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HomeMy WebLinkAboutVAIL VALLEY FILING 3 LOT 18.pdf nee�o pro ject data index to dy HEADAICH AESIDENCE Architectural LOT 18 , VAIL VALLEY-THIRD FILING A 1 S ; te P1 an A 2 Gar � ge Level A 3 Second Level VAIL , COLORADO A 4 Third Level A 5 Elevations A 6 Elevations a 7 Building Sections A 8 Building Sections A 9 Details A 10 Window Details A 11 Window Details n 12 Interior Elevations A 13 Interior Elevations A 14 Interior Elevations A 15 Interior Elevations A 16 Interior Elevations A 17 Interior Elevations Pro ] � ct Directory _ Herdrich ResiGence Electrical OWNER : Don and Fran Herdrich MECHANICAL ENGINEER : Tim Rosen r 71 Old Roaring Brook Road 760 West Beaver Creek Boulevard E 1 Garage � evel Mt . Kisco , NY 10549 E 2 Second Level Avon , CO 81620 Tele : 914 - 666 - 0278 Tele : 303 - 949 - 5556 E 3 Third Level STRUCTURAL ENGINEER : Monroe Engineering Consultants SOILS ENGINEER & Chen & Associates Structural P . O . Box 1597 GEOLOGIST 5080 Road 154 48 East Beaver Creek Boulevard - # 307 Glenuood Springs , CO 81601 S 1 Foundation Details Avon , CO 81620 Tele : 303 - 945 - 7458 S 2 Foundation & Lower Level framiny Pla Tele : 303 - 949 - 7768 S 3 Second Floor Framing Plan S 4 Third Floor Framing Plan & General S 5 Roof Framing Plan ARCHITECT : Pierce , Segerberg 8 Spaeh , Architects CONTRACTOR : GMA & Associates S 6 Detail Sections • 1000 South Frontage Road West - It300 P . O . Drawer X Vail , CO 81657 Vail , CO 81658 7ele : 303 - 476 - 4880 Tele : 303 - 476 - 4433 Mechnaical M 1 Garage Mechanical Plan M 2 Second Level Mechanical Plan M 3 Third Level Mechanical Plan M 4 Snow Melt Plan M 5 Mechanical Specifications & Equipment �, .�� �, �,,, , � ,.�, M, ..� abbreviations Y Yc� �IUYr (M) ��ml p� ��r w I�t IR Itw p�u Id Yrrn A WI[ Yr �[ rNti�Yr �kqr Y yll� sq �.a.m. y .r .w� YI �pw� II�I�RY /Im Vy� y���l Aj� 6L �Wl�bt RIY Il�pn�wl NY Yr�mY W 1YOr�{Yy 14Y �1�p11�� �.l.p. 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SECI'ION � St1FFT WFIFRE DRAWN � ASPFiA1T PAVWCl/ � SAND. PL.ASI'ER, ❑ - -W�— WATER LWE w O� MOPI�ENf QQ OADBFD MAl"L OYPSLM 80ARD Denied O ❑ 0 0 � AE[ERPIL � �� � � CONCRETE � BATT NSULATION --e-- E1.ECTRIC LME � � - -o-- CiAS LWE o � AM�iOI.E � p�p�. BLOWUP � �'�- ��� �vA77pN MAftK �' 100'-0' Va�iditv of Perrr, it A --*-- TELEPFiOP1E IMIE r � CATdi BASN -� SNEET WIIERE DRAWN BRICK RIGID NSULATION S2C. 3i;, (rl 79 U . (�. C. r.e : : -< ,.f� :;rq:� ; t;ng of a permit or approval ot plans �:cr�� :�:�:,� -, � . � ,�-• r� �r.,,struad to Ce a .. O 11EAN011T • � CONCRETE BIOCK � �YV�� "t permit fur, �� � p�►�(� � •� � WOOD STl1D .pr�vzi of. an v�o;� ion of any o� ihe provisions of this 1 TITLE OF DRAWING � of any cther or��nar:ce ot tha jurisdication. The issuance e - - - - - - - L�dT OF WOWC RAM'A' � OUTFALL/ FEADWALL /� DEfAII. CUi AND Q� DETAII. NUMBER DRAWRVG 7TfIE G°'mit hasatl u on � � � SECfIpN v! S�iF�-rNUMgFR �1 1/4' - 1'-0' � p,43 � CUT8TONE � METALSTt1D ' ��avertihaGi!np� oificalc'from� ih^re�fdieriheQ�a�Bsthe �T� � 7 � action of errors m said plans, specitications and othe- � � I CROSS REFFRET�CE ruw•�' BORNG LOCATION �— SG41E OF DRAWiNG � STEEI EXISTNG TO REAMW o w �oK X DQSTTICCi TFiE� E1.EVATIONS `-- FIEVATION NUMBFR fl'EM NUMBFR - _ - - (' � ` i / gC� 1K TAEE TO BE F1E�AOVFD � �- SfiEE"I' 1YHERE DRAWN �.SHEATNN(i - - - - -REMOVE EXISTWG vr vr r � TAIANC�lJU1T10N POfrf ELEVATKNJ � REIA7'ED DETAII. NUMBER , .. . . ..... _ - � � RELATED DETA[l. CIJI' �- DETAIL NUMBER � •-y�.� "'�""'-+-- - BF1AW OR A80VE � SIiEET NUMBERS � � � WOOD �; � a D � �-���. ;-..0 � � _ - NOHTH ARROW � � � i a � n .;i � `� � -✓�" '� '7 � � <� lMSOPFtY C�LASS � y � � , `° �/ ' _� , ;:' � i ROOM NAME AND NO. NAME � t nu�tseit Ft,00a ewse wwu. ca,c. ct .�. Kr. �� sn�cco � ; � �^�� �� �i f !,`�� t p i � `'Y - �� _._----- .DAT � -, , � t--- --•- - -.____.__._ __.,. ..._ _..�.�., ..�.v. . .. . 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MARK LOI:ATION IYPE NLUTH r NtIGHT � PIIICKNES MAIERl.�l. F�RAME H.11tDWARF REMARKS I . .____'_'__"__"____"______'__ __""""_"_"_____'_"'____________ '____"'______'__'_"'__"_' - "_""'________'__"""_""__'_'_"'______""____'_'___________"""________'__'_"_"___'_____'__"_'___________—===—vv"'vv_=v_c__'__'_"__v_cv = l l04 Vescibule A 3 ' - 6 " x 6 ' - 8 " x 1 7 / . " Nood/ Cless fiD Entrance � �� � I� �� �� qI � �i A� I � �� I I � I �� I I �I p, � CI� I I �� I li 2 103 Ski Room D 3 ' - 0" z G ' - 8 " x 2 1 ! 2 " Cedar Faced WD Bntc�nce � � � z � �.' OZ ,/ Oj.. ✓ "� 2 � ' Z �Q �' " � �." G �3. !/ ' ! �, ' �f� '0 3 102 Merhanical D PR 2 ' - 0" s 6 ' - 9 '• � 2 1 / 2 " Cedar F�ced HD Gummv Ni [h Roller latch Lock 4 ] O1 Garage B 18 ' - 0 " x 6 ' - 0" Faced FD ey M�nufaccurer Oeerhead lnsula [rd , Au[ o a � " �� I Z ' Q �I � I� �II � � I ' � �� i0 - � II S 107 Ski Roum E 3 ' - 0 " x 6 ' - F ^ x 1 J / L " Ko� �d wD En[ cance 6' lClos^r 8 Smokeseal � � hKP1°otr Con[ rol �� 104 Ves [ ibule E 3 ' - 0 " x 6 ' - 8 " s 1 778" Nood F'P Passage 7 106 Closet ' F PR 2 ' - 0" x G ' - 8 " x 1 l � H " Wond l.'F Uummy Wi [h Roller lar�. h ' � o' _ �II N 307 Close � F 3 ' - 0•' x b ' - 8 " x 1 3 /8 '• Wnod wD Dead bolt w / pass:ige — �� �� 108 Rec . Room F 3 ' - 0 " s 6 ' - 8" x l 3 / 8 " 600d WD Priu:�cy 1 � 109 Ba[h F 2 ' - 4 " x 6 ' - 8 " x 1 7 / 9 " Nood ND Privacc ' il I10 Shower G 2 ' - 0 " . i ' - I1 " Al�m . / Glasz ALUM By Manufac [urer _ihowerlC �earllcmpered 12 111 Storage F 3 ' - 0 " x 6 ' - 8" x 1 7 /8 " Nood ND Scor? rooin W� Closer fi Smokeseal 13 ll2 Mechanical E } • - 0" x L ' - & " x 1 3J4 " kood H!4 S [oreroom WlGlusrr 6 Smokescul 1 Hou � � : � 202 LivinR Room C 3 ' - 0 " x G ' - 8" x 1 3 ! 4 " Wood ;Glass WD Passage W/ Dead e�� li 15 202 Living Room C 7 ' - 0" x - 6 ' - 8 " s 1 3 � 4 " Nood/ Flass WD Passage M1Drad BoLi Ih 204 Powder Ruom f 2 ' - 4 " x 6 ' - B" � 1 3 /8" IGOOd GD Privacy I7 20i Mas[er Bedroom F 2 ' - 8 " x 6 ' - b " s 1 JIA " NooA ND Vrivacy THIAD LEVEL PLAN 18 zob Master Be�hr�o� F 2 ' - 6" s .. . _ a .. � I 3 /8" Fo�d � Pr :���,. oate : �� r, � � 15 207 ?oilet F 2 ' - 0" z 6 ' - 8 " z 1 J / E " Naod fi[� Privncy 20 209 Linen f PR 1 ' - 3 " x 6 ' - 9 " x 1 7 /8 " Wood WU Uummy Wi [h Rolier Latch 21 208 Shower �; 2 ' - 0" x 5 ' - ll ^ A1wo . IGlass ALLM By Maoufacturer ShowerlClenrlT��mpered , 1 2: 211 ki [chen F 2 ' - 6" X 6 ' - 8 " x 1 J /8 " Nood ND Passage PTOJCCt f10 . �jpQ v SCALE• 1 /4� - 1 �R/u Z � 213 C[ility F 2 ' - A " x 6 ' - 8 " � I J ! 6 " 6"ood ND Passagc • 24 21 : Dining f 2 ' - A" a 6 ' - 8 " � I 3 /8 " Nuod l:D Pocket La [ch Fockei :S 2ll Fi [chen C 2 ' - 8 " x S ' - 0 " x 1 316 " l�oetl/ Glass KU Yassage W� G.:nd Bult Drawn f7Y . �� 9 � :6 302 Redrnum li2 F � - 6 " x 6 ' - 8 " s 1 l / A " Wuod M'D Privacy � 27 304 Ba[hroom F 2 ' - 4 " x � b ' - 8" � 1 7 / B" Wuod M'D Privacy . 28 303 Close [ H 5 ' - 0" x 6 ' - A " x By Menufacturcr Mirrured 29 306 Bedroom 7f3 F 1 ' - (, " s 6 ' - 8" s 1 J / 8 " Nnod u� Pr ����,� Checked by : � 30 308 BaChroom F 2 ' - 4 '• N x b ' - 8" s 1 7 /8" Wood WD Privacy 3 � 307 Closet F , � j. -O s 6 ' - 8" x 1 3I8" Wood WU Dummy W� R011ea Cn[ch � 72 JOS Linen F PR 1 ' - 6" s 6 ' - 6 " x 1 7IN" Wood IJD Duuuny Wi [h Roller ta[ch (.�,� 33 309 Bedr000i N4 F : ' - G " x 6 ' - 8" s 1 3/ R" Ltood b`D Privacy JIFeI Qf 34 310 Closec H 5 '- 0 x 6 ' - 8 " � By Manufacturer �����'� 0 35 311 Ba[hroom F '? 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' � � � o � i0���� � Dem�er. Colorado 80202 I I � � 301 6?3- i355 , 1 - IZ <�A" ^ r 4 'i �}�C-'!� _ � 3 �r 2� 3 . � �� CE�f'I''1 �G � �'�E �'�"IIG � ,ti `� �F+ ow��- .�bEz- � GE�A "IIG " � - l�ji �'� �'`�. :�' , �� �.�� �.� � � BATH-311 ��- � �n� �__ _ � �� �a- i � � No �E{z_ n°� + `r�T"�� �R-'�•�w � � '� r w ; , � U . � � Z i° = , : —_- _ �- - �-- w o �m� Hoo,�y _ _ r;� . . . �,,.�;p.�� ---- - - I ; - � � i Q Q � --�� I x I lI ' - �M ' I , _ �M,G, � ' I I , . . ; � I � , . � I ,.�, � I �° �[�j_] I.�.i �`�- �� � � � ' ; � - _ - . II ^ � 1 - . _. , : � - � � ° p � I � r-� ;-�' �� , �— • I - � — f— -`-t�- � � � � r . ; � I � U , - , � I � f _ , � U � ' � � -_ - — � P � , � �� � U � -��-� - �- , � ! � , � ir � � I �- � . � � � _ � � - - � - � - � - � '� �_ A � -_ � I _ '' _ Q � � � � � 4, 1 � _ a����� � � �, 2 - ;-� c�.�: 3 4 Q DRESSING �i w � Revisions : — j�� , / \ - �' . %/ /� ' ' /!/ \ \� ' �/� � \ � ' �\\\\ � � / �� - , � ` � _ � , , � � \ _ I _ � _ � ' � � � A . 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Box 2313 � Bea ��er Creek, Colorado R1620 / / _ - . - - - - - - - - - 303 949-6049 / J� �j Pj � / - / _ 1/ ' � � - - - - -� V',` / I - � Denver Office / . � I �� I l�� bor Center Suire 515 / � �/� � �` , I200 17th St . � � Dencer, Colorado R0202 � � ���.-IHI � � �-� i J � -oK � � �03 bz3-��ss � �v�'� 'e �� I � r�i`� � � P�r�- , � , I`�, I � � � � � i "�NUy�c,ru¢8�� � � � i / �'`� , � / �i 1 � �� � � ' `°(� l.o�l .�o�s,�� � -- - — — (�, I � � 1 � � / � � � � - YJ M�1 � �i�-t� I�ItJ-� TS � � _ _ _ ` � °��� � �µ r-: - , C P �� (� � � � ��. ri�s� — — - - -- � wP 1 � �J � ` i � F-� ' � , � / I �.7'fl-E IuGH Tf� � � 'V � --J � � / tat9�(O� � � � r _ _ — — - - -- - - -- - - - - - ' �� ' ��+�7� � ♦ -�'� _ _ _ � -T.• � � , _ , ' � .- " / ' � z , �- . v / Q � � ,- - g � M � E3 � I�a°�� ��K / � � � w F�i i� � � � wFl" � . ; , � , � - -� � � . � , . , , � � , — — �1 oT�, O � � � ` � F � i� � � � r�2- � � + , � � ' � � , � � - - '� '� � �"��-, u�r � x � r-- _ J V � �� w ��� R , qn, \ . 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I� \� �%; .� � � — a� �a- / / 3 — — ; � - � � �f I \ � _ - - —��_ - - - _ ' F -- �' i i � g �� 1 � _ I _ - — —. � i � I � _ — � � . , I � � - - , � _ � � ,- � � - - - � � � � - - �— � �- �� � � i � � � , ' _ I � � � _ ' - - -- - - - - - � � � / , _ I � / � ��\ � �- 1�-I P / ��� \ � - � ' � /� / � � � ` � / L---� _ _ . _ - _ ___ / / - . _ _ _ - � � � � � / ` '� C�) �o� .�o �r�6� , � Y� �i ��rTs T'o �E . � �'�� ✓Q:I•TGi7 � / � / � ' GAAAGE LEVE LECTRICAL \ SCALE: = 1'-0" � C '+ � Date : � il \ \ \ / -- _�.r.__. _ . . _ . ._ Project no : G.�oro �( �"`� t� � � ti � ,� t_; �' _;� Drawn by : � � . . �,, ', "�" O W � � �- \I�, � � ' Checked by : ; �� Sheet Of � � � E1 � BY ._- --� � -� . ...._..--_ _ -_ --.. __ __ _ DA7E_:_.. __._. � . s ' - _ �; � z i ¢ m � � Pierce , � Segerberg & _ � '� Spaeh ,\ `,. \ Architects � '� P. C . • A . I . A . I/ti f � I I� V�✓ �\ \ , \ �� � o_o � \ ARCHITECTURE PLANNING -- ��� � � �� INTERIORS � I � \ Main Off�ice � , � �� � � \ IOOU Suuth Frontagc Road West � � " G � � V vuiL Colorado SIfiS7 , �- + . ` 303 476�433 � _ � � ' � - - — — _ � � �L � I - � - -- -r-- - - \ � . \ . � �✓� — � � Heaver Creek Office � �j � � 1 � P.O. Box 2313 , � � ; �0��� �� � IGK �� � � — - - ,� p � � � Bca ��er �Olk9 9�60491oR1630 � b��O4.1 � I��f 19 �� \ � I 4 . r � � � i �� 1 ,, � � � �� � ��� � � � Dem�er Officc I � \ .� � '�� � I Tabor Center - Suite 515 I � I 1200 17th St . � I I � � � ��� � � Dencer. Colorado R0202 � J �oT �L; 30i 62l_7355 � � - 7! � — -- - - }o aM� i t7fi F��-+BR- �I I I I �R' �SrCAr'I � tl � r' � � I 1 � I ( Y, � �,���°G� � � � I-"� I ' _ r/�' � � �� 'v — v � ` (�, � - - - � - { � � -_ _ I ��5.� _ � � � ��-� � �' � � v �-_ — . _ - - _ _ . - _ . _ - . _ _ _ . _ _ _ __ — . 1 d �✓ � _ �J sG. 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HERDkICH RESLDENCE ARCHITECTURE PLANNING , INTERIORS � tiYMBOL DESC �RIYT1Uti MpNUFACTURER - -- ----- ---- ---- - - --- - � - ------------------------- --- -- --- - --------------------------- - - Main O�Tice � - - - - - IU00 Suuth Frontage Road West d Surface Moun [ Opali [e by Ligh[olier a�6792 �'ail , ColoradoR1657 ( 32 / 40 wlCircline ) 3p3 . 476-4431 I � � f? Recessed Ligh[ 47T w � Coilex Baffle by Halo i ( 75 W Far 30 ) White i' rim- P c' Bcaver Creek Office ---- C, ihower Ligh[ Albali [e - H7T by Halo P.O. Box2313 '�' �I�� � � ' ( 60 W Al9 ) Whi [e Trim- F BeaverCreek , ColoradoR1620 � � � �Tr � � � / 303r949-6049 � U Trough Ligh [ ing System PTS by Ligh [alier Pelescoping \ � I � I / k . Exterior Backet Lights " 7he Cabin Ligh [ " h� Nornl DenverOffice \ � I An [ i que Green I Tabor Center - Suite 515 � � i I - - - - - - - - - � 1200 17th St . i � F Surface Moun [ Lumipleh 1f13 � 50 b�' I. iqh [ olier Denver, Colorado RO?02 � -�- � � I � � 103 623-3355 � ( 2 - 40W ) 1 x 4 � / � � \ G Suriace Mount Circulume 4t6717 by Li [ gh [oliec � � � � � � � � �� ( 2 - 75W ) , � � � � _ — - H � loset Light �. IrTLI'v , f.JGt� ,yu� �p(�L NIOU� j' LLI0��5G�G�.1T � � � � � , / T� ? \� � . 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A . �� \ ARCHITECTURE � � , PLANNING INTERIORS � �� � � � Main 011icc � � 1000 South Frontage Road Wc�t \ VaiL Colorado H16$7 � ! l03 476-4477 I+1 � ` ' \ ,�� ` � i \ Hr,n�er Creek OI(ice V �� � P. O. Bo x 2 i I i � Rc:ncr Creek . Culor.iJn ft1620 . � if11 �).7y -(�I13`) � _ �� �� � , 1 , � , � ' � 1 )cn � cr OIficc. C� � I I ;ihur C �cnter - Swtc 515 \ �'p S �yo �.R'1r.+-'r a'f � ` rzoo rni, s� . � P o � ��T� 1 �`J � ' I � Ucnccr. ColorudoX0202 1 � 701 623-3355 1 � 1,0 '�5 {� ° ' pF� C.�. 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(�j� Cb'•o� �' ) � (�a' � '� \ � �` � 7� + + • - ��� \ � � � yl �b )�,�� � ` �� � � \ � �� �� �� � �' � , � ��, � ����P��k �3L �� ` � \ �'� \ � � � � � �� \ l„lp� I�l,-1�^'�' �I�I :"v,ll'�1��-r �oME � � �� _' A �8 , � � � � � �. � � \ � �� � � �-li�-n�lc� �SII�� GE � � � -►� �� u��,.., r � � �E� � �� � � o � 1"I �T � N z � � � � � Dat 2- I - I '�`� I � � Project no : �j � OZ 4G 4. t_!E t ..�! � , �?t` r,s:� f�, � y �� �.,/ � �, � `� � Q� � � Drawn bY : TJ2 , � , � -'- O ` � � � O r v� � � Checked by : �,� \I v f � • �t Of DATE.. -° .:.._. . s q c o eY � � � 4' __...:�_.�-..._...__ _ _ -- ----._. � . � � � a m Pierce , Segerberg & Spaeh Architects �� . c . • ;a . � . ,� . I _ I ��( ! � /�I 1 I l_ -i��l� � I�.l I �M Li � I I�I �J I � � K ( lil 'I E( ' TI NF Pl . .a \ '� 1 \ (: ;✓� �y /� [ /� � I \' TERIORS � ��� � CV� � I I ���I � � �1�� `�J���.�� f � l_F-` � � � � �� ' Nerdrich Residence Mechanical Equipmeut List �1ain oni���� Vail , Colorado luuu �� � mh Frontaec NoaJ N�c.t V�,nL C olorado 7+ 1657 , B1 AND R _'_ B� � II_IIiS I ��kO RGQUIRED) : Cast iron atmn �� nheric boiler vith � � Ieetron : c 3u3476-4433 DIVISION 15 - MECHANICAL 1 . 1 � BUSMI ?TI1L8 D . Miscellanaoue Piping Notess iynitiun aud 10 " diam�� ter vent Aamper for eac•h t�oiler . Provide with slnndard SECTION 15000 Nlchln 11 da • after award of the contrect , ■ ubmtt tAre� ( 3 ) i ) Pi e su e�] uipment pacl.aye . 591 MBII sea leve ] input e�ach . Rurnham NR108 or H . R . :mith y p ppo [ ts Wire , etring or perfo [ ated metal Neil McLain eqnivalc� nt . Contractor to set up controls to allow for single or �tc+� � rr < rrckc�� ilcc copie � of th • following to the A� chitect tor reviews etrap will not be permitted . Uae plastic grommets dunl fire . �' � � F;" � '- � � ; GENERAL PROVISIONS for hydronic piping pasaing through wood joieta . it,:� � � rc '� �•r �. . c '��I �,�;�d �� sit�'u A . A complete bound manuai of all major mechanical ite�ns of Soldering of pipe to pipe or pipe to atructure ie not ;, , , ,� �y_,,,�y,� 1 . 01 SCOPE equipment and materiala to be furnished and in� talled on permitted . I� l "1ATN HEATTNC WA1Fk CiRC . FUMP .4 !JD IN FIAOR HEAT CIRC . PI�MP : In line cact this p [ oject . irun � • irculatur with : " cast iron flanyes . Cruudfos tUMC 50 - 160 . Fill hou�e Work shell consist of furnishing all labo [ , mate [ ials , and design 11 ) Alla+ fo [ quiet controlled movement of pipe to heatii �y s } stem to J �iB propylene ylycl by systen� volume . Bell and Cus : �� tt �, r necessary for the installation and start -up of a complete and B . Identi [y each item by manufacturer , brand , and trade avoid distortion , damage and improper operation . � >� �, � � � � �� � � �� operating mechanical systems . The Contractor shall coordinate name , nu�nber , aize , rating , and whatever other data Se Anchor pipe to direct the movement due to expanaion Taco equivalent . ii :� n��rcrn�� r - s �, � « � u work under this section with all other trades to asaure that all neceaeary to properly identiEy and check materials and and contraction ao ae to avoid undue stress and noiae izooi �� ntii . systems are complete and operating . equipment . The worda ' ae specified " will not be oc ezcesaive motion , P2 : NOwMEI �T rIRC . _ PU!iP : 1n line �� nst iron circulator with 2 ° c' . i . fl ,� uyes . i ��•n � � r . c ��i�,r:�d �, �n'o ` Considered euffiCient ldlntificetion . Gruudtos MuMf 65 1 � 0 . Fill snowmell systrm to 50� prop } l «� ut, yl � � •� , 1 b � :; � sl � �m �u ; r, � , - : ?i5 1 . 02 CODES AND STANDARDS 111 ) Inetall i ee to clear all beama and obstructione . C . whece materiala or equipaient are to be subatituted , p p volum�� . Bell and Gossett or Tacu eyuivalent . Com 1 with all a licable codes laws industr standards and Do not cut into or reduce the size or ' � ad carrying p y pp , , y provide complete data ahowing performance , quality , members without the appcoval of the Architect . local utility company regulations . This project is under the dimensione , and conformance with apecification NXl DOMESTIC HOT WAfER NEAT' EXL'NANGEk : Copper [ uh ^ / copper shrll I� e .� t rx �� haug �� r . � urisdiction of thel'ou'n oY Va.� l b � � �� � �� clePar { rv� �n { , cequirements , ( project inatallation drawings may be a iv ) Heating eyatem piping and heat tranafer fluid piping In :: t .all with fluat veut . Everhot p13 lon9 super or equivalei � i . condition of final approval to aubstitute ) . 1�11 ., hall rise uniformly in the dicection of flow . At substitutiona shall be clearly identified . every high point in piping , provide an acceeible manual di [ venC . HX ° SNOWMEI .T HEaT f. Xi' IIAtiCFk : Ue :; c• riptiun per flXl above . Fcr� rh � � t q1G I ��ug 1 . 03 DETAILS D . All submittals shall be marked in detail . Acceasociee , super or equivelent . options , configurations not indicated or indicated v ) Inapect each piece of pipe , tubing , fittinge and Minor details not usually ahown or apecified but necessary for erroneously shall noL remove the responsability fro�n the equipment for � efects and obstructionst promptly HX3 IN FLOOR HEAT III � I F'.X ('HANi � Fk : Uf• srriptiou por ffXl .iGuvr . Fvrih � � t qN the proper installation and operation and /or conformance with Contractor to provide equipment meeting project remove all defective material from the job eite . deluxe or eyuivale � � t . codes or standards listed hecein , ahall be included in the work . requirements , performance speciEications , space limitationa , etc . 1 . 04 DRAWINGS 1 . 03 SHEET METI�►L AB ] STANUARD HASEf40.4kU lC0"11' LETE: ) : 1 / 4 " cuppr� r tube wiUi �' 1 / B " x ^_ 1 / ; " fins E . Place orders for all equipment in time to prevent any at 60 fins / ft . 7 •10 Rtuti / ft output at 180° AwT et 1 . 0 cPM at sea level . Pru� ide Drawings are diagramatic and indicate the general arrangemente of delay in the construction schedule or completion of A . Provide 26 ga , ductwork for combuetion air , bathroom 18 ya . euclosure and all necessary trim pieces , wall supports and mow� tiny systems and work . Do not scale drawings . Examine all project project . If any materials or equipment are not ordered exhaust , dryec venting and range exhaust systema . 1,,, rdrare . Prime coet tini :;h . Aryo Feuel Trim or equivalent . drawings to veciEy and coordinate epace conditions and in time , additional charges made by equipment Conform with the requirements of SMACNA in regard to requirements , clearancea , finishes , etc . manufacturters to complete their equipment in time to materials and methode of conetruction . FV FI:c�R VECTOkS : Prnvide two ( 3 ) cc.�wilete recessed floor vc� ct �, ir ,, t w,, :; t �� i meet constcuction achedule , together with any apecial � A . Drawings and epecifications are intended to be handling chargea and respoaibility for project B . Provide approved flex duct connection to domestic clothea U ��droon� as manufactured by Regyio Rogister Co . Model N� , . 861� wiUi t. i " � R " complementary and what is called for by one ahall be ea completion delays , ahall be borne by the Contractor . dryer and run solid ductwork to termination point , case iron grilles . called for by both . Bring discrepanciea , conflicts , oc differences in job conditions and drawinge to the C . Provide end inatall listed type ' B " atmoephe [ ic vent FT BARG FIN TUBE_ 7 / 4 " cupper tubc with 3 " x l - 1 / 4 " [ ins at 98 fin:. / fl . 790 attention of tha Architect for clarification before SECTION 15100 syetems for boiler and water heater . Inatallation to be , roceedin Btulilft output at 1r10 AWT at I . 0 CPM at see level . Pruvide espanciuu h , � uy �• � s P 9 • complete from appliancea to an approved vent cap . BBATING/PLUMBING Conform with code and manufacturer ' s lieting foe as ue� ressnr } . Slant pin type 11 1 or eqniv ,ilrnt . keterence Archit ��rtm , � i 1 . 05 EQUIPMENT AND MATERIAL clearance to const [uction . drauiuys [ or details on wood eiiclosure aruund [ in tube . 1 . 01 GENERAL Equipment and material specified by manufacturer ' s name is to D . All bathroom and range exhauet eyeteme ehall have a eatablish a quality standard . Equivalency of substitutions Mill A . The projeet apecificationa include epeeific materiale and barometric back draft dampec installed at either the wall NI IIUM7DIFIF; R : Ducted humidifier witl� humidistat and saddle � al � e . Locnte ,� s be determined by the Architect whose decision is final . vorkmanship , as well as performance apecifications . � � r roof ) cap . shovn on plens . Muunt with vibrati �.n� isol ,it � � rs . A�� rilaire N350 ur equival �� nt 0 . 9 an�ps � 170 / 60 / I . 1 . 06 MODIFICATIONS , B . The completed project may be randomly tested for 1 . 04 PLUMBING , compliance with performance epecifications . F1 TYPICAL RATfiROOM F'XHALST FAN_ F�w c� apeLle uf n��� ciny 75 CFM at 0 . 77 �i " .^, . P . �� t Make reasonable modificatione in layout , arrangements , A . Provide watec meter epool and preasure reducing valve in sea level . Mount fan with vibration isul ,� turs and cuntrol from wall mo�mted attachments , etc . to : . 1 . 02 HYDRONIC HEATING PIPING accordance with Upp� [ Baqle Valley W i S Diatrict ' s oN /oFF switc� h . i � . n� sition frnm 10 " x 3 1 / 9 ° fan outlet to `i " row � d Jurt . A . Mainatin maximum clearance for head room to exposed 11 . Above and Below Slab : [ egulations . Provide metal yrille nt f � n . Penn 7,ephyrette or eyuivalr� nt . work . e . Mat � r • ervice 1 � und� r � lab to be T " • i ) Pipinq : . w p p yps R copper , F7 STAIRwELL EXHAUST FAN : Fan cai,nble ofM�vinq 700 CFM at 0 . 5 " ; . f� . a � s �� ,, B . Establiah ade uate clearances for the installation 1 . A ,, .. � e Grade : Type M copper , 95 - 5 eolder . soft , 95 - 5 solder with w[ ought copper fittinge . Intecior �, q 2 . Below Grade : Type • R ' copper , eoft , 95 - 5 or hot and cold distribution piping to be Type " M " co er , level . Mow� t fan wilh vibration isolator . end c• ontrol frnm wall m�nwiod of suspended ceilings and similar wock . compreasion fittin9e only . hard . pp rE� vNrse artinq t st ,� � that t �uns fan on . P�• uu z �� phyr pz 1 .^. � Tn.4 or equiv ,ilent . C . Verify shaft , chase and double partition clearance . li ) Pittinge : Wrought copper with eolder joints . C . Naete end vent pipinq above slab to be schedule 10 ABS Space to be adequate for installation , but minimal . ' Cellular Coce ( ASTM F628 - 87A ) or PVC ( ASTM D1785 ) pipe D . Notify Acchitect immedlately of any conflicts with 111 ) Unions : Standard wrought copper aolder jointa with end fittinga . Urderslab vraete and vent to be hublese wock of other trades . copper to copper aeate . Uae insulating uniona foc caet iron with approved no-hub couplings . ( Bid as and Revisions : non aimilar metals . alternate for under slab waste and vent in schedule 40 , ��� �{�,�j J � II ' � � E . Conform to code or standard requirements . ABS ) . All interior vertical wastelinee to be no-hub , "' "' ' �' '' "� " ''""' � . CaHt � LOfl . Plumbink'. Ficrm�e b�hcduli� 1 . 07 SUPPORTS AND VIBRATION ISOLATION B . Pipe Ineulations --- -�--- �--- - - - - - D . Refer to drawing for notea on natural gae piping Purniah and inatall all bases , hanger , anchors , guidea , aupports , jnaulate all hydronic heating piping as noted below : materials and inetallation . siuKSOesceiPrioN and vibration isolation for mechanical equipment and piping . i ) Above slab hydronic piping ehall be insulated with E . Pcovide and inetall 4i lead eheet flaehinqe at all s-i Cax[un � ���i�ss h zzio n��n � �� � ie ° , ���«r5 � w�� � c� . 1 . 08 ACCESS DOORS 1 /2 " thick cloeed cell foam inaulation . plumbing ventetack penetratione through the roof . Fauce [ s : Chicngo �cb- � n cvn c���,z niaa� handles and � ��_�� �, n�,,,,, w ; , i,, ,,, r r � �� r ��� . Minimise plumbing vent penetratione through the rool . Furnish access doors ( approved by Architect ) and provide to 11 ) Below slab hydronic piping ahall be insulated with s- z �oF :. cu�e General Contractor for implementation in the building . Access 3/ 4 • thick vapor - tight closed cell foam inaulation or F . Refer to the Architeet ' e plumbing fixture schedule beloM 5 - 3 Jus[ Sti 171 !r :�GR . doora should be provided in all locations where access is equivalent . for a liating of plumbing flxtures . Provide chrome ea„�ec : cn� �,�k�� zoi -cvr+n- r � -_ i � i.r � n� �m, � n � .�� �� n:���a � �� - w� � d�� �r� � �.,�� ���� si��:o� . requiced . eecutcheone , atopvalvea , vacuum breakers , supply tubes i lii ) Bid and provide ae and add- alternative 1/ 2 • thick and all mounting hardware for the lnatallation of all s-a e � ooke ; � ie , n��ei Ki941 cs n� ie � K�,ni�•� wi, � c � . s� ir rtmnunp. . � C108@a C211 foam insulation OC e uivalent OII aOl0E8t � C fixtures and COU f1 � � O8 . Inetall fixtures � A accordance Faucet : Chicngo 200-CN9A- 717CP chromo blade hnndlc . KiAe spre.�d vith vhite spr:�)' . � 1 . 09 BALANCING �7 9 vo trim rine . hot water lines only . with manufacturer ' s rouqh - in and aetting requiren�enta . A . The balancin of the s stem shall be art of this s- ; c,rc�� � .mie�s �-zzu �:�niP � . 9 Y p � � � Fauce[s : Chicago i46-317 CP8 G � ass hladr hauJle nnd rs�'utcheons wirhout trim � � ng . contract , include in bid the cost of balancing and G . Provide a domeetic recirculation pump and 1 / 2 Type M w �n� sN�e�a . adjusting . C . 6eating System Performance : copper line to the maeter bathroom at the main level . >.-b Ba [es pnlished hrass bar sinA CS .'00 sclt rimming . B . Furnish and install such items as thermometer wells , The heating eyatem shall function from cold etart to mexi�num heat 8 , Refer to ateam generator manufacturer ' s inatallation e,�« � : r.ns ��e.� ;o-e� - � n rPS o� �ss b � .,a� I:anAl �• � < < n<.�t < < ��� � � �q pressure test cocks , access doors , etc . , as required to release with no pipe , pump oc boiler noiae audible within any inetructiona foc recanmended materials and methode of allow teat and adjuatmenta to be made . occupied apace . The system ehall be checked for proper plping ( if applicable ) . perfocmance under heating design conditiona . ( 75 ° F interior � ro�LFrs �,escecario, 1 . 10 OPERATING AND MAINTENANCE INSTRUCTIONS - 20° P ambiertt ) . . I . ROOf d [ d1n and deck drain piping t0 be no-hub caet 1 [ OR �► ith approved no-hub Couplinge . � r- i w� uwo,� cn . n�,e�>> n- � s �;o- F�.e i„� wni.�r . un � � � . Deliver opecating and maintenance inatruction to the owner on r- : c�ee, ��• � . M„�iFi �- aco� - ee ��� r:��ni� � tin , < <� completion oE the work and instruct the owner in use of equipment described in the manual . 1 . 05 FIXTURE SCHBDULE TUBS DESCRIPfli.s 1 . 11 WARRANTY A . Generalt TB- 1 9endu [a . `fodcl K- 505 nnd K- SOG by Kohler . 6'hi [e . A . ALL materials and equlpment shall be II@W unless 1 . The CORtCACtOC 9f1a11 furnish Afla install all fixtures Faucet : Chicago 749-8-) 17 CPB leas shouer head . Brass Glade hanAlc . Uivertrr :,n spaut . otherwise specified . Guarantee all workmanship , material � and rough- in acco [dinq to the following fixtute sn�W�� head : Speakman Brass 52152-SD-02 PBL . and equipment and replace any found defective without achedule . llafe : 'L- I - I � ' � � cost to the owner for one year after final acceptance . 2 . All fixturea and ecceaoriea ehall bt bolted eecurely re-z mf �ntcr be[h kohler K- 1486-H . Ylhi [e . K-9696 trim . R-9596 Grip �a ; is ( Systems failure dne to misuae , abuse , oc lack of proper to well and flooca in accordance with the K-9s99 Alce�oa tacn cT�� kit , polished brass . maintenanee not ineluded ) . manufaetueer ' e coughing- in and setting requiremente . P�"'�° ide Grohe hand held snowe� wi [h tub deck sco, aee and holAer poi :5nea n�a5s . project no : � I (� Z 3 . All exposed pipea eupplied to fixturea shall be chro�ee B . Each warrant for lon ec than the one SHOWERS DES�RIPTION y g year deacribed finish . ( oR voueHm � s..yi � � Avr�.� c��7 F" 1' F' �. PP � � � � E: � � above ( that come with equipment uaed on the job ) ahall be 4 . Stop valves ehall be turnished and installed at all � � � �, ,• Urawn by : ;J 2 passed onto the owner with dates of start and end of , fixturee and location � , •ee Architectural drawinqs . sH- i cn, �:,��, sn�We� sec 767-8-370-317 CPB less shower head . Rra 5 ei:.a< handles , hot �a �oia . warranty . � Shower head : Speakman 52252-SD-02-PHL polished hrass , e . rixture g�hedul� = __ 7- � �'� .N O �' VA I L Checked by : T, ('� SH-2 Chicago show�� r ,et 5015-317 CPB less shower head . Brass bl de han le x I , 1��Q,� r0 �1X(rVN(: �jE�DV1.� OA1 7NE�Y (y� -Q , , �����k•� � heod : Speakman 5 2252-SD-02 PBL . polished 6rass ' y ' � � ' Sheet Of __„/ BY --�_. f_.:_..._..__.._ __------ -DATE._=. . r� � � RE: PLAN 2 X 6 TREATED W/ Pierce , $/8" � X 70" A.B- O 3•-��� Segerberg & ���oR SH�,TM�N� �. �ro W�.� —� . � _ _ r _ _ Spaeh 2 X 10 STUDS O 16" O.C. _ � x 6 0 � s" D.C. �t.• � a .� � . � t 4'r =��� °� O°��DO°��0 Architects STL1D BRG. WALL 8" — . III III II III= P. C . • A . I .A . — _ � pa.0oo�•Ooo�•0v 4�, =111 4" CONC. SIAB-ON-GRADE �4 O 2'-0" ���' _ (2)-/�5 CONT. I I IIII . � � +° G����E ON ARCHI7' ECTI Rh: J•_6° � �� � - ` %_- 2 X to 7REnTEO W/ 3/4" X . ���= PLANNING X i0" A.B. e t2" o.C. -IIII (2)-�5 INTERIORS j�5 O 2'-0" X GR4VEl BASE ' EXTERIOR SHEA7HINC 3•_p � j5 O 2._�„ � j5 1 2._�,� o Main Officc � � /5 O MID-HEICHT , 2 X 10 S7UDS O 16" O.C. . . R�NFORCEMENT N � 8" Re 8" IIII RE: PLAN #5 O MID-HEIGHT RE SECTION 1/St _��� • I ��1 Va�ilhColo�rado £t1657 �` "' ' 0•000�•00 (7YP• 2�X 4 KEYWAYONF. 303; 476-4437 STONE VENEER . ' 2 X 4 KEYWAY �a o o ♦ . ' o��oo a•oo (a)-�,5 /s o s•-o° x IIII III �3)-/5 �� �' - �i,. z z � o rnEn� wi a�+° � s-� , _ FLOOR SHEATHING , - X 10" AB. O 12" O.C. =m m ui , 09.-0., I A� o - ' uii _ =ii . ' , � Beaver Creek O(ficc P.O. Box 2313 L SIDES ° °- . _ (3)-�6 FACH SIDE g�:iver Creek , Colorado R1620 s° � '-4" 1 '-�" . �3)-/5 CONT. /— � � =III RE: PL4N (��� =��� � X 6'� EXP A. 1 164,IO.C. �O? 949-6049 / � �6 O 72" VER7ICAL RE: PL4N � 5 � G ION S � G I DN � S � G ION � �C STONE /6 0 , 2.. HORIZONTAL � ��° , � � � "���� T 11 T T ��CKSET) I I abur Cen�rr - Suuc 51 i DECK JOISTS 109 -� 1200 Uth 5� . J/4" = 1 '-0 . J/4" � 1 '-0 3/4° = 1 '-0 � . ' i t r � '13 5 RE: PLAN SIMPSON U HANGER Denver, Colorado 80202 108'-6' 0. 6_3-. 5. OOR JOISPS RE: PUW 70" ? X 6 TREATED W/ � ' � 5/8" 0 X 10" A.B. O � 3'-0" STONE VENEER� � � � . 2 X 12 LEDGER 2 X 6 STUD 8" � L4 X 4 X 1/4" W/ 3/4" Dr . W/ 3/4" 0 X 6" BRG. WAII RE PLAN � X 6" IXP. A. � 2'-0" O.C. IXP A. O 2'-0" O.C. . FLOOR SHE4THING /6 O f 0" VERT. . ' 2 X 4 KEYWAY . � ' RE�PUW '� rl •� ll 4" SLAB ON GRADE ON FLOOR SHEATHINC ' ' ^ ' N IXT. STUD WALL 4" GRAVEL HASE (2)-IS W/ AIOISTURE flARR1ER . p6 O 7 T" O. C. � S � G T I O � I � �5 O 2'-0" SIMPSON U HANGER �' � i 2 I M L �G� V HOR. � O E4. JOIST 10 . DECK SHFATHG. J/4" � 1 '-0 2 X COM. TREATED • . / � W/ 3/4„ f X 6" � � W/MOISTURE HARRIER 5 O MID-HEIGHT � � IXP A. O 12" O. C. W/ 5/8" � X 10" A.B. 2 -2 X f 0 LEDCER O 2'-0" O.C. L AND GLUE W/ � EXTERIOR SHEATHIN6 A4A7CH VERT. Rt7NF. 2•_6„ �4"O X 6" EXP. A. • ' �A�� � ' FLOOR SHEAIH/NG - •- - - � - '- . - - � - -. - � 70. ' � O � 2 X H STUDS O 12" O.C. e�o a�qc c�o �oo �0 6,� ' /� � O°�OoO°�OoO°�Oo O°�OvO°�Oo {� STONE VENEER 107'-6" � � � III- � �y . . -��� ��� ' � ���� ' ' ^ � ° 1 7/Z" 1 7/2" V J M � NOTE: A7 SIM. SECTION =III ' • . _ ^ . � � JOISTS SHALL BE PARALL£L . �— �3)-�5 / � � O � � c - � /y 2 X 8 TRFATED W/ 3/4" � TO WAU � - � - l 1 1 x io�� ae. o � s-� o.c. IIII =111 � RE: P(AN • ' � � � , O 7 7/2" DECK J01575 �3�-�6 S � GTI ON 4 . , . RE: PLAN W/ SIMPSON U f6 O 12" YERTiCAL �j'6 O 12" VER7ICAL /6 O 72" O.C. � � �/ h . , , HANGERS L4 X 4 X 1/4" W/ 3/4" D� X 6" �6 O 12" HORfZONTAL � � ' � IXP. A O/ 16" O.C. 2 3/�" �+•I � � _� � ' (2)-2 X 10 LmGER FUG STON£ 2 X PL. (7REAlED) � ��p�� _ ' U I�y N�(IL AND CLUE W/ 3/4„ (7HICKSET) ' W/ 1/2" d A.B. • � , � , � 1 X 6" D(P. A. O 12" O.C. � , . . 2'-0" O.C. f09•_0'• ' . . SIMPSON TOP LS. COL. IN WALL = _��� _ . . - � •� DECK JOISTS . . (3)-/6 EACH 57DE : FIANGE F{4NCER 3/4" STL. BASE PL � � RE P(AN . � � - � ' - RE: PIAN ' SIMPSON U HANGER ' , IX{2 A. 1/2" 0 X 6" °III . �� P . 4" SLAB-ON-GRADE n _ � = ioe,_s,. A„ - - - = � - �""� - - III _ III - NON-SHRINK GROUT � ON 4" GRAVEL BASE - 1�� � , � ���- � . . ' ' , � ° 0 O�'000°•0� 2 X 4 KEYWAY �, p� M � RaNFORC�ENr N i' � � III III II III= wrr1 I W RE SEC710N 7/57 * - - - � 2 X 4 KEYWAY ' � . . � � � . . � ,� ' 3d � �� N � _ I �" GRAVEL 84SRADE ON � � p � � g,, . ' � � � a�. � � I I 'r � � FLOOR SHEATHINC 4" SLAB ON GRADf ON � ' " o r js e iz� . 4° cw,vet snsE (�)-rs IIII ' • 0�oo�°doo• � � S FLOOR JOISTS . ,/s e z•-o�� v�r. � � RE: PLAN _ =� d , /s e z•-o�� HOR. _ 1 � �� IIII � �c� Revisions : }'S • 1 T" FLOOR SHEATHING - i� . . . , N X+ '-' - �. � - `� � . , . W/ MOISTURE BARRIER MATCH VERr. RfINF. -II . � � � � ip•� 2._g„ O N ' � � • � � � � SIMPSON U HANGER � ' 2 X 4 KEYWAY � • • ' V . . . . � . . • : ' • _ . ' . . _ . . . � ^ • � /5 O 12•� O EA. JOIST S 72" M. L. LEDGER . T - - - o _ o (3)-�5 �� C (2)-2 X 10 LEDGE . W/ 3/4° � X 6" - O�•O�Oo.Qp � RE: PLAN (3)-�5 '` . � � . N,41L AND GLUE W/ 3/4" A� . IXP A. O 12" O. C. � .. � . ' y STAGGER o x s° EXP. A. • iT� o.c. • 1 i�r° i vz^ o -111 . � c � Z._o,. � o„ 3.-0" io.�� - - �s o i2° vERncu — c 4 0 i6 . �2�� HORIZONTAL � ' — � m W � ���� _��� � $ � 1 7/2" 1 1/2" � RE: PLfW �' °�' V s � � TioN 12 . ,s . , z.� o.�. .-o., S � GTION 5 S � GTION 1 � � � � 3/4" � 1 '-0 I � � 12„ �4„ � � ._� f09'-0" 3/4" = 1 '-0 a � < � ' ' /6 • 12" O.C. �I . h . 2X CONf. W/ 5/8" REINF.WRE.LSfCT. iZ/Si � DIA. X 10" A.B. 5" SLAB-ON-GRAD£ � � . 4" SLAB-ON-GRADE 04'-0 ON 4" GRAVEL BED STONE VENEER - ' _ _III ON 4" GR4VEL AASE � FLOOR SHfATHWG 2 X 4 KEYWAY • L4 X 4 X 1/4" W/ 3/4„ r - . . . _ . � ' 96'-0" _ ... _ -� _ _ � � ' X 6" IXP. A. 1 2'-0" O.C. =III-II , , =III I III . • ' A . 2 X PL. CONT. W/ ' (2I-{5 . -II °Oo0°tOo 5/8' � X ]0" A.B. j6 O I0" VERT. ' • 4" SLAB-ON-GRADE 2 - j5 CONT. III ���= O 2._0„ - . . ON 4" GRAVEL BASE ' � � ���� 2 X 4 KEYWAY . � � � � _ �_ 1/2" ISO. JOINT /5 � 2'-0" O. C. VER7 ! 4" SL4B-ON-GRADE /5 O 16" O. C. HOR. RE: PLAN • IIII ON 4" CRAVEL BASE , .g" . I�II ° ' #5 O 16" O.C. VERT. #6 • 12" O.C. , � � ' _ � O°•00 HpR. /5 O 16" O.C. J'-0" p '_O , _ . I /5 1 2•_�„ O.C. • RE: PL4N D£CK SH�niG. -III : III= "'� j � W/MOISNRE BARRIER �I - � � . . ' . IIII M4TCH VER7. RE1NF. � . HOR. JOIM CUf . � � - - � `"� � - • � IIII -+� � . � 18" L£GS ALT.SIDES 2"X4" KE7WAY TYP. ALL VEftT1CAL STONE PAVERS � � . � REINFORCEMENT IIII � �oe° : --- _ _ L • - - � � - - - - - g�� _ • p.0000.po - r _ Date : 2 - 1 - 19y1 =111 IIII =111 s�� e � � � � � � ' ' . : II- RE: PIAN �3�-�5 0�0 • o�o • ' � o� ° r o �o v � _ . ' i � ���� - - ���- O �00 � °III : IIII � � ° 4 Project no : �Ie:; ,�. �� , N -III . . � IIII III • . III= N =III_II ' I � III� '� la)-/s cowr. � � � � > Drawn by �i ; ; ' RE: PLAN (3)-f5 IIIRE: PUN III IIII _ -- -�. DECK JOISTS IIII RE. �� [�-0� VA I L ;� Checked by : �+, 5 RE: PLAN W/ SIMPSON U " f S � GTION 1 �EDCER RE: PUW S � GTION 10 S � GTION 8 S � GTION 6 5 � TION 2 �� � ' � �l � �l ( � Sheet � Of � � : -- -- ---. _- ..DATE ----=----- ,Z/4" e 1 '-0 .Y4" � 1 '-0 J/4" � 1 '-0 J/4" � 1 '-0 3i4° = 1 '-0 � � Pierce , 62'-°"' _ _ _ _ Segerberg & 30._0„ —_-- --- - — -- ----- 32._0,. Spaeh , 4•-6�� s�-o^ ,e•-o^ �e•-o" � _ _ _ _ _ _ _ _ _ _ _ - Architects - � � , Frc. srev P. C . • A . I .A . � DO N07 DOWEL � 1 '-B" 2'-IO V2" 2'- IO 1/2' 9" 57q�R W,U.L INTO � � � RE7AINING WALL I � ARCHITE(:TURE Q � PLANNINC / � IN7'ERIORS � � (tOB'-4"] � \ \ �� / � _ \ Main Office � I (HN) Soath Frontage Road Wes� � ���0„t_, � I �pu 5�'TE�p (98'_ � ') � / � � Vail, Colorado R 1657 , 3��� � 2,_�� � \ 303 : 476-44J3 �3 , � � \ � - - K � � I ^ � � a � I � :� ,� - � Beaver Creek Office � � � � „- � � � � P.O. Rox 2313 DO NOT DOWEL `O _ � I lo I (102'-6 ) � \ Beaver Creek , Colorado 81620 DECK WALL I = 1 Y 12'-0" WALL � \ \ 303! 949-6049 BUiLDINC `� �� �� WALL Wi1Ll. � �•_�" \ � hE�}1 . t'.�.,c� ur - �, ,� ,� , ,,. sr� s� o _ o . a•-e Q � � � C�o'-o LJ1�6 ) � p„ \ r - - � � \ penver Olfice � _ _ _ J L _ _ - _=� _ _ I � � � I Tabor Center - Suite 515 9 I , - � _ _ I \ � 1200 17th St . S7 FTG. STEP - � � r - - - - - - - - - � \ 1 -i _ J \ I�nver. Colorado R0202 0 0 (nz '-evrj (iir-o•j t = MEU+. �.��urL � , � � 30� ez3-3;s5 � � I I I I LOG . RE ' MzGM. r� \ \ [I13'-0'] (173'-0'J � � I I I � \ 1 , WALL - - - - - - - - - - - - - - - - - - - � � io 3 �- 87 �'� `{ B) S7EP I y._�„ n.p \ 1 I � � � � - - - - - - - - - � - - 8'-Z" � � , � (iH'-9 7/2"] - - -�99•_4°) 10�� (1H'-B 1/!� �o - � I � � I I \� 1� N n � � WALL I � O1 WALL Wi1LL WALL - o !��JG . I,�P �� I.-II�Z) - ; S TOP� I 1 � S7EP r. STEP STEP STEP v_...-rrc�� d � S � i' -o o �.� v�¢r. I � h I � � . `I E W AL� TO QyLG1C� . WALY � Il � �y � I 9 -� ' I � 8„ � ' zg„o� � , , 1 , U R � � ._6,. O � � !� I � � 4" SUB-ON-GRAD � � � � � � � SIABPA PA710�E N C I � o ON 4" GRAVEL BASE � I - - - - - -�— - - � - - N � 7HIS N2En n o i I � I L � _ 1 I W � O o+ a � � i �, � � � � (yy._ � ..� � �� � Wi1LL I 57 /'\ � I ' �� 12._�„ � � I I� I� �� �'i � 100'-0" � . I eo � �M FTG. STEP I � 18'-2 ,Y�" I I I I 2'-p�� 1 � 3 -� a � T � ^ I � � � I�1 O w e � � � � � � ' I � � � Z I � O 1 I � O i ��a S ' s� � � � s , , � r,c. • � — — , ', ' + x V / � =i:� *�E s (107'-J d/4') : � � � � WALL SiEP _ ' � S7Ep � � � (, o�._o„� � _� ��, - - � - - - - - - - - L - - � ° � - - � --E� - - —�, - - r - � - - - - - - — - T - - - - - - - I N �o (ioe•-s .iis] � L _ � � V r� � - - - - - - - - - - - - - - - I ' _ o � �" � - - - - - - - - - - - - - - - - - - � I 1 h"y � - - � i - - - - WALL - - - - - (95'-4") I - - - - - - - - - - - � I I �A � n I �- _ J I /, , sTEp I i I I � � _�w i ^ � II I — ��� =G� I � Prc. sr� � o I � � � ' �s =^� i C I � � 1�1 � I ^ o I � I I i � � � 1 � o � ' `, I I I �� ' ' I I n � � � I � � I s�'TE�pR I I � I �' � � M�1 o y� _ � I I ' � I A � I � - - � � i I ' I 4" SUB-ON-GRAD )0 I I I _ - � - I - � I , 1 I I I ON 4" GRAVEI. 84SE � - - � - � I - -1' - �� II � �._6,� � R � J f I I I ^ ioo' - � � � � � 95'- 701/2" ATDRAIN � ' ^I I � I � � (99•_ 1 ") � � � :. i � ;, � � g i � Revisions : I (:r o RE ARCH. i'OR SLOPE � � y � S1 o m ±� I I Ar1D DRAIN LOCATION � 8" q I I � � 1 - �-_° - �`ll N �' � I �`r � � � 51 � I / � �i ° � � 4" SUB-ON-GRAD 2 -� 98._9„ � � 3•_y,� g•_��� � � ' / � a N 7 ON 4" GRAVEL B4SE � S7 I I � � �;. � � �O WAL WALL � I � / � I � w I I � 5 57Er � ! �! � � � � ? �'i, oO1, � I a"'e � � I "O � ^ '� � ' � I � � I J._S�, i i � - - - - - - - - - � � i _ � _ i / � `' `' / I I � � > > I � I I � I �IPB'-9Y4'] - - - - � - - - L - - � � // 57EP � S1 � i � �PR S I I I s�� 8., � a � �gy._ � �,� � � / � I �y� � - a .. 9 _� � �z s� � .,BOVE� s W z .�4° � i � ��6=8�_ T —� T� � wL7 � 6 a° � I _ _ _ Z._o., I I � o„ � � S� o, o � / i � - I � , � / I � I I � � o, S1M. � , � / � � � (96'-0] ! _ �°I � ) - - - � � I I i � 0 12 I � � � � � - - - � FfC. S7EP I I �. 10 O Si � / ;o `' � � J._s�, W�LL �� ,. / 96'-a" '� FfG. STEP � � I I I � g � i -� i / / / / '° t0" � � � co�, "'4 � o �O � I I I � I FrG. SrEP - - - / � ° � � � N I I fTra. $�P WILL� I � W$�P I � L � / / / ry I - - - - L2-�� - - - - - - - - - - - - - - - - - - - - - - - - - - - � srEa I - � � .. � � � � , � i - - - - - - - - - - - - - - - - - �s9=+i�z'j — — - - - — - - - - � �- - - - — - - � - - - - -� - - - I � � � s� 19s._ � .,� I /� � � / � i ° WALL 6 I . - - - - - - - - - - -� i � -._ ~ �P FTG. STEP WALL STEP 51 � � (99._g..� �85._y„� I n ` - - - � \ 6,_p�� � � '� \ i / u � � �� � � I _ J I - - I � 2 /O ' ' l99' \ / / 7 � � � - 3 - \ � S1 ,j ` � S.�" �0� �tp8'-�a� ,►\o' / / � � TOW1V O � V� IL ` WNl � ' / 'TC �P Date : 2 - 1 - 1991 4' SIAB-ON-GRAD£ � � 1 �Ew2i zRw. W wwF.s � � � � BY. � ' ' � 1. Project no : �! 1 ' �- 1 ..._.._�..�:,..:...._..--- � - - - -......-_- -DATE`�._�.�___� I... ` _ -� _ � wu� cuT � � � (�� �« H� � � OU1`I A 10 A O hE1NF. fROM TUP - - - - - - - ' oF w,u.� ro roa � � �/ � � � }� AMII`IC �' � AN 9,_3„ OF DECK) Drawn by : !-� ++ LAB-ON-GR40E STAIRS (6" 5(AB W/ e � 3p'-0" 2'-J" 11 '-11 1/4" 2'-J" 5'-0 .y4" 10'-B" /5 O 12" O.C. EACH V4 1�-O° � Wqy Checked by ' ; �. No,ES: Monrce Engineering Consultants 62'-0" _ 1, DATiIM £LEVATION 100'-0" = A279'-6" � ///��� 2. PROVIDE J 7/2" DEEP BFAM POCKETS FOR P, 0. Box ISW �eI � Of 6 4. ( ) IND/GlTES TC)P OF FOOTING ELEYATION. ^ALL D£CK BE4M5. 40 E. eeaver Croek BiW., k307 � � 5. ( ] WDICATES TOP OF FOOTING ELEVi1T10N. 3• \^ / �NDICATES 2'-6" X 2'-8" X 10^ FOO7INC Avon. Cdow0oB1620 3o3Aas-7�68 W/ J - 5 EACH WAY. PROVIDE 3'-6" z 'z z Pierce , Segerberg & Spaeh Architects P.C . • A .I . A . i � ARCHf( ECTURF: PLANN [NG IN7'ERIORS Mam Officc E IUUU tiouth Frontage oac c,t Vail, Colorado 81hS7 I N 3O1 476-4433 8 3/4" X 72" x GLU L4M BM. ' i� 2 X 70 i RE: PLAN � • ) 6" 0•C• Beaver Creek Officc P.O. Box 23i3 i'� 2 -2 X ]2 (2)-2 X )2 2 X 10 " I�eaver Crce. k . Culorado R1620 - ?03 � 944-6049 � • 16" O.C. x N �, 2 3/4" I w ._, - (6)- 16d NAILS (6)- 16d NAILS EACH SIDE EACH S/D£ Denvcr OCfice �� 2 X 12 O 16" OR I �f abor Center - Suite 515 � � �% / 11 7/8" 7Jf/25 1200 17ih St. � (Z -SIMPSON I \�� � (Z�.�/1" Y � ��/ I (2 -SIMPSON O 16" O. C. Denver. Colorado 80202 � CUPS X f0" UG SCREIYS i �5 CLIPS 303; 623-1355 � � SfACGf1P) - - i CLU LAM BM. � GW LAA! BM. ' � RE: PUN 12" M.L. LEDCER . RE: PlAN I � W/ 3/4" A� X 6" � ' S6 I I IXP. ANCHOR I � AT 8" O.C. � N N �' 8 J/4" X 12" G.L. ' / 8 .I/4„ X 12" G.L. I I I .- S1 I POCKEf � � g a � � � � „_ � I � S6 ^ i � 3„_ � I I 16' 0" � i • 4" I � . 3„- � \ � � 12" M.4 LEDGER 1 " I I W/ 3/4" I X 6" ' w � 8 3/4" X 9" CLU-LAA1 � � ~ ' ` W/ J/4" � X12•' (S]�-2X6 � I N m LAG SCREWS �%O�. RE: PLAN 1/4' X 4" X 16" SiL. PL I I � 8 O.C. N — - - ' r I THRU S OLTS 4,- �� � I � 2 X 1Y O ifi" O.C. (OR) � � 2 X 12 O 16" O.C. (OR) � � 17 7/8" TJ1/25 O 16" 6.C. � � i t 7/8" TJI/ZS • 1 d" 6.C. � I 5 -2 X 6 COL. 2 X 8 OUTRICCER � � � O �� P� � � 6 II � Tfi� U55 X 56 6�-°" 9 � � N _ � S6 x � A , � � �—s x s N � p..y Q. SCAL£ 1/2•, = 1 •_0�� � I I ONLYUP `, `/ / � II � 8 � � ,� w O St � u� y I (7)-2 X 6 COL. � � oo, S� — - - - � � 113p O I I �- - - - � V �O J � 03 ( ) � M�1 _ 3) - I * �o � 11X7/8"•J�/25 OCid'�6.C. ^ x � " m -�. Qo �y �"� �', I � � - 2+�-6 W76 X 40 [706'- 7 3/4„] °i M � _ w ' I SIMPSON HHU -� � Ew�r LS. 4 X 4 X ]/4" {{qp/GER 3 O 16'�O.C. 5 109•_0'• — � ci T54 X 4 X 1/4 96 m _ - UP ONLY 108'- 11 1/4" v W � - - - (3)- f2" M.L. d O 16'�O.C. 1 '-7 3/4„ `j - - - � -� :r � 708'-3" � o • � � 0 T.O.SHEAIHING Ll0 ^ ^ w F � � 107•_6,• � 3 x a � n � �_v� I � 2 X 12 O 16" O. C. (OR) "� - ^ ^ uo `� 11 7B" TJI/ZS O 16 6 c. x STONE VEN x � '� 4 C Ss " � �"'.- ti OPEN N ro RCVISlO(1S : � N � 56 MO�STURE BARRIER 3 9 I' 3 � � O 16'��5 ro SIMP ON HHU 2 X 72 LEDGER W/ � p 3 - I S - `) I � I HANGER J�4„ � X 6�� BLOCKINC AS REQ'D 'I IXP. A. • 2._0" 9._0„ DECK SHEATHING TS4 X 4 X 1/4 T.S. 4 X 4 X 1/4" � UP ONLY (108'- 11 7/4"] � (4)- 12° M.L. S3 23�+„ (J)-2X6COL. - T.S. 4 X 4 X 1/4" _ 7YP. ALL DECK STEEL BE4A1 3 - , — - ' - - COLUMNS RE: PIfW S6 �' '� % UP {_4)-2 X 6 � SIM. 8 � 01610 (5)-2 X 6 ONLY �p C6L � ONLY T.S. 4 X 4 X 7/4'� S' S1 �j � x LENCTH Vi1R1ES 2 X 6 O 16" BRG. WALL (5 PUCES) ' Z 2 DECK J015T5 2 X 12 O 16" O. C. (OR) `" � N RE: PIAN 7 1 7/8" TJI/IS O 1 d � 6 C. S6 � L4 X 4 X 1/4'• J 1 , � J _j 12" M. L LEDGER 2 X f0 (ROLLED) F _ � _ � � � o W/ 3/4" / X 6„ •16•� IXP. ANCHOR, I I I � - - - Y� � 2 r' x AT 8" O.C. - - - O -. N I �; � r1` � N 56 � � SIMPSON WB STRAP � 7/4" X 12" X B" 1 `� FROM BFAM TO FLOOR STL. PL. O 2•_�•� x ry �° S � GTION 1 I - - - - - - - - - - - - � 3/4" OX �6" DIPEA. O � g"�1 � � � � � � � 3/4" = 1 '-� - - - - - - - - - - - - _ � NOT PAf7AL EL LEDGERS N ; � � � T� J���S. TOWN Of= V/� IL STUD WALL � - — ^ -3 �� � `j 2 X 12 x 2 X 12 " � � � • 2'-� � � 2._��. � 5 -2 X 6 �_� ' � � , !j ( � � ' ���. BY._.._. .... � /_- ---... s 2xs � �, � -...- --- --�---._..._......._ ATE_ I ° � _ I. 4 - - - - - - - - - - i - - - - - - - - - 21`Ip � � OOfi� � i� AMll`I6 �' � A1`I Date : 2 - j - 1991 6'-2 J/8" 6'-2 3/8" 9GALE V4' � 1'-O° i2,_4 Ji4„ Project no : --1ec � _ � rw�s: 1. SEE ADOliIONAL fRAMING NOTES ON SHEEf SS Drawn by : r-� +{ . 2. PR01�DE J 7/2" DEEP BE4A/ POCKETS FOR ALL DECK BEAMS Checked by : �� r�_ ���_ onroe Engineering Consultants ���� Sheet 3 Of � � z P. O. Boz 1597 � � 48 E. Beaver Creek Bivd., M307 Awn. Cobratlo 81620 �'�9'»� z ¢ m Pierce , Segerberg & C � N � � A �- NOT � S Spaeh Architects P. C . • A . I . A . 1 . �l� 4�!?� �Q S.N PI:�L4N � [� . rvNtrwri �n: �. i�•. � o i :t. ;�� t ::�. , �r;n - an ru� , i :ui ;�ui �� � s�: � iir ,� � AR ( � H17'F:("1' l � Rt: 3 / tE " CONTINUOU; FILLFT UNL .F.S� 4TFIFRWTSG NOTF_D . A . ROOP . . . . . . . . 80 PSF PI , ANNING B . TYPIGAL PLOOR . . . . . . 40 PSF F . RU_ WrLDEF'S SHAII H:�':'� . . . - ' i,. i .' . � : . . ' � . '. °. „ "°- �-. . -� ' -'' ; WELDING 50C1FTV Sfi i -�' ! � � - '� � i � � . � ' � C . BXTBRIOR D6CKS . . . . . . 100 PSP �ETAILED IN AWS D1 . ! . � � Main 011icr D . AVALANCHC AND ROCKPALL LOADS AS LISTBD IN . - . NON-SFIf2INK !'F'v OUT : IIIOU Suuth Frontage KnaJ N'c.t NA 'LARD NCPORT BY CH6N NORTNERN , INC . Fl . fJflrJ - �:HCII'dl� 9f'plfl Sli(il ', { .f I'�F � 1'.". i �l I! � � . . . ... - 9" �AI � . � �O OfTC O K Ih_. : e . ainn l . 8AS1C WIND SPE&D . . . . 80 MPH . . _ � _ ' bli- i , n� ut�,� ,.-..I �_ r-,t.l . r �,�n ! ; i�n . � . i01 4?(�-94ii 2 . HXPOSURB . . . . . . C �- _ _. t - - - - - - - - - - - - - - - � 9 . WOOG : P . BARTNQUAKE . . . . . . 20N8 1 � (3�-2 X 10 . R. F1LL I �� r'�M1 :�1:� � yIC ' 6 � :i'.' ' U�� i'i . G' HP.L ' . _ .. � � . "' Pd : ," . , 17 � Bell � CfCfcCV. C )� fin' : . dON- STRUCTURAL 8L6NBNTS : �_UA;T RFG10N VI ��UALL'+ GRADED AS FUI_'�_u4N� : I � ������ ��" , j � i S6 � 2 X 12 - � lic:i � cr ( 'mck . ( �nl � �radi � 51 (. ]II 2 " THICK - 4 "WfDE STUD fb = 8�.��� � . . .. � 2._0., lll} yJ4-h1149 A . ELEMBNTS SUCH AS NON-BEAHINC PARTITIONS , BTC . ATTACNHIJ ^ I I TO AND / OR SUPPORTED BY TH8 STRUCTUR6 SNALL TARB INT•B ' 7HiGK - L " L WIUEk NO . 2 fb = 1 :1=:'�. p �- � ACCOUNT DEPLECTION3 AND 0?NER STRUCTUHAL MOVBMENTS . 3 " THICk: - E " E� WIDER N0 . 1 f6 = 1 '3:��i � � � NOTED ALLOWRBLE 57RE3SE5 FlRE M [ NIMUM5 RNI? '"t-1�' tal.��- � � �118 - � � ��4 � � 7 . POUNDATtON5 : ftEPETITIVF IJSES PRIUk TO ALLOWAEtLE STRESS ItJCF:EASES . J . A . MAXIMUM SOIL D6SICN YRBSSURE . . . 2000 PSP I! • Pf?OVIDE 1 % 4 f�FOSS 6RIUGINf� NO7 OVFk 8 ' ON fENTff+ P"OF� � -2 X 6 COL 5 1/8" X 9" C.L. OR UP ONLY I '� � � I OIII�� ALL WOOD J015TS l�N� 2X 9OLiD UIOCKINfg HFTW[FN lf] f5T7 �1f � � (J�-9 1/2" M. L. 1 -labur (�cnlcr - Surtc SIS 12110 17th til_ B . CONTRACTOR TO POLLOM ALL RBCOMMENDATIONS IN SOILS AlL SUF'PO�� f; . FG15?EN �1LI_ WOil1! M[MI#E'F'F 1-01f�7 C[)MPIn�: I I `�' I)CmCr, C ol(>rado NO ?U _' NA SLS Li �.: ' ;P(i i Fi�... � I!L 1_i1�•.- - .0 4 if :iUl t � IPiI i ' . ❑-' � �f.i�611 ':_F RNPOIIT N0 . 4334901 BY CHEN NOR1'IIN.RN , INC . DATBD UECB.M- " � I I X iQi 621-3i$ 5 88R 19 , 1990 . NOTED . II � 3 N LAMIPUITEL PI_At�s. 56 n C . ALL POOTING BBANING EL6YATIONS SHONN ARE ASSUMED . - ' „ , II �. 6 %ACT DEARINC P. LHVATIONS SHALL B@ VEAIPIBD IN T11@ PICLD MI7' 11 ACTUAL CoNDITI0N5 HY CONTRACTOR MITII APPROVAL OP � � ���� �� ' ��"� < <�� � T ` �' "iLriU[� G". l '. il �.�l L I.�F ' � 4�!� ! �. P ' t l: �f SOILS BNGINEBR AND ALL BOTTOM OP FOOTINCS SHALL B13 A DbUi3LA . � i ! G ! AI i �.H Fli I . I EI CENI rqU ; STUKI �_ � v�iiLrn MINIMUM OP 3 � - 6 08LOM SXTERIOR CRAD6 . ! N AC�=0FC7RNCE WITH WGL15 . Hl.l SIZLD iHOWri � �.r.-' UP � I I u� ONLY rir7 . � '� I I D . ALL POOTINGS ARE TO DE PLACiIU ON P1RH , UNDISTUR88D , - NATURAL SOIL OR PROPEHLY CO!lPACTED BACBPILL , APPROYED - • LAMINRTED MEMBEk SHALI_ 6E DET ;. ILF➢ AND Ff18R1 � . � - �_ �. I I Ix � 2 " 0 2X 720R BY TNE SOILS BNGINEER . OACKPILL SHALL BE COMPACTHD TO : N f+fC.ORDANCE WITH THF. oTANDFlRD 9PEC I ` ICATifJIJ:1 � �� i! 2 X 12 OR � a� 11 7/8" TJI/25 S6 95t ( MINIMUM ) STANDARD PROCTOR D6NSITY UNLES5 OTfIHRN156 THE DCSI �iN AND �F�F�PLLHTIGD� OF ^I �UCTUFAI. GWE 11 7/8" TJI/25 � ^ � 13 O 16" RECOMtl6NDED IN iN8 SOII. S REPORT . [ P SOPT SPOTS ARE I.AMiNPiL'G t [ MRFK . L:.TFST FDITIQN A£ PUGLf ^.If[G i '�'� O 16" � � aTT�_. I I 6NCOUNTERHD RBMOVE SOIL AND RBCOMPACT NITiI APPROV6D X Y1LL . ( RE : SOIL RCPORT POR DCSCRIPTION OP BBARINC - �. �v � II � SOIL . ) �'�'�!•J ( UE UNITS CONF'OPMING TO AI �C I 17 , ::'I" 'Jtii . . , . UP ONLY � OF: rpNTtNUOUS MEMHFFS G1ND C4INTILF� � ER£� ANL . �? i ' . . I O a � , ` rpR SIMPLE 9U�'f� 0E7 MEMHCF.S . MEMPFF. �. Hn� i . . � m I I � E . DO NOT PLAC6 BACKYILL AGAINST BASEf7ENT NALLS UNTIL DFS [ GNED IJITH ZEk� CqMf�Gt � lal '� � � 1 n �. � � i�=� . � . , � � o 6ASBMBNT PLOOR ANO PIAST PLOOR ARB IN PLACC . �7F�MPED ON GAGH MEMEiEP . 3 � � 119•_�„ ^ x zF . C.ENTEF ALl FOOTiWt�S iUl> ILILU 'r' � LF75 ) UNDEF WALLS , COL- D , I"t ; . . " ^ DEL�- F1ND/ OP. WAFERPOFaG ; CI I cy tJMNS OP. 6R I O L i NES L�NL ESti U�I HEF:W 7 SE NUTED ON V'+LANS . � m I I ^ � O i . PHNEI_ THICKNE55 SNALL [+F_ �.: �. '� d�'��uU;ni ��n ; i �, ii !ih� ntaira�� . APPI_ICqTiON SHALL BE IN �1i, i;;jRUiaPU: [ ., : � II U � O G . ��UM"F;(>CTOF.' �O FP.OVTU[ � AT HI5 ERF'ENSE � FIELD DENSITV 2ECDMMENDAT70N9 IX' THE AMCRIGC,N F'LYW(1GD � z � � ESTS ON COMPACTE� FILL LINDER FOOTINGS AND TNTERIOk ' 415SOf_ iATfON . ^ (6J-2 X 6 COL � A SLRHS-ON-CikADE . F. MINIMUM Oi' 2 REPPESENTFiTIVE 7ESi5 � S6 OI I � �HALL GE TAf:IN FOR [NCH FOOTING AN�� SI.AH-ON-t3RADE . e � � _ . EACH PANEL SHALL DE IDfiWTIFtEL WITH THE I I � _ I GRADE-TRFlDEMNkIi UF THE AMEkICAN I-'LYWOOG x �Y' FI . NOTIF`f SO1L5 ENUINEEii WHEN ERCAVATION IS COMPL[TEU 90 ry I I ♦iy THAT �.-0P1DIT70NS MFlV GE INSPECTED PRIDR 7�0 l�LHC [MENT OF A5i3UC IAl LON AN� 8fifiLL HEET iHE F'Ci7U1F:EMENTS OF _ ANY ` 1LL OF CON[:PETE . U . 5 . FROGUrTS S7ANUAF:G FSI , LRTE:;T ELI ? ION �OF, io II , • , O � Pl_YWUUG . ALL PFN[L:i WH1CF1 NAVE HNV EUVE Dfi � W •i . �: �?tU:P(:TEi SURFAGE FERMANENTLV E7.FOuEU Tq THE WG'iTHEf-" SHALL r� I I - HE Oi- l'HE tRTEF70fi TYPE . � i. . ���l.L C�iS? - IN-F'LACE CONCRE�E SHALL BE MADE WISH IVPE 9 I I (SJ -2 X 6 COL x UP ONLY ■M■ . O ! POk: I'LANG CEMGNT , STUPIE HGGkE�lATE HNU SHALL � • � OR FLUGNINf� USF� 3/ �1 " PaCi STIJF'D- 1 -fLOOR SNEliTHINf N ^ NAILED AT G O . C . HLtlNG FANEL EDGES AND AT ? �� " S6 I I M V IiEVELOF 300G PSI COMPP.ES;; IVE S7k[ NtiiTH IN 2ii AFlYS. .aLOM6 IM1ITEFMEUICITL 6UPPOk7�5 . `�- . ' CONCRETL ;UF'PI_ IEF. FROF�SE> USE OF FLYA6N H[ SHHLL '� �ROVIUL UWNEH WITH LETTEF iNDIr_qTIN6 C05T REDUGTSON AT � '" It9F OF UIU . -� . f"OF RUOP U5E 3 � 4 " i3�5 �4i43 F1PA E%FU::W:•(�: I �HEATH� T.S. 4 X 4 X 1/1" SIMPSON HUTF � UP ONLY � ING N411 LEn HT t " d . C . CiLONG PFdIEI. EDCiES qND AT 1 �."' DOWN ONLY H4NGER / ' ` �- . IfiE MOAUl.ES OF ELA6TIl. 17v bP AL.L CONfRF 'fE SHFlLL EXCEEU ALUNG INTEP.MEDIATE SUFFOFTS . � I J 1� lJ�: I . S 33 � c ' � OF' 57 , (�00 t ' c NORMAL WE1 �3HT CONCREiE1 T.S. 4 X 4 X 1/4" �� � . , . ExTt_I•' 1GE wfaLL� SHHLL IiRVE 1 LRYEk OF 1 / 2 " 24 / 48 - UP ONLY (3)- 72" A1. L. 77g•- 77 7/4" / � . � DNTNArTOR MAY POUR 5�AH5-ON-URAGE CUNT ] NUUUn AND FXFCCSUkE f SHEF�7NING NA ( LED AT a " O . C: . ALONG � ' - - ~ ':,RWCUT JUIPITS , JOINTS 9HALL 6E SFFlCED IS FEE7" RND F'ANEL EDGE6. � � � � -L;WCUT 1 " llEEF Y, 1 /8 " WIDL W1 ��HIN 12 HOURS AF'fLk FOUR- n _ _ _ - - i. . UTAf�HF�AGM SHEHTHING SHALL BE THE TH1Ck�:NE55 SHOWN � � J � tIJC, . iAkRY ALL SLAE EEIMFORCEMEN! THROUGH JOSNT . � } p 3 OFI FLAN3 WITH 'fHE FqCE CiRAIN NEP.FENDII.'ULAF.' T'G :iJP'PORTS 41ITH END J(JIN7S STtai�GERED . S6 SIMPSON HHU � G . 'iLAD:i , TOFfING , FOGTINGS , E�EAMS �aND UALLS 9HALL NOT HANGER v � M MAVE JOINTS IN A HORIZONiAL FLANE . ANV STOP SN CON- INSTFrLL SUL 'I�l�bLE EDEiE SUPF'OkT b'! USE UF PLVr_� 1F�5 . SIA/. � m 2 X 12 OR C.KE"TF WOFY MU57 HE MNLt qT iH1K'U POI �VT O4" ,qFAN WITN ' ' +ZX 12 OR _ w ,. - �. . . fUNGU[ ANU �3F:OOVE PHM[LS Ok IIOl_ ] U wOOD HluiKiNG g � b 77 76" 7JI/25 11 7/8" TJ�/2 'JEF'TICAL kULYHLADS AFID IiORIZOIJ (AL �HFaq�R Y.L- Yu UNLE�S �- ST/UR .- O 1 " UP ONLY � CtL �I'WEtN 5UFPOFf6 . O 16" qTHFF;WISE 5HUWN. ALL CONSTFU!: TfON JCiINTS BHALL bE a5 ' ' � O LL• TF: ILE.0 OF: A� F'.LV ( EWEU 6V 1'HL ENf� I1JEER . J � � F . f'REPAF.�NIC�+ �L"� WDOD MCMNGF.S SHALL EF. THE 7YPE IVO"ILG GN � � � ro N � [ . ALl_ �]UNLREfk: W04;k. HND RL' 1NFORl,EMENT DETAILING SHALL 6E THE �F:HW1N�35 F1Nb SNALL bE " �IRUS-JOiST " AS MANUF:iCTUk1=D �p _ W � �+ X X IN FlCCOFDANCE WITH ACI BLIILDINi3 CODE 318-03 . UNLESS ���' TRU3 - .fDIST CpMfANV . ALTEFNHTE& SHALL C+E kE�/ IEWED C<Y I � � � N N N fHH EtJGINEEF . m T.S. 4 X 4 X 1/4" � � - ^ � NUTED ❑7HENWISE NLL E% POSEli EUiiES OF CONCkET[ WORK A � 1 n SHALL HHVL' 3/ 4 1NCH CHAMFER . USE STANDARD HOOK.S ON � , . GkUV1bE BF, I �GING FEf•' M41PJl1rACTUF.Gk ' S F.[COMMENUAI- lONS . �� . °� N, � DOWELS UNLESS OTFIEF.WISE NOTED . UNLE�'� DTEIEf•:WISE NOl"E� ON STHUC7UkAL DRAWIN6S , WOOD �' � evisions : , . RFINFOF.I'$MENT : TF'UliSL3 SHALI . N[ DESI !3N TO �tJLfILL SlPESS f+.EQUIk`.EMENTS � _ _ � _ _ � f.NU / OF' LOADS NGTEU ON AN'.RWiNGS . SNOF' DRAWING� 5HHLL - � � ! " . HLL f•EIPIFOF'C1NG SHRLL fiE FIfAiH-STR[M6TH DEFUP.MED BAF.'S INGLULE i " ALl 'I �L;,TIC7N£ :�Np 1�EF�N lHE L" RMF i]1� A REGISTERED �`��-2 X g CNliINEHF� . COiVFOF:MING TO RSTM �3RFlDE 6�) . UP ONLY E�. M1EIDCD WIRE FABF' IC SHHLL CUNFOFthI TO F�STM R1f35 ANU SHALL � • �i(<N[=RFlL : 10 � L�C LAPf�ED LN[ FULL MESH AT SiDE FND ECND SPLIrES ANO �4)-2 X 6 la : F�FU fGGETH[R . C• . ENG1NECf: ' S AG�.EPIr`,P1�.L nUSi bL SECl11+ED POk ALL Ss 6i. :TEUi:� I'l )f`AL >UO�S7ITUT10N;i . b'� i� I'6'OF'VLENE f�� IE�C! ftiNl- i1FCINb :HALL HAVE F' IFER LENi3"fH i, (�f1Fli1NATE WITH HiJGf.UiriTE SIt' L h' ;i fCR MFINUFAG 'fUF:[F" S G . VEkIfY �1LL OPENSNi3S 7H4:OUCiH I-l_I.JUI?S , M"DUF F1Nn WALL5 WITFI - SIMPSONU J fiEiCDMP1ENDATI �N6. FiMOUNT OF PIBER$ SHAL� BE A MINIMUM OF' iy MI_CNPdJIGFlL FINI7 ELECTkICAL. fpM1IT�iAI. TOkS . VERtFU�FlTION OF' � 1 . � LBS/ VRD 3 OF CONCkETE OR THE AMQIINT F'Ef C7MMENDGI> PV LOCHTION'l , S12P:5 , f. INTf:LS. FlND NEQUSF'ED CONNECTIONS i'-�RE n HAN6ER5, TYP. N � fi� D � � OOi� � i� AMIN � }� � AN 1�FIE 19ANUFAC'fURER WIi1CH EVE� IS GRf. i;TEF . CUN1'F"ACTOPr ' S COMPLETE I?EiPl7NSIHlL1TV . m UP ONLY I r, . F�[ ; ril� u!: �� �neNt� r- FSaTFr11oN : -- , 12" M.L. O 12" O. C. � UP ONLY x� V4" - 1�O" C , pKOVIDE AI.L EMBEDD[D !T[MS IN STF.UCTURE AS NOTEp ON � , . CONLF:[TE POURED AGAINS7 ERRTH _ . , „ ANCHITEGTURAL � MECHfNICAI � F'LELThICHL � HFlTi STF.UCIUFtAL � Dktl�WlNGS . MISCCLLANEDUE, CM6EDUED ITGMS ANG ANCHOF' � ONCFE7[ F'OURED IN FONMS cE'f.FOSC.D TU WGR7HF1:' ❑R HUU :�i :MF.LI.. 6[ FW<;N15FIEli GV ��rCCL SIJPFLIGK FlNU N07E5: SEE SHEET S5 FOR ADDlTIONAL FRAMINC NOTES. FAF'TH . . . . . . . �, lIV5Ti�1LLEli H 'i CON(:RETC CDNTF'.RCTOF. . STEEL SHALL FULFILL L153 i'M A3L . . . rpLUMN6 AND HERM9 ( lIF BAp� ) . . . 1 - t / 2 " - P . F'kUV I DE ASF'HHL T 4C MA57I C-CGAT I NG` ON `1LL 6TCEL AND WOOD _ -t . SLCif.+S FlND W(1lLi < NQT FX.FOSF_U f7 WF:ATHFF �� . 3 /4 " ExP[1_�L❑ 7U THE GAFTH . . P . NU GFt. 1 �=E5 OP REIP�FORCEMENT SNALL PE MADf EN�=GF'7 AE � • ���� � T SHOP fiPIL Ef•'EC. TION DF.AWING3 t0 ENGINELF; flll�� DFS�l1IL.ED OF, AUTHOFIZED F4' 1HE STF'IICTUFFlL FNCiINFEF' . �AI' REVfE_b OF ALL hEIW-Ok�:. ING f1ND TRUSS JOISTS . THE MHNU � flPLIi:ES , ;�IHFRE PEF'MITiCti , SHALL P.•F A MItJIP1UM Of �5 RM' FA�-TUF.ER Ok Fqkskl �tlfION Of' qNY 1TEMS P4• IOF 7G WkI11EP.i DI �MEI'6F'S UNLESS OTHKr�WISE PIOTEG . MF1F�.E ALL HqRS �'F'VILW �)K" :iHOF' uRPWINIiO 41ILL BE EN � IF.ELY Hf TH[ F.' I ^oK UI � 71 �.-,ONTiNUOUE AFOUND COpr�ERS . TFIE CONTkAC "fLF.' . S6 F . FLACE TWO ri5 �. F'E!'� 8 " iHlC4lNC5Si WITFI 2 ' -�� FFOJECiSOhJ � • W�a�4.G4 'f+uuf UW� , VAYUF.' 6AkF' IEF.'S , WAIEF.;iTOF . LTS, � SHALL F4k0UND ALl �F'FNTNCB IN CONCF'ETF WFlLLS flLAE�S , AND BL H'� SHUWN UN THE ARCHSTECTUf:At Gf+.F1WIN�iS AND AS 7Nbi - ' r. qTEG IN Ti-iF 5FE�:� tc' TCAt10N5 . L�F_AMS . ALSU PFDVi �E TWQ q5 Y 4 ' -O DIAHONALLY f�? EACFI �'ORNER , � . (�I '. � � : PII. I-IF� 191' f.; `71V nTl'LA: TIIf^F:I_ DF'AW ! �IOS. SIAU . 13E llil:i �: l i I, �s . CDNTIt�lUOUS TOF� AND BOl-TOM UARS Irv WALLS AND nE.lIM1; � ;� "� � � ' � � � ' � � ' � � " „ . � ���„� � � � �: ,�. . HG SF•I. ICED 41E1 FOL.L.]WS : �1'OF' rtiaRS A�f MIDSF'HN , Hi ! " �ii, . h:NHS OVE'R SUPPOF:tS. � N . I'ROVIDE ALL A�7r.ESSOFIES NN. �.FSSFlRV TO SUPF'OF7 FEINI � ni�'� ' �, "'� INfj (�T F'OSITIUNS �NIIWN GN fHF G'LANS . At L F?FIMFOF'CiCt�tl � il �h . + � _ � ��'�-�, � � TO GF_ HE� D SEf .il,r. r� v 1M Ffp{� F'F' �'0.^ iTIOPJ IN �1� �C-01=1)(�NCI �► �1� �� �,'Yij � WtTH ACI 318- '-' . ; Date : 2 - 1 - 1991 . . STRUCTl1RAL SiEEI � F1 . (aLL S7'F'IJf'.�iUPiAI t1TF1� L Skil1L! �-'ONFOI`M TU iL' lit9 L,I'fl: ff ICi O � � Project no : �-� � �� � 710N5 A36 Eer.C. f � i � If?.-- i_OLUMIJS IdHL= F� 'i11ALL �"ONFUI I ' ; � � ASTM (15� ANf1 f UHI; � ULUMNS TO �STM (a;:0�� , GFIFlDE @ , I 1 [ � , �� � 1 . FOITIONS . AN� ��HOF' EOLTS SHF1lL HE A3�!7 STEFL F1ND M [ � I _� . /` ': J.. ! �. �" Jr 1L L "nNL• OUS EMEEUDE:) I fFMS BHFILL Rk Fl:a6 s,�t�� . BY... yl.:,L__. _ _ _ .....__ _ ..._..._.DATE...__ ....._ . .. Drawn Uy . M .7 . b . STFrUI'.TLIkFlL STEEI SHAL� RE DCTAlLED FMID FFlBFIi" �� � � � � ALCGROANCE WITFI LATEST F'FOVISIONS'i OF RISi " M��i , '� � ' �� sTFe� coNSraucT � or, . •� Checked by : ',-} l . Monroe Engineering Consultants i . UNLLSS OTFIEPWISE NOTED � U5E STFiNDf�RD FRAME DE � . , . ' ��DNNFCTIONS W1TH STEEL E01_TS DF WF�DF_D F �i , � � � '. , • w SEI.ECT � tlldN( � I ' ON A EC�C'.H ^.f'!_ iCL O StiFN01 I r . ' . : lif Sheet 4 �f 6 P o e�x ,se� S4 � �8 E. Beaver Creek 81vd.. a307 iUTa� �_��ri ! i �.��. i � �� t ;i ���_ 17 - i �lc� ��.n�.! . � Si � ri .� rari ��,ru � Avon. Coloretlo81620 303-949-7768 SI('l1M . z Pierce , Segerberg & Spaeh Architects P. C . • A . I . A . aec �� rrHC°rueE PI . ANNING INTERIORti ROOF SHFA7HING Main Office HIP BEAM RE: PLAN 1000 South Frontage Road West ROOF JOISTS VaiL Colorado H 16 RE: PLAN 101 . 476-443? 2 X � p Braver Creek Office O 2 '-0 P O. Hna 2311 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ l Rc:� � rr Creck . Colurndo 81620 � � 303 949fiU49 � I I ,� ?J� ��' f 4" TJI/35 I � e �? 11' O 16" I )rn � cr OIlicc � � •1,,.� ,� � � I labor Ccntcr - Suite 515 14" TJ!/35 12W I7th St . � �-' O f 6,• (2)- 7 f" M.L. � Ucm�cr. Colorado R0202 BENT 571. BEAM (2)- 74" M.L � }� � 30t h?3_ i155 �ry I wi i z P�. corvr. wi ?J s►ws�+ reiu rtwcar—'� Qa�om ,w��o �ti� � �1 ' Y� BOLTS O S-0" AGCERED) � �� 2 X 12 A� � � -+ O 2•�0„ � � 0 Z._0., � I m � J N (3)-2 X 12 � I �f i � (2)-z x � 2 �1 � � � S � � TIO � I � n � 2X ,� 3/4�� a � ._� � � �^ �o � O 2._p.� I I q.�' -�. �' � 14° TJV35 �?J w � 2 X 12 � \til� � ^ 0 0 Z"-0�� �� k � I i 3 � I O 2'-0 I ��`� � 2X 12 I\��+�R 0 2._0., (p�_ 14" M.L. � � � I (2)- 14" M.L. � � � I 20 15 �4)-2 X 6 SIMPSON HHU . S6 I `e^ � S6 O 12 12 6�. ,��� � , 4.. TJI/35 y w 9 � � 9 74" TJVJS � O 16" - � � r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i O 16" 3 � � I Q 6 4" X9" C.L m I ~ 4,� � 3"� 1 1/Z" I 176'-8] ��N HHU I o (2�- 14" M.L. TRUSS B � I � �V I � b N �2._p �%% O � � � � ^ 19 x I O.C. (WT � \ _ ��- J J � J � N ^ � � � �1 a I � mo � � � � S6 I I P1/� O � - ; - - - I-T - - - � ' y � ' �2)- 14' M.L. � � o ^ I X � ��y i� � I I I � � ,� � O -: -' _i N � O N � N �2�- 14" M.L. I V 7/4" BENT PL - I � N. � 7 7 � �-- ' ^ � � w W/(J)-3/4,� � I � S6 ? k � � THRU_BOLTS , p•_0„ , , ' ` E4CH LEC „^� � 14" TJI/35 �I SIMPSON HHU I � � `' 14TJI/35 � � O 2'-0" n HANCER TYP. � 7'-7 3/4" T54 X 4 X 7/4 \ O 2'-0" \ `' ALL DORMER I �+ � COL. � �ti � �1 HEADERS � i� ti� i� 1� 76 (123'- 10 1/2] 10 3/�" X 21 " G.L. OVERFRAME -� � i � K � ur>Hr � I � }� }� 7/4„ BINT PL. r�J N S6 b 3 (2)- 14" M.L. 7'RUSS B O V � i� I I i l� O I W/(2)-3/4" � � k � . , _ � +� . �. . ti a 02'-0 ^ THRU—BOLTS r'f cv f � EACH SIDE m ^ � � A � ) T USS A -� ,��� A o :,, P�� o.�. � � T � I � N � 0 2._Or� �J -J � . U 6f1GEJL, V x I � -' � � �� ��� � T r q � ^ � f � �j X SIMPSON � °j -r . � '� w I `�� 2 X 72 - w TS4 X 4 X 1/4 - k � Q- � ._, � � �'a'E � � � ^ N � 2•_�,� j HANCERS COL. C= 4 -T X COL. O .N., .N.. iH 16 °f � ( t ) - I� " r,l .� k ^ (2)- 14" A/.L I ry+1ry N TS4 X 4 7/4 COL S6 � �� "+ N ti�' x ^ � Revisions : 1/4" BENT PL. L N 7HRU-W/(2 -3/4" X 2'-0" 1 � 2'- � ,� o i / O 2'-0" � � � I � - I ��- - ' ' i BOLTS 723'- 10 1/2 70 3/4" X 21 ' QL. v, I, EACH SIDE i4TJ(/.15 14TJ(/J5 ) 4" 7J1/J5 74" M.L. 14" M.L. I 14 � �� SS 14" TJI/J5 � 76 - 16d NAILS '' �ti N �J I + N (2)- 14" M.L. O 2•_0„ � � � � 7/4" BEM PL. 14TJ�/35 gg � .�, .. � N .- O I .!�Yx " W/(3)-3/4" F � � y._p„ ^ ,,� x 1t `" � :�r THRU-BOLT$ �' ryl a � 7RU55 C �J� `_' �y (2)- 14" M.L. �,���', ' ROOF SHfATHING EACH LEG � 4 PLCS. N l N ? O 2'-0 �'� ^ " , ^ I 12 r , � .. � � H �ti+ ;o I � i�- � x � �' �� `1.1 � I (2 -J/4" OL1.� \ � c� � `„ = `„ "� � 9 � I 1HRU BOLTS IN � W70 X 12 BENT BAI. � (2)-3/4" D41. ^ '- � - � TRUSS C � I � VAI.LEYAND / 1 X �? z x �Z � THRU BOLTS 1 ,ry � ? 0 2�-0 � 00 � � � AM11`I � �' � AN SLOPED BM. � Vi1LL£Y AND � 2'-0" • 2'-0" �' � � SLOPED BM. �ti ?h � 9GALF V4° - 1`-O' 2 X 12 � (116'-6] I {l. ? I (2)- 14" M.L L�"1 u �� ��J� �? 2 - 14" M.L. 6 3/4�� y., G L iti+ �fi (2)-3/4" 0 i k :., (y)_,7/4" � I .y i�, (116'-6]I T}-�RU-BOL75 l�'1 �'l 1NRU-BOLTS � NOTES: I (4)-2 X 6 COL.-� � � - - - - - - - - - - - - �- - - - � � 1. OVERFRAMING SHALL CONSIST OF 2 X 4 SiUD WALLS PERP£NDICU(AR I TO FRAMING BELOW 15 SIMPSONHHU - - - - - - - - - - - - - - - - -� I � µ�ry�� _ - - - - - - - - - - - - - - - - - - - - - - - - 2. O INDICATES COLUMNS DOWN ONLY U.N.O. COLUMNS SHALL BE 56 (3)-2 X 6 U.N.O. EXL STUD WALL �p 2 X 12 y0 � (4)-2 X 6 COL. 3. � INDICATES COLUMNS UP AND DOWN. COLUMNS SFkLL BE O 2'-0 S6 � I (3)-2 X 6 U.N.O. - N '^0 4. HEADERS SHALL BE (3)-2 X 8 U.N.O. T � U S S � 5. INSfALL SIMPSON STL. PLATE CONNECfORS O ALL BEAAVCOL. � z,_8„ AND 9EAM/BfAM CONNECTIONS U.N.O. 3/4" = 1 '-0 6. INSTALL S7RUCNRAL 2 X 12 FASCYI AND RAKE 7HROUGHOUf. CONTR4CTOR'S ALTERNATE SHALL BE UDDER FRAMINC AT ALL RAKES. 7. [ ] INDICATES P . -"�'°""'�" �`1 ��' � ki,`e. � � � � Date : 2- � �� 1991 TOWN OF V�, IL Project no : ;�� � <<,� l BY..-- ._z�_ ;Id -{.:.--� - - �— - -- --DATE��_�....-���-- Drawn by : r� . «+ . �� Checked by : l� 5_ � Monroe Engineering Consultants � _ � n a. o. e�,x , s�� Sheet 5 Of 6 � - 48 E. Beaver Creek BWC1., u307 � Awn, Colora0o 01820 303"94g'��BB � � c.,. z e Pierce , ROOF SHEATHWC v STUD BRG. WALL �TONE VENEER- ,_ FIRFPlACE FR4MING Segerberg & STONE VENE£R FLOOR SHEATHING Spaeh WALL SHEATHING FLOOR SHEATHING HEARTH FRAMING BLKG. nS REQ'D W/ ET7. SHF4THINCL ROOF SHfA7HlNG fL00R SHFAlH1NG p , C hp , 1 qs RE: PUW 2 X 12 ROOF JOIST FLOOR SHEA7HING LS X 5 X 5/16„ W/ J/4„ NAIL TO WALL S7UD 2 X 6 DCf. RE: PUW 1 X 5" GAG SCREWS O SND WALL ARCH17'ECTURF; 9" O.C. � PL.ANNING I ' 1 � TERI Rti (3)-2 X 10 COM. O - RE: PLAN 86770A1 OF CHIMNEY � 0 I • • 2 X 6 TRIMMER � Main O(fice BEVELED PIATE 1N 57UD WALI IOUO South Froniagc KuaJ �1r.i (SLOPED TOP) UNDER EACH ROOF Vnil , Colorado R 1657 M � 8� JOIST FLOOR JOISTS i0_ , 6-44- - RE: PI.4fJ RE: PLAN FLOOR JO15TS SOUD RE: PUW ROOF JOISTS BLOCKING RE: PUW 2 X PU7E COfJL W/ � SH1M AS REQ'D Heaver Creek C)Ilirr W/ SIMPSON GLU-L4M BEAM 1/2" 0 O 2•_0" O.C. 2 X PL. CONL STL. BEAM P. O. Box 2313 LSU FNNCERS RE: PLNJ W/ 1/2" � BOLTS RE: PLAN 13ca � rr ('rcck . ColnroJu Kih _'U FLOOR JOISTS O 2._0„ O.C. t0 i 4���_nn44 RE: PIAN (STACCER) - - � WRH SIMPSON 2 X 6 STUO TOP FIANCE FLOOR JOISIS BEARING WALL HANGERS RE: PIAIJ STL. BE/1A1 I )rncrr Ulfirc RE: PUW S � GTION 1 � S � GTION 1 � S � GTION � S � GTION 5 S � GTION 1 � � :, h�,< < r�,« _ ,�,� ,� 5 � 5 � z��o � ��h �, . RE: PIAN I )cm�cr. C'olorado K020_' �/4" � 1 '-0 J/4" = 1 '-0 3/4" = 1 '-0 3/4" - 1 '-0 3/4" = 1 '-0 1�1? 62i_3355 2 1/2" 2 1/Z„ FOOF JOISTS R£.• PLAN � W/ SIMPSON LSU FNNGER G. L. ROOF BEAM NO7E: OTHER ROOF (SLOPED) RE: PLAN � y X IXL DECKING FRAMING OMI7TED FOR SIMPSON HHU HANGER C�m AT RIDGE BEAM 2 �� 2 �� - - - z� BLKG. AS REO'D BY 4�� MANUF. (J)-3/4" Y 17-IRU RIDGE BEAM i - — • 6, � FLOOR SHEATHING 96LT5 THRU RE: PLAN w BOTH VALLEYS AND FLOOR SHEATHINC RIDCE r 1 - - - - - - - - - - - RE: PLAN I I RE: PLAN � 4 3/8" BFAM SEAT � • • • • • � i —6„— � W/�2)-J/4" 1 h1RU-80LT5 I . . . . . � _ _ _ _ _ � � T.S. 4 X 4 X 1/4" w O � � � � �. I I GLU-lAM BEAM 3/8" S1L. BEAM � � RE: PLAN �y1 SFAT W/(2)-J/4" 0 S�EAT W(2)L3/4'� / r ^ W I I RE� PLAN /W/ 7HRU-BOCTS THRU-BOLTS I T.S. COLUMN 7 7/y�� T X 8 X 9'-0 OUTRICGER r � O GLU-LAAI BE4M � � RE: PLAN a ° � i . 3�� -NA1L W/ 16d NAILS ( T � RE: PLAIJ I I (IN NINDOW WALL) T.S. 4 X 4 X i/4„ O 4" (2 ROWS) �ppR JOISTS RE: PLAN w � AND GLUE TO WEB I I I (3J- 18" M.L. -� I I RE.• PUN � O Vi1LLEY BEAM � I 2 X 6 BRG. WALL ( � RE: PUW , I3�� NOTE: FLOOR AND ROOF \■/ 3,�I 6' FRqA11NG OAIlRED FOR S � GTION 18 S � GTION 14 3 S�M.� S � GTI01� 10 ���, S � GTION 6 S � GTION 2 � i 3/1" � 1 '-0 J/4" = 7 '-0 J/4" = 1 '-0 J/4" = 1 '-0 .7/4„ = 1 •_0 U � M � ROOF SHEATHING F100R SHEA'MING w BLOCKINC AS � 3/8" STIFFENER � R�UFgy 2 X PL CONT. FLOOR JOISTS W/ ��R SHEATHINC ]n" X 5" X 8" TOP PL. 1� ROOF SHEA7HING AB. O 2 W0 0 C.� X � ol, R��5 ROOF JOISTS WALL fL00R SHEATHING p X BLOCKING TYP. W��2�- �/2�� Y BOLTS � Rf: PLAN BLOCKING AS —� SHEATHMC REO'S BY MANUF. \ \ RE: PLAN � � ROOF JOISTS RE: PLAN RCVISIO�S : I 3 - is - ! ' EXr. 51uD � I WALL GW-LAM BE9A1 I � W/ SLOPED TOP _ STL. BFAM RE: PL4/J � I W/ 2 X PL COM. O � 70P W/ 1/2" D BOL7 � BEVELED PL4TE - - R£.• PL4N • Z•_0" O.C. O TOP I 2 X 6 SR1D BRG. 4" BEAM POCKET � WALL - CENIER FLOOR JOISTS 4„ W/ 2 X TREATED PL. � STUDS UNDER RE: PLAN � OR ME7AL SHIMS �� J01� . UNDER BEAM , - ---- REINFORCED CONC. WALL TS 4 X 4 X 1/4" BEAM OIMENSION SHOWN ON PLAN EXL STUD WALL —� S � GTION 1 � s � � TION 15 s � � TioN 11 s � � TION � s � � TIoN � J/4" � 1 '-D - 3/4" a 1 '-0 3/4" = 1 '-0 3/4" � 1 '-0 3/4" = 7 '_0 ROOF SHEATHING I - BLOCKING AS PREFAB TRUSS 8 O 2'-0" O.C. � SIMPSON TO FL4NGE REO'S BY MANUF HANGERS � 2 X PL COM. —� ppp��� � F� � � � � FLOOR SHEATHINC CONC. WALL K'� �n° d 80LT � �' +7j � L. ,,� ROOF SHEATHINC N,�� FLOOR JOISTS I (�AGGER) � �" �` RE P(AfJ ��IM�PSON HHU SHEATHING FI.00R SHEATHING I SHEA7HING � � ` A ' �+ 5'�'p/''ru�ud L I (SLOPED 0, VV RE PIAN �•••G I WPPED PL RE: PLAN ROOF JOISTS RE: P1AN : RE: PLAN , 4 � W�-��. i STDNE PAVERS ON 1 1/1" y / RE: PLAN M�ANRU Q�D. BY I scufrr'e -wa�wr coroc�� s � Mnx. � � . c�, ----------�•- - •-�-.DATE__Jy... ..._.. � l9 d, BLKG. AS � a°, REO'D. HY I � o RE PWJ� AUNUF. I O r� NON—SHRINK GROUT � R V Date : 2 - 1 - 1991 � � � � BEVEIED PL. � � STL. BEAM RE: PLAN 2 X DECK JO15T C WALL M�/ 2 X PL CONL W/ 1/2" I RE: PLAN � FLOOR JOIST � �� P�0J2CI T10 . ^ I _r= �� _ � EXT. STUD WALL � BOLT I 2•_�•• � RE: PLAN � W/ DfT. SHE4THINC � �„ ( ) M.L BEAM STL BEAM C � E00�ISTS 4�� � WE1D��T01 PIA7E�� � RE PUW - RE: PLAN � m Drawn by : i —� ;T 2�_ r�o � I SIMPSON LSU HAIJGER y m c�u-t� s� p 0 �C s�� H.AS. (2)-2 X PACK IN BFAM � �, � D Checked by : -{ , y wi ���� � eo�rs rHRU c � � T � ON 16 RE: PLW S � GTI01� 12 4�� S � GTION 8 W� o �._o„ S � GTION 4 ° � � � - SEGTION 20 SIMPSON LSU S � G � � � o w o Sheet 6 of 6 3/4" = 1 •_0 HANGER (SLOPED) J,i4" = 1 '-0 3/4„ = 1 '-0 3/4" = 1 '-0 3/4" = 1 '-0 a � a' EMBED PU1TE � � . 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Box 2313 q Beaver Geek , Colorado R � 620 0 303i949-fi049 � � --- Denver Oflice - - -�- - � - 1 Tabor Center - Suite 515 i 1200 17th St. Denvee Colorado 80202 303i623-3355 � I I I � I _ � � - - ���� --- _ - - - - -- - - --- - � � �- - -- — — — —_ _ — -- — z +' � i�=`�1� i — --- -- — _ rr � --- W j — - - � �n�' �- , _ � �� � � � i � O ' � ' 0 ' ' C/� A ' , � ' O ' rr 1 � � I � 1� � � i � I ��('�, I_� \�� � _ � � ` � O � '�� ,��' c� o oDo (� �< � (.,� I ��k� '�t� � � �` ��'' � � .'a � `�� - � � Q ; � � I A � ' � � i � � � I � __ _ � � '� W � _ � ; - _- ; � - ��� � , ! ���s�o�s : , \ I ( ; I ' � ` i � i i , � F ' I � , / . j=- � � - � - - - - � _ - --- � - �— -- - _ . -- — - - - — - - _ - -- — —� � ' � �/ /� � // / �- = , � �_. /' � � SECOND LEVEL SCALE: 1/4"= 1 '-0" Date : Project no : Drawn by : Checked by : Sheet Of � � � � � z � � a m Pierce , Segerberg & � Spaeh Architects P . C . • A .I .A . ARCHITECTGNE � PLANNING ,i � INTERIORS ' I i I I � Main Officc �— — � �— � — —� '� — — 1000 Va�il'�Coloradcc R �,5d �Nr�t I 303 � 476-4431 � —' � I I Beaver Creek Office i /`� —_ P.O. Box 231 t � Rc�i ��cr Crcek . Colurado h 16?0 �� _ � � 3U7 949-6049 � � � Drn �cr Of(icc ! \ --- — ^--- — I Tabor C�enlcr - Suitc 515 1200 I7th St . I I � Denver, Colorado R0202 � � 303? 623-3355 �i I i / � � ' �- - _ � , ; � {� : �, � � G'� �!; � �� . - - - - - - - -- - - --- -- - -- _ _ �- - - - - - ` � _ � � U � - - -� Z � i O O w ❑ � i � � - --� �- - o i � , A i � � __ _ I � Q � o � F 1 �, Q � ► � _ � � w x �' �, � � I , � _ _ � �� � o . � � � i o �� � � � � � - --- - - -- - � - � � U � � - - - -- ; - ,� \ � - - 1 � ; ; 1 � ' � � � � �_ �; �-- ; � � � - - � � . - A ' ' ` � � h j i � � � _ I , � � O O w / % \ T / . 'T' lil � �` ' �.- _ _ - - -- - - - � � i � � / I \ —� � � Revisions : �' ' � � � � / � 1 ' . 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Box 2313 ' i t3eaver Creek, Colorado 81620 i � � !I 307 ' 949-6049 - - --- - - ' , � _ ___ ' ► I I I I _ _ _ ______ � � i {�enver O ice � , � � I iabor Center - Suite 515 j � 1200 17th St . � � � � I I penver, Colorado 80202 � � ! �� � � ' 303 ; 623-3355 II � j i I � i � I � � I i , I I ' � I , � \ � /�� � � � I � I " _ 1.J '. i � 'i � � � � � ' � � - -- - - � - - - - - - ------°:_- � ''. � � I . ._ _ _ . . _ . - - - � - - - � --- - � � - - - -- - U , � , _ _ � Z _ � � -- � ! w - , ' I ; ! , , � , „ i j � ; . ,�' � Q � � , 'l , , � � \ -- I i / ,\ � w...� Q � , � /� I � � . . v ! , , , , � � Q ; ; I � rT1 � , I I I � � _ W � � � I . -- - ---- - - O � i � i I I � i � � � - - � � ' i � ,__ I � i _ �. -- - - --- - �..a _ _ _ _ - - — � � i �' � ; V � � U �.i � � ; �� ; ' �� p� ¢ � , , � - , ' Q � � �� _ � � � �, , � -- --. -� t� � _ W � __� r �-_ __ _--� � - RCVIStOfiS : / %/ �` � _ _ . — . -- . . . _ � — - - -�-- - � - - . . . . . - . �. � _ _._._ _ _ . _ _ .� — � � � -_ _ ._ _ . . . _ ... . _ . . 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ARCHITECTURE PLANNING INTERIORS 1 i ' Main Office IOW South Frontage Road West VxiL Coloradu 81657 303 � 4�6-4433 Beaver Creck OI(ico \ P.O. Hox 2313 � I 1 f3eaver Crcck, Colorado 81620 I � _-- - ----- -- � � i I II _ - -- - — � � � - - - — _ �— - - • fknver Office � i � I I .ihor Center - Suile 515 � � I � I � � — -'—� � � Ucn ��er.�Colorado 80202 ; i II ', . I � - 303 623-3355 I , � \ � I , I -- --- -- - - - I I _ . .-� _ _ _ ._ _ _ _ _I � 'I -._ . - . . ' \� i � � I i � �I r--► � - - �..� i , �i , _---- �_ U � � � � � � � ���� Z ;- , �� w , : � � �� � � � ; � ; � � ,. � �� � � A p � � � , � ; , � � �� �--/�� Q � i ; � vJ Q -- - -- _ - - -- - - --� _ _--�}- w � I � � _ � � � - -- - -- --- - - _ O ; �-- - - -- x � � � � � � � U ' ; ili + � ' ! � � I � � � � - , , ; , ,—. _ I �_. ._. 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[�— �d�.� 5 �� � u,��� �. �vo.� � �'�" �-+-�-�+� V�+--� �/ � � � �e��u � P..�c�a�-� °1e- � � �'��r.� Q � j ` , � �� - - � �i � �� � z �Y r' �� r��� ��w ���.+�'� I � o '' I �'� ' � ` � {� �pc� I�f.�S -k 3%}" M�I�L �'� `/awE � a ����``� �, � • p �� � ;C�L {�i .�l.. - �vt� 7 5-�-� �� �vr�T�b �.lt.�2 Z ' � � � J o � E�r�-� ,�� +��,�- � � � �' t���� ��7 �c� r-�-�-�.� u��.� . Q �`v= � >>� � � i " u� � �v .� �1 � � J ... .,..� � r'I � � , � �„� / � ,� -- — y� � 1�a�--�;�.h'�.F,;J� �-�� � ��- - S� �� �� � � / � " . .�. . _, .� • . . . , , . . . . O� . ... . . . . . . . . . . . , , , . , , , . . . _ . . � /(� , ./.• • ' • • • • . . , , , . . � � �-'='� .• � �� , . �.• ' � � °k ' Z ��• yi �i i � u �� O � �. ���• � `� � � � • • • �� • • � �� • • • � • • • • • �� : � � • � � • • �.• �1 )u_ � • • � ) • � t- � � • � • • �� ` • � �•! • � ��� � ` � � `� � •,�� \ • , • M �� SlRI0ATI011 110'!68 C i � V�I �� �� • � • • . • • . • � ��• �� 1 . In�callinq coatractor s�all varify ell dt�snuone and arees � V • . prSos to ctart of )ob. Incant i� [or full cov�r�ge ot planting . �� • . NotlEy Landscaps Archi[ect oE any dl�crepencie• prior to trencAing . � • �� 2 . Plsn in dlaqzsm�tic sod no[ inC�ndad to ehw ex�ct lxetioos of � • �J • plping end velvee . Sprinklar hesd spacinq srs •hwn accurately end � •i . stull be Lnstallad ss indicated by t�e centor o[ th� •y�bol . � . W � � � , � Lrommtherspecificsllon�^�ll�baiallored wiC1A utcprior vrittan,tione � • epproval of Landecape 7�chitect . � � .JP�� � -� � i • _ _ � �y, ' . • 1 . Main line shell be 9CH �0 PVC et a siniws dept� of 12' Mlow qcade . �4' • Lateral line shall bs B01 Poly�tEyleoe P1pa a[ a ninimue d�pth of � � �7 � � 13• Dalor gcade [or Plentlnq ar�as and B• !or l�wn araa� . U�e only � • tPa aolvent eapplled end recomw�ndsd by the plpe manufeccuror Go � � r �i , spv1n91orChandlPnqS��nde21 houre wring�Ci�eebofo[�uwterCiaeDlacede � 0� • ` � � Sn pipe . Cencer loed D1W ritA �� 11 awunt of Wcktill to prevent • � � � f �rChinq and vhipping und�r preuur� . O � . 5� L . � \ � � � Y. Nharo �ore t6an on� DiW i• in�f�llad in e tr�nch , Dlac� pipe slde � ' Y - • ' �� \ • • by �ide at a oinieua of 2" apert . Ml�ere soll condltiona ere cocky , _ � • � place e � • laymr o[ fine uurial on ttoa ot trench prior to � .l � � � � � � � � �• � , in�tsllecion of pipe . � � i • il,i � ' ` • �. lu�' � � ��. 6 � boxlVOrva•:ehealnac��uryly-plsstic valva 6ox�s I10• round , ntendard � • O• 7 . Sn�ull 12' hi9� pop �eadt 2 ' �bova qrad� . y " flexible pipe sh�ll � �I, „ � ` � be u�W u �ving joint �ue�Aly . � � � �� �'KLy � I J�'} ? . (/ i e . Securely sount contaoller a� dlr�etad Dy mautecturer . Complee� all ` �� � • • • ' � � -% `� i I1 �cU�LCadiracc buciel . t�Tapetend1bundleleWry�O1 . �iPl�ce�a[ a� � � : � _ • �lni�um depth of 14• . In�eall fn co�on crenc�es vieh ptping vhen Q � � � � ewr poaslbla . If pips cro�ws peving , encaw rire in SCtl �0 PVC � � • •le�va , or u�� ot�et aveilabla aleeving . � � O • � � 9 . At velvet , boch wlres •Aall M brought into valve box •nd •hell have •�� `�' �� � � • an e:ceea loop o[ Y� ' batore bainq �pliced into t�a wlanoid pl9uals � � O • � u�ing Pentite vaterproof eonnectore . � � �• ]/ • 0 • �> • 10 , nfear valve� have baan in�t�lUd , t�et all mein 11na• Lor l�aks nt � �� � �- � Eull line p[eeaure for a p�rlod of 2 houn wlth couplinge expoeed and � O � • ��1 • pipe eection� center loaded . eefore teeting , fill ilne �ieA weter [or �� � et la�st 2� hourt . Pzovi�lons ■�ell be �ad� Lor thoroughly 61eWinq • : t�e Ilna of a1r �nd d�bri� . Corr�ct •11 dafecc• e�W ra[est . � � • �' i �' � 11 . All excavstion� eh�ll b� backfillad rith fine eeterlals to 1 ' above �= �•� (� I �� � crwn of pipe a�M ta�pr c�an fi ! ! �ith eart� end [amp . All cranc�ea D � � � � � ahell be leEt [ luch with a0joiniep qrade in a firm unyleldinq condi - � • � �,} �� � �� tion . Any subspuent wteling s�ell be correeted by tM con[rector . � O • �� � • � � • 11 . AfC�r •yreew ie lnteallW, resove he�tl• snd opeute ■yetee at Eull �� , 1 u B pr�sture untll all dabri• i• rewved . � / � �. � - • �.l � I � / � U .• Tut to daternins tMt all �prinklen [unction sccording ta menufact - ��f� 7 � � urer ' s data end gLve tull covarage accordlnq to lnCeni ot drewing . R�place and adjue[ ae n�ceuery . Addltional he�d� a�all be provided i . � � ' eo rs-establiah s�ed aovn ar�ee vhera previously axietinq native \ landacapa has becws di�[urWd durinq cons[rucCion . \ . / / \ 1� . ConGracGOt shall aet lnitlal progro for the conttoller end s�all / teutruct the wner �a to Sts oDer�tion . �� � �� project no. �� \ V � ' � arcl-iitect �Y� . v date � �L \ revised � , � ' � ` !�L sheet no . �� � , . � , . ,\\,,> , ,,��� \\ � �� , �� � \,. RE: P[AN 2 X 6 TRFATED W/ Pierce , 5/8" Y X f0" A.B. O 3•-0�� Segerberg & _ Spaeh EXTERIOR SHE4TfiING EXL SND WALL , _ _ r .— — Architects s x io sruos o � s�� o.c. _ . �, ... �III °o °o°000°Ooo ' � ' 'T 4�� III III II 111= P . C . • A . I . A . 2 x s • � s^ o.c. _III STUD BRG. WALL 8 = _ I p°°�OvO�•Oo0a00o 4�� - ARCFIITIiC7' UI2E 4" CoNC. SL4B-ON-GRADE �4 O 2'-0" ��' = I IIII ' � � �� - 4" GR4VEL BASE PI. ANNING 0 Z�_ (2)-f�5 CONT. _ - � 4" SLAB ON GRADE ON 3,_6�� ! ic ' %i 2 X 10 7REATED W/ 3/4" A� � � �_ X 10" A.B. O 12" O.C. ���� i �_ (2)-�5 INT �RIORS �5 O 2'-0" X GRAVEL 90.SE ' EXTERIOR SHEATHING � 3•_p �5 A 2._0„ f5 O 2._p„ o M.iin Ofl�icc � � f5 O MID-HEIGM � 2 X 1C STUDS O 16" O.C. g„ . . � REINFORCEMENT �`+ � IIII RE: PLAN g,� f�5 O MID-HEIGHT � , 1000 Sowh Prontn c. Road Wcst e o 0 o RE: SECTION 7/51 =III • � MATCH VERT. RE1NF. Vail, Colorudu R 1657 ' ' . � : 0'�000�0� � STONE VENEfR 1p 1 � 476-4411 , . . . , ' 2 X 4 KEYWAY (TYP.) 2 X 4 KEYWAY °°"'°° oO%` • , � � . IIII III (3)-85 �� i� 2 X ] 0 TRFA7ED W/ J/4" rr oa•oo o•oo s o z•-o�� x ' — �3J-�5 F100R SHE47H1NG � I = - . , X f0" A.B. O 12" O. C. pcavcr Crcck O�7icc s° � , . — -ui iu ui , 09�_0-- � ��S _ . uu _ ALT. o =��� ' i P.O , 13ux 2313 6" � '-4�� 1 '-�" � : 6�� SID£S � � (3)-�5 CON7 � � . � • = /— (3J-X6 FACH SIDE f3eaver Crcck, Colorado 81620 , 307 / 949-6049 L4 X 4 X 1/4" W/ 3/4" � , =III RE: PL4N IIII -III � X 6" EXP. A. 0 76" O.C. �6 O 12" VERTICAL RE: PL4N � . .. S � GTION 11 � S � GTION � S � GTIOI i � ' FUIG STONE f�6 O 12" HORIZONTAL ��cnvcr Oflicc (iF11CKSE7) I Tabor Ccnter - Suitc 515 DECK JOISTS 109'-0" 1200 17th St . RE: PLAN SIMPSON U HANGER Denver, Colorado R0202 3/4" = 1 '-0 . 3/4" = 1 '-0 3/4" � 1 '-0 108•_6„ • : 303! 623-1155 . OOR JOfSTS � RE: PLAN 10" 2 X 6 TREA7ED W/ � ' . � 5/8" Y X 10" A.B. O ' 3,_�,� . STONE VENEER\ ' � . 2 X 12 LEDGER 2 X 6 SND � 8" ' L4 X 4 X 1/4" W/ 3/4" W , W/ 3/4" f� X 6" BRG. WALL RE: PLAN • X 6" EXP. A. O 2'-0" O.C. IXP A. O 2'-0" O.C. • FLOOR SHEATHING �6 O 10" VERT. . ' , FLOOR JOISTS 2 X 4 KEYWAY . RE: PIAN � T � }� 4" SLAB ON GRADE ON FLOOR SHEATHING ' w , Sl� GTIO � I � �� STUD WALL 4" GRAVEL &1SE �2)-�5 W/ .MOISTURE BARRIER • . r 1 N6 O 12" O.C. � � ' � �5 O 2'-0" SIMPSON U HANCER � Hoa. �o„ . • Ea. doisr , � DECK SHFATHG. 3�4�� ° � �-� 2 X CONT. TREA7ED , • . �5 O MID-HEIGHT , � W/ 3/4" � X 6" W/ 5/8" Y X 10" A.B. 12" M.L. LEDGER W/MOISTURE BARRIER � � 2 ' EXP A. O 12" O. C. I 4 Y X '6L EXP/R . . O 2'-0" O.C. ' � � EXTERIOR SHEATHING � AfATCH VERT. REINF. 2 -6 ;�, O.C. A. 0 STAGGER . - '� - . `. . . : .. ,, FLOOR SHEATHING - ^ - - � - - . - - • - -. - . � �" � � 2 X 8 STUDS O 12" O.C. O � p'Oo 6" ' Q ^ ' e o o . c o c o o c a ' ! ; r ' ._ � . o'�oo �Ooo �o o Ovo' Oo . STONE VENEER 107'-6 0• =III• III o• o' III IIII a• �y �—� _ .' • l- '. o t t /z ' - ' d , � o s � (� , - - � � J STS�SFLILL �BE PARALLEL ^ -III � • . . � �3)-�5 /2" � ] 1 " � II , , � . lio - - /L 2 X 8 TRE4TED W/ 3/4" 0 TO WALL = _ • W O � � X 10" A.B. O 72" O.C. �CV.::i ���� -��� � , . � `] %� . , RE: PLAN ^�•� ia . . , •�. . � ' � 1 1/2" � DECK JOIS7S �3)-�s . , ' - - � � � . ' ' , RE: PLAN W/ S/MPSON U �6 O 12" VERIICAL 5 � G T I O N 4 �6 0 , 2" O.C. �I U � HANGERS , �6 O 12" VER7ICAL � � 1. ' ; � L4 X 4 X 1/4" W/ 3/4" P� X 6" ' � 3/4„ = 1 •_0 . . � � � � � ' EXP. A Of i6" O.C. �6 O 72" HORIZONTAL ' 2 3/4" � (2 )-2 X 70 LEDGER F(AC STONE 2 X PL. (TREATED) FLOOR JOISTS � � , NaIL AND GLUE W/ 3/4° (THICKSET) W/ 7/2" A� A.B. O � , - . 2•_0„ O. C. SIMPSOh' TOP � � � ' � - ' ` �� X 6" IXP. A. O 12" O.C. � � 109'-0" � LS. COL. IN WALL - =III � � DECK JOfSTS . (3)-�6 EACH SIDE . ; FLANGE WINGER 3/4" STL. BASE PL. � � RE: PLAN � � - . • ' - � ,. � RE: PLAIJ ' SIMPSON U HANGER ' � �(2A 1/2" � X 6" _III • _ —111 III_ _ ' �� ; ioe._6,, g„ � E P. . ^ � J �/!� . r;;� �,'<',. i.. , ' .'-:` . • NON-SHRINK GROUT _ _ _ _ � - ' • 4" SLAB-ON-GRADE ( , -��� � �� �° � � i ' ' ' ' ON 4" GRAVEL BASE M�1 • o , o ob; o oro; Z X 4 KEriNAY ' M � •0 O�• 0o0�'0o RE: PLAN w � : REINFORCEMEM ry �' 0 m III III II III = � ' . I RE: SEC7ION 7/51 ♦ - - - � 2 2 X 4 KEYWAY � ' . � � � ' ' . . • I ' 1 ,� ' 3„' 1 �� N ' � _ I�- 4,� CRA�VEON�GRADE ON � � . � p�� . , � L. � � � I I IIII OpOOO O • `� � � • - FLOOR SHFATHING 4" SLAB ON GRADE ON i �Z�-�5 � o o �o C $ . . �5 O 12„ . 4" GR4VEL BA.SE _ ' � 0 `�00�°Oo : ' � .� FLOOR JOIS7S � ' �5 O 2'-0" VERT. . II= � Q . � ' RE: PL4N . _ . . . ' ' • . IIII � °' Revisions : �5 O 2'-0" HOR. - % • � - � N °n °.� - I �� - `'jl �5 O 12° FLOOR SHEATHING ' ' ' F� � • • • C � . . � . � � . W/ MOISTURE BARRIER � MATCH VERT. REINF. I -III . 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ON 4" GRAVEL B£D STONE VENEER - . � - � 4" SLAB-ON-GRADE 04'-0 � FLOOR � � - - -III ON 4" GRAVEL BASE � , I � SHEATHING 2 X 4 KEYWAY ' _ ' . , . . • 96._�,� �_ ... _ • �axaxva° w� 3ia�� � — —111 =111 ' = III , � . . � - - - X 6" EXP. A. O 2'-0" O.C. ' � �AO.po� �,�' X OoT'AVB �z)-N5 °��� . • � =��I �Ooo°•0v O 2._p„ �6 O 10" VERT. . ' ' � . 4" SLAB-ON-GRADE • 2 - �5 CON7. � � III III IIII �/p I50 JOINT ON 4" GR4VEL BASE . � 2 X 4 KEYWAY � � � ' . � ' - - = - - �. = ON 4 GRAVEL BASE O i6 O.C. HOR. � 4' SLAB ON GR4DE � .8„ f5 /5 O 2'-0" O.C. VERT ! IIII � RE: PIAN IIII °CSn° � �5 • 16" O.C. VERT. � �6 O 12" O. C. , � ' � ' = p°o.Op OR. o j�5 O 2'-0" O.C. HO � � � � DECK SHEATHG. - =III , • ' � • � • ' RE� P� �5 O 16" O.C. 3'-0" "� ; � W/MOISTURE BARRIER ' o , . . � • III IIII MATCH VER7. REINF. HOR. JO1NT CUT � . � ' ' - - - '-� - - � � � IIII • � � 18" LEGS ALT.SIDES 2"X4" KEYWAY TYP. ALL VERTICAL � . , STONEPAVERS . � • � � o ro� - ' ' � ' 8 Date : 2 � 1 - 1981 REINFORCEM£NT IIII �000 o , - - ' ' - • � � � � � � . __ • p.o��e.�o - r; - - r �- , _ , , ' , ; III— -III IIII RE: P�nN =III s" odo io�i ' � 0 �°. 00�o _ ' � � ���� �3)—NS ���= po. �DOa��� Oa°�� 0�°�O N =III . . ' ' N IIII III : ; ' , � . � III IIII =111 : � . ' � . , ' III III IIII Project no : '� �=� � �� , . � °III 3)-ys coNr. " =111 � . • IIII � RE PlAN (3)-�5 IIIRE: PLqN III IIII � � _ _ Drawn hy . �`I . �-� DECK JOIS7S . IIII RE. P� =III (3)_�g Checked by : +�, �j RE: PLAN W/ SIMPSON U � S � GTION 1 LEDGER RE PIAN S � GTION 10 S � GTION 8 S � GTION 6 S � GTION 2 Sheet 1 of � � 3/4" = 1 '-0 3/4" � 1 '-0 3/4" = 1 '-0 J/4" = 1 '-0 3/9" � 1 '-0 � � 0 u z z � R 0 Pierce , 62•-0„ Segerberg so•-o�� az•-o„ Spaeh Architects 14'-6" 6'-0" � g._p�� 16._�„ � - - - - - - - - - - - - - � � � F-rc. srEa P. C . • A . 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FROM TOP _ - _ _ _ - - - � � 9'-3.� OFDECK)TOTOP � � �/ � � � � AMINC �' � AN Drawn by : i"I . }F SLAB—O(N—GRADE 30'-0" 2'-3" i f '— i f 1/4" 2'-3" 5'-0 3/4" 10'-6" S5A'OSl '16' O.C. EACH Y4° �1�-O° _ �,AY " Checked by : }{, �, No�s: Monroe Engfneering Consultants � sz•-o�� � 2. PRO DE�/2" DEEP BEAA1 POCKETS FOR , � � ^ Sheet !Z Of o ALL DECK BEAMS. P. O. Box 1587 4. ( ) INDICATES 70P OF FOOTING ELEYAiION. /� 4B E. Deaver Craek elvd., M307 � � � 5. ( J WDICAlES 70P OF FOOTiNG ELEVATION. J. \ ^ / INDICATES 2'-6" X 2'-6" X 10" FOOTiNG nvon, Coioradoei62o 303-949-778e W J - 5 EACH WAY. PROVIDE 3'-6" _ z z � ¢ m Pierce , Segerberg & Spaeh Architects P. C . • A .I .A . � ARCHITECTURE PLANNING INTERIORS Main Office 1000 South Prontage Road West Vail, Colorado 81657 '� 303/ 476-4433 8 3/4" X 12" X GLU lAM BM. , RE: PIAN I� 2 X 70 y O 16" O.C. l3cavcr Crcek Ofl'ice (2)-2 X 12 (2)-2 X 72 � 2 X 10 P. O. Box I O 16" O. 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O � 3/4" = 1 '-0 - - - - - - - - - - - - I 72" 7YP. ALL LEDGERS N NOT PAR9LLEL � I J � TO JOISTS. N � �; I S7UD WALL � � N I ABOVE � 'j 2 X 12 '" cJ; � I � 0 p._0.. K O 2.���. ^ I k ) �5] I ! � � �S6LZX6 6L. 2IX 6 � - - - - �- - - - - - - - - - - - � - - - � s•-z sia" � s�-2 si8�� 2Np � � 00 }� � i� AMINC �' �. AN Date : 2 - � - 1991 sca..e va• - ra 72'-4 3/4" Pro� ect no : r� � � z1 NOTES: • 1. SEE ADDlTIONAL FRAMING N07ES ON SHEET S5 Drawn by : �--� . {}_ 2. PROVIDE J 1/2" DEEP BEAM POCKE7S FOR ALL DECK BEAMS �hecked by : �{ , �_ onroe Engineering Consultants F ��� Sheet 3 Of 6 4 w LL P. O. Box 1597 : 48 E. Beaver Creek Blvd., a307 � � � Avon, Colorado 81620 303-949-7768 .'����. � z i � a m