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T R U S S � — -- ROOF BEYOND w � LI_L I I „� r-1 � �\ . = - ° i Q , _ - - - - - - - - -�- - .. - - , , 1 - � � �C� 3 BEDROOM 3 BATH 3 � HALL � ' � --------------------- J� TOP OF PLATE ----- ----..___. EL=+ 16'-3° A417 ° ° � �°' 1 DECO „� � I I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i � I 1 � � TIMB S. I'� I I I J �� � � VAIL RESORTS i i � � I I � ( � DEVELOPMENT -- 1 � - - -- - -�-^---- --I I-- UPPER LEVEL = + 10'-4" COMPANY ��----- � (1) ' 1 I I J T.O. PLYWOOD SUBFLOOR AVON, COIARADO � ( 1 1 I I � nacw�recroPa�coxn � � � � I � I �M�� A416 siM. � � \ ' ' � � �,J � � 1 1 - - - - - - - - - - - - - - - - - �. : 1 1 ♦ � ENTRY PORCH I � I MNN ENTRY 1 1 1 I De mK 1 0 o�r, caa� E ' etm ' n°3 � � � - � � FlNSH FLOOR xnsres�'v�sn . - ; - — - _ __ _ _� ; ; ; I I ; ---- - � � SEE CIVIL FOR GRADE nmcNeaasrnrr � - I 1=1 I 1=1 I 1=�� � - - - _ _ � � I � / EI_EVATION REFERENCES, TYP. 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PLYWOOD SUBFLOOR DEVELOPMENT - - - --- ----- ---------- - FIREPLA E -- -- I I 1 FOR �R�T — ( I (RE: I RIOR) I I I I 1 CON IGURAT 1 1 1 COMPANY � � Qq � � AVON, COIARADO II � � � . . - . - � �ucsm�ec.-roaaecoan � SIM. DECK 1 1 � � ` A416 OPP. HAND �o� LMI�G ROOM � I � MNN � I EWTRY PORCH ' ° . � � �,I �� � � � �w � � � � � � � � � � � � � � � �► , 8106 � � 81 ' . . B�Ot � . ( ' — ' 1 1 � � � FINSH FLOOR nRCHrecrune � � ' . . • � ' Demer. Colnado � I r= � - = 1 SEE CML FOR GRADE 1 - 1 � � � i � � � � � � � - --- - — - — IT=1 � j ELEVAl10N REFERENCES, NP. M„�P„�� 1 - — . - — ; - I-1T � �' MAIN LEI�EL = 0'-0� DhSIGNARQQLS(.T � —— ------- -- - - - --- -=- _�-- 1 � � — - - - � I L—I I L=1 I � T.O. PLYWOOD SUBFLOOR HART � HOWERTON I � __ _ _ _, / � ♦ I i 1-1 I I-1 I -I LI I L-I I f=1 I LI I I-1 I i-i I i� I I I_I I I ♦ r1H°°'O""��°°''°A1C 1 1 -j -- — , : ; _-- l�_ _ ' I ( I , I _ . a. . . -a .• a _ M S1'RUCN�ALIIiCIIVGPJI MONROE R NBWPJLENGR�BLS,IIJC ' ^- AVON.COIARADO A " 1 � I ( � STAf � �cHn�„Be�i�n�rNCa�s� I - 1 � - t o A�,�r�,,m � 1 - _ - - — 1 1 i N ��� � _�C TER � FNAILY ROOM � LOWER EN1RY � ^ �� ��c•� 1 1 = -- = � � 1 � RE: TUNNE � __ _ .— I � CONSTRUC ION PROJEC'TNUMBER: 20900.00 � - _ - -- _ � � PACKAGE � —_ -_-- — - _ _ _- 1 1 I � I = - — _ -- _ _ ISSUS RBVISION DATS � —_ - - - ---- - - - - ---- ------ - - -- - -------- - --- ---- -- GARAGE LEVEI = — 12'-0" ' T.O. PLYWOOD SUBFLOOR � BLD('• Z�CONST. 09.02.04 - - - I �I I 1=1 I L=1 I I-1 I I I IJI I I I I I I I I I I I�I �I C-I I �I I �I I �I I �I I �I I 1=1 I 1=1 I 1=1 1-1I I� I I : 1 1 _ �A FINAL CoNSt' 0�.03.05 ' I � I f� I F-1 I I-1 I I-1�1 I �I I I-1 I I-1 I I� I I-1 I I-1 I 1=1I I-1I I-1I I I �I I �I I �I I �I I �I I I-1 I I-1 I k=1 i I I I I 1=1 I 1= � - 11 �{ I I� I I�I I �11 CI I �I I I-I { I-I I CI I = - I_- ��LL��L��11�, _ - 1= = r t Q ' . . � . . e a ADDENDiJhi 2 �1.19.05 �I�I�C� I �rll �II �II �IIIIIIIIIIIII��III�I.III�III-III-Ill-l� l �f �II �II �II �II ��IILIII�ilJJll-111��T 5 � � � � � � � � � � � � � � � � � � �� � I-I I IJ I f-� � �-� I L� I I-� I I-1 I �=1 I I-1�I-���-���_���-���=1 I ��� � � � ��� I ���1=1��- �I � I-���-1 li � � �-���_� �_���-� I �=1 � �� � �_��� • 1=1 I I �o �L=I � H 16 ADDFNDiJM 5 05.16.05 I�I I �I I I—I I L—I I �I I I I I1=1I I I I I—I I I—I I I—I I i�I—I I I—I 1-1I ��I I �I I �I I �I I I-I I I -I ! 1 Oc 2004 42�40 ARCHITECTURE, INC. ���� �� cc���\ �, � E. 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BFAM , � WD. BEAM 1 — 1 1 1 (RE: RCP) (RE: RCP) 1 - -- 1 _ ---__--- ! _. 1 1 1 _ � � � � � j---- - - � - --- ' - --- -.-- - - - — I�IG__LINE— � -- � � - 1 1 I � � -- 1 Q -- --- --- --- - --- ' L ' � C -- ; - - -- - --; - -M - -- TOP OF PLATE '—.----- - � � DE RATIVE I + 16'-9 3/4" O°°�''°�D8°�iD� � � 11 ERS, NP. � � TIMBERS� I P. � � VAIL RESORTS i � ; � MSTR DRM. 1 � Msrn r�a• � � DEVELOPMENT , — � � � � � \ / ' � i � � � / � i 1 v�,�� 1 1 _ ' ; 1 1 UPPER LEVEL = + 10'-4" ��TOPR�coxo -- -----F----- , ----- --____=_-.__-=- ----- - - - ----------- --- ----- -- - -----t- -- ----Q ; ` , ' ' ' ; T.O. PLYWOOD SUBFLOOR : �� � �,� 1 - - - 1 � � 1 1 I �rtw.rECn� � � LMNG RAI. � � LMNG RM. � � D811Bf Co1oia0° 1 1 e�as � I � e�ae 1 1 � er,�,srmc nw�ur�sa 1 1 i ; I i � I � � � n�cc+.acFm�crr are�vrox�c, Nsavxoatc 1 1 I DIN RM. - -- I I _ � I D�N RM. � ( � � o IiART � HOWERTON � � � e� -- - � � � e � � ,� FINSH FLOOR � � � � � SEE CIVIL FOR GRADE 1 1 ----- --"� ( I I I � I � � � ELEVATION REFERENCES, TYP. Mormoge���amr�t �e��,wc ' 1 1 - -�- i — 1 1 — --- ------L----- - --- — � -- -�L _ ,� M1UN LEVEL = 0�-0� AVON.COIARADO ---r ----- u-aeNCU�x.u�c ---- --- - � , 1 1 - -- I t a T.O. PLYWOOD SUBFLOOR � „�.m.,,�„m,,,m � I 1 A A 1 1 � c�,�.� � _ ____ I I I I � M ����� � _= I _ - � � - - - r--=_ � (-- � ; - � ' \ � \ ( ; PROJfiGT NUMB&R 20900.00 I ' � I = ISS[Jg RSVlSION DATE � BED M 2 � F Y RM. 1 � � ILY j gEp � 2 � o � \ I / \ � J \ � / \ / ; i� 07 BIDG. 2/CONST. 09.02.04 � � / A ^ �FfNAI. CONST. 01.03.05 � J � � ' � �3 ADDLlNDLTM 2 01.19.05 � � � ----- - I---- I — -- � � 18 ADDENDUM 5 05.16.05 GARAGE LEVEL = - 12'-0' -- -- ---T---- - � �_II �-I- I ( Lll �� l -� T.O. PLYIMOOD SUBFLOOR � : � � : iiiiiiiiiiiiiT� � i ��iii��iT�� ♦ ♦ - - - - - - - - - - - ♦ =1I1-II - Il �llk '� - - - �. .� � � - I h�i�h I I EI I L' Q m,. �c. �w� P Q �I I I=1 I I-I I �I I �I � I I1=1 I I-I I �I I �I i ' RE: STR . --III--III--III-II ' � 11 -L-I I I--I I I-I I �- __ I- _'� � �� � �—� � . � � � i � - � --'� — — — — — -- — — — — — - - — - i � i � ir�iir-nr � in�n —iii—, n ii� ii� ii� ii-ii � °iii-in-iii-nui �ii ii� n�ui-iiuii� n� ii-iii-iii I , - • II III-II �II �IIC-IIC-III_III-111-111_IIH ; i� i �n �u � i • � n� ii� ii� i �i �i i� n-in_ _ • .� i !� � i — _ — _ - i- -i�_; i �-iii= i i� i � � � tii-ni-ni-� ii-� ii� i �-i �ui�i �� i�=-� ii� n_ni� i �� ii-ii �-� � �=� i i ��iii=in_=in_� ii=i � �-iir- i � i-i � i—� ii-n �-� � � i �in_ii �=� � � ii� tii� � i� � � i �� ir� i � ir� ii� » � r� �_ _ — � � i �ni-i -i -+ � � , �i �ii_ii�ii_�i� ,ii ii� _ii �-i —�� —�� ii� ii� ii_ -i - �in-iii-i _ i i ii� ii_an-iii-iii� ii-ni-ni-i — _�=iii- � n— _ � n-iii-�-iir_iii-ni_iii-iii�T i ii� ii-iii� �ii �n �n �ii � ir—�- n� i ����ii� i � i �C = i� _i�, , A � i _ i �-l�—i un ii , in iii __ i�— ii � - 7 ni ii iii _ _ i �,�i � _ _ _ _ _ � _ �—n i �ii i. iii ni ni 0 i � iii—nr�ni=ni- n-i i-ni—ni i � n� ii� ii� u� ii_ni-in_iii� ii—ni—n � i ii �in-ni� n—iii-iii� ii� ii_iii_ni-u �— = - _� _- r-- i� ii-in-in-iii-iii-ni-ni-iii� n�� i� ii� ii—ni_ni_n �nr—iii� i �n � i � Hi �i�� -� .in� ii-n �— _ ��—u �nuiuii�in�iii-iii_ii�� uaiuiun� n� n-ni-iii� ii� ii-iii- n-i�in-in_iii-iii� iun_ni— ii� i �ni_iii-ui-� i _r-- ii� ii� ir� ii� ii-ni_ni_n �ni-� n� n� i n� i �ii_f�� ii-n �ni-iii=iii� i � i � i � _ i � iii ���n �=� � . � ��II � LL = � � �I 111 II I - - - - � - - -„ �. . _ I � �I I �I I �I I H I 1=1 I I�I I I-_I I 1=1 I I� I I-1 I �I I I� I I� I I- I 1=1 I 1=1 I � I I� I H I1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1I I-I I I- I I� 11� I1=1 I L=1 I I_I I I-1 I I-1 I 1-=1 I I=1 I 1 � I H 1 I-1 I I-1 I I-1 I I-1 I I-1 I I� I I I I� I I I� I F=1 I �I I 1=1 I I-1 I I-1 I 1=T�-I I I� I �I I �I 71 � i �_" ' I _, , I I i � �I I �I I i I I I- I - I I-1 I !-1 I1=1 I I-1 I � I �I I1=1 I I� I I�I I 1=1 I I-1I I I � I 1=1 I I-1 I =1 I 1=1 I I-1 I �I I �I I �f I L=1 I1=1 I I-1 I t=1 I 1=1 I 1=1 I I-I I 1:=: I I_ Qc 2004 42�40 ARCHITECTURE, INC h��,�� Of CO(p9qOo E. RARDAL JQ�1NSCv ��nF i Gb;: l��,Fi��� � ��v'� � 1 2 3 4 5 � r�— p � � 1 Z�- 11 " 13�-8° 13�-V" 12�- 11 " �T� I �V F i �__l. w o I I I _� =_Y � Q �., i _ -_y _._._._. ,---- ----- OVERFRAME ( ^ � (RE: STRUCJ v J I�a O 5 RIDGE BEYOND � � A535 � �z� �:=�1- , � -------- ------- -�-- ----------- ----- --- -- --- --- +s2'- ti " W � �. �. � .�. , i ��-_�_�_L_�l__ L� I �_��l__� �._. � .� � .� A535 ..� � � I l�J RIDGE t i i � ,�- I I I I �-- I � �� � RIDGE V V . ---- ----- --- - - ----------- --- ---- -----�— — LL.J__L 1- t --�-- ------------- ------------ --- --------- � n �n�� � +30 -0 • - - � 12 - . � � � � ��� � �� � � I�I LI I � , i 1_l�._ , =- - ' � . : � I + w � � I- - s .- � � �r ... � 2 � � y , � .� � .� I , ♦ � � � I s 1 'fYP. ,. � � r , A531 , ; , , , A416 v Z ENG_ USS �. - - ENG. TRUSS � ^ � � � � � � � � � �' � ATTIC �� - - ' � O � , ATTIC 1 � 1 �O � 1 1 1 1 � — �- �.L 1 = TOP OF PLATE � � ' ' ' I 1 �� 1 _____� _ �L TOP OF PLATE � + 19'-6 5/8" ----- - ----- -- � -����- � + 19'-6 5/8" ---- - - - - � � LI_1L_1L11-�i-� � - - ------__- - _._ _ � � R ; i ow�reavnavawP�c CL Ef BEDROOM 3 BEDROOM 3 MSTR. LST. 0 � � � � VAIL RESORTS 1 1 8 � 1 DEVELOPMENT A532 6 � - � COMAANY ♦ � A535 1 1 ' f � ' , AVON, COIARADO --------- � � � - -- � � UPPER LEVEL = + 10'-4" ��m'�.zoe�ecoau - - , ---�----- , ; i ' T.O. PLYWOOD SUBFLOOR � , _ _ � � -- � � � �'� ' 1 1 �cw„K„a,E � , ` �• ' 1 1 oarn�r. cm�ro � 1 I 1 : 3 � R FAST ROOM MPJN ENfRY POWDER �OWDER MIUN ENfRY BREAICFAST 0 ; I ; o D��� A537 eiw e�a� eios I e�os s�w nio 1 1 — ! — �T I \ _ / I ,� FINSH FLOOR HAR�I H�owERTON 1 � � SEE CML FOR GRADE � i � ^ ; ; ; j ELEVATION REFERENCES, lYP. s►suciviw.micu�c � eat�noe a nmwm,c awc�.q mc � _ _ —_— _�_�� � MAIN LEVEL = 0'-0" nvoN,cmoanno )� i i ; T.O. PLYWOOD SUBFLOOR ��$���•��C�� �1' d�- ev�.coi.onnno , ' � � � i wvu.r�ac� • ' I � r r � -- � M .vr�cu�tmi�.mrc I 6 � � � - I 5 5 I i � � PROJHGT NUMBER 20900.00 � � � I LOWER I I LOWER 1 1 "� ISSUB REVISION DATE - I SHOWER BATH 1 ENTRY _ _ ENTRY BATH 1 SH01M1�R � J � �, 0 �� 1 1 O7 BIDG. 2/CONST. 09.02.04 — MECHAWICAL MECHAtdICAL � _ -` � �FINAL CONST. 01.03.05 ( � � � - - � u ADDSI3DiJM 2 01.19A5 - -i =� =1 I CI I �I I �=1 I 1=1 I I-=1 � I I 1=1 I 1=1 I �I I �I I 1-=1 =. - -� - , � � � - _ =1 1=1 I 1=1 I 1=1 I 1=1I 1=1I I=1I j=1 I 1=1 I I-I I 1=1 I I-1 I I-1 I I- I I �I I I;I I �I I �I I i;-1 I �I I " . 1=1 I 1=J I 1=1 I �I I E� I I��-1 � I- I I�I ' GARAGE LEVEL = - 7 2'-0" 16 nDDHNDimt 5 05.16.05 � � �I I H I �i I �1 I �I(=1 I 1=1 I 1=1 I 1= I [-1 I 1=1I L-111=1I 1=1 I 1=�-1 I =�I_,_IJll= ll= _�l�,�- � ° I - 1 .= LI= � _ _ ' '-1 I L-I I I-f I �-I I I-1 I 1=1 I L-I I 1=1iT��--I I I=1 I�=11 I�i 1=1 I 1=1TI=1 I I��11 r=1 I I-��I I �I I �11 f��`�- � � • _����� - =1 I �I I I-1 I h-1 I I-1 I I-1 I LI=1 I I� I I-1I 1=-11 H I 1=t I 1=1 I I-T-1 I I-I 11 I I 1=11i-1 I I-I I L=1 I L=1 I �I I 1=1 I I-71 I J � � -1 I I-11 H I �I I �i I �� I 1=1�=1 I - T.O. 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OQ BIDG 2/CONST. 09.02.04 - - - � 1 - - -c - � - . . . . o � � p . n � � e° � BLDG. 4/CONST. 10.11.04 1 1 ° � ,o BIDG 5/CONSi'. 10.25.04 � �—'RE: TUNNEL I /�6A/7A/8A/9A/l0A/11 CONSTR CTION PACKAG FINALCONST 01.03.05 • t6 ADDSNDUM 5 05.16.05 � � � RE: TUNNEL a CONSTRUCTION PACKAGE _ �GARAGE RE: TUNNEL CONSTRUCTION - PACKAGE ° o I I � a` 0 N < � Y O ° � GARA =- 1 '-0" J� OARAGE =-12•-0" °� — — — — — — — — — o T.O. PLY ------ T.O. PLYWD. --------------------------- ---- - a 0 � BUILDING � WALL SECTIONS � � aa M � I I � � `�Y� `�� � � ° �o � o � o �o� � o o Jo Oo � O� O O 00 O O � o — — — — — — — — — — � I iii—iii—iii—i i�— i i i— iii—iii—iii—iii—iii— iii—iii—iii—iii—iii— � A413 � 2 WALL SECTION ( UNIT B 1 �WALL SECTION ( UNIT B ) _ : S` _ _ — " n_ n'__� -• .w'� , 1 7 /7� v 1 . !�" - � � � 2004 42J40 ARCHRECTURE, INC. 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TRIM HAR�T HOWERTON J ��� _ , � . � .. o � � — — — -i — � � � uor�soa��nr�c _ _ _ _ _ T.O. RIDGE �'°D1iDxADO RE: UPPER LEVEL i ; t�u�cnr.e�ac�cnc�cn�nwx TIMBER BEAMS P� .° � u-se�cnaeees,nac AVON,ODIARdDO (RE: STURCT.) I � ' — srucco, rr�. � j � .. � � = — — _ _ —� � —I ���—� � _�— ���� � i j I �II=���-=1��—���—���=� � �—� � � i � �—� � � � � �—��� 6 � � � — � � ��� � �—�°� �°°�_�'f��� � '�—�'�°� �—� � �_� � �� � �_� � � � �= � = ��T=TTT=f TT=� — — — — — PROJHCT NU11ffiE& 20900.00 34 . OVERHANG VARIES . - - - - - - ♦ CEQAR �,sING RE: UPPER �EL P�N � 1 ` I I I I I�I I I I I I I I I—I I I— I— I —I I I—I I I—I I I— I�� ��ON DA� 1 � ' 0 H. � ` . _ I I I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—i I I—I I I � �o� � A531 � ) �I i I.—I I I—I I(—I I I—I I I—I I I—I I I—I I I—I I I—)I I— FORPFRMIT 0833.04 � ' . .� � .. � ... � , � �. , . � : � . �. . - _ _ � � ' ' ' ' ' � : oa BIDG. 2/CONST. 04.02.04 � ' � ' � 1 . � ' � , a . . o.d. Q �a Q � . � ° ° . . . e a a d . � BIdX'. 3/CONST. 0924.04 . � Q d . Q. . . �d. • • . � . . . . . . • . . . . . . � . . . . � - - - .. � . / I � 1 1 i o9 BI7)C'. 4/CONST. 10.11.04 ' 8�— 1 0" 2" ' 1 � �o BIDG. S/CONST. 1025.04 � _ C I � , � � •• � ••• � � � a /�6A/7A/8A/9NIOA/11 1 1 1 A521 . �� � � FINAI, CONST 01.03.05 ,_ _ _ _ _ - _ - - _ _ — 4 � , _ _ _ _ ^ ; ' 16 ADDENDUMS 05.16.05 � 7 � � RE: TUNNEL ; e ; o, ; 33 CONSTRUCTION PACKAGE � _ STONE _ � � I � _ _ _ � _ VEENER, — � � � � � � � (RE: TUNNEL ` m —I I —I e . - = I (RE: CIVIL) N ; 4 � � _� CONSTRUCTION PACKAGE) .� _ ,. a` � -� ���-�- - - - — I=1 I� �, ►rwiN _ �v� =+o'-o" i y '.' - . . . u... .9 e�G u � ' . a ., . . " ap - ���a. -a 'a. ' . �' „ ` f ' a I—I I I—I I I_I I --I � a � , � � � : .. .o a _ p, T.O. PLY o� -1 I I-1 I I-1 I I� _ `.._ =i i_- i = i i-�i i i— i=i = i=i i=�i i= i i=i i—i i i=i i =i i = =i i i � � i i —I I I—I I I—I I 1=1 M 1 I �_ _ _ _ _ � ° 1Ll=�� i—Ll i i i=i i�=i i i=i i i=i i i—i i�_i i i—i � i_i i i_�Ti—i i i—i ii_iTi_� i i J ,���. I-1 I 1=1 I 1= o I�I I 1=1 I I-1 I 1� 11 Ro =m—m�rr�_m�fi-i i i—i i i-i i i—i i i-i i i—i i i-iTi-i i i-i i i-i i i�i i i--i i i-i i u — i .:o IT�ITI-1 I I-1 I I-1 -1 I I-1 I I-1 I I-1 I I-1 I i�i_i i �, i i_i i i_i_i_i i i_i i i_i i i_i i i_i i i_i i i_i i i_i i i_i i i_i i i_i i i—i i i_i i i_i i�—i i i ,; I I I-1 —1 I .— i - __-- ________ ____ _ �, GARAG =- 1 0 _ \ — — — — — — — — — ----- - - -- ----- --- - ------------------ '- " ---- BUILDING m — T.O. PLY WALL SECTIONS � . � Q I % V Q " ' t. . . 1� _ `. . �� L /O a . . . . • , - , . " r PARTIAL BLDG . SECTION UNIT A � � � A a ' � .: ° a . . • � o�oQ'� � o� o o a o 0 0 0 ° ` � � , ,Z. _ , ._o� ._�_;6.d� .��.�W..�.��.� . .� .��,�� �.��� :���.� A414 o � ALL SECTI � N UNIT A � „ 1 t/2" = 1 '-0' tscm .a.p . Oc 20D4 42�40 ARCHITECTURE, INC. � ���,�� �f CO�QAqoo i ows,� rn. 3 E. RAND�L � �.� � � � � � � � � � � �. n JOHNSC�J 1 l� eyR•�n EL=VARIES � lj �" '� I ' ; i RE: ROOF PLAN C'f'`S f �\.`<c,�' iC \ I i - --------------------- --- � , � - ----- - - --- ----- - - - — UPPER LEVEL EL¢+70.0' � � � � •� 1 OEAVE lYP. ('/� (TOP OF PLYWOOp) � A531 � v '� ��, �', I ROOF FRAMING VARIES V � ' � I Q (RE: STRUC AND ROOF PLAN) �.y I � � z ' � 2x CEILING �T� O i � � FURRING l�+� �"� ! � � � l � i � STONE VENEER _ � i � i � i � � i RE SfRUCTURAL � � � � � i � � i �T� � � � RE SiRUCNRAL , � 1+� � i � � Q i � ' ' RE STRUCTURAL �"� , R � I ; � ; � - , U I � ; _ , x A �, i , , , : � o - w � •� , ; _ _ w , ; ; �, _ - w � � ' � � � i e. , _ � ; MAX � A531 � � � .. � � I � V z i STONE VENEER � I �T� O � RE S7RUCTURAI. I I � �1 f,.� j � . \ 1 N � y—ENG. TRUSS O a � _ � � VARIES Z o (RE: STRUCT. m � m � � � � i d $ -- � UPPR. LVL _ � -� --- - - --- ----- -- � M d � W =+ 1 O'-4° —_�.�� � .. � .. � � �r�_—_— i N N T.O. PLY :; UPPR. LVL A z , i� � , I ----------- =+ 10'-4" - - � (O.N.) " � � � I T.O. PLY A753 � ' omrms/navxi.orbx � M � VAIL RESORTS � �� _ � � � � DECORATNE WD. . DEVELOPMENT i i TIMBERS I C�MPANY (RE: R.C.P.) I AVON, cALORADo ___ _ MAIN �VEL EL,=t0.0 WINDOW HEAD/SILL (TOP OF PLYWOOD) oEraas ���'�'1'�� RE: SHEEf A753 � :� ' ��; , �� _ �. � � ; ,Q_ � � �� ; � �°-�•� �753 � ass[cNexcimscr i � ; � � � � HART � HOWERTON � � a�swxox�c,xewmn�c � � � � � � � � , �� � i ' /' ; � STONE VENEER FINISH FLOOR ��$A��+�� ; , d�- � ; � ��� � � n M EL�I/ATIOIN REFEREN� ��-$�.� � ' i LY_Qr_ '�.______'__ - AVON. COLOBADo � , T.O. PLY ; � I� STRUCTURAL ----- , Rr�r�vt=+�o° �L __ �.�,,� ; ; T.O. PLY °uuagx�c��urcnx i � RE STRUCTURAL vt,u, cw.oxepo ' � � � ; CEILING JOISTS i � i � �� �E� � � , PROJSCP NUMBBR: ?A900.00 � � i ; . � , m o � � ISSUE RSVISION DATS � � iv � � � 06 CONST AOC � � I FOR PBRMIT 08.13.04 � �.-�• � � � � oQBIDG. 2/CONST. 09.02.04 ' MAX STONE VENEER \ I � BIDC'. 3/CONST. 09.24.04 • o�o - oa BIDG. 4/CONST. 10.1].04 °c�° / . RE STRUCTURAL �v � � ( �o BIDG. S/CONST. 10.25.04 oc�o z � \ � L�bA/7A/SA/9A/1QA/11 00o il a 1D WAlL 71'PE i w RE: A611 / \ � FiNALCONSI' 01.03.05 . L�-- � N ' . � N Z � � \ / \ / ta ADDfiNDUM 5 05.96.05 � SIM. � I \ � (O.H.) A532 . M � I " • crwoE � m � '� m Re: cm� 1 0 � � � GRADE 1 � RE: CML LOWER LEVEL EL= -12'-0" — — I o -- ---- (TOP OF PLYWOOD) `� I—I I I—I I i—I I I—) I I��I I 1 . . o� � I 1—I I I--I I I—i I I-1 I I-1 I'�� � ' C�,WL SPACE � I--lI I I—I I 1—i I I—I� �TI , - -� I I-1 I 1=1 I �=1 I I-1 I 1� 11' . '— ' I I—I I I�I I 1=1 I !_I p —I I I;I I I�I I I;I I I-1 I I-1 I -III I I—II I � I I (—I I I—JI I I I BUI�oING ' � i ,�� I I �-1 I 1—!!1—! I I CRAWL SPACE � —I I I—I I I='I I I I I I I I I I �+� I I I- Wq� SEC710NS --I � I—���—I��—� � � � ��II �=� � i=� ll=l�i i i � � '-� � 1-� � i-� � � „ ° , _� � �_� � �_� � �_� � �--� �WALL SECTION ( UNIT A) FIREPLACE WALL SECTION UNIT B1 �" ''2� - ' '-°" '�°'��' � � �WALL SECTION � UNIT B ) J 3/4. _ , ._o� ,�os.� - 1 ___, ,2.. _ , ._o. ,�,�� � - A415 __ __� � . �c 2004 42�40 ARCHITECTURE. INC. I �� �F ce�Qr�Q ' - r _ 1 (O.H.) c7~q `�`D _ ... _ � .� � - - � � � � � � � � � � � ., n53i E. RA^vD�L J�n� :>"id ` 1 1 � �R,� _� 1 � 1 �RAKE. TYP. !� �.�;,s` `,` , � � r � � � 33 CF�..S� ;\`�"t�/ � 'r ' ' s ; � ei ��,vE. rrP. ' � 33 � I I I t VJ � � V � � � � � � � � ( � � . - —% z o wa � - - - - _ - • � :� A � ± � ' v� Q ° 1 o W � � . � , � � � o / \ ROOF FRAMING VARI�ES � r ' / � (RE: STRUC.) � � � v WQ ^'� A71 � •� � w�/ � � � � CEILING FRAMING VARIES F�I \ / (RE: R.C.P. FOR HEIGHT) � ) � � �- z ROOF FRAMING VARIES � O UNIT BEYONO VARIES (RE: STRUC. AND ROOF PLAN) � M"� (RE: PIANS) O CEILING FRAMING � (RE: R.C.P. FOR HEIGHT) UPPER LEVEL = + 10'-4" � UPPER LEVEL = + 10'-4" � T.O. PLY � - - - - - T.O. PL �..` 7 RENDETAILL2/532 SIM.) 712 �� � � � � VAIL RESORTS 1 � 1 1 t t � � DEVELOPMENT -� ♦ i COMPANY 3 / A753 HEAD HEIGHTS REFER ' TO & AVON, CoIARADo NOTE: FOR WINDOW SILL & .�ac�¢racroanecoxn HFAD HEIGHTS REFER TO D(TERIOR ELEVATIONS EXTERIOR ELEVATIONS WINDOW TAGS 1Q WINDOW TAGS �� � � , GUARDRAIL DESIGN /;\ ' 7 \ / � VARIES (RE: EXT. ELEV'S) � �O.H.) SIM. � I A536 �H��� A753 \ , �^ � � � � •�� ouwer, coaraao _ DECK SLOPE � (RE: 2/A532) � � MnsreseLnruiea � ' DffiIGN AACI�R[E(,1' � , ' � - � HART � HOWERTON 1 � r�awvox�c�mxrc � � 1 ♦ ♦ 5 FlNISH FLOOR +3" 1 FINISH FLOOR +3" Mo�sose�NSwsrj,�ux AVON,COIABADO (RE: CNIL) � � I (RE: CML) x�cw.xic,v.�,^�-*-r•� ffiac'�mr�e MAIN LEVEL = +0'-0" ' _ _ �e-saNCrtaesas,aac AVON,cOtAEADO T.O. PLY _ _ MAIN LEVEL = +0�-0" . PLY �smi�,a.re. � t ' vnu,coLOnnno ^ � � _ — � _ r � � ' � PRO,�SCT NUMBER 20900.00 ♦ � �` ♦ t ' ISSUE REVISION DATE � ,r � � � � � . 07 BLDG. 2/CONST. 09.0204 '� ' - — � BLDG. 4/CONST. 10.11.04 NOTE: REFER TO FLOOR � _ ' _ PlANS FOR WALL TYPES 3 Qo BIDG. S/CONST. 1025.04 � �; A753 l�6A/7M�/9A/IOA/�i FINAI. CONST 01.03.05 — !b ADDFNDUM 5 05.16.05 P � T.O. WALL - -� . . � � ; 7 GRADE _ q7 (RE: CIVIL) _ - , ,�. � .. � .. _ GRADE YARlES - � : • � (RE: CIVIL) � - � _ — � CONCRETE TERRACE - - e - � (SLOPE TO QRAiN) — I I I—I I I—I I IiI I I—I I I—I I ��I ' - ' I-1 I I—1 I I—1 I I-1 I 1-1 I I-1 I l-1 I l-1 I 1=1' � _ — — • O - I IL�� I I I_I �I I� I � � 21`Op -- � ���—� � �=� � �='I I I�I"I I"_� ° - � 2'-0" , :� I-1 I 1=1 I i-! I 1=1 I 1=1 I 1=! I I�! I !=1 I != � — — ~ — — = _ � = a = _ — _ =1 I-�___ �$AWL SPACE . . , ` I I I—I I 1=1 I (=1 I 1=1 I I�I I I-1 I I-1 I I�� , _ _ I I 1=1 ( —I I (=1 ( (-1 I I=1 I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1 I 1-1 I I-1 I I-1 I I- WALL SECTIONS I_I I I_I I I-111=111_I I I_I I I_I I I_I I 111=111-111=111 I I I-111=111 I I I I I I-111=111—I I I—I i l—I I I I I I I i l�l l l I � ! I I�I I I-1 I I—I I I-1 I C-1 I I�I I I�I I '- 11 �=I I I-! I I-1!!=1!i-1 I 1=1 I I-1 I 1=1!I-1 I I=! 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UNIT BEYOND �, � A533 O.H. ��,�.`�- `�' '�'f�� ' I � 6 . . . .6 . . �! � � � � h . ,rni � � � � � r.�` ' . 1 A i y �e i✓. �1 a ` r ; + I I � � ` �_ `� ,? `• ;� 1 \(�., . ,,� � , � s � � ( ' � � i i �` , ;�. , n � cn T. . PLY � � " ^ , — � — v W �- - - �� V ARCH OCCURS T � 1 RIDGE HEIGHT � ,. SOME BUILDIN � ' , � � � (R�: �E6EV. AtdD RCP) � �- W O - , Q � _ _ _ _ _ _ � r - - �._. — � - 33 � � .. 2 _ _ . . I / � 3 M A533 ` /. I 33 ^ A � \ VJ � � OPNG. OCCURS � ��/ (/3 O Q (RE: EXT. . t F� � .-a iEIEV.) \ i ENTRY. PORCH O � � x , V � . 6 ) � s e� o� , A �` STONE EIGHT VARIES I 33 � i ° I — — — � — � — — — p�l � •� (RE: ELEV.) � ! I � . � . � � � _ ; > : _ — _ — _ _ 8 r ' fl� _ V Z _ � � = _ A531 �T� O _ _ — _ �v fr, � - — � a =I�--- I-1 I I-1 =1 I I-1 ' o . : -- _ _ -- — _ . = - -: ; _ . — — : ( � —) I I—I 1 1=I I I I — — � � -� UNIT BEYOND (VARIES) V _ _ _ s - ' :. . I � —� I_I I I—I I e — — — — — — — I , _— , RE: P�,NS I I I- 1 I 1=1 I li l I I—_� I I—!!! I I 1=1 I !=1!1=! I I-1 I 1=1 I 1=!!I`I ! I-! ! 1—, I I-1 I I : � � � _�� — . 0 . _ _ " e � lp . "-o Q . . d Q � - - . . . � � - p . O - O � � � �� - . p " . ' _ _ � . OWNB9NSVffiAP� O . Q . . .� � _ p v 0 D - p.. , . ° p . - V11LL nr•J�1t1J � - � ° J DEVELOPMENT COMI'ANY � PARTIAL WALL SECTION UNIT B A°°N, �°��'°° J t �2•• c t '—o' sscoi.e.y - nncxrrac.-roraacoau � 6 2 � :� ' ��i I � � �. � � 5��. � ' � � � r , ' NASI'PA YI.ilNN6R A533 � � w• _ � � � � � � � � � � �• „ nav�N'sxcESrecz I � T. . PL — — — - -�— i HART � HOWERTON � amaYOwcNawxos�c � , � 6 � � � � � �s�.�'�.�,� f t ! ��,,, ���o ' . , smcHnrnceca�c.-ra�cncrNCn�sse � a�-sr.�s,ux I ewN,coi.oanuo � UPPER LEVEL = + 10'-4" �,�� � , T.O. PLY 3 m,ewemicn�xnvc.n�c. vn¢,wLOaeoo 1 � ' - - - - ' Q PROJBCP NCTMBER 20900.00 � OPEN 3 ISSUS REVISIOIV DATE � GRADE (V IES) A71.2 RE: CML r - - - - - -i � 7 07 BI�G. 2/CONST. 09.0204 I ! � , _ _ _ A 5 3 2 Q BLDG 4/CONST. 10.21.04 1 ' BEAM (RE: STRUC.) � I �o B1DG. 5/CANST. 10.25.04 ` STUCCO � �6A/7A/8A/9A/1QA/11 ENTRY PORCH � - OPNG OCCURS � _ � 610t I �R� j XT. . � I '� — — — — _ = (—! I �—I I I—I I !-1 I !—I I — — — — —) I r .� � ra ADDFNDUM 5 O5.6.05 _ � � ; ENTRY �OR � _ - - -I I I —I I I---{ I I—I I I—I I I—I I I—I I I—I I I—I I I,I I I�I I I � � _ a I J . i . 4 cRE: A711 ) —I I—I I.—-I I I—I —I I I=_— I �j � _ I -_11 I-_I 11- i� � � � � � � A533 =— — —I T1��—�� . I ( '� � —_ — — — — — — — _ _ _ _ _ _ � 5��. =1I1=1�1=1I I—I I I—I I1=1I I—I I1 =1 I I—I I I—I I I—I I I—I I I-1I I—I I I—I I I —I I —I I I ` _ _ _ � ° �: � 111�I 11=1 I I-111-1 I I-1 I I-1 I I-1 I I-111-1 I I-1 I I-111-111-1 i 1-111-111� 11=1 : — - __ — - : ° ; = INISH �OOR " —I I I—I I I.—I I I—I I I—I I I�I I I—I I I—I I I—I I I�I I I�I I I—i I I—I I I—I I I—I I I—I� ti — — I I F +3 — — — — — — — — — ` II (— �RE: CML) , p a . - — , — _ , a _ e o , _ a Q a � � MAIN LENEL = +0'-0" � a _ ,.. ,��'. . � ' — T.O. PLY � a a a � i , a — _ ��� � �—� � I � �—� � �—� � �—� � �—� � � � � —���—�� Sz�ASR � 4 ' . I I I—I I I—I I I I I _ I _ _ _ _ I I I_I I I — RE: TUNNEL ONS a � � � . °. � � � . -�•- • a �. . . ' . ' . a . . . - . PACKAGE • . � . Q . v 0 _ 4 . � . . • . . . • - a . a . . . a ° a o a a : � WALL SECTIONS a � o � RE: TUNNEI. CONST. . PACKAGE � � A41 l �PARTIAL wALL SECTION ( UNIT B ) �WALL � SECTION ( UNIT B � �+ ��2• = t •_p" zscm.e.o 1 t/2" = t '—a zscoi.a.9 � 2004 42�40 ARCHITECTURE. INC. ���� �F � ���0,����- �., r ✓ E. �IAP!��.i. JC�i\� :V �/� ��� � WVi� ` /�F��S \'`ti��,\ f � . IWTERIOR CORNER REINFORC�IuIEKf OUT5IDE CORN� RpNFORGE ,A�ff . SNOWMELT SUpPLY & gT2P � r^ � MIN. C ��L. R�JRN ($EE NOTES 1 &2) STEP I �� TYP. PI�E PIPE STAINLESS S7EEL 8AN0 CLMdP " � UNCURED NEOPRENE FLASHING — � 6° (SEE NOTE �3) ' " � � C�' NEIM 2" NI6H CONC. CURB. CLEIW — " < < � O de ROUGHEN TOP OF CONC. SLAB , � ` � � ' PO R TO I�NSTALtA ONOF W.P. rT1 F„� � � PRtOR TO PLACEMENT ^ � v � ` HORIZONTAL WATERPROOFING << � � v� ` / RE: STRUGT DWGS �'� � � / DEfAIL WA'f�RPROOFIN6 Q� — J J I L _ J I � MEMBR�WE (SEE NOTE 4) � ARAUND DOWEL PENETRATION � �1 � � PROTEC110N � �J E � - . a . _ . . _ : . e : ,� � WA7ERPROOFING MEMBRANE . . W � ' • :a: y ' I I "a ' '. �. • $TEP 2 CANGRE'fE WAI.L OR SLAB F`/ � rC ' - : e. . �. p , • a . � <� . � ` ( �• d I • . �. •: 5TEP2 � O .� , a , � � I �.a . . . � � _ ' . � r I , a~ . ~ ^ \ � � � W rr �1 I I C.I.P. OR PRECAST CONC. SLAB _ � � � ` < < "q a d . : a � ' I � �d d 4 . r.r'� W � flRE—RATED CAULKING MATERU1L — , , — i . a . . r�� ' � I i � . o � x �✓ , ` � ' � ' ' , v ° . � I I � a � a � a C/� . _ , , _ / . - . � I I � . . Q V � . �� , / a . , . , LuJ : . . : . Z � a w Q , � , � . a 4 � a � a : � a � a NOTES: � . a � - . . � � a� a 1 • PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT � Q .� O BE USED FOR PEPIETRATION. � 2. MAX. OPERA7ING TEMP. = 135F; MN(, T'EMp. {Ul, CONDI110NS 180'F. � � � 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. a � " r h 4. OTNER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CUIRIN. -° ' a ° . V SEE 77PICAL OETAILS SHEEf A505. ALL OTHER DEfAILS OF HORIZONTAL & �' 3 C�MPLEfELY ENCAPSUUTE ALL 0�09� REINFORGING yp.p 3 �ppqp�7�,Y pNCqpSUlqTE qLL p�pp5E� REINFORiGiNG VERTICAL TRANSRIONS APPLY PER MANUFACTtJRER'S DEfAftS. Wffli A TOP (�AT�; OF t�T APPU� WP. WI7M A TOP CDATfNG OF HOT-APPiJW W '. NO REINFORqW6 SHOUID � LF.�T B� OVERNIGh1T. NO REINFOR�qNG 5tI0UlD BE I.ePf DfPa ED OV�ItNIGFiT. �,�rosoe�.or� VAIL RESORTS DEVELOPMENT COMPANY AVON, CALORADO AK7II'f9CiOPRHCORD �TYP SNOWMELT PENETR,ATIO,�T DETAIL �YP CORNER REINFORCING DETAILS nTYP DOWIEL PE�TETRATION DETAILS � � � No sc� ■ � �,J � o� a� �R� � - - DHSICN AROID9CC " HART � HOWERTON NBW I�OR14N9W YqIK - . Pl'AIIACffI1RAi.�R - MaRJAOH @ N6 WBIL LNG3166BS,IIx AVON,COLOHADO - 1�l7SAN ICAf.8i.8ClRIC�4,ffiiGM�R HOT-APPUED WP UNCURED NEOPRENE a - REINFORCEMENT � " . • • PLANTER WALLORCURB HOT-APPl1ED W.P. �v«caL�'aa�nuo� UNCURED NEOPRENC FLA5111NG • ' p°II'�� ' N.ru�s ar�a�wc.eac .� veu,coLOnnno � a � a BOARD � DRAI�E MAT HOT-APPU� WP g° � a CONTINUOUS UNDER CLR. a • •a ' " e ' ° • ' • '. a : ' • °d , . POUNDATION WALL TO 4 PIANTER WAIL OR CURB PROJECT NUMBHR: 20900.OD � a B �' � e � . • . ' a . � . . - ° � . a ° . < . � r .. FOOTING � DECK . . . a ' - . ' . .. a .. � . , a a. . . . . • - - � ' a � : e �. I$$UE REVISION DATE DRAINA6E MAT . e.d � ' ° � . '' . o � . � � . ea.° . � °' JOINT IN DECK � RE: $TRUCT : . . . , Q 04 CONSf DOC a DCI'fND HOT-APPUED W.P. FOR PERMTl' 07.23.04 A"M�N. DOWN UPPERPORTION ��� ��.D� REWFORCEMEN7 STRUC7URAL AND ��T�GT�� �� OF WAL.L FACE TO � 4 • DEfAIL WA'fERPRpOFIN6 NOT REQUIR�D A7 SHRINKAC,E CRACKS � AT ALL. CNANGE$_ ' ENCAPSUTATE TFtE d MEMBRANE AROUND REBAR ROUGH CONCRETE > 1 / I 6' � < I /4° IN IN-PIAWE 4 . FOR PERMIT 08.13.04 OR CRACKS UP TO wIDTH CCW 71 I -90 SHEET s� a - • � ' I / 16' CLEAN SURFAGE OF W.P., �BLDG. 2/CONSI: 09.0204 4 " � � Q Q _ � PRIME 4 INSTALL SM�T OF � WALL/ CURB TO DECK ��R FOR PIAN TER WALL pg g�, 3/CANSI: 09.24.04 . � Q _ C�SPRAY APPUED W.P.OAND . � 09 BLDG. 4/CANST. 10.11.04 d UNCURED NEOPRENE UNCURED NEOPRENE 9° MIN PAST JOINT IN DECK - . d � Q FLA5F11NG .,,e : FLASHING 10 BLDG. S/CONST. 10.25.04 , - '<_ ' ' � � - • ' SPRAY-APPUED W.P. SB FINALCONSP 01.03.05 . . a .- . " : °: . � � � °� : E3' OP TOP OF WALL CANDUIT OR e° � . d 6A/7A/BA/9A/IOA/Il �� � PIPF/VENT GREATER THAN OR � ' d a FINAL CANSf 01.03.05 7HAN I ' LQUAL TQ 1 ' 0 - . �, � „ . . `•. EMBED 6' WIDE FABRIC - • � d' • REINFORCEMENT SNEEf d 16 ADDENDUM 5 05.Sb05 . • a ' . • e ' .� -�G . . . � 6 ° �' ' ,a ' • °a . ' a.' d „ BTWN 2-30 MIL. 1AYERS • Q - _ Q • < : . ° � - " • � ._ �- - � °'� � • . ' OF SPRAY-APPLIED W.P. NOTES: 50ME PIPE MATERIAtS (CAPPER, BRA59) MAY REC�UIR� ROUGFfENINC-�5ANDING, ' _ .a ' . �, . - . ' . . � ' ' . - IN ADDRION TO PRIMING W/SURPACE CONDITIONER, FOR PROpERADHESION OF WATERPROOFiNG. - - - - � �� � � . . a . �. e . � . a d ' e � e' . . . Mt7AL PIPES MUST BE FREE OF ALL OIL AND RUS7. •' ° , . . ° , � � aa � . " ' t:� t• :;;;:�c'=4 . .'xtr..'i".s�:a:�aaai?A:".,".`' PR07EC'fION 60ARD NOT SFiOWN FOR CI.ARIN - a . ,^�:=`��>:�=�-'.:� - -.�.•:-: r a IXPANSION JaNTS UPTO 1 ' IN IXPANSION JOINTS I ' TO 2° IN d � ( � WIDTH AND MA)C. 509b TOTAL WID7H AND MAX. 5096 TOTAI. � ' I — I I 1 MOVEMENi ANTIpPATED aioveMeNr nNnaPATeo -� • • � � • � WATER P ROO FI N G D ETAI LS , TYPICAL �TYP CONDUIT,/PIPE PENETRATION DETAIL �T��PICAL WATERPRUOFING DETAILS v� �ATERPROOFING DETAILS 0 A�OS �e 2004 42�40 ARCHITECTURE, INC. ��,`� (�F ��(Q��o FOR TRANSIiION DEfAIL AT FOR TRANSI110N DEfAfL AT � � RESIDEN7IAL WALLS 1�0 ABOVE � TUNNEL � RE D A511 EXT WALL SHEATHING R���E�t K`� � � E. RAtvDAL / TUNNEL � RE: F/A511 JOH�1 �) �^ ^ SUB-SILL FI,ASHING W/ STUCCO FlNISH �j �'" V � DRIP EDGE AND END Rdt SPECIFlCAiIONS C'`r�,� ,1���. DAMS AT EACH END � A�C LAP BLDG FELT PAPER ,�.r� OVER LEAOING EOGE OF SEALANT ---/� BRUTHANE SHEET W.P. SPRAY-APPLIED W.P. �/� EXTEND BITUTHENE SHEET AND FLASHING V J W.P. UNDER SUB-SILL Fl.ASHING ALL FASTENERS FOR DRIP W AND SET IN BED OF 1M3000 EDGE, FLASHINGS, EfC SW1LL STONE VENEER LIQUID MEMBRANE TO EXTEND BE INSTALLED THROUGH � � 3" MIN DOWN FACE OF WALL SHEEf W.P. SOLVENT WIPE FACE OF a � O a � SpRAY–APPLIED W.P. PRIOR ° � ' a . :d COPPER FLASHING SET � 3 z TO INSfALLATION OF SHEEf W.P. . d a . a IN CONT SENANT BED COPPER FLpSHING SET � . . ,d � . W IN CONT SEALANT BED � � � � STONE VENEER � N GRADE � RE: qVIL . Q � a , . � Z — — ° a CONC FDN WALL �-/� .�. O _ � — I � I — z . � . RE: STRUCT V� � � AT WALI BEYOND WINDOW SET BINfHENE ShIEET W.P. S � d a t�q EXTEND SHEEI' W.P. 12° MIN IN 8ED OF LM3000 LIQUID m � I I --- I I I a� .� . : " . ° . 4 �iij .� ABOYE STONE VENEER. MEM8R4NE EXTENDED 3 MiN � � ? — ( I I — a . . � THRFADED ROD AIdCHORS � BITUTHENE SHEET W.P. LAP FELT PAPER 6 MIN OVER EACH SIDE OF JOINT BTWN : z � EPDXIED INTO FDN WALL SHEEf W.P. N lYP CONC AND WOOD FRAMING ; � � . PRIOR TO INSTAI.LATION x . � I f — I I � � � OF W.P. � RE: STRUCT r�.� �.y� W � 4 � ° ��ti w �� SEf B17UTHENE SHEEf W.P. — I I I — + � a r+•, � IN BED OF LM3000 UQUID . — - 4 � M STONE VENEER ' ° a . w MEMBRANE EXTENDED 3' MIN ° a d � a d a ( —_ � I � � � EACH SIDE OF JOINT BTWN . " - � - CONC ANO WOOD FRAMING a �� � � ° a '�- 3 " - ° . c. DETAIL W.P. ARO'JiYD ROD CONT 36" WiDE 5fRIP OF 4 • ..•' • � o . a.. " � . PROTECT OCPOSED THREADS � �a' � � BITUTHENE SHEET W.P. ' a d � j I � I I I I � � � BEYOND FACE OF ANGLE TO �T7 � ° � APPUED DIRECTLY OVER � W a v KEEP CLEAN & FREE OF W.P. Mr'� O GRADE � RE: CML . 4 . � SPRAY-APPUED W.P. AND a- � 4 ° vi °d � � I I � n a �. c . � I� APRLY COIYf SHEET W.P. OVER a a . � � EXTENDED 1Y UP ONTO ' 9 � W N ANGLE AND EXTEND 4 MIN , I I ' d O � � EX7'ERIOR WALL SHEATHING . , w � ONTO SPRAY-APPLIED W.P. . ° a � LAP 4" MIN AT SEAMS ° � � � EXTEPID SHEEf W.P. a . a q � � - ' � � vai • . 12' MIN OOWN ONTO � � � . � � ° e d C o . ° FACE OF HOT-APPLIED W.P. � z LEDGER ANGI.E INSTALLED � � SPRAY-APPLIED W.P. c m ►- = I � a a EXTENDED TO TOP OF Q o HOT-APPUED W.P. —�` CONC FDN WALL w �{ � PAIN�'f RNJGI.E W/ 1W0 COATS � N PRIOR TO INSTALLATION��TYP o�memsvffi,orme TERMINATE RIGID INSU! VAIL RESORTS � AT BO7TOM 0 GANGLE DEVELOPMENT W.P. SFWl BE CONT FULI. HOGHT OF WALI COMPANY AVON, COIARADO ena+rracrornaao� � W. . M . AT _ TUNNEL SIDE WA�, /WINDOW v W. P M. AT �ALL TRANSITION � P . M . AT LE� ANGLE � � �� y 3.� ���� _...r� a� 3� '�� • • � � � J 3'� 1 -0` �rtecruq� L—SIiAPED CQPPER FlASHING °'W°' �'°�O1°do 2" X 5" WITH 1/2" HEM ��� DIRECTED AWAY FROM FACE OF W.P. � nas�cw &�cr BURN—OFF POLY SHEET VENTILqTEp FlLLET BE4D OF SEALANT FACING ON SHEET MEMBRAPIE • HART � HOWERTON PRIOR TO SETfING THRESHOLD AREA TO BE PROTECTE[ . _ , , Q . �CRAINL SPACE NBWYdU[NHWYO�RIC WITH HOT—APPLIED W.P UNTIL _ I � a . d � BACKER ROD AND SEALANT ��OR WALL OF �ID�� � ��RU '�, 2" RiGiD INSULATION OVER I Q°. � . IF RESIDENCE IS CONSTRUCTED I - �aose�`�` aNC��+es�.u+c ' R�SIDENCE AT TUNNEL WAiERPR00FlNG SYSTEM I � � �d �- evaqv, coLOxnoo DOOR THRESHOLD TO 8E PROTECTEp WITH � 1UNNEL, ELIMINATE WATERPROOFlNG . - . a . CONT TERMINATION BAR SET IN 8ED OF MORTAR HOT—NPPUED W.P. � FRO��TED ' HUS: _ I a ' a �. AND SEALMIT ����a'1e�` PAVERS INDICATEp THUS: • �a»b ° ' e- a CONC FDN WALL PRONIDE END DAb(S (N a . . � SHEET MEMBRANE a � a DREND SPRAY—APPUED . . RE: STRUCT ��s�c SEffING 8ED AT JAMB CONDITION . � , WI' dc DRNNAGE MAT TO . v vea,cq.oneno AND TURN UP INTERIOR � � - BOTTOM OF FOOTING n d � a. � : _ � . VAPOR BARRIER SEALED EocE a . Q � INTERlOR OF RESIDENCE p�B�p 6„ uu��E F�eR�c 9 . � ° . T� � Wa-�- ^' M' rxo�ECrxvMSgx: �oo.00 . . . REINFORCEMENf SHEET � . • � ' - PROVIDE CONT INSUL BD ' BETWEEN 2-30 MIL. ° OVER VAPOR BARRIER �� gg�SION DATE EXTERIOR OF RESIDENCE . . � sEai. coNSrRUCnoN �c Nr Lp,yERS WP A/EMBRANE a � . a � o m �� � OVER TUNNEL CONST ° � � '� a . ° � � 06 CON5fDOC 3d d 3 . ' . � d � a � ' ^ � � " - - - : _ a • - FRAMtNG � �: STRUCT � . ' Q - d . °_ - � a : ° � I" 'Q . a . . : a . a — — � FOR PBRMTf o8.13.04 _ " '� - - a d � � . , � O . ° I I � — � f � — I I I ' I QBLDG. 2/CONS1: 09.0204 ya � : ';::` - .� '- _ -' - _ _ . _ . - . � - • . � , . .� . - .. ,. . . _ • a / _ W Q ' : ` ":;°` ° a _ • a . a d 0 � , . � , ..,-•-.. ..r. a a_ d / { I - Z . c � a : � ' . °� . n � .. a _ ' � I — I I — I I 08 BLDG. 3/CONST: 09.24.04 � o � I I — I I I — I I I � ._ � ' � � a 4 ' � a . � . ' , `� ° � a I I I — � ' � B�G. 4/CON� 10.11.� � I ( 10 BIDG. S/CANSf. 10.25.04 m � - I I I — I I I — I a . . 4 � . �D B��E SH� E�OR W,� OF � �� I� I I I - ° � — � W.A. UNDER THRESNOlD � � � � + AND SEf IN BED OF BEYOND TUNNEL TO � PROTEC7ED WITH Z / • ' _ 6A/7M8A/9A/IOA/11 �c ^ — 1 � I — I ( � . � . . ° � . LM3000 IJQUID MEMBRANE. SPRAY-APPUED W.P. �N )ICATED THUS: g / . . :d - . a - . . a . : • ; I — I — I ad • �. . - ' ' BEO OF UQUID MEMBRANE I � N a � . d , . a ' . :n a a FIIdALCONST 01.03.05 � ° o - TO IXTEND DOWN FACE �- a a - a 16 ADDFNDUM 5 O5.]6o5 - � I � . � �d OF WALL OVER FOUNDATION TUNNEL DECK TO BE PRQTECTED / . - Q • . a � a � � ° . �" a . d. — . : a � ' WALL W.P. WRH HOT-APPUED W.P. . . � � . . a :n . FOR ADDITIONAL INFORMATION / � ° . � a : ' � ° a � d � RE: TUNNEL W.P. DETAILS � - � �' � . . ° . a ' . a . a a . IAP SPRAY APPUED W.f . a . " " d v - : " . . - . . SOIL fiLL � RE: CIVIL � - FOUNDATION WALL OF 12" MIN. ONTO EXPOSE[ HOT-APPUED I . ° e ' a . � - � � a. AND LANDSCAPE OWGS 4v - RESIDENCE � RE: STRL W.P. (SOLVENT CLEAN SJRFACES PRIOR �• a . . . a ° � . � n4 , a a d : ° . - a - c � TO INSTALLATION OF LAf �)• � d . "n REMON� PROTECTION BOARO � • ' a . . . . ' . q: FROM SURFACE OF FOUNDATION WALL OF T JNidEL O � � � ° � � � ° � � FOUNDATION W.P.. SOLVENT TO BE PROTECTED WITH � OD 4 ° _ d - - � � a ' � ' � o � � •. n . . a ' o WIPE, AND LAP BITUTHENE EXTEND SPRAY-APPUED W.P. SPRAY-APPL.IED W.P. IN )ICATED s SFlEEr W.P. ONTO FOUNDATION 12" MIN ONTO HOT-APPUED W.P. THUS: \�� O�a� WALL W.P. 12" MIN. � FOR ADDCfIONAL INFORM �TION � � � `�''"" �'�� ATERPROOFING DRAINAGE MAT AWO RE: TUNNEL W.P. DEfAII S PERtME(ER ORAIN IN N�DRWN SYSTEM DETAILS mcin iwsuwnor� PARTIAL PLAN dc VYRAPPED'IN FILT RL W�NC�FU�NG RESIDENCES FABRIC � I�: CIVIL � W. P . M , AT TUNNEL SIDE DOOR THRESHOLD nW. P . M . RESIDENTIAL TIE -- N TO TUNNEL -- PLAN VIEW A W. �.M . TE MINATION FTG A� 11 .� ,.m ,._o. .., ,.a ,.-0. p 2004 a2 TECTURE, INC. ���� �4 CQ(f���I ��� � ,,,.v E. R��!D�L �"� LAP FElT PAPER OVER Fl.ASHING �r,}�..��y�L;;d � n;a�' ;?!� G:�... ENCAPSUU►TE END DAM srucco w/ c�r w�P scR�o l� �'�. IN HO7-ARPtJED W.P. � . EXTEND NOT-APPUED �F�,� � �`°. � W.P. MIN 8" ABONE FlN ,• � �.��� / COPPER FlASHING W/ HEMMED f� .C � COPPER END DAM � FOR �DITIONAL INFORMATIO^ � EOG�O IN���SP�S Z FLR ELEV OF TERRA�CE 3 RE: B A51 �.1 g RNET & SOLDER AU. ` t JOINTS WATER TfGHT � o� �` ` � ,� ` TERRACE PAVERS TERRACE PAVERS OVER e UNCURRED NEOPRENE vJ �, +.+�' SERING 8ED AND CONC TOPPING 51A8 FLASHING EMBEDDED w �� �, IN HOT-APPLIED W.P. PROVIDE BACKER ROD (� , AND SFALANT AT � O CONT FACIA TR�M BOARD g�OPE TERMINAT10fdS ' v [� W' FELT PAP OVER W.P. �. 6" MIN �`—' TO DISSfMfLAR . �• .;,:e, rr:. ' r:�,ti.SJ�:r� " '� �;x;�:-s::.°: END DAM ISOMETRIC MATERIALS, rn�. x -• r' . --- w STONE VEN�ER �•� �:;': `- - ' - `. , �. • °.�'- -'� - � � ° a • d d � � � � � • t ���.�CY•�s .'L��'• • ' . '} .� nYl`.�'Ss�e� Y � :��' � • USE HOT-APPUED 1N.P. TO a . � � EXTENO HOT-APPLIED W.P. SiRIP-IN GUTTER FLANGE INTO � .. � " d ° � � o ^ O HORIZ DECK MEMBRANE tI�► F.r � MIN 8" ABOVE FlN FLR ELEV RAINAGE MAT � TERMINATE v� � � OF 7ERRACE LAP 4" MIN ONTO DECK W.P. MI� � AND 2" MIN OYER VEftT FACE AT VERT FACE OF WALL - - - OF GUITER � TYP � � � x�°x8° HIGH O COPPER END DAM � 7YP H�_�u� W.P• V � , AT TERRACE DECK EDGE MEMBRANE REINFORCED � ` 1 UNCURED NEOPRENE FLASHING Z pLYW00D SUBSTRATE w A '�� � EMBEDDED IN HOT-APPUED W.P. � rr, W !/' � � BACKER ROD & SEAIJWT N f+rl 'fQNGt1E AND GROOVE � PLYW00 E: DSTRUCT � (n � � _ 2 � :�-::r:r:� '-.���• ' " TERRACE PAVEftS OVEFt � Z M ' � � 4 TOPPING SLAB D CONC W 0 DRAINAGE MAt � TERMINATE AT � a VEftT FACE OF COLUMN RIGID DRAINAGE SPACER O CONT W� DRAINAGE MAT r !� HOT–APPLIED W.P. MEMBR/WE T� ��W FOR DRAINAGE V REfNfORCED AT ALL JQtNTS BEI-U1N PAVERS IN PLVWOOD SUBSTRA?E TONGUE AND GROOVE COPPER GUTTER PLYWOOD DEGK(NG SOLVENT WIpE & PRIME owr��/nav�ormc RE: STRUCT FLANGE AS NECESSARY 70 °° PLYNlOOb SHEATHING OVER REC� vu� M�aer�E VAIL RESaRTS WOOD FRAMING ^� RE: STRUCT DEVELOPMENT COMPANY . evoN, coi.oxnDo ,��Rga�� nTERRACE W . P . M . AT STONE COLUMN n TERRACE W. P . M . AT OPEN EDGE � nTE�ZRACE �. P . M . AT THRESHOLD/WALL �� , `i 1 �� �•�• y 3�a 7�-0' � 3r- ''--0� - ■ J �.�„� o«�.«, � NOTE: SHOULD (�NNECTION OF WOOD unsisari.wrmx RAIUNG VARY FRpM WHpT IS SHOWN � D88U@7 ytQQI8C7 EREIN, CONTACT WP CONSULTANT DOOR THRESHOLD SET IN TO CONF7RM WP INSTALLATION CONT BEND OF SEALANT HART ( HOWERTON 3/4" WOOD RNLING PpST (NOT SHOWN FOR CLARITY) N���y� CONT SAWCUT REGLET IN L–SHAPED COPPER tIASHING ���� RAIUNG POST W/ BACKER ROD dc 2"x5" WITH 1¢" HEM "DIRECTED a�oc�s�osaNSaeu.mwa�,nac SET SHEET W.P. INTO CONT. BED "v� ���"m \ SEALANT AWAY FROM FACE OF W.p. OF LM3000 WUID ME6A8RANE � ,�c„eNicm,mactnxacm�ca,�c IIQUID MEMBRANE TO COVER FULL �$��+�.� STONE VENEER '- 1 /8-1N. ASPHALTIC PROTECTION BC ARD CONT BITUTHENE SHEET W.P. HEI6HT OF WOOD StOClCtNG nvoN mwsnoo WRAPPED UNDER THRESHOLD COPPER FlASHING � COUNTER HEt� . crvnm�m� �, �-f p,4P� dc SEAL ALL VERTICpL jq�W75 � H; :M TO CREATf EMD DAMS lYP FlN FLR OF RESIDENCE ��v8aa', �'i�+�no� OVER BfTUTHENE LOWER END A5 SH01MN � PROVIDE SNAP CLIP AS–SHOWM TC SHEET W.P• � 6" MIN ANCHOR METAL INTO REGLEI' � �D AND SEALANT SPRAY–APPI.IED W.P. � I BACKER R00 de SEALANT PATIO SLAB � RE: STRI�T PROJECP NUMBER: 20�OO.00 � ° � . 7ERRACE PA� ERS OVER d � SETfiNG BED AND a .�� �. e ' _a a . a CONT 36" WIDE STRIP OF � M . F.,.-.• :;.. ... • „a .�.:� CONC TOPPI� .G SLAB ' . Issils RHVISION neTe � � a BITUTHENE $HEET W.P. . r.�,:: •: .. •t . .� = •:.;--'r :�. --. • ' . ° . � APPUEO DIREC7LY OVER i a . . � . DRAINA6E MCT � TERMINATE � a .n _ � . . . a • '_- 06 CANSfDOC ° � � c � � � , n - a AT VERT FAC � OF POST d � �g . . _ SPRAY–APPUED W_P. AND � . ° FORP$RA41T 08.13A4 � � . °d . p � ° � � EXTERIDOR WALI SHEA H NG " ° " � � . d � � �� LAP 4" MIN AT SEAMS – — I — . � • �BLDG• 2/CAN51'. 09.0204 . - � I I — I I I — OB BLDG. 3/CANST'. 09.24.04 � HQi'–APPLIEG W.P. MEMBRANE � . REINFORCED AT ALL .�lNTS . a 09 BLDG. 4/CON51: 10.11.04 CONC PEDESTAi. FDN a . a o • � • S�PRAVY�PUEUFWCP. PRIOR IN PLYWOOD SUBSTRATE � - - � I I f --- I I v a a ' � �CSfRUCTWALL RE• STRUCT ° . 70 INSTALLATION OF SHEET W.P. _ _ - � . EXTEND 4 1�•IN ABOVE FlN a 10 BIAG. S/OONST. 10.25.04 ° EL E V O F 't E� R A C E PA V E R S p(PANSION JOINT MAT�L _ I I — I I I a d � .� _� �. - 6A/7A/8A/9A/10A/11 �tl - ° . BACKER ROD � SFJ4IANT SHOWN F0�RIIY . . Q " d � _ . 4 ' TONGUE � CROOVE ° . ° ' � � ° PA710 SLAB � D/A512 _ � ' d � FINALCON51' 01.0305 � � AlYWOOD DE �KING ' `� . ° . � RE: STRUC't RE: STRUCT FROM SURFACE �NW PD a _ 16 ADD$NDUM 5 O5.]GOS � SOLVENT MIiPE. AND LAP - I I — a � .a a THREADEO ROD ANCHORS n° a . a. � . . � � BITUTHENE SHEET W.P. ONTO ! � EPDXIED fNTO FDM WALL d '. a ' � � a _ , FDN WALL W.p. 12" MIN -) I a • � . PRIOR TO INSTALLA710N a d e _ ' � � UNCURED NE OPRENE FLASHING � , OF W.P. N RE: STRUCT . . a . ° � � E• STRUCT 'tYPICAL 3 S DES � OMR ON d . � . � a " � - - - �� a � EXTERIOR FA .E OF POST DRAINAGE MAT � � c . aa ° �-= == a — ) I , � - a . ' , a ° - . . �. . Q : : � a " � a RIGID INSUTATtON - I I I a : , .. . . � d a G DETAIL W.P. AROUND ROD aQ . - Q PROTECT EXPOSED THREADS � : a �, a ' , — - BEYOND FACE OF /W(iLE TO a ( I I , — I I I — � , . KEEP CLEAN & FREE OF W.P. a . . a ' � I � � + EXTEND BITUTHENE SHEET W.P. ° �: �a ° . ° � a � - � _ oowN FACE oF FoN a� ov� nNC�E WATEDRETAOOFING LEDGER ANGLE INSTALLED AFTER W.P. � RE: STRUCT � R ES I D E N C ES PAINT ANGLE W/ TM/0 COATS OF PREMIUM ALKYD ENAMEL PRIOR Td tNSTA[lATiON � TYP �yV . P . M . AT STONE COLUMN BASE r TERRACE W. P . M : _AT RA LING POST � W.P . M . AT TH ESH4L WALL � A512 E �-- ��-o- � �_ ,•-� A 3._ ,.-0- D --- GRID GRID pc 2004 42�40 ARCHITECTURE, INC. OC URS OY SOME 8 � 1 '- 6 WOOD RAILING ASSEMBLY. �,�E of co���qo 9� UNITS ONLY. (RE: SEE DTL. 2/A532 �'l 0 I FLOOR PLANS) E. RAI�!DAL JG'r.�S:i'J GRID — — — — — — — — — � ��:� F � �' � � - � 8X8 WOOD NEWEL POST, LAG !/ ��y� � GRID � � ^ FOI / � N � O`•1' � �r SCREW TO WALL STUDS W/ �Fl;�, _, � :1� I i � �, I � M o (2) Yz'0 x 12", TOP & BOTT. ' i r �_y,C,�. I - - - ' ' 2 ~ ' � �Q? I �a `y M < COPPER FLASHING W/ � STONE CAP � � � HEMMED DRIP EDGE, OVER �/� STONE TERRACE � - 712 Q � I � � � EQ. 1 EQ. 1 k SHEEf WATERPROOFlNG SET VJ I � � (RE: LANDSCAPE) � � � I I ' 11 " � IN UQUID MEMBRANE BED. w a I M I I � I—� I SEE 1 /A512 FOR SIM. N I ENTRY _ _ _ �, � 7 DEfAIL OCCURS AT � APF'UCATION. V � 8101 I BAY WINDOWS ON I � � GRID — — — — � — I � �-9 " I - 32 NORTH WALL ONLY - - �NGLE PIECENBEIWEEN w O I NEWEI POSTS) - ` I � OPENING ABV., , A � � CEDAR GUARDRAIL AND � WHERE OCCURS ENLARGED BAY WINDOW (2) tYa" RIM BOARD F�1 Q' DECORATNE BALUSTERS o i 4 FLOOR ABOVE ( (RE: EXT. ELEV�S) � J 2 ��y. _ � •_o° (WHERE OCCURS) �-or-i�a.s � A � _ : (RE: ELkyqTiONS FOR I I � 6 I I `�I� + � 6 X 12" FIR TIMBER, W � � - GUARDRAII TYPE) M � A712 � I � � � ~ + ` 33 � W/ �t"0 x 8" lAG � O _ � ^ � ' RECESS & PLUG \/ r> V i .--i � I � � SCREWS AT 2'-0"o.c., - _ _ MAIN LEVEL = 0'-0" � I OPENING ABV , �a- ` T.O. PLYWOOD SI,�BFLOOR � _ _ _ 1 J � L _ � _ - - - _ � WOOD TRIM, RE: DOOR �T� - -- I _ � (EER�E SS> I � � ' 2�- 1 �" ( HEAD DTL. 3/A753 ��� � � � OMIE I 'CE STOPlE � � I _ - - � Q COPPER 6U1TER W/ '�° rn I B�NC , •• � _��� 2•-��° .4•_,�•• I I I ; w � � /�/ 3/A532 j � ' H�T �CE "� n' g^ 1 ' 1 �" � � _g^ 1 " ' WOOD TRIM. WHERE � '-9" 1 I I 1 hi�y � � � FRENCH BALCONY DETAIL [ ] 2x WOOD TRIM � I I _ OCCURS _ ' � �/ z � � — — RE; EXT. ELEV. - ; i � � � � � � " _ � '-o" ,sco,.e.9 � O - I — 'p8. `O � � � — — — ONE PIECE SfONE ' � � M 6'-4" � a _ I �� i� � _ � _ _ SILL TfP. � � I _ _ _ _ _ _ _ T _ _ _ _ _ ^ _ � WOOD RAILING ASSEMBLY, � 6x8 ORNAMENTAL TIMBER � - I - - - ^ - - - - - - - - - - - � - j SEE DTL. 2/A532 7 O BALUSTER DESIGN VARIES, � ��—PA� � A521 V - BRACKEi I SEE BLDG ELEVATIONS de � � (RE: GARqGE LEVEL R.C.P. VENEER CAP - - -�`--=-__ � - � DTLS 5, 6 & 7/A522 BEYOND FOR OCCURANCES) SfONE. TYP. - - - - - - - - - - - - - - - - - - - - - - - I I I - - - - - - - - - — � '�p a'-s" � � STEP WALL OCCURS � SOME � - -- I _ 4 "B" UNITS, RE: ELEVATIONS RECESSED & PLUGGED �D�� srONE vENEER � �'� q� � �aG SCREw I I I I I I I I I I I I I I I I I I I I I I � PIER 3'-6" 9�-3" 3'-6" � � � � � � � � � � � � � � � � � � � � � � VAIL RESOR'I'S __ — - � � � NX���PO� I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I i I I I I DEVELOPMENT � OPEN'G nBV.,WHERE OCCURS I I i I I I I I I I I I I I I I I I I I I I COMPANY (RE: Exr. ELEV'S) 214" X 7" srONE cnP, I I I i I I I I I I I I I I I I I I I I I I I (SINGLE PIECE eErWEEN I I I I I I I I I I I I I I I I i I I I I I AVON, COi.oxnno ENLARGED ENTRY PLAN � UNIT B� NEWEL POSTS) „�,.�� - 5 ENLARGED GUARDRAIL ELEVATION 4 � �Z- _ , �_o° A-Of-17Ary i /2° = i �-o° (� HIGH PIER CONDITION) �-or-s,.a.� ftECESSED & PLUGGED a io'-4 :� � �,� GRID I.AC scREW — — — r.o. v�vwo. sue�. GRID sN o MCHREC7UItE _ � 6 X 12" FIR � °e�1°`, CO�°'tlo TIMBER arasasar�ewaea a I � 5 WOOD TRIM, RE: D�'''x°"`�ec` DOOR H EAD DTL. HART � HOWERTON � � COPPER GUITER � 3 �2t I 3/A753 ° � Nswmau,wawx�c s W/ HEAT TRACE � A532 A532 •� � � � � � � � � � � � �• �eoxaoar�iaasu.m�s.wc RE: ARCN. FLR. Pl.ANS '� � � � � � � � � � � � �` ♦ RE: ARCH FLR. PLANS r , � � �_PA ���m FOR COLUMN LOCATIONS, TYP, FOR COLUMN LOCATIONS, NP. i � ; �D ' ����M.r �� � � Q � i ; (� FRENCH BALCONY ENLARGED ELEVATION "�.�� _ � : ' , � v 3/4" = 1 '-0" 0.1A.y ���� � � ; _ � O Q PROJF,GT NUMBSR: 2090(►.00 - ' =° _� � � ` , I I ;' ` ; ' r� � ISSUS REVISION DATS � o EQ. 1 EQ. 1 � � : iv � � 06 CO JST DOC " ' _ 4" MAX TYP� . �— ; � � � 2 � -� � . 1 � ..� � � � � � � � �+ I A712 � P&RMIT �.13.04 � � oQ B . 2/CONST. 09.0204 ' ' + � ' ' ' � BLDG. 3/CONSP. 0924.04 - EQ.2 EQ.2 � ' � ' ' � D � ` � � � � � � � � � � � � � � � � � � GRID � BI1�. 4/CONST. 10.11.04 �N � x a — , •� �•'� ♦ " � � I �o B7d)G. 5/CONST. 10.25.04 � I I 8 /� ' � g z ° � N i 753 � (�6A/7A/SA/9A/l0A/S1 v a � i� I FINAi.CONST 01.03.05 � STONE DECK � � Sl'ONE DECK � G+ � o � 4�- � �4� 3'-5" i 2�_7" � 2� -9 4�• i2 ADDBNDi1M 1 01.1205 � � Z f��4 1 '- 10yz�� I ts ADDENDUM 5 05.16.05 � � a � 2 _ STONE T ACE wo 14 I STONE BENCH � �- (RE: D) � o � � (RE: 1 /A534) � - - — - — � � CLOSET FACE OF FRAME I CONC. STEM WALL 'o� � .+ � � � � � WALL AT STONE CAP BELOW BENCH , HEIGHT. WALLS I I � aRE anrrERE� encK ENTRY � < _cmi UNITS RE: SELEVATION � g 2X4 WALLS. ao A101 � 4 r I r � c,+ , DRAWINGS TYPICAL - � i � • C� o.".) �� ENLARGED PLANS : ♦ � -� "�//� I . e ' � ' � STONE VENEER 2X4 WALLS, � RESIDENCE6 CAP, 1YPICAL TYPICAL = 1 " 1 9 • � 1 1 � � � � ; ' 2'- � �y2" � 0'-3° 2' - � �yz„ � = - A521 � � �ENLARGED DECK C� UNIT A � UNIT B SIM . � �ENLARGED ENTRY PLAN ( UNIT A ) - � 1 /2" = t '-0" (9 HIGH PIER CONDITION) �-ot-ie.a.9 . 1 7 2' = 1 '-0" � A-DT-76.dwg � - �c 2004 42�40 ARCHITECTURE, INC. ��'�` V r ` t)` ��'� 4� �O F_. RF.�'',AL .. 4" VOID 2" ORNAMENTAL JC;r; :� :;C: ;'d WOOD PANEL `�R `'- " _� 2' ORNAMENTAL . ���.- ; WOOD PANEL 4" VOID l%,^ rt�/ F ' / � " y �/'' � _ - . . ;\�%. � J �-. ' , , , ,i�� 1 �x 3" NOTE• WOOD 1 . NO V010 TO ALLOW TRIM �/� A " SPHERE TO � VJ PAS THROUGH w . VE zo �.z.1 a A � .� GUARDRAIL DETAIL — C � p �o � � �Z = � -� e-m-7o.a.y � W � � �/ � o 1 " VOID ��� ORNAMENTAL 0 WOOD PANEL r ' 3�" ORNAMENTAL 3" VOID � � v A , WOOD PANEL �T� � !� NOTE: � ` w ����777 � 1 . START LAYOUT OF � � RAILING AT CENTER � � OF DECK AT CENTER OF 3" VOID 2. NO VOID TO ALLOW � A 4" SPHERE TO � O PASS THROUGH O V �GUARDRAIL DETAIL - B V �/2� _ � �-0" e-oT-�o.a � �+s OWI-0BB/DBV&AeFB ioxio- wuuu Nusi VAILRESORTS 1 " VOID � �RNAMENTAL DEVELOPMENT � 7" ORNAMENTAL WOOD PANEL COMPANY WOOD PANEL 3" VOID AVON, COIARADO N�T�: n�aiacrorxacoxn 1 . START LAYOUT OF � RAIUNG AT CENTER OF DECK AT CENTER OF 1 " VOID � � , �IJ 2. NO VOID TO ALLOW nrtcrrt�nuae A 4 SPHERE TO Demer. Cobwdo PASS THROUGH I ��� . � . DffiGN AHCHI1ECf HART � HOWERTON NaevYOax,i.�vx�c � 36 '� � � � �` Mot�moan�Na�wai��'•� �,uac AVON, COIARADO � D A DETAIL "' A � GUTTER DOWNSPOUf � 1 J ��Zb = � �—�b A-DT-70.dv9 . . . M � ■ NBCHANICAT.�ffi�GQiB�t Q I A�,� ' EQ.2 EQ.2 \ I I civu.s�cumnn .u.ru��� --,u+c \ . ., .. . . . ., ., .......... IIC ' D ven, cowrtnoo W RANDO1u�, PATTERN SANDSTONE COPPER GUTTER � i—i � °f � OVER t �° SLOPED LIGHTWEIGHT W/ HF1►T TRACE — 1-- - - —� _ ' ' �0.1$�'1' �� �.� � CONCRETE SLAB , .. ._. . _ . . ' EDGE OF DECK I � i i � ISSUE REVISiON DATE i i CEDAR GUARDRAIL AND � .+,.. � DECORATIVE BALUSTERS � i 07 BLDG. Z�CA1�T 09.02.04 (RE: ELEVATIONS FOR W i � QBLDG. 3/CANST. 0924.04 � GUARDRAIL TYPE) QBLDG. 4/CONST. 10.11.04 nE+c ennw !0 BLDG. 5/CONSI'. 10.25.04 _ _ _ _ MAIN LEVEL = 0'-0" � (�6A/7A/8A/9A/IOA/71 I � •_p•• T.O. PLYWOOD SUBFLOOR � 10"x10" WOOD POST w FINALCONST 01.03.05 6" COPPER GUTfER W/ ta ADDffiVDUM 5 05.16.05 HEAT TRACE � I '� 2x WOOD TRIM � BEAM W (RE. STRUCT.) $� +i � � 7/A536 i° Q _ I_ � a � �9• � 6x8 ORNAMENTAL TIMBER � I _ �� N BRACKET � I I (RE: GARAGE LEVEL R.C.P. — � FOR OCCURANCES) 1 I � I V M u �y ° � _ ��,. Z._5� w a ` I ` I S70NE PIER r _ L �SIM./ (O.H.) � 5 o � � ENLARGED PLANS & � X DETAILS � • � � RESIDENCES a � � v NQ � / » ; �ENLARGED GUARDRAIL ELEVATION � �ENLARGED DECK E �' i /2° = t '-0' (O LOW PIER CONDITION) �-o1-so.ery - - 1 1 /2°=1 '-0° (O LOW PIER .CONDITION) A-m '� � A522 0 L E O F 4 V (] - 2�_1 ^;�4� �c 2004 42�40 ARCHITECTURE, INC. V" SET ON BED OFR ORTAR � 5Y4p �u 43�p 43�p ASP ECESSARYN c,�,`Q..`� p4 C�(Q9��0 � 3/4° STONE TILES SEf STONE (RE: IANDSCAPE) E. RAR'DAL oN MoRrat eEO JOHNSO �^�r � 1 1 /2" TOPPING SLAB COM. WA IN � �:ii:,• � WRAPPED UNDER THRESHOLD -- - - - -' - - - - - ----- ^-- -- -- -- -- - -- / �3�4 �/�H ��4" & TURNED VERTICAL � JAMBS - -- ---- ------ - - -- --- - - --� -- - --- -- --- - - -- ---- - -- - ° - - -- -- -- -- -- --- -- - ----- C'Ffd z •5,��,G a TO CREATE END DAMS (NP.) - - -- - FlNISH FLOOR a` _ (RE: WATERPROOFING DEfAIL E511 ) �� `sE� , �,C� M � , � SEE CNIL FOR GRADE — `- ? + � MATCH TO WINDOW SIZE 3 • r� ELEVATION REFERENCES, TYP. � �4 1YP. . . c � � � , �RE: LANQSCAPE yJ IdA1N LEVEL = 0 -0 E � r �� � � Y T.O. CONC^SLAB � � ' ' ' i w 7.0. PLYWOOD SUBFLOOR L� i i i i i � d L� 2 X 6 ROUGH SAWN TdcG � � ' ' ' V � V-GROOVE CEDAR i i i i i � � E.y � � i i i i i � i i i i � � � i1 � � � i i i . � �< , , , , , , w a , � , , � , Q � - . ❑ o a o o ❑ i i t a i i � � - i I � � � � �i - I I 1 � I 1 � � O I I 1 1 1 � r ^ 1 Li i i i z i i � V J � i i i � i i � E � i i i � � i � SLAB ON GRAGE ` ' ' ' ' ' � � (RE: SfRUCT.l w 2 X 6 ROUGH SAWN T&G CEDAR � � V - ENTRY THRESHOLD � Rru� w/ �'<" CHAFFERED ENDS � / ` 8 3° _ ' '-°° 3 � A-DT-27.tlxg � 0 , ^'\ 3 � ' �4� � W � 0 GRID � V � a � , oyZ~ �,L� 0 IARGER SQ. MTL NAIL HEADS O 70 7 /2° NET EXPOSURE (TYP.) 5�� /" �/ �"� CORNERS TO CONCEAL �6" !�1 a LAG SCREW ATTACHMENT T� O SIDING WALL 0 o ti o � �, FASCIA & SIDING DETAIL . ( � J , ,�y° _ , �_o" � n-m-zo.ary V DECORATIVE BLACK MTL SQ. NAIL HEADS � SEALAPIf dc BACKER ROD � � ONE AT EACH PI1lNK (DO NOT PENETRATE BACK SIDE) � tx6 VERTiCAL SIDING 2x6 WOOD TRIM � 2x VERTICAL SIDING O BAY'S WNERE SHOWN WOOD SILL OVER WOOD SIDING I (RE: EXT. ELEVJ �/D� (RE: 7 /A753) MTL FLASHING J ' • V1�� �SORTS -d`-�- WEATHER-RESISTANT NOTE: OMIT JAMB CASING WHERE WtATHER-RESISTANT DEVELOPMENT WOOD SHAKES ��� SHUTfER OCCURS BARRIER B,qRRiER COMPANY SHEET MEMBRANE WATERPROOFlNG MTL GASKET - EXTEND & WRAPPED UNDER WINDOW � SILL DRIP EDGE AVO , eacF�r�cr op secoan 5/6" PLYWOOD SHEATHING �_ . WRAP WEATHER—RESISTANT �FIXED SHUTTER UPPER LEVEL EL = +10 4 � � _ _ _ _ _ _ :� , �,� BARRIER UNDER WINDOW > > /2" _ � '—o� A-DT-57.dwg T.O. PLYWOOD SUBFLOOR - SEE WALL NPES SHEET 3/4° STUCCO SYSTEM � �� naairtECruRE SEE Wa-L NPES SHEEf 1x WOOD EXTENSION SEE WALL TYPE SHEEf xnsnaxr�n WINDOW BLOCKING (RE: EXT. ELEV.) D�nxc�a�c.T HART � HOWERTON SFALANT & BACKER ROD ���� CONT. WEATHER-RESISTANT 1x4 WOOD TRIM BARRIER 2X6 "'°°° �►"" � STUCCO � w00D SIDING TRANSITION �� � - `+ 1 1 /2" = 1 �-0° A-oi-19.a.v Mqnl[os�armw��u�s,uJc 3" HIGH DENSITY SPRAY �A�r., nra�r��G� RIDGE BEAM (RE: STRUCT.) FOAM R-7/IN. 'N ' DOUBLE 2X4 FURRED � 3/4" RABBET 1x6 T&G FINISHED WqLL F R PLUMBING tx WOOD TRIM Y$��� AVON,COIARADO FROM BELOW r - - - - - - - � - - - - - - - - - ��� PIPES PROTECTION WOOD SHAKES n�se�cn�nuac,uac 3/4" STUCCO SYSTEM � _ FLEXIBLE FLASHING W/ 12° I � OVERLAP v�� Q SHEEf MEMBRANE � � WRAP WEATHER-RESISTAM � a WATERPROOFlNG / � \ PROJBCTNUMBER: 20900.00 � BARRIER UNDER WINDOW (TYp.) ui 3" THICK � = ry WINDOW SILL ABOVE ENTRY ROOF UNIT A � STONE SILL T.o.�. � " ( � � �� - � ' SNOW FENCE WHERE OCCURS � � \ ISSUS REVISION DATE t t /2 = � -o A-DT-26.dwg STONE VENEER � (RE: STRUC.) SEE DETAIL 3 & 4/A536 �� \ >�y,� j STONE VENEER ANCHORING WEEP HOLES � 12" O.C. � \ 06 CONSTDOC � SYSTEM c� . : ` „ � y2 GRADE VARIES (RE: CML) � ( l �� � FORPERMIT o8.13.04 � 2 SOLID GROUT I GRID � � C _ 5/8" PLYWOOD SHEATHlNG � � o� BLDG. 2/CONS1'. 09.02.04 I WATERPROOFING SYTEM \ � � (SEE DETAILS D&F/ A511 ) — I I � ! ( � \ a� BLDG. 3/CONSf. "09.24.04 I GAW. STL SUPPORT ANGLE � � I \\ 09 BIDG. 4/CONST. 10.1].04 �• STUCCO SYSTEM I I � :c, � 3/4" EXPANSION ANCHOR EXTEND W.P. MEMBRANE I to BId)G. 5/CONST. 10.25.04 (RE: STRUCT.) „ 1 CAST—IN—PLACE CONC. � 3� Y2 L �/ER FLASHING � �6A/7A/8A/9A/l0A/11 ' FINAL COI�I.ST 01.03.05 BATT INSULATION I WALL (RE: STRUCT.) '� s�� �p$HING " QP pg g�p.� 04,py,o5 1 � EL VARIES 5 1 /2 R-38 HIGH - " ` " " � K , UPPER L = + 10'-4" � INTERIOR FLOOR FINISH � DENSITY SPRAY ^ T.O. PL OD SUBFLOOR I (RE: ID DRAWINGS) iN SH FL R 2x W000 FASCIA T�P P�� POLYURETHANE �s ADDSNDUM 5 05.16.05 I BATT INSULATION SE CI L OR �RADE �RE: 3/A531 FOAM - � ATI N EFER�ICES, IYP. FOR .PAITERN) BEAM (RE: STRUCT.) - I WEATHER-RESISTANT — L � � � �'� 6" 0 COPPER GUTTER 4" R- 13 BATT BARRIER .0. PLYWOOD SU FLOOR �NSULATION APPLIEO PLANE OF ROOF BELOW THE FOAM H E °� ° FLOOR JOIST (RE: STRUCT.) ; � 1 " � LOW � , U51NG I STICK C Y POINT ' - . PINS % �- — / - - °- .:-_ . - : :,, . >..: y �-- _ �� . ° / �" GLASS MATT PAP m ' ' � 5 8" GLASS MATf FACED � ROUND CORNER (R = 1 /2") � — � � FSHFATH� FRAM� WEGL OR ; � � /P. SHEATHING � ' � � tx6 TdeG FiNISHED (RE: STRUCT.) p�'�� o � � „ � 1 1 /2" IJGHT WEIGHT � I FROM BEIOW � RESIDENCES ° � 3/4 STUCCO SYSTEM ON " I m CONC. TOPPING . 3 � � 2x VERTICAL SIDING � � � � WEATHER—RESISTANT BARRIER WOOD FRAMING 1x WOOD TRIM � ,� 2 1 1 FLOOR JOIST (RE: STRUCT.) �_ ' ��M- 1x10 WOOD TRIM a t , SEALANT dt BACKER ROD TERMINATE RIGID INSULATION de DRAINAGE 2•_p' Typ M MAT AT BOITOM OF STL ANGLE � i 3 SIM. . ` WATERPROOFING S1TEM SHALL CONT � A772 WRAP WEATHER—RESISTANT (RE: WATERPROOFlNG DEfAILS) SEE ROOF PLAN % BARRIER OVER DOOR STRUCT. I o � �ME A531 r � ~ �ENTRY HEAD � UNIT A ) (�UTILITY ROOM WALL � TJNIT A ) � EAVE DETAIL ( TYP . ) U 7 1 �2� _ � �-0� A-Di-28.dwg � 1 1�2° = 1 �-0� �-0T-23.dw9 . - 1 � ��2° = 1 �-�� A-OT-ISaMy U i � 2'-6" � TOP OF PIER BELOW CAPSTONE ' � Qc 2004 42�40 ARCHITECTURE, INC. GUITER DOWNSPOUT � � �---- � CONCEALED RAIN GUTfER /� �F C ln G.L. BFAM BEIOW � � _„� COLLECTOR & DOWNSPOUT Q ��R� '`•�I,�� (RE: STRUCT.) � Q i BqTfERED STONE VENEER • 3" [� E. RAP;r� � i 1 .5' SLOPE L 9i JO�:'il',';(;;� � � PIER 3" � � t ��'� BATTERED STONE VENEER � ' 2" MORTAR SET � � : �' � 2' SLOPE , POSTS � �`�, ��,j . � � - — J �� ilL� 2" MOf2TAR SET ' � WEATHER-RESISTANT BARRIER � (RE: W.P. DEfAILS) w 1 /2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING � � �/� WOOD FRAMING (RE: STRUCT.) i I i VJ COLUMN (RE: STUCTJ � � w i � ' ' DASHED LINES OF • , i V F I � B� STRUC ) COLUMNS (RE: STUCT.) (RE- � - . � . . : . . : . -. - � � . . .- .. . . - : . -.. . - .. . . . t_ _ .. .. . .. 4 _ . . . . ... � � I I T. z o , � , wa � - - � = A ,, , � � , � � . � i i M O � � , � z M�1 � A ,� \ � � � oxio w000 Posr � (j� �'d �� � � M � � / , \ I � � EDGE OF DECK BELOW i i � W � }�.� ( I GUTTER DOWNSPOUT ' ' � ' ` COPPER GUTfER BELOW W� � I � COPPER RAIN GUTfER � O i i ' � S t /2" HEMMED EDGE ' 10x10 WOOD POST ' Z i i rT1 A u \ COPPER CLEAT / GRID ' I � � �T1 Q� EDGE OF DECK BELOW � � � � / �-�' � � � STONE PILLAR C� OUTDOOR DECK ) !�� � � L�6A/7A 8A/9A/IOA/11 STONE PILLAR @ _ OUTDOOR DEC_K_ � , , 2 V �„ ' \ � 2X WOOD SIDING / � � 1 1 /2" = 1 '-0° (A HIGH PtER CONDITION) A-DT-18Awq � � _ � �-0" (O HIGH PIER CONDITION �—�—�e-d•a � \ �' � � COPPER ROOFlNG S T O N E C A P w Q EE WALL TlPES SHEET G R I O � � � � SH�ET MEMBRANE WATERPROOFlNG � a 5/8" PLYWOOD SHEATHING NTERIOR FLOOR FINISH RE: ID DRAWINGS) RANDOM SAND STONE � � 12 � �2� I 3/4" SETfING BED 1Y4" Y4'TYP. O ONC. TOPPING � SLIDING DOOR SYSTEM � [ � \ s � (RE: MANUFACTURE) S� CONC. TOPPING � d ?� 10" X 10" WOOD POST �� � MAIN LEVEL = 0'-0" � _ �/g" _ — INTERIOR FLOOR FlNISH WATERPROOFlNG MEMBRANE � � T.O. PLYIIYOOD SUBFLOOR (RE: ID DRAWINGS) (RE: B/A572) 7 x6 WOOD TRIM \ FlNISH FLOOR : � N a SEE CIVIL FOR GRADE � � °�Dfi`'°A� . — — ELEVA170N REFERENCES, TYP. � WD. BALUSTER DESIGN VAIL RESORTS N ` MNN LEVEL = 0�-0" (RE:'E5.6.7/A522) DEVELOPMENT � .., .._:. :__- :: . ._., �. 1x10 WOOD TRIM � - . " ' f � < - - � 4VRAP WATERPROOFlNG ;: _ , ' � t . s . ` ' F � " << , E�`" T.O. PLYWOOD SUBFLOOR � �Y2^ ��/2n OVER SUBFASCIA • M LET RAILS INTO POSTS COMPANY � BA INSULATI N � � �Y2^ 2" TOP dt BTTM. AVON, COIARADO z r nxcwt�cra�a�aoan � 0 E: RUCT.) 3/4" PL OOD 2% SLOPE � rn RANDOM SAND STONE " IGH DENNSITY SPRAY TAPPERED FURRING STRIPS ° � 3/4" SEffIN� BED �� � � 1 POLYUR NE OA � 1 1/2° Q � ,� 4" R- 13 BATf NS TION APPUED I CONC. TOPPING Aa�"E 1 x WODD TRIM DECK JOI (RE: STRUCT.) ��, � BELOW THE FO H LD IN PLACE WATERPROOFING MEMBRANE SEALANT & BACKER ROD USING CK PI S =LOOR JOIST (RE: STRUCT.) (RE: W.P. DETAILS) �P,,,�,�.,�,A BATf INSULATION 3/4" PLYWOOD 2% SLOPE D�"B�T 5/8u � B SEE WALL TYPES SHEET 1x6 TdcG = N HART � HOWERTON � 3x8 WO D TRIM 3/4" STUCCO SYSTEM MAIN LEVEL = 0'-0 M N6WY0 a�c,amavroaic 1 x WOO EXTENSION � x — _ % SLO E _ T.O. PLYWOOD SUBFLOO - t . g - srACrc7vanc e.rcm�c - xoNeosa�a�a.aNCwr�s.uac . :. .. ... . .. .. ' _ �-. . - _.., ..: AVON,CpIpH,1D0 �Q�BAY WINDOW HEAD F � UTDOOR DECK C SLIDING DR _ zX w000 rRi� �4� -.. -, �- ; .. ,. ���� 3 , t. a�!cx�ruce�.sr.acrsus,�cua� U 1 1 �2� = 1 �-0� A-DT-SS.Av9 l J l 1 1 �2' = 7 �-0� —_ � � � _ A-DT-30.dwB ° � AVON,COIAIIA➢O `� 6" COPPER GUTfER W/ ^ u,p°°D'��.�, GRID GRID HEAT TRACE v�,� TAPPERED FURRING STRIPS WRA R-RESISTANT � TIMBER BEAM (RE: STRUCT.) pROJSCTN[7MBER; 20900.0p : BARRIER UNDER WINDOW (lYP.) '�, DECK JOIST (RE: STRUCT.) SEALANT & BACKER ROD WD. SILL � � WD. SILL SFALANT � BACKER ROD 1 x6 T&G �� �70N DATE FlEXI6LE FLASHING WRAPPED (RE: 1 /A753. SIM.) (RE: 1 /A753) FLEXIBLE FLASHING WRAPPED UNDER WINDOW & TURNED UNDER WINDOW & TURNED 06 CONSf DOC VERTICAL � JAMBS TO CREATE ` � • VERTICAL O JAMBS TO CRFATE 2x8 TIMBER (TO ACCEPT � ppRPERMIT 08.13.04 END DAMS (TYP.) � I 1�, �` END DAMS (TYP.) COPPE E:�ELEbATlO S� SIDE BRACKEf) � T. .C. , o�j BIDG. 2/CONST. 09.02.04 � �R : s�uc.) � –�-�— I � � eRn��e�roNO� � 3" THICK STONE SILL I 4 Q � BIDG. 3/CONST. 09.24.04 + I (WFIERE OCCURS) SEE 4/A532 FOR STONE " q�RSpACE 3" THICK STONE SILL STONE PIER � BTAG. 4/CONST. 10.11.04 VENEER SYSTEM �Y2„ •- i Q SEE WALL TYPES SHEEfS 'v » _ BEYOND �o BLDG. 5/CONST. 10.25.04 GRADE LEYEL (RE: CML) 6" � 2X FURRED TUD WALL � �V. STL SUPPORT ANGLE rl WEEP HOLES � 12' o.c. (�w.) /� ° W� �WB RE. °�. Bi�„ DECK GUARDRAIL L��/7A/SA/9A/l0A/11 — WRAP WEATHER-RESISTANT c� I L 3/4" EXPANSION ANCHOR BARRIER UNDER WINDOW (TYP.) �+ 1 1/2" = t '-o" �-m-zs.a.o FINALCONST 01.03.05 I (RE: STRUCT.) te ADDBNDiJM 5 05.16.05 4' �A7T INSUTATION, TERMINATE RIGID INSULATION STONE VENEER dc DRAINAGE MAT AT BOTTOM 3/4" STUCCO SYSTEM SEE WALL TYPES SHEET I 4� OF STL ANGLE WATERPROOFlNG STONE VENEER ANCHORING SYiEM SHALL CONT SYSTEM DRIP SCREED INTERIOR FLOOR FlNISH (RE: ID DRAWINGS) - (RE: WATERPROOFlNG DETAILS) , RANDOM SAND STONE ' ' /2� Q 2 SOLID GROUT INTERIOR FLOOR FINISH 3/4° SEffWG BED CONC. TOPPING � - FlNISH FLOOR — q 4 (RE: ID DRAWINGS) 2� � Q 1 1 /2" CONC. GRADE LEVEL (RE: CNIL) ! �N �L �/o(T561C IOPPING SEE CML FOR GRADE — . TOPPING SIAB T.O. PlYW00D SUBFLOOR _ s _ , : `` ' � � s ELEVATION REFERENCES, TYP. _ SEE DTL. DdcF/A511 - � - , , •. _ . . FOR WATERPROOFING << : ` � n ,� M/UN LEYEL = 0'-0' � 'i� �" q � > � 5 c `�' • � GARAGE LEVEL = - 12'-0" a Y T.O. PLYWOOD SUB�'LOOR T.O. PLYWOOD SUBFLOOR � « a � � � 4 WATERPROOFING MEMBRANE � R S D NCES � \ c 4� I (RE: W.P. DETAILS) � � 3/4" PLYWOOD 2% SLOPE � + - TAPPERED FURRING STRlPS FLOOR OIST (RE: STRUCT.) a � — 4 DECK JOIST (RE: STRUCT.) BA1T � ULJITION " FLOOR JOIST I (RE: STRUCTJ 4 WEATHER-RESISTANT BARRIER SEE W iYPES SHEEf r — 4 FLOOR JOIST (RE: STRUCT.) 4 , A532 E I I I I 8� RE: WATERPRQOFING DETAILS CAST-IN-PLACE CONC. WALL I I I I 3/4" STUCC01SYSTEM _ r m ° Yy/ PARTIAL STONE WALL NORTH ELEV . PARTIAL STONE WALL SOUTH ELEV . OUTDOOR DECK ° • 1 ��2° = 1 �-�� ' MDT-32.dry � � � �2° = 1 �-�° A-D7-29.dv9 S 1 1�2° _ � �-�� A-D7-21.drg U I - - � 2004 42�40 ARCHITECTURE, INC. � ' ���� pf C0�p9�o GRID h o Q �. RAi�DAL � JC:•N�`S � � SEALAN'f & BACKER ROD o � �- ��� � � y 2x6 WOOD TRIM C��'�SE � �G�'��� SEE DTLS. pdcF A511 OVER WD. SIDING O Q FOR WATERPROOFING � WpOD SILL � (RE: 1 /A753) MTL FLASHING r /� V.J � 1 2 PLINVOOD SHEATHING WOOD SHAlCES w 2x WOOD STUD RIPPED 3�4" STUCCO SYSTEM r , AT A 2' ANGLE SHEEf MEMBRANE WATERPROOFING v � MAKE 3�" AT TOP WEATHER–RESiSTANT BARRIER W/ 6" VER'fICAL OVERLAP UNDER SEALANT L� WRAP WEATHER–RESISTANT � WEATHER–RESISTANT BARRIER Z O � � BARRIER UNDER WINDOW 5/8" PLYWOOD SHEATHING a � 3 DOOR oHEAD Ca? ENTRY ( UNIT B )A—DT-37.dwg A � SEE WALL TYPES SHEEf � . ,� 0 r�/"� p 3° THICK STONE SILL CONT. WEATHER-RESISTANT v'� � � = 5/8' TYPE �X" GWB ON � WEEP HOLES O 12" O.C. (7YP.) BARRIER w � � �/ 1x STRIP FURRING —� L� <i ' 1� � O ��2 FLEXIBLE FLASHING UNDER STONE SILL INTERIOR FLOOR FINISH w � V CAST-IN-PLACE CONC. WALL WE4THER-RE ISTANT BARR ER EHIND (RE: ID DRAWINGS) V ` (RE: STRUCT.) w A .� Q 1 1 /2" CONC. W '~ EXTERIOR FINISH [�� L SEE 4/A532 FOR STONE T�PP�NG SLAB WOOD SHAKES w � � (RE: LANDSCAPE) � VENEER SYSTEM BATT INSULATION SHEET MEMBRANE WATERPROOFlNG � � � V �' N SLAB-ON-GRADE � (RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) � O � � GRADE LEVEL (RE: CIVIL) ER (RE: STRUCT.) 5/8" PLYWOOD SHEATHING py - FINISH FLOOR � ENTRANCE d} � _ " _ _ _ _ _ UPPER LEVEL = + 10'-4" !� a UPPER LEVEL = + 10'-4 SEE CIVIL FOR GRADE M � T.0_ PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR O . ELEVATION REFERENCES, TYP. �� .: . � MAIN LEVEL = 0'-0" J�� _ : T.O. PLYWOOD SUBFLOOR � 1 � - � '� A531 SIM. � �� <i � � EL = +9'-6" • — — � — T.O. BEAM oevNSx�nsvsrner�c . _ :•.. , - - . .: . .,. .. _ / , . _ , _ .. :- . ...: : . . .. .. � / � / VAIL RESORTS 1x6 T&G ON 5/8" 1x6 T&G ON 5/8" � RE: DEfAIL 4/A533 i GLASS MATf FACED GYP. � � DEVELOPMENT SHEATHING SHEATHING I � COMPANY FOR WALL & WATERPROOFlNG GLASS �AATT FACED GYP. ' ` AVON, COLORADO REQUIREMENTS BF�4M (RE: STRUCT.) . / � ��� � (WRAP W/tx WD. SOFFIT C� ENTRANCL� UNIT B TRIM-WHEN EXPOSED) � ♦ ` � , � � 5 t 1 /2" = i '-o" �-or-se.a., COLUM ■ � �,J BEYOND �rtecn� ARCH OPEN'G omve., cotuaao � (WHERE OCCURS _ RE: IXT. ELEV'S) m�+s'race�nra�a WRAP WATERPROOFING n�crr,u,�u�recr CONT. WATERPROOFlNG ONE-PIECE (WIDTH) OVER SUBFASCIA STONE CAP EAVE C�__ ENTRANCE � UNIT B ) ��T � HOWERTON BRANE � xawYOnrz.tffiav�oax OVER CONC. WALL � 1 t/z° = t '_o° �-or-3s.a,.o srrtoccve,v,�cu�ess -IN-PLACE CONC. � u�os����,a,�,�II.,� wvoN,conoxn�o . � BEAM RE: STRUCT.) � io WOOD SHAKES a�eruw.�°^°��•* sNC�sa ,1 T.O.C. �.saNCU�sas.uac STONE (RE: LANDSCAPE) W � (RE STRUC.) SHEET MEMBRANE WATERPROOFING �'�'' CO1A8"DO � W ^ 2" 2" ° CONT. THROUGH WALL `�`'II�ffi''�B'�` > �y2 � �y2 5/8° PLYWOOD SHEATHING �m���•� MTL FIASHING 5 l�i" R 38) HIGH OENSfIY vnu, cow�nno 7 PARTIAL STONE WALL � ENTRANCE UNIT A SIAB ON GRADE � � � - w PRAY POLYURETHANE WRAP WATERPROOFING r 1 (RE: STRUCT.) W � FOAM � OVER SUBFASCIA Q pROJECTNUMBER: 20900.00 � t/2� t ' o° � � _ A—DT—�3.tlrg � - SEE 4/A532 FOR ONE 4" (R- 13) BA1T INSULAl10N D �� VENEER SYSTEM qPPLIED BELOW THE FOAM 5/8" GLASS MATf HELD IN PIACE FACED GYP. SHEATHING ISSUg REVIgION DATE GRADE VARIES USING STICK PINS OVERHANG FINISH FLOOR O ENTRANCE (RE: CNIL) (RE: ROOF PIAN) _ �g� 06 CONSTDOC SEE CML FOR GRADE FSK PAPER ^� ELEVATION REFERENCES, TYP. �j FOR PERMIT 08.13.04 MAIN LEVEL = ��-0° r b � — - - I � BLDG. 2/CONST. 09.02.04 — —� � BIDG. 3/CONST. 0924.04 T.O. PlYW00D SUBFLOOR p �� � I 1 � STONE SILL BELOW � � 09 BLDG. 4/CONST. 10.11.04 STONE VENEER L.IMIT BELOW � � e � � io s�. s/coxsr. io.zs.oa 1x WOOD TRIM ' /� � I I I I � — � ; /�6A/7A/8A/9A/IOA/if RE: WATERPROOFlNG — . . . -.. . . ,. . _ . . _ . . .. . :. .. . .. . .. .. .. .. .... . . . . . . , . . : .. . . . . . . . .. � FINAL CONST 01.03.05 DEfAILS AND TUNNEL 2x8 WOOD TRIM � � 4 �� � CONSTRUCTION PACKAGE I I I p � �PCO �ONS O4.07.05 : � I f I I I I I 7 � � ia ADABNDUbIS 05.16.05 � � L� I VAPOR BARRIER lx cG FlNISHED I I FROM BELOW � � PROVIDE 3"� DRAINAGE I I I I I ( I G � 2x VERTI SIDI WALL TYPE � PIPES THROUGH WALL (RE: PLANS) � � O 24"o.c. WEATHER–RES AN BARRIER WALL TYPE 30' 0 1 /2" PLYWOOD SHEATHING � � �� � (RE: PLANS � WEATHER–RESISTANT BARRIER I b „ � Q 3/4" STUCCO Sl^STEM � � 4 v Q � a � a .. a o v � o DETAILS � RESIDENCES `�° DECORATIVE tOx24 TIMBER TAIL 9� 9" 9 RE: EXTERIOR ELEV.S .; � � �WOOD oTRIM � ARCH OPElV ' G �UNIT B ) �PARTIAL STONE WALL C�? 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DETAILS) — — — — — — — � � � �- - - - - - - ^'" - - - - - - - - - - - - - - -� WOOD SHAKES - - A O � -- � - - - - - - - - - -_- - - - - - - - - - - - � _ - - - � � _ � ( �— SHEEf MEMBRANE WATERPROOFING I � w E"� Rl e� � na � (RE: W.P. DETAILS) 2 -2° ^/, � O - � I � � I 5/8" PLYWOOD SHEATHING EL — +8'-2" O DRIP —�--(—""' COPPER FLNSHING N � � x � � �` — — — — — — — — — — — — �' •~ BLOCKING � � � . . . T.O. BEAM — � — — 3a / � rx ^ V , . . _. . i�i � 3Y4" � - . , _ r� � � . : . : , . .. - � - - - - - - - - - - - - - - - - - - - - - � , . � _ ,�w, ''✓ i � t - - - V � � 3/4° SfUCCO SYSTEM � 'z ^ WEATHER—RESISi"ANT BARRIER ON 1 /2" TIMBERS IN FOREGROUND (RE: STRUCT.) W � PLYWOOD SHEAl1NG I � �"'� EDGE OF STUCCO COLUMN ( TfERED 2x6 WOOD FRAMING ` I IN FOREGROUND O O 2' ANGLE (RE: STRUCT.) 1 x6 T&G r � I 3/4" STUCCO SYSTEM - I BEAM (RE: STRUCT.) V � WEATHER—RESISTANT BARRIER 3/4" STUCCO SYSTEM ON MINOR CHIMNEY CAP CHIMNE� BASE C� ROOF TYP . , i2" PLYWOOD SHFATHING lI2" PLYWOOD SHEATHING 5 , „2. _ , ._o� ._�._.aa.a 4 , , ,Z• _ i •_�• ' �_o,_.e.awy ROUND CORNER (R = 1 /2"j 2x WOOD STUD RIPPEO ��/o�A� AT A 2' ANGLE VAIL RESORTS DEVEIAPMENT �DETAIL_ (� ENTRANCE UNIT A coNrn� �+ t t/Y = i '-0' n—or-4s.a.w AVON, COIARADO GRID °"`�`«�'�"° � � � :� ' � � � WALL IYPE � , � (RE: PIANS) � Dernar, Cdoraeo 2' x 4" T.S. (NOTE: WALL BATTERS ,�.�p�� BRACIN6 (RE: STRUCT.) � SOME LOCATIONS— D�cNn�xc�rscr VERTICAL TERMINATION CAP 7 SIM. RE: EXT. ELtVS.) � � 33 HART � HOWERTON � - - - - - - - - - - - - - - - - - - - - - � i � i �' � � � � � � STONE BENCH ATfACHED N�°1°�''�°TO� � \ � / r , FROM 3 SIDES L I � �— �0� � � (RE: STRUCT.) ��„U,.�,,�� . �6c A I � OPEN ^ / t /4" BENT PLATE � T.O.C. ti°�u°$A N��°''�°s,ux � �/� I � � � � / (RE: SIRUCT.) � I (RE: STRUC.) amc�uxtcru.���•* �x � � 90' � 1 1 e I a� � � COPPER COLLAR I \ \ 4x4 T.S. CHIMNEY CAP °ON'���0� � � � I � / / ° FRAMING (RE: STRUCT.) � �� 3'- 1Y2" cnm,� � � � .-�.� 1 1 ����.� � ° i u °"'4�„°° j 4" � � � \ / � » "' I 1 ,: . . � - - - - - - - - - - - � � i � � • " . � — — — — — — — — — — J \ / ' °` <� ' i� PROJSCP NUMBSR: 20900.00 — — — — — — — — — — — — — — — — — — — � - - - - - � - - - -�- - - - - - - - - - - . , - - - - - - - - - - - - - - - . . _ . ; �v . _ I � ' � � ISSUE REVISION DATE /2 . » i �2, ' _4 � z � o � COPPER CHIMNEI' CAP � ; GAW. STL. ANGLE 06 CONSTDOC � I i �C CAST—IN—PLACE CONC. a, FOR PERMIT 08.13.04 � _ � + 4x4 T.S. CAP WALL (RE: STRUCT.) � I "� COPPER BULLNOSE A � � POSTS (RE: STRUCT.) � - [� 1 � oQBLDG. 2/CONSf. 09.02.04 � '`�`Y ' � � <� ° STONE (RE: LANDSCAPE) � M � - _ � 1 Q BIDG. 3/CONST. 0924.04 � � DRIP — ---t— ' SLAB ON GRADE FlNISH FLOOR Q ENTRpNCE � B�• 4/CONSf. 10.11.04 I � � � (RE: STRUCT.) : . � 3�4� I � GALV. CHANNEL —J-- •. .. . . ��� SEE CIVIL FOR GRADE 10 BLDG. 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O� � `2 LEOGER TO SECURE � GYPSUM BOARD PER 5/8" PL�D sHEa,rH�NC E RA�TJp� 5 Xz " R-38 HIGH DENSIN SPRAY , IBC 705.6-EXCEPTION 4.3 JQ��VG� POLYURETHANE FOAM , 5/8" TYPE "X" GWB ��� 4" R-13 BATT INSULATION APPLIED , -. ,, - - ; _, _. -,. - -- - -: :. . .. — — �`� 1 : . . ._. ,_ , _ ,>. ..- : . - . . •. __ - � BELOW THE FOAM HELD IN PLACE , �31 _ �j��;l,, -.`,i��V USING STICK PINS , � 4, .—C � ` ^ ^� HEAD WOOD TRIM . � ,^n ABOVE .. ., l � l\ ( � UU � � � � w ♦ � , , � ♦ ' � ' INSUTATIOf�-2 PLIED DE SRYgSP',� INTERIOR WALL JAMB V , � � OV�TP� FOAM POIYURETHANE ,, 4 t � /z" = t '-o� A—DT—SS.tlrg � O � � H IN PLACE FOAM _ , � , USING S11CK ,. " � a ,. . . , , � j , PINS � , 1 x6 TdcG , � � � SLIDING DOOR SYSTEM � � � (RE: MANUFACTURE) /2" CONT. SEALANT & BACKER ROD � � � ROOF WITHIN 4 ' OF SEPARATION WALL ' Cn A ° 2x VERTICAL SIDING , � A-D7-Be.tlwg �NTERIOR ROOR FINISH w � � , I FRAME WALL OR � �/2p - � .-�Y CONT. W.P. WRAPPED UNDER TRACK TRUSS LEG , ` , � (RE: ID DRAWINGS) AND TURNED VERT. AT JAPABS TO CRFATE END �/ p . , , , , , I 7 GWB FIRE PROTECTION , DAMS (TYP.) Q !� � O , . ` I 4'-0� MIN. I � iv CONC. SLAB W/ INTEGRpL COLOR x � V 1 PROTECTED ROOF & OVERHANG PROJEGTION � �6 _ _ _ _ _ _ _ _ _ _ _ _ _ N (RE: STRUCT.) q ,� ', 1 O � � �2•� ° � '—o" A-DT-B&d'iW 5/SpSHFATHIN I ^ •_ _ _ — • � GARAGE LEVEL = —12'-0° W Qi , ,• � ._._. . _.. . . . . . . .. . . . . .. . ::._ . T.O. PLYWOOD SUBFLOOR ^ � 7/A535 �SION OF , FRAMING AS OCCURS � � b � , � � � �- � � � SEPAW�TION WALL , � � — — — — — � (I HRJ 5/8" 1YPE '�4VB — — — — — � ♦ � _-- — — — - (.s.l O � �� W �,.�ES � � � �` 111 = 111 = I = 11 = 111 = 111 = � a � S� MEMBRANE WATERPROOFlNG � — I — I — III — I I — III O � � . . ,,� � � � � � � � � � � � � � � � � , BA1T INSULATION li I I ( — I I I— I I — I I — I — � , CRAWL SPACE 6 � � 5/8' PL,�OOD SH�,�ING � I — I I I — I I I — I I I — I I � � OR C� � SEPARATION WALL � � ' FLOOR J015T (RE: STRUCT.) � � � � _ � � _ � _ � � � . 2 X 2 LEDGER TO SECURE � � �Z. _ � ,_a. �-nr-s�.e.o 5/8' TYPE "X° GWB ' - ��� GYPSUM BOARD PER CAST-IN-PLACE CONC. — I — I I — I I I WfTHIN 4' OF IBC 705.6-EXCEPTION 4.3 � WALL (RE: -STRUCT.) SEPARATION WALL ,, . . � � I I I — I I — I I I 5/8° TYPE "X" GWB GRID RE: W.P. DEfAILS � o�D�� 5 �t " R-38 HIGH , — I � — vA�' �' S�R� DENSITY SPRAY " ' DEVELOPMENT , = POLYUR�E _: - . ., , , SLIDING DOOR THRESHOLD C� GRADE coNrn� , 1 BATf INSULATION �' SEPARATION WALL 3 ' ' i 1/2" = t '-D" e-m-ss.d.�y AVON C0IARADO 4" R- 13 BATT • ' SEE WALL TYPES SHEET � INSULATION APPLIED �� _. - ,. " � � � � � � � � �' � � �31 CONT. MINERAL WOOL GRID nacim�scTOnn�coxn BELOW THE FOAM ' ' � ` : - � APPROVED AS FlRE BLOCKING INTERIOR FLOOR FlNISH HELD IN PLACE TO FILL NR SPACE ,.. .. USING SPiNS � i (RE: ID DRAWINGS) 1 - , � � � � I � � � �,� � I � o� � ENG TRUSS l x6 T&G FINISHED � EL = VARIES , FROM BELOW , , � T.O. PLYWOOD SUBFLOOR nrnsrear�n�a 1 � , 2x VERTICAL SIDING 3/4" STUCCO SYSTEM � D�n�a�r�c,T 1 RIP CUT 5/8" RAFTER TAIL WHERE � , � 1 /2" PLYWOOD SHFATHING HART � HOWERTON ,, GYP. IS REQUIRED IN ORDER TO 1 , � r�aviroxx,nmcv�uc MAINTAIN FLUSH SOFFIT CONDITION � ,� , X, o W000 ,��M � � �� � � � SEE ROOF PU1N ` � � � � _ � ��� � _ "� — GRID a�o�xo°°°N'`°'A"''°° , , M . . � LECFIATUCAT.BLHCIBICALSPIG1NtiI�R M-BBNGIPIBER4,INC AYON,fALDRADO � , 1 1 /2" LIGFIT WEIGHT ����� PROTECTED ROOF & OVERHANG PROJECTION �oN�. ToPP�N� d' FLOOR JOIST (RE: STRUCT.) ,, 9 � �/a° _ � '-otl A-0T-87.dp � , . BATf INSULATION CONT. MINERAL WOOL SEPARATION WALL , , APPROVED AS FlRE BLOCKING SEE WALI TYPES SHEET PROJECTN[TMBER: 20900.00 CONT. MINERAL WOOL , TO FlLL 4" FROM ALL BLOCKING APPROVED FlRE BLOCKING " , 5/8" TYPE 'X' GWB , TO FILL AIR SPACE ISSUB 1tSVISION DATS wH�E occuRS wmiiN FLOOR Ua SEPARATION WALL o6 �o� � , 4 OF AREA SEPARATION 6 � ��2» _ � ._a+� A—DT—B1Awq � � FpRPF,RMIT 08.13.04 , WOOD SHAKES W� SHEET MEM�WATERPROOFlNG � R��E � 2 DEMISING WALL TE INATION A � � d� � B�. 3��_ ��� . � 5/8" PLY4YOOD��HING WOOD SHAKES GRID � SHEET MEMBRANE 09 BLDG. 4/CONST. 10.19.04 2 X 2 LEDGER TO SEC� WAIERPR00FING � � � SO BIDG. S/CONST. 1025.04 GYPSUM BOARD PER, � � IBC 705.6-DCCEPTION 4.3 , 5/8" PLYWOOD � � � EDGE OF �6A/7A/8A/9A/IOA/11 . _ ' SHEATHING FROST FREE � TERRACE HOSE BIB � FIlVAI. CONST 01.03.05 5/8" TYPE "X" GWB � T.O. RIDGE (RE: MECH) � � � QP pg g�0 TS O4.OZ05 _ 5 1 /2" R-38 HIGH RE: ELEV. DENSITY SPRAY 1 1 /2" RIGID , � � ,. 1 . - - � te ADDENDLIM 5 05.16.05 � I POLYUREfHANE INSULATION BOARD 10X10 � A531 - , ° FOAM R-7 PER 1 � ^ � � � � � � � � � � � � � ( � NEWEL POST � i i � � � � � REEOCCU� ( HE , . 1 1 I , a" R- � 3 enlr — — — GRID INSULATION APPLIED ( � , _ BELOW THE FOAM HELD IN PLACE �-_ 1 ', _ Q ,Tef P NSG SfICK �q , � � � XV IRV , " FSK PAPER . a ; 2x VERTICAL SIDING , TUBE STEEL I � � � RIP CUT 5/8" RAFTER TAIL WHERE ��S ��L OR 4" R- 13 BATT � B UNR � I , 1 GYP. IS REQUIRED IN ORDER TO (RE: STRUCT.) o MAINTAIN FLUSH SOFFIT CONDITION � INSULATION APPLIED x DETAILS BELOW THE FOAM n � RESIDENCES � �. � � � � � � � � � � .� � �� HEUSI G SLTICK , � SEE WALL TYPES b a ,, ,, PINS SHEET A611 M 5 Yz R-38 HIGH g " m ,,� SEE ROOF PLAN ,, DENSIiY SPRAY o ,, , POLYURETFOAM t • � 9y4- A535 � � PROTECTED EAVE PROJECTION - DETAIL �RIDGE _DETAIL ( TYP� � STEEL FRAME Ca? EXT ALL ° • � 7 7�'l� = 1 �—�� A—DT-65.dwg J 1 1 �2a = � �—�� A—DT-60.dr9 1 1 ��2° = 1 �—D° A—DT—l9.dwq a� 9• I � . 2�-6n � 2004 42�40 ARCHITECTURE. INC. � 4" (0 TOP OF P�ER BEL W CAPSTN.) _ SNOW FENCE VERTICAL SUPPORTS � 48" O.C. 2a � i '-3" AT TOP OF FRAMING - NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WffH S'fEEL PLATE �" , �� �f C(��v� COMPLETELY SOLDERED THICK. 2" � STEEL PIPE (2.375" O. D., WALL �y2^ � py2° � aJ�2" 7}'2" h,�Q. 4�� THICKNESS 0. 154 ) � c. Rk.i�'�):L N A � JCt-uti;;:� �9 ��� � ; �. OUTI_INE OF � `V V ��' / FILL POCKET WITH LIQUID Qr-6A/7A/8A/9A/SOA/Il CAPSTONE ABV. ` w � � ' t 3i � f .i�:' �. ';"_ � / MEMBRANE (APPLY WITH � � `\� _� i :• � CAULKING GUN) � � NOTE: CONS►DER 4-RUNG SNOW BArrERED SroNE vENEER Z ' FENCES WHERE VERY HEAVY 1 .5 SLOPE z a � � � SNOW ACCUMULATIONS MAY Q ` � " \ � OCCUR. 2" SOLID GROUT � � O W \ WOOD SHAKES OVER � � `� � FULL CANT BEAD OF LIQUI / REFER TO ROOF PLAN FOR _ � � tO 00 � HO a— � � I � WATERPROQF'G MEMBRANE SNOWFENCE LOCATIONS. WFA7HER-RESISTANT BARRIER o N w MEMBRANE r a W a OVER �" PLYWD. SHEATH�G � (RE: W.P. DETAILS) � \ 1 /2" PLYWOOD SHEATHING ^ a o M � � � � WOOD COLUMN (RE: STUCT.) � o H ^ O /� � BEAM BELOW _N � v� E'y � � � � � � `_ (RE: STRUCT.) w / � = � � � SEE DEfAIL 4/A536 FOR � n 1:•� � O �� �� � � FLASHING DETAIL V FIELD 5HEET OF VYCOR �L- � � � � Q �� � � ULTRA Z W • < � ww � _ V � BOTfOM FlASHING (INSTALL � 7 STONE PIER Lo�lERDETCK A-D7-75.drp � FIRST OVER FIELD SHEET OF w 0 VYCOR ULTRA) REFER TO STRUCTURE FOR � n/ a O BOLT DESIGN, LAYOUT & CONNECTION Dk7AIL / UPPER FLASHING (INSTALL � � � SECOND OVER BOTTOM FIASHING / � ^ 10' X 10" WOOD POST � & FIELD SHEET OF VYCOR ` , FRAMING `� '�j � � ULTRA) ,_ (RE: STRUC.) . _ _ . '` - STRIP-IN BOTTOM & UPPER � '�- _ � � � ' VAII,�RE R,I•S FLASHING WITH VYCOR ULTRA / Sa _ ^ � �� � 1 x T & G WOOD SIDING � DEVELOPMENT o CEDAR GUARDRAIL AND COMPANY - � SNOW FENCE FLASHING W 'y2" 'Y" DECORATNE BALUSfERS AVON, coi.oRnDo N.7.5. m-w�n-x.awy - O SNO�T AacHr�cr�� �I FENCE m � �Y2 LEf RAILS INTO POSTS 2" O ENDS 3 • » " ¢ � RANDOM SAND STONE 3 = 1 '-0 or-w�rr-tt.dwy o � p� 1 � o -� 3/4" SETfING BED � � , �,J = 1 1 /2" CONC. � "R�"rt�cra�°E c� TOPPING SLAB °"W°� �°�"°"° �— 2" x 4" TUBE STL fOR BRACING = � WATERPROOFING MEMBRANE nrns�ari.n�� ° RE: W.P. DETAILS Dac,�,,na��e�s�.T I 1 /2 STL. PLATE z � � r 3/4" PLYWOOD 2% Si.OPE HAR�T HOWERTON 4x4 T.S. CHIMNEY CAP � � YO�'�°°'O�" / FRAMING M L / _ � MNN LEVEL = 0'-0" xonmos�n��u.o�as.nvc / � � COPPER CHIMNEY CAP � — — — — -- � -- � ncrorr,corosnno / WEATHER—RESISTANT BARRIER T.O. PLYWOOD SUBFLOOR ���I���� / / ON 1 /2" PLYWOOD SHEATING 2x8 WOOD TRIM 3/4� � ; . n���II''� � / � ^ ,ura�`e°°"�e�m�c.�c. �PROFlLE AT BUILDING 7. ATCH TO WINDOW SI E 6" COPPER GUTfER W/ ( °''�'OD1'ORM1DO � � SMALIER ROOF CAP M Z HEAT TRACE / i PROJECT NUMBfiR: 20900.00 � 2 X 6 ROUGH SAWN T&G o� TAPPERED FURRING STRIPS ISSUS REVis][OI•7 DATE _ V—GROOVE CEDAR 2x WOOD TRIM I NOTE: MIRROR DETAIL ABOUT CENTER LINE DRIP � � DECK JOIST (RE: STRUCT.) � BLDG. 2/CONST. 09.02.04 `1 /2° PLYWOOD I I 1x6 T&G � BLDG. 3/CONSf. 0924.04 STL CHANNEL `ALIGN AT CORNER OF � BEAM (RE STRUCT.) � BLDG. 4/CONSf. 10.t1.04 ❑ o a o o Iq 'TOP AND BOITOM RAIL � � � • � i � / to BLDG, 5/CONST. 10.25.04 2x WOOD BLOCKING � i � � �6A/7A/8A/9A/IOA/11 a � � TtMBER BEAM W 2 X 6 ROUGH SAWN T&G CEDAR /( / ! � (RE. STRUCT.) FINAL CONS'I' 01.03.05 VERTICAL TERMINATION CAP N RAIL W/ �'4" CHAFFERED ENDS � � \ � .' � Q2 ADDSNDIIM 1 01.12.05 pQ a � J 16 ADDBNDLTM 5 05.16.05 CONT. SFALANT 3 i•� I�' — I 4x4 T.S. CAP � I I I -- Q OP ER COLLAR cz.� � I I DASHED LINE OF COPPER CAP � L � Ty2° ��. _ BRAC KE1'�N FORETGROUND _ � I — (RE: 2/A522) LAR6ER SQ. MTL NAIL HEADS O I I COPPER FLASHING � CORNERS TO CONCEAL �" � � LAG SCREW ATTACHMENT T� I I I STONE PIER BEYOND p � SiDING WALL � � I ( a ID O O O I I � I I - I I COPPER DOWNSPOUT < DECORA77VE BLACK MTL SQ. NAIL HFADS I I (WHERE OCCURS) ONE AT FACH PLANK � � ^ ` � I I a � n� ; � DETAILS ; f I �� RESIDENCES ! I 0 1 /2° PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE I I N BLOCKING ��° SHUTTER OCCURS a m COPPER FUISHIN� v ° 3/4" STUCCO SYSTEM a u.r.m �rn nrn�r-rn�rr .,.��,m FIXED SHUTTER - 1 DECK ST NE PIER GUARDRAIL - A536 . � � ��Z� c � �'0� A-DT-02.dw9 1 � � �2� = � �-0� A-DT-71.A'/9 � :/�\ MAJOR CHIMNEY CAP u �+ � 1�2� _ � �-0° A-DT-48b.dMy . U I V a i � 2004 42�40 ARCHITECTURE, INC. WOOD EXfENSION COPPER CHIMNEY (RE: OETAIL 3/A534) �� pf 0(p� ' 3X4" WOOD SILL �Q '��� � (RE: ID DRAWING) � � E. RANC'r^L r , r , '` 3 X WOOD TRIM J01-IN" ;� L,... . .1 J � I . II. I WALL BEYOND � l/���s ����`��� � � � �. • � .... :� I 1 . I. : 1.1- :I . . r/� � I . I �- � ' WOOD SIDING vl � . � I. I : (RE: WALL TYPE) W i i V H i i � , � - . � . i , ' � � E .. � Z I I � � � FLOOR FINISH O � � �. � (RE: ID DRAWING) A � � � � 3 X WOOD TRIM � . j.. jl I I ~r/� A p � � ( I �FlNISH FLOOR �J � � � � tl - - W . � ,r 1 . I :. s� cm�. FoR cwwE /� � . � C . I UC 0 ELEVATION RE�RENCES. TYP. _ ^ W O � � I _ I LL LL MAIN LEVE� = 0'-0" V S V � � i � � � T.O. PLYWOOD SUBFLOOR I w A I E � � I W � � f I . NE EE � r � � , qpA � � I . I � - � : � p FLOOR JOIST ' - . (RE: STRUC.) I � � . ' . � � � '. .) , _. , .. - , , . .. . _ . _ I • • 2x WOOD TRIM � O . � � - HH 2x WOOD BLOCKING d O O - � _ \ 0 . �� 0 �� Q � � _ �" GLRSS MATf FACED D � _ GYP. SHEATHING _ . a .. _ .. . - : � - :. . Z Q — =a �— � — � — ' tx6 TdcG (FlNISHED D ow�e�Dgvm,� _ _ FROM BELOW) � , _ _ _ __ - - __ - - _ _ VAIL RESORTS CONC. TUNNEL WALL----* � - - = ASHED UNE OF : DECORATIVE TIMBER DEVELOPMENT -- - — — — — — — — — — — — — — — — — — 1 I - � - = CANC. RETAIN'G WALL ' ' . BRACKET BEYOND I I — _ — _ I - _ .(RE: s�UC.) _ - - - - - - - - - - - - - - - -- - - : COMPANY — y � METE - - - - — — AVON, Co7ARADo _ TUNNEL ROOF WATERPROOFED � � �` � G � � _ _ _ - _ - _ • BAY WINDOW SECTION DETAIL 3 ��� CONC. SLAB I I I - t t/2- = t '_o" �-m-�a.e.o TO CAP CHASE _ — - '" I I - - O -- - _ EE - = _ _ _ �� � �,� EL=-8'-2" � NEW BOIIER - � � - FF _ FF _ . J I I �UES � � � I I "��*""� MECHANICAL ROOM � - - - � - - � � —_=___ ___�� � '— — _ — ----+ ~ _ oe�rver, caoiaao I �__�_________ __ ___�J � i - - — - - — -- — �� _ — . _ _ - � I eoi�s L _ — L - - - - - - - - - - - -- . � - - _ � -- . - _ - -- - D6IGNAYCffiTHCT HART ( HOWERTON ,� GARAGE LEVEL = EL — 12'-0" I I I - - - I � - - - - -`- _ - z N���� T.O. PLYWOOD SUBROOR ~ - -� � — L _ _ _ � � � � CONC. WALI EL = — 13'-6» — — — — — — — — — — — — — ' — � � FLUE CHASE � J�— BELOW GRADE ( I (PROVIDE CONC. WALL BELOW � � a�oNaoBnUNa�"weu.�nx T.O. CONC. SLAB � � � � � GRADE PARALLEL TO BUILDING 8 � evoN, co�no MECH. ROOM �-- � � -� WEST WALL. EXTEND DOWN TO � WELD ALL T.S. IN7ERSECTIONS WITH 3/16" . „ ,.o�w„ty.. �,v-�au`.. HNCPffiea � � FOOTING, ALLOW 2 CLEAR � I FlLLET WELDS X 2 MIN. M-am�ca��c ,� EL = - 17'-5 1 /2" � � FOR FLUE CHASE.) � � I AVON,COLDSADO T.O. FOOTAGE — —'T" L .L � _ _ _ _ _ _ � _ _ _ � _ - - - - LL — _c� A ALTERNATE N0 . 7 - ���� BOILER CHIMNEY "`'°��" - L � � ` '– � — � , `� �/4" = 1 '-0" BUILDING 8 – WEST ELEVA710N- - ee�–aT–nuwa.y V�'� I �� — — — — — � - - - - - - - - - - - - - - - - � � . � PROJECT NUMBBR 20900.00 MATCH ADJACENT WINpOW SIZE I 3�" I 2J�" 3�/8' I , I ( � . ( ISSUS RSVISION DATE 18" GAGE MEfAL STUD WELDED I '� TO T.S. AT 1 '-0" MAX. SPACING 08 BLDG. 3/CONST. 0924.04 2 X 6 ROUGH SAWN T&G r' ' , V—GROOVE CEDAR � `9' STL. BRACKET i � � � � 2 LAYERS 1 4" PLYVYD SCREWED � B�G. 4/CONST. 10.11.04 NOTE: ALL ANGLES yW' TO METAL UD AT 6" MAX SPACING 10 BIDG. S/CONST_ 1025.04 � 122' U.O.N. � �6A/7A/8A/9A/IOA/11 � � L - - - - - - - - - - - - - - - - - - - - - � FINAL CONST 01.03.05 � - - - - - - - -4 - - - - - - - - - - - - � � .y�k � 16 ADDFNDUM 5 05.16.05 � �� � 2"x2°x3/16` TUBE STL N I s, I WELD EACH CORNER TO TS. 4X4 � 2 X 6 ROUGH SAWN T&G CEDAR 30 �o RAIL W/ �'a" CHAFFERED ENDS � � o � I ,y�p� COPPER FIASHING � z - � I � I " iZ ❑ n a o n ❑ � R.� '�`►• � FRAMI G/16" LS. CHIMNEY CAP � I I � � — — — — — — — — — — — — — — — — — — — — — � xr - - - - - - - - - - - - - - - - - - - - - � � 1 �4� � COPPER FLASHING v LARGER SQ. MTL NAIL HEADS O I e " CORNERS TO CONCEAL �fi"� � �� � � LAG SCREW ATTACHMENT T I � � VERTICA� TERMINATION CAP Q SIDING WALL a i r' ' COPPER FLASHING I � I p � _ ac ❑ O O O I — `� ' -- ' o DETAILS � d. DECORATIVE BLACK MTL SQ. NAIL HEADS I y� �'�b I coPPER cnP RESIDENCES P ONE AT EACH PLANK L - - - - - - - - ¢ - - - - - - - - - - - - J BATTERED 2x6 WOOD FRAMING a � 2' ANGLE „ BLOCKING a w 1 /2" PLYWOOD SHEATHING $ NOTE: OMIT JAMB CASING WHERE = 3/4" STUCCO SYSTEM i ��" SHUTTER OCCURS WEATHER—RESISTANT BARRIER A537 o ON 1 /2" PLYWOOD SHEATING � i/�, FIXED SHUTTER 1 MAJOR CHIMNEY CAP m ^' � ��'1� _ � �-��� A-DT-72C.dw9 � ��2� _ � �-�� A-DT-48d.dvy U Y � I Syster� No. C-AJ-2110 Syster� No. C-AJ-2098 SysteM No, C-AJ-1278 SysteM No, C-AJ-1140 0 2004 42I40 ARCHITECTURE. �N�. F RATING - 3-HR, F Rating - 3 Hr F RATING = 3-HR, F Rn#ig - 3 Hr T RATING - 0-I�t. T Rati T RATII� = 0-HR. T Rnting - 0 Hr ���� pF C(1 f p�� ng - 3Hr L Ratkig At Ar�bient - Less Thnn 1 CFM/sq ft � o� 3 L Rating At 4U0 F - 4 CFN/sq ft 2 4 E. RARDAL � 6 �` A Z 4 �` A 3 3 1 JCH�ISOU � 3 � 6 1 �I ^�' A 1 1 �,���, �v �� �c,'�� � \� I r-. �i: �. t��� � !� ��f \ :i' • y :i `��/ . . � l� « } '.a . : ; , ` 1 -,.=:r "� :'�. : .� � . � � � �' � . . . � � - 4 . _ -- , .w -. -' . � ' 4°e ' ° d d ♦ ,. r . � • i " •.. . . _ . ' _ " . A �� s' " •r ' 1 '` � ! , . . . - - •:� - - - �' � ' _ � " . - e �� • - . , ' '. .` ; - -' . ` . . . . . . , _ - - .. � � ' . . _ : • - . . ' . . rJ O A : ' a. .' • Q .. • . . ; ' a ' . . ' . ' _ . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : :.::::::::::::::::•:::•.�:•:._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � < . � . � . 2 � p 2 p - p � '.• ' e .a . . .� . : . . ' rr1 , :. • , ,a •:�:��:'�: `'-' : :�: '`.::C;:��. .�. f.� � . . . . . . . . . . . . . . . . . . �. � . . . . "ae • � . :.� 4 2 SECTI�I A-A . . . ::.�: . . . .. . . . V l� �---- A ���:=:�:�::�:::�::���:�:�::� :::�::. ::.:�:: :�. ..:: �" A SECTI(]N A-A 5 2 1. Floo� o� wall a�aertibly - Minimum 4-1�2 in. thick reinforced lightweight or � O normal weight (100- 150 pcf) concrete. Wall may olso be constructed of a�ry ( w �..� � 1• fbor or NIaM A�r - Min 4-1/2 in. thick reinforced lightweight or SECTI�N A`-A UL Classified Concrete Biocks'. Maximum dameter of opening is 30-7/8 in. SECTIIAV A—A See Concrete Blocks (CAZT) category in the Fire Resistance Directory fa .�. � normal weight (100-150 pcf) concrete. Wall may also be constructed - of any UL Clossif'�ed Concrete Blocks�. Max diam of opening is 8 in. rwmes oi manufucturers. ^ See Concrete Blocks (CAZT) category in the Fire Resistance Directory � n�'� - One metatlic pipe or cor�duit #o be installed either r/� E�I 0 concentrically or eccentrically within ihe firestop system. The annular space 1• (� a �atl Meal�hly — A6n 2-1/2 in. thick reinfaced fighUreight or ramwi weight (100-150 pcf) vJ � � for names of manufacturers. between pipe or conduit and periphery of opening shall be minimum 0 in. to concrete. Wall may o�o be canstructed of any UL Clossrfied Conaete Blceks #. Max area of opening is w � 2. Steel Sleeve (Optional� - Nom 8 in. diam (w smaller) 5chedule 40 maximum 7/8 in. Pipe or conduit to be rgidly supported on both sides of 1024 sq in. with mmc dmension of 32 in. �/ ����777 (or thinnet) steel Qipe cast or grouted into Hoor ar wal! assembiy, flush flow or waA assembly. ihe folbwing types and sizes of inetallic pipes or See Concrete Blocks (CAZT) coteqay in the Fire Resistance Directory for names of monufacturers. �1 � O with floor or wall surfaces. conduits may be used: 211rough Peneh�a�a -- Min clearonce between pipes, conduits a tubing is 0 in. (point contact). Min 3. llunugh Ppieho�da - One nonmetallic pipe to be installed either 1. Fbor or waN l� -- Min 4-t/2 in. thick reinforced C htwei ht or normal wei ht 100-150 cf A Steel Pi Nomirwll 30 in. diameter or smaller Schedule 10 or dearonce 6etween pipes, conduit or tubing and periphery af through opening is 1 in. I�in dearance beiween � V concentricall or eccentricall within the firesto g 9 9 ( P � � y ( , ( Y Y p system. The annular concrete. Wall moy also 6e constructed of any UL Classified Concrete Blocks*. Yax diam of opening is 3 in, heavier) steel pipe. pipes, conduit or tubing and periphery of any single surface of through opening is 0 in. (pant contat). �T� Q �...� space between pipe ond sleeve(ftem 3) shall be min t/4 in. to mox A conduft or tubin to be ri idl su orted on both sides of floor or woll assembl The folbwin t s �� ' 5ee Concrete �ocks (CAZT) category in the Fire Resistance Directory for nomes of manufacturers. B. Copper Pipe - Nominaily 6 in. diameter (or smaller) Regular (or heavier) Pe. 9 9 Y PP X 9 YPe rT� Q� 2, pectricol Noimetolic T -- Nom 2 in. diom (or smoller) corrugated wall ENT constructed of co er i e ond s¢es of inetallic pipes, conduits or tubing may be used: fr�1 ►, 1 -1/4 in. Pipe to be rigidly supported on both sides of floor or wali �9+ pP p'p • _ I �1 assembly. The fdlowing iypes and sizes of nonmetallic pipes may be used: polyvinyl chloride (P1�C). One tube to be centered within the firestop system. A nom annular space of 5/16 C. Copper Tubing - Nominaily 6 in. diameter (w smaller) Type L (or heovier) A Steel Pipe -- Nom 12 in. diom (ar smalMr) Schedule 10 (or heavier) steel pipe. � � B. Conduit - Nom 4 in. diom (or s�rwller) sted electrica� metallic tubing or steel conduit. !"'! A Polyvinyl Chloride (PVC) Pipe Nom. 6 in. diam (or smalier) Schedule in. is required within the firestop system. Tube to be rigidly supported on boih sides of tlow or wall copper tubing. � (n 40 solid-core or cellular core PUC pipe for use in closed (process assembly. D. Conduit - Nomirwliy 6 in. diameter (or smaller) steel conduit. C. Copper Tubing -- Nom 4 in. diam (a srrwller) Type L (or heavier) coppu tubing. r�, or supply) or vented (drain, waste or vent) piping system. See Electrical Nonmetallic Tubing (Fl(HU) cotegory in the Electrical Construction �tateriais Direciory for E. Conduit - Nominally 4 in. diameter (or smaller) steel electrical metallic �• �oPP� RPe -- Nom 4 in. �iom (or smoller) Regular (or heavier) copper pipe. O 8. Chlorinated Palyvinyl Chloride(CPVC) Pipe Nom 6 in. diam (or names of monufacturers. tubing (EMT�. 3. Fotm6 — (Not Shown) -- Used as a fam io preveni knkoge of till material during installafion. Forms w � smalier) SDR17 CPVC pipe for use in closed (process or supply) or � ��9 �� '- � Shown) -- Mineral wooi insubtion firmly packed into opening as a temporary 3, Fy, yrp'd pr (;p�j� yp�jp�t _ � - Minimum 1/2 in. thickness of fill to be a rigid sheet rrwterial, cul to fit ihe contour of the penetroting item and positioned as required to � a vented (drain, waste w vent) piping systems. form. Pocking materiai to be recessed from top surface of fbor or from both surfaces of wall as required material applied within the annulus, flush with top surface of floor or with both uccommodate the required thickness oi fill moteriaL Forms may be removed ufter fill moterial has cured. to accommodate the required thickness of fill muterial. In tloors form may be removed after fill material surfaces of wall. At the omt contact Iceation between i ond concrete, a � �i. Yoid or CWil�t MaE� — Yata — Min 2-1/2 in. thickness of fill materal appked �hin the O C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 in. diom (w P P � mimdus. fili materiol is mized at o raie of 2.5 rts d mix to one rt pater we t in accordance has cured. pa ry pa by �gh � minimum 1/4 inch diameler bead of fill material sholl be applied at the concrete/ with the instollation instruciions su lied with fiill material. smaller) Schedule 40 solid-core or cellular core ABS pipe for use in 4. flll, Vaid or Cm�r YoleliON -- Sedmlt — Min 2 in. thickness of fill material applied within the pipe interfoce on the top surface of floor and on both surfaces of wall. HILTI CONS7RUCilON CHEMICALS, DNPOF closed (process or supply) or vented (drain, waste or vent) piping systems. annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- iype FS635, CP636 or CP637 D. Flome Retardant Polypropylene (FRf'P) Pipe Nan 6 in. diam (or smoller) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - fS-ONE Sealant HILTI INC -- FS-One Sealant �Benring the UL Classification Mark edule PP pipe for use in closed (process or supply) or vented *Beoring the UL Ciassification Alarking (drain, waste or ve�) pipirg systems. +Beoring the UL Lisiing Yark 4. Ylehd Corer Pb� - Min 18 go. steel with mox I.D. 1/4 in. larger than O.D. '8earing the UL Classificotion Mark of pipe. Min. O.D. of cover plate to be 6 in. larger than O.D, of pipe. Instolled owNea�navm,o�a between underside of fioor or boih sides of wali between coibr and floor or wail surfaces. V1�IL RE' $ORT$ 5. Fuestap Device� — Firestop CoNor — F�restop collar shall be �nsta�led 'm occordonce DEVELOPMENT with the accompanying mstallation instructions. Collar to be installed and latched around the pipe and secured to underside of floor w both sides of wall floor using 1V1 U T I P LE P E N E T RAT I � N S I N co�� t� a��ho� hoak5 provided with the colior. {Minimum 2 anchor h� fa , _,,Z P LAS TI C E N T ) P IP E IN ME TAL P IP E THRU AVON, �o�� and 2 in. diam pipes, 3 anchor hooks for 3 ond 4 in. diam pipes, ond 6 onchor ���oF� h o o k s for 6 in. �am pipes). The anc hor ►��S o,e io be secured with 1/4 ;�. 6 CONCRET : 3 — HR RATING 4 CONCRETE : 3 — HR RATING 2 CONCRETE : 3 — HR RATING diam by min 1 -1/2 in. lonq steel exponsion bolts, or equivoient, in conjunc6on with �_" � , , 1 steel nuts and min 3/4 in. diom steel washers with one anchor bolt in eoch SCALE: N.T.S. CA.I-2pga SCALE: N.T.S. Gw-t278 SCALE: N.T.S. ■ � �,I anchor hook HILII CONSTRUCTION CHEMICALS, DIV OF ' HILTI INC - CP 643 50/1 .5', CP 643 63/2°. CP 643 90/3". CP 643 11p/4° �� or CP 642 160/6" firestop Collar a�w■, cwaaao C-AJ-5090 - Syster� No, WW-D-1011 Syster� No, C-AJ-6006 �� . ar Carily — Seolant — Min t/2 in. thickness of fi�i material ys eM No, F RATING = 3-F�L a� applied within the annulus, flush with bottom surface of floor or both surfaces of F RATING = 3—HIL AsSe�ly Rating — 3 FN^ T RATING = 0 HR� Dffi�cx,�am�scr woll assembly. Additionally, nom t/4 in. beuds of fill muterioi applied between T RATING = 0-I�2. '` Na�nO,� ,bMt Width - 3-1/Z' HART � HOWERTON conc HILTI CONSTRUC1P10N CHEMICAISe DN pF plate and firestop device. L RptIP19 At AMblel1t - 4 (�M/$q Ft Ctass II Mlovenent Cnpab�ities - 14X Coropressbn or Extenslon „�,�,I,�,Y� HILTI INC - CP601S, CP606 or FS-One Sealont L Rating At 400 F - Less Than 1 (�M/Sq Ft •Bearing the UL Classification Morking p 1 ���.� ����.�.� AVON, COIABADO �� 1— A —�r �, -^^�.M$* aracnac.v.micnvsan ---- B a�c��c - ' ' : : • - .1 ' .;. AVON.00IARADO - '�. iy•' `�� . � .�. � '.t - �°=.'.:� . 1 A(.PIN6ffi�iGQi6�IG.1NC - - . ' i ' ' a • i--� r �--� � . • � . ' VAII'CQLO8AD0 d• ' • � . '. 3 A 4 e. . � � 1 11 1 . : Ge ' ' , :: _ -` _ (�f�T ♦ ♦ � � � . " , • l 1 l 1 °� � � - ...., �.. `.`- - • . - °:, :�;.. PROJSCT NUMBER: w�oo.00 - - JG41 � 17—q d. . o • .. ° . .� . e' , , � ' � r-+ r r s,: , . " e : � . i r • . . ISSUS REVISION DATB t, Fbor or Wai ABSembly - Min 4-1/2 in. thick reinforced I'ghtweight w � 4 rarmal weight (100-150 pcf) concrete. Wal) may otso be constructed of 04 CONSTDOC any UL Clnssified Concrete Blocks'. Max diam of opening is 8 in. 2B See Concrete Bbcks (CAZT) category in the Fire Resistance Directory � FOR PERMTf 07.23.04 - for names f manu acturers. 2, Yet�C Skave �OpCronal - Nom 8 in. diam (or smaller) Schedule 10 A SECTI�I A-A OS/06 CONST DOC �.13.04 (or heovier) steel pipe. 07 sII)G. 2/CANST. 09.oz04 3. Through Pene6mla - One metallic pipe or tubing to be centered within t. Floor a NaA �lin 2-1 2 in. thick reinforced I" htwei ht or the lirestop system. Pipe or tubing to be rgidly supported on both sides �• � � - ��n 4-3/4 in. thick reinforced lightweight or nortnal ��Y - � g 9 - of floor or wall assembly. The foliowing types und sizes of inetoliic i es weight (100-150 pcf) slructural concrete. Wall moy olso be constructed of normol weight (100-750 pd) concrete. Wall moy also be constructed of OB BLDG. 3/CONST. 09.24.04 or tubing may be used: P P any UL Class'rfied Concrete Blocks'. any UL Goss'rfied Caicrete Blocks#. Mux area of opening is 560 sq in. See Concrete Blaks (C11ZT) cotegory in the Fre Resistance Directory with o max dimension of 28 in. 09 BIDG. 4/CONSl'. 10.11.04 A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 5 (or heavier) See Concrete Blocks (CAZT) category in the Rre Resistance Directory steel i e. fo� names of tnanufactufers. 10 BIDG. S/CONST. 10.25.04 P P for names of manufacturers. B. Copper Pipe - Nom 4 � in. diam (or smaller) Regular (or heavier) copper 2. � 9�11 - �lox width of joint (at time of installation of joint 2, Bugway} - Nom 23 in. wide (or smaller) by 4.5 in. deep (or smaller) •I" pipe. system) is 3-1/2 in. The joint system is designed to accommodate a shaped aluminum enclosure containing factory mounted aluminum bors � ��• ��' 01.03.05 C. Copper Tubing - Nom 4 in. diam (01- smaller) Type L (w heavier) max 14 percent in compression or extension from its instolled width. rated for 600 V, 4000 A or copper bars rated for 600 V, 5000A. The busway copper tubing ihe joint system shall consist of the following: shall bear the UL Listing �lark and shall be installed in occordonce with fu1/7A/SA/9A/IOA/11 4. Tube klmdoUon-P�+ - Nom 3/4 in., thick ocrylonitrile butadiene/ A. Packing Material - �iin 4 pcf mineral wool batt insulation installed in all provisions of Article 364 of the National Electrical Code, NFPA No. 70. I�INALCONST 01.03.05 polyvinyl chlaide (AB/PVC) flexible foam fumished in the form of joint opening as a permanent form. Pieces of batt cut to min width of The annular space between the busway and the periphery of the opening #ubing. Mnular space sholl be min i/2 in. to max of i- 1/2 in. 2- 1 /4 in. and instalied edge-first into joint opening, parallel wiih shall be a min of i in. 16 ADDSNDUM 5 05.16.05 See Plasfics+ (QMFZ2) Category in the Recognized Component Direciory joint direction, such that batt sections are compressed min 22 percent 3. Fonlle - (Not Shown) - Used as a form to prevent leakage of fill material for nomes of manufacturers. My Recognized Component tube insulot'wn �n thickness and thot the compressed batt seclions are recessed from during installotion. forms to be a rigid sheet material, cut to fit the moterial meeting the above specificotions nnd having u UL 94 Flammability both surfaces of the wall. A 1 in. ihickness of packing material is contour of the penetroting item and positioned as required to Classification of 94-5VA may be used, placed vertically ovec the ir�stalled inner loyers and recessed from the accommodate the required thickness of fitl moterial. �orms may be 5, fires1op 9yaAan - Tfie firestop system shalt consist oF the following: ` top surface as required to accommodate the required thickness of fil! removed after fiN material has cured. , s A. Packing Material - �lin 4 in. thickness of min 4 pcf mineral wool batt material- Adjoining IengMs of bott to be t�ynty-n�tr�d with butted 4. Fil, Void or Ca�r il�etid' - TroMelabb Fire�ap Compoia�d - Min a insulation firtniy packed into opening as a permanent form. Packing seoms spaced min 24 in. apart along ihe length of the joint. 2-t/2 in. thickness oi fill material appl'�ed within the annulus. FII b - materiol to be recessed from top surfoce of floor or from both surfaces B. FII, Void or Cavity Material* - 5ealont - Min 1/4 in. ihickness of fill moterial is mixed at a rate of 2.5 ports dry mix to one part water by � oi wall as required to accommodate the required thickness of fill material applied within the joint, fiush with both surfoces of wall. weight in accordonce with the instoliotion instruci'rons suppGed with fill M material. ; HILTI CONSTRUCTION CHEMICALS, DIV OF inaterial. � � S. Fiil, Void or Cavity Moteriol' - Sealant - Min t/4 in. thickness of fi�l HILTI, Inc. - CP601s Elastomeric Flrestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV Of °° material applied within the annulus, flush with top surfoce of floor or *Bearing the UL ClassificaCwn Marking HILTI, INC. - FS635 OR CP636 g � xith both surfuces of wall. *Bearing the UL Classification Marking FI R ESTO P P I N G � HILTI, Inc. - FS-ONE Sealont � _ : =Bearing the UL Classificafwn Marking t earing the UL Listing Mark DETAI LS a " ' TUNNEL & RESIDENCES v� < : ; PLASTIC PIPE IN INSULATED MTL . PIPE THRU WALL TO WALL J � INT IN ELECTRICAL BUSWAY IN � CONCRETE : 3 — HR RATING C � NCRETE : 3 — HR RATING CONCRETE : 3 — HR RATING "� CONCRETE : 3 - HR RATING A551 � � SCALE: N.T.S. � SCALE: N.T.S. ca�-soso � SCALE: N.T.S. wwo-t � ot 1 SCALE: N.T.$, aw-soos o cnr-2� �o 0 _ „ U 9 SysteM No, C-AJ-$041 �.-:_ :_---_----- y SysteM No. S steM No, C-AJ-3095 �c 2004 42�d0 ARCHITECTURE, INC-� S S�eMI N0� W-L-31b1 F Ra� _ �2� y F RATING = 3-HR. F RATING = 3-FR, F RATINGS - 1 AMD 2 HR (SEE ITEMS 1 l�ID 4) T RATING = 0, 1/2 !� 3/4 HR. (See Iten 3) � p f C�L p� T RATING = 0 arid 1 HR, T RATING - 0 H R T R a t i n g - 0 Hr �@� �o L Rn t h g A t A r�n t - 1 0 C F M/s q f t � O L R a t i n g A t 4� F - L e s s T h u n 6 C F M/s q f t E. RAn!�A� A � 2 JOHi�SO�J � A n �" ^� � A 4B r—�- 5 �----�°J l��'f, ,��,c� 5 _ 3 r '� r A 1 3 � 5 1 �s ARC�� __----_ - = i - 2 --- � _ = 2 , t� �,- . . . - . ; . --=' 4B "_ . . '� . . � � �•. : . ..: ,:. . � .,, � ... • �� ' _'y " � '° r/'� ......... \/ J 3 . � A 1 3 4 2 w � �__._ A z H ,-____ , 4 = - 3 4 SECTIIHd A—A w � '- = � A IIH "=-=-= SECTI�1 A—A 2 ^ � F� � A 3 1, �N Asex�r - The t or 2 Hr �re rated gypsum wailboard/stud woli r~/\ A O VJ SECTIDN A-A assembly shail be construcied of the materials and in the manner described E � in the individual U400 Series Wall or PartiGon Design in the UL Fire � , � a � /�� �� y_��2 in. thick reinforced Gghtweight or � V� Resistance Directory and shall include the foilowing construction features: $E�j� (�-A normol weight (100- 150 pcf) concrete floor or min 3 in. thick reinfwced n.� � O 1. Floor � �faA Aasem6ly - �lin 4- 1/2 in. thick reinforced lightweight or A. Studs 'C-T" shaped studs t � in. wide by 2 Y in. lightweight or normal weight concrete wall. Wall may also be constructed normal weight (100- 150 pcf) concrete floor or min 5 in. thick reinforced deep, fabricated from 25 MSG galv steel, spaced mox 24 of any UL Class'rfied Concrete Blacks'. Max diom of opening is 6 in. � � V lightweight or normal weight (100- 150 pcf) concrete wall. Wall moy aiso in. OC. See Concrete Blocks (CAZT) category in the fire Resistunce Directory rT, Q r„�+ be constructed ot any UL Classified Concrete Blceksx. �4ax orea of B. Waliboard G�psum' - One layer of nom 1 in. thick, 24 for names of manufacturers. F� � •� opening is 192 sq in. with mox dimension of 24 in. 5 See Concrete Blocks (CAZT) category in the Fre Resistonce Directory in. wide gypsum liner and / in. thick, 4 ft. wide gypsum for names of manufacturers. wallboard rrith square or tapered edges, The !' in. thick 2. Steel Sleeve (Optional) -- Nom 6 in. diam (or smoller) Schedule 10 �j,� � � 2 Thfongh Pbntffante - A mnx of 4 pipes, conduits or tubing to be gypsum wallboord type, number of loyers, fostener type and �, �I �bhr The fire - rated gypsum wollboard/stud wall assembly shal! be (or heovier} stee! pipe cost or grouted into floor or wall assembly, flush � installed within the opening. The space between pipes, conduits or sheet orientation shull be as spec�ed in ihe individual Wali consiructed oi the materials and in the manner specif'�ed i� the individual U300 with fioor or wall surfaces. tubing shall be t -1/2 in. The space between pipes, conduits or tubing and Partition Design. Max diam of opening is 4 in. or U400 Series Wall and Portition Designs in the fire Resistonce Directory and 3. CaWos Aggregote cross-sectional area of cables in opening to be min 25 r 1 � and periphery of opening shall be min i -5/8 in. to max 2-i/2 in. Pipe, The hourly F Rating of the firestop system is equo� to the hourly fire rating of shall include the following construction features: percent to mvx 45 percent of the aggregate cross-secGonol area of ihe `� the wall assembly in which it is installed. A. Studs Wall framin sholl consist of either wood studs or chonnel sha opening. Cables to be ryidly supported on both sides oi floor or woll assembly. conduit or tubing to be rigidly supported on both sides of floor or woll 9 � w 0 assembly. The fallowing types and sizes of inetullic � conduits or � � � - �ax 4 in. diam cylindricol sleeve fabricated fran min steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. My combination of the following types and sizes of inetollic conductor or fiber tubin9 m� ay� be used: P �' 0.016 in. thick (28 gauge) galv sheet steel and having a min 1 in. lap along OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG optic cable may be used: 1�/ F,,,� A S� P'q e - Nom 3 in. diam (or smoller} $��dule 10 (or heovier) the longitudinal seam. Length of steel sleeve to be ual lo thickness of Ivanized steel, A. Max 500 kcmil single copper connector power cable with thermopiasGc � eq go spoced mox 24 in. OC. O steel pipe. wall. Sleeve installed by coiling the sheet steel to a diam smaller than the g. �psum Board• 5/8 in. 4 ft wide with square or topered edges. The insulation and polyvinyl chloride (PVC) jacket. When single copper B. T - Nom 3 in. diam or smaller T L or heavier through opening, inserting the coil through the opening and releasing the coil um wallboard t e number of la ers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. �'�� � � ) YPe � ) 9YPS YP . Y r F� copper tubing io let ii uncoil against the circular cutouts in the gypsum waliboard loyers. specified in the individual U300 or U400 Series Designs in the UL Fire B. Max 350 kcmil sing�e conductor power cables with either aluminum or v C. Nom 3 in. dium or smoiler Re ular or heavier co Sleeve moy also be fiormed of No. 8 steel wire mesh hoving a min 1 in. Iap Resistance Directo �1ax diam of o nin is 4 in. copper conductors ond cross-linked polyethylene (XPLE) insuloiion. When �� � � � g � � P�� olong the longitudinaf seam. ry� � 9 sin le aluminum conductor ower cable is used, T Rotin is 0 hr. p�Pe- 2. �IetdGe Slee�le - Optiawl The nominai 4 in. diom steel electrical metallic 9 P 9 � 3, Oubla - Aggreqote cross-sectional orea of cable in opening 10 be max When sin le co er conductor ower cable is used, T Ratin is 1 2 hr. D. Cal� - Nom 3 in. diam (or smoller) electrical metollic tubing or 33 percent of the cross-secGouol areo of the opening. The annular space tubing (EMT) or Schedule 5 steel pipe friction tit into woll assembly and installed C. Max 300 air No. 24 AWG co P er conductor telecommunication �bles with steel conduit. fiush with wall surfaces. P PP � � _ �� � between the rmble bundle ond the periphery of the opening to be min Y in. 3, � pggregate cross - sectionai area of cables in cable troy to be max 25 ' polyvinyl chloride (PVC) insulation and jacket material. When telecommunication 3. tiorwl - �lox t in. thick hollow cylindricol heary io max � in. Cables to be rigidly supported on both sides ot the wall percent of the cross - sectional area of the opening. The onnular space cable is used, T Rating is 0 hr. owNmerosvm.oe�e densiiy (min 3.5 pci) glass fiber units jacketed on the outside with on all ossembly. My combination of the falbwing types and sizes of copper con- �}�n the cable bund�e and the periphery of the opening to be min 1 /8 in. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) service jocket. Longitudinal joints seoled with metal fasteners or factory- ductor cables may be used: {o max 3/4 in. Cobles to be rgidty supported or+ both sides of the wall assemWy. insulation and jacket material. When mu16-connector power cable is used, V�I, �+ S�R� apptied seif-sea6ng tap tape. Tronsverse joints secured with metal A. Max 7/c No. 12 AWG with polyvinyl chioride (PVC) insulation and jacket. My combinotion of the following types and sizes of cables moy be used: T Rafing �s o n�. DEVELOPMENT fasteners w wflh buti strip tape supplied with the product A nom B. Mox 25 poir No. 24 AWG telephone cable with PVC insulotion ond jacket. E. Mox 7 C co er conductor No. 12 AWG mulGconductor ower and control A 6 pair - No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulataa � PP P annular space of 1 -t/2 in. is required within the firestop system. The T C. Type RG 59/U cooxial cable with polyethylene (PE) insulation and jacket. and pVC jocket. cables with PVC or cross-linked polyethylene (XLPE) insulo6on ond PVC CQ��Y Rating is i hr when 1 in. thick pipe covering is used. The T Rating is D. MuHiple fiber opticai communication cable jacketed with PVC and having g, y4 fiber optic cable with polyvinyl chlorxle (P'VC) outer and subunit jacket. jacket When multiconductor power and control cable is used, T Roting is AVON, COIARADO 0 hr. when pipe covering is less thon t in. or is omitted. a max 00 of � in. 3 4 hr. See Pipe ond Equipment Covering - Materials (BRGU) category in E. �1ax 3/c No. 12 AWG copper conductor steel clad cable. C; Type RGU/59 caaxial cable with polyethylene (PE) insulation and polyvinyl � �,�� the Building Materials Directory for names of manufacturers. Any pipe , (PVC) jacket. F. MuHiple fiber opfical communication cobles jacketed with PVC and having a max 4. FheStop �em - The firestop system shall consist of the following: outside diam oT 1 2 in. When fiber o t�c cable is used, T Rati us 3 4 hr. , covering material meeting the above specifications and bearing the A. Packing Moterial-Min 2 Y in. or 2-�' in. thickness of min 4 cf mineral D� The 2/C No. 70 AWG cable with ground with polyvinyl (WC) insulation and � P "9 � , , UL Clossification Marking with a Flame Spread Index of 25 ar less and 8 4 P : ucket. G. IAax 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvirryl wool baii insulaGon firml cked into o nin on one side of the wall os 1 a Smoke Developed Index of 50 or less may be used. y P° � 9 ' chloride PVC insuloted steei, �tetal-clad cable+. Wh� MC cable is used, permanent form for 1 and 2 Hr walis, respecGvely. Packing material to be [: 3/C No. 12 AWG cable with potyvirryl chloride (PVC) insulation in a nominal � ) � J � - Min 4 in. thickness of min 4.0 pcf mineral wool batt recessed from the room side of wail as required to accommodate the / T rating is 0. �� � insulation firmly pocked into opening as a permonent form. Puclang 1 2 in. flexible metal conduit. required thickness of fill materwl. 4, � ypd a AFC CABLE SYSTEk4S INC material to be recessed from top surface o( floor or irom boih surfaces � �N PuiEy - Min 5/8 in. thickness of fill moteriol applied 4. Poekin �lataiol Min 2 in. thickness of min 4.0 cf minerol wooi bati insulation °e�`' �0�0 B. FlII, Void or Cavdy Material-Sealant' - Min 1 in. thickness of fiil materiol within annulus flush with boih surfaces of wall. Fill material to be forced into 9 P of wall as �equired to accommodate the required thickness of fill firml ocked into o enin as a ermanent form. Packi material to be recessed material. applied within sleeve, flush with surfoce oi wall. interstices of cable bundle to 1he max extent possible on both su�foces of wull. y P P 9 p � �xpl-+� 1/2 in. from top surface of floor or from both surfoces of wall os required to � Hilti Construction Chemicals, div. of HILTI, INC. Additional fill rrroterial to be installed such that a min 1/4 in. crown is formed �cNea�r�cr accommodate the fill materiol. 5. Fltl, ar UaterlaN - Seplpld - Min 1/2 in. thickness of fill FS-ONE Sealani around the cable bundle and lapped over the steel sleeve. � �� � � � M��* __ � pqin 1 /2 in. thickhess of fill materml HART � HOWERTON material applied within the annulus, flush with top surface of fbor or with both surfoces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF ,,,,�,��� HILTI CONSTRUCTION CHE�i1CALS, DIV OF *Bearing the UL Clossification Marking HILTI INC - CP618 Firestop Putty Sfick aPp6ed within the annulus, flush with top surface of flaor or with both surfoces of wall. 'Bearin the UL Ciassification Markin HI171 tN�CN�� FSOOneHSeaIL,aNnt, DN OF HILTI, INC. - FS-ONE Sealant 9 9 'Bearing the UL Classification Marking * ��'����� Bearing the UL Classification �lork uorr�o$�r�cvsu.�c�mm�.aac AVON,COL(MADo ' N@CIiAHICAI.BIBCTBIGLffiHGII'�H . . M-BBNGINB683,IIdC - AVON, CAfA6AD0 . LIVII.ffiQGR�ffiR ' - Ai.PiNH@IGIIdBffiQdG.II� . . VAII.fAlAeADO PROJBCT NUMBBR: 20900.00 ISSUE RSVISION DATS 04 CONSf DOC , FOR PBRMPf 07.23.04 OS/06 OOi�'DOC 08.13.04 . 07 BI.DC. 2/CONST. 09.02.04 08 BIDC. 3/CONST. 09.24.04 09 BIDC,. 4/CONST. 10.11.04 . 10 BLDG. S/CONST. 10.25.04 SB FINAL CONST 01.03.05 6A/7A/8A/9A/IOA/11 FINAL CONST 01.03.05 - 16 ADDENDUM 5 05.IG.05 " m :� � 0 � � a _ . �, - : < � � FIRESTOPPING ; D ETAi LS �. TUNNEL & RESIDENCES 3 � N N Q / � MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN � IN C � NCRETE : 3 - HR RATING SHAFT WALL : 2 -- HR RATING GYPSUM WALL : 2 - HR RATING CONCRETE : 3 - HR RATING A552 4 SCALE: N.T.S. � SCALE: N.T.S. WL-3181 � SCALE: N.T.S. w�-attt � SCALE: N.T.S. c�w-so�5 � crw-eo4, d � �, Syster� No. FF-D-1011 SysteM No, FW-D-1011 Syster� No. W-L-8019 Y Asserobly Rnt�g - 3-Hr S steM No. W-L-8019 Q 2004 42�40 ARCHITECTURE, INC. Asser�bly Rnting - 3 Hr F Rnting - i and 2 F� (See Itens 1, 3 and 4) F Rating - 1 and 2 Hr (See Iter�s 1, 3 nnd 4) Na�dtml ,Jdnt Vidth - 3-i/2' Noranal Jolnt Width - 3-1/Z' T Rating - 0. V2. 1: 1-1/2 und 2 Nr (See Iten 2) T Rating - 0, 1/2, 1, 1-1/2 and 2 Hr (See Iteri ?� ��.�� flF G�[��� r--D �, a_, Class II Mover�ent Capabili�les - 14% Coropressia� or Extension Ctnss II MoveMent Capabllittes - 14� Cor�presslon or Extension � E. Ra � ��� � F COnf' WoHon D �F C Jd�i�vc;�;PJ 1 2. Thraugh Penetrard One metailic pipe, conduii or tube to be installed either conceniricblly or eccentrically within the B � a ��. � ,; ,, �� firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be r��A ^ , r---E O F �c�;W� �� �B - ' � :� ' ' min. 0 in. (point contact}. The annu�or space between odjacent penetrants shall be min 3-1/2 in. The following types l�l' ���.�i �• .:�. � •• , � '• and sizes of inetollic pipes. conduits or tubes may be used: � . D ���sf ,C:�'� � 2 - !� . ' '. �e I Steel Pipe Nom 4 in. dwm (or smaller) Schedul 10 (or heavier} steei pipe. B � „ , . . . d ::: :'� ". ':_ v: ::: - ' .•p . . :� ' • ' • ' . � . . a . l l.•. l .1.. �. ' ° '' ' ' " • ' '• ' • li il itl . • � ' . ' Iron Pipe Nom 4 in. diam (or smaller) cost or ductile iron pipe. A d � : a • a •. ' �'= .' ,,. ° � • ' llt ti lit . " : '•' ' Conduit Nom 4 in. diam (or smaller� rigid steel conduit. � . . d ' 1 o• . , , . : - •�� '� .. '. . . : , lll ll lil � . . . -_ - a - � : aa l l t 1 l l 1 l . � . „ .�; � . , . � ilt tl ttt � " �' ' . �. .: Conduit Nom 4 in. diam (or smaller) steel eiectrical metollic condu�. � l i l l l i l l 1 � : �a�. � • ' " • • . ► tt ttt . � , Copper Tubing Nom 4 in. diam (or smaller) Type L (or hernie�) copper tubing. � "d a . ' ' • . 4, � . �� 11� � . . •' . � . . o � . . • a . : ' ; � �. Copper Pipe Nom 4 in. diam (or smaller) Regular (or hewier) copper pipe. (�] . ' l 1 1 l l l l l � � ' � � ° � '. � 3, F�, yujd or Cuv�ly tloteriaiN - Foam FlII moterial applied wrthin annulus flush with both surfoces of the wall. �lin fill �i ^ � � lllllllil . � � V � _ q d . • • . . 3 : '. t material thickess for 1 hr F Rating is 4-3/4 in. Min fill material thickness far 2 hr F Rating is 6 in. a Q _ �: ..�� � z H - a F ' E �-----E A O 2 Sted �ipe Nom 8 in. diam (or smaller) Schedule 40 (or hewier) steel pipe. w a 1. W�dl l�sdnWy Mi� 4- 1/2 in. thick reinforced lightweight or normal wei ht 100- 150 structural concrete. Woll 3' � ��� ��0�� �om 1 -i/2 in. ihick hollow cylindrical heary density (min 3.5 pcf) glass fiber units jacketed � � may olso be construcied of any UL Ciassified Cancrete Blockst. 9 � �� on the outside with an all-service jocket. Longitudinal joints sealed with metal fosteners or foctory-applied, 3 � self-sealing lap tape. Transverse joints secured with metal fasteners of with butt tope supplied with product. The min . 3 4 _ ,, 2 ti �_ , Z � � 1 � ;•; -., •,.,}.•� •.,�t.. r ^ ^ 0 See Concrete Biceks (CAZT) cotegory in the Fire Resistance Directo for rames of manufocturers. space between adjacent penetronis shall be 2 in. e�;=G=• a4 X;�,;� `�:� V.J �� 'Y See Pipa and Equipment Coverhig - Malaiab (BRGU) Cotegory in the Buiiding Moteriols Directory for names oi : . � � 1. Floor A�a� Yin 4-1 /2 in. thick reinforced lightweight or normal wei ht 100- 150 manufacturers. Any pipe cover'mg meeting the above speci(ications and bearing the U! Classification Alarking with a �� w � � 9 ( P�) �NCtural concrete. 2. Floor Aaurnbly A�in 4-1 /2 in. thick reinfarced I'�ghtweight or normal weight (100- 150 pcQ structural concrete. Flame Spread Index of 25 or less ond a Smoke Developed Index of 50 or less may be used. - 1 :; -::;. '=<;`= _.,^ [� O 4. F�I, Void or Y� - Foam RII material a lied within annulus flush with both surfaces of the woll. Min fill `_'w �`=�`' ��`'�' � ��� ""{ Z Jdnt 9�hdn Mox width of joint (at time of installation of joint system) is 3-1/2 in. The jant system is designed 3. Jok�t S�rsEem Max separation between edge of floor ond face of woll at time of instailation of 'oint tem is �� Pp � q "'�"- �Y� T+' �� � � � � � � � material thickness for 1 hr F Roting is 4-3/4 in. �lin fill materiol thickness for 2 hr F Ra6ng is 6 in. Z 3 - = 4B '=-� -� 3B �:� °a� 3 � ` V to accommodate o max 14 percent in compression or extenson from its installed width. The joint system shall consist 3-1 /2 in. 7he joini system is designed to occommodate a max 14 percent in compression or extension from its '` � � - � of the following: instolled width. The joint system shail consist of the following: (Fr�op� Ca�ai F1 fIREST�P L'�I(�2ATIDN A F1RESi� C�IGURATI�I B Fll2EST�' C�fIC�1RATID�I C FIREST� CdiFI(dIRATIIN�I D .� A. Forming Idaterial Min 4 pcf mineral wool boti insulation installed in joini opening as a permanent form. Pieces A formin alaterial Min 4 f mineral wool batt insulatian installed in 'oint o enin as a ermanent form. Pieces 2 Fiexible Cotdu't Nom 1 in. dom (or smaller) Flexible steel conduit. The min space between adjacent penetronts shall w � of bott cut to min width of 4-1/4 in. and instolled edge-first into joint opening, porallel with joint direction, of batt cut io min widih of 4-1/4 in. and instolled edge-first into joi t opening,9paralle! with joint drection, be 3-1/2 in. 2 4 •�: ,; , -, -:: � such that batt sections are compressed min 42 percent in thickness ond that the compressed batt sections are such that baK sections are compressed min 42 percent in thickness and that the compressed batt secfar�s are � �. � a �Y � - Foam FII materiol applied within annulus flush with both surfaces of the wall. Min fill . ;.s: 3 � ;,;:e, 3 � �j recessed from top surface of the floor os required to accommodote the required thickness of fill materiai, recessed from top surface of the floor as required to occommodate the re uired thickness of till materwi. material thickness for 1 hr f Rating is 4-3/4 in. i�in fill material thickness for 2 hr F Roting is 6 in. — "' =•: �A��°'.".� V� ���_= V z � ;;�x,. Adjoining lengths oi boti to be tigMly-butted with butted seams spaced min 24 in. apart along the length of Adjoining lengths of bott to be tightly-butted with butted seoms spaced min 24 in. apart obng the length of the � rT, O joint. joint. �r�oP Ca�fkJumtbn G :�;�• rr.� fIBREX INSULATIONS INC -- FBX Safing Insulotion 2 �ed Duct Nom 6 'in. diam (or smaller} No. 2B gauge (or heavier) galve steel duct. The min space between adjacent _ ;:�r.;� � � a FIBREX INSULATIONS INC -- FBX $afing Insulation ` 2 _;. ;i'^ penetrants shall be 1 -1/2 in. 2 1 O 3. fAl, Void or Cavity YahaiaM - Foam FI� material applied within annulus flush with both surfoces of the wall. �1in fil 3 � 1 B. Fill, Void or Cavity �loterial* -- Sealant Yin 1/4 in. thickness of fill materiol applied within the joini, flush B. RII, Void or Cavity Yoterial` -- Sealant Min 1/4 in. thickness of fill moierial applied within the joint, fiush material thickness for t hr F Rotir+g is 4-3/4 in. Min fill materio! thickness for 2 hr F Roting is 6 in. with iop surfoce of fbor. with top surface of flooc HILTI CANSIRUCTION CHEMICAIS, DIV OF HILTI CONSTRUCTION CHEMICALS, DIV OF 'Bearing the UL Classificaiion Mork �$j� (�j(�J�jj� E FIREST�' CONFI(�ATIDN F �STD' CO�FIQIRATIDN G � HILTI INC — CP601s Elostomeric Firestop Sealant HILTI INC -- CP601s Elostomeric Firestop Sealont 'Beoring the UL Classification Mark * 1. WaA ABBMllbly The 1 or 2 hr fire-rated gypsum board/stud wall ossembly sholl be constructed of the materials and Bearing the UL Clcssification Mark S�/St21r1 N0. C-AJ-4017 in the manner described in the indmduol U400 5eries Wall or Partition Design in the UL Rre Resistance Directory F RATING = 3-FR� a�d shall include the fdlowing construction features: owr�awuav�az,orex A. Studs Steel studs 3- i/2 in. deep, fabricated from 25 AfSG galv steel, spaced max 24 in. OC. ' T RATING = 0-FN2. B. Gypsum Boord* The gypsum board type, number of layers, fastener type and sheet orientation shall be as VL�I, �SQR� specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of DEVELOPMENT 30 in. The hourly F Rating of the firestop system is equol to the hourly fire rating of the wail asembly in which ii �s insiolled. CO���r 2 Thmlgh Pa�ehmds A max of seven firestop configurations may be instolled within the opening. The space between AVON, COIARADO firestop configurations. Unless otherwise indicated, the space between firestop configurations ond periphery of ,,���„� A opening stwll be min 3/8 in. Pipe, conduit, tubing or cables to be riqidly supported on both sides of floor or wull ossembly. The T Rating of the sytem is dependent on the firestop confgurations, as shown in the �� , �'1 2 table below. Any combination of the following firestop configurations detailed herein may be used: . I 5 3 Fi�top ConTgirahon t �Hr�F g� 2�Fk��11r o�.. cowaao � A 0 1/2 - .ar. „ a :,�•. .- B 1 1 -]/2 nr,ticaser�ww� ° <•, : � C 1/2 1 DacicNnac�cr i D 0 0 HART � HOWERTON F 0 0 Na°°r°xx'r'�°'�` G 0 0 - SECTIDN A-A ��.�� F uration A "°'�°&°�e°�"•a�Gn�.II''� 2 3 A AWN.COIAAADO 2 Cabb9 Mox 4 in. diam tightly bundled cable. The min space between odjocent penetronts stwll be 4 in. Cable bundle may be airy combinatio of the following types and sizes of cables: '�°f°�&'�p�'��" G. Max 25 pair Na. 24 AWG copper tele�horre coble wiYh polyviny! chloride (PVC} insulation und jocket moterials. °°O''�CO7D1ADO H. hMx 7/C No. 12 AWG cable with PVC insulation and jackei materials. civn.sNCnv� I. Multiple fiber optical communication cables with PVC jacket moterial and having a mox outside diameter of 3/8 "''p����'" in. i. Fbor or Wap A�mbly - Min 2-1/2 in. thick reinforced lightweight or J. Mox 3/C No. 12 AWG steel clad cables with PVC insulotion ar�d jacket materials. normol weight (100- 150 pcf) concrete. Wall may oiso be constructed of K. Max 3/C No. 8 AWG cablew with ground with PYC insulation and jacket materials. PROJBCTNi1MBBR: 20900.00 any UL Classified Concrete Blocks '. Max area of opening is 1024 sq in. L. Max RG 59 coaxial cables with PVC insulufwn and jocket materiols. with max dimension of 32 in. � �� � a � �� - Foam Fill material applied within annulus flush with both surfaces of the woli. Min y�ug gLVISION DATB See Concrete Blocks (CAZT) category in the Rre Resistonce Directory for fil! material thickness for i hr f Rating is 4-3�4 in. Min fill materiai thickness for 2 hr F Rat+ng is 6 in. names of manufactu2rs. . , 04 CONST DOC 2. Cable Tmp � - ihe following types of cable trays may be used: F on B A Max 24 in. wide by max 4 in. deep open ladder coble troy with 2. Copper Tuber or Pipe Nom 1 in. diam (or smaller) Type L copper tube or nom t in diam (or smaller) Regulary (or FORPERMPf �7-23•04 channel-shaped side rails formed of min 0.050 in. thick steel with heavier) copper pipe. �1in space between adjacent penetrants shall be 3 in. 05/06 CONSTDOC 08,13.04 A-shaped rungs spoced 9 in. OC. 3. Tube hmulabion - PlostiCa+ Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PYC) tlexible foam B. Mox 24 in. w�de by mox 4-3/i6 in. deep open ladder cable tray furnished in the form of tubing. The min space between adjacent penetronts shall be i -1/2 in. 07 BIDG, 2/CONST. 09.02.04 formed of min 0.097 in. aluminum with 7/8 in. wide by 1 in. deep See PI�+ {QMFZ2) cotegory in the Pias6cs Recognized Component Directory for names of manufacturers. Any rungs spaced 9 in. OC. Recognized Component tube insulation moterial meeting the above specifications and having a UL 94 Flammabitity 08 BId)G. 3/CANST. 09.24.04 A max of three cable trays to be insialled in the opening. Of the three Clossi(icotionof 94-5VA may be used. 09 BLDG. 4/CONSE 10.11.04 cable tray only one rrwy be aluminum. The annular space between the 4. FifEetop �rl The Tirestop system shall consist of the following: cable trays shail be a min 5-t/4 in. The annular space between the p. FII, Void or Covity Idaterial• - Wrap 5trip Two min 1 in. wide wrap strips applied in a single wrap, flush with 10 BLDG. S/CONSI'. 1025.04 • cable tray and the periphery of the opening shall be min 1 in. Cable both surfaces of wall. tray to be rigidly supported on both sides of floor or wall ussembly. SB F1NAI, CONST 01.03.05 �. Cables - Aggregote cross-sectional area of cables in cable tray sholl B. Fill, Void or Cavity �iateriol• - Foam Fill moterial appl'�ed within annulus flush with both surfaces of the woll. ' , be max 30 percent of the cross-sectional area of steel coble tray ond Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fili materiol thickness for 2 hr F Rating is fi in. 6A/7A/SA/9A/IOA/ti = mox 20 percent ot the cross-sectional area of aluminum coble tray, _ - bosed on a max 3 in. cable loading deplh within the cable tray. My � ��� � FINALCONST 01.03.05 - %' combination of the folbwing lypes and sizes oi copper conducior caWes may be used: 2. P�v�ryl p►bride (PNC) Py�e Nom 2 in. diam (or smalier) Schedule 40 solid or cellular core P'VC pipe for use in 1G ADABNDi7M 5 05.16.05 A. Mox 350 kcmil single-rnnductor power cables Mith polyvinyl chloride closed (process or supply) or vented (drain, waste or vent) piping system. The min space between non-metallic (PVC) insulation and jacket. penetrants shall be 1 in. The min space between metallic penetronts shull be 3-t/2 in. B. 7/C No. 12 AWG copper conductor coble with PVC insulation and 3. Fi�stop Syatam The firestop sholl consist of the following: jacket. A. Fill, Void or Cavity Material* - Wrap Sirip Two min 2 in. wide wrap strips applied in a single wrap, flush with C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket. both surfaces of woll. �p 4. Fomre Not Shown - Used os a form to revent leoko e of fill materiol t _ ^ � ) P 9 B. Fill, Void or Covity Uaterial Foam FII rrwterial oppfied within annulus flush with both surfaces of the wall. � during instollotion. forms to be a rigid sheet material, cut to fit the Min fill material thickness for i hr F Roting is 4-3/4 in. Yin fill material thickness for 2 hr F Rating is 6 in. � contour of the penetrating item and positioned as required to accommodate a the required ihickness of fill materials. Forms may be removed after tili : material has cured. ° 5. F�I. Vbid Or Car� MobriaN - MIo►t� - Min 2-1 /2 in. thickness of fill o material applied within the onnulus. FII material is mixed at a rote of 2.5 FI R ESTO P P I N G � parls dry mix to one pari water by weight in accordance with the installation DETAILS - � instrucGons supplied with fifl muteriol. Hi�P co�sr�ucno� cHEUic�s, DN OF TUNNEL & RES►DENCES o HIITI INC - Type FS635 or CP636 �^ +Beoring the UL Classifico6on Morking � � � CONCRETE FL04R TO CONCRETE FLOOR T4 CABLE TRAYS IN MULTIPLE PENETRATIONS IN � FLOOR JOINT : 3 - HR RATING WALL JDINT : 3 - HR RATING CONCRETE : 3 - HR RATING GYPSUM : 1 OR 2 - HR RATING A553 � � SCAIE: N.T.S. �-�o» � SCALE: N.T.S. Fwo-to> > � SCALE: N.T.S. ciw-aon � SCALE: N.T.S. w�-eo�e m e � � � •_5.]. � t /8" 70 1 /4" GAP NOTE: DELETE CAVITY � Qc 2004 42�40 ARCHITECTURE, iNC. _`� ^ FILLED WITH FIRE SIDE LAYER OF GWB VARIES �,,• �-�,,� 1 /8" TO 1 /4" GAP FILLED RATED SEALANT. WHERE FURRED WALL � ;!� � � , �� � �-Z� WITH SEAIANT. ASSEMBLY ASSEMBLY SHALL BE OCCURS. � AIR IMPENETRABLE. `� y � � � SHALL BE AIR IMPENETRABLE, ( 1 ) LAYER �" NPE ' ' '` \1 ,_ 3" , T�P• Q STRUCTURE u� p � L /�� �iWO ` � S ` � 1 � � � � � METAL CEILING RUN�IER � 1 x or 2x WOOD � BOTfOM OF SLAB/� HEAD - � VAPOR RETARDER ON � ' � SIDING RE: EXT. ` � � F I B E R B A T T, T Y P. � WSIDE FACE OF WOOD E L E V�S) ( \ ; �' ` . !%' x � WOOD TOP PLATES STUDS (TYP.) ` °a � / � � � STONE VENEER � � �3�8 WITH�S AGGEREDX SHAFT SIDE OUTSIDE \ '� � , � � INSIDE � � `` � FURRED STUD WALL FULLY GROUTED � . JOINTS „ WFj17HER-RESISTANT � WITH FLASHfNG HEqp I , _ ( 7 LWER BOARD (RE: PLANS FOR —� I 2) LAYERS �" TYPE 'X' 2X6 WOOD STUDS � 76" BARRIER AND W EP GWB WI TH STAGGERED b E SIL � a WA4L IYPE) « ' HOLES JOINTS �' 2) LAYERS NPE "X � GWB O.C. WITH 5� FIBER BATT I I o a Q �" PLYWOOD (n fNSIDE ` I � � METAL J-RUNNER Q SHEATHING ON r_' OUTSIDE PROVIDE ADDITIONAL LAYER 2X6 WOOD STUDS OF GWB WHERE MASTER VARfES W ( I yyE,qTHER_ BEDRM. OCCURS � 1 /8" TO t /4° GAP '�� V RESISTANT FILLED WIN FIRE �..� vp BARRIER � � ASSEMBLY�SHALL BE FIRE ASSEMBLY r�T, O I I G R I D A I R I M P E N E T R A B L E. �+�1 Q 1 " LINER BOARD PER UNDERWRITERS LABORATORIES INC.: Q � � p�qN BXUV.U356, Design No. U356 �1 8" 7, � �'� C-H STUD � 24" O.C. � `4 r /� O � ��. 2) LAYERS N P E "X" �" G W B Li �E � � � � G p�OVIDE ADDffIONAL LAYERS v J � � 2" AIRSPACE, MIN:��—_ P E R UND E R W R I T E R S L A B O R A T O R I ES I N C. : OF GWB AS REQ�D. PER DTL. � � i� 2x6 WOOD STUDS BXUV.U356, Design No. U415 � 16" O.C. 2/A535 SIM. Q � O � � �° e A n ��S��r�o N n 2 — H R S H A F T W A L L 1 — H R E X T E R I O W A LL � W . SIDING ,� . V SILL i , ; FIIL 3" CAVIN WITH r �-� t 1 2 = 1 _p u� +is src w� L ScAtE: t i 2 = ti'-o � � � �T� A � Q � MINERAL WOOL, APPROVED !� � -- � AS FlREBLOCKING Q � �. � ; WOOD SILI PLATE 7�� � �y �� v z �1 1 — H R E X T E R I O R W A L L C a? C O N C F D N roP oF s�e q N°�: DELETE CAVIIY U SCALE' � � 2�a� o� SiDE LAYER OF GWB ( 1 ) LAYER �" TYPE � � 1 f 8" TO 1 /4" GAP FILLED WHERE FURRED WALL �„ ' X" GWB WITH SEALANT. ASSEMBLY OCCURS. STUCCO SYSTEM ' SHALL BE AIR IMPENETRABLE, � VAPOR RETARDER ON � �..a -�yp, Q INSIDE FACE OF WOOD WEAtHER-RESiSTANT Q PROVIDE ADDITIONAL LAYER STUDS (TYP.) BARRIER O OF GWB WHERE MASTER STRUCTURE BEDRM. OCCURS HEAD INSIDE OUTSIDE � - WOOD TOP PLATE(S) PROVIDE VAPOR � WOOD STUDS � 16" O.C. �" FLYWOOD BARRIER WHERE Q WITH 5}" FIBER BATf SHEATHING ON STEAM SHWR. OCCURS � 2X6 WOOD STUDS owNexinaveoorert BATHROOM SIDE � f VAIL RESORTS (3) LAYERS �" TYPE 'X' �rWB WITti STAGGERED 5/8° GREEN BOARD DEVELOPMENT JOINTS FIRE ASSEMBLY SILL COMPANY GRID FILL CAVIN WITH MINERAL 5/8" GWB PER UNDERWRITERS IABORATORIES INC.: AVON, COIARADO WOOL, APPROVED AS FIREBLOCKING BXW.U356, Design No. U356 Q WOOD SILL PLATE ����� PLAN 2x6 WOOD STUDS nEXTERIOR WALL (� DEMISING 2X6 WOOD STUDS = � � �,� J� � 16" O.C. NP. PROVIDE ADDiTIONAL LAYERS L.� . . . : , . . N OF GW8 AS REQ�D. PER DTL . ._ . . _. _ .. . _ , . .... _ .. - — �. — — _ � GREEN BOARD �+�� ^ ^ 2) LAYERS �" TYPE 'X' 2/A535 SIM. oe�ver. cdaaro �WB WITH SfAGGERED FlBER BA1T � K3 EXTERIOR WALL � ENTRY 2X4 WOOD SfUDS PER GYPSUM ASSOCIATION FIRE JOINTS Q PLAN M�Sa�e�n�x , DELETE FIBER BATT & GWB & � ' RESISTIVE DESIGN MANUAL ( 16TH PROVIDE STUCCO SYSTEM BOTH °�`�''�°�` PROVIDE ADDITIONAL LAYER ED.) GA FILE NO. 3820 OF GWB WHERE MASTER WOOD STUDS O 16' O.C. SIDES HART � HOWER'TON _ - ' BEDRM. OCCURS �.. �W� �EXTERIOR WALL � PIEftS ?xa woo� sruos rrewma��cvxo�c T A�NY�LATERAL BRACING CONNECTION OELETE FIBER BATT & GWB � - SHALL EMPLOY A Q CAVITY SIDE ���&��,� NOT SED RUBBER-IN-SHEAR ISOLATED SWAY BATHROOM WALL 2X6 WOOD STUDS 2X4 WOOD STUDS T1 eRacE, iYP � DEMISING WALLS. N 1 EXTERIOR WALL � SKI CLST. ,�,,,"���� SCALE: 1 i z = t —o src 4a K1 DELETE FIBER BATT x-asNCn�eees,n•rc nvoN,ca�,oanno 2X6 WOOD T NOT _ _USED R 2�EHR DEMISING WALL BATHROOM WALL 2x4 w000 sruos ' 1 — HR EXT . WALL C� STUCCO . sn�os ,,,,�,,�;�,�,c N S�: , ,i2 � , -o �� � K �: , , z - , =o �� � �, 8 „�II..� VARIES g " � 2X6 WALL PROJHCTNUMBER: 20900.00 Qg � NOTE: FLOOR PLANS "MIN. 4+]" � 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP. FRAME ISSUE RBVISION DATE WALLS 2X4 OR 2X6} HEAD � I � STRUCTURE �� •_ � " 06 CoNSTDOC WOOD TOP PLATE(S) STRUCTURE � IHEAD FORPERMfi' 08.13.04 PRIMARY WALL Q WOOD TOP PLATE(� ( 7 ) �qYER �" TYPE RE: PLANS FOR 07 BLDG. 2/COA151'. 09.02.04 "X" GWB STONE VENEER � 8 WOOD STUDS O FULLY GROUTED Q � B�- 3/CONST. 0924.04 Q Q � W�-� G B ) 16" O.C. , TYP. INSID�F ACE OF� WOOD WRH FLASHING g /� � � 5�$ Q STUDS (TYP.) �a, AND WEEP HOLES L°� B�• 4/CANST. 10.1t.04 FIBfR BATT � FIBER BATT, NP. OUTSIDE 10 BLDG. S/CANSP. 10.25.04 PROVIDE VAPOR /� SILL I ( RETARDER � WARM SIDE INSIDE L�'b�1/7MSA/9A/IOA/il I I OF EXT. WALLS, TYP. SILL WEATHER-RESISTANT FINALCONST 01.03.05 BARRIER StLI. PLA7E WOOD STUDS � 16" O.C. 16 ADDENDUM 5 05.16A5 WOOD SILL PLATE Q yy�7}{ �" FIBER BATf }" PLYW000 SHEATHING ON 5/8" GWB 2X6 WOOD STUDS WOOD STUDS � 16" PLAN O.C.. TYP. WOOD STUDS � 16" O.C. . , 6�" 7"t PLAN % Q Q . , FIRE ASSEMBLY _ _. . _ . . o PRIMARY WALI RE: PIANS FOR 5/8" GWB ON EACH � WALL NPE) SIDE OF STUD Q BXUV.U356, wDesEgn No.BU3b6 RIES INC.: < o �4INT 0 W 2X6 WOOD STUDS Q Q DELEfE GWB O ATTIC SIDE OF 2X6 WOOD STUDS 0 0 ,�NOT USED _ wn�� nEXTERIOR WAI,L � DEMISING WALL TYPES \ LY1J PROVIDE ADDffIONAL LAYERS jJ � 2X6 WOOD STUDS M2 NO USED OF GWB AS REQ�D. PER DTL RESIDENCES � Q� scuF: i i - � -a DELEfE GWB & FIBER 2/A535 SIM. gBATf � ATfIC WALLS �1EXTERIOR WALL � PIERS � U ED W 2X4 WOOD STUDS /� INTERIOR WALL zxs w000 sruos 2X4 WOOD STUOS DELETE FIBER �TT & GWB � z Q i s�: , � _ , Scn�E: 1 �� _ � �—o= CAVITY SIDE g � A61 � � S NOT USED Q FURRED7 WALL 2X6 WOOD STUDS INTERIOR WALL 2X4 WOOD STUDS �_1 - HR , EXTERIOR WALL C STN . STUDSOOD '`o M SCALE: 1 1 2 = 1 -0' J $��: 1 1 /2 = 1 '-0" � / � � r 4 6 (� I cp 2004 42I40 ARCHITECTURE, INC. DOOR SCHEDULE DOOR SCHEDULE �coNro.� � oF ���o DOOR ROOM NAME S� DOat FRAME SIZE DOOR FRAME �~�� 9��0 No. ��- HARDWi�RE REMARKS DOOR ROOM NAME LABEL HARDWARE REMARKS � WIDTH HEIGHT THK. TYPE MATL Mq7'L FIEqp JAMB THRESHOLD �MIN.) SET NO. WIDTH HEIGHT TNK. TYPE MATL MATL HEAD JAN� THRESHOLD IMIN.) SET E. RAti A JOHiV$O�I UNIT TY� A � Q � ��� -� UPIIT iYP� B � li�, t,� F,�'S �C\� � T07B LOWER ENTRY - - - - HM ! PT HMI PT - - - 180 - Refer �o Tunnei ConsUucdon Pacdcage T08B GARAGE ENTRY - - - - HM / PT HMI PT - - • 180 - Re�r to Tunnel Construdion Padcage T07C GARAGE 16 - - - - HM 1 PT HM/ PT - - - 90 - _ _ . . - - - - Refer to Tunnel ConsMKtlon Pacicaga TOZC DUMBWAITER HM / PT HM/ PT 90 Refer�O 'funnei Conshucdon Package T07D MECHANICAI. - - - - HM I PT HNU PT - - - 180 - Refer to Tunnel ConstrucUon Padc�e T07D MECHANICAL � - - - - HM / PT HM/ PT - - - 180 - Refer � Tunnei Construcdon Padc�e � A001 CLOSEf Pr. 1'�6" T-0" 13/4" A VYD / ST WD / ST 1�A712 9/A712 - 03 � 6001 LOWER EMi2Y 2'-8' 7'-0" 1 �4' A WD / ST WD / ST 10/AT12 9/A7i2 - OB w A001 STORAGE 3'-0' T-0" 7 3/4" A WD / ST Wp / ST 701A712 9/A712 - 06 BOU1 B LOWER ENTRY 2'-8" T-0' 13/4' A WD / ST WD / ST 10lA712 9/A712 - �6 V A00 BATH 1 2'-4' T-0" 1314" A WD / 3T WD / g'�' 9�A712 9/A712 - 02 B003A STORAC�E 2'-6' 3'-4" 13/4" A WD ! ST WD I S7 10fA712 9/A712 - 06 Low Door to Under-Stak S�Or�e ,�.� � 0 BEDROOM 1 2'-8" 7'-0" 13/4" A WD / ST Wp / � 101A712 9/A712 : 02 FAMILY ROOM 4'�J 3/4' x 9'-Y (wdt) B G / ST WD ! ST 6/A712 71A712 3JA535 - � �� w^ � A�3B BEDROOM 1 Pr. 2'-0" 7'-0" 13(4" A WD / ST WD / $1' 10IA712 9/A712 08 �j$�� B BEDROOM 2 2'-�° T-0' 1314" A WD / ST WD / ST 1aA712 9/A712 - � F� � BATH 2 2'�' 7'-0" 13/4' A WD / ST Wp / ST 10/A712 9/A712 - OZ BEDROOM 2 Pr. 1'-10" T-0' 1314" A WD 1 ST WD / ST 1WA712 91A712 - 08 BFPa� � Q „�O A404B BATH 2 2'-4" 7'-0" 13/4" A WD / ST Wp / ST 101A712 9/A712 - p2 8007 BA1N 2 2'-4' T-0' 13/4" A WD 1 ST WD / ST 10/A712 9/A712 - 02 w � � BEDROOM 2 2'-8" T-0" 13/4' A WD / ST WD / ST 10/A712 9/A712 - 02 BO BEDROOM 1 2'-8" 7'-0" 13/4" A WD / ST WD / ST 1�A712 9/A712 - 02 F�1 � 0 BEDROOM 2 Pr. 1'-8" T-0" 13/4' A WD / ST 4 V D / S T 1 0/A 7 1 2 9/A 7 1 2 - 0 6 B i-p a s s B 0 0 8 B B E D R O O M 1 P r. 2'-8° T-0" 1 �4" A WD 1 ST WD / ST 10/A712 9/A712 - OS Bi-Pass � (,� A007 FAMILY ROOM 4'-9 3/4` x 9'-2' (un�) B G / ST WD / ST 6/A712 71A712 3lA535 - Q5 SNder B(�J BA1N 1 2'-4" T-0' 1 �4" A WD / ST WD / ST 1QIA712 91A712 - 02 w Q .� A007B ST�tAC+E 2'-6' 3'-4° 1 3/4' A W D / ST Wp / ST 101A712 9/A712 - 06 Low Door to Under-Stair Storage 8009B BATH 1 2'-4" T-0" 13/4° A WD 1 S T W D ! S 7 1 0/A 7 1 2 9/A 7 1 2 - 0 2 W �,y '� V � _ A1 SKI CLOSET 2'-6' T-0" 13/4" A WD / 3T WD / ST 10/A712 9/A712 - 07 provide �tl�e� sUipping B10 SKI CLOSET 2'-6" 7'-0" 13/4" A WD I ST WD / ST 1�A712 9/A712 - 07 ,'� - A1 ENTRY & SIDE LITES 6'-2112" 8'-0" 21/4` C WD / ST Wp I ST 3/A712 21A712 8/A531 01 Arched mp 3'-0° wide dooc B1 ENTRY 3'-0' 8'-0" 21/4" C1 WD 1 ST WD / ST 3/A712 2/A712 8/A531 - 01 Arched top door. w � �- A103B CLOSET Pr. 1'�8° T-0° 13/4" A WD / ST WD / ST 10/A712 9JA712 - 03 B103B ENTRY Pr. 1'-6° 7'-0" 13/4" A WD I ST WD / ST 10/A712 9/A712 03 I�'� �"� A1 DUMBWAITER - - HM! PT HM / PT - 8/A712 - 90 04 Refer to Tunnel Conshucti� Package B104 UTILITY 2'-4' 7'-0" 1314` A WD / ST WD I ST 1�A712 9/A712 - 06 O - At DUMBWAIT�R Z VERIFY 2'-8" 13/4" E WD ! ST Wp / � 8lA712 Door to Conceal Rated MetaJ Door B104B DUMBWAITER - - HM IPT' HM / PT - - - 90 04 Refer to Tunnei Constrtrc�ion Package � A1 POWDER 2'-4' T-0" 13/4" A WD / ST WD ! ST 10/A712 9/A712 - 02 A10 DUMBWAITER VERIFY 2'-B" 13/4" . E WD / ST WD / ST 8/A712 Door to Conceal Ra�d Metal Door A107 DINING ROOM 5'-10" x 8'2" (unit� B G / ST Wp / Sl' 6/A712 7/A712 5/A532 - 05 Slider. B1 POWDER T 13/4" A WR / ST WD I ST 10/A712 9/AT12 - 02 A11 MASTER BEDROOM 2'-8" T-0" 13/4" A WD / ST WD / ST 1�A712 91A712 - 05 B1 DINING ROOM 5-10' x 8'-2" (uni� B G / ST WD / ST 6/A712 7/A712 5/A532 - 05 Siiding patio doors. a�� A111 MASlER BATH 2'-4' T-0° 13/4" A VYD / ST Wp / S1' 1(YA712 9/A712 - 02 Vt�IIL RESORT$ A111 MASTER W.C. 2'-0" 7'-0" 13/4' A WD / ST Wp / � 1WA712 9/A712 - 02 B BATH 3 2'�' T-0' 13/4' A WD 1 ST WD / ST 10fA112 9/A712 - 02 DEVELOPMENT A11 MASTER CLOSET 7�4" T-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 - 06 B BEDROOM 3 2'-8' T-0' 13/4" A WD ! ST WD ! ST 10/A712 9/A712 - 02 COMPIINY A11 UTILtTY 2'-8" T-0' 13/4' A WD / ST WD / ST 10/A712 9/A712 - 06 B2036 BEDROOM 3 CL. Pr. 3'-0" 7'-0" 13/4° A WD / ST WD / ST 10/A712 9/A712 _ pg g�.p� AVON, coi.oxnno . .�u�m�ecr�n�ooxu B MASTER BEDROOM 2'-8" T-0' 13l4" A WD ! ST Wp / ST 10/A712 9/A712 - 02 A201 BEDROOM 3 2'-8" T-0' 13l4" A WD / ST WD / Sl' 1�A712 9/A712 - 02 B2048 MASTER BEDROOM 4'$' x T-21/4" (uni� D G ! ST WD / ST 6/A712 SIM 7/A712 5/A532 SIM - 10 French Inswing :� I �,� BATH 3 2'-4' T-0° 13/4° A WD i ST Wp / ST 10/A712 9/A712 - 02 MASTER BATHR 2'-4" T-0" 13/4" A WD / ST . WD / ST 101A712 9lA712 - 02 A�� A2028 BATH 3 W.C. 2'-0" T-0` 13/4" A WD / ST Wp /ST 101A712 9/A712 - 09 Podcet door. MASTER W.C. 2'-4' T-0' 13J4' A WD / ST VI� 1 ST 10/Ali2 8/A712 _ 02 °ai""". �""°do � CLOSET 3A 2'�' T-0' 13�4' A WD / ST Wp / � �p/q7�2 9/A712 - 06 620 MASTER CLOSET 2'-4" T-0" 13/4" A WD 1 ST WD / ST 10/A712 9/A712 - 06 �� - Dffi[GNAHfJRfHCf _i : CLOSET � 2'-3" T-0" 1314" A WD / ST Wp / ST 1QIA712 9/A712 - 02 ��S: , HART � HOWERTON ' NBW YOBK.NBWYORK BEDROOM 4 2'-8' T-0" 13J4" A WD / ST WD ! ST 10/A712 9/A712 - O6 1. FINISHES: Refer Spedflcadai Sec�iai 08710. CI.OSET 4A 2'-4" T-0" 13/4' A WD / ST Wp / gT' 101A712 9/AT12 - O6 2. Patlo Doas treve be� scheduled arM coordinated acxording to 'Eaele" spec�c de�s. If anosher menufacd�r is sdeaed pa�ai door sizes may require adjusUrients. �,�� x�uos�zaewBU�.u�c AVON,COIARADO CLOSET 4B 2'-4" T-0" 13/4" A WD ! ST WD / ST 101A712 9/A712 - 06 �.��.�.._�cu.�se &4TH 4 2'-4' T-0' 13/4' A WD ! ST WD / ST 1QIA712 9/A712 - 02 �voN,c�II'" BATH 4 W.C. 2'-0" 7'-0' 13I4' A WD / ST Wp / � 1�A712 9/A712 - 02 ,,��� � DOOR MATERIAL LEGEND °�°°�°�° GENERAL NOTES rxol�cr �ER �oom MATERIAL FINISH REIAARKS ISSUE REVISION DATS 1 . See Building Elevations for operotor indications. HM HOLLOW METAL PT PAINTED RE: ID 2 . Provide Tem ered Safet Glazin where re uired b code . Door T e Elevations on this sheet indicate lazin that oa corrsrnoc P y 9 q Y YP g 9 WD WOOD ST STAINED RE: ID shall be tempered with the symbol " T " Foxrsx�r m.a�.oa G ALUTA. CLAD WOOD ST STAINED RE: ID W/FULL LtTE GU1SS 06 corrsrnoc PORPERMff 08.13.04 � 2x6 WOOD TRIM � $LDG 2/CANST. 09.02.04 V—GROOVE � BLDG. 3/CONST. 0924.04 WOOD INSUL. 09 BIDG. 4/CONSf. 10.11.04 DRAWINGS P�PH� ��� 5 » �P . � 10 B71)C,. S/CONST. 10.25.04 FOR DOOR MESQtJI7E WOOD sr SPEqFlCAilONS � �� �-6A/7A/8A/9A/l0A/1] SEE WINDO SCHEDULE FINALCONST Q1.03.05 � �RRE�NS O4.07.05 � w N �� Q ADDBNDLJM 5 05.16.05 � t w x �vvi ° � ° . _ , t �— w t A � O a , t V � Y O N O O = tV m ^ T ^ ^ W 5�,> 3 „ 0. � � o VERIFY TYPE C (WITH SIDELIGHTS & N � PEEPHOLE DOOR) � T � ECESSARYUDE FRAME � & TONESTRIPPIN T � N TYPE Ct (WITH HA�FLITE GLAZING) DOOR � THRESHOLD a SCHEDULE . ' RESIDENCES a p 3'-0" SEE SCHEDULE �. 3'-0"�, 3'-0" SEE SCHEDULE � = �,DOOR SECTION DETAIL 0 1 3� - , �_a� ?711dvV A711 € DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE C1 DOOR TYPE D DOOR TYPE E 3 O F� 4 U ��� _ - �c 2004 42�40 ARCH�TECTURE, INC. WEATHER–RESISTANT BARRIERQ �� QF C(?(p`� 3/4" STUCCO SYSTEM .`Q� 9U.; -- ' (� WOOD SIDING, SIM bTL) � :� \ DRIP SCREED ,J R��'C.V � MTL FLASHING W/ 1 �2" ���'F ' I -- HEMMED EDGE AND 6 �/� 4��� � EXTERfOR WALL EXTENSION UNDER WEATHER– a� b SEE WALL TYPES SHEEf RESISTANT BARRIER 3/4" STUCCO SYS1'EM 3/4° STUCCO SYSTEM F�,.Sf ;,��� � " 2X8 FlR HFAD C / � WEATHER-RESISTANT BARRIER TRIM SEf F�USH 2x10 WOOD TRIM W/ FIR EXTENSION WRAP WEATHER-RESISTANT BARRIER O STUCCO WA�LS, AND ADZED IN OVER FRAME 3x10 WOOD TRIM SEE WALI TYPES SHEEi p�qCE TO APPFAR � /� O WOOD SIDING WALLS A$ $pLID TIMBER 3x10 WOOD � VJ - 2X8 FIR HEAD 2xS WOOD TRfM HEAD TRIM � w TRIM St�' FLUSH / � W/ FIR EXTENSION Q / � AND ApZED IN � � PLACE TO APPEAR i O AS SOLID TIMBER � � a I � ` " � 0 � p �1x4 WOOD TRIM � 2x DOOR FRAME 2x DOOR FRAME � � O � � � � FIR EXTENSION O SEALANT & BACKER ROD � � V SLIDING DOOR SYSTEM FlR EXTENSION � � � _ � I w W � _ � SLIDING DOOR HEAD A o CLOSET D � OR HEAD � ENTRY PORCH � FRONT ENTRY DOOR HEAD � V �x„ 6f.tlr9 � A DT-E1.d�Y � 3" - 1 '-p� A-DT-37.d'N � 3" = 1 '-0" - - , � W O ^ O 3/4" STUCCO SYSTEM � GYP. WALL BRD /` F1 WEATHER-RESISTANT BARRIER � v RADIUSED BEAD Q SEE WALL 7YPES SHEEf STONE S1LL BELOW 2x W000 FRAME �D�� � 2x6 WOOD TRIM VAIL RESORTS GWB GWB � �� WINDOW/DOOR SYSTEM w000 DEVELOPMENT I w000 ExrENSioN EXTENSION COMPANY SEALANT & BACKER ROD � AVON, COIARADO i eecw�rscrorASCOxn SEE WALL TYPES SHEET _ J 2x DOOR FRAME l 3X8 HAND ADZED 3X8 HAND ADZED � �� ` �, FlR HEAD TRIM FlR HFAD TRIM � � I I � ARG11fT�i11RE _ ' Delwar� CalwaOo � I MAS'lERPIAtit�BR I � Dffi[GNARQQ[BLT 2x6 WOOD TRIM �- - - - - - - I SEALANT & HART � HOWERTON 2x WOO� TRIM BACKER ROD hm�dronx,nmwmwro� SEE WALL TYPES SHEET � WEATHER–RESISTANT BARRtER I ��""�"'�� 2x DOOR FRAME � — — — — ��8���� WOOD D(TENSION 3/4" STUCCO SYSTEM AV� � �nt�ncni.�.�.�.r � - M-SHNGA793d.4,1NC CORNER BEAD STONE SILL BELOW �v�'''`°I'°R"°° crvn.s�vcnuc+m STONE SILL BEIOW "�'ffi�°'��'� vnu,coioanoo INTERIOR DOOR HEAD TYP . SLIDING DOOR JAMB CLOSET DOOR JAMB � ENTRY PORCH 0 � DOOR JAMB (�? ENTRY UNIT A � ��I$CTNUIVIDER �.� 1 0 3° - � '-� A-DT-63.dwg � S• = 1 •-On A-DT-82.Arg � 3n - � •-�^ �-or-az.m.9 3 - t � �� A-Di 1&My ISSUE RBVISION DATE 06 CONSC DOC � FOR PERbIIT 08.13.04 GWB 1y4" RADIUSED CORNER BFJ1D � BIDG• 2/CONST. 09.OZ.Q4 � INTO 1 1 /4" JAMB Og BLDG. 3/CONST. 09.24.04 ; I RADIUSED BEAD �� GWB 09 BLDG. 4/CONSl'. 10.71.04 WOOD EXTENSION 10 B7DG. 5/CONST. 10.25.04 �Y4° RADIUSED CORNER BEAD I /�6A/7A/SA/9A/l0A/71 INTO 1 1 /4" JAMB Q I 1 1 /4" JAMB FINAL CONST 01.03A5 ��S �� I 2x DOOR FRAME �e ADDFNDUM 5 05.16.05 SEE WALL TYPES SHEET 2 Q I 1 1 /4" JAMB I � I 1x6 WOOD I I TRIM I 2x WOOD s " DOOR FRAME I I "3PC" BASE TRIM CORNER 0 " ( I (BELOW) ` 2x W000 TRIM 3/4" BASE TRIM P h (BELOW) ^ DOUBLE DOORS 2x6 WOOD TRIM o SHOWN IN OPEN DOOR TYPES � "3PC" BASE TRIM CORNER POSITION DEI�AIIS - a/4" STUCCO SYSTEM RESIDENCES e BELOW) � � 3/4" BASE TRIM � (BELOW) N �DUMBWAITER DOOR JAMB �DOOR JAMB @ ENTRY ( UNIT B � a n RI 00 JAMB TYP . � 3" = 1 '-0" �-m-mn.a.y 1 3- _ , •_o° A-D7-70. E �7 3° - � '_p^ �-or-�s�d.e �° A712 t _ g . � x o . 6 U O . . � � �c 2004 42 URE, INC. //,,�Q ,�� pF C0�p9 '�—_ —_._,� -.�--?-4—�- 3�-4" � �� 4•_g• L�� �2° � �,1�' '�� 5'-4° 4'-e" a'-s" E. RANDAL � � �, . ;., JOFiNSO�V � , � _ , ;n _ � � _ - i 'vi' v� �j �� . . ,'� '` , _ � cf.f ,��v � ✓s �N� � 0 � -� � �° � � � � � ° � � � � � � �. � � � � ;� - ,-, . � � E � '' E E '� '� ' °' � .� � � � ;� � � � w �, � V N M � Oa M O� O� M � � i�] � N N N � O T.O. PLYWOOD SUBFLOOR _ — _ — _ — — — — — — — — � a � TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE I � A � w � � � � o 10'-4" � V � \ � � y` � � � i . N o uz � � wo 8'-0� � h•a 08 08 O 08 8 -�. 10'-4" � 3'-3" 4'-$" �i e(V °N N 4,—$a O e M � i � � �N I I r �n OWH�t/DllVE7.[WEH 1 � �° � � "' VAIL RESORTS � � � i � � � i i � ° � � ~� � � `� � � `° DEVEI,OPMENT " M °� � '� ° COMPANY = T T � �, � � � v AVON, COIARADO i ^ T E E E E ���� \ �� � �,I 0 �, N M � � Ql � N iV N ARCMIiEGTURE N T.O. PLYWOOD SUBFLOOR �BIIYBf. Cp�O — — — — — — — — — — — — — — — — — — — xus�asnr�.�nwart e .' DffiiGNARCHIfECC TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HART � HOWERTON os �m��� wuroow sc�ou� - �R rme � ���IN� . fRMdE SIZE ROUGH OPENING HEAD R.Q Hi. ABOVE �'�w�ucni.mn.-�rm�. �cuuaax 7YPE IND1H x F1FJqlT WIDTM x HFIGHT PLY WD. SUBFLOOR NOTFS �'$��IN�� ' AVON.WIARADO A (2) 2'-8" x 5-6' 5'-4 1/2' x 5-6 1/2' 8�-3 1/2" �,�IM,� . - ALPINS S[dGINABRING,7NC B 2'-4` x 4'-6" 7-4 1/2' x 4'-6 7/2" B'-3 1/2" v"II" `°I'°nn°° • C (2) 7-8" x 4'-M 5-4 1/Y x 4'-0 1/2" 7-4 3/4 , ' D (2) 1'-8° x 5'-6' 3'-4 1/2' x 5-6 1/2� 8'-3 7/2' PROJE(.TNUMBER: 20900.00 E (z) x'-a° x a•-s• a�-s i/z' x a�-s i/z• a'-� i/i' rssvs xBVisroN DAxs F (2) Y-0° z 5-6' 4'-0 7/2' x 5-6 1/2° 8'-3 1/2' 06 CONSTDOC 08 G (2) 2�-4" z 5-6' 4'-8 1/2' x 5'-6 1/2' 6'-3 1/2� FORPERM[T 08.13.04 10'-4° 4'-8'• H (2) 2�-4" x 1'-0' 4'-B 1/2' x 4'-0 1/2° 7-9 7/2' BIDG. 3/CONST. 09.24.04 I 7-Y x 5-6" Y-2 1/2' x 5'-6 1/Y 8�-3 7/Y SEE EM.ARGm PUW 2/A511 09 BLDG. 4/CONST. 10.11.04 J 3'-3' x 5'-6' 3'-3 1/2° x 5'-6 1/2' 8'-3 1/Y SFE ENLARGED PWI 2/A511 � '-�� 10 BLDG. S/CONST. 10.25.04 i i K (2) 2'-4" x 3'-6' 4'-8 1/2' x 3'-6 1/Y T-4 3/4 iv . N 6A/7A/8A/9A/10A/91 10'-4 4'-8' S'-11 4" � .. (2) 7-8" z 6'-6' S'-4 1/2' x 5'-8 1/2' 9'-3 1/2• FINAL CONST 01.03.05 M 9'-0' x 6'-6" 9'-0 1/2' x 6'-6 1/2" 9�-3 1/2� ts ADDENDLJM 5 05.16.05 I °' N 4-8' x 5'-B' 4'-8 1/2' x 5'-6 1/2' 8�-3 1/Y 0 5'-4° x 2'-0' S'-4 1/Y x 7'-6 1/2' 10'-3 1/2' (2) 7-8" x 5-6� � � II � � 08 P 2'-8" x 5'-0" / 5-0' z 5'-0" / 2'-8" x 5'-0" 10�-4 1/Y x 5-0 1/2° 15-Y 7RANSOM M o :�, `j ;�, �j' � 2�-8" x 2�-8 1/4' / 5-0" x 2�-8 1/4'/ Y-B" x 2�-8 1/4 10�-4 1/2" x 2'-8 3I4� 13'-3 tI4' 7� � � : � �° ;� � �, ;,, Q r-e• X s�-s• � s�-o� x s�-s• / r-a� x s�-s' 10'-4 1/2" x 6�-s ,�z• �o�-a �/r 0 0 0 0 0 0 7—B" x 1'-8" / 5-0' x 1'-8" / Y-8' x 1'-9' o - io o � R 4'-8' x 2'-8 1�4" 4'-8 1�2' z 2'-8 3�4" 13'-3 1�4' 1RANSOAI � � �� S 4'-8' x 6'-6" 4'-8 1/Y x 8'-2 1/2' 10'-3 1/2' i a 0 � (2) Y-4" x 1'-8' � N o ~ T 4" '-9' 6'-0 1/4' x 1'-9 1/Y 10'-3 1/Y caord, munt6i d ent rr door belor n _ � = � T.O. PLYWOOD SUBFLOOR "' �N��aa�y oe„on� r�� �,�.a�a na�t,a,�. WINDOW SCHEDULE 3 — — - - — — — — — 2 Provide Temperad Safety Glozi�g alrere requirod by codo. YYxdar Elevotioire on thia shea{ tndkwte glazing t)wt ahall be tarnpaed uilh the syrnbd ' T • UNIT TYPE A a — — — — — oire ,� 3. Provide EmergencY E9rese WndoN Ur� Nhxe roquired by code. Mfindw► Ekvations an this sheet irdi� uu'ts tFat �aq be eg�eas wdh ila aymbol • E • ^< " TYPE P1 TYPE Q TYPE R TYPE S TYPE T � A751 a E UNIT TYPE A - WINDOW SCHEDULE & ELEV . 0 � x - 3�8n = 1 •'�a At-WINDSCHA�g 0 � s u m U . � _ � 2004 42�40 ARCHITECTURE, INC. 2 -Z� 3'-3° q•_g° 4'-0" 4'-8" � '`�,`�, �F C �1/�ii��� ''I`—___� �� 4'_g° � 3'-4" 7'-0' c,� !] 5-4" 2'-0" c. R�^- ;�!1� ^L 6 r? �'� � N � � N N c� jvr:'V .71:�� d�. I 'n I � � I n��+ ] ! . _ � �O �i �� ..r '..... �� io ' - io � � ` io C�t`� � \,l{``� . I fD I 2v � � 'd' �O 1 . in � n � I : � N in .� � ; M - - i7 � � °; E � E E � � M ; ;� � � °� � � � ;,, : � � � °° °° C/� ^ °° ^ ; w °� V � � � � � , a zH � � �_ � � � � � � o ' (V � ^ 1 N N � N N M T.O. PLYWOOD SUBFLOOR TYPE AA - - - - - - - _ _ - ~ � o nPE BB nPE CC TYPE DD nPE EE NPE FF TYPE GG nPE HH nPE II TYPE JJ (� � ,� � � O 0 .. : PP1 � x � V p �. 4,-8" � 3'-6 1/2" ^ W � �; � � _ � � z °° °° o N 4'-e° N r-s• � � a - � �'—s" O . � �— 4 -$� N 4'-8" � I I 4 ^On � aN aN . � f ' � \ � � \ � � . ^ � R (O � � - - ' � A N N N _ � _ N OWNF3�DSV&.OPHA � � 1 � _ � M � = pD � M pp M ;� � �° � '° � M �. � � � VAIL RESORTS � � " � � � a ° � ° o ° DEVELOPMENT � � � COMPANY � �' E E T °° � C� ^ evo�v, coi.oxnno � ARC(ff18CCOFRHCORD i r\� _ c i+) o ` : v � � � � , � � . N N N (V N I I . ,, T.O. PLYWOOD SUBFLOOR QQ � `V `V �RCa+rrECn� .. — — — — — — — — — — — — — — — — — oenva� cmbraao - MA318x PtAPA1BH -_ TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP > nPE QQ TYPE PP1 TYPE RR ��N.� TYPE QQ 1 HAR� HOWERTON . YORiSNHNYORK - .41'ROC1719Ai.ffidGIIJBGR - 11f#iAOBRNHW6fd.ffixLL�S LLYC NC�OII SqfWLE – UMT TYPE B evoa�.co�,oanno FRAI� SRE RW(#1 OPO�MIG HEAD R.O. HL ABOVE tacxn�u�n•�G��;� m�c iYPE M�1H x HQGHT NAD1H x HdpIT PLY IhD. �18FLOd2 NOIES evor�, co�osnno M 2�–Y x 5-6� 2'-2 1/Y x 5'-6 1/2' 8'-3 1/2� SEE ENLAR6ED PLAN 2/A511 ���.� � vnn,wrnn�oo BB 3'-3' x 5'-6' 3'-3 1/Y x 5-6 1/2" 8'-3 1/2' SEE ENLARGED PLAN 2/A511 �'-8' �'- t ° cc (s) r-s' . a'-o' s'-a �/s' x a'-o �/2' T-4 s/4• rxo�scrNCm�$x: za9oo.o0 00 (z) 2'-4' x 4'-6' a'-8 �/z' x 4'-s �/z' s'-� i/Y � — � � r-o� x r-s- r-o ,�r x r-s ,�r r-s ,�z rssus RSViSION DA'1� FF (2} 1'-8' x 5'-6' 3'-4 1/2' z 5-6 1/Y 8'-3 1/2° 06 CONSTDOC . GG (� 7-4' x 5'-6' T-0 1/Y x 5'-6 1/2" 8'-3 1/2' FORPSRMIT 08.13.04 0 o BId)G. 2/CONSl'. 09:02.04 � tn HH (2) 2'-4' x 4'-6' 4'-8 1/2' x 4'-6 1/2' 8'-3 1/2' � �n II (2) 2'-0" x 5-6' 4'-0 1/Z' x 5'-6 1/2° 8'-3 1/2' a BIDG. 4/CONSI'. 10.11.04 � ��- 1 ' � JJ (2) Y-4' x 5'-6' 4'-8 1/2' x 5'-6 1/2' 8'-3 1/2' 10 BLDG. S/CONST. 1025.04 _ KK• 2'-0' x 3'-6' 2'-0 1/Y z 3'-6 1/2" 7-4 3/4" • ���� t�AZR� REQ�NRA�ENiS W/ Q ��/7A/8A/9A/IOA/11 u (2) 2'-0' x �'-s' a'-o �/z• X a-s �/z" 7-4 3/4 rnvnr. corrsr oi.o3.os -�---5�� " Itld (2) 2'-4' x 5'-6" 4'-8 9/Y x 5-6 1/2" 8'-3 1/2' t�a ADDBNDUM 5 05.16.05 � �, � � NN (3) 2'-6' x 6'-6' 7-B 1/2" x 6'� 1/2' 9'-3 1/2" � 4 �, <o � �i 00 (2) 2'-4' x 5-8' 4'-8 1/2' x 5--6 1/2' 8'-31/2" i � `� N PP 4'-8` x 2'-8' 4'-S i/Y x Y-B 1/2' 13'-3' TRANSOM i � SS SIM . FROM N � `° � � ao 4'-a' x s•-s• a'-a �/s• x s'-z �/z` �o'-s �ri. w UNIT TYPE A ` � o � (2) r—,• x ,'—a� 0 ° � o �„� RR 7'-8" x 6'-6' T-8 1/Y x S'-2 1/2" 10'-3 1/2' o N M � � \ ^ e �+ s° � �� � °' � �2� J -��� X ��"8� _ � i a o `O SS 7'-B` x 5-0' 7'-8 1/Y x 5'-0 1/Y 15-7' 7RANSqA P ° TT 7–t" x 8'–Y 7'-1 1/Y x 8'-2 1/Y 10'–B' � � � � UU 7-1" x 5'-0' 7'-1 1/Y x 5-0 1/2" 15-9 1/2' g N vw ' r 5�—o yr x �'—s �/r s�—r • PROV� oescur�o cuzuac (v�v w/ a��c Q .- _� T.O. PLYWOOD SUBFLOOR ; — — � N0� WINDOW SCHEDULE 9 �. � �� ��$ �` �� �`�0�0�' UNIT TYPE B ^ TYPE SS TYPE TT TYPE UU TYPE W 0 2• �ovide T�°'°d ��' �'� '"'� �°�ed � �°• "� � «� ��a $n��c indicato glaziig that shall be tempered with ihe aymbol • r • � - 3. Pmvide Fmxgency Egress I�ndae Units wl�e re9uired by code. YY'wMOw Ekvations on this sheet indicate �its tlwt shall be egress with the symbd ' E ' u A? 52 � m � �UNIT TYPE B - WINDOW SCHEDULE & ELEV . � ` � \ 1 / ,IB� _ � �-��� B2-WINDSCX.a�vy 4 `J U Qc 2004 42�40 ARCHITECTURE, INC. DARNE1}" DIA. WOOD PLUG, �E. Q f CQ(O NED (ANTIQUE) ��4, y�� 9qo � �_/� � D 3X70 WD. HEADER E. RA�'CAL WEATHER—RESISTANT BARRIER ���'�S � ^'"�°� .. � G3::c. SEE 4/A532 FOR STONE VENEER SYSTEM 3/4" STUCCO SYSTEM !/����J,�' \��'`�'�'` � A WEATNER-RESISTANT BARRIER ' � DRIP SCREED rn f MTL FIASHING W/ 1 /2" HEMMED EDGE AND 6" � � EXTERIOR WAII EXTEN510N UNDER WEATHER- �T� SEE WALL TYPES SHEET RESISTANT BARRVER fry SEE WALL NPES SNEET WEEP HOIES � 12" O.C. � 3x10 WOOD TRIM � � z�T� o MTL FLASHING W/ 3/4° `� Q l�+� �"'� HEMMED EDGE AND 6" � � �1 ,� EXTENSION UNDER WEATHER- 2X8 FIR HEAD r ,?� RESISTANT 9ARRIER ��FIR EXTENS ON � Q � : }� . IDING 2X8 FlR HEAD 6x10 WOOD TRIM AND ADZED IN OS ONE NEER TRIM SET FLUSH W/ FIR EXTENSION STL SHELF ANGLE (RE STRUC7.) PLACE TO APPEAR w � � � AND ADZED IN ` � AS SOLID TIMBER ^/ 0 2X6 WD. TRIM PLACE TO APPEAR - - `� �r�� � 0 AS SOIJO TIMBER � „ w Q V � HEAD TRIM � � , i2" � WOOD PLUG W � � 3 = � -o DARKENED (ANTIQUE) STAIN ^/ �-°T-zt.a.a 1 1 /2" Of WOOD PLUG �i{ GYP WALL BRD DARKENED (lWTIQUE) STAIN FlR EXTENTION SEAIANT dc BACKER ROD [ � � F!R EXTENSION w � W/ RAD. CORNER SEALANT & BACKER ROD CLAD WMDOW SYSTEM � O BEnD Q I 0 WOOD TRIM BEYOND � � ~ CLAD WINDOW SYSTEM a WOOD SILL EXTENSION ��„ STONE VENEER BEYOND O CLAD WINDOW SYSTEM � (� WINDOW HEAD �fWINDOW HEAD _ _ __ ^ V 3° = 7 '_p" �-af-s�.d.y ` J f 3� _ � �-a� �-m'2�"� \. � _ . oNxsx/DBVSr.oeFR 3/4" STUCCO SYSTEM ' ' WEATNER-RESISTANT BP,RRIER VAII. RESORTS � DEVELOPMENT 5EE WALL TYPES SHEEf -_ � COMPANY STONE SILL BELOW WHERE OCCURS ' AVON, COLORADO nac�mac.�a�x�r,oan — — — 2xs w0��TR�M — — — �� , �'1 CL4D WINDOW SfSTEM � � 43� � � SEAIANT dc BACKER ROD o,,,re� � SEALANT & BACKER ROD rrnsrmcrinxwea DffiIGNARpQfBCf I ` ' � � HART � HOWERTON 2x WOOD TRIM �ro��� �- - - - - - � siwccuRnc¢�cu� I MONeDERN&19�1.ffidGINBffilS,II1C AVON, GOIASADO .I l�CFA[�IICA1.Gfr.n±m�� $1GII�l l4BBNGII7BSBS,7NC - � AVODi,COLt�ADO GPD.FI�IGA18�1 - dLPA18 BNGIIdffiRIIdG,IIJC. VAII„fALOilADO QWOOD EXTENSION STONE SILL BELOW � ritoJ an: . WEATHER-RESISTANT BARRIER s/a" srucco s�M SEE DETAI� 5/A753 Q Issu� 'e�v�s�oN DAx� 06 CONST DOC 3x FIR SILL �Y2 SEE WALL TYPES SHEET � EXfENSION FpRPERMIT �.13.04 � BIDG. 2/CONST. 09.02.04 �WINDOW JAMB (� ENTRY WINDOW JAMB � 2 WINDOW JAMB ._�_56.� � � - - -- - — 3" = 1 '-0� A-0T-IB.dnq � 3" _ � '-0" �-ot-se.a.9 BLDG. 3/CONSP. 09.2A.04 . � � BLDG. 4/CONST. ]0.91.04 CLAD WINDOW SYSTEM ( 10 BLDG. S/CONST. 10.25.04 � CLAD WINDOW SYSTEM [�}6A/7A/8A/9A/l0A/11 I CORNER BEAD BEYOND CLAD WINDOW SYSTEIA �� CONST 01.03.05 � SEAIANT & QKER ROD � 16 ADDENDIJM 5 05.16.05 3x SOLID FlR _— SEALANT & &ACKER ROD 3" THICK 3 x S O U D FI R 3° THICK � 3 x S O L ID FI R S F A L A N T & B A C K E R R O D ADZED IFOR \ STONE SILL EXTENSION � N STONE SILL EXTENSION DISTRESSED .- AOZED FOR � ADZED FOR , �� TIMBER DISTRESSED ^ DISTRESSED WOOD TRIM APPFJ�RANCE TIMBER TIMBER APPEARANCE APPEARANCE � x � �- FLEXIBLE FLASHING ON TOP o �-- WEEP HOLES � 12" O.C. (TYP_) Q C � WEEP HOLES � 12" O.C. (IYP.) OF MTL FLASHING TURNED FLEXIBLE FLASHING WRAPPED < � I CREATE END DAMS NP. Q FLEXIBLE FLASHING WRAPPED ( ) � UNDER WINOOVJ & TURNED 3EE WALL TYPES SHEEf UNDER WINDOW & TURNED MTL FLASHING W/ 1/2" n Q VERTICAL � JAMBS TO CREATE < / VERTICAL 9 dAMBS TO CREATE �; END DAMS (TYP.) END DAMS (TYP.) HEMMED EDGE AND 6" $ VENEER�SYSTEMR 5TONE 3� p0 YUR�EfHANESFOAM � � � � � � C SEE 4/A532 FOR STONE Q FLASH N'GN UNDER FLEXIBLE WfNDOW � (R-7° / INCH) � VENEER SYSTEM 3/4" STUCCO SYSTEM � DETAILS e SEE WALL IYPES SHEET WEATHER-RESISTANT BARRIER L 9 ��� �-- O WOOD SIDING SYSTEM RESIDENCES h � WEATHER-RESISTANT BARRIER � ^ <<� � RUN BENIND MTL FLASH4NG o . , ... ...r..�.... ..� . .�. ..... . .� t � �WINDOW SILL _ WINDOW SILL , WINDOW SILL A753 E � � 3� = 7 �-0' A-DT-52.dwp 3� _ � �-0'� A-Di-53AYro � � ( 3w - � •-�° ��_n�y o �� r. 'o 0 V 0 2004 42�40 ARCHITEC7URE, INC. � � . . . � - �` oi 4 �r� �'/ . ���`(. �d 0 � : Q [ [;p �_ ;^,;11 Q JC��: CiJ � n^ . 5 G. . � nst� � � ��C'�., � �;� . � "" � � �'��, � C= F� �/ WOOU TOP RNL TYP.�Y2 �� �� � 0 � � WROUGHT IRON 4Y4°•lYP- W BALUSTERS AND � V TOP dc BOTfOM RAILS o (RE: I.D. SPECS) � Z � . �a M � 0 . . . . w O � � � � � � o- NEWE�LL POST W/ e � Q � RECESSED PANELS, F�1 � W SHOWN b WD. BASE r ^ A � _ � CEILING � TIMBERS w� � p � � (RE: INTERIORS) vJ � � (RE: UPPR. . 1 ' HALL 4- DIA. SPHERE r na ICAL �iT.� LEIIEL R.C.P.) �� SIiAU. NOT PASS "' � � � 0 - '�" BULWOSE THROi1GH OPENING � r� , WOOD TOP RAIL � O OVERHANG 6" DIA. SPHERE OQ� W/ WROUGH7 IRON � V �. _ SHAL.L NOT PASS � BALUSTERS B0.0W � � THROt1GH OPENING w � � . . WOOD S W/ =j � � . 1 " BULLNOSE WOOD TREADS. �y � � NOSING EXTENSION, r 1 TYP. QF'� `w O s. O UPPER LEVEL EL = 10'-4" T.O. PLYWOOD SUBFLOOR WOOD SKIRT uP � N ~ BOARD 5�"X5�" WOOD Q � �1 a Q � USTERS Q N�LL POS'IS. - O NOfi SHOW � � I � FOR C IN , WOOD BASE ' ° � � � (RE: INTERIORS) Q � ^ W � � rn 'i BALUSTfRS 4/A812 . �'' NOT SHOwN • om��nav�.oreQ o Foa cv�iTr w Poo RisERS, VA.II, RESORTS a LL �i MNN v DN. �` > EMR1^ � MAIN ENTRY DEVELOPMENT ;� *,� � � R��NS COMPANY BALUSTERS LIVING o NOT ' SHOWN . AVON, COIARAAO ROOM FOR CLARITY �io� L OPEN � . nxctarec�roF�coxn 7 � � p � NEWELL POST DETAIL UNIT � A STAIR PLAN - MAIN LEVEL �� � �I� ASHED UNES OF BACU � t -1/2"= 7 '-0" �sco�-s�.e.ro ` �+ f 7 /2 = t '-o - — - - - -- evvoza� nact+rrECru� ^ NEWELL POST dc . RAlt1NGS IN N QWN �� osmer, canmo FOREGRWND - ' . CLARITY 8�-O" _f� WD. SKIRT BD._ . Q FAMfILY ROOM xnsrnaeUt�¢�mt 1 & DffiGN ARClfl1E(.T MAIN LEVEL � 4'-0" � 4'-0" L� FiART � HOWERTON EL = 0'-0" 5 � � wewxoaKr�awro� A8t 1 d � Q 5 � � 4 . � � � A817 Q � xoNSOSaeN�awmi.�.�c � A811 � '.. u> . . . � AVON.00lAAADO , � . . . . ]�CHA[�(G�],ffiW�piruffiJGjMjggg . - - M-BBNGQiL�l5a7NC . � - �� AVON.COIARADO 1 - � � . � "� . . . . . O � ��p C��� ALP1N8 FNGIIJfi�I II1G,IIYC. VAQ.,CpTARADO . . . _ . d' -. � - . . . ' . .. � • . . . � Q z Q e d' N � . N a � � I 4: PROJECT NIJMBSR: ?A900.00 WD. BASE � � �` Z � ,�, � (RE: INTERIORS) `r STAIR SUPPORT ° � � I �- COWER . (RE: sTRUC.) a Q ISSUE RFsVLSION DATB LL �i cv p r� �. EMRY " = 06 CONSTDOC ,� � � � :g o a �o, "' � a � " � M � °- FORPERMIT 08.t3.04 FAMILY . v o M � v� �Eo�SNe ROOM d ABOVE � BIDG. 2/CONST. 09.02.04 C� N Q . � BALUSTERS � DOOR TO � � Q � � 1� � BLDG. 3/CONST. 0924.04 QT . SHOWN STORAGE ` � � � � 09 BI DG• 4/CONST. 10.11.04 Fo �irY 7 . � � _ _ - _ � i � � � ` io s�c. s/coNSr. ioas.oa N � � � 1 � W STOR/�E � n � Q '� � ; � �1 FLEX SPACE L�r6A/7A/8A/9A/SOA/11 � emo Q � B TERIORS) . �D � Q � ^ � Q Q FINALCONST 01.03A5 , � � DASHED LINES OF 4y" 4" Q WD. BASE �2 ADDBNDUM 1 01.7205 NEWEIL POST de RAILINGS IN yw. 3' 9 .}" 4'-0 (RE: INTERIORS) » ts ADDBNDiTM 2 01.19.05 FOREGRWND GARAGE LEVE PLANRSVIHW EL = - 12�-0 � AI�GN TOP OF STAIR ' _ ST� �p ig ADDSNDLTMOS� O5.6.05 � FRAME WFRAMIMG WffH � Q Q DN. ' a oCRAWL � SPACE ,� LOWER ENTRY SiORAGE a RE: PLANS STONE UNFINISHED �� n � R�S U N ITS A & B m � 0 N j W - STAI R , PLANS, SECTIONS ° - - - - - - - - - - - - - - - - - - - - AND DETAIL a —I i I�— I I I—I I I—I I I-1 I I�I I I-1 I I�I I 1=1 I I;I I 1=1 I I�I I f-1 I I-1 I I- 1 I I�I I I�I I I-1 I I-1 I I—) I I-1 I I- � 4 � 1 A811 £ STAIR SECTION - UNIT A UNIT A STAIR PLAN - UPPER LEVEL UNIT A STAIR PLAN - GARAGE LEVEL 0 F € v ��y� = t •_p" �-m-sr�in-Rev.a.�y � /Z" = 7 '-0� AFP03.MY ° 1 /Z� _ � �-0° �rroi.a.�y : 0 F . y v V I � I \ \\ \ . Oc 2004 42�40 ARCHITECTURE, WC. � � ' , _._ r�. \ \\ ' � WD. NEWELL POST � •'.. < ' A 1� 'i . � BEYOND — .� � � .e,f,,- �A =•f;``. � � � of �� � , :�= � ,`�� Qa POS 4y4� r i , , � i WROUGHT IRON TOP � � 5 �� �' ' ' i '§ �,,, ; � & BTTM. RAILS dt •N `� 1}�" A812 � �-' � `, '� , BALUSTERS ?` � �!: "� � ; ( (RE: I.D. SPECS.) � f• ' / -�; .;:.�•�` a — - r/� VJ . � _ W ° V � � — - - - zo ' � wa EIIJNG TIMBERS I (RE: UPPR. WOOD TREAD W/ 1 " � LEVEI R.C.P.) BULLNOSE NOSING (RE: SittUC.) � �+ EXTENSION, � Q � TYP. I POSTS �D NEWELL � � � FIALL 'O 0 MADOD TOP RAIL W/ � BALUSTERS WRWGHT IRON BALUSTERS x � V NOT SHOWN '� �'�W �Tl A ,.•i FOR CLARIIY I M � �'� QI "" I � F� � � �p NFOOD TREADS. UPPR. LVL. EL = 10'– ' 1 /2" M'. rn � T.O. PLYWD. SUBFL \ \\\\ ---- - ---------------- [ ) � �/ WOOD w O TIMBER SKIRT BD. I � BALUSTERS COLUMN �P � ~ aT SHOWN (RE: STRUC.) I � W F CLARITY — — — — —� O � O ' — — r � � V � DN. � — � O '. � Q -�—EN SY ' � �' RE: PLAN � � I o Q owNS�voEVeiAe�aa '� WD. SKIRT BD. � G��E �� �� � �• - ' . . ' . . � VAIL RESORTS 11�. BASE � BALUSTERS � ��. (RE: INTERI�2S) D COMPANY T NOT SHOWN � • • • • - cn FOR CLARI � � � � � I . . . . . . � ' AVOI3, COIARADO w � ° � SLOPING C�G. � . • � ' � ' � I � nuaurecroanaooxu - ^ � _ M F' (WHERE OCCURS) I _ . ' • . • . , . M � 4�AH1Z � � , �,J — Q � �DETAIL _ �, UNIT B STAIR PLAN - MAIN _ LEVEL � � 3. _ � ._a� �+ , �2° _ , •_o- — ��� o�. ca�m� A—SiR—Ol .drrg MNN LEVEI. I � � MnsrnBr�xi�n EL = 0'-0° I Q � �N egicairrecr - I I I � I I 8'-0" HART � HOWERTON _ I i I DOOR r�emroax,nmwmwc (RE: PIANS) BALUSTER I I Q � 5 xoamoe��'�`�eerm.t.�.mc T SHOWN I 12 evoN. cowxnuo - 0 LARITY Q I L — � N Q 5'-8 � .n,�v.n,m., ,u»,-r.,r.. BNGll�Ea � 5 � e�cono�"aeuo�� � � A812 Q w � — civn..axcnvaca � —� ,II,�,"� °<t ecru��sNCna�rc uac p I r- � I Q vnu,cor.oxeno t,' � - - - - - — OO OW�D CLST. U a � - DA�E�DRSNE PROJECTN[JMBER: 20900.00 �- � B EY 0 N D � — — — — — — — — — — — — — - Q Q A B 0 V E a �` > w , — — q � — — ISSUE RHViSTON DATS a ° � o I� WALL% FLOOR , STNR SUPPORT � N — - - -- M I EDGE OF FLOOR � I , FINISHED I � (RE: STRUCJ � CONSTDOC 4 —0 FOR PSRMIT �.13.04 � I WOOD TOP RAIL � . I � BLDG. 2/CONST. 09.02.04 ��� 1-N � ° � o� BLDG. 3/CANST. 0924.04 � N - . . - �� M I — — — — . - � I I � j� — Q 09 BLDG. 4/CONSP. 10.11.04 � ( � — — — — 10 BLDG. S/CONST. ]0.25.04 ( — — , �6A/7A/8A/9A/IOA/11 � : � � � Q � �nL corrsr oi.o3.os y GARf�E LEVEL tO � - - - � �z ADDENDUM 1 07.72.05 �i . . � O ' — — — — — �j � t3 ADDENDUM 2 01.19.05 EL = — 12 —0 � ^ O I � �e ADDENDiJM 5 05.16.05 Q — — WOOD TREADS, s TYP' _ � ° - � �,4L" - CRAWL �I r- M I 4'–�" 3' 4" JZ" v SPACE � � ( :, � — a OPEN TO „ BEIOW � — — � � e /� M DN. � I L��� .}{ _ _ STONE �P Q WD. BASE � !� N �� � aQ Q (RE: INTERIORS) U N ITS A & B ry m3 ' =I I I=1 I I=I I I=I I 1=1 I 1=I I 1=I I I-1 I 1=1 I 1=1 I 1=1 I I=I I 1=�I I I I I I=I I 1=1 I I=I I 1=I I I- � o� R�:P'�'S � � STAI R � Q PLANS & DEfAILS � I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I ( I—I I I—I I ~ LOWER E� % —I I I—I I I—I I I—I I I—) I I—I I I—I I I'I I I—I I I—I ( I—I I I—I I I` =I I I I I I—I I I—I I I—I I I—I I I—` I WD. BASE II RE: PLANS m I I—I I I—) I I—I I I—I I I— I I I—I I I—I I I`I I I—I I I—I I I —'I I I—I I f—I I I—I I I—I I I—I I I—I I I—I I (RE: INTERIORS) A812 m y STAIR ELEVATION -- UNIT B UNIT B STAIR PLAN — UPPER LEVEL UNIT B STAIR PLAN — GARAGE LEVEL F_ 5 , ,Z� _ , •—o� Q ,�,�.� 3 , ,z- _ , �-o= �P�.a�9 1 , �z� - , �—o- ,�,.a.� 8 08 2HR SHAFT WALL 2HR SHAF� WALL �/ RE. P/A617 08 RE. P/A611 O8 2'-3}�" 4/4� � 2004 42�40 ARCHITECTURE, INC. � 43/4" 16 16 CONCREfE DECK BEYOND " CONCRETE DECK BEYOND 2•_3Y2» ,�� oE � �109,� RE. STRUCT. RE. STRUCT. �� Q ° h O PROVIDE UL APPROVED ",: '� PROVIDE UL APPROVED E R�l�![?AL SfA(ANT AT 2HR-3HR �+� SFALANT AT 2HR-3HR o . ° � TRANSITION � TRANSI770N " : : • a _ . ; ' : I JOr`�3 �V - - - - - - - - ' � n, . '^ ' � C � L r _ ,L ' � _ � _ _ Z L . ¢ ' I O � B / �y , _ 1 � . � ( 4 �v �` ` � < / ' L � ' � � � X � X � N _ /F`y �ti���S ' .L . _ � . L � . � � N ' i ' � ' _ _ _ __ _— � - _ _ _ _ _ _ _ _ _ . - �� . ' I � i i � � RE RATED DUMBWAfTER CONCRETE DECK � � � � ' ' � DOOR /wD FRAME, RE. STRUCT. � , RENSTR��ECK i i i RE: RESIDENTUIL PACKAGE � . c . ii / � CONCRETE WALL � � � ! rT� RE_ STRUCT. RNTED WALL , ------ , V � � � RE. D/A601 ( 16 � r F � w O SHAFT WALL SECT . SHAFT WALL SECT . M � UNIT B UNIT 7 — ENLARGED UNIT 15 — ENLARGED 16 � UNIT B ) �GARAGE LEVEL PLAN GARAGE LEVEL PLAN A � SCALE: 1 1 /2" = 1 '-0" � 4 SCALE: 1 1 /2» = 1 '_0» lO SCALE: 1 /2" = 1 '-0" �ct s SCALE: 1 /2" = 1 '-0� AFPG1 � ^ � F� O 08 5B w � � a8 �/ O ti w � 2HR SHAFT WALL �j V RE. P/A611 „ ��4" ` / S 2'-3}�2 16 � � \ 3 HR. RATED � � MAIN LEVEL ELEVATION W A � CONCRETE WALL 4 � �2• _ � ._o• A-UT-016.Mp w � � RE. STRUCT. PROVIDE UL APPROVED a W SEALANT AT 2HR-3HR 4 ° � � TRANSITION � o I X ..... .... ....... ...... ... . . . . ..... . \ " � F� �J.J � I W O N 4 ' _ � � _ _ . _ � _ O F, e — - -- -- --� V 3HR RATED WALL � \ � RE D DUMBWAITER RE. D/A601 � i i DOOR D FRAME II II 90 �IIN . II II � � � � � � � � � � � � � - / � �� ____ __J SHAFT WALL PLAN DET UNIT 1 — ENLARGED II I ) � � � � � 90 MIN. ��- � RE ACCESS DOOR Vn � � . RESOR� 15 UNIT A ) _ q 13 GARAGE _ LEVEL PLAN II II _ II I ) � ,, DEVELOPMENT SCALE: 1 1 /2 1 -0 APP61 SCALE; 1 /2 1 -0 AFPGt io \�- � � — � � ^-� COMP� sp `L,-3�p �w 16 II I ) 16 � 4 � I I � ARCF�IB(.TOFRHWBD „ � � I I ) A901 A901 II II 16 ■ � � �lJ ' '—��4� 6 0 ` . o " o � � � � _ � � --�� -- - '�"� II II II � GARAGE LEVEL ELEVATION �� �� J t/2" = t '-o' �-oT-oi.ewp 2�-�i2» �~ 16 � r� . � �� � - � n�nnam��c.T X � - - 9 i � � HART � HOWERTON ' N . . . I . . . NBW YORK NBWYORK 1 a — — — -- — v' I ° a . °d y pg sisucn�eLm�cu+� - ' A _ - . . - d I � g " - - - a � � . MON&O&@N8W'HILffiiGA�IL4.1NC a 8 a � evoN.coLOSnuo � . I A . I I � � VGr[�ANf('�i gg,�-�oN`�i � � w Y-B�� I � _ _ � 2 -7� evoi+.coi,onnuo X o � a � — � � �- �� I � � a Tr 2 HR. SHAFT O SIM DEfL. ' e�ra�a��.u�c veu,wwa�no N - (UNIT B) I - . v -- • — UNIT 9 — ENLARGED � 3 HR. WAIL I II ' I PROVIDE NECESSARY BLOCKING IN P PROJECENUMBBR: 20900.00 GARAGE LEVEL PLAN a ` II I � � � ,��� n,�HMEt�i� DUMBWAITER � 9 SCALE: 1 /2" = 1 '-0" A�t'Gt II II RE: RESIDENTIAL PROJECT ° X ISSUS REVISION DATS SPECIFlCATIONS FOR EQUIPMENT I 1 '-53/4" 2'-3}�2° 4/4~ 16 a II II . I II ( I DETAILS N 16 � FORPHRMfP 07.23.04 � n � 90 MIN . ( Z Cn ° _ I I I I _ i I � I I 05/06 CONST DOC 08.23.04 I UNIT 3 - ENLARGED -� REMRESI ENT1ALUP��E � GARAGE LEVEL PLAN '' � J � � — � � � ��D D�OR AND FRAME. � B�G. 2/CONST. 09.02.04 W ° a II II II II 90 MIN. ' 1 � SCALE: i /2" = 1 '-O" AFrGI R� RESIDENTVIL PACKAGE � BLDG. 3/CONST. 09.24.04 � ( I I I 9 0 M I N . � ( I I I 09 BIDG• 4/CONST. 10.11.04 90 MIN. 10 BIDC. 5/CONST. 10.25.04 i i � � II II I ( I II 2 TYP ; �MAIN LVL PLAN DTL. UNIT A Q�,�oNSr o,.o�.o� i i � II II � II II , �2 , o "-0T-0 b.aw' /� ^ D /�r6A/7A/8A/9A/l0A/11 4�4� 6" 16 N � � � FINALCONST 01.03.05 16 2'-3}� 1 '-53/4 » I I - - I �, O 08 • „ �2 2•_31i2•• 6» o _ a . 2'-7�' � is ADDEI�IDiJM 5 05.16.05 � , o ' " . ' ° ' a. . � - . . . .� 6 ,� 5 ` - a � � . d I � �� e � 'a ° � . . v , e :. ' ' � . - •< : a :. � _ _ . , ."� " � �� A9� I e. O O� �O� ��� OO e A d p d . . . . � . b . . I - ' I—I I I—I I I—I I I—I I I—I ( I—I I (—I I I—I I I—I I I ' ' � I � I ' a � . � � �a �� � ° � — — a eN O I �� � - ( I I—I I I—I I I--I I I—I I I—I I I—I � �—I I �—I ( I__ . a ( 41I� p � � 4 a a _ a_ 'a ' . a ' ' _I I I—I I I—I I I—I I I—I I � O X P I I " o � I—I I i—I I I--I I I--I I I—I I I—I I i—I I I—I I I—I I I < . ° q : I I I—I I I I I I I I I—I I I WALL iYPE PER X ���—���—���—���—���—���—� � �—���—���— .. a _ � . ' e . e o — � �—� � �—� � �—) � �—� � . N — — a . SHT. A67 7 � N � �—� � �—� � �—� � �—� � �—� � �__� � �—���—���—��� , " ° a _ _� - � . —���_� � �_) � �_���— — , .— .a. , ��_ � �_ ���_���_���=� � � � ( I . II-111=111=111—II ° =111=1II—III—III—I1I= —III— - =e a � DUMBWAITER —I � ' a I I I—I I I—I I I—I I I ° : � � . . a ���.I I�I I I-1 I I-1 I I-1 I I-1 a a ` � Puws, SECTIONS, I_i—=_—= I I—I I I—I I I—I I I—I I : � � �a a —I I I—I I I—I I I—I I I=i I I—I I I—I I I—I I I=I I I ° ' . —1 I I—I I I—I I I—I I I—I I I—I�I= a a � a a a � o . � � ELEVATIONS & DErAILS - ���—�i�_�i�-t � �—i i�—i►�—�i�—� � �—� � I 1=1 I 1=1 I I—I f I—I I 1=1 I I—I I I-1 . WALL TYPE PER TUNNEL � �T� ��R APlD FRAME, —I I I—I I I—I I I—I I I—I I I—I I I—� � � CON�UC. �/ SHT. A60 �' � ��� � � I � I I-1 I I-1 I I-1 I I—i►�_���— � _, � �_, , , A901 UNIT 4 — ENLARGED UNIT 13 & 14 — ENLARGED , , GARAGE LEVEL PLAN g GARAGE LEVEL PLAN �N SECTION DETAIL UNIT B � SECTI4N DETAIL UNIT A �B SIM . } 1 TYP . GARAGE LVL PLAN DTL . UNIT A 11 SCALE: 1 /2" = 1 '-0" �Fec� SCALE: 1 /2" = 1 '-0° A�� ` i /z' _ � '-o° a�o,.a.� J i/2^ _ � '-o° n-or-,o.awa '/z" _ � •-o� A-O T-O i.d w g � � NON—OPERABIE 12` MIN. Qc 2004 42�40 ARCHITECTURE. INC. � � -- 1 WINDOW. TYP. RE: MFR. (RE: WINDOW QF (.Q1 �' ' SCHEDULE) Q,'t�. O�(: - •, �n :, COPPER ROOF � ; �'` `•'� � r� � rs � � CAP—DESIGN VARIES I CHIMNEY LOCATI�N �-J E. • ° • - �-' �•L (RE: ROOF PLqN) vARIES (RE: ROJF � � Q JC-:`: ' ���J FIREPLACE P�) �`�" ! I �� '�� �R�� Q � � TERMINATION CAP --� � � HORIZONTAL li� �;,,`� Q � � VENT PIPE —� � I �� S n, ' \•� ' RE: MAN F. CHIMNEY LOCATION ROOF FRAMING � 1 nBOVE I � � ,,(, / C H I M N E Y I O C A T I O N � � VARIES (R E: R O O F I VARIES Q __ � ( p�� (RE: STRUC.) so�r VARIES (RE: ROOF � S T O N E V E N E E R, �� � coNnto� aox P L A N) � � �. 0 (RE: R.C.P.) I (RE: MFR.). � � ROOF FRAMING � � CONTR� BOX ALIGN BTTM. W/ � I ( VARIES � J I (RE: MFR.), � SIDE WALLS TO ( TOP OF ADJ. WD. I I � � / / TAPER. TYP. AUqJ BTT►!. W/ STONE VENEER. I BASE (RE: STRUC. t / (RE: INTERIORS) I I � I I / � � TOP OF ADJ. WD. � TYP. ( 3 � � I I BASE , ��� � _ I I I I I I � NTERIORS � 1 '- 11�" y�T 7o ERI $I6� I t - 11 � O ROOF W M,.� I I i i ENG. TRUSSES No�: ni�s uNir HOTE: VENTING CONDITION (RE: STRUC.) � � Q� E� IS DIRECT VENT. E . EQ n � SHOWN DESCRIBES ATTIC I BUILDING 1 ONLY. � � � I I � /' // _ PROVIDE dt � ^ : � I I ROUTING PATH VARIES - � � = /� /� �z�' � tO � g MANUF'S SiEEL r � . (I� ~ � - \ COORDINATE W� CHIMNEY I I � / a � r � a STUD FRAMING � M [•.1 � .:. v . _ � � I I LOCATION, ATTIC FRAMING I I ; .= ;: ,__ . ,, .. _.. . -� .: _;_ . , ,:.:< ` FLUE EXHAUST i � �� � o KIT. � � Cn � CONDITIONS & MFR. I I PATH VARIES � / g ( LL � \ � \\ � I I— - - - - - - � I I BEfWEEN CEILjl�G /�Q � � I � � V \ � � AND CHIMNDf + I � - � ON ROOF / / � � _ �- o � � � � = Q � � �- I_ _ _ _ _ _ _ , ,� � I A� �; � � � � W � � I � � _ = W � •� �rnc � � /� / `r I ot = c� 5 � i �o � ' " � � �� MAINTAIN E� � I I . // 5 in i• � OS � � �a F�I / � i W I I REQUIRED � � � � r � AsoS i = ( I r ' z CLEARANCES T� � � � a ( a v � COMBUS7IBLES ( � I Q ( w O � I I PER MANUF. Q Arnc I I I � �`." � � a � I I ' � � II I I I ! I I j �— � � � L _ � "' O I � I I ( I NOTE: SEE INTERIOR I � I I L ^ fO FAMILY ROOM [ � I I DESIGN DRAWINGS FOR ( I � � uv�NC Roon� r/ � I I I I I I I MATERIALS AND I 1 — — — � — — � � DIMENSIONS NOT I I � ( I I I I I I PROVIDED BY ARCH. i i I I � � � I I � I I I OWNBH/DBVBIAPBR ONLYRING � SIDES I I � II � � II (RE: INTERIORS) � � � � UNIT A F . P . PLAN — MAIN LVL . UNIT A F . P . PLAN -- GARAGE LVL . vAU. xESORTs � � � � � � 4 � �Z- _ � ,_o., ��o:.� 2 � /z° _ � •-o° '�°4.�"9 DEVELOPMENT _ ---- --- �-�---�- -�--�---�----�-� -- --- - -- ---- - - I '- ------ ----------- - ----- - ---- -i- ' - - ----- ----- --- , vp ,��xnno I I I I I I I I I I I I � GRID ��� II � � I I 0 II � � � � � GRID II I I II � � i � � � - t -, � �� ' � � R. . I I ♦ I I �� CONFl RA o�r� nRiES � waLL �ocanoN ac I ■ ,/ CONFlGURA710N VARIES ��� 0 FRAME I ! � � I I � (RE PLANS) (RE: PIANS) �. caaado DIMENSIONS PER ' MANUF. I ( � I I � STONE VENEER, SIDE WALLS TO un.s�riaNr�ert RE: INTERIORS) � CONiFtOL BOX D��M�� � � � � TYP- FIREPLACEANCE � � � . � � � � , 3 � CoNnzo� Box Q TAPER, rvP. � I I ( I � � � I A4 � �J (RE: MFR.), _ ( — _ I I \ / ; i i 7 - 113� RE: INTERIORS (RE: MFR.), HART � HOWERTON TOP OF ADJ. � � AL1GN BTTM. W/ �wxoe�c.�evmwc %S� 3 ,Q 8�OF ADJ. WD. I I I I BASE �� I I � I I I I EQ. EQ. � �SED HEARTH � � RE: INTERIORS STONE VENEER, I � �— � � �8 6" RE: INTERIORS MO1'°tO���� � wstrt. eo�. � I I � VENT TO TYP. RAISED HEARiH ��n,�.N.. � � I I � uvwc rsoo►� ROOF _ (RE: IN7ERIORS) MB��� ' ' VENT UP THRU evor�,cor�no r � i MAIN LEVEL N � FIREPLACE CHASE Q �� l - � 1 I � g � � woo� ANTEI _ WOOD MANTEL �"�''�•� 1 I I ' � a � I I AB Z : l ae HORIZONTAL VENT � � � � G�A� ��L ~ � � I I � � � � (vEr,TPro RooF) � g = � I : IN�oRS) rxoJgcrxcm�ax: zosoo.00 TAP RING � SIDES WALL 1 I I 1 I I I I ON I I � I I � � � I � � � � ISSUE RSVISION DATfl I I� I I I I (RE 1 RIORS) \ � I I j I I , � 5 I � = I I � o� coNSrnoc I � � � � � � c-Y o — � A905 I � o z a I � � FORPSRMPf 08.i3.04 II I STO FIREPLACE � I (RE I ERIORS) � � � ( I � 1 I I I � � � I � `� � `'� � —i � 5 � � � � sinc. a/coxsr. 09.o2.oa I I � I I � � s tO �* nsos 1 � s � s�c. 3/coNSr. osaa.oa uo � � � 1 � � 1 � I i 905 � I ( OS � � � = � 1 I I 1 � I Q sLVC. a/coxsr. ioal.oa > I I � I � � � � I I � � � � � I � io BLDG. 5/CON5i: io.u.oa I � . � I � � � � � � • �' I I `c� � �6A/7A/SA/9A/lOA/11 I � M � ' M � NOTE: THIS UNIT ( I I I z +_ � � 'fl / _ J � - -� R0IADECT VENT. FINAL CONST 01.03.05 � � FA4N.Y ROdA � > , FANLY ROOM M�U�,S W� Qz ADDENDUM 1 01.12.05 � , I I � LIVING ROOM fAMIIY ROOM K�D FRAM�NG QApDgNDUM 2 01.19.05 � ts ADI3ENDiTM 5 05.16.05 � ' ■ ■ � � � � � � � at�w� sr� la I< «u+w�. sr� % � uN�T A ° ° uN� e UNIT B F . P . PLAN — GARAGE LVL . , < 1 ,/2" _ , '—o" erro,.a�.y � a a N O ° NIT � �� 14 �U F . P . PLAN — MAIN LVL . B U N iTS A 8c B � � � ; • � , i2- - , •-o' AFP03.dw9 NOTES : ; 111=111=111=111=1 8 1=111-=1I1=111=1I1=111=1I1=1I1=111 III _ � " + ` - 11=111=111=111=111=1II 1 . REFER TO INTERIORS FOR FIREPLACE FIREPLACE =1I I=1I I—I I I—I I I—I I I I I I—I I I—I I I—I I I—I II=I I I=I I I=1I I—I I I=I I II— I=1I I=I I I I I I -I I I= I I= I�I I I=I I I=I I I=1I I—I I I= FINISHES , DETAILS & VERTICAL DIMENSIONS . ' I I I=1 I 1=I I I=I I I=I I I I I I=I�I=1 I I-I t I=I I I-1 I I=1 I I-I I I=I I I=1 I I-1 = - I- I-I I 1=1 I I=1 I 1=I I I=I I I=I I I: Pu�NS & EL�.vATION m =1 I 1=I I I—I I 1=1 I 1=1 I I I I I—I I I—I I 1=1 t 1=111=1 I I=1 I 1=1 I I—I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I I 1=1 I 1=1 I 1=I I I-1 I I�I I I=I I I—I I 1=1 I 1= � DIAGRAM � � 2 . REFER TO MANUFACTURER 'S INSTALLATION % MANUAL AND SPECIFICATIONS FOR FRAMING o DIMENSIONS , CLEARANCES , VENTING A905 � UNIT B F . P . VENT ' G DIAGRAM UNIT A VENT ' G DIAGRAM UNIT B VENT ' G DIAGRAM � 6 a�e° _ , �-o° ��.a,.� 5a 3�8- _ , ,_o° ,�o,.a.q 5b 3�8� _ , •_o- ,5�,.,„,, REQUIREMENTS , ETC . m m U 6 1VtECHANICAL LEGEND OO 2004 42�40 ARCHITECTURE. �N�. �- �� �T�T ��' 2l. DEFINITION& ( NOT ALL SYMBOLS LISIED BELO�V ARE BEING USED IN THIS SET OF �IECHANICAL DRAWINGS ) L UNLE3S oTHElaW9E NOtED. TNE u101Q1C DESGRIBED oN P�... , � TF� PLAN3 AP�D � STRUG7URE DUGTUIOfdC 15FWLL �E AI-�DL TI�TO A TFI� DEFMITIONS OF DIVI510N I AND 7NE gq�r'9Ay .,� � ���- SYI�BOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPiION . . �, �1 V SPECIFICATIONS SHALL INCLUD� TFg RJIaJISNMYs AND CpNp�T10N5 OF TNIS SPEGIFICA710N AL50 APPLY W � � � � IN9TALLATION OF Al1 LABOR M1D MATERIALS g�G� �XGEPT W� �?I$F�U�SE SNOU�J. O • J �� rEGE95.4R'r FOR CO�'�PLETE AND oPERATIOrwL NvAG, �5. INSTALL ALL EGk11PMENT AND MATERIALS M ACGORDMICE TD THE DIVISION 15 AND DIvISION I'7 cOMRAGT ¢ ; a FIRE PROrEGr1oN AND pLUriBING 878TEM5. WITF4 MAM.FAG7IJRER'S RECOra�NDA71oN6 uMLE55 B. 'coNT�cr pocur�ErlTS' CoNSrIME T+�I'e HVAC: PIPING: PLUMBING EQUIPMENT o ;� ca�tR.acTOrz SHaLL R�adlsN T+�Se evEN I� It�S � � REaul� TO AGHIEvE THIS CIE_ OFF9ET.°r, SPEGIFICALLY II�IGA7ED OTNERNI5E oR u�� LocaL pR,qwmK,s, DIFFUSER- ��. ��W ~ copES oFt �w.ariaas TAI� PRECEDPNGE. SPECIFICATIGN$, �.4L cor�iTloNS, F�2oJECT � �E}'-- EXISTING PIPING o o.,,,.r' ��qT� � ��� ��� �� R 4-WAY THROW �� HB HOSE BIBB �O� MAIJUALS, ETC., PI�P.4�D BY �NCsINESR (OR GLEARANGEB, ETCJ ARE NOT BPEGIFIGALLY BHOLLN. �b. PROVIDE M�ACTUrsER�s RECq�ED sERVicE orfER D£51GN PROFESSIOrrAL M ASSOCIATiora � REFRIGERANT WH WALL HYDRANT c�awu�ce ALL AROUJD ALL EaIJIPF'�NT REGIUIRING 3AME. WITH �tr�e� Faz cormzacrorrs ei� orz DIFFUSER- RS RS SUCTION 2. DAra �ivEri orr nE � Is as AccuRaTE A3 cou�D coNrR,qcro�za r�c,orl.otlon� wlt�+ naE ou��x 3-WAY THROW 4 SA SHOCK ARRESTER eE sECUr�EO- n, p�ovipE r-oR S.�E cor�ucT oF r� wor�c ca�u� T� DivisloN � .orw n �wawlr�s a�o RL RL REFR�GERANT A650LUTE ACCURACY 13 NOT GUARMlTEEP AND TFIE �h1pvA� ,a•m DISP�obIT1oN OF HAiERIALS AND PROTECTION SPECIFICAT1oNS PREP,4RED BY TH£ ENGINEER � � DIFFUSER- UQUID � Fp FLOOR DP,AIN CONTRAGTOR SF6ALL OBTAIN .4rip vERI�' exacr 2-WAY THROW oF PROPERTY WNIC++ IS ARE NoT CoNS7RUC71oM DoCU'1ENTS. i RHG RHG REFRIGERANT LOCATIqJ3, I"EA�, LEvE.�s, SPaGE ro REMAIN urmlS7uRBEO. T �- DIFRJSER- HOT GAS � FS FLOOR SINK �. ^ �QUIREMENTS, POTENTIAL COt�LICTB WITH OT3$R C_ 'CON87F31GTION DOCIAMEPITS', 'CONSTRIGTION V J 'tR4vE9, ETC. aT THE S�TE aMD SHALL �g. praovlpE accE55 pooFZb FoR aLL Eau1PN�rtr, vnLv�S, D��,•, ,y.�p T�� LINEAR SLOT TEMPERED HOT 9ATIBFAGtORILY ApAPT HIS UIORK TO TNE AGTIAL �,4Nq1T5, AGiLL4TOR5 AND CONTROLS UMICN REQUII� SIMILAR TEIZMS �'OR DIvIS10N 15 AND DIvIS10N � 2-WAY THROW 140' WATER: TE�IP. I�- FCO CLEANOUT FLOOR w C��IT��$ � � ��. ACCESS FOR AD.1U371MEN7 OR SERYIGINCs AND WNIGH Il p�pRIG F�fER TO INSTALLATION pIA�RaMS, AS� INDICATED ARE LocArED M mHERWSE waGCESSIeLE Loca7ima5. SHOp Dw>wINGS aMD cooRDMaT1oM DR.4whJGS � RETURN OR WCO CLEANOUT WALL 3. TF� DRAWINGS ARE DIACaRAMMATICAL M NATURE AND • CW suaLL Mat' eE SGaLED- T+�r sE�au cER7AM Purslc.al. PREPARED BY rNE coNtR.aCrae uS�MG r+� DE51GN IX�ST AIR DOMESTIC 0" A FOR EGlUIPM�Ni LOGATED M 'ACCE9SIBLE INTENT MDIGATED ON TF� ENCsR�ER'S CONTRAGT RELATION5NIP8 WHICN M0.JSt BE ESTABLISHED WITNM LpGp7�pp�g• e�{ qg DOGIJMENTS. TF�ESE 9PECIFIGATIONS D£TAIL TF� COLD WATER � TFl£ DNISION 15 LLIORK AND IT9 INTERfACE WITH � SUPPLY GRILLE • • HW 'k DOMESTIC � M METER: GAS (G) O LAY-IN GEILIN65: LoGATE EQUIPMENT To r�.1TR,qG7pR�8 �SPON3�g���TT FoR HOT WATER _r OR WATER (W) r�., a oT►$R uIORIC ESTABLISHING THI6 RELATIONSNIP p�pylp� ,qpEQUqtE g�R�•ICE GLEqR,qNGE �R 'EWGMlEERIMCs Blr coNtFtACTOR' aND FoR RETURN OR * QOMESTIC HOT w M TF� PIELD I8 n� Exct.uslve r2ESPOrislBiurr �,e,� nawraar� uxtNOUr r�ov1� �P,qRa,rlav oF CONSTRUCT1oN DoaAhENtS. EXHAUST DUCT HW� WATER CIRCULATING � P CIRC. PUMP � OF TuE CONTRAGTOR THIS DIv1510N SEWLL ARCNItECTURAL. ELEG1RIGs1L OR SANITARY WASTE GOORDMAIE ITS U1CXi1G UJITH ALL DIVISIONS OF TF� STRUCTURAL. ELEMENTS SUCH A5 TF� GEILMCs D. 'CNY INDIGATES 'NEW' EQUIPI'1ENT TO BE P20vIDED ��S/W��� SAM � � WOpK ANp ApJUgT ITg WORK AS REQUIF'�D BY TF� $t�PORT SYSTEM, ELEGTRIGAL FIMU�S, ETG. UNpER TNIS CONTRAGT. ABOVE FLOOR �iL � pLUMBING VENT � n O acTUaL. coNOITIoMS oF 71� PRO,lEC7. �MAL nqINTEwaNCE• INCLUDES, Bur 15 NCr SUPPLY DUCT SANffARY WASTE THRU ROOF � ^ UAL. A THE CaNTRAGioR SNALL v181T THE SITE B�oRE LRIITED TO, FILrER CHaNGIN[s, csREA81Nra oF � � SAN � '� �N BELOW FLOOR � � eEarz�r�5• �MG P/r Poars FoR E. 'CEY MD�CATE8 'Ex15TING• Ec.ul�r ota 51rE wuicu MAY � STRAINER W/BLOW-OFF � � 9�MInMG A p�gg{JR� OR 7EM�R,q7l�E t�A51�EMENTS. OR MAY NOT I�ED TO BE RELOGATED A5 A PART OF TF415 WORK STR � (� � �ID 7o BECOME T►iOROUC�HLY F.a-nLIAR WI1H t�ERVIGIrK, coNT�L v,a�vp5 ArJD sEFZVIcIrKs , �„ SUPPLY DUCT - - --V- - --- V SANfTARY VENT � VALVE & CAPPED CON7R.OL PANELB. F. 'CIZJ' INDIGATES EXI871NCs EGMIIPMENT TO BE I�LOGAiED as DOWN HOSE-END CONNECTION .�.� � O THE AG7uAL COND ON3 OF TFE P20JECt PART OF THIB UIOrdC � � � 0'- ELBOW UP , Tg 7}{RUST BLOCK B_ CERTAM SYSTpM9 REqUIRE ENGINEERNlCs OF �9„ MSTALL4TION GUIDELINES_ . V MSTALLATION A PIPE IN3TALLATION� pETAILS 6Y CONiRQGTOR. WL.ES6 R1LLY Cs R1RN�5N� P'�ANS TO 'SUPPLY' AND USlL4LLY �FERS TO AN i REIURN OR C ELBOW DOWN p � ` L ALL pIPhJCs SHALL B� ADEGIUATEL7 IrEtK oF EGtuIPMENr. , , IXHAUST DUCT -�_ T� �p 2 WBF 2" WASTE BEIOW FLOOR w � � DETA{LfiD IN T4� CONTRAGT pOqT'�NTS, °.�IKA� ENCsINEERINCs 18 TF� EXGLU81vE BUI�W W�Cs SlRUG76�� TO PI�vENT H. 'MSTALL' I"�ANS TO '5ET IN PI.AGE, CANN�GT ANp PLACE M D�N `^, TEE DOWN V VENT �sPONSIeILITr oF TuE eorrtw�eroix sa��, p�rir�. ywa,YU� pR a,�LL o�eqrlorioL oRpER'. 4 SBF 4" SAN BELOW FLOOR � � � DISPLACE�NT BY hIE4N8 OF 44ANGER9 nND �� ROUND DUCT PIPE CAP OR c. iT is r++E conirR,ccror2�s r�sPavsi�iLim SUPPORTS. PIPINCs 18 NOT TO eE i. •�aovl�� r�avs To t�l5ra .arm rt�sr,aLL�. : � DOWN � PLUG (' � V� ro �ETEraHIr� su�oizrEO eY �qulR�r_ FIRE PREVENTION \�� �i WFERE CLEARANGES AI� LIMITEP, AND UIF�RE 2. PROVIpE DIELECTRIG IR�IIONS BE7WEEN J_ 'EQUIVALENT' MEANS 'MIEETS THE SPECIFICATIONS OF THE �---- EXISTING PIPING I�+ ��ar�lTl �� �sc+�ro�rl�, �� R -�NAME EXISTING SPRINKLER D1381MILAR RE�EI�NC£ PRODUGT OR ITEM IN ALL 51C�IIFIGANT ASPEC:TS.' MATERIALS. SIGNIFIGANT asPECrS sEtat.L eE as �ETE�z-tln�p BY hE ROUND DUCT EXISTING PIPING � HEAD TO REMAIN W O DRAWINGS MA7 EE REpJIRED. ?4� CONTRAGTOR 3. PROVIPE MAhAIAL AiR vENtB ANP ARGaIiEGT/�NGINEER UP -- � 1� 9NALL PREPARE ALL SUCH GOORDINATION �qppgp ��_� --�NA�AE)------ TO BE REMOVED EXISTING SPRINKLER DRaWINGB A8 PaRi oF 74E eASE CoNiRACT. DRAINS WITN 15oLATION v.4LVES AT -SA - SA SUPP�Y AIR DUCT ������ GW GREASE WASTE � HEAD TO BE REIOCATED 3UCH DR.4WING5 MAY BE SUBMITIED TO THE p�p�NG µksH qPlp LOW POINTS. K 'UIORK BY OTHER(S1 DIVISIONB'3 'RE: DIVI910N,' ANp �++�'�T��� � �G� � �T d. uELD Ph'E W accoRDaNCE unTH SIMILaf2 ExPl�sslou5 r-�EaNS Wo�ac ro � P�p uNVER --EA - EA EXHAUST AIR DUCT � EXISTING SPRINKLER O (A7 T}� CON7R4GTOR'S OPTION). qpp��Gqg�g CppEg qNp THE CONTR�4CT DOClP1ENT5, BLLT NOT NECE85ARILY UNDER TF� --OA- OA OUTSIDE AIR DUCT �- F FIRE HEAD TO N LOCATION NO ExtR�45 UNLL BE ALLOIIFL7 DL� TO LAC1G GF STANDARDS. WELDERS SHALL BE CERIIFIED FOR TYPE OF DIVISION OR 3EGTION OF TI$ UIORIC ON WNlcu THE NO7E -[ZA- RA REfURN A1R DUCT NEN! SPRINKLER HEAD � � ��� pE�p. nPPe+n�s, tT IS TF� CONTRACTORS 50LE tzESQaaslelLlrr To � NATURAL GAS OA TO MATCH EXISTWG �ou�E� oF Ex15Tlr� corrorcloNS, 5, FLUSU ouT PIPIr� arip REnovE coNmoL �v�s � ��� T+�+E a+o�ac oF r� cor�T�acr eEru,Et� HISn� -TA - TA TRANSFER AIR __Mo-- MG MED. PRESS. �. COORDMATE AND ADJUS? ALL WORK BETU�EN TRADES SY�vAL1�5�T0 130LA1E 9EGTIONS Uk�l� 'IEST Cl.AI�I�ION 13�IREDT CoNSUL AT faGHITE�/ENCsINEER IB£FORE DUCT NATURAL GAS S1fMBOLS AND EXISTINCs Pf�9$UZE PXGEED$ YAI-VE PRE89LLRE R4TINCs 9UBMITTMG SID. 1-, coN�lrl�s IN oRDER To acca-i-iPLISH a r�n7, pRESSURI� ptPMG AT 100 PSKs � LEacaraE is � IIII FLEXIBLE DUCT eF F_ � EQUIPMENT DESIGNATION INTEGRATED M!D �FIGIENT M5T.4LLATION. pgg��p p�Q � 7Erry�ER,q7�#�E �gq1Ep pl�gguRE L_ BY It.FEIZENCE, ANY �LC£ TO A 'CONTRAGTOR' OR •51�- � CONNECTION ExAMIr� 7HE CONtRACT DOGUMEM'S OF ALL TRADES D�P EXCEEpS IR. OF TEST pFtE55URE, REPAIF2 LEAK3 AND C�R�G70R' MEANS TF� EN71TY WNIGF+ HA9 GONTR.4CTED WITN THE � VALVES: owN�/unv�nrmc ��sT °wn�R �orz n-� wowc °F n�E co��acT podr�xrs. �y GATE VALVE BB BASEBOARD CAI_L OUT tEG., 1'F� aRG�ITECTUR�nL REFLECrE� cE1L1NCs � PLAN, ELEGTRIGAL LKaHTMG PLAN, FIRE PI80TEGTION M. 'ENGII�ER' I"�ANS TI$ pE51GN PROFES510NAL FIF�'7 UINIG-I 4b45 VANED ELBOW � VAIL RESORTS PLAN, ETG_) PREPA�D 7�sE coNtRACT DOG�NTS. ALL l�STIoNS, x,� CV CHECK VALVE O FLAG OR SHEEf NOTE 6. PROVIDE °.�PORT lMD6R 6LBOW8 ON PUMP SUCTION M1D °��TT�g. £TC. OF THIS DIYIS�ON SHALL BE ROUTED TO PRESSURE DEVELOPMENT COORDINATE NEGE89ARY EQUIPM�Ni. DUG7WORK AND pif�lAM1�iE LMES_ Tl-E ENGII�ER ITFIROUCs+� PROPER GONTRACTUAL CHMWELS). MANUAL VOLUME P� PIPING LOGATIONS SO THA7 tF� FINAL IN57ALLATION 15 �, ,q�L sTRAIhER3 SH.4LL BE R1RNI3HED WITH A 'ROtJGHMCs' ►�yp - DAMPER WITH REDUqNG VALVE OI DEMOIITION NOTE COMPI�NY GOMPATIBLB WiH THE MATERIALS 28_ 10EEP DEMOLITION E p1TTMG TO MINIMI,9'7 REQUII�D FOR PROpER Scr�Er� Mlp TUlO (2) S�1S FOR NORIMAL OPERATION. LOCKWG '4� E�l1�P� G� 1'►� �-ER TRADES' INSTALL STR.4R�R WiTH IaoUC'aFIINCs SCREEN AND oPERATE ����� � �' GLOBE VALVE AVON, COLORADO QUADRANT e- POC POINT OF CONN. BEfWEEN SYSTEM POR 24 FIIXJR3 MINR'MJ'1 CRW DOh�3TIG watER --0� GLV (STRq�GHT NEW AND EXISTING A5 I�GE99ARY, PREPARE 91-IOP DRAWMUS POR BE �SPONSIBLE FOR ALL CUTTING AND PATG-IWG t�GE85ARY FOR .vu;EVnusa+a�tcow INSTALL.AtION OF ALL NEW IUORK BEFORE gYSTEMB AT MAX FLOW FOR A MMIMLA'1 OF ONE HALF TFIE GONIPLETION OF THE WORK PATTERN) � ELkI/ATION MSTALLATION TO vERIFY COORDNATION OF UlORIG lV2) NOUR REMOYE R01JCzF11NCs SGREEN AND M57ALL 6 NORIAL SCR�TI, /lFT�R TWO IUEEKS OF NOI�'IAL OPER4TION Mp MOTORIZED BEnuEEN TR.4DE5 �T�� � �,�� � No GUTTING (NOT 3FIOUIJ ON 1'1� GONiRAGT DOCUMENTS) a,Nru1 BE DAMPER GLV GLOBE VALVE DN DOWN :� , �,� DoNE u11Ti-ioUr T+aE AQPROVAL OF THE ARCUITEGT AS t0 LoGATIONS, (ANGLE PATTERN) TOD TOP OF DUCT (A.F.F_) S. REFER TO T+� ARGNITEG7URAL DIYISION FOR EXAGT B. DUClUIORK IN9TALLATION METHOp M1D EXTENT OF T+� CUTTMG_ LOGATI�I OF L SEAL ALL SEAM3 [LONrsITUDMAL Ah1D 7RANSVERbEJ AIR BDD � BUTfERFLY BOP BOTTOM OF PIPE �� ALL vI51Bd.E PIXTURES, EQUIPMENT AND AIR TkaHT URTH HARDCAST NO. 6ml NON-HARDENINCs, ELASTIC 29, REPAIR ALL ACGIDENT4L OR INTENTIONAL DAMAGE TO MATGN gpp BACKDRAFT B� VA�VE q� ABOVE FlN. FLOOR p�, �� pEVICEB. SEALrWT OR EpJIvALENT. �XISTINCs GON5TRIIGTION 1U17N NO NOTICEABLE DIFFERENCE IN DAMPER L DUGT DIM�NSIOMS ARE MSIDE CLEAR. cONTINUITY, APPEARANGE OR ti9�GT10N. NTS NOT TO SCALE A FMAL LOGATION OF ALL Tl$RI903TAT8 M FMIbF�D 2. DIFRJSER t�dC SIZE IS SAh1E A5 FLEXIBLE DUGT 51�. BV BALL VALVE Mnn��nrws.,-sn 3PACE5 AND ALL 3. WLESS o7NEpW5E NoTEp, ALL GNANGES IN DIRECTION 3m. IF INABLE TO oBTAIN WIT+IIN 90X OF 7HE REG1u1RED cR'I EXISTING ARROW INDICATES � ROOM AIR SEN50R9 3HALL BE AS I�IGATED ON THE SHAL.L BE MApE WITiI R,QpIUS ELB01119 WTF117MIU8 TO QIJANTIT�S M ANY 7ERMINAL UNIT, AIR DIFFUSION DEVICE, BRANG-I OR DUCTWORK NO DIRECTION OF FLOW n�5tcartaair�c,7 ARG411TEGTURAL DRAUNNGS. IF NOT SHOIIN ON THE CENTERLINE EC�iLIAL TO 15 DUGT IWDTFL MAIN DUGT, NOTIFY ENGINEER IMMEDIATELY, THEN PEF�OIZI'1 A VISUAL CHANGE � GC GA$ COCK � pRCH DOWN HART � HOWERTON ARGFFITEGTURAL DRAU11NG3, FIELD GOORDINATE WTH 4 UA$RE �(�Il1�D FOR SPAC� GON9'I'RAiNTS, PROVIDE MSPEGTIGN 4P]p/OR P1TOT T1�E TRAV�RSE TO IAENT�1' THE SOURCE OF ArdCHITECT PRIOR TO IN57ALLATION. �'717ERED ELBOWG uqTH 7uRNINCs vANES A3 FoLLOWS= i�E OBSTR►IrT10N. REMOVE T�-E oB5TPa1�71oN ANp RE-BALANCE. py PLUG VALVE hh�W YURK,NHW YOBK q, FoR pUGr WIpT�.�e pp 36• pR LEgg, pRpy�pE ---- �{ EXISTING -�i� O T THERMOSTAT MANI�AGiURED 51NGLE WIDTH TURNING vANEB, W'rN ___+ DUCTWORK TO HOSE END EL£C7RlCAL COORDh�ATIOI� NO TRAILING EDGE9 AND SPAGMG M ACCORDANGE --- � BE REMOVED �'N �V snu;clva,u.�ma�u - WITH SMACNA DUGT GON57RI1G710N STANpARDS FOR DRAIN VALVE O H HUMIDISTAT �o���n« �gq�,,��� 'StANDARD SPAGING'. LOUVEI� ���,��DA^°° Im, veW�t' n�E E��crWCAL sEFZV�cE r-�eovipEO sY r� e• usE �oueLE tH�CKNE`v5 IAII�OIL) BLADES wit'H SOLID STATE Dou FlRE DAMPER TEMPERATURE S S ?nxau.ncn,.r,.ec.-,a,cn,, twcna�nc ELECTRIGAL CON7RACTOR BI�ORE ORDERNG ANT TRA�LMG EDGE9 FoR DUC7 WIDTH3 Cs�A1'ER 7HAN 31. ALL 1"�CNANIGAL LoUVER9 LOG47ED ON £x�R10R W.4LL5 SHALL BE � FD (� � �2 HOUR � SPEED CONTROLLER �Eet�cn�n��s,�atc �atc MECNswICaL EawR�r r�au1R� PLECrR�ca� ��• �� '� ���S��b � '�'��T�G�� ����' '� � UNLESS OTHERWISE TPR PRESSURE O nvoN, co�.onnoo CONNECTIONS. 5. ALL PLEx18LE DUCTS SHALL NOt BE LE55 THAN 4', NOR TO t�CNANIGAL REGkAIREMENT3 1�G71,IIRED LOUVER FREE AREAS .4RE NOTED� REL.IEF VALVE �L 2 SMOKE DEfECTOR CzREATER TNAN p3' IN LENCsRL pJSTALL FLEXIBLE INDIGA?$D ON pIVIBION IS DR.4WINCsB. IT IB TI� RE9PON91BILITY OF �-�����-t�iNF.fiR DUG1UlORK 5ilGH TF1�4T= THIB GON7RAGTOR TO GOrFIRM TNE I�C�UII�P FREE A�A HAS BEEN � n�rm-erl.cn�uac.uac. A MWIMUMI ovER.4l_L LEwsTH oF 3D, SrRaK�Hr Wro PROVIpBD PRIOR To co�crloN To 7Nat LouvER FlRE/SMOKE GENERAL _J�� UC DOOR UNDERCUT vnu, co,.onnno II. PROVIDE FtKaFI �FIGIENGY MOTORS lU17+1 LI5 �p� p� Dh�19ER DIVISIQJ 15 SNALL PR�OVIDE ALL LOUVER PL£NI�'18. O �� DANIPER ( 1 1 �2 � sERVICE FAGTO�z oN ALL Ecxllr'1"ENr• MoraRS B. MaxlMl,l1 GF t35 DK+REES cF TorAL TuRNIMCs IN HOUR UNLESS 1 "' 1 NO• DEiAIL SHALL BE GAPABLE OF OFER4TING CONTIN1d1SLY AT ��� LENGTH OF AEx�BL� DUGT t,.ONg7�1GT10N YENI,�LATION� MARKQZ �E� (E� EXISTING 1m5oF uNDER Joe-SITE c.oNDlTloris aND ALrhruDE_ c. MINIMUM TUFLVING R.4DIU8 OF R • I.s�. OTHERWISE NOTED �St---- SHEEi PROJECT NUMBER: 20900.00 p, ��, 32 WHEI� Ex157MCs OR MEW MECNAPtIcAL 12. UNLE55 NOTED OT►�RWI9E, ALL MECNANIGAL • D = FLExIBLE DUCT DIAMEI'ER 8�'g1�$ � �� /�� � LOW PRESSURE � N � (N) NEW LS$UE REVISION DATE EQUIPM�NT 5WU-L BE PROVIDED WITH HOA SWITGH • R • RADIUS OF TUfdJ AS MEA5l11�D TO FOR TEMPORARY VENTILATION OR CLIMAi� - V X LEffER SECTION AND STARTER COMPATIBLE WITN EQIJIPh�Ni AND CENTERLIFF OF DUCT_ COMTROL, MEGFlANIGAL EGlUIPh�NT IN3TALLER SHALL FLEXIBLE DUCT X SHEEf MARKER �_ R� � (R� RELOCATED BhiB SY81'EM. STAR'T�RS 9F�IAl.L BE PROVIDED BT PROVIDE GONSTRIIGTION FILTERS. MAINTAM p¢ CpNy� � DIVISION 15 UNLE35 IN A MOTOR CONiROI b. RETURN AIR PLEMJH. THE HYAG SY5TEM WI�L USE TF� EC3UIPMIENt, AND CLEAN, ADJUST AND pIJT IN NEUI CONICAL TAP `�� GE7J7'�R ALL DI9CONNECTB 9HALL BE ii1RN15HED BY °vPACE A80vE THE CEILINCs ON EAGH FLOOR AS A REIURN CaJD17tON B�FORE BLLILDMG OcCUPATIGY. pARfB DIvISION Ib_ AIR PLENt9N. GONTRAGTOR 9HALL CONFOI�I'7 TO TF� AND LABOR WARRANTY SHALL CONICAL SPIN-IN FITTINGS FITTINGS FOR PF.RMIT 07.23.04 RECMIIREh�NT3 OF �PA AND LOGAL COpE f2EGNIREMENTS NOT BE CON5IDERED TO START INlTIL ACCEPTANCE OF ffITING W� A�IANUA OS/06 CONST DOC 08.13.04 13, ?HE £LEGTRICAL POUIER FOR CERTAIN EQUIPM�NT �R N-L MA7ERIAL MSTALLED IN THE �TURN AIR SYS7EM BY OUINER VOLUME DAMPER p�g�uh_ FLEXIBLE PIPE J �eovl�E� uri�R �Ivlslori �,, Was rror � a iN ADDITION, TF� GON7RACTOR SHALL I'(�vlpE .a � F� CONNECTOR �I � � UNION o7 BLDG. 2/CONST. 09.0204 SPEGIFICaLLY IMDICArED a� n-E ELECT�zICaL �p�7E �� qIR PATH eEnLEEN ai1.L RE'�'uRN VAV BOX CONCENTRIC DRAIUINGS AND MUST BE PI�VIDED 8Y Atm FIELD � THERMOMETER cooR�MnTEO Br tHE Dlvlsloni t5 TR.o.bE rzE�auIRIN� AIR DEvIGES CGRILLES ETG� ANp 7NEIR STRI1G7uRE: W/THERMOWELI �- �R REDUCER OS BLDG. 3/CONST. 0924.04 �+ PouER �spECTIVE ++vac uNlr, naxlraa� ECCENTRIC v�ocPrr oF rs�na� AIR w P1Fnu� 3s �o Nar r�rnare .orrr srnuc� r�rieer� oR �- DIfFUSER NECK SIZE � MAV MANUAL AIR VENT �- ER REDUCER QBLDG. a/coi.rsr. �o.».oa 511'�FIGI£NT pOLLER FOR TNIb PI�POSE SHALL BE SHALL C�ER.4LLY NOT EXGEED 250 CABT CONGI2ET� UNLESS OTI$RWI3E SPEGIFIGALLY � lYPICAL OF fURN15F�D A5 'SPARE', DEUIGATED GIRf'.UIT FEET pER MIMiTE, NOR EXCFED �50 FEET NpTEp ON TFaE DRAWINGS, OR PFZE-API'ROVED BY � EXPANSION CAPAGITY IN DIVISION I6'S PAI�LBOARDS. ALL PER MMUTE AT NJY GR055-SEGTION OF TNE 87RI1GTURAL ENCsINEER A 9 � Z ) PRESSURE �- � JOIW�T 10 BLDG. 5/CONST. 10.25.04 wlRln�, coNDUIt an� ELECrrzical. �EvICE9 THE �TURN AIR PATN. GAUGE W/GAUGE - ALIGNMENT poWN5TREAM oF TNE PAr�LBOARDS IS THE 3s ALL EGluIPhIEM SUPPORr5 SHALL BE A77ACHED �50 PG COCK - AC GUIDE SS IN-PROGRF,SS 11.22.04 RE9PONSIBILITY OF TF� DIvISION 15 1R,4DH TO TFIE LOAD BEARMG M�MBERS OF STWJGTJRs�1L `CUBIC FEEf PER MINUTE RECd11RINCs TI-E POUIER WLE58 OTHErdUISE .�FIOIIR9 ON �1T8. DO NOT OYER-51�55 ANY STRIlGTLpQAL SYMBOL/DESIGNATION 6A IN-pROGRPSS 17.22.04 THE £LECTRIGAL DR.4WMG8, h�h�ER9. CONTAGT 5TRIIGTURAL �ICsINEER FOR 5UGN EQUIPIMENT IS HEREBY DEFIF�D A6: ��• 81� �T�L v'��g � MMM1U�1 B�, ruucR�ur� iz� oF aLLau4BLE Lo.�s r-oR fiPECl�Ic nEneERb, I� M pousr. • NOTE: A11 H D H C PIPI G IS 10' UNLESS NOTED OTHE ISE. 6A/7A/8A/9A/10A/11 WATER PI�85URE DROP. SIZE BALANGINCs vALVES 50 TilA7 A TEhIPER.4TURE GONTROL PANELS, GONTROL AIR LEASTDIOEDEGREES cLOSED. BUTUN�OT EXGEEp TO BE AT FINAI_ CONSf 01.03.05 COPIPF�SGORS AND A�'�'ROXIMA?ELY 10' OF WATER PRE33URE DROP GON7'ROl_ Llt.� vOLTOGE POU�R FOR T4v CONTROL vALvEB .M� BALANGNCs vALvE3 U11LL C�RALLY N07 HE 12 ADDENDUM 1 O1.IZA5 7RAN3FOIaNER3 REQUIRED GOMJEGTION ARE LI� SIZE. INCLUDEp IN DIVISION 15950 A� WLL BE 16 ADDENDUM S 05.16.05 9HOLLN BY 7NA7 GONTR.QGTOR'9 CONTROL Q UNLESS OTHERWISE NO1ED, ALL OT+�R 5�1BM1'ITAL DRAWINGS. YALVES AND APPURTENANGES SNALL 5E LINE SIZE. - � B. IT 15 NOT PEf�I"11551BLE TO UTILIZE '3PARE' POUER FlaOMt yL 130LATE ALL f'RES°�IJWZEp PIPINCs WATER BRANCNES ApJAGENT PqLER CIRCUITS TO SERYE ANY OF TI$ A$OVE - �R �ACH RISER BR,4NCH. �TEM OF EQIIIPMENT AND AREA � LOADS. ALL POUIER MUS7 COME RaOlh pEGIGA7ED CIRCIAItS. ���- 22. P�vIDE PRIMIER3 FOR AlL FLOOR DR41N5 AND FLOOR SMIGS SHOIW ON DRAIUING5. PRIMERS MAY $E GONNECtED TO PL.U9F1 FIXIURES OR BE STAND ALONE. '� Y3. NO DOMESTIC WATER OR HEATMCs WATER LIrES SHALL � MECHANICAL LOGAIED EXPOSED IN PINI5HED 5PACE8 OR SELOIU THE NOTES AND t � �,��o� � �� � oT��„�� «.� T� �„�. LEGEND �tl Y4. NO GA5 LIt�B 9HALL B�E LOGATED BELOW BUILDING SLAB. 9� - 25_ ALL GI1fa'BS. ROOF JACKS. R�OF THMBLE5. SANITARY �� . vENTB, ROOF DRAINS. ETG. 9HAL.L BE COMPA716LE UNTN - - - - r+� raoaF� s,-s� ro ee PROVIDED. I�ERENCE '� r _ M-F�' ENC/INEE�LS. tNC. �� AIaGHITEGTURAL fa£vI810N FOR REGlUIRED PLA9HINCs DETAILS. � E, $EAVER (�( $�I/Q, S�ME � ��� sb_ wa� a�airrsT��cTS�Ma��s arro��� � P.O. BUX S140. AVOIU, (A. 51620 M O.� �� .�,�P�� �s�+ B � "�RR `� _ ;. �: cno� �-�000 fnx: rno� �-�n� � � � Qc 2004 42�40 ARCHITECTURE, INC. � FAN SCHEDULE -- �o SYIABOL CFIrI TOTAL IrIAX �IOTOR IYIIN. 1�1AX. OPER. MAKE AND NOTES p��� � 9 ALT. S.P. RPI� WHEEL SONES WEIGHT b10DEL � : � # 0 � HP BHP VOLT/ �' �' A B C D E F G H o! ,''�s � f� (WATfS) PHASE `�S� � EF- 1 BATHROOM (7YP-9) PANASONIC 0 2 1 1 1 3 0 1 ��+.,,,�,�.r 70 0. 1 1078 ( 15.4) - 120/1 - 0.5 3.7 �-07VQ2 EF-2 BATHROOM (?YP-6) FANTECH 0 0 1 - - - - - 75 .25 2950 (44) - 115/1 - 0.5 3.7 FX4 EF-3 CRAWLSPACE VEN7ILATION FANTECH 0 2 1 7 � 8 0 1 � /� 75 0.4 2950 (44) - 115/1 - 0.5 3.7 FX4 4 VJ EF-4 DRYER EXHAUST FANTECH 0 0 1 1 - 8 0 0 W 95 0.6 2761 (75) - 115/1 - - - DBF110 V EF-5 UTII�TY ROOM PANASONIC 0 2 1 1 1 3 0 7 7 � 70 0. 1 1018 ( 15.4) - 120/1 - 0.5 3.7 �-ONQ2 ��-� � KEF- 1 KITCHEN HOOD DCHAUST VENT-A-HOOD 0 0 1 - - - - - � �y 600 0.3 1550 (2) 1 /25 - 115/1 - - - B200 DUAL Q � Hr /� ^ v J ~ "� 1 . CAPACRIES AT 8200 Ff. ELEVATION [j] � � 2. MAXIMUM SONES SHOWN ARE AbICA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50%. ^ 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 79: MORE CFM 7HAN SCHEDULED TO ACCOUNT FOR CURB LOSS. r�� � 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. � , � O NOTFS: x , U A. CURB D. DA�PER c. saECUti connNcs w Q ,� 0. NONE 0. NONE 0. NONE �T1 � � 1 . FIELD-BUILT, INSULATED 1 . GRAVIIY BDD t . PHENOUC f�� � ,�• 2. FACTORY-BUILT, INSULATED. 2. BAROMEfRIC ADJUSTABLE BDD 2, EppXy '�� 3. FA.CTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY ' ` � 18� T� 4. MAGNETIC BUITERFLY DAMPER LATCHES. 4. EISENHEISS V BOILER SCHEDULE 4. FACTORY BUILT SOUND ATfENUA77NG z 5. FACTORY VENiILATED GREASE r!, O HOOD EXHAUST. w SYMBOL FUE BURNER I�p UT REQ'D � LWT FLOyy ELECTRICAL F�UE BWLER GAS OPER. MAKE AND NOTES 6. FACTORY INSUTATED EXTENDED HEIGHT CURB. �"� B TYPE �(S) TYPE MBH p�11pUT 'F 'F GPM D�AMEfER HP PRESSURE Wf. MODEL 7. REUSE EXISTING CURB. PROVIDE INSULATED � a O S.L MBH " W.C. LBS. ADAPTORS AS REQUIRED. e • ALT. AMPS V/m A B C D O B• �R� �' ��� H. MISCEL.lANEOUS WEIL MC-CWN 1 0. NONE 1 . SOIJO STATE SPEED CONTROI, MTD. IN MOTOR 0. NONE � B- 1 ,2,3,4 NAT. GAS POWER 310 250 140 160 26 12 115/1 3" - 14 200 ULTRA 310 Z 2 6 6 1 - BIRD COMPARTMENT FOR BALANCING t . VIBRATION ISOLATORS. 2. INSECT 2. ELECTRIC DISCONNECT 2. EMERGENCY POWER. C. DRIVE 3. WALL 410UNTED SOLID STATE SPEED CONTROL 3. SECURE FAN TO CURB AT EACH 1 . DIRECT 4. 115V/10 REVERSE ACTING THERMOSTAT CORNER EACH SIDE AND 92" O.C. 2. BELT SET 85'F. 4. AMCA B SPARKPROOF, 3/4" SCROLL DRAIN 5. WALL A�OUNTED 2 SPEED SWITCH. AND ACCESS PANEL GENERAL COI�IIAENTS 6. DRAIN CONNECTION. 5. EXPLOSION PROOF. ��g�Q� 7. CLEANABLE GREASE RECEPTOR. 6. 2 SPEED/2 WINDING (1200/1800). 1 . CAPACITIES ARE AT 8200 Fl�. ELEVATION. 7. 2 SPEED/2 WINDING (900/1800). VAIL RESORTS 2. WORKING PRESSURE IS 30 PSIG. 8. THERMOSTAT AND HUMIDISTAT B. VARIABLE FREQUENCY DRIVE. 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFlED OUTPUT AT ALTITUDE. F. �E DEVELOPMENT EQUNALENT CFH AT ALTITUDE IS APPROX. XXXX. 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 1 - CEILING FAN COMPI�NY 5. PROVIDE REOUIRED STATE PERMITS AND INSPECTIONS. 2- CENTRIFUGAL ROOF EXHAUSTER AVON, COIARADO � 3. CABINET FAN 4. WALL PROPELLER FAN nxcxm�cror�ao A FLUID B. BURNER C. ACCESSORIES D. 1iIISCELtANEOUS 5. CENTRIFUGAL UPBLAST ROOF D(HAUSTER. 0. WATER 1 . HI/LO FIRE 0. NONE 0. NONE 6. TUBEAXIAL UPBIAST ROOF EXHAUSTER. �. c�rniFUCa� uriurr ser. :� � �,J 1 . 30% PROPYLENE GLYCOL 2. MODULATING t . 30 PPM LO NOX 1 . HOT WATER 8. IN-LINE FAN 2. 50� PROPYLENE GLYCOL 2. DDC INTERFACE MODULE 2. STEAM �� 3. &4ROMETRIC DAMPER 3. ONE SIDE TUBE PULL 4. PROBE LWCO 4. END TUBE PULL PUMP SCHEDULE �� � 5. FULL LWCO 5. BACK OUTLEf FLUE �� SERVICE GPI� HEAD PUTAP MOTOR DATA PU�IP 'fYPE SUCTION/ NIEIGFfi MAKE AND MODEL N07E5 MASI7!R�ADINBR 6. SEALED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION (F7.H2O) � DISCHARGE l�S. °�1A1t°'��T � w �-� � SIZE A B C D E F G j-j,�g�� �OWERTON P- 1 ,2 BOILER CIRC. 26 18 33.9 307 115/1 - INLINE 32 35.9 GRUNDFOS UP 43-70F 2 3 6 1 2 2 srnucivxA�w�:c�-Nrx � GRILLE, REGISTER AND DIFFUSER SCHEDULE '"°�`°� '`"fi�'"�'"'�' �" AVON,IXNARAW P-3 SNOWMELT BLG A 6_4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11 .25 GRUNDfOS UP 26-64F 2 3 6 1 2 2 �H���r�,_,4H.�� ���� SYI�BOL FACE SERVICE DESCRIPiION I�IAICE AND NOTES Y-6 �nn�s.wc -(�- SIZE ���� P-4 SNOWMELT BLG B 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11 .25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 evoa,ca,oxnuo CR1 crva�ctNiax P-5 HWS 8LG A 2 25 1Q.6 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 '�"���,"`��'� A P�NS SUPPLY LINEAR BAR DfFFUSER. TYPE 15 FRAME TffUS CT-481 2 4 2 0 P-6 HWS BLG B 3 25 14.2 205 715/1 - 7NLINE 2-BOLT 12.5 GRUNDFOS UP 26-966F 2 3 6 f 2 2 , PROJECT NUMBER: 20900.IX1 B PLANS SUPPLY LINEAR BAR DIFFUSER. NPE 6 FRAME TITUS CT-481 2 4 2 0 P-7 RADIANT FLOOR BLG A 5.4 25 13.2 205 115/t - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 , � SEE SUPPLY SURFACE MOUNT WOOD DIFFUSERS REGGIO 4 3 2 0 p_g RApIANT FLOOR BLG B 9•9 25 20.5 245 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-996F 2 3 6 7 2 2 , ISSUE REVLSION DATE PLANS p SEE SUPPLY/ � �Z° SPACING. 45'F DEFLECTION. FIXED BLADE TITUS 4FL 2 1 0 0 06 CONSTDOC PLANS REfURN P-9 HWC 2 10 7.5 89 115/1 - INLINE 2-BOLT 725 GRUNDFOS UPS 15-58FRC 2 3 6 1 2 2 . E SEE RETURN 1 " DEEP BLADES. 45'F DEFLEC110N. SPACING VARIES. L&D BRICK VENT 1 2 0 0 FORPERMIT �.13.04 PLANS P- 10 DHW 20 10 35.7 122 115/1 - INLINE 1 - 1 /4" 51 _5 GRUNDfOS TP 32-40/4 2 3 3 1 2 2 . 07 g�G. 2/CONST. 09.02.04 c.Ft�Faa r_nuul�FUrt GENERAL COIIIYIEM'S: ---- � BLDG. 3/CONS1: 09.24.04 1 . REFER TO REFLECTED CEIIING PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED AIR DEVICES. 7 . SCHEDULED RATING IS FOR PROPYLENE GLYCOL CORREC170N5 FOR GPM AND HEAD HAVE BEEN MADE BY ENGINEER. 2. COORDINATE ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. 2• AI1 PUMPS SHALL BE NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. � BLDG. 4/CON51'. 10.1].04 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0. 10" WG FOR A�L OIFFUSERS. GRILLES AND REGISTERS, 0.05" WG fOR 3. SEf PUMP SPEED FOR CORRECT FIOW. TRANSFER GRILLES. � 10 BLDG. S/CONST. 10.25.04 4. NC VALUES SHALL BE A MAXIMUM OF 30, BASED UPON ROOM ABSORPTION RATE OF 10 db, RE 10�Z WATTS. q, �UID C. 'fYPE E ISOLATION G. MISCELUINEOUS Q �_PROGRESS �� 2204 5. SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. 1 . WATER 1 . CLOSE COUPLED BASE MOUNTED CENTRIFUGAL 0. NONE 1 . EMERGENCY POWER 6. CEILING DIFFUSERS 4-WAY BLOW UNLESS NOTED OR REQUIRED. 2. 30% GLYCOL/WATER MIX 2. FLEXIBLE COUPIED BASE MOUNTED CENTRIFUGAL 1 . NEOPRENE PADS 2. FLUSHED SINGLE TUNGSTEN 7] IN-PROGRESS 11.22.04 7. CEIIING RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIREO. 3. 35% GLYCOL/WATER MIX 3. IN-I.INE. HORIZONTAL SHAFI' CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITN FlLTER ON 4. 50� GLYCOL/WATER MIX 4. IN-LINE, VERTICAL SHAFf CENTRIFUGAL 3. CONCRETE INERTIA BASE FLUSH UNE (CWS) 6A/7A/BA/9A/l0A/11 �T�• 5. STEA�I CONDENSATE RETURN 3. ALL 316SS SHAFf, IMPELLER, A. MATERIAL B. FlNISH C. DAMPER D. ACCESSORIES 6. INUNE. WET ROTOR ALL WETTED PARTS, TEFLON FINALCONST 01.03.05 1 . A�UMINUM 1 . OFF-WHITE 0. NONE 0. NONE B. FUIID TEMPERAlURE D. SUC710N DIFFUSER F. DUTY PACKING. 2. STEEL 2. CLEAR ANODIZED. 1 . OBD 1 . MINIMUM LIMIT STOP 4. OPERATION AS SINGLE PUA�P IN 1 . 45 F 1 . NO 1 . VFD. EPDM COUPLER, s ADDENDUM 5 05.16.05 3. PLASTIC 3. MILL. 2. LOCKING QUADRANT 2. HONYCOMB EQUALIZER GRID IN PARALLEL ARRANGEMENT 4. WOOD 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS 2' 8� F 2- YES INVERTER DUTY MOTOR, 3. NPE 16 CURVED FRAMES TO 3. 140' F CONTROLLER 5. PRIMARY/STANOBY OR SINGLE PUMP OPERATION. MATCH DUCT DIAMEfER 4' 18� F 2. CONSTANT SPEED 6. PROVIDE SPARE IdOTOR 4. 90' SECTORIZING BAFFLES 7. DDC INTERFACE MODULE FOR 1 , 2, OR 3-WAY BLOW. 8. FACTORY MOUNTED CONTROL PANEL 5. SAFEfY CHAIN DISCHARGE PRESSURE GAUGE, N�LEf STRAINER. 6. TAMPER PROOF SCREWS STARTER. ALTERNATOR. 7. CONCEALED FASTENERS MISCELLANEOUS EQUIPMENT SCHEDULE SYI�IBOL LOCATION TYPE DESCRIP710N �AKE AND UH MODEI. � MECHANICAL SCHEDULES IN NT EOUS INDI CT ATER HEATER. � DW 1 UNIT I�E ROOMS WATE HEATER 6.0 361 GPH FI HOUR, 337 GPH CO NUOUS. � � pg 40F DOMESTIC WATER IN. 120F DOMESTIC WATER OUT. 20 GPM 160F FEED BOILER WATER, 140F RETURN BOILER WATER. M-Fr ENG'NF.ERS, (NC. BB- 1 SEE PLANS ITYDRONIC HYDRONIC BASEBOARD. 160F ENTERING WATER_ 1 GPM FLOW. 450 SLANTFIN � QQ(�Q Q $�� �( $�,41�j, $�E � � O■ � BASEBOARD BTU/FT OUTPUT. FINE/UNE 30 ' p,0. BOX SN�I, AVON, CD. 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UkALL TO E�� or�rioNa� FnvnT, corrsr oi.o3.os nSINCsLE WALL nDOUBLE WALL tEMP/FLOW SERPENtINE ° SERPENtINE INDICATOR3 Q 2 ADDENDUM 1 01.12.05 � RII6BER 80078 �LO� (p ADDENDUM 5 05.16.05 IIIII I flfl SYStEM �II�JI► L�I P ' ntRIPLE UTALL /1COUNTER IUALL . _ , b I � � :'.' ,.�; . :,- �,.,•: _ _ . : _ � PUMPS s1ND SERPENtIN� SE�ENTINE � ; " ,� • � � ., ',s; , .�;.. �;; ,, �r ': . ,- GON'tROLS �'�• -'k:� c� : `r�' ' �.': �f..: ' :y ; •�� •. - ..! „ . `�� ' t %. ` ��.��'..,':'; .��'" �'[}:I :Y : .� '.L • 't �' t.r.: ' ` a ! '�'p.•..°J.�`• i.3 .'•' ".f '. r_�... ,. r.5' � _ � l WALL CURB FOR REFRIGERANT - . . , ;. .,., : ._._ , ,,,. : , _ � RADIANT SLAB PIPING CONFIGURATIONS '� � . � ~ � ►�3 ,,,o �,,,�E 9 AND CONDUIT PENETRATION DIAGRAM L� MECHANICAL � � ,�3 ,,� �,,�f IN3ULATE AS REQl111a'ED �, BUILDING B ME HANICAL ROOM 9 PER FLOOR 7YPE AND IM�3 SG,4LEa ' • I'-0� DETAILS �f1 LOGATION �� 8 MANIFOLD MOUNTING DE�AILS �� M23 ScA�E: No►� : ,;. ' M-� F.l�lGINEERS, INC. : � .� ' DOyQ E. 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