _ c'1996 � \ � � � �� - - � 21500 ' ' � _ _ � _ �p � � \ � .J` � . - _ , �_ . � — � _ � � \ \ � \ \ \ _ 1 �� • �'-� � c,h\!'N — � � _ _ . -.a � � \ \ \ 98,Oj \ �� ".�` — — +�:�'.,F: - —� - � _ � � \ � � � :,, . _ � ` L t� el +�� \ \ � � � � - �� `�_ � � pVE � �, , � \ � � GR �:. � O V � � � \ � _ �• • \ � � � � , , $f EG �4RD P+1 . \ � � � , � � ` �� ,�'( , JR. � \ � \ � � . \ , � J�� �� � — —� — — �� s'�-� � \ \ � � � TIMBER ��RB ` ` '� ._ .} l� l �1 \ � `' ' - .ti � �` �� ' . • � \ ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - •. \ � _ ° . " "',' ,- � ` _ � _ — _ _ _ , " \ _ � — _ _ � • � \ � � ' � _ \ APPROXIMA rE 100 YEAR FLOOD PLAIN OF GORE _ \ � - CREEK AS INDICA rED BY COMMUNITY-PANEL NUMBER � � A PART OF TRACT B � � 080054 0002 C MAP REVISED MAY 1 1985 OF THE � - � VAIL / LIONSNEAD SECOND FILING �� � _ \ NATIO/VAL FLO�7D INSURANCE PROGRQM <FIRM� FLOOD � � � - _ INSURANCE RA TE MAP. � � APPROXIMATE 100 YEAR FLODD PLAIN � � � � _ Sheet Number \ \ \ � \ \ " � 9F&G�0 OFRTHEKGORE REEK nFLOOD PLAIN �? � \ 581�19'4¢ � - _ _ � � \ \ � � � INFORMATION STUDY PREPARED BY HVDRO- � - ` � ` � � \ � � � TRIAD, L TD., IN JUNE 197.5 n o r t h � I ± � � � �a ' � — — � T A I � \ � � , , � � .� 18�60. - - _ _ _ _ _ � � � a1 . 1 , _ _ _ _ � w e � SGALE : I " = Im ' _ m" � � � \ � � g TOTAL LOT AREA OIUNED Bl' VAIL IN?E�AItN GNAPEL 113,863 SQ. Ft, ( 2b14 AC 'S. ) - � � 9603 GWATHMEY �''�� l/A /L l//L L A GE SECOND F/L llV G cuR �E rae� E P ratt .� � —_ CHORD Arcnitects, p.c. CUR �E DEL TA RADlUS ARC LENGTH TANGENT CHORD BEAR/NG -`` �� C- 1 90756 "' 394. 59 " 628B � 31. 51 ' 6282 " N 43656 " W 7000 S. Frontage Rd. West ' C-2 3 01 '41 " 394. 59 " 20. B5 ' 10. 43" 20. 85 ' N 133 50 "" W vail, Colorado 81657 ��-�```-` s�,$2] ' , C-3 37236 �" 394. 59 ' 23. 29 ' 11. 65 � 23. 29 ' N 25136 �" W iel: (970 476- 1147 �` �o . �' ; (s��) a�s- ieiz � =v��iry �6�4sjs, � oT , � FaX: � L / , ' O `�` EASE�ENT F BFAR/ / 7 / BS COT y l , CON TOUR �N TER VAL = 2 F�ET � ��.,` � NG� c�n'�O'bfNlU�y,s i' i C7 O � i NOT£ ACCVRACY OF TOPOGRAPHY /S L/M17�0 DUE TO SNOW COI�£R . O � � � � i r i � � � � � � � ` a,a c� u,a nav A i r ... __ i � oF F d � APPROX/MATE 50 � 78ACK OF � I j � � •�� � � � -_, � � � � i SAN/TARY MANHOL£ NQ SN-3 / � � OT � (NOT SHOWN) a CENTFR UNE CHAN EL OF COR£ � ; � '� '� '� , ^ � � CR£EK. 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SHALL SE 3f�IOIt1MEL D . �k A1'En'�MEh ���Mf�'T TO � �+ ' CROSS �./ m ;1 ,\ �: � �� � AND REPA�VED � � 45. 00� h� _B_-��Z•T, aO E'4S'f,uENT`�NK � V'4�C i A' �= m ' \ • t i NJ9' p� ,.E _ �` �- �is .`� �� i ' r , V) \ D • � . . ♦ - COrV \, �1 �\� � ��`. � �'\ ,.� ` �� 0 � r�- 26.81 �_.� RF� CU�pg ��S�S7�• ``� `�A'C' CURB r I rT� .-� �\O � � i Q � ' . � i;qA� � � o S�8 4 5 E- � � ��,_ `�`�� � '� �� - �� \, � tp \� � � p42' � z -�_ � ` � -` r W �D \ \ :/� \\ Q � � ; � � B9 `�O, `__`-`' �`„\9p� \ I' ry u � �--1 t� � �Q� � � Wq�� � p � � V l�' � L. \ surrvFr�-o � � o '— �� � = 09 35 51 " ~ � � � TOP OF N � �• ��S'?)' �4 ^ c � C� i o �_� W ` STR£AM BAN �. � • � ��.� F � Q 3 ' a ' \ o � •: �- '�� _ _ > � � � � ti PA �FR WAL �— R = 394. 59 ' � � � � ' �v 4 > �. T — 33. 13 ' �., ,�' � � '`� �.� ♦ S �� � > � � c.� K k'/ WOOp EDGE a � ►-� o � . �2� s r �'�� � B�,�. �vr , � 8r . °� L = 66. 10 � /�1� 7 m �\ c, �` � �, �� `, � �- ,_, vA�[ . .s 5 "ueER ` "� CH = 66. 02 � i�' �c�� -A� � � � �.\� ��, � PROF'O�.+E � � �9•00 '00 � - w,� o RaMP � � r . ��Z�, ``�-� ��.� �� . � BUIL.DMG L � �--_—` 'E,u � R U coNC. 6a. o� ASPNALT � , „ r'�1 � I` ��� Pur �w[� � � 0 , 2nd L0� CB = S932 .31 E r, �"A �' � �\ ��� `� � qNG SONC. AV7NG � � � 7. 9� pVERH w TAIRS � � �� � ,� �2� � � �.� ����. � - - - - _ � � ♦ r�. U o�• \� o °2 � ''`. � � �\ \ ' •. `" P�� �' �$�� � a2 �: �6A. , 0. 6 . 0 ST�RY SjLp N � + nwe� `g5� � � � � '� Q ��., ••.. . � � , Tw RIOR 8� ° �,.� . EXTE Z � � ¢� �iE�. Cl \ O \ 1''� • � N j; � ���-F- \\ �',A �� '�('CP� �-�. �. • '•• •����� � O �- �c. � 65. 5� O �"� �I \\�"� 6' ` �J �-�.� ��� � � � � � � �� ��� STE� �,,�pElE WAIX � �� � , � _ �. � ��� �" � � F \ o Q � � Q __ � � Fo °2 �\ ._\ � � S84 QJ' '�' Z � rwe� �RB �'F � �, O Ci � � , � , OO 'E' �„ o,,, tt. ' v � pL,�+ �'� N � '9 (�1 � C" f �o ���0,� ��, OOK 221 �„ �' 219, gs � s�'S'-r c�"'p �» ~� ` � 1� , . o � \ � `980 �6' � _ - - 494 22. 7' 215. pp • r � A �� a� \.\°�6' � � � fl__ _ _ �, d`"�` � cr, � � Z o 9 �u� 0 = 1157 39 ----_ / CEN IER UNE CHANNEC OF CORE O r ' » ��\ ''�, � �� "--�___ APPROX/MATE 50� S£78ACK OF p� 62 • Q � (Yy ` �------ �`�'.�t�� � -_.� CREEK. R = 1255. 15 ' �\. --- — ----------- - -------__ _ � d i' T' = 13�. 49 ' A PAR7 OF TRR'E B - -- -__-�_� �: L = 262 02 � �A�L / UONSHEAD SECOND G \ � "'�--�_` � � \ 7 CH = 261. 54 �� s8� 79 44 E- � �'1_� __, , o� CB = N 62 22 'S0 " W \���. � � � . APPROX/MATE f00 YEAR FLOOD PCAIN OF CORE 1876,0 , CR£EK AS /ND/CA7F0 BY COMMUN/TY-PANEL NUMBER �� \����`� 080054 0002 C, MAP REl�7SED MAY 1, 1985 OF 7HE �Q�4T/ONAL FL000 /NSURANCE PROGRAM (F/RMJ FLOOD /NSaRfilJCE RATE MAP. - ` ` � � APPROX/MA7E 100 YEAR FL000 PLA/N � �opW�9ht � ' GWATHMEY PRATT Architecta, p.c. , » ___ OF CORE CREEK AS lND/CA7�D BY PLAIFS ' � = 33 59 00 �'�- 9 & 10 OF TNE GORE CREEK FL000 PLA/N n11 rignte reservea 7N N-.S71[(�PR£PARED BY HYDRO- " 7h�is eocument, and the Ideae � R = 302. 26 � 7R/AD, L7D., lN JUN£T97S-�----___� � o�d designs ���o„o,ot�, // 92 36 ' ;r> h�,�,�, o, a� ��sttim��� o� • �� v � —' Drofes9iortal eervice, ia the � property of Cwathm /Prott F'Q L = 179. 28 ' —�- - ------- �p a�h���U. P.c. a�°� �. I �/ not to be u4eC in whole or tn O�J = � part, !or ony other project �y C� 1 176. 66 � without ihe writlen outhoritation - " � Z ',�/ � of Edword M. Gwothmey Jr., CB = lV 73 23 �✓ � �� YY �1 Henry R. Pratt 'QO � '90 �`S0� Date : 9 - 15 - 1998 � Revised : L �GE-N'D S89 37 ��Q ��YV �L �. U6 � � ELEC7R/C 7RANSFORMER � Q 0 � oi o ORA/N l/v[c T � PB O PHQNE BOX � £M O £LEC7R77C METER y+� SPR/NKLER HEAD GRAPHIC SCALE NOTE.' DOCUMENI5 SUBM/T7E'D BY CL/EroT ' : "' "" ' e �Q WATER �AL l�E � - � �- '� so• o io' zo. .a ___ _ �.`�J � 80 1. Deed fiam . ✓or/ Associofes, lna, fo the �oi/ Re/igious . . �� Foundotion, /nc., Ooted August 24, 1973. � ED��'l.�;?D M. QS sANrrARr sEwER MA,vHO�E G'�r�i;l,TliMEY, 1R. � 2 Amendment to protective coveno�ts doted August 26, 7977, �` � W ��T � filed in Book 221 ot Poge 494 of the rerords of the Eog/e � � r, � � 0 � ' / li 1 ineh = 20� (t. County C/erk ond Recordec WOOD FENCE � , `� � 3. Gront of eosement from �ai/ Re/igious Foundotion, to the . � . > Bank o! �oi/, undoled . .� ,� � 3�- 6� O/AM ROCK ��� �� ,�I U i,; '.� • ���' ✓• � 4. Amendmen! to gront of eosement from the YoJI Re/igious - - . ;���'s '' Foundotion to �rstBonk of �oi/, doted Februory 2, �98�, SITE PLAN/ S�y fi/ed in Book 323 ot Poge 716 under Recepfion No. 220082 �. Aspen 7ree o/ the records af the Eogle County CJerk o�d Re�o,de,. TOPOGRAPHIC SURVEY o� � ��o: 5. fie Tno/ p/at olBoSo Condominiums os omended fi/ed in ��TE rtcvlsioHS �'RAC` T � BL �G+K 7 5�22/96 � Pine Tree Book 396 ot Poge 878 under Recep t�on No. 293771 in the 5���, S h e e t N U m b e � of�ce o/ the Eogle County C/erk orrd Recordec 10/14/96 ADD EDC£ OF COR£ CREEK Vf� �L V/LLAGE FIRST F/LlIVG, 1 � = ZO � TOWN OF l/AIL, pr£�r NO �a B/ossom 7iee � !1/!8/96 AOD !00 YfAR FL000 L/M/IS (F/RM) EAGLE COUIVTY, COLORADO � of 1 � Bush � a1 . 2 . � J ' . . '� �. �.- � �_ �. . 1 :'.�/. . . . . " � a . � . . . .- ' . . r • �. . . _ _ -� . .:.. r / . :. - :� - . . �. v�� ' l. . • . . ♦ � :� _ _ , _ . . . . u � _ _ )� � R� !/ �L� ' : ' _� a � '... . . r . � . 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West - _ Vaii, Colorado 81657 3" e Fa'x: �970) 476- 1147 (970) 476- 1612 � i 12 " i � m s' � ..� ---t � - A1 .3 2 — � A1 -3 N O A �` SICsN - 2 Q � �- IS GACsE MIN. SICsN - 1 ---�. BONDERIZED p � STEEL OR .063 " � � � � � � � I � ( 2.PJ mm ) ALUMINUM ; �� , - --- - � SICsN � 6 " GURB ` �j , - F� - = o� I _ �i i � � � �' s - SICsN SHALL BE ; ��"��� �- STOP � � � � . �� - � BLUE IUITH WNITE � � A � i — _ � _ _ - - -� � B �' � � � � � SYMBOL AND �� -� - - I TT LE ERINCs � � .. . _— _ _ — - -- --i �� � @� � IV � ` ; � F--I �7 -- _ . M�1 z � � � � ; �� � � N �Y � i � —, - -�-- i-- — — � 1-+-I a , . ,..� , ; � _ r� - � - - ,� , ;-�-�-, \ ; ; � - - -- � : �- - � .� � � � . � ; � ;�- , I�L_ '�- �. � - � � - - - - _ � w ,,.., - - - -� -- � ; � � ; [...� w _ � LA1' OUT DR,4UJfNC� ON AC , P,4Y� M � NT SIC�N - 1 z �� � � � ' , � Z � sca�e- � �2' _ � ' -m" A13 � :� �rl � � � ��TV � � , � M'il � 4 , . ,, � 7 Ai .3 's„ 4 �1 A1 .3 ' � � � ' � � � 3„ n �: � � ►�i � � �� I � � � � .. s„ � � � o � � � � � � i 1z �, �� � � � � III III I � ' I I � . ' � ^ f.� '� ' � I � , �-+ � � � � � , � . � . , ; H � i ! j ; � � � ' � � � � i � 18 CsAGE MIN. , � � � I I, . BONDERIZED � � �� � � � � � � STEEL OR .m63 " ; " � � � � ( 2.PJ mm ) ALUMINUM � Q � � : � �� � � � �, SICsN V /i�1 � � � O � � SICsN SHALL BE � � � �' � � � � � � `" � BLUE UJITH WHITE � �l D18ABLED s�BOL au� � ' � ' °", ° - �� ` � � LETTERING ' PARKI N G O N LY C,L. C� 4'-b „ a, -6 „ VAN rn ACCE881BLE 9 -0 g'-0" 9� -m�� '"' c.� . c.� . FfNfSN P�4INTED SfC�N � � Copynght Gwathmey Pratt Architects, p.c. - All righ(,q reaerveG This document, and the ideos an0 tlesigna incarporoteE herin, os an inatrummt ot profneional eervice, ie the property ot Gwathmry/Prott/ CxN / S1'MBOL ON P,41�EMENT SfC�N - 2 p D IS ,4BLED P,4RKINC� °°' `° '` °°" ° wh°'° °� �� 4 J¢ part. tfor9anyCother� p�roject SGALE: I/1 " . I' -0" ol EewarC �+. Gwoteme Jr., A�� ��E � �f • II _m„ ��J � HenoutRthPratttten out�oriiation SGALE : i/2 �� , ��_0�� f� �.3 ry Date : 9 - 15 - 1998 8' Revised : 8„ 8„ GONGRETE I I/1 " b I/2 " GURB 6 1/2 " I I/2 �� � I I/2 " 6 I/2 " GONGRETE ' CURB PLANTER OR _ FINISH CsRADE ASPHALT PAVING � PAVERS � PLANTER OR � � , . FINISN CsR,�,p� ASPNALT PAVINCs 0 � COMPACTED � SAND _ � . . - � u � ��� - � . . � . . . ,. �. - GOhiCRETE GRA1/EL BASE OR -- 0 ' y ° ` CsR4vEL BASE OR _ \; Cl3RB � ' ""°' ��� ln_', m GHRUSNED STONE 0 � GHRUSNED STONE � � � : m � i ;' �'/ CiRAVEL BASE OR - - - � G `�_ - � �V �\ \ , . . � ' j�A/��A����. ,� GHRUSNED STONE � �� � � . � J �RD M . � � � � � , � � � /; i �A�'VA�'VAA �A- ��%Vi , '<' ? G � ` 'ri EY, 1 R. � :�� � � . `�. , ,� ; � , �/ //, /i- � , �` \ VA . . , - , � „ ' �i�i � _ � ,� 2 - "4 BARS 4 " �/��/� �' � � %/ `i/A�j��. , �' �;�V����� � ;'�V`��` � " ' .�%� �- z � ol � � - i� .,;_ _ �, , i��,, _ % � , ,_�. � , � ., � FROM BOtTOM AND � � '�i' '. � � ,� �� ,��A%�� � � • • � � �� ���� 2 - "4 BARS 4 " �V � � �P ���A��� � �%��%; � � ' ���� FROM BOTTOM AND � 'i ' � ' � �� - � 2 " IN FROM SIDES //���//���>; , �y/� Aj/A�jj- � � �� A� - , � �� 2 �� IN FROM SIDES ;�� �.: ��`��' ���� �° � :%/A//A/% � � � �%i� ���A�� �V//� � � � � i . , � - ;/�/V/� . , _ � / / / �/i // �, :. , � i A; �`'� � ����/%�����/��/��/��/��/��/��/���/���% � �V�� V�� � � � �, � V�A��A�;: � �/j� ����. �A�;�A��A�,�V�,���.��.��A.��A.��A��A��A� //�//.�//��,�//�'� j� i, ,// // i� %�A/��j�.�� .� , ', / i ; ,V�jA�jAyV� V�� .�� V�� V�� �A��Ai �\�� �� �� � � � \ V � . ,. /; /:�i��/,.�/�� � �i��i��, �;-,�/ �/\�\,��j�,; ,�\� . . Sheet Number P,4 �/ INC� ,4ND CUi�B , P,4 �/ INC� ,4ND CURB 6 P,4UINC� �4ND CUi�B 5 3CALE: I�� . , , _m�. A,3 ���: �., . ,, _m„ A13 A 1 . 3 ' sca,�e: r, , �._m„ AI3 i f ' � � OT ,y GWATHMEY �. -BS PLaNTINC� NOTES : Pratt 1 Architects, p.c. . ����M��VI(��yS LOGA?ION OF ALL TREES SNALL BE ST,oKED BT THE GONTRQG?OR GND APPROVED BY TNE ARGNITEGT PRIOR TO FINAL INSTALLATION. ; ` lOQO S. Frontoge Rd. West NEUJ LANDSGAPING LEC�END EXAGT PLAGEMEN? AND SNAPE OF PL,oNTINCs BEDS SHALL BE �VIEWED BY T1-!E LANDSCAPE CCNTRAGTOR PRIOR ?O INSTALLA?IGN va�i, Coiorodo 8� 657 �? � ' . � .� � TeL (970) 476- 1147 , J OF IRIGATION SPRAY NEADS. SFIRU85 4N TIdEIR f'OTS $NALL BE PLASED FOR REVIEW PRIOR TO FINAL MSTALLATION. Fox: (976) 476- t6t2 ` ` O O FLOUIERING ;, ' , I _ � g�$N � g11$N VERIFY LOGATIONS OF ALL PERTRJENT EXISTINCs SITE IMf'ROVEMETlTS AND UTILITIES ALREADT INSTALLED PRIDR TO CGMMENGNCs • � '" � j%�� ~ � PL.4NTMCs WORlC IF ANY PART OF 7NIS PLAN GMAIOT BE FOLLOWED DUE TO SI?E GONpITIONS, GONTAGT ARGHITEGT FOR. r ' � , � �_ ! pc � qgp� O p�E INSTRllGTIONS PRfOR TO COMI'fENGINCs WOpC � � :.. , .,_ � I � O° TREE 1 � , a ALIGN AND EQUALLT SPAGE IN ALL DIREG?IONS, SN�1185 AND PA�NNIALS PER TNESE NO1E5 AND DRAW�NCsS. `1 � � IX pc IX IX a � � BOl.1LDER O E�XIS�T��ANDSGAPINCs ��B BEDS t0 REGEIVE 3" OF BApC Mi1LGN. PE�i�AIIAL AND AM�lUAL BEDS TO REGEIVE 2 " OF BARK hAJLGN. A � m I ��, � IX It 15 THE CONTR4GTORS RESPONSIBILI?Y TO Wla't�IISFI PLM17 MATERIAL F�E OF PES?S OR PLANt DISEASE. PRE-SELEGTED OR 7AGCsED d � � m a � ��` ''-' ; a p�, a �' MA?ERIAL MUST BE INSPECTEp BY THE CON?RAGTOR AtJp CERTIFIED PEST ANp DISEASE FREE. IT IS TNE GON?RAGTORS OBLIGATION TO � � `^' / �- � ' �(E a WA�NTY ALL PLANT MA7ERIALS ARE AS PER SPEGIFiGATfONS. a ry a � ` �„`" � IX IX � � O \\ � j l� �' IX a a a b '-0° HI�N GQ�� �4LL SG�UARE FOOTACsE SHALL 8E GALGULATED BY TNE GONTR4CtOR PRIOR TO PLLWT ORDERAND GONFIRMED BY TNE ARCGNITEGT. � U \ \ � � f w a � � �p ' /� � ts a C�,�� �--� \ y � � Y 1 � i � , — � !6 � �� IX DC E- T'PA� S.`�`�F L j � � Q�' - � _ `_. �- ' � 17 Dc IX �'CYpSU,pE ��� � i l • � � � � ._ � � 87.�6 � 81�0 � �I a � 1""� , ,B , a I ' \ \ � ' � ; 19 '' r{;' � �ST .8� � z � ' �� � � � 1 / � %� z° �� '�iv� /�//�i � 1� � �'� �- 1 ' � `� r � / � � w � ' �� - � ` ' ,_"� � � � ; `_ _ ;,? 23 oc C�NCRETF +.> \ i. . 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' � y i.i .�`���" 9; �� ' - � \ � � ^i- ' y ti� � � \ � 6 � � � �f� �j �Ty � ��� � �^. ^ �_ � \ �, � B B � -�!-� .. .. i � �y"��� � � � � x \ � \ � � e � e ' : ' ! �'�c < i PA liEip WALK W/ WO F� � ;� \ � \ ` \ � ` e - .-, OD EDGE � 4i � � � • � � '� �� , =- � ' � � � �`- I-� ,' � � O � � � }rtl � � _ , \ \ � �� \ � '\ - + ' � �- � , , - t= � � � \ !� � � _ � . � , , ___ . . . , � . __ \ � , _ -__�- rn i� � � t; ; \ 9,� � ` � NEW MINISTRY 7� a RAMP •� ;j � � � �°�f , � / = `. . CENTER BUILDING �i � c�N�• � � �� � ,� _ � •�\ �� , _ - � � �^ \\ � • � t; ��, � , . \ °' . � . � � � Copyright " � -O� \��OC \ � � � �- �♦ ( �VFL - GWATHMEY PRATT � > ..,. �Y. � -p � \ � �D Archdecta. P.c. � " \Q \ a�� ♦\ ` � � NI righb rexrved }. � �f \ � � \ � � . 7� '� � ^� ♦♦ \ � I . D a��d des"u ae�nco � oroteE�deaa � -�� ��. � � � BANK �� , � � E X I S T I N G C H A P E L °°�°�°. � °° �°°Nm°°` °` � � \ �, � -� \ � i , � � \ \ \� � � i � � i � : - - . g142 � Droperty af Gwathmey/Pratt �. � � A / o , I . DArchitxtsl C ' andisathe �. �(� \ � � L \ \ � `\ � � y'J"` "_�_"-� I i GIW�i _' O wRhouttheurrtten authonzaton � 'A � � B / 1 i $F� � - ' part. !w any othar project ,., � - 2� � � � . �� � � � � � / "F� _ . of EdrarO M. GwathmeY Jr.. � � � y \��\ � � � / � Henry R_ Prott � ' � \�✓' \ \ \ \ \ \ \ � \� � ' _ _ � � � / / \� _ � � Z� �OZ � \ \ \ � ` �� \ � \ � �; � . O� � ,� � �� � � �� ��� \ �° � \ � gf�6 � � � , � ` _ _ _ \ \ Date : 9 - 15 - 1998 �° \ �� _ � � _ ej� � � Revised : � .9 � — _ r �� \���� � \ � . _.. �,�� \ � �—\ � � , \ \ ` ` ��� ���' � ` ` ` / // \ \ ` ` ` \ � � _ � � . . . ' � � r \ , � .. . . . \ Bl� ; . . � � � � i �OZ q rq \ ` I . . \ \ \ \ \ r� \ \ \ \`�� � � � 3 _" _. \ \ � _ _ _ _ _ _ _ � � `\ * \ � � . \ �� � � � - - - - _ �� ���� - \ `\ \ 6 . 4 _ \ \ � \ \ _'\��6,�`'. .: _ \ \ \ � \ ��- - - - - - -\ \ � � � � � . - - • - . � , . � � � , \ � \ . . . \ \ � \ � � � . � �' ��, y '- . � � � � \ \ � - '�� Sj�l �' ` � � � �' , � \ � 9Q � f � ' . ' � � ' \ � \ \ °,' � �: '� CrtENERAL NPOTES : /f � ," rpt �A r� — � ' n T , � \ � ` ` A+ �� .. � • , � ; ` � � � FOR ALL EXISTING LANDSCAPING TO BE REMOYED AND PROPERLT STORED, t: . �r � � . � � � : , ,- —� ; � � SEE SNEEt A�2 ED�'dt1RD M. ' a . �:.- — . , � �_ — — � �t� � i1 'r;,1EY , !R. .k �' � � • ��� NEW SPRINKLER SYSTEM WILL BE DE51GN-BUILD, LA70UT AND AREA WILL BE t • -.L3 (a� � �:, - _, - . ' °� �`�� .' .�' s �1 ; � —� _,,.t�i; ;�. � APPROVED BY THE ARCNITEGt. ,; / l� . . . . � =°,i�.i' . � � �� � <�1 '£ '_ � � �' . �i. - . ' . ��sSl� . � :-`34V+ �\'� � �i ,: � � r 1 �. - \ ;\ ... � • , � • , , ;:' . � , - � SPRIWGLER 5757EM WILL NAVE MOISTER L�ND RAIN DETEGTOR AND NO . _) _ " " ' ' r ��`i'1 : � ' ' � � Ml+NUAL CONTROLS. � . . . - • :T� ^. �/� � 1 CONTRAGTOR SHALL REMOVE LA� GND NEALTNT PLANT MATERIAL BEFORE `: � GRQDMG SITE. f, � '_ . ` � � . � . GON?RAGTOR SHALL STORE AND REPLANT ALL EXISTING MATERIAL AFTER CaR401NG IS Sheet Number GOMPLETE WITFI DI�C?ION F20M ARGHITEGT. y LANDSCAPE INS?ALLER SNALL REPLACE REPLANTINGS AS I�Ql11�D WITN ��� � O C, l. � SIMILAR PLM1T MATERIAL. W � � � 1 � � S C � � � � � � 1 j ALL DI9TUR6ED AIs'EAS 9HALL BE RE1UFd�lED 70 NATIVE CsRA99E8 AND FROSES. L 1 � 1 !,�. � SGALE: 1 " = 10' -0" 8 � l� lVVCaii. � ��w' _ . oi - L:. i_ . � - . �. . N._�� �. . .�. . � - : ' . . . . . .. . . - �L_ '. . . . � .,, . � '_r . - . .. .. M W�a � �� -. 'R<fF .. . : hi ��i ' y,.��� � _ �- 1 _ L � �.} , R � �� ���y� - �/�� � _ . .. . . .. - . . - �-� �: aL ' - ' .� . . �� � ' � �v ��- : +. . i � iI. � � - 4 ''• 4 ' - .`•.� D�1�LL:�. �. ' ei� � - ' � i � � •-- -� . . v. . a s `^t7. 1 ' " . `1 - .. s.* , . . � - - r. ' d ' r , .c . , . �u ; . :i .y _ .-. �ac y .. fu.� � ' �- 91W����Q�:�LY�' �.�.�.�_ ..1� ����Mu�s�u �>���� , "��� - ���.J�rr1CYJ��6�t. � . ..�i �. . __ .Y�I'r � . . G.��.�. "YJ�i�' 1 � _ � iK � ��.��l�� �r:�i�� . _ . . 1�S��.Y �r.i�� r7�� _ : :�.l���A. . �'.� . � .w :. . . . r . '.l�i�.?'I � . . . �! �:'AIR �1..- ' � ^ . . . . . � . �.1n . '��i}�k'���:� � { :����Q��YF�Ri•il'TIl � .C�S!�1i�d1'Ji�� �.... . w .M�iR+� . _ .. f . ����. . _ . . . . . ._ . . . . . . � . . . . . . . . . �� . . . . . . . . . . � l� .� � — . . . . . .- . Gwathmey Pratt Architects, p.c. � . . � . . . . . �. � . . � . . �� � � � 1000 S. Frontage Rd. Wesi ,� Vail, Colorado 81657 ���ii ' � � Tel: (970� 476- 1147 . . - - . � . . . . � . . . � � , , ) I7 �: . � Fax� (97 ) 4?6- 1612 B A4. 1 . O 69'-1 f/2' A d 10'-6' 4'- I1' 30'- 11' 10'-11' 25' -11' S'- 11 1 /2' �+ 5 1/2' 1'-6' S 1/2' S 1/2' 1'-6' S 1/2' S 1/2' � � � � 15'-9 1/2' 13'-2' IO'-0' 4'-6' 11'-11 1/2' 7'-0 1/2' � r � � � �� � � A ; � � � a � � � o � � � � N , - - -_�_ - ~ - - _ � - _— -- - - - w _ i _ N � _ .. . o . 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' a �' N � a � � �� 0 rn .� � x - W , ,, o �� N i a eiee .' � � � °' O ��vr�9nt Architects, p.c. NI riqhta reaervetl . 1 —F 1 —E � _p 1 —C 1 -8 � —A Thia Exumen4 ana m< iaeas I I I I I � � I ond designs inwrporate0 . henn, m an inatrummt of , I I profeaeioml xrvice, ia the proa<Ar or cratn,n,y/a,on; S<hultz bchitxts, P.0 and Is not to be uaed in � r�ole or �n I I I part. for any othM prolecl I I I I without Me wri8en authorimUOn I oI EdwarE M. Gwothmey Jr.. Henry R. Pratl or Sidnay SchWtt I I I I I I I I � _ LINE OF DECK ABOVE � I I ' ' ' � � � Date : 9 - 15 - 1998 s�-s vz• io� -s vz• io�-s vz• s� - s vz• s� - s vz• �o�-s iiz• io� -s v2• s�- � i ii2• a�-o• Revised : 4' -0' 14 ' - 1� I /2' 31'-]0' 10'-0' 32'-4' 89' - 1 1 /2' B A4. 1 `N�� /j . 9 , �.-_ - , . . � J �.'1 b G6 ;. . i ' i� �Y� JR. � I ROOM FINISH SYMBOL / KEY T ❑ R � OM FINISHES � r �- 2 :� Q1 ,f J� ' UNFINISHED LOWER LEVEL FLOOR PLAN o th CEILING HT e w ; �•. 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Z—L• Z—B z—A AI riqhta rexrved � I I I I � D E C �( I I I I anE aear'q���inco por�d�0eas � — - - - - herin, ua an irotrument o� �.,/ pmfe»ional xrvice. ia the properly of GwathmeY/Prott/ NchRectn, V.C. and a � . i — T — — — T — — — — — -7— — — o — — — — — — T — — — — — — — — — — — — p c �o be u�aE in projetlr in — T— — T — — ort, lor on oNer i w�thout tha written outhorimlion ol EAwarE M. GwaMmey Jr., m He�ry R. Pratt � I I � � � � , � � � � � � Date : 9 - 15 - 1998 7•-s 3�a• 7�-s a� a• s-s v2� s� s•-s v2• s• s�-s v2• s� -s v2• s�-s v2• s-s 1�2• s� s�-s v2• s� s�-lt 1�2• Revised : 10'-5 1/2' 10'-5 1/2' 10'-11' 10'-11 ' 10'-5 1 /2' 10'-11 1 /2' 14 '-11 1/2' 31'-10' 10'-0' 32 ' - 4' 69'-1 1/2' , , � _ `� � B — - �. � �' A4. 1 ' � `: n � ` / I E�'N;RD M. � �C'. `,, � l/ / ' 4 , - R � � t; �� �- "�. 1R -� ! M N H YMB ❑ L / KEY T ❑ R ❑ � M FINISHES � ., � J �, . �� �� �JI �;� � , , � �, ;;' r CEILING HT , '` /l :; r' f'101" t,�'1 � r�`y�' R❑ �M NAME � N� MBER � . �ARIES�S�oPED� - ', � o ' � ,� ENTRY LEVEL FLOOR PLAN � scn�E : , �a° _ , � - o �� e w � (/ � j�� 2 ,618.mm sc� . ft . 8 FL ❑OR BASE WALLS CEILING � i " ' l C CARPET & PAD - NONE CT CERAMIC TI�E AT ACOUSTIC TILE � ( p ' � Sheet NUm �e � CO SEALED CONCRETE W WppD AS SPECD GT FIRE TAPED GYP. GT FIRE TAPED GYP. � 1,-7�s� % �� T TILE AS SPEC'D GP TEXTURED DRYWALL GP TEXTURED DRYWALL V"� � ' �/') n HOCK � TROWEL p A I N T E D TR�WEL ���, Q � / J / � ��. P'°I"TEn ALL FLOOR LEvELS SNALL BE EQUIPPED WITH AN W W�OD AS SPEC'D r / �� � � (a/ � AUTOMATIC SPRINKLER FIRE EXTII�iCsUISi-IING SYSTEM A2 � � l ��� � � � j �r ` �,� r°� � � � i � � � �, �,. . , � \ . , � � , � � �. � �. °�� J� � _. _ _ . . . . _ - - -� . _ . <„ . „ , • � - '- - ` - � Lg ,,,y.,� .�y�� - , . � .. _ : . , ` , . , . .� ;. . . . _ .-, . . . . . . , , . . . . . ., . _ _ . .. . . . ... , . . . �ff : .e.�r ' . YY.:7Z.P•o: :-3sa.t.. {N .��i .� �. �- ::�}7�A � -' ��ii' .. -. � . � - ��: ` �� :�l._�'l`;�s ." _. :��' . . . ,.`� • �.-.�iRiS -' ' . :.?. •'_' "�� . 3 � . � . , � _,.. . . '� : . . � � . ". , p . � . . . �C� '� � ��''S'.T- �:i �l t i _•. -.... . ' � :��� . . :b1Y7E���id.T _ '.xYl1^ h: . _ tYY � � . . . . . . . . . . . . ,�. _ . ,. . �. ... , . , . _ , - . . . _ !''�` s -��,�}S�2'�"'�K . . - . _ �•�fk�!'��' .Ab', ,. �'„ , . +�,�, , tiaf'l.�.�°�� : ,T? , . < . . C, 3. _,��s . ``h s w, .r.�� , - . ''�{.,V� .0 , - . k �...e . . . . . y,'!!.�°�- -9��t�T���'�'R'�}�: ._ . , . _ . � . . . � . , . _ . . _. . . . . . _ .l . . .' . ' . , b ' . ` � . . . - . . ..- _ . . - , . .� . ..�t . . _ , . . ,. . . . Gwathmey � Pratt Architects, p.c. . 1000 S. Frontage Rd. West Vall , Colorado 81657 • TeC (970� 476- 1147 Fax � (97 ) 476- 1612 g O "ZALESKI " GOPPER SNOW-CzUARDS A GoPPER � � GOPPER A4 � OR EQUAL ( AKA SNOW-GLIPSJ a DOUIJ 3POUTS ROOF PITGI-1 RO�OF PITGH DOLLN SPOUTS FOR SPAGINCs GONSULT TNE O coPPER �UTTErzs �' THIS DO�f'1EI? Ti-IIS DORHER � COPPER GUTtER5 MANUFAGTURER A7: (860) 725 - Ibi4 ONLY: 9- 12 ONLY: 9 - 12 � � a _-, , -�=--� a �, -� , ,_ _ , , ° � � � � �� ; ; ; ; � Z a 4' ? 4 ? � � 4 ? ? � t `P � ? ? 4 ? 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Frontoge Rd. West 1 Vail, Colorado 81657 A7. 1 TeL (970) 476- 1147 Fax: (97b) 476- 1612 GEDAR SHAKE ROOFINCs Q A . d ------, i - _ _ _ _ -�- - - --------- o r -- - - — � --- - - - - - - -- - � � - - -- - � - -- -- - ---- - --- - -- - � - � - - -- -- - - - - - -- - - - � - - - -- � - - --- -- - --- - - - �------� a � — — - _ - - - — _ - -- - - - - -_- --- - _ -- --. - - - '� � � � � � - --- - - - - -- - - - Z � , - � — - - - � - a ; =-_= - - -- _- -- -- - - - - -_ _ -- -___ _ _ -- _ - - _ -- - =- _ G� A � � , - - ,, - - - - - - -- - - � '-� � - - - - - - - ; _-- -- - -- _ : _ - - - - _- �-, � - - - - --- - , _ _ - -- --- � - - -- - 2 T - - — - -- - - - - �7 � - -- - - --- -- -- - - - - - - -- -- _ _ . ..- - -- - - -- - � - - - - - -- - - - - - -- - - -- . . . - - - --- -- - - - - - - --- - � - -- - -- -- . . . . ._ _ TOP PLATE i _ _ _ _ - - - - - -_ _ _ _ � - - - � - - - - - - - - � - - - - - - - - - - - - - - -�- - -- - -- - ------------ ----- - ---------- - -- - ----- -------- - - °------------- - - - - - - - - - - - - - - - -- - -- - - ° - - ---__ _ - - - - - - - - - - - - - � - - - - - - - - - - - � TOP PLATE - - - - - - - --- -- °- - - - - -- ° - - - - ---- - - - - - - -- --- - -- - °- - - - - ---- °°- -------- --- - - - - - - - - - --- - -- - - - - - - - - - - � � � � r_, � I+i • ROUCsH-S w w N � � � DF. EXPOSED 3 Z-N 2-L 2-K Z ��.. BEAMS TO MATGF+ A6. � A6. 1 2 J �� r', ; � �. EXISTING GNAPEL Z� A6. 1 2 M A6. 1 T 1 \.� � E.IFS. STUG 2. t 2,7 2.17 � ' �S7 w � �. 1 A6. 1 . FINISH FLOOR FINISH FLOOR �- - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - -- - � � U � - - - - - - -- - - - - � 0 �� a � � � NORTH ELEVATION `� '-' � � F U SCALE: 1 /4 " = 1 ' - 0" � a PREMANUFACTURED �� � E'� WEA?NER VANE PAINTED � w A � � Q' °a a �, d � a� � � — b '� ALL EXTERIOR TRIM, FINISH MA1'ERIALS, � GOLOR AND TEXTURE , ISHALL MATCH TNE i EXI$71NCs VAIL CHAPEL ' � caPmync i I GWATHMEY PRATT n,cnc<«cs, a.c. �- ' ' _ . _ - _ - m NI rights reaerveC Thia document, and the ideoa - arW deeigna iricorporated - herin. an an instrument of - - - - --- CEDGR $HQKE RO�FIN(s p.otesaionu� se�vice, ia Ne - - - � - - - - � � - - - - - - -- - - - property of Crathmey ProH Nchitecta. P.C. and ie - nat to ba use0 in Mlwle or ;n . ____. _ � port, for ony ot�er projxt _ __� _ without the +riNen autnorizat�on - � � -- -- - -- - - - - o( Edward M. Cvcthmq Jc, ' -- -- ---- - - - - . . Henry R. Pratt = PREMANUFACTURED UIEATHER VANE PA INTED Gwathmey Pratt � Architects, p.c. A7. 1 • 7000 S. Frontage Rd. West Vail, Colorodo 81657 . Tei: (970) 476- 1147 � Fax: (976) 476- 7612 ------, � i �_'___'- A ��'___� . . _ . _ _ _ . . � . . . - �y _ _ _ . __ _ _�_ � _ � W - _ _ _ . _ _ _ . _ _ -_ _ _ _-_ _ _ - - _ ' _ _ _ . -' __ _- _ __ . _ -__- _ _ _ . _ - . - _ _ . _ __. _ _ . _ _--___--_ __- - � � . . - _ _ . _ _ _ - -_.___- ' _ _ _-' __ _ -_ -_-__ _ - -- __ _ . l � _ _ F __-- _ ' __ -- __- . . . _ , - - - - - -- -- - - - - - a � � - - -- - - - _ - -- - --- -- - _ - � � �► o � -- -_- -- - - - -- ---_ _ - - --- - - -- - -- - � � Z c� � _ -- - - - - - - - --- - , M+1 , - - GEDAR SFIAKE ROOFING ; = __ - - _ _ -_ _ _-=- - - -- -- -- - - - __ � � ,� ;, ' - ; G�-� A � - -- - , _ -- - _ _ _ -- _ -- , , - -- --- - - - -- ; - - - - - - - _ _ - - - - - - - - - -- � - - - - ■ �� z � 2-R - - _ _ i � � i - t � � TOP PLATE - - - i - � � TOP PLATE a - - - - -- - - - - - - - - - - - - - --- ---- - -- ------- --°-- - -- --- - - ---- - - - --- -- ---- - - - --- - - - - --- -- - -815d� _9�� - - - - - - - - - - --- - - - i - - - - - - ------ --- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - -- - - -- - --- - - - - -- - - - - - - - - ----- --- -- -- - - - --- - - -- -- - - -- - - - - - - -- � - - - - - - - - - ' ` r-� 7-- -- - - - - - - - - - - - - � V � � � � z � W � ROUCsN-S A4.2 DF. 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STl1G 7 S7STEM r,� � � h.r..� A6. 1 FINISi-I FLOOR � � „ FINISN ��OOR - - - - - - - - - - - - - - -� - - - - - - - - � i` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rT7 � �� '-1 � � U � � � O r • w � �� � 1 -F 1 -E i -D �w � w t -B A6.1 Z w � �� f..� � 1 -A A6. 1 � F � - - - - - - - - � U � � � d r - - - - - - - � � - - - - -- - -� - - - - - - , M,� E � - - - - - -- - -� A6. 1 - - - - - - - - - ~ � h+�l A L ' _ __ _ _ _ _ _ J FINISN FLOOR r - - - - - - - - - -�i - - - - - - - - - � - - - - - 8132 ' -9" - - - - - - t=====____} - - - - - - - - - - -- - - - - - - - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - FINISN FLOOR � � d - - - - - - - - - - - - - � � � SOUTH ELEVATION a � , d A7. 1 SCALE : 1 /4 " = 1 ' - 0 " ' W .-� � Copyriqht GWATHMEY PRATi a�n�te�a. v.�. NI rignh mserve0 . Th'o documant, and the ideaa onE deaigne IncorporateE �erin, as an inatrument of profeaeional eervice, is the . . . property of Gwathmey/Prott � � McAiteda, P.C. orW la - - - - � not to Ee use0 in whole or in - -- -- -- - - - - - - poA, for any otner project -- withoul the written auihoriZOtion - --� -- - ot EdMarE M. GWathmey Jr., - - " - Henry R. Prott _ - _ . . . _ . .-___- _ . _ _ / - - - -- - CEDAR SI-4AKE ROOFINCs _ --- -- Date : 9 - 15 - 199 $ _ ---_ - Rev� sed : _ _ TOP PLA?E - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - 8154� _ 9�� - - - - - - - - - - - - - - - - - OUCsH- SAIi.Pv A6. 1 DF. EXPOSED BEAMS ?O MATGH A6. 1 ExISTING GHAPEL �� '. � �' . � 2 Q 2 P � .� E�':ti;',RD "�� . �, ' i ,— .; . , _ ' IF.S. STUGCC - , E : ` . t l �f, JR. - - - � � � SYSTEM - � � - „_ �"� ,.. � � l FINISN FLOOR ' L _i .11 :_ . _ A6. 1 .- � A ; - - - - -- - - - - - - - ------ ---- - -- - - -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 8143 ' -9° - _ - � A �h, �' ✓ - ------------ - Sheei Number �- -------- � . EAST ELEVATION � , � � � � SCALE: 1 �4" = 1 ' - 0�� A3 • � FINISN FLOOR , ' - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - — - - - - --- - - ---- - - - - -- - - -- -- -- - -- - -- - - - - - - -- -- 8132 � _9�� - - - -- - -- - - -- - - - - - - --- -- - -- - : . . : - - . . . , . _ _ . ,, ... . . . : - - - , ; _ .,_ , ; � . � -� . _ t, . , . ,: , .. . . :_. ' :Y ._ �. � �. . __ . .� � . �. _ . . . _ . :, '.. � . , _ :. . ., . . y �.. _ . . �� �. - � t . . . . . : . . , . ' ,� -.. i . . a , , _ �, _ '.. � _ ' _ �� . _ _ . . � i� ; . _ .x . i _ - _ " - ' - � - ..' . . . .. . 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VAPOR BARRIER Date : 9 - 15 - 1998 — � � �'" - I � SOIA�D BATT MSULATIGN I I s/s" TYPE "X " oRr+va�� Revised : I I I I I I _ - w , i - ; ALL SECTION 1 � - - - - - - - - - - � I I 2x6 FIRE BLOCKiNG SCALE : 1 " = 1 � - 0 '� A[� . i I I � 8' - 0 �� O . C . VERICALLY OFFICE �I NALL TOILET I I � ` � � � �w. i i -__ ` � / � EI . F . S . STUCCO SYSTEM 0 R-19 MSULATION � � ' ` " FINISN FLOOR � , I rf, ,I n , r r'�^r n i f :I , r` � � I � 5/8" TYPE "x " DRYWALL � � E �RD ��� - --- --- - �- -- - - - - -- - - - - -- �_ � - , f � i i r f � f^ 1 . , '1 n � n r r, r n � � r nr r ���r M � -. �r� _�� � ��JCiT9 � :� � . . � _�� �' �� � !, ��L�tiJ1��il�ti ��� , �<, �� , ., �! ��J�������,�1���� T111iT��9N����1W1J�'�1,�1UW111JW'�bti�lfi�Ul1'������i�"���'J��'� � :�_� �u � � �.' � . �_� i , �� c ;; � � '�; �r �R. R-30M3ULA?ION I I ` _ BASE BOARD TRIM C ' � L� l % , • � � ', i , I I INSUlATION r .�. � I ' 2 - 2z6 WALL SILL FINISH FLOORING '\ , -�-'` \' � � I I - LIGHT WEIGHT CONCRETE 2x4 � 16" O .C. �°'�.,,,, _ ` ,� � � , SECTION — B • BA�EMENT � II SCALE: � 1 �4" = 1 '-0�� 5/8" TYPE "x " DRYWALL 1 /2" AIR SPACE � � � � � � � PLYWOOD FLOOR SHEA7HR�G �-- I , I I SEE STRUCTURAL PLANS VAPOR BARRIER i I I Sheet Number FINI$H FLOOR , - - - - - - - �- - - - - - - - - - - - - - - ' I I CONCR�TE FOUNI�ATION WALL I SEE ST�JGTUR4L PLl+NS O i O i WALL SECTION 3 WALL SECTION 2 A4 . 1 - SCALE: 1 " = 1 ' - 0" A4 . 1 • SCALE: 1 " = 1 ' - 0 " A4 . 1 ' �- - - - - - - c� � � , ��� OVERNANCs 12 G WATH M EY �o� ' Pratt Z \ PITCI--I � Architects, p.c. � � TYP. 1000 S. Frontage Rd. 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STUGCO �� �"� ti ` � �`� ` .�� S1'STEM OVER � I � � , :. , j \ � � ` ` � CEDAR SNINCzLES 3/4 " T t C� PLYlU00D � � Q I /2 " PL 'r'WOOD E"' i ` . �� � S� E STRUCTURAL PLAHS ' � � � ` R - 19 INSULATION � � � � I � � ��� FIN151-I FLOOR � IN ALL EXTERIOR �� \ � ` ��� PRE - MANUFAGTORED TRUSS I WALLS � . � �� � � A � � � � � � `� 3 1 I/2 " LICs1-IT WEIG+-IT �_ - � TOP OF d ' \ � \��� 2xl (I� BLOGKINCs A42 GONGRETE _ PLYU100D 8143 ' _ 9 ° - - � � O . . � , � � �� � � �� I � \ . . \ � _ � ` • � \��� 2 " AIR SPAGE FLOOR FRAMINCz - =- - - _--- -- , I , d SEE STRUGTURAL f�LANS � ��� � � ��� _ MINIMUM Tl'PIGAL , ,. � � ; � - 38 IN � UL ,4T ION � ' � , , ����' o�. .,, � ,,,,� ,;, , , � �� � � � �` � BASEMENT SI-4AL � � ,,�.y � � � � � � � `�� BE UNFINISNED �, ; ; , ; CONCRETE FOUNDATION �^� � -, , � n n n �, �� � � Z I � ��, � V�; IUAL � SEE STRUGTURAL I ' I I � I ���\ � > y % �, ,; I I' ' ` � R�� 2 - 2x6 RAFT� R TAILS � Copyright �� PITGH � � EAGN TRUSS BAGK - ' � � GWATHMEY PRArr ; � ' � I � ' , � � � ` 7YP. � . j �, A��`".;`n�',��ea I � � I I I � I I ' i � � I I ' �i i :� I � � j I � I ! ; � ` : SP,4NINCs �o ' - m " � ,�C 9 I I I I I l 1 I I I l �' ` � . 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FOUNDATION a a ��ry R p��� r �=- � �` ���<� ' ` INSULATION OvER �- � � � ;�- ��" � 2x SUB - FASGIA �� � � `� � � � � ���_-„ �, � � "MIRADRY " UJATERPROOFINCz � C � � � � � ����/I � �� � �� � � � �' MEMBRANNE GONT. 2 - 2x�o TOP PLATE C- � ! lx�o TdC� " v" CsROOVE �� % ` � \°�� �� � � . C- „ CEDAR SI�EATNINCs �-,�� � ��� � � � MIRADRAIN - 6 ��m %% DRAINAC�E SYSTEM Date : 9 - 15 - 1998 �i CONT. COPPER EDC�E � � � // ' ; � Rev � sed : � �� � i �;� �`. � FLASHINCz T�'PICAL w/ DRIP I `�� �' � � C ,,,�� ��i� 2x4 FURRINCz STUDS � �y � `� �' � g16 " O.G. �� I i ��� 2x8 GEDAR FASGIA � � �� AGOUSTICAL TILE � � i � ��' � � . �, C-� � ' I /2 EXPANSION JOINT '�� � �� �� oF �RAvEL � i � � GEILINC; " ' r� . , > ' — -- ---- -- -- - � � I I w / SEALANT �� t:;; � y, ,,_ � � I C- - �, � GONT. PAINTED ' � �� 5/8 " TYPE " x " DRl'WALL � �� � �`� � � -� 01� R 6 MILL POL�' I C MTL . VENT \� ;; GONGRETE SLAB �, � � � ��� � SEE STRUGTURAL � �' ' ' � � ., � �, / � vAPOR BARRIER i C ' 8xl(I� FIR WOOD � . , , Q. TYPIGAL I� FALSE RAFTER 7AIL 2 " SAND _ - - _- _ — ! � �, '' � TOP OF � ---- -, �� � _ - _ -- - - - �;�` - Y GONGRETE 8132 ' - 9 �� � ,i� M I I I ''� � C , OVER 6 MILL POL7 - -� - - - - - - - - - - -- _ -- � - � -- � ` ;�^ 11 �. j ,: i C _ ', vAPOR BARRIER �� �. •_ - �' `-' R- 19 INSULATION � ; , 1 /2 " PLYWOOD 4 �� � ' -- '� �j- � �c�� ' - � _ � E . I ,F.S. STUGGO Sl'STEM OF C�RAVEL � OUNG � TION DR,GINACzE — SYS7EM AS PER C3EOTEGNNIGAL REPORT Tl'PIGAL Sheet Number FROM TO TOP EDCzE CONGRETE FOUNDATION � � � � FAGE OF O� RAFTER SEE STRUCTURAL PLANS � OO � STUD 3 ' - g " TAIL S � C T f 01�1 2 S � C �" I 01� , 3GALE: 3/4" . i ' - 0" A a 4 • � sca�e: i irz ° . i � _m�� A42 -� -� - ., : � ._. : . _ _ . ; � ., .. _ _ , _ : . . ,;� ,:. ;. ,� -x�ta. - - - - - - . . . . __ .. .. .. . . . _ . . � e ..a.,.� - �. . . _ _ . . . . ,_ � . . . - . . . . . _ . .. . - :� � . . ,,. � - � ,�� � . : ; - . _:,i s -�..��c i�. '. . t� . *. _ - �. .. � -} -. ' - ` - ' - - � � _ �l.'YTc..f._F.. r.c [?f lSli-�.�+5 � �7iN:�':i S� � :". , � � . . �. � �.. .. ....x��. • ]M.e. . . _ . -•� . P , :F� ; . . . . ��'ocq ' �. tlru. � . . . . . i 7. .. .r . . . . ..eF.�Y.:i� . � 1^.E9.'!2:T '7 � . . . _ . � �3�. , _ � '�si�S�i�l' t7i�p�.A7'Yt/�;� . - �!"-t{�l�1�'F. ' . $Y,�':�Y i . � ��. . (IIISk1Y�ii�Y'� � . rc �' . �`�I'tKJ- . 'y.- " ' _ :�R1 J"i.'.� : 6N.. '!'.i +: y�' "_ „ x H.�r :;�d(: ;?�16�;X'�i';b3�L�':�:,i:f�d3'��.dti . _. . . _ . . .- .. _ . � , _. ' . . _ . . . . _. . . . . . . . . . , . _ . . . . . .� . _ . , . . . . . . . . . . . . � . , _ . . . _ . .. , . . . . . . . . � � ' � _ . . . . . . _ . _ . . . . . .. . � ., , . � . � . . _ . . . . . , ... . _ . _ . t . . . . . .. � � . . . � WINDOW SCHEDULE DOOR SCHEDULE P aATHMEY W WINDOW Architects, p.c. WINDOW FRAMES DETAILS NOTES DOORS FRAMES HARD- DETAILS N0. LOCATION TYPE SIZE TYPE EXT. FlN. INT. FlN. SCREEN JAMB HEAD SILL REMARKS NO LOCATION WARE REMARKS 1000 S. Frontage Rd. West TYPE SIZE (WxH ) THICK SWING INT. FINISH TYPE SCREEN FINISH JAMB HEAD vall, Colorado 8t657 TeC (970) 476- 1147 Fax: (970) 476- 1612 J 1 -A BASEMENT AWNING 4'-0' z 4'-0� W ALUY. CIAD UNFlN. YES 1 -A6.1 3-A6.1 hA6.1 ARCNED HE�D 1 -1 BASEGENT M 3'-0' x 7'-0' 1 3/4' PAINT M NO PAINT SELF CLOSING w 1 -2 FLEV. EWIP. � MECHANICAL W 3'-0" x 7'-0' 1 3/4" CLEAR LACQUER yy NO STAIN SELF CLOSING � 1 -8 BASEMENT ANRJING 4'-0� x 4'-0� W ALUM. CLAD UNFlN. YES 1-A6.1 3-A6.1 hA6.i ARCHm HEAD �y.J J 1 -3 CLOSET - FUlURE ELEV. M 3'-0" x 7'-0' 1 3/4" CLEAR LACOUER M NO PAINT SELF CI.OSING J 1 -C BASEYENT ANRJING 4'-0' x 4'-0' W ALUM. CLAD UNFlN. YES 1-A6.1 3-A6.1 4-A6.1 ARCHm HEAD w � 1 -4 STAIR W 3'-0' x 7'-0" 1 3/4' C�EAR LACQUER yy NO STAIN SELF CLOSING 1 -D BASEMENT AWNINC 4'-0' z 4'-0� W ALUAI. CLAD UNFlN. YES 1 -A6.1 3-A6.1 4-A6.1 ARCHm HEAD J 1 -5 BASEAIENT M 3'-0" x 7'-0' 1 3/4" PAINT M NO PAINT SELF CLOSING � F- (n 1 -E BASEMENT ANMING 4'-0' x 4'-0' W ALUN. CLAD UNFlN. YES 1-A6.1 3-A6.1 4-A6.1 ARCHED HEAD �; NO (� 1 -F BASEMENT ANRJING 4'-0' x 4'-0' W AIUM. CLAD UNFlN. YES 1-A6.1 3-A6.1 4-A6.1 ARqiED HEAD � NO a � .- NO � � � a 0 J 2- 1 HALL W 3'-0' x 7'-0' 2 1 /4� CLEAR LACQUER yr NO CLEAR LACQUER SELF CLOSING J 2-A OFFlCE-6 AVMIING 4'-0' z 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHm HEAD W 2_z pFFlCE-6 W 3'-0' x 7'-0" 1 3/4' CLEAR LACWER � � a W NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. �"� w 2-B OFFlCE-5 ANTIING 4'-0' x 4'-6' W ALUN. CLAD STAIN YES 1-A6.1 3-A6.1 2-A6.1 ARdim HEAD > 2-3 OFFlCE-5 W 3'-0" x 7'-0" 1 3/4" CLEAR LACOUER a A ; � W W NO CLEAR �,4CQUER 7-A5.3 7-A5.3 SIM. �yJ 2-C OFFlCE-4 ANRJING 4'-0' x 4'-6' W ALUN. CLAD SiAIN YES t-A6.1 3-A6.1 2-A6.1 ARCHm HE�D J 2-4 WORK ROOM W 3'-0" x 7"-0' 1 3/4° CLEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. a II J 2-D OFFlCE-3 AWNING 4'-0' x 4'-6' W AIUAI. CUD STAIN YES 1-A6.1 3-A6.1 2-A6.1 ARCHm HEAD � 2-5 JANITOR W 2'-6' x 7'-0' 1 3/4" CLEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. � �� U► 2-6 OFF10E-4 W 3'-0' x 7'-0' 1 3/4' CLEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. � � Z, � 2-E OFFlCE-2 AWNING 4'-0' x 4'-6' W ALUN. CLAD STAIN YES 1-A6.1 3-A6.1 2-A6.1 ARCHm HEAD � Z_ 7 VESnBULE W 3'-0' z 7'-0' 1 3 4" CLEAR LACQUER �"'� / W NO C�EAR LACOUER 7-A5.3 7-A5.3 SIM. SELF CLOSING z 2-F OFF10E-t ANMING 4'-0' x 4'-6' W ALUM. CIAD STAIN YES t-A6.1 3-A6.1 2-A6.1 ARpiED HEAD � fY1 � (�f 2-8 VESIIBULE W 3'-0' x 7'-0' 1 3/4" CLEAR LACQUER y� NO CLEAR LACQUER SELF CLOSING Fi� (�J 2-G CONCELING ROOM-2 AMMING 4'-0' x 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHm HE�D � • COORDINATE KEYING z-g LJBRARY W 3'-0' x 7'-0' 1 3/4" CLEAR LACQUER yy NO CLEAR LACWER SELF CLOSING REQUIREMENTS WITH 2-H CONC�JNG ROOM-2 AWNING 4'-0' z 4'-6' W AWM. CIAD STAIN YES 1-A6.1 3-A6.1 2-A6.1 ARCHED HEnD THE ONRJER. 2-10 OFF10E-3 W 3'-0" x 7'-0' 1 3/4" CLEAR LACOUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. � +i 2-11 WOMENS TqLET W 3'-0' x 7'-0' 1 3/4" CLEAR LACQUER yy NO CLEAR LACOUER 7-A5.3 7-A5.3 SIM. � 2-I CONC0.ING ROON-1 AWNING 4�-0� z 4�-6� W ALUII. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD Z. ABBREVIATIONS 2- 12 OFf10E-2 W 3'-0' x 7'-0' 1 3/4' CLEAR LACQUER yy NO CLEAR LACOUER 7-A5.3 7-A5.3 SIM. � � .--� 2-J CONCELING ROOIA-1 AWNING 4'-0" x 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 �RCHED tiEAD W - WOOD 2- 13 OFFlCE-1 W 3'-0" x 7'-0' 1 3/4" CLEAR �ACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. M - HOLLOW METAL � (,�] 2-K MENS TOILET ROOM FlXED 4'-0' x 2'-6' W ALUY. CLAD STAIN YES i-A6.1 3-A6.1 2-A6.1 ARCHFD HEAD 2- 14 MENS TqLET W 3'-0' x 7'-0" 1 3/4" CLEAR LACOUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. � N/A - NOT APPLICABLE 2-L WOMENS TORET ROOA1 FlXED 4�-0� x 2'-6� W ALUM. CLAD ST/UN YES 1-A6.1 3-A6.1 2-A6.1 ARCHED HEAD H.C. - HOLLOW CORE 2- 15 CWNCELING ROOM 2 W 3'-0' x 7'-0" 1 3/4� CLEAR LACQUER yy NO CIEAR LACQUER 7-A5.3 7-A5.3 5M. � � S.C.- SOLID CORE 2-16 COUNCELING R00►1 1 W 3'-0" x 7'-0" 1 3/4" CLEAR LACQUER yy NO CLEAR LACQUER 7-A5.3 7-A5.3 SIM. �� � 2-M STAIR AWNING 4�-0� z 4�-6� W AIUM. CLAD STAIN YES 1-A6.1 3-A6.1 2-A6.1 ARpiED HEAD U.N.O.-UNLESS NOTED 2_� 7 HALL W 3'-0' z 7'-0' 1 3/4" CIEAR LACQUER yy NO CLEAR LACQUER SELF CLOSING � w �J 2-N KITCHEN FlXEO 4�-0� x 2�-6� W ALUM. CLAD STAIN YES 1 -A8.1 3-A6.1 2-A6.1 ARCHED HEAp OTHERNASE � 2- 18 STAIR W 3'-0" x 7'-0' 1 3/4" NO CLEAR LACQUER SELF CLOSING 2-0 WORK ROOA1 FlXED 4'-0� z 2'-6' M ALUY. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARqim HEAO 2-19 CLOSET FUlURE ELEV. W 3'-0' x 7'-0" 1 3/4' SELF CLOSING � � 2-P HALL AWNING 3'-0� x 4�-6� M ALUM. CLAD STAW YES 1 -A6.1 3-A6.1 2-A6.1 ARqim HEAD � ' 2-0 OFFlCE-6 AWNING 3'-0� x 4'-6' W ALUM. CLAD STAIN YES 1 -A6.1 3-A6.1 2-A6.1 ARCHm HEAD w �2-0 /y i` 2-R LIBRARY FIXED 4�-0� x 4'-0� W ALUAI. CLAD STAIN NO 1 -A6.1 3-A6.7 2-A6.1 ARCHED HEAD w � 2-S YES118ULE FIXED 4'-0' z 4'-0' W N.UM. CIAD STAM NO 1 -A6.1 3-A6.1 2-A6.1 ARCHED HE�D 2w U 2w M �2 J � � � w w w 2, 17 2, 1 1 , 1 1 ,5 2,7 2,8 2,9 2-T VESTYBUIE FlXEO 4'-0� z 4'-0' W ALU11. CLAD STAIN NO 1 -A6.1 3-A6.1 2-A6.1 ARCHED HEAD w � � � r/� Q 2-I 2-H 2-G L�� v � 2-U OFFICE-1 AWNING 4'-0� x 4'-6� W ALUM. CLAD STAIN YES 6-A6.1 5-A6.1 7-A6.1 .4ft(�iED HEnD 2-T w w w • / �� (� w W 2-F 2-E 2-D w w � � 2, 16 2,18 2.19 f� � 2-S 2-R W w w M �-P �-0 � z_N 2-C 2-8 2-A 2. 13 2. 14 2. 15 � �� � 2-L 2-K a � 2, 10 2.11 2.12 ,�,� � � Z�5 2�6 � d � � . � � 2.2 2.3 2�4 �� � E I � � 1 .2 1 ,3 1 .4 � w A FIXED FIXED AWNING AWNING GLASS DOOR SIX PANEL MEfAL DOOR STORE FRONT DOOR � Zj � w w w w / FRAME TO MATCH AND FRAME �" 1 -F 1 -E t -D CLAD WINDOWS a r w w �--i 1 -C 1 -8 1 -A ; � .--1 GENERAL CONSTRUCTION NOTES 1 . ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE LATEST ADOPTED EDITIQNS Of THE � "UNIFORM BUILDING CODE�, "UNIFORM MECHANICAL CODE", UNIFORM PLUMBING CODE", "NATIONAL ELECTRICAL CODE", NATIONA� FIRE CODE", AND ALL LOCAL AND EACLE COUNTY REGULATIONS. Q Coornqnc . z THE WORD " CONTRACTOR " REFERS TO THE COMPANY RESPONSIBLE FOR COMPLETION OF ALL NC1I�IMI9, p G. WORK DESCRIBED IN THESE DOCUMENTS AND NECESSARY TO FM�SH CONSTRUCTION. n�� rignte �eser.ee Tnla document, on0 t�e itlem ond Cesigna incoryorated I herein. oa an instrument of profesaional fervice, 3 the roperty of G•othmey/Prott/ NOTE : g�n�u: �n�t�c<�, v.0 a�a �, nol to be uaed in whole w in paR, for any vther projact 1 . ALL DIMENSIONS LOCATING WALLS AND THOSE DIMENSIONS LOCATING ITEMS OFF OF WALLS, ARE TO w�t�o�t tne wrrtee� outno�zoeio� ol Edward M. Grothmry Jr., THE FACE OF STUD FRAMING. Henry R. Pratt or Sdney Scnultz 2. THE CEILING HEIGHTS INDICATED IN 7HE FINISH BOXES ARE APPROXIMATE, AND MAY HAVF TO BE . ADJUSTED TO CLEAR STRUCTURAL ELEMENTS OR MECHANICAL EQUIPMENT. THE CONTRACTOR SHOULD ENDEAVOR TO MAINTAIN THE HEIGHT INDICATED, AND SHOULD NOTIFY THE ARCHITECT IF THE INTENDED HEIGHT CAN NOT BE ATTAINED. 3. INTERIOR SIGNAGE SHALL BE BY OWNER. DatE : S - ZS- I9JH Rev� sed : 4. TYPICAL WALL CONSTRUCTION IS 5/B � TIPE "X" DRYWALL ON EACH SIDE OF WALL STUDS AT 16" O.C. SEE PLAN FOR STUD DIMENSIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE REQUIRED FIRE RATINGS AT ALL RATED WALLS, FLOOR, AND CEILINGS. ALL PENETRAT10N5 WILL BE MADE IN ACCORDANCE WITH CODE " REQUIREMENTS. - ��� \h ��:'�.��.!? �?�, , ' �% �,: E+�';JARD M. �', G:":;T'�I „ cY, 1R.� an. �� � �; - � 301 � � y ����� , , , , � u ;;, Sheet Number A5 . 1 �-- - - - y_ � _ . _ . . . .. . . _ _ . . . _ . . . . . . _ . _ . . . . _ . . . _ . .. _ �t £ _:.J _ -'at r� ie , . � r 4 V', � B Pratthmey � A4. 1 [i Architects, p.c. i� 1000 S. Frontage Rd. West Vall, Colorodo 81657 r Tel: (970) 476- 1147 Fax: (976) 476- 1612 : r. � O - - - - - - - - -- - - - - - - - - - -- - -- d - - _ - -- - - _ - _ - - — -- -- - - - - : - - - - - - - - - - - - - - - - - - - - ; Q Q - - -- - - - - -- - - - - -- - - - , ; 'i ' _ -- - — -- - - I� - - - _ _ _ _ - - O � a � , � O � --- -- - -- - - - _ - _ � - - - - - - - , � U i , ; I M-�-�1 ,..a 1--1 I O 11 II � ' . 11 11 �� � �. ' � ° TY � , I � 5 8 PE x DRYWALL I 5/S T7PE "x � - � � CEILING I� b O DR7WALL I I a A ; COUN ELINCs td'1.- I I -- vESTIBULE c� iLir� O 'I i I � 1� , � FUTURE ELEv. M ~ � ' i I i 0 �, �, F-� � a --- � - - � �. aa. t I ITOILE -MEN TOI ET- EN STAIR I ��� � � R � � , Aa. i � a_ �� +� r i � � ; � m F? I � � _ � � � � � •�-� � � 2 ,� i � w i i , � HAL � � ! � � ! O r � H LL , ! 8x10 FIR FALSE � W - � I � � � � _ W > 2 � _ �' � � RAFTER TAILS � � � � �--� w � � � ' � ' ' � � � �� As.z ' � � � � I � � �I I I � I I � 'II � I � � � � � Gt I � I � � ', � � I , I r � � I � � NJC ��3 .'� � I , K c � I I . l T � �. _ . _ . � 2x8 CEDAR FASGIA Q �:. � �� � i- - ,, - ^ � ' , , '� o o Q'i �-+ � ' ' ' —�- --- - - -- � � � � � � w I ; Ix6 Tt� GEDAR I � � � I, � I "v " CsROOVE S�IEATNING � x �' - - ; -- - - � E� o � a �-- -- � - � , ; . ; I I , �--i � - -- -- - — — I T}- -- — - --- � � — --- - ; - - � i i � I I i � �j � � � IGE - I ICE 2 IC -3 IOFFIC -4 OFFI -5 I OFFI E-6 �� 1�1 , f_ , � l� Q � � � I � I � I - - — � IBRAR7 i -- - - - - i - - - - - - U - - -- - I � � _ ' 2 - 2 acousricn� � - - - -- - -1- - GEILINCs TILE � � (�' _ - --_ -fi - - t , i - - - - - - ~..� � - - — (I - - t - -- — --i � r - - -- i - - - Z ' -4' LIGHT FIXTURES � w A i � I SEE ELEGTRIGAL PLANS Q' - - - - - - - - �--- � - - -F- � - - - — - - � - I - - - —�I -- - - -- - --- — - - + � � � O I I i I � I f i G4 i � � IIII � — — — - � i - - I� � , - . __ - - - - - I, � , i - , .� � � � CoPYriqnl � wathmey Pratt Architxte. D.c. 8 AM riqhte raelrved ihla document, nnd the ideae A4. 1 ane Oeeiqne Incorporoted herin, p� on inlSNmMlt Of profeeaional aervi�e, ia Ne . . - . . . . . - � . - prope rty of Gwalhmey/Pratt/ �vchkecle, P.C. ond m - not lo W useE in M�ole or m no r t h �n, ,o, a�, o<�, P,o;K� � N'ern7wR�7 a�lGtwathmeYo�mtion �` ENTRY LEVEL REFLECTED CEILING PLAN a W 4" GROU�I MOLDINCs C�� \`�\ SCALE : 1 /4 " = 1 ' - 0 '� � � 8 �\� `- Date : 9 - 15 - 1998 R.4FTERS _ - - ; � � � � �� � / Revised : � -- _ C � � — 3EE STRIJCTUR4L � % PLANS A JUSTABLE SHELVING �� _� � ��, �\ �� �� � , --� •�.� TOP OF � \ _ ' - - - - - - - - - - - DBL. PLATE , . _ — � - � 815� ' - 9" - - - - a = � - -� CABI NET N ❑ TES - - _ . - J ` -� 2 -2x6 TOP PLATE 0 � � 0 r � —.—, ;_ _' � _ _ _ _ _ _ _ _ _ _ _ __ _ ___ _� • �—� c ' � � I I � � � C 1 C �NTRACTOR SHALL PROVIDE SHOP DRAWINGS ` —� < - 2. COUNTERS ARE T ❑ BE 3/ 4 ' PART . BD . WITH PLASTIC LAMINATE VENEER , '� ��' �_� �. COLOR T ❑ BE SELECTED BY THE ARCHI TECT , AND 3/ 4 ' xl 1 / 2 ' S �LI D a `t.;:- ^�; ❑AK N�SING WITH CLEARFINISH. � � - ` '; . ,ARD M. 5 � ' '�' S1NK SPLASH (�, '�1 (1, ( ; � � 2x6 �R4MINCs 3 . CABI NET PANELS AND SNELVES ARE T❑ BE 3/ 4 ' PART. BD. WI TH MELAMI NE ,-;� ',; �y, i� � ,. I ' I ' � I I I � �N ALL EXPOSED SURFACES , COL �R T ❑ SELECTED BY THE ARCHI TECT . � — � � -, � 01 5 GOUNTER � U � ' 4 . CABI NET D�OR AND DRAWER FR❑NTS ARE T ❑ BE 3/ 4 ' PART BD . WI TH ;� �` __� � ,� �, ; PLASTI C LAMI NATE VENEER, COLOR T❑ BE SELECTED BY THE ARCHI TECT . ` ,� '., ° -' S. I NTERI OR SURFACES ❑F ALL CASES T❑ BE MELAMI NE , COLOR T ❑ BE, � r � � , g = ' it= ,' ` " / I I , . - ' � I I � . ' � I I ' I I , - ' I I ' -, 0 5/s" TYPE "x" DRYWALL ' 5/8" T�'PE "x " DR�'WALL SELECTED BY THE ARCHITECT . m �°` 1 -- 6. HI NGES ARE T ❑ BE ' BLUM' N0. 77M5580 . - AGOUSTIGAL 7 , DRAWER SLI DES ARE T❑ BE ' K8V' N0. 1 284 , EPDXY COATED WHI TE. - CEILINCs TILE 3m" _ u1oOD HEADER 8. PULLS ARE T❑ BE 4 ' WI RE PULLS WI TH FI NI SH T ❑ BE SELECTED BY THE �4" SEE STRUCTUR4L '^ PLANS ARCHI TECT , REFrziGERATOR Sheet Number 9 . SHELF PI NS ARE T ❑ BE ' HAFELE' N0. 282. 27 . 401 . LIBRARY BOOK SHELVING 3 CEILING SECTION 2 1 0 , ALL c❑� oRS AND FI NI SHES WI LL BE CH�SEN � ROM THE MAN�� ACT � RES KITCHEN CABINETS SCALE: 1 2" = 1 ' -0" ArJ . 2 STANDARD AVAI ABLE SELECTI ONS 1 A • / SCALE: 3/4" = t ' - 0 " A5 • 2 SCALE: 1 /2 " = 1 ' - 0" A5 . 2 , , . . Gwathmey Pratt I IR " I I/2 " Architects, p.t. � _ - - 24„ � °D � 1000 S. frontage Rd. West TOILET PAPER Va�l, Colorado 81657 � F �_ Tel: (970� 476- 1147 DISPENSER i Fax: (97 ) 476- 1612 i i i C 0'� WATER GL09ET i q�_0�� �� � PAPER TOLLIEL i MIRROR g� _m�� 5 �'Q v Z A5.3 DESPENSER i m GENTEI�D � 3 tOILET PAPER E NAND PAPER � ON FIXTURE ��_b �� DISP£N9ER GRIaB BAR TOl11El. DISPENSER i BELCW 12 " 42 " / � i 24" IZ A5.3 � 4 A i GR4B BAR GRAB BAR �.3 � i Q p • i8�� � - - � � � n � Q z 5 �o � X 3 � i L � A5.3 � 'i Q p o 0 0 �-3 r, U � W - _ �' �i E SINK W Z � "� Y � crv � 1 Y i m '^ � - - - m �\ � 'J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � w � � � z GRAB BAR r � � Gq w SECTION 5 INT . ELEV . 4 INT . ELEV . � " _ . _ �� A5 . 3 �� _ � _ �� A5 3 INT . ELEV . A5 . 3 ENTRY LEVEL FLOOR PLAN A5 . 3 � � SCALE: NONE A5 . 3 SCALE: 1 /2 - 1 0 SCALE. 1 /2 - 1 0 SCALE . 1 /2 1 0 SCALE. 1 /2 - 1 0 � w W � I�-1 � M--�� w ►� � � a 8 � � 1+1 � A5.3 A5.3 � 1�. SIMILAR �� � $ C � N i� W I ,�.3 E..,� x � WOOD CASING � O 3 � � � BASE BELOW A6. 1 �� M� �' 5/8' DRYIUALL � � I 1 F' A5.3 A5.3 � U A6. 1 � Q � a �� � - - - - -- - , i �i DOOR 1 � � A i A6. 1 � d j WINDOW o WALL FRAMINfs � �" � $ C SHIM SPAGE '�'3 A D A - APPROVED ,_'"�., � � DOOR FR4ME LOGIGS ONLI' ? Q� � DOOR 5/8' DRYWALL � $ SASE BELOIU � e � AS•3 1 ns.3 E ns.3 A � �eoY,;9�� U100D GASINCs ` a�n��«a Pey Pratt NI riq�U reflrveE Thla dwument, and tha idem 9 �- 4 � o o and Oeaiqna incorporated 0 nerin, ae on inat�umant of A5.3 �.3 ° property t Gw t�hmey/Pratt/ A6. � A6. 1 nrchitetta, P.C. ond ie nol to De used in M�ole or in part, for ony other projecl wlthout the wntten authorizatio� o( EdwarC M. Gwathmey Jr., Henry R. Prott INT . DOOR JAMB 7 , INTERI � R DOOR & WINDOW ELEVATIONS s SCALE : 1 /4" _ � ' -o" A5 . 3 scni_E : i " _ � ' - o " A5 . 3 Date : 9 - 15 - 1998 Revised : � 3/4" I/4" C B i i 8 ' ' A6. t I" � i 3/4" � v li8" � I/4" 3 I!1 " � I/8° i ;a �� � �rz �� ns.3 E I � � ��`' ,», ±,� ' ^ ' ^a r'. .`' ' . f � � VARIES m . m � .�. � - q' c_ •f'� -:a - i C E� f` EDS4'A°D h9 . �'� a � G4'JAT�I `,IEY, JR. { . I '%5 iv -� � � { - 2301 � � g � � �, m � 1 � - `- As.3 B f �� m , : � � �o �o v v i i � i i O O o--; ; , o = - � � � �rz �� i ; , CASING SKIRT BASE BOARD ; ; MOLDING sheet N � rnber � � � � i � � L_ J WINDOW SILL 9 � 31�8° � INTERIOR TRIM 8 A5 . 3 SCALE: 1 /4° _ , � - o " A5 . 3 WINDOW SILL Q PLINTH BLOCK O SCALE : 6 " = 1 ' - 0 " A5 . 3 I �, �� � � � � GWATH M EY ,i I ii � �,i Pratt STUCCO I �I I j 2x6 WALL FRAMING �I SYSTEM I ' I nrchitects, p.c. I � 2x6 WALL FRAMING � �� 1000 S. Frontage Rd. West E. I .F , S , STUCC ❑ Vail, Cobrado eiss� � I SYSTEM i I G/ ALL FRAMING Tel: (970) 476- 1147 W❑�D HEADER � I 2x6 WALL FRAMING I jl Fox: (s�6) a76- tstz SEE STRUCTURAL PLANS i � DRYWALL I I 1 / Z ' PLYWDOD '� � I I WALL FRAMING �� DRYWALL , E . I . F . S . STUCCO � : . � � il 1 /2 ' PLYW �OD ' � � � SYSTEM i � �� il ,�, I VAP�R BARRIER � DRYWALL 2x6 KING STUD �I � HEADER SEE 2 - 2x6 TRIMERS I A � �� � ` I � � � VAPOR BARREAR i , � STRUCTURAL � ! I I 'I d � , 1 / 2 ' PLYW� OD �" I� � I - �� O - 2 - LAYERS � F 3 / 4 � VAPOR BARRIER � � - ` a PLYW❑❑ D @ R ❑ UNDED I � � t �7 O -- � WIND� W HEAD ' � l I� � U � < `�� : � � � I � � �� -� - - :,. .�:= WO� D TRIM � � � � � �I � � a SEE SHEET A5 . 3 1 / 2 PLYWO � D ` � � � ~ ;; � A ; W ❑OD JAMB EXTENTI � N +� \ � � � I � �. � � � SELF ADHESNE \ � � � F�1 C7 � WATERPR ❑❑ F MEMBRANE � ;� F'}'� !"� Z 2x4 FLAT BL ❑CKS \ � TYPICAL � I w �r ,..� SCREEN @ 12 ❑ . C . I 1 2x4 KING STUD � 3 / 4 ' PLYWOOD \ \ � � � �L I I Zx4 TRIMER � � � WIND�W WIND�W FRAME � � 4 - LAYERS ❑F 3 / 4 ' W � OD TRIM � O�I SELF ADHESIVE \ + PLYWO ❑ D @ ROUNDED SEE SHEET A5 . 3 � WATERPR❑ OF MEMBRANE � - - • - -� 1 WIND � W HEAD '-' � � L�` v � ' WOOD TRIM E ❑ ODN I ❑ N � W C� H E A D S SEE SHEET A5 . 3 Zj � Sc. 3' = 1'-0' A6.1 � w 7 WO� D JAMB EXTENSION wlNDOw FRaME T l � v > WINDOW � RAME � � I j TNIRD � I-�EAD � - - - � � � W � U STUCCO I I JAMB 1 SYSTEM i HEAD 3 Sc. 3' = i'-o' A6.1 � � � � � I sc. 3• = r-o• A6.1 � DRYWA� L � 2x6 WALL FRAMING � ~� ~�I i m fQ I �i U � � 1 / 2 ' PLYWOOD � � �d VAP �R BARRIER � WINDOW OPENINC= � _- - I � � F � �LASNINCx WITN � w�r,,DOw oPewr.� ' - � FILL IN ALL GAPS AND SHIM SPACES BETWEEN WINDOW AND ROUGH FRAMING WITH SPRAY FOAM INSULATION � W Q � SELF DNESAVE Q I' ' p UJATERPROOFINCa O - I � � a �U MEMBR,4NE � 1, � ' d � c� W � GD TR ? M SEE SHEET A5 . 3 � W ❑ OD JAMB EXTENSION � I i i i � _ _ _ _ _ _ WIND ❑W GLAZING I SCREEN WIND ❑ W GLAZING I SCREEN WINDOW I WINDOW FRAME ' I WIND � W � RAME FIRST � SI � � WIND�W FRAME ' Q Copyright CWATHMEY PR4TT " Mchitectn, p.c. NI righta roaerve0 Thie dxument. and the �Oeae and deaiqne incorporoted J A M B nerein. ae an mst�ument of 6 profeaaionol aervice, if the WG � D SILL WrJOD SILL p�o�arey o� c,.aumey/vratt/ SC. 3' = 1'-0' A6.1 _ — nR �tacta, P.C. ond �e not to W used m w�ole or in -- port. for ony othar pfoject .ithout the rri@en authorization - - a( EdrorC M. Gwathmey Jc. ` I ' I onG Nenry R. Prott. J � wooD l � wooD , � � SKIRT MOLDING , � � SKIRT MOLDING SELF ADHESIVE i � � i WATERPR ❑ ❑ F MEMBRANE � � I � SEL � ADHESIVE i � �� Date : 9 - 15- 1998 • / WATERPRDOF MEMBRANE / i I I i I Rev� sed : I i i , SCREEN , � / I I � /�� � I FRAM ONG WINDOW I / VAPOR BARRIER / I I WIND� W FRAME ( / � � r � I „ I 2 - 2x6 SILL I - I � � � � � � DRYWALL 2 - 2x6 SILL - � DRYWALL - I I 'I , � I �I E , I . F . S , STUCCO � � WOOD SILL SYSTEM I I � �I ", � . ;� � , -- -i - - � I 2 - 2x6 SILL 2 6 I I� I� ED;VFl° D ",1 . � �z 2 - � 6 � WOOD FIN . GRADE ' � �i� vaPOR ' GVJATF? ;�, �', J�. � � SKIRT MOLDING � I � SELF ADHESIVE � I E . I F . S STUCC ❑ I� BARRIER ; '- � 301 WATERPRD�F MEMBRANE I I � 2xa WALL SYSTEM �I �\ '� ' � RAMING @j � I DRYWALL I I � � ' - ' ' ' `i I I' � I II � � I II E . I , F , S . STUCC ❑ VAPOR BARRIER C ❑ NC . F � UNDATION WALL I I SYSTEM � SEE STRUCTURAL I 2x6 WALL FRAMING �I I � �� 2x6 WALL FRAMING I I I II Sheet Number SILL � SILL 4 SILL 2 a � . l SC. 3' = i'-o' A6.1 SC. 3' = 1'-0' A6.1 SC. 3' = 1'-0' A6.1 f_. ' v - . r _ - , . . , . - � , ' � " _ . . i � � � . �. — : • �. ':- . : ' ' � -' . c " . - � i. .. . .' . .. " . . , . . + , . , . � � . . -+� -� �rl. : . . . � � � " Na .� � � , r . - ' �•- '.� y • �_.. - . � - . . . . . .- � i. r� ' -. '1 -. - i ' r�: - _ �'J�9' �'+F' .. '��A �•�� =Yr14'-. . f . • . __ � . . . i�74 ,G :�7a�f'��..�7-.1�-�R_W°^V Y: ���► :. . '. _. s ., l� � 76t �`3 . ir:��. . `. 'i >.-.' . , � . . ' - - ry. .. . - . � -._ : , r ' ,lc.t. . . �'T _. ti- : •, . . . . .. . ,. i:'4:G T.. • . . i r7 `�i ' ='-t'.'Jct � . . � � $h .. . _ . ,_ L: �, '. . , . � . '. i.. e- a_'S� , . . C. � ' r � . . _ . � , . Z��:4A1,7�'S . _ . , . . . 1 :,d .' , �.r _ .. � ' ! � � . 1 3'.- � . . ...?'K i '.:.:�rnl�� ..r . , _ . . . . , _ . . . . . . . . . . .�. _' . . . � . . . . . � � -- 2x6 REDWOOD GAP �— 2x6 REDWOOD GAP Gwathmey Pratt Architects, p.c. GONT. 2x6 REDWOOD TOP GHORD A A � � � � 1000 S. Frontage Rd. West VIEW • • • • /�l . /� Val, Colorado 81657 Tel: (970) 476- 1147 Fax: (970) 476- 1612 VIEUJ 1/2 " PLYUJOOD Sx8 REDUJOOD POST 2 1�2, E.IF.S. STUGCO iv 3 3/4 ' S7STE1'1 a Zx3 REDWOOD PIGKETS AT 6 I/4" O.G. 8x8 REDWOOD POST GONT. 20 GAGE CaALVANIZED PAINTE FLASHINCs w/ DRIP O 2x6 NAIL SPAGED A REDWOOD DEGKING GONT. 2xb REDWOOD � a SGREWED TO DEGK JOISTS BOTTOM GNORD 2x6 NAIL 3PAGED � � � � � � b�, � f2EDWOOD DEGKINCs I � SGREWED TO DEGK JOISTS � ��� � O - 2x6 NAIL SPAGED / \\ � („) �i DEGK JOISTS REDLL100D DEGKIN�s � �T� SEE STRUGTURAL PLANS 2x12 CEDAR `'.�GREWED TO DECK JOISTS � ' �� i '. ,, 1+1 ,.a � �� RIM PASGIA i � � � � I ` 2x12 GEDAR �� RIM FASCIA �, � � � � -I � CONT. LEDCsER DEGK JOISTS \ ~♦ � SEE STRIJGTUR4L PLANS SEE STRUGTURQL PLANS \ � � � a � I/2 " PL7WOOD / ` � �� � � v,. � 3/4 " PLYlU00D CzUSSET � E.IFS. STUGCA � � � ry�' �/ ��� ` y� SYSrEr1 - - _ �N , � AT EAC1-I SIDE � - �— ; Nr ; � � � � � � ROOF N 2x �o ROOF FRAMINCz W PITGH , r ; ` �1 � ` ` ' DECK SECTION 2 3 � / / \ >q �, Zr', � SCALE: 1 " = 1 ' -0 " A'7 . 1 /%�/ / FULL COVERAC:E OF SELF ADHESIVE �j w a \ WATERPROOF 1"fEMBRANE rT �'� Q i' / � Fi.� � � �� � � i �' � � � , , �\ \� w � x . %// / ' � �\ 5 /8 " GDX F'LYU100D DEGKINCs � � , � \ E� � o / � c� � A� s�+ �N��FS � �..� a . 1\ \ � r� ti �� � `��� 2x1� FLAT SLEEPER �� � � � `� 4 - SIDES � U � � d / � - � � �, ►--� a ,/ ;;, � � � 2 � � � 2x6 ROOF FRAI"11NC� / / � irl r_, Q �� � �� ��`< ROOF � M�� � � � , i'' �� PITCN � Z p �, ,- i� � �� ��� � Ri TOP PLAT� � ' 2x4 BLOCKINCs ��� � �'��� 2x6 SU8 -�ASGIA - - - - - -- - - - -- - �: a � 8,169 ' - 4 ° � CONT. 2 - 2x6 TOf' PLATE � �— '""' _ -- � � ; I � 2x6 WALL �RAMINCz �, ���� p� ' �_ __ ' -- CONT. COPF'ER EDCsE ...� , { t � 3 - 2x6 HEADER � � FLASHINCs Tl'f' IGAL w/ DRIP - - II il � � - - - - — � I/2 " PLYWOOD 2x8 CEDAR FASCIA I 2x4 g EA. RAFTER 4 � � O coor�en� L 2 �� GWATHMEY PRATT Prehiteeb. p.e. I - ! x6 GEDAR TtCz SNTCs_ N� righta rs�erved ih�s document, and 11�e iEeas and deepro in<orporoteE � henn, aa an inetrument of ' profeeeion0l eervice, i� the 2x4 FUf?RING STUDS proparty or c,am�y/Pratl g 16 �i O.C. Arcnitecta. P C. onC �e not to Ee ueed in whole ar In part, for any othar project — PR�MANUFAGTERED LUOOD LOUVERED VENT •��nom me w.�tta� o„tno,�:aua� of EEWOrC M. Gwot�mey Jr., Menry R. Protl -- WOOD S � LL w/ DR � P Date : 9 - 15 - 1998 — - - - ` - Revised : i I FU� L GOVERAC3E OF SELF AD�-IESIVE IUATERPROOF MEMBRANE � ' ,��\ � E . I .F.S. STUCGO SYSTEM �� � � � �_ , ���� ��� � GOPPER FLASNINC� � %�� 2x8 FLAT SILL ON RDOF � _ '�t,� SI-IEATHIG � j �,�- �- - -- CEDAR SNINCzLES ' ` " �` � ��� � ED;'l4RD M �' `� � �� ' fvi�Y 1R � -�. ��,� �� � `:�� � G1�� � � � �,;-, � � - 130 , � � ` �� �-� �, ��= -,� � � � / � � � , �t: �� , �. / ,- Sheet Number VENT TOwER SECTION 1 SCALE : 1 " = 1 ' -0" A7 . 1 A � • 1 � , _. .. , . . r. _ _ � . ._:. . � . . : . _ . . _ _:, . .,, _ ._ . . .-.P.. . . . - . . ..: � .. . _ 4 . _ . . . . _ . .�,. . _.i:- •.. . i . . . . . . . . . . . .. , . - . . �' ' _ _ . .. . . -. � . . � .. . , . . -. . . . � . . ' � , r .._ ...v.,. . , :,�. - � . , . _ : . ,. . , . - . - . - v. . ' ' _ . . - . . - , . , � . . . . . . . . . . I GENERAL NOTE: Voi! Chapei Ministry Buiiding J08� 9808-04 DESIGN CRlTER1A: STRUCTURAL W000 FRAMING ���A�UNG SCHEDU�E � STRUCTURAL STEEL: Koc ` '_ive L::>o0 - - - - - - - - - - - - - - - - - - - - - - - - - - 8� ps' c . Exc�t where notec otherwse, ,! � 2 � r. or ,nc! l ; !c � �er -,x ;Eti siude sr� �i ' be - erecte:d in cccor�i�nce with t! �e �r. floor sE to II or woi ate en � � �,�'�il;tlqp;;�;, � joi girder, si i pl ' {to ait) Roof Uead Load- - - - - - - - -- - - - - -- - - - - - 15 u . � : ructurul sieei shau ba deia:led, fa6riccted and ps� Jougles Fir - Larch #2 or better , and oll soiid timper beams and � osts � m�st curre� f ed�tions of AISC Speeif�caticr,s and Gode ot S{andoro Practice. � - jaist 2� girder, si}I or wofl plote ( down thru bott6m ci ���� � � „���bj�;�iip J floor �ive Loqd: Office- - 50 psf � 20001b . cor,�entrnted ioad nominol ond wider shall be Uouglas i ir -�erch 2. ��`�F E '•:L� y� ! �ibror 125 sf or 1500 Ib . c�n �entrated lacd c � � � � �� b . Structurel st �e+ rolled shapes, induding ploies ond ongtes, shall be ASTM 36. � =�'` • 6 .� � i Y- P b. tuds shail be S�ud grade �nd be< <er pouglas Fir - larch or Nem ir , r Sote p�ate to joisi or blocking ( fose nai, 1 `�':� ;�,Y � A Corridor- - - - - - - - - - - - - - - - - iJO psf ;; . Bui� `. --uA posis shaii consist of Douglas F ;r -�brch or Hem f-ir #2 or oetter Y :1 � r � ube shepes ,h�ll be AST�{ A500 gr� de B. FiAes shali be AS�M A�3 grade Ei �p =�� � : ¢ _ i ' Stair - - - - - - - - - - - - - - - t00 psf � � � � er qSTM A501 . ?op plate to stud (end noii ) — _ '" ;z � 1 2X6 studs per Ian nr � sholi oe nailed o ether with 2 rows of 6d naiis � 6° �o % > � Floor Dead Load- - - - - - - - - - - -- - - - - - - - - - 30 pst � . Tu6e shope,s are actuol size as specifted on pion . Pipe sizes indicated o.^. c! cn = o ; -' �+ ; °; , � ,r,IOr1 ?�cfi siud . . . � s .d • �c i peck Live Load- -- - - - - - - - - - - - - - - - - 100 psf y are nomi� q! (opprox�moCe inside diometer) ond refer to AISC pipa scHedu� e Siud to sole plote �b�;`a . �5\ { �eck qead Lood- - - - - - - - - - - - - - - - - - - - - - - - 75 psf � . �oD and bottor�� pios.es sr•aii �e Daug!os Flr - Larch �r Hem Fir �j2 and bet:er. dfinensions. �i���� '•W .. '��O` ��� Basir. Wind S�eed - - - - - - - - - - - - - -80 mph ;Exp . B) �'� ates placed direc#! y on concrete wolis or sl�bs shall be pressure- treuted Hem ri, qll bolts used in ste.el framing sholl confo� m to ASTM Spe.ci icction P.325. ���//p !'���: +��`�, j Seismic Zone- - - - - - - � - -- - - - - - - - - - - - - - 7 Fir #2. Ar, cnqr bolts and bolts used in timber connections moy be AST�� q307. Bolt Double studs (face nail ) i6d � 24 " ,� U (SC Edition - - - - - - - - - - - - - - - - - - - 1y91 e. Withirr fioor joist spaces aeneoth solid or �uitt-up coiumns noted on plons, s:zes shoi! be 3 /4" dipmet°r �nless noted OthErWi9P.. n!�cking af ore� equivalent to column above shal! be prov)ded. Door ar window ' Doubled top plates ( face naii ) t6d � t6" ----- e. Bolts used in structural steei t�aming shoil be the break- oif torque indicatinq � � FOUNDATION DESIGN : :rimmers consisting o ,' o singte si.ud do noi require special b�ocking :n 'the joist t e, or torque inspectian 3ho�� be rovided os re uired G the build�n � � s oce. . � p a y � Top pleies, laps an0 intersectlons ( face rtail ) 2 - � �•� p �ncpecta. � v, a Design of individual ond conJinucus `ootingsFts based on\ a maximum allowabie r, Except as ne�ied otherwise, minimum naiiiry shail be provided as snec ! �! .°_d in f. Typ;cal framed b°cm co� i�ections shall cons�st o` pcirs ot 7 j4" �ngles us�ng the Con ± inuous hecder, two pieces ? 5� � iC " bearing preseure oF psf �dead load plus i,ll t;�e ioad� . the "Na�. mg Sche�ute" on ,.he dr � w�ngs ( .JBC Tcbie 25- Q) �� b . Footir4s shefl t�e ploced on the noturei ��neiisturbed soil, �r comp�cted c. Unless noteC o' herwise, sieel co� neciors such as those manufactured qy the maximum number �� bolts cqlled fer in Table II - A of the P.ISC Monuo! ( ASD alonq each edge � � � ,, Simpson company snall be us . d jo � jci � Nintf� Fditio+�i ). (j s 'trucfurol fiH, belew �rost depih . A tu in ra` te. s, sts or Geams to o .her beams � . Continuous header to kin stud toenaii 4 -$d � � • �. Refer t.o �eport p38- 176 by Koecnieia ';on �u� � !n � �ngineers for cr,nshucc :en a ; flush - framed conditions. Use e!I spec:�iee noii ;. Gonnector r,onditions not g. kxpansion b ��' ts sheii 6e weGye type : HPlti", "Rowl ", ot "Red t-�eod " or approved 9 � j ? -p rn� rnµ r�q� 9rements regording soils. � otherwis= noted shall �� {ilize fype U or Typ� Hl1 hengers o! �a sizz specificaily equivnlent with the �ollowing rninimum emhedments: � C � p� - � 1 i2" diameter - - -- - - - 2 - t /2° Ceiling/floor joists, laps over portiL;ons � foce nail ) 3- 16d U� O �� E'rovide con 'tiriu ��us foundation dreins around th� perimeter of ❑II bcseme�t tlesigned : or the member suGport°d , as show� !rt the marwfcrturer's published '�` - Nal � s and ai the base af retainin walis. Contoct soils en i�eer for details. tab�es. Contact structural e� cnee for deicils as re uired. 5%8� diameter- - - - -- - 3� C�ilir�g/fipar oists to ~ � X g g g' � � , j parallel rafters (face nail ) 3- t6d a' � a z � 3 ; 4" d;ameter - - - - - 4 " C °� �- e. A representptive Gf the soits e� g+neer sholi verify sei7 cone�i [ions ond iy�es h . Wnod noiler piates in.stoUed on s .eei beoms or concrete wofls for top- ft�nge Q •- �-� d.tri�g ex�cvatior.-. Report cny discreoar.cies Rom originc� findings te structurai hangers sholt be ripped to riaich the widlh o` the wail or beam f!onge. Nailer h . Ad'nosive ar. ciiors caHe.d for en the drawin9c sholf be gl�ss capsu�e ! ype such �olid -sawn rqfter to plote 3-8d toenai! s � � enginee� fo� �eevaluation of foundation desi9n . niptes suppor+, irg top flangs hangers frort� one side oniy shali be instolied fl�sh as MoRy Parobond�� or '�Hilti HVA' onchor systems. Minimum emoedme� ts, or Simp^,on HS � m � if not soecificaily indicaied or, the drowinqs, shnll be occord�ng to the � with the fece of aoit or beam flcnge oi 't, �e hanger iocatians. , i - joist rafter to plate (down thru bottom chord ) 2 - 1 <<� p� c.r i. Manufociured joists shau oe fran� on opproved manufacturer ano sheU b� monufecWrer s speciFcatioris. z ^ � ,_ REINFORCED CONCRETE: eQuivaient in bod- carryin ccDacR and deFection criteria to fJ� 25 or �5 series � A�� 'weidtng sha�f be done by an �.WS certified weider . p m � iO � 9 Y Ba �! t -- up comer studs i6d � 2a" '� co � oists in the de + tis and s eun �s �����ared on iar . f'rovide b�ockin brac +n ;• Delay pointing withfn 3" af fieitl weids until weid are comp�ete.d . U 1 p .� . P � P 9. 4� x 0 , • ,. - o k rr i I i I �. Concrefa cie.sign is bcsed on the "F3uiid�nq CoCe . .equirements for P, einf�rGea web sfiffeners ond other ac�essories as requised by ;h� mae�ufacturer . +Nhere ca osve soi _ond� tions exst, steel anges Ehat or� used to support Built - uG beams (each member to odjocent ) 16d � 1 �" � mc� :, Cor�crete' ( QCI 3� 8 - 95) . Prerobricoted trusses sholi be desi ned b o Colorado re i�tered en �neer tv exterier stene veneer sholl be go� vor. lzed ond shatf be attoched to ihe olon eoch ed e � � I 9 Y 9 - 9 9 9 .� b �t�uctura� cOncrete shall have a minimum 28 - day compressive strength o* support the ful! dend and live IoadS of the ro��f, cei�ing, and any otner foundation with galvarized or stainiess stee! expan5i0� onchors. � p Q l 300G cs1 super�mposed loads. Web arrangement and member forces sh �t! be determinea F ! ywood or OSB roofjwoll /floor sheathing Bd � 6 " along ei7 � � � � a > ', c . specia! ir.spec :icn tor the taWnq pf test specimens o�d Rlace.ment o! concrete oy khe f�bricatar. �_oad duration factor is Calculatie� s nnd shops drowings BACKFILUNG 8d � 12" intermed � � e �: ,: ;� � � �� s �r ,,�, �nd �eir.forcin steel shol! be rovided accordin to UBC Section 306 i, ± ! ! = ior review prlor to fobrication . AP '� m 9 P 9 shol be submit ed to he architect /eng'nee. ; d. C�n �rete shvi) be'Iproport�oned u � ' � , -yP� I cement. Adm ',xiu�es containin9 truss -4a - iruss connections sha�i be spacifed cy the tr�ss manufaciUrer. �, po not bockfill ogoinst reioinir. g walls until supQorting elements are in pV�ce ,r �. c _� �_`'�S' ,� chloride s... ts s. a not be � sed. Temporory and perm�neni iate�o� brocinq of ,russes sh: e�f be in �tolled as securely anchored, a adequate shoring is �nstaHed. Concurrent backfiping of The nails in this schedu�e or� common wire or bux nai�s. iT cooier, s�r.l� er n cr. ! . r_r ,�r> �:s o ` ra > e. S��bmlt mix des�gn to er,Uineer fcr rev��w. required by the truss m, a�wTacturer. each side of o �etaining woll t,o final grades os indicoted on plon or section �s are used, contact engineer for required spar.ing and sizes . f. Cold wedLhe� ::oncreting prpcedu:'es sHau be p�ov:ded cs recomrnendzd �n tt, e k_ Laminated veneer tu!rrber ( L '.L ; shall hUVe tne `ollowing p � oper'. ies: required untess temporory shoring is installEd. if stoples are used, r.ontact enqir.eer f�r required spacing and sizes. A i a�_oi �urcret� ?raotice �� xural stress - - - - - - - - - - - - - - -- - - - - - - - - �6d0 r - t*..s 'or be.am ar 1 mr oear,^ c v' aeNs st� II b ia �d witi'; s tt' � �* G Psi b. verify f. ype of filf with soits enqineer ond struct �, rai ena , ^ �er pr , r� �.<, n ��k, '�i; t� .; _ This scned�le indicotes minimum requir�ments for nailiny. Wnere speclol conditicn _- ex �si ;. se � An�hor bo d cQU , a s p c e �r , Modul ��s of e�cstidty - - - -- - - - -- - -- - i , $OQO�a Gs the specif(ed nailing ind�cotAd on the olens an� deleiis. temD�a; es. parallel to grotn -- - - - -- - --- - - - - -- - 185J psl �ROUT; - Tensipn h . Eupdnsion boits s� a�l be �a:afed c ' o r ^ 'rn;: rn ot b Dolt diameters froro �ompression ooralie# 1a grain - - - - - - - - - - - - - - 246u ps� cnnt:ete edge cr.d spaced at 10 bol ; di�meters :�nless noted ntherwise. i . ;,nchor Gaits fnr wood sil! - Compressian parolle' to � glue line o. Alt qrout beneoih column pase plotes . � _ � �� �. �el beams at �. � �. - _;r,ail 4ae ne� �. , �I�ttes sholi be placed at 4' -0' maxirnum spuc:ng ( pgrpendicu�ar to g���r1 - - . - - - - - - - - - _ - - ?SU psi shrink, nor - me#ai � '� ryce g�cut. Cro„ * ��� - � nave o m ;mrnu . m;, ressive with on� anchor bolt at 12` frem eoch end nr corner pnd a rninimUm oi twp Horizontnl sheor- -- - - - - -- - - - - - - 285 psi st�ength of 250G c ' onr,nor bo� ts per piece. N+here iwo members r�re required, eac:h mer, � ber shall be !ostened to adjacen ; t; A4i exposed edges and corners. shon be chanrtfered 3 /4° members with `wo rows 16d nails spo[:ed ! 2�� o . c, urdess noted 'vVhere w . .:oncr�te coverage ior reinfnrcing steei ( ACl 378- 95) : threc- or iour members ore requ �red, they shel� be fo4tened together with iwo GENERAL REOUIREMENTS: Cor,c�ete ,osf agc�nst ond permcnetllfy exp�s8d to eorth -�" rows of 1 ,'Z" d�ameter thru -bofts � 24" o. c. unless noeed , C�r�cra !e exposed to earth nr weather: c�. $trlictura ! eretSla� and bfa:�ny: The stfucturo� Arowinys i i :astr„e ' he � � � . Frarr� rn �� otes: #5 har or smul! er - 7 %� i Egtenor Wails: compieted strucl�rre with r,ll elements itt their final positions, ��✓ � through �tS ba� t y . Froperly suPPcr, rc :. . Af� exierier wai�s ore 2xo studs � 15" a. c . iq e max�mum heiqht of 12 ' - 6 ", and braced. The cor ,racter , m the croper sequence, shal; provide shonng r. -� , Cancrete not exposed to �reclher er in con ,ac ; with qr�und: ' 2x6 studs & � 2° o. c. ,o mox!mur� n�ght of 14 - 6" anq ( 1 ) - 2x6 broc:ng c� mcy be requirect aur ;r,g constructiar to ochieve " he rirai com�iete� � - SioGs, walis , jnis[s ( #71 �ar ord sma�ler� � / h� studs � � 6 " to a mnxim :, m height of ' 7' - q " � n� ess ol.herwise ❑ ot �d. str�;ciure. Gantoc ; struc. iurni engineer for consW ,ation fno ; �^ cnr. tr� - t ) �_. Beams , columns � ' � / � � Cap wifh a doub�e tap piate instJl� ed tc provide pverinp0iry ot carners requ :red. � �� and at inter'sec ± ions wiih other parti :�ons. � f over! ap is nct pOSSib! e. �. Sh�p d.cwings: Submii sh,cp and ereetior. drawings r„r ;*r ., .- • „r � s .ee� , � strap I.op p�a? es wi'.h metoi strap tie ( 5impson ST292 vr equivalent ). miscellaneous steel, steel jaists and girders, skeel ae k, n , osonry re.inf3rcing r l REINFQf�,NC� STEEL• B . Fioor nr rocf froming members . must be nligned to be<ar r;itFrn 7 inches stee� , wood trusses, menufactured wood jnists and gtue - larn beQms to enyfneer F� � of - the studs beneath. fior reviea prior [o f�urication . This review is .'or gene.rol comptiance with the a. OetbAing, fobncation and ploCament of reinforcing steel shall. be in accordance �,. Provide 7/16 �� thick A!'A roted 5healhing (pfywood or USd } rpked '24j16, intert of ; h2 structurai design . ihe architect and /or contrector nre responsib�e i - � With the ACI lSn�al or Cotl�rCte Fractice� � expqsure 1 , at ezteYier `oce� o` exterior waiis. Bbck nll horizonto� jcints. far checkinq qur.ntiU,es, dimensior. s cna cpordinatron � with otner trodes. � ~� - b. ExGept where oiherwise noted on the drewingy, reinfora�nq ba.s shn�: -onform C . Provide (3) -� x70 heodert vver all door and win ;iow open � nqs unless c . Exis:ing structures li constructior. adjoins an ex;siinq str _,ct ., re, ron ,, � cr � to ASTtv? Speci(iration Afi15 - 79 and st� oll be minimum grade 60 except ties, otherwise inu'icoted. shall be responsible for verffyi� g dimensians- eievati �ns , f•a r � � :�- � � � : � �crs �.,� � field bent � :�r� wherP permitted by ncte o� plan , ar bars to be welded, which E . A 't heam beorir.g locations in stud Nells, rovide multi le - stuC shail t;e grode 4Q P U pasts ontl anythinc else that mdy affect the worL shc�wn . n tni r �v ,r qs . � � r. At spi7ces in co^ r_rete, iap bOrs 36 d��meter;:, Jo no± weld �r use mechanicel equ�l to width of t,earing member unless noted otherwvse. Underpinning, sno�inq ond bracing o ( ezist n :� � tructures sr „ � >, h �; splicing oevic�s unless specifi�ally �ppreved by engineer_ 2 . �nfer�ar Lo�a- 8ear �ng Wails respo� sibifity oi the contrnc#or. _ � i� . Interor iood - DCarir� y wails ere minimum 2x4 studs � 16" a � . w � tr�, ' j2 �' d D �mensio� s: GheciK aii d'rmensions aaci - �� , i c* �_ � � tE � ,. cr�ai d � � � � -�. c; s p ,- �vr �. � _ <7 At G�?f4, t ,'iqKE horizontai bdrs C:6r: ti� UUUS or pravide tor;ier bcrs. Arour. d �yps�r,i wollboord oo;h sides ur. iess noted otherwise. Cap �, ith c doUOie censiruct �on . po nui sccl .=, drawings. � openings c�z skeps in corcrete, pravide ( 2 ) - #5S extendinq 2' - 0� beyond edge tap �ilaie iretaued to R� ovide overlappinq ai corner; end at intersections e . Gonstruciion praciices Genera! controcto� i� respo�s�ble For n � eans, me 'thod: . of opening or slep. �yiih other p � possible, strap top p G q p ' ' � j _ , � p pur tliions. If overio� i� , is nat l�� tes w�th techni ces, se uences and ror_edures Tor c�ns .ruct�on cf this � ro Fct. Not ` Extend reinf�rcin;� s 'tee+ a minimi. rn o ` � 4" thrauqh cold jo�rrts. l;nless rrietal stroy tie (Simpson S? 292 or equrvalent ). structurol enqireer oF om?ssions or conflicts betweert the workiny drawinys ara ^ ' specifically Iqco ! e� ,n plqrt or de: ails, �oordirinte cold joint ixatiohs with g , Fioor or roof froming members must be oliqned to tsear wiihin 5 ;nches exisiing conditions. Coordinate requ [rerc� ents f�r mechanica. /=1=ctr;caljpiumbinc � � enginear. of the studs 5enzoth . penefrations tnraugh strur+.ural elements with the structurci er.gineer. Jobsitz f Wetded wire fabr ;c shoi! cont�rm co ASTM Sp�cificaiior. A -? 85. tap wel�ed C. Prc�vide { 2, - Zx1 � hec�ders over r�11 openings in wiul i� niess noieo sefet ;• is ;he sp�e responsitzilRy of ihe ccntrac#or. � �I rneihads used for �� ' wire Fabric a minim :,m o, one �u(I mesh pias two inches. Laps shol ! be wirec viherwise. r.onstruction shall be in accardurtce witn tne latest edit� en oi tne UF3C,. � � �ogetr, er. C�. At 6eam ueariny 'ocat�ons in s1�id wnlls. prcvide mo ! c�uie - st�, o posts f. it is the respansiDiit� y of the ccrr� Eroctor to cc�ntact tt� e <_tructural e�g�r� eer ut ' he , � equal i�, width of beorir� p member unless � oted otherwise, appropriote ? irne to pe. form a site ubservoti�n yfsits Ot�servotir�n visiis ta t� P io s . _ � 3. Fioor Construct �on � bv the enginee- ore for determina!ion of qpnen�i con *. nrm, ance with the cons r ' ' >r . A . Proade 3/4 '� thick APA ruied Sturdifloor raied 2�J" o. c. , tongue and ciocumer.t5 and shdl no± be constr�ed as �� spec ! o ; . b"'�'� grc�ove, expnsure 1 . Gau� ond ncii pUne�s to all supports. ir�sioll g . ihough every ntfart �G made to provida o c�+rr- p! Pie � nd ,�� e ,r set o ` � onst-u � ' i :�r � sheathing with long dimensian perpendiculo� te jo�s! s ord end �oin 'ts dncuments, diSCraoanc+es or omissic+ns niay occur. Release oi these dr�winc�.; siaggered. nnticinales cuoUeration ar�d cbniinued corr, munication be ` ween contr�ctor, �i B. Provide s�lid bi �cking oelween flonr �oist� � t ell bearir� n � oc� '. �ons. qrchitect end engineer to provioe ;he t�est pqssiCie StrLCture These drowinys ' E}loeking mOterio{ shC�l motc:h the tloqr joist mo `:eriol , nave been F�repored i�,r [he use of e cuolNied co^ . �ctvr ex�e� er, �ad i� "., e � '� 4 , Roof Construcfien . ccr�strucYion techniques �nd systems depictec'. ' � CONNECTION SCHEDULE I •a . Provide 5 !8" thick APA p; ywo�d :>hea+hing rated 40,/23 , axposure ! . ! nstoll � ` - -- -7-- ----- --------� sheothing w � th ioaq �imension perpendicular do rafters cr trusses ar�d � '. i .`�j � SIMPSptJ �-�` I end ;oints staagered. ;-- - --- ------ g. Ptywood sheothing shoU be aGP�ieo continuousiy over the primory rca ` ;i I (L7; � SiMPSG^� � iTi � � membe: s {rottars nr trusses) belew overfromeo arefls ;o provide cdey�. a . e r,�' --i , f"— �; --I. _ `� �43f �i. N M � �J } _ F3 ' lp - -'---- IGtE:ri71 S '. Oii ! y�. . . . . �.. a . j_ _ _ . _ ___ ' _I ,. . P(OY�d ? N�(1 �'1 ,' SBtSf�t �C '?IfC�" G� St7rDCt`, a ?Of OI � fOOf iO �SIS (7nd C!�JSSea ' / , � � � fQf18fS. �P8 hdfil '1 � oCF£- ',�UIB, / ��I. � � S� ��SC� � � �� �1 iV � i � . �— � i D. �rpvide selid hleck,ng betNeen roof ref [ers, t � usses anc7 IGOkeuts c ! :� il �' . - ' Q � _ SIMPSOtJ ABU56 ` _ i bearing Inwtio�s. 8locking r*�oteria� shail match r�fter, truss G ^� . . : . I I � � ! � ! � IQOkou [ materiat . I i � I i I -�- - " �". ' � � ' `. � l ' U ��; � �,i i SIMPSOhJ �C65 � S. JJind Hra�.frly: f�-. � � I � I � ,=: ^ ! r.1a �_ � ! C ?; I— --` `—'—, F. Watis over 4 feei iona which or¢ sheath�d w �?h gypsam watlbea� d on �� �� I � I . _ ' �� (2) S1MP�0� L 5Q s Vl / ; bot.fi faces and are desianatec as sh, Ppr wa? Is on olan hove been designer; \ I I � � ([) -16d EhDPdaILS EACN LVt i to resist wind forces ;r. �cccrdonce wltn Toble 47-; of ;he JBC. �- � ' designed by �� r � i�, At shear wal!s, ecrew 1 �<" qypsum wailboord to atl studs and + , tue , a \� j f , drown b r� �, � '/ � � �? I y ( W, boMom p!ctes with !!8 x 1 -- 7 /�" drywdi screws ot ?` maxiR ;: nci � r� , � y � �` � (h )`- r��_a�Nr. � � :� r ., c" _� , � ' � � I checked b � . . . . . . — - - . 4 +c � C� �c� A� ywOOU' vr GSj w�� l shca +hinq ;9 required u � 185� SOF.. , � � � -\ /. ' / � � ` . . � � - " � �� . - L " i� � issued P ,- �� Fd r � =r �, ��„ Ft: �� . � i _, . �\�` �� � - � l �'�`� � ♦, ; .� iCl ��lG OS /26 jy � . , , \ - �. � . � , i � _ v � _- j `'�j �� ' i :1 �� FERPl � r � 9 ; 15 %�7� 8 , : � �-�- I ; ;! � � ,� .� � ,,,��` '° ! � �� --- -� � �,�� i �� /` . =: � i �� = i' , �. ``-�,�'� . � , � � - ` `- � (��' � � � . . � _c I _ ` _ 1 i '.. _ �' \ /, ; , i , . � � r��{ •'. I � ?x BLKG -�' 1 � 1� . ' :� ' '"Q MkTGN 1 I � � I sheet _ ! �- � � � i� -�f- y� Ci31 . N$0'o'E � � � I I i j � :�' ; i i � ' �,, I ' l �( �_� I ; � � , � � I � � , ( ' ,1 sc : �� -. _ _- _ . _ _. _ , .; _ „ . . � _ t � . .. � - ..- , - ' _ �.. ....� . . . ,_. . . ��. . � � _ .,. _ . .. . ,�- � . . .. , . - . " - _ . - . . - . �� . - . . e . _ . _ _ , . 1 � . � . . a . . � ... ... _ . .. ... _ . . ... . . .� _ _ '_ ' . . e . . .. . _ . . c . , _ . . . _.r > . . .. _ - . .. . - . .. . . . . . . . . .. . . . . . . . �. �, . - . . . . _ � . i� . . _ . . . . . ,. . 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QO�O . �- ------- - ---_ - - -- - - - _ _ _ _ � � ��i�/// '� ��``� _ _ i - - - - - - - - - - - - - - - _ _ .. - - _ _ - - - - - - - - - - - - - - - ///h�lftlqnln� ` ' _ . . 4,� __ ' G�� � - b �� � �, � � .. . . .. _ � . _ . . � J . . , . � - - ---- ' �- - � �: �- - . ; . . - 1 . � . :� �� , - . - . � � -- - --------- �- � 'I . _ . . . _ . . - - - - - - - � -- - -- - -�--- � -- — �---- - --- -- I -- -- -- -- - -- -- - � - - - � - - � �'�- ,� C � � . � . � � 4� - J� _� � � �� ,., ' - 4 ij4" � 7 i ; d" � T. O. w. _ s9' - s 3/a ; j �------- i`-�- --�- � �, � D- rn � T O.F. = 88' - B I � B �"—_r' � I I � � g � I � U r� �n � Z � ' :� � I �- - - -� � � T. p. W. = 99'-9 3j4 5`' ..�. gi, � � _ � rnrn S5 ' i � � I 7. 0. �. = 84 ' - g 2 1- =-�- � uj O `� - - - - - - - -� � - - - - - - - - - _ - - - - - - - - - - � — � N ; � — �- -,� ,- - - - - — - - - - �li � u � Z � �< I I I i • � I _ sTEF� � I _ 1_ __—____— __—_' Q � ..,.. � � — r.� F. , - � � o —� —=� � I � — — — — 2 - — — — — -'{c — — — — — — — — — � a STEP � — — — — ry — — ' _ � _ � I --� m — J �- — �-- I —T — � I I T a � � — L — � ; � � I I 85' ° _ � i � I � �� � � � � � � , _ � •� , e � T�, a d' - �" -� I ( -.. _ , � -oxi ' -s cor,c ��E� M � z c � � I � S S `� a co ' ` I I �`�' i l4) -#5 DOWELS x I = r � ,n ii � m ro � � � � � �v ��: � p `r �- - - - - , J � � '- � I � � T_ i �n � i � p p o I� i I I 4" :;ONCRETE SLAB ON 4" CLtAN GRAVEL I s I � I � "� _ � ELEVATOR � � I � r:, x � tv FUTUR ( !� � - - fj•• v m I I BASE ON UNDISTURBED GRADE OR ^ i I I SS ' I ( �, 88 iC 112 P�r -- 5� � i --- ---;� _ -_�- � � a ; .� 2 - ' :,OMPACTED STRUCPJRAL FILL PER SOIlS i � � 1 T C, "J = E�$' - 4 I T T_�PLYWD� v j N � � � ENGINEER. RE;NFORCE SLAB W� rN 6x6 - ;.� i I I � I � �_ 4� I I T �) F . � Q4'- 8 � ` , i I-- - - I � y 'r � � � W7 . 4xW1 . 4 WEL�E � V✓iRE �AERIL ` ; � — ^- — — — � —' — � — � — — � � � � I � � Y I m � I I TW?OUGHOU7. PROVIDE 1 " LEc° SA `Nt� OR i L-- - -� � _ � , I I I . �, TOOLED COPdTROL JGtNTS AT 15' -0" � (- — '— — I � . I I MAXIMUM SPACING EACH WA�Y. � — — � — � — — — �� � � _ — — — — � I � �--�, I i ��.. I � — — — � _ I � I 15' - S 'i L -� � �" � I _ � g � ! � — � ' ----�- --- --- 15—�-2~ — t5' - 5 1 2" t0' - 5 t /2�' � �' _ ; r � � i - � � _ ; —�—_ __'``_— 2 J � 6' - '--- � —� s., � I y� i � � ', BEAM PGCK "t� _I ` I _ _ --- - � � I � � � _I I- -I � � _:. �+ � :: - � I � : � . . � -- -- -- - - --- --- - . . . _ :i ,. K : � --f--� - -� —�- ---- - — --- � -�--- �- -- - -- - - - —�- -� --�-- -_ --- - - ---� - �----�- -- --- - -- - - - — - --�— � —}- - - - - - - - I � ; � � � � - � L — J L — J - - ry ' ;� � e i e �-- - -� „ L- - -1 L _ J . i � ' � /� , � � I I � ' � �i � � SLOPE SlJ�3 'i0 ' � ' � et � ri FLOOR DRAIN P�R °, � 5 i E1' � % �_j i `�\ � __ _ J 2 - �� L ;v I � M I ARCH. _ c� l i . L' . . . y5 i --5 � - - -fi- � � I � 1 � ( '� � ! ( I ��`- iT. Q.F = 88' - 8 l � d i _ i � � � - -� I � I l = �' - , , �� � ; � I I � I I ! I • I � ' �—r � ° I I I I ; � � � i ►�--� ; 4 � � � � ------ I I I I S' `'" — — — — — — — � ' -- � � . T.O.F. _ � � � S5 � .J - - '}c i � � _ I ,p� 89 ' - 0 i � I —� — — — — — — I Y T. C. SLAB � STEP � � - � i 3' - (�" k � � � � T.0 r" o � � �.�( �� � ( '�- ---., ; I I ; ! "' I I I � � I I � � � - -�. ti^; >'�' - �� { j � I — — _ ,� � i � I I � . �. � o6 ' - B 'F., �--- ----------� - , � � I I ' � - - - - - - - �= ' ' � , � � ` I I I I � � '� �I � � I-- SLOPE SLAB 1'0 � , � � � I � - � =-- I � — — — — — —� � / ; \ I` �, � � I FLOOR DRAIN PER :` � � � � i 1 � - 4' 4" �= i z 4- --��— ARCH . � � �' � � � i I I � � I ° I I SS I I ' I i ` � � i � � � i I �- - - - - - - - - - - - - - - - - - - - -► I � I I �-- - - - - - - - - - - - - - - - - - - - - I I i I �� , � -- �` ���- - - - - - - - - - - - --- =� � ' i i � �' I I — — — — -- ` — — — — — �- — — — — — — cTEP I T :: . u� = gg• _ 4 - - -� � I k�+ \\\ I — � — — — — -- — — — -- -- — — � � � � T.O. F. I I - I T O .F . = SS'-8 � I � � �`- 5 IR FI'� r .; , , � �� � � � � ! i� . O. N+. = 82' -6 ��� � - � � � � � j I � r� ... lc :, � f __'�. - o.F. = as' - s �V I � ' . f . i ry i . � • � i ! ; {►�--+ ' i � i ^ i i I T . O . � . = 96' - 4 �� /� I I �n I � j a �� I . Cr_ � . = HJ�— � � I I . �' _ i i . ' J I - ����� - -- - - � �5, _ . i ' , � -- -- � •� ' ! � L. � '_.�, z °� corac. aitR —% -Jn I � I --- - -- i � � i z I � �/(4)� �s oowELS - L. � - - - '�,- - =#� I � i � � � � . I � .. � i I � J5 Jl.�i. S , CJ — . I . F� Y �� � Ifl 6° � . �\ ��La . L r � ', i-; � � SS � I $�� _ ' 7 ' - 2 3i 4 1 ' - 2 � %4" , I � , 5- - 5 - d" ' ' a � - 3 � iZ" � � . �„ --�_ -- _ � 3i ' - � Q° — -------� . 3i �- &" 5' - 4�. ; -- - - ---- 98' - S ' - � � ' -- -- - , -- - - - - - -- -- - - -- _ — ---- — - - -- - - - --- - - - - --- - -- ------- - _ __ _ - -- --- ----- --- - --- --- ---- designed by �t �� drown by M �', B ; �TR .� checked by _= issued � = r' RIC < < dG 0 � ;'26i'9 � � = NORT �-+ PERM : I 09I� � i98 ; 3 _ FOUNDATION PLAN 5 � � � � : , ; � �� - , � - o �� � - - -- ---- - . � � SPREAD FOOTING SCHEDULE � P � af��� �� � ' -;_ `, _� .% 4 .. i_- ° � TYPE SiZE -- _�r�FIyFpRCI��G _� i ELEVATi �NS OF C�Ji �CRE �E FOUNDATION Fi �MEN ' � . � iOiCAi[� UN PL^ + : '� � �; '� I .� � -- �:O. W, = TUP OF CQPJCRETE '��Ai_(_ T. J. F. = TOP 0� CJ^dCRETE FnOT1NG � � A 2� - 0 x 2' - 0 x 1 ' - D ( 3) - �t5s z 1 ' - 6 EA. WAY I �'HESE ELEVATIGNS RE�ATE TQ taQ' - 0 AS .A RtFtRENCE E�EVATION A ? TNE � , B J' -0 x 3� -- 0 x i '-0 � 4] - ,�5�s x 2' - 6 �A . SMRY —� M.4W FLGOR, AN� CO NOT REFLEC7 ACTUAL SITt ELEV� TIONS. r— -- � � � PLtiN i?�!d 's x t � – Q �}5�s � 72" EA, WAY c� L_ '— � _ _ 2 TOP GF FOOTIPJG tLEV.1710NS ARE BASED ON FINDWG A.DEQUATE SQIL BEARWG _ GONDITfOtJS A7 THAT UtPTN. CONTACT Et�GINEER IF OVEREhCAVA, TION �S REG�i ��'� :: Sheet ;� 4 3, STE�'S IN TOP OF CQNCRETE WALL IN.QIf.ATED: � �T � . `� 4, COP� i'INUOUS CONCR£TE FQOTINGS ARE CENTERED BENEA7H ;v^NLRETE FOUNGA ; " r.: � � wALLS UNLLSS NOTED OTHER1NfSE . M �. CONCRETE FOUNDATION WALLS ARE 8" 7Ni �k ;: , _' �,pNTINUG:; ' �'OOTiNGS .AR� 5 " � � �FqCN X ' S " `PnDF U ^ ;� c,�� �.:�?rr � iNEf� ,tii �.�_ - - �n _ -_ ' Ir , ° =. 1;7 _ , . , . _ . .. _ _. , . ._, . _ _ , . .. . .�. , , . . _ _ , ._ . . . . . . . � � . . . . .� .� - , . - _ _ ._ � . � - � . � . . . : . _ . • • - _ . . . : .. _- - _ . . , _. . _ � - . � - - - . ., ,., _ . _ . . _ . , _ . . .. . . . .. . . . _ ., . : . . _ , _ _ , � � ; , , _ ,�.� � �E �'o: 2 � co - ° " '�= ' : : oa =_ � -� a�.�� :c � ��b6d� 0� 1 _ O- i ✓ +.. � 5` �. L� �I C ^��' yf ° 1�cF' �, � ��`�c7J;anrtn+ . `�`�\: .. c � m � n m U � � � � 8 Z � a � � S5- g o rn rn � 55 � � ^Q ,_►' Q � �v ; � ~ m - , J � ; � i � � � � I li�� 1 TYP . � C : I I � j � � I I i * � I i � 2r, 1 ? i GGE1 , •,-. � Z O� nN � i j � � I � � � r i _ � ! ' / � � �g� � � � w i � � � � � � � � � � ���� �' ��� � I � �� --�" % � JOI�T�S C NG U a au � � � �I j � � � qr� �. � � ' � ,y+ � rv FUT�IRE � � � WA�L � 0 p � i I � � I � � I ji i � I :, ELE Ai0 � � ; I � � L m � i I I I I � ' i � i � I � I I i .� I � � n ` 1-- � . SHA T 1 � I I ' + � � � ��, � J i 'i i j ' ! ' I , I ; i i � . '� . . -. � I r , � .. � __�., I I � � � I I I I I I � V a. 7 � , I � I I I i 'I I � , �i � ' li �� S� � I I � � I �-C NT . / � I ' I ` � I � � � i i � ..+ , i � l. 1 I i , � � i � i i I ! I � , I � � ' ,;� , '�y� `L+ _ � I , 1 1 ! x15�i I � � I i ' I � I I m f � �� ' � i ! i � I ; ��� � �� ; � � ! j � j , ' �i � � P ' �� � ' a �� I ' � � i l i � ' i ; � ; � � f I I I � 'I i ' I � i � i i ; � i ' ; � � '� i - ' / � � ,�,. - I I I i I � ! 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