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GLEN LYON LOT 25.pdf
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I I� /.SN � � = o - o ,.�� 6 ; � E � s � � �Ey - � � I�oTZ5 �ol"1Pw7ED gY �ac- �E �o�� E � � � R � E'fwG� �� I ED I1 / 2I °I? - LOHRE RESIDENCE DA�: Me � . z5, � q9 �{ �;��� �M ' LOT 25 , GLEN LYON P.(�. Hax 2567 qwn. CO RIK2(' WES'THAVEN CIRCLE 48 E- Beaver Cmk Ah�d. Su{Le lUe VAIL, COI,ORADO SHEETNO. A - � . , _ , _ i �� �' � � 1���� • / i = ��° os � � � ° � / 8 „ 5.3' � O `� 1 / R = 220 . 00 �� '' ' L- 92� 77 /, / r �O� � • / / /FOUND PIN AND ALUM. CAP ` / / L.S. No. 1 1643 EDCE OF GAVEMENT 81130 j�� TOP OF CAP ELEV. = 8118.9' C / RC�1� / � 3 �J'S SEWER MANHOLE g � i i .7� 8� � C` ` "� �'' / / INV. ELEV. =B105.8 — / RIM ELEV. =81 � 2.3 �� j � � ' � WESTHA� EN ; ,� / _ " / � / / / � i -" ' / � i , . �� j / - - � .o� \� � � i� � '� ��'� �- % / ; , ^`� I _—_ — �—__ -_� ._ 2.0' DIA. ROCK . nO j � '< : .� _ . � '�-� /� �� � � � V � - : � � _ � � `�� � ?�}� i i i .` 3��5^ i.:� i �, - -- - ' � ��' 0.7' , J �t �� 6 - �0.5 - 0.8') � � � _ z J� .r� �� A � 0.8' � . � � �' ?f` ' '; � \ ` \` ' l , '� � - � � }� ' SCALE : 1 " — 10 ' � - � -- _ _ � �,� o.a� , .a�' � � � "� '� �� ' . �� � % DATE OF SURVEY : 11 �02 �93 � - -- - - - - - - . r = � . � � % �� � � � � i 'i � � / �� ' � � � 1 .0' � C1 � � 0.8' �� / ' � � ({� � � � I 1I , -! , ti � � � �' , - DECIDUOUS TREE AND TRUNK DIAMErFR ' / , � � 0.8� , , .o� � � < , - , ,. _ — ; a.s� — --- - -- -_ - = ? . / � � Z II LOT 25 � � x� � /-` / �y� O.a �, � EVERGREEN TF2EE AND TRUNK DIAMETER � _�� 0.4634 ACRES � � , .o, � ' - /�� � LOT 26 , � N i .o� � o' . A � � r � 1 -3' � � ` db � U' - - -- - - - — --� i i , r_ ` �� /i ,. �4' c.r�C3� �- � /% i ' � � / � � �. - � : � . . I �� ' �� - � cs� � _ , �L � _ � _ ,'�' � 3 � � �s � �' � � � � ' ` � � SURVEYOR'S CERTIFICATE I - - - - EDGE Of TREELINE � � � ' . '� � � � ' r ` ' . 0' \ . _ — � (SCATTERED SMALL TREES 1YN.) ---� _ � � � . ' , / I , Stan Hogfeldt, a Pro!essional Land Surveyor registered under the laws of _. � � the State of Colorado, do hereby certify that this topogrophic survey wos � � .0' � � �Q , - � _ � � � z ___ _— i (}1 mode by me and under my supervision , and that the survey is acc�rnte and / ,�, �( � � � �j� t�i .,arrect to the best of my knowledge. � � _ �- - zJ ! �, � ��" ^/ t ,- f � �� ��,tij.�' ,�� - % 1 .0' •O 0 8 � J `��'1�., .. _ _ �— � TRACT C �I ' � = - 1 .6' � � Date:_JL- 1,3��____ .��4-� � � Lp— "',an Hogfeldt ! � � Ww� ( � �� I ' � � / . / / /� l � _ ^olorado P. LS 26598 / �\ / � �. ��/ � ' _ � �� ��� t y� � � � �t� i �� � �� �� . � � _ I - " o.a� /I , i .o� � .a � � , o. � � .s� _ � � / � - � � � / � � e.s� _ � , � ;'� o.s _ ` �, 7 '�"'; � � � \' / � �� � �� � � � � : p � � t ; , / � , � � ,�� � x�� �J , 0' // � � � C . �/ � HEAVILY WOODED ' " �V ARFA I � . __=����� -/, i�`- � � CJ / � � � ��\� 0.6 -- / � � �•���� � j� �\\ �I i I : ; / / 0.8' � � � � r i� NUTICE: / \\\ 1 I ' ��' � 6� i / / i Acrordiny to Coiorado law you must commence any legal action based � � , . ��. �� a' - , � 1 .0' �� j� O upon any defect in this survey within three years after you first �� ` � � discover auch defect. In no event, may any action based upon any � / / � - i �� defect in this survey be commenced more than ten years from the i � � -_ _ j / date of the ceRification shown hereon . � �/ �, �� _ / � �. � � . / � � � !T 0.5' � � - , .s� � j 0.6' ! � ;� / - �� � ;� , ; , ., . � / . A � � ! ; i� t .o' ,,' i s � � � ��;. _ , _ j ,r ; ; � , ��� �� �" � ' " % / o.e� �� � � � � � / ' � " � i � / 'o.s � , � � j, � � . _ � � / / - / � �`� � � / , ' ; � _ - %� � •= - � , , , ,�/ , � ;; �;. , .- � - , - � � , -� = ,- , , � - ,, � . � � ,; � - � , � � „ � , i / � �" ! "�� � � i� i � � � �� �y'�� �� FOUN� °ItJ AND 4LUM. CAP v /� /" �� . s. No. „ sa� ��� � � �,N'" rf ' � ' � ;.a�, � � N 88° 56 ' 44° W — 167 . 74 �;'! � � , y<v;- % , , � ` �, �� � 1 � � =�_ , / % � / � %' � � � ' , � oa• � CAN RISER ' ' ,� .� - . � � � � � �� � s9• 0.8' / — \ � . . . . . . 0.8'� �� � , 0.8' i , \ 0 LOT 17 ''� � � �'� _ , TOPOGRAPHIC SURVEY , �',"�z r' � ' LOT 25 � AMENDED PLAT GLEN LYON SUBDIVISION ��'1 �' r ` ' � � TOWN OF VAIL, EAGLE COUNTY J 41199 HIGHWAY 6 & 24, EAGLE- VAIL / j � 1 : � � ' � COLORADO P.O. BOX 1230 � � ?/ � � � EDWAR�S, C0. 81632 . � . .'- l?�J 303 949- 1406 LEONAR60 10/06;93 _ '�R.1_, �►T:"�f�}1'N'TI":kY' ..�,�- ��.d.l �_v. .� . . �� . , . ,, y:�. • t�� '. . .. . 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'r - � � r - - T - 1 I I � I o N EL=112'-0" i � � � - - - - � i � C'� r1 DATUM= 8731' � - i ii , i queen� _ ; � 9 %y�, � 14R � r c� � �./`' 1 � - , ; ; � nGA � � ., � � � � � � N I � � � � y� I —_ !r � _ __ Jr�/_ _ J I I I � � � � 3o i — I �,�"� � - - - - - - - - � — �� � N - - - - - - - - - - - - - - - - gA � 5 3 6 � / i � O Y E R 3 x e 10 . 5 x11 � 5� � � �- - - tyau� -�; B D R M 7 , Sx10 . 5 2� O � ; L - - - - - - up 2° � L - -� I � 10 , Sx13 - � , � � 3e 14R � BATH � ' ' � _ I j JI N N ; �B D R M � � 6> � � O 6x � � -- - - - - - - - 1 - � � ' 1J , 5x � 4 . 5 � � � � � • - � � � — _ _ — � � 26 LEVE 2 - k - - i i EL=1 9'-O,� E v - O j �� i j DATUM= 8128' N N � N ; _„queen ; � � i i "-rr - - - � � � � � _ __ J L _ _ _ J � 6 ` — — — _ — — � - - -- - - - -- - - - � 2' � EL=108'-17 " � � LN � RY 26 I dn I 5'-7 1 /2" 3 7/2° 11'-O° 3 1/2° 11�-4 1 /2" 5 1 /2" � O 6 . Sx7 , 5 ❑ 2 � ❑ J ° I I � - -� BATH � r � r � oN � Sx9 . 5 23 I � II W I I I d I � r _ _ _ _ _ 1r _ _ _ _ _ 1 p 2g � - - JL — 1 '1 I EL =108'-0° I � F _� m i � { So KIT � � / � �v 6 , Sx13 , 5 _ EL= '-6° � � � � - -n ; I RII ' I - r - - - - 1 26 I II � - - � _ i � -' � i i �- -ll � N i � � � � � i i i ' � i 5 1 /2" 5 1 /2" 4'- 4" 5 1 /2" i i i i i [� k- - , � {J D R M � D�N 4'-8 , /2n 6�_�n c��_3n � �� �i �i i � J �EL=100'- 0" ' �, ' ' 10 . 5x14 � ; � _„queen ; i o� i dn N i i �Tr - - - � -� i 4 � i 1R � � � � � � � � � L__== J L __ J � I I -� m � �� � ' � � EL=99'- 6° � dn �� � �� � � 14 R � �p� � � � � : � I , I LIV / DIN N f 18x18 . 5 I �. I f � 1 � o , , � APPROVED BY TH� � TOWN OF VAIL � DESIGN REViEW BpARD 1 ' � 3 ,�2�� �ar�: _ . zo � y4 5 1 /2" 4'-3" 18'- 6 1 /2" 5 1 /2" FLANNER: ,0� 24'-0" 15'-11 1 /2" 29'- 0 1 /2" � Lohre Re�idence Robert L. Arnold Architect , P . C . Lot 25 , Glen Lyon P.O. Box 2587 Avon , CO 8162t • II /� 48 E. Beaver Creek Blvd . Suite 1C � L E V E L � � L. O O � � L.. r1 �e� thaven Circle Date 4111f94 (303) 845-8117 � �4° = 1 ' -�" V$ 11 , Coloredo (303) 845 - 8829 FAX 48 LOH./ � 69'- 0" (OVERALL� 23'-6" 16'-O" 18'-O" �t4'-A" � I � 6 �� � 3 1/2" 3 1/2" 5 1 /2" 15'-6 1 /2" 5 1/2 5,_�„ 3 /2" 11'-9 1/2" 5 1/2" 11'-O 1/2" 5 1/2" �� 5 1 /2" 13'- 9 1/2" ��-3�� 7�_7�� 3 1 /2" �� . � �- - - - - - - - - - - - - - - - - • cV I � N � � � 'n I f / / i I �D { , 1 � � 23 � � CL � � � I I 3 . 5x5 I �N I "' � STUDY � � � � � � N x 9 , Sx12 °' ° O I 'z3 � I � �k � O I , I BATH . ,, N I � 8 23 26 � � i m � L J I ^ ❑ / � N o � � � � � � � � ' � � � � dn EL=i2r-o�� � '� � 4R DATUM = 8140' / � I � \ I NOOK � PWDR / I \ I o °. 4x7 . 5 � + � � � 4x13 23 � � 0 23 � , � AMILY I " • C - � C - � C = � C = � C =� — I I11x27 . 5 I I r - � r -� r - � r - � r - � , , . oPen � � � � � � � � � � � , � � � � � � � � � � — - - - - - - u : — � II � ' S ' �14R � � � � - � N i i � HALL � \ I I � �, - - J ,� — � 8x18 II I � I I I , � IIR I LEVEL 3 - � � � I I EL=178'-0" I , � tL _ � 2� DATUM• 8137' I E v — — — — — ` — — — — — — � — — — — — — — � � pw KIT � - - ,� 13x15 = � N � I � I I N J � � � J -- Q' I � � W l � - - I > - � f_ - - � o � '` - �- -�� — � —�— � � � � .�� ; � - - --- � � � - - - _ _ _ - --- - - — i � � I � � � � I10'-8 1 /2" 5 1 /2" 4'=4" 5 1 /2" ; I /-( � �1 �1_ �� ' I I ' ,� �� y = �" . �-j � � I < I J � ; �� ` � � ��;� � � � � I I _ � I ' � � — — � � - - - — � � �� � I � i I � I � � I � � i � I � � I � �-- - - - - = — �� - - - - - - � �i i � � � � i � I � / LIVING \ ;� I / 18x18 , 5 \ � , � _ � � — — — — � � .� � � � � � � ' N I I � � - - - - - - - - - - - - - - - - - � �� APPqOVEp gY TH� s vr� 23�-r� s , ���� DESIG �W� OF VAI� � N REVIF�n,� � 24'-0" 15'-11 1/2" 29'- 0 1/2° r���=� �D � � DATF: _ '� -____�• ly , � ��- - PL.4f�ii'��-i: . - -`-. ; J � Lohre Re�idence Rober Arno Architect, P. C . Lot 25 , Glen Lyon P. O. Hox 2587 Avon , CO 81620 � L E V E L 3 � L O O R p L A N We� thaven Circle 48 E. Beaver Creek Blvd. Suite 104 � �4" _ �'- �" Vall , Coloredo Date 4 /11 /94 (303) B45 — B829 FAX aa l AH.At � 69'-O" IOVERALL) 23'- 6" 16'- 5 1/2" 29'-0 1 /2" 5 1/2" 23'-0 1 /2° 5 1/2" 15'-6 1/2" 5 1/2�' �— — — — — — — — — — — — — — — — — —� — — — � . I � I I I � ' I I � I I p I I I N , 1 � _ _ _ _ _ _ _ - _ _ � _ - - - - - - - - � _ I I . � � �'j%.,, �. � �� - � � � � � � � � _ i� � L- I � N I dn I � I � I � 14R I / � I \ \ i I I M BDRM - � � 1 � -� � 10x23 � I I I I , ` � ` r - - - - - - - - - - - � " I , , open _ _ I I I � � � � , �� o i i ' � � o' I i i ``'� L Eir}-- /� I n I I I O i i �� '� �� � Y EL -127'- 0" / - { I � i r - - -- i ��j DATUM = 8146� \ f � I I i i i , i � i i .' i — — . ' � N I i � _ _ _ _ k� T9�� � i � /� 26 I I I I � � _� ___ _J _�_ _ _ _ �_ � E V I `° _ � _ _ _ _ _ — � — — — — — — — � � � r _ � � � � � , pQ n I � � � � N i � I 1 ' � I 1 I I I I I I p I I I I _ � I 3 x o �20 ; 5x6 ' � 5x6 � I `� ; � � � � N I I I I I N � 1 I I I � Q � � �, M BDRM - -- � o' � 11x15 � � o I Q �p � 44x72 � � � � � a ��3 � � N � � � — - - - - - - - - - - - - — � I I I f , _ 4'- 3u / . .. _////��� . . I5 1 /2° 7'-2" 3 1 /2"5,_Di, I 3 1/2" 5,_��� ' 3 1 /2'S�- O 7/2" 5 1/2" 3 1/2" 6'-7 1 /2" 5 1 /2" 4'- 4" 5 1 /2" --� T'r C..p �/E>,LhT� �i `�' = � . I � 24'- 0" � 15'-11 1 /2" � I I ��� � � I I I `j �3 �' ' I � � � �" '�� _� S / 'I C C i�K-���Y J , � I — � \ I � / � - - - — I , N � \ � / � � \ � � / / � � }- - - - - - �,I� -� �I I � I � I '� i � � I � I � I , l i I � 1 . � - - - - � � � - - - - -� I I I I I I � � I i i I � � �- I APPROVED BY THE L - - - - - - - - - � - - - - - - - - - � TOWNOFV�R7- ' DESIGN l� �i,Fi �UV G' �;:'a�� on��. : .� 4 . u •94 �'�, Ruf�� ��� �: � Lohre Repidence R°bert L. ArR°'a Architect, P .C . Lot 25 , � len Lyon P.O. Box 2587 Avon , CO 81620 � L E V E L 4 � L O O R P L A N VYe� thaven Circle 48 E. Beaver Creek Hivd. Suite � 04 1 /4" = 1 '- O" V811 , Colorado Date 4 /11 /94 (303j 845-8117 303 845-8829 FAX • a LOH.A1 - � - G � DL�. R 51{pl<G 200 F -- � � I ��� � - =1 xlz T � iv! r=� E � Y � �' Sg - CoF1�ER GF{ iMNGy c.1� P �v�Pa7itJQ - - - J I � T; �. . Z � I � � I X6 R , s - Ev�, rZ Fl� s � �a il . � I I � � / i . '� - � I � I I , � � � I � — vb z i I x � c7c.e s a NG � I I , , � . - � I� � I i � �� �I�� - '� ' � �' ' - - - _ - — . � X � 2 TIM �E � j I II _ I I I — _ I i . . � � GOPP 5 E'( \V I � . �.. I �I , _ _ .- i � . ER 6 Pa7 Nv � I H � I � ,� , � , I � I I II � xi ae - ° I - I T M 4t D- I L Ol� • Ii I I i I � I I I � � II i � , I � , i _ � i i . . � . - �. �� � , � �� I -- -- C,I�L� D \YOOD ��( INDO \VS � � . ' I �'�I I'� �I� � � I 'I I . ' ' . � � I i. , .� �� 'I��i I r i � � ._- ___-_- _____... _ - _ ._ ' _ ._ _ .—_ � � ' � � � � ' I � 'i � i �' �� ., . . i'' � � i I ��� "ti, -_ � i i �, I�i �� �� ' i '�.._ : � �� I ��. � I I . � I � I ��� � � � � �ii i j � � 'I� .�i� �'� i i � � I i _ _ � � il . ._i �r I ', � '� 1 ' �� I li � ' �� , � � - �i� ��''`y1��" �� - �i I -�,_ ,+�- - - I� ia l�ORIZ , G�.tSR SIDING . � � . . � �` --- � - - -- � S7Ucc0 �V UNDU ��iTED FIN16 � / ��� �`=-_�_-T'r�`� � _„��_ ! � - - - - - - - c� �' �_— � /, ' � SToNE YoNGER �v/ ` ,,`-� , �' c _ SaNPS1oNE ct� P � ^'- � ` �"``t�` . _ � ouTN � i. GUOTI nl�! � Q ST � 1. � �/� T ION „R . _ , , _ o ,� /8 = -o � - - - — -- c� �' E � c � r-' I� e � ` � `� _ " I ' � - -- - -. . _— . . .v� \�'EG7�{ER5D PpTINLS - - . , � � . ,.� � � • . � I � � \ _ ,� � vr- � ��� � � � i I � � _ \ i � i i �� � ` � I, u �V - - - , � �I ' I � G I �� I� �I � � � � �� � — �'i�'_ � I I I I i I II � I ^ I i . I i - r� , _ � � , I�I I I ,I I � - - = no 'hc � , �/ooV 201 � _.dP � �� . I ' y w�^� II 4 � I � . i ��/ " . � u,. . � �'� � I -- - - . � / SO RO RO I , � �� + --F X ' I f�' B 12 i i Y T I � I O 10 i I b � f �I N r . II .� � , � , _ � I � �, o � � � I �I { -. . - _ � . . �,�,_...,-_ . ickET6 m � a . G , YYP, i� L '� I I � i �� �I � I. .. � � �I II � I I I I I' . - GoPP6R sf{ T, �.rJ� �vEO� rrvREV ,��I ' i �I . � t c ��I �� I . PdTIN - — _ I � . F -I __ _ = f- .� IN - " � - � - � . . ��V � i III i � � �„ — - . � _ — . _ . _ _ _ _ __ JXIOTII`�IFL- � �c �s . _ � ,...ww,w.H N.�..-�. --,r-�.,,w�--.,., . . . . . . .�__9� .' �:__.._� _ .._ ._ �� ... ..,_. . . . . � . _ .. �.._ \���-�-�--_ -- -- - - -- - - -- �--- - - ----- - - - � UTS�.tyP3-foNE t�IMTE �.� � _ -- ' . t � - ii � � � _ iXIG I.�PGFC6K SIPIN(� - - _.. _ _ � I I � ; - � - — - -- � � F � '� �'� � = 3x IG -rin� OGR TRiM � I �— � � ' �] _ ^ - _ �� 1� ! sY, ' �( — I - ^ - - _� " : �;y_ �' , _, I ; �' - 1 _ _ �-FZ-_-� ,� --`-_' �— _ - � I 1��� � � � . il - - 1 — - - - — _._. - 3 � - � I -�u `: � . . ' � _ - - - - I APPROVED BY THE TOWN OF V DESIGN REVIEW BIOARD N O R I I� E I� � v,C�T I O N ��/ Go.�T � I� � V OT I � I�l DATE: ¢� zQ .y'¢ i�g � _ � _ o ' ir-T--r FLANNER: � LOHRE RESIDENCE DATE: QpR , zi s'199 �y �be'e `. p a�d LOT 25 , GLEN LYON ' P.��. �a 2�, ��on. �0 81620 WESTHAVEN CIRCLE � E. �ed�e� �,�k e��d. S�,« 1�4 VAIL , COLORADO sHEETNO. A - 3 ��3, �s-8 , , , - , (303) R45-F3829 FAX LAND DESIGNS BY ELLISON, INC. —� PLANT LEGEND , ,,�, W. ��A�ER �:a�EKB, .,�. � - � �t��T� �z�� � � G � P"�o � AVON, COLORADO R1fi20 � . �.�- �J �-'t���l�.�. dl.}-� I �"cx.- id I� 1 I�/� ���'� 5 �--� . P.O. 13OX 1259 '� �� � � �� �IC.�.bGO���. �.CJ�7�e1�7 }�[�k:GOd� �_ �i�' AV(�N, COLORAD0816)U 1� �� cJ� �'J�-1u�f'�� �5 C�r'-i a, i �1 ' � Z- 'J� � CL+�- . � � i�u M' ' � � �/t ' ' P.o. s��x z�» � �J`��T�lJ I ' _, ' _ _ _ `l_ " � �� VA[L. CULORADO 816iR ` � i�1..5 /� � FAXf)('1) ) 949 ?�2Kh 1 �� / � � \ / � `� � ` � � � �}� � i o 1 W Q � � � � � • m > �3 � � `, 1 �- W � I � �` � � 1 � W � �i \ � / o � o� � � oZ W � arc? Z / �- � j / Q N ui z / � ' � � � � o a � � � t _ �� , _ ( � \ �_ _ . , \ / j � � � � _ _ ' ( ,` � ,�\ ,' ` �� � � � � , . . � � � � � , , -- � W �,r �� _ , 1 � l + �-� \ � ( V � �� � � �7, �. ' �� \ ) \ � / rr — - ` � J ', ; �w� � `� . � � �� �`' ` �/ ��� �' '� , z z � l� : � �� � �_ ( � � . W � o 0 i _ ��,�- . — - - ' 0 a o � � . '` �1 �-� �"rs � , � =�� � — � � p Q I �� ' (� 2 a � `� I ' , ; f ,�, � � � � W � zo �b � � u��=i��� ( � \ J III .1 �� �x. 1 �.4��� � � 0 > O � � � � � t � J � � a = n � �k.� �� --� ��r-tti� � � �,t�� � W " � j d � ~ — �-�' i�-� ( � � � � � � �. , � � _ _ � �� � � � � � 3 ��� � ��.1 -ro � � � � - . � � C�-���-) , ,,,_ ' i - ` � � . GENERAL NOTES _ _ � � - - - — - - -- - — -- -- - -- - , � ,, ;� - � j � � • � • � / i . 0.11 piant muNal sha11 6e Placea in pits haWng a �iniwir dianter - � - 1 � / �— T -. ' Of l50 percenc of the plant' s total root W17 or eonuiner voluet. i, �� \ �/ • • � � 1.�.� �0 2. �11 plaot rteHal shall be Wtkfilled wit� one part p�atsoss/eapsi \ . ��� ' �� '. \1 / . � I. / � �a��,,�� ` • �ixture to tro p�rts topsotl . � � \ � ��� � . `, .� ' / P- I � `� 3. Atl Aer4ausr� ►I�ncing Meds sMll be aended r1tA a peateoss/to�post �_ �� � ` . r • � ' l � \ � �izwre I �+e eubsc yaro caqost p�r 350 sq. fxt: one cuEic y�rd / � � �,`/ � � sphignue peatwoss per 250 sq . fcet ) and tilied into recR frae L\ �. � r �", ;: �: - � .�_� ��k � ��.:� toPAe � su plted� froe Sunoit County U�MfitleOr Nai'la/lu�ncePOrd / I ` � /:' � 77Lt r . � ��, i �. , .,` � Nursery ie Dillon . Y -�� - - -� � ti � . � � , t. At all plant beds , sofl mixure sAail raise a �infeu� of Four ( 4 ) / � \ �, incGes a�ore all other itnis� gndes . 1 _ .`; 1r�� . / � ._ . . S � ,F l '� __ • t- �� 5. All shru0 DeOS anA tru rells rfll be � Ithed rftA tAree ( 3) inches � / , t � r . Jr ,•:� * ', ,. .� f .�� . I I �� I � S�reGdcA har0vuod Oarl �rlch. HENBACE0115 'LANTIII6 BEDS SIALI ��- NDT RECE [ 1!E 811RK MUICM C�IEi. � � � _ ` 6 . A11 qer9hceous heds are to Ae topdr�essea wSth one-Mlf (y) inch / � � <, , Dlack , Coiondo hwus pe�t. � � I _ � • �^' .` _,-. ZIb� 1 . pll deciduous Crees s.e to De stakad witA 5 foat steei ' T ' stakes ; L��L 4Q � � �''�^'�'� �- ' � �yed with i12 gauqe , galvaaizeC wire anG lk ip�h riAe , grnen , llATE' r�h� U i �Iy ti„ �s' � � ey oa tree ssropf. � �� �t �, ' 8. �il erergreen trees shall oe staked riCR t�ree 2 foot 'T' sqkes , . .YY' erenly spaced arourM tree ' s compy skirt i guyeA rith /12 gauge , - - , I , � ', � �, � "� _ � � qalvanized wire and l+y inch ride , green , nylai strapa. REVISIONS ' � 1-�11� l.l�'9'J r�� � �� � T 9. Ail evergreen ana deciduws troes ehell be provldW with a 'Tm ` S� - Yeil ' at ic ' s base . Yelis are to be eart� construcud having � , nf '' a mtniwue sh�llor depth of faur ( 1 ) inches . �}� � � � /�?�., � iZl �_.. , =� l4--( �-i '-. -�. w,`a�� -� / °� � � - 10 . All rrewly planted trees sball be roptfed at iMe tiwe of ptanting. � `"� ReoLfeeding s�� ll consist of a liWid for�, root qrowth isiwularor inJutling Yftawin B-2 ana a slar release fertilizer Mvinq e coposlttoa � J �.�� of 14- L4- ,0 « M Iron . �C/�� � r. °�- . - . . � li . Unless noced Oy the Crawings or by tecbniul specifiutlons , ail � � �� . r � �planting Ceds sh� lt De seperatea froe nat9ve grass arcu Dy tAe � ` ) aC� r instellatton of 1/tl a � inch galvanized steet eEging . Edging �>>z sh� ll be tackep in place with 12 inch eaging pins spaced every �' � �L , . `�' ,�"�5 •, �„�. PLANTINO k� i � l'! . Ail seed w�m an0 flrt71f2N- areaf are CO De lightly r�keG into @ � the soil snp generally eplSLeneE. P L A N _ _J � �� � 1 13 . One application of a di -awntia D�ospD�te fern lfzer , tB-Ib-O � ��i � � �,�1-+�'"C"b.� �._ -�-jl• -�TJ � � sna � l oe eroaacucaaa / „ " �bF�C�t"1 prior to aeeaing. Tlrc rate of application ,C ,,-�I� ,� ` ' � � ���� shali be 7-$ lbs . r lUW s . i . . �"'�-�J ^-1 ' �+J �-�-?��/� C41�.� � . � � I ; � �`� ,�y., � l } � 14 . �ll discurbod areas• drs�ynated CO receire n�ttve qr�ass treatnent NOFtTN ��..i� � ��- i- I shall pe revegetated by sowiey the fotlaring seM �i :ture a [ a �- rate of 02 lbs . per acre : � 20f Manthar S�oot� 8rone i �_ �� � ..� . - 30i � inn Perennlal Rye ; � = 202 Kencucky -31 Fescue . , � ^\ . ` \ /_ , � - -� lOt votauc OrcMrd 6rass 1QY TirotAy IOS Sneep Fescue � � 1. , -'"�, � � 15 . Mulch alt seed sam areas witn 2-3" of straw or hay tnat is free �'f � � , of �yeds . • � �� is. �ii :cr.w .,i �nea e,�,: .,�. co Ee UtkiHW w1tA tpprored organic APPROVED BY THE � '. _ � . txkifter at the rate of 12U lbs . per ,�n. T01NN OF VAIL � � , ' /7 . tsnGSCape Contractor srtall su0eit the to�pany' s wMCten docurenc DESIGN REVIEW BOARD , ' rcgarAing it ' s poltcy on Planc 6uaran[ee ana Replaceaent co tne N � � - Owner. Each 6uarancee shall confor� to the mintwun swndard af // PROJLCTNUMAF.R� ��I �! � � replacing � 11 material including IaDOr , Aue to tbe sickness ar DA.�: � /' ZCJ ' �`7` . - . deach of a ptint � with exceptionsl , for a psriod of one year follow- � ' i � � � fng cne pLnc ' s instailatton . ' SCAI..E� I � I/7 -C� ' ' pLANNER: ltl . It sha11 De the Landscape Contractors responstbility to conffra � - all desiga criteria as note0 by cAe drawing or t�cMical specifl - ti11E1i'I�� cacions . 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G� S - I O � I j 36�a �9 � ` �Cr " VAIL , COLORADO (303) f#5-8829 FAX � ; , �:� - ;� ' r. / , , I I 68'- 6" (OVERALL� � _'S 28'-O° / -- — i � � � � � �, A10 A11 Al2 : I _ _ _ ,. �; / \ '. � I _ _ / _ \ ; : � / `k I _ i �� Y n23'- 6" 17'-O° '� � / . .. w I gu 2 1/2" 11 '- 6" 5 1/2" 10'-Sn 10" 15'- 2" 1'-0" I . ., ! � � � I , : o � /i � � ��� �� �� �—, ; � / , ��� ���� � � � �� �� / � � � LANDING � � ����� � I � I I I I uP EL=102'-7" N / / � I ! 10R@7. 8" — �� � ,. � � � �I � \, _ - — � � , �� ' — � � � STOR _ _ R�5_ = `r - - � I � - � � �� � _ CL 1 ` 0 � ° �� 4o uP A9 � 4R@7 .75" N // . ; I LEVEL 1 ^ �� � EL= 100 '- 0°ID�8118.00'I / O � � � � � _ � I FOYER = - — _ _ _ _ _�, � . 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V F- \ / � SILL / — — — — — -- — — — — — � EL=720'-0" - � LEVEL 3W o a � EL=120'- 9n } LEVEL 32 � F EL �118'- 2" — — — — HEAD �� � / / \ DO / \ pO ��� EL=118'- 5" r - �� - / / � \ / \ ��J lel (el �..-- -�.w-�a- ---- � ; } O � � i � i `r a H I � F � � / � / - � . . � ' . . � � SILL _� m I EL =11a'- C ' � � iI / ' �- — — _ _ — — _ — _ — _ — — _ — _ — N �eve� 2w � - - EL=111 '- 8" �C � I I I I I I I ,{� � rI0- LEVEL 2E � � I I I I I I I ' I I a � F EL=709�_��� � — — — — — — — — — — — — — — — — — — — — — �> � t:��= L-��z-L—=� � 1=_ � LEVEL 2E � C— _� I � *- -�_ .— � - - - - - - - - - - - , EL=109�_ �n � _�_ - - - — � :, _ a � � L � � � = - - - � O ,� a, � W � � � � Z -C —�� '� � � � �� � � � �, L L� � � `� � L�; �-�o —� L � --��� � o � LEVE� 7 �, � EL=100'- 0" - — — — — — — — — — — — — — - � 0� O DATUM� 8118' I I � I I I BO. FOOTING - - � - Y RE : STRUCT - - -- -- - - — — — - -- � -- - - - - — - — � —_�/ ��� , / _ , �. T "sr? �/3i� .Tj"�.� � � �a `V •`p {5���9 'yn� i � � `02i�' � � E L ��< - . �� � .��-y/ ��� Of C0��99� �, � , o ton i NO �t l B - 1278 ,` /��ysED AR��``��c� Lohre Re�idence Date s � , ga Robert L. Arnold Architect, P•C. N O R T H E L � V A T I O N Lot 25 , � �en Lyon P.O. Boa 2587 Aoon, CO 81620 We� theven Circle 48 E. Beaver Creek Blvd. Suite 104 1 ��4�� � ��_��� (303 845-8117 A 5 V911 , �olorado (303; 845- 8829 FAX REVISIONS BY N �:� ° zJ . _ J �, � i r_ , � � - � / I � � / � i - ; � _, ,, ` � �,,, � r . P� _ � � � �r \ ( �J �. �n � � � ��i � � J �. .r � s � ti � � . , � I ti � �' 7. �s �' R � � � �� �� �� �s �S' �� . � � � � �. r .. _ � �' � , , � �J' � i \ S � � � �� / �� -r� .J _� a � 9 �� � � � s� � �_ � F , G t .. F 9 f' � � n � � -. t� � � g rn I - I I " � I I � J E ', a g � , - i � �� � � �' � � � , / � x � , � � � � � \\ LL _.K. % // � E � /� t. � i , rC - �,t . �ii �ri , � Wt.L�- � U V // � � � \ � ` / � O ` � '- 9 O � � � ° � v -� _ � �� � '" � � - r' �\ — E 'J � ��. � I � - � .. � � � \ � r+i � � � '1 2 9 �' I __ �u::� � ` ' ' \ � �` > ` � �8 � r \ �-c, � <-' ? ( � � � � , � ' � \ ,, , �._ �°� � � „ 1 r'� ul � ^ � ci � L� „ � � � � v � , .o . 1 � y � ` � a ,, c � � \ �� r . � � � � , - � , � � I � . . � ` l , \ ; > Q v - � _ , ;,_ � � ,� c ti j J�-i =, N / p � � \ � � ' � A � � � . �' .. � _ . . � > � ; � / � ' ' r H � � ��� � / 1 .. I' l . 1 � i � C L�-U7 �• ` � u� �� � < � ) �1 1 I O. �}(n�� HC� . M'�. Z � ' . �� r .,r� �' �� � � � � r = i � � � f i �J � � u-� � I 7 � _ •j = � .. ' � � _. i�. � - � " L, . i)J, \� ` '` � I I / , . , V V Improvement Location Certificate Legal Description: Lot 25, Amended Plat Glen Lyun Subdivision, accorcling to the recurded plat thereof, Eagle Cuunty, Coloradu. 1 hereby certify Ihat this Improvement Lucation Certificate was prrpared (ur Gray -Stonr Construction, that il is not a land surve�� plat or improvemenl survey plat, and Ihat �t is nol Io be relied upon for Ihe establishment o( fence, build�ng, or other future improvement lines. I furlher cerlify that the improvements on the above described parcel on Ihis da�e, February 25, 1995, e�cept u�ility connections, are entirely within the boundarirs of the parcel eacepl as shown, that there are no � encroachments upon the drscnbed premises by improvemenls on any adjoining prem�ses, eacep� as tndic�led, r Da1e � � � ` I = .� � and Ihat there are no apparent evidence o( any easement crossing or burdemng any part of said p,�rcel, eacept �GJ • ' � as noted. , ' Seale � ' _ �. ; ` \ �� U ,"-'- - 2S, 9S� �../l� <., �.�� , r ^ r ' ,^!� " DrawnLJ[. i. . ��iui_� � r, . : I oT . , � Date Lelan�h�er m ,S-�?3fi0G .�F •: _ � li . � _ : ti , - . _ _ .__.. .. . � L J r '.� U 1 r= ' : �� _ Job . ' � '��,; ' � Sheet I { '. .••.. . . ' :,�. ; '.,� ��;. , . ' � ���`� I . . . Nulrs: N �= t T I� 1 . Only platled easements arr sho�� n. — -- - - - - 2. The roof elevations and building dimensions �h. �. n are Iu plywood sheeUng. Of I Sheets 1 ' � � ' ' i ' ' � �` ' 3. 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LEVEL se � - ' �- ' � � �- - �, ' � '- _- = YI� � ' �` - - - - - - - ' I „ , l � �ev�� ze � _ _ � � � EL=109'-� " - - - - - - - - - - - - - - - - - - - - - - - - - � `? �- - - _`�� . � EL =109'-� � � -- --- - ---._._--------..__ _ . __ . . . _ _ .. -- - � _ - � I - - - i _ � ;---- --- - � ' � , . . - __ _ _ _ _ _ _ I - - - I � - - _ � „r-ri -r- � . .. _ _ . . . . . _ . . _ . . . . . . . . ._. . I 1�+�� � - - - � - - - - � - - - . _ . . . . . _ ___ . � ' � _t _ -�� I I � , _ _ i � , LEVEL 1 I I E '�=100'-O" _ . - � - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - � - - - - - - - - - - - � � - - - - - - - - - - DATUM� 8118' � L='� I f-I I � _ � ,I�� � �L - - - - - �- � - - I- - - - - - � � af ��tl s t � � ". ��� i �'�.i � � � . . .. �Q` i; . , A� / � �� ,� > � , �� i� iy " � e -r � �� !'� _��.v`� F.;s ffl � RC��'� Lohre Reqidence Date si3i ' g �. Robert L. Araold Architect, P.C. � I Lot 25 , Glen Lyon P.o. Bo: 2587 noon. 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' , � �- �.'f � 1 - � .. � �.Y . . . � � -Y. ; �i.' � � . ; . . . . ' � i � ' ,� . �` :� �' � - C :" . ; - .. . � � . . , _ . . t�. 4 ` � "; - �. � . . . . . � . . � .� ' - . " . .. . � . � . ' j` � Gr �; .. �, . . . .- . . . . . , � � r'�`��:! m 'd� : 0 .. . . . . . � . r;�' . �. . . �� �:_ . y . _ - . e '. � ,-s .- . , . . . ' �-;p . r � 1 A10 i' � � �T.O. CHIMNEY _ - - ; - EL=134'-7 5/8"' O i R� OOF_ PEAK `� � EL-132'- 7 5/8"`- 212 12 ,� N i 2 2@24• " I - . . O i 8 75x25 5G� HEAD tD � � � E �=? 28'- 9° — - - . I � � � � Iate \� � EL =125'- 9 1 /8" � I �..I I � � O > � G I � � � � �� � LIVING � � � I � I � � I / � � i / I SILL EL=120'- 0" � a I � I I � F I L2V� L 3e — — — — — — — — — — — — — — — — — — — — # _ �=118'- 2" L 12BCl/60@12'� _ 12BCl/60@t6" J - Y EL=7 9� -�p -� � � _ I I O � I I -m � � A LIV / DIN �I � ��5 : � � i � e �=�� a_� , �: o a � r LEVEL 2E � ~ I _ _ _ E �=109'-�" — — — — — — — — — — — — — — — — — . 12BCl/45@i2 " — W?� — — � — I 4)12VL — HEAD (GARAGEI — EL= 106'-9" /� — _ ! = a , � } I A STAIR m � A GARAGE I -���-� � �� ii iiiii,,i � � � ii �,;,ii LEVEL 1 _ � _ _ _ EL =100'-O" — — — — — — — — — — — — — — — ` DATUM• 8118' '° f �i!�--��� se eaee aed i�� i i—°i i- i 1-1 I I_I I -� � �_� � �—� , i I-,j I=1 I_ Qra IIIIII�� I �III, I� 1= � � ; I�II Ll,�,ll a u' � � B.O. FOOTING ° EL=95 '- 9" ��°f i ;�� ��.. :?. � � �tA� " Of �/ V�De�A� i� \P G� � �"' " AB�ERT lDU1S o ., 7� : � . * ARNOLO ir ���,, ;<;%i _ � � � - � 27s ,� . � '`��`rf� � �G��� G Lohre Reqidence n8ce s 3 � � g4 Robert L. Arnold Architect, P.C. Lot 25 , G' len Lyon P.o. so% 2587 noon, co aiszo SE C T I O N � � W Nre�thaven Cirele 48 E. Beaver Creek Bivd. Suite 104 � � � �'�° ' � ''�° �303; 845-9829 FAX A 13 Veil , Coloredo - . . . . . _ . . , _ . . . . - 4r - — � , LAND DESIGNS BY ELLISON, INC . PLANT LEGEND «x, W.AFA�Fk �.k��KRL��. . � ---- SUITIi Z20 , � � G��` �° AVON. COLORADO 81620 ' ,d-,�- 13 ���4E��. .� i �� �6. � ��� ���.�.-�' s ,e.L . ' • :, `'J I `�' C�1��1� '�.�21�f.� C.l��'��. �d o'1�� �>k.E� � �v �• P.(). R( )X 1259 , t°�'° I �y� �� � IU- � �,},' AVON, COLORAnO R1620 b I � � `� I � ���J � � Z- '.� G4L . P.O. BOX 2fi77 � � I t�U I-�' -.�y-I' i \/j � � � VAd., COLORADO R165tt � ��T� �e �� g �.�1� �u.5 / ( i0 t ) 949 - 1700 �� � � r � � F AX: (30� ) 949 - ?2R;S ( � � � �� � � 1. �\ \ -- � � � } _ . I � i � � � �� ( �. � � � � � � �_ , � � � � 1 / � � � / { � � � _ 1 � � � _ � ~ \ / � i ( � , _ , 1 � -- - _� ; � � . i � ��� � � �, � � ��� � � � . W �Y �� �-�'��� '�� � � � I � � � ���� � � � � � � � �� � (,� �r �T� �. .� g � � � � ) � � � ,� --- � J / �� �' "'f � , �� � / ��� �' � z z W i' �� --`�� .� � �� � - — � � � � W � v G � ;\ �� � , �y� � _ � 0 � a o � � � `��� � � � � � a � -� � � u��� � � l '� ' �' � � `J � , � , � W � z o ��J'-� i>C, � ; I d�_� � J W J \ � � � \ �� � 0 � 0 � Y � ,� � . Q � �r; �1� �.� To �.r�t�� � � � � � ' �. � , c-� G _ � s � ---, W m � � � - C+���� , ( I c � � � � > ` � � 1 � �-- = o �`�� �� -ro �. , `� r � � � � 3 � � � ' - � �, � i � + '�''-� �� � � ' �� I E R N E �fi°' - - " � ,, � _ -� - -- _ - - _ __GEN AL OT S . , - - - — - � . / � � S . • �� / 1 . All plant qtlri�l shall Oe pLceA in piLi �aviny � �inimu� diaeeter � I �— j � ' oI I50 percent of Che plaot ' s total roat W11 or contairrer volre . i � \ • � -- - • /`�� 2. All plani qterial sMil be Wckfilled wit� one Part 9eataos5/ta4ost � - � • �. 1 l / � � �}� ����}�/y� �v el %tui'! [O UM pirCS tOpSOiI . � . . � , 1 • • � �Fi' I I I Ir , �/ �_ . � �� ;� �7 . � ���+� ' . f ` ' � y � ` / 3 �ixture(one �iubic�yara caqast�perb350 s�q efeetthoneaubicDS�/taAest Y i ` � a . , i sppagnw peaUOSS per 250 sq. Peet ) I�M C711etl into rock free �� - „ s. ..`,- �� , , � '� , topsoil to a niniwuw depth of six (61 1ncAes . 7he capost ts / � - s - � , . � W Ee supplien fran Su�wit County Undfill or IMils/LuncefoM \ �� �'�� �. � t Nursary fn �illon . 1- - ,� S .5 .� -.. - � r � -� \ � a ' . . ,- �` ; � � 1 . At ali plant b�ds . mi�t �fxvre s�all rifae � �ieiwr of four ( � ) 1 � ' i, ��� %?' / feches abore all oLher finSs� .qr�dss. ' ` � � �� � '% .- i 5. All sAruE beCS anE trw reils will be eulched rit� Chrae l3) incErcs . � � , � ���� � ` � ; -' ��� � ;�..'� .� �� �t� � �„ fhreCdCtl MrOwooE DDrt ilY1c� . NERMCE01}S ►LAMTIN6 BEDS SN11LL �� � =ysY � NOT RECEIY£ BARK Mllldl CAYER. - /� // ��'. .r, . � 6. biackf Colors0o�iwus paat . � coparessed vttn ona-half (;l 1ncA _ � r� � 1 I `` f" 2 �,� 7 . Alt aeciduws treas �e� ta ee stakM ri6h 5 foot steel ' T' �takes \ � ��� "'��� `��� i u with i12 a Ivanized dre and 1 � \ ,. .�9 Y� 9 � . 9+ ti lnch ride . 9reen , I)ATE���'�" �y„c.. . ny on troe straps . h `� -� 8 . All evergraen trees SMIi Ge 3NIceA wiih tpree Y foot ' T ' sUkes � , F' ��� �� evenly spauG arouna tree ' s conopY skirt i guyea ritn /12 g�uqe . . KEVISIONS : 9alvanize0 wire aaa lk incn riAe , green , nylon straps . _ rj� � � � �I 9 . Atl ever9rain anA decidiqus trees sAall 6e p, vSEW wltA� a 'Tree I Wtll ' �t 1c ' s Oasa . IIe115 arc co De urM �scrYCUA having � �` I�,n " � „��:, `• I , � �ini�w shallw depth of four ( 4) 1 �ches . � ' IZ,� �` � �� T7 — ! II �7 10 . All ne�ly plantM trees sbsll pe rootfed at the tfnr of planNnq. ! , � • �nncluaf f �Yitmin B-�2Fa,M atslowyr�elease~artrosl�izer N�`v7�ilwul��tOr �/J�1 D/� / I �'� � r" � of U- 14�- e0 + 2f Iron . 9 eMnPOSition I � / � - , , ll . UMeis noted �y tAe Arawinqs or by tec�nical speclHUtions , ati i laatin �etls sha11 oe se ratee�Sro� n�tive y \ � � � �nstalla[ian of 1fN ■ 4 �n�h galr�nfzea steel9edytng. aEdgfnq� � � � sh� lt be tacketl In place wit� 1Z fnch eAginq pSro spaad eSr�ry � ,�, �. , w .; ���s .�� ,�... . PLANTINO � IL � - . iZ . p11 ieed sawi antl fertill:eA areas ae�e ca Oe 1igAtty nked inm pLAN a , � - Me wil �nA geaer�lly eefsGMd. - . � � / � � -�`?� , I . . l3 . One appitcation ot a A1-anOn�w P�spnate fercllizer , 18-40-0 l �� . � �.��j��, ,(�L i'���� Sbali pe UroadcasLea prtor w seaainy. TDe raLe nf �DDtiution �' ����' ` � ,� �TI J� �y , �j 1 , sAall Ae 7-b Ibs . per lUW s . f :. . // F� � I�vFP a . / ;:j � \ � �� � I , �� ���v «r.F--. � �� I . 14 . AI1 AlsturDed "areas �designaEed to receive �acive pnss treaueat L � � '� � � �� u'�R �•�` ��L4'�� shall be revegetatetl by sowing tNe fol7arinq seed wixwre at a � NOATN � rate of 12 ibs . per acre = . 20S Manthar $sooth Braine � - \ ` . - �30f Linn Percnnial Rye � • • / 1 _� 20f Kenwcky 31 Festue // , ` � — � � 1DS Vocaeec Orcbertl 6rass - C/ . C � � � . lOf Tiwthy ( , �; , , , ; / lOf Sheep � Feacue ,,� � ^ . ��`� ` ' � 15. Nulch ali s�ea sam areas wfth 2- 3' . of strar or My t�at is froe s ea , . � i , � . , ef MReds . _ . � � v:v"�i �"f.. il . � ��� � / — . 16 . AI1 strow �ulchaA �rtat arc tu Ee LxkiHeE witD �pyro�e0 orqanic � . r�p� ;"` � S ,F�?� p p \ . �� t�ckifier at tl�e r�te of lZU lbs . ptr acrc. e p � a-` ¢ ,i f 4� 5 � € {;� �f� , �`9 0 �.' -� l:z' '�i A t � 17�. Landscape Coneraetor sMll suunit the coAaey ' s wrict�n bcrene � � �/' . � regaratng it ' t poticy on Vlanc 6uarsnt�e aetl Replace�enc to tNe ����r i , - � Uwner . Each 6uarenc.ae snall confor� to tne aini� sUndard of PROJECT PRiMAER�.Lt � _ � , repl�ciny all raterlal including labor, d� to the sickness or . � death of a planc � ritn cxeepttons ) , for � peNOd of one year follar- / i � � � � . - ing cne plant ' s instalLtSOn. ' L tiCALL� I — ��—v 18 . It shall Ce the LaMSCaye Contnctors responsibilfty to conHrn � . . _ ail desiqn criteria as noted Dy tpe dnrinq or techn}cal sOecifi - SHBL-T� • _ , cacioes . Any oiscrepencles , deletions , Wditioes , or alternatfons - � . � � to CNe dr�rinqs or speclftcations sha11 be Dreseeted in rriCYng - to [ht proJect LanASCape ArChiCKt prtor to ins [allation . �.,., - - - - - � +- � • � . � ' � � 1 . . : . . ' . . . . ' i . - : . ' . . . , f .. � ' . . . ' - . . . . . . . _ .. . . i Y. • . , if . _ . . . . . � . . . � . . . . . . .. . . . . ' . . _ . ` ' . • � . 't . . - . � . . 'T. � . _ . . . . i .H . _ . ". 1'.' �. J�� � v > > ? . rkY .Y ,�, . .i�r . "� . . . • , . . . . . . . . � � - ' . . ^ ' _ . �, �� � . .+ . ��r. � M� F _ t - � _ ',�' ^" { �''v�'fi ' �_� � ', • � ti,�,t}4� � A� f�i .' � . . ' � . . ��iE" _ ��� ' . 1 J . � ' ' . . r,-�. *. � � . ' ' - . ' % �-,h�. � . . - ,�-�!y:P Co9'—t7� . . . _ �_�� 2 '�'—G' 1G'—O" ' 29'—O' � - . , • n i�� .y-�L , � , '. ',., S , j u. . � � � . , • '�lr� ' I ,': 9 G � � ' . -. ��:x SG SG . i ti .. i - - - - - - - - - - - - - - - hc - - STEP - - - - - - - - - - - - - - - - - - - - - - - — i . I , WALL � . . . `�',� . I I a� i i � �,.- � � i , � Cizo'� i/e'7 Uzo'-z i/e"] : ?„ � �,, � - , ; � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , � , I I ' U11'-4'� � I . . _ ; �,�; ^ I I I I • ._ '� �i � � � � � � .; I I I � O I � S��ING 4' SLAO—ON—G2ADE � ��8• � � � -' W/ 6XG W2.0 X W2.0 � I - O v L i W.W.F. � i I S7 � � ..:��.t � 1 I ?. ' N I I I � � I I I � N� 8 I I �'—O" X �'—O" X 10" FOOTING � ���� � . � - I �� W/ C'�)—scS EAGN WAY .' 8 S� I I I � ,_`�. � , , , "t CONC2ETE 7 STEP 5� � 12 " � WALL � I . � : ' •� - . 02ACKET S� GONG2ETE I STEP r — — — � r — — — — � STEP i � �•� ' � � .�. �� I HAUNCN _ _ p20'� 1/8"7 _ � � I I I I I � � . j . _ i - - - - - - - - - - - -N I I I I I i I � � I � I � y , . . r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - I I I I � I N •. . - O I C� 10" � - -� - - - -�99'-4") - - - - - - - - � I � i . . _ _ _ _ I ' I �}�— �o �`�S� I � �� � L - -I_ _ J l — _ _ _ J i � � FOOTING I � = ' _ .? V :' i II'— Ii j/ �+.' I � ' . STF� � [I17'-10 I/8"7 � I � r — — � � � i ^ V I ' ?' - � �2 G x 2'-6' x 12' � � � n O � _! � � ;� IFOOT� w/ J , � I I � _� I � I�'�)—xS EACH WAY �—i � i I I S� �.• � Jl � " I ' � .�T' _ � i r — T - - - - — � - - - - - - � . I I cioe'-a") � � � - - - -' o � I �` � " I � I I � I � i � � � � 2 I ; '� N I I 1 I � I � STEP � I � � � I � _ � I � S7 I � y I I , I _ _ � bl s� � �� . � � i 6 I I P " I WALL � � •-� ;� I �9 � STEP � I '�� �j � - - � I STEP � � I � I I N I " SLAB .LJF-GRAOE T.O. GONC2ET � Ig I 4'- I 3/4- � I - - - - - - I I - - - - - - 1' - - -�, - - �tll'_!� '�/8"7 - - - - - - - - - - - - - - - - - i i STEP .. -- '�;�.� � � FOOTING/ 6XG W2.0 X W2.0 108'-11 'S/8" Ii I � I . � I i - - - - - 1 F - - - - - - - - - - j - - - � - - �104'-G 9/8°) - - - - - + - - - - - - - - - - - - J FOOTING ` +f � n a I I I I � � STEP S6 S� � I � - - - � `� I I I � i �-i. � I I � '� I I FLOOR � � \ � � - . � I I I I STEP g-� i ;,:� � CI08'-II '�/8"J . � - - - - - � I _ ' � I I `� FOOTiNG � . , - - - - - - - - - - - - - - - - - - - - - - - - - - - ._ : ..�. 1 � N ` - - - � � 41 STEP - I � � I � � I � � r� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ,f, I . . . , � I ! � � <99'-4") , � - - - - --,��� _ i g I I �,�, �., � I � 7 SG r, � I � \ STEP � I i � � � :� I = - . � ;K � STEP I C K J O'—O'� � I � - - - - , � v 1 9 � I 100'—O' r - - - - - - - - - - - - — - - - - - - - - � , u � � �1 � 41 '� � � � ; Q � � I r - - _ — _ _ _ _ _ _ _ — _ — _ _ — _ � �� — _ _ � \ � � 4 Q , . � :.. � � I I � C9G'—O") I ti� — — — � � � � \ I I . _ .: �y I I FOOTING I I �,} I \ \ � � � � \ � � S� l�9 � - , - : � � STE� I I I �y � � � ' ~i. I I CMU PLANTE2 S6 I I � � � � � � � WALLS \ \ \ - � � r - -I- - � GO� � I � � - - - - - - - - - � � \ \ \ � � � � \ \ \ � � • .: �f ri � - - - - - - - - - ., . i i i i i i i � � , � , � � , - `' ; r; � �t FL.-OOR I I . •. � � � \ STEP WALL � I I \ � � � � \ � � TOP OF WALL � '-� � - � � L _ _ — J ,� STEP I I I � � \ � � � \ 2E: A2CH. � - I � � N g � I I . I � \ � �; r _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � \ � � � \ � � � �J� � � � � �� � � � . . � I �'-6' X 9'-G' X 12" 1 � \ � � � � � � , � FOOTING W/ � I �,\ � � \ � � \ - . � 4'-10 I/4" (4)-aS EACH WAY ' - 9 i/2.' 3'-4' '+' 4' 9'- 4' �'-8 t/2� ' � > � . � I � � � / � � � - I � I18' / � \ \ / \ \ � � � \ � I I � \ � � \ � � 4 I I � I I �(96 \ \ /// � � \ \ \ � \ \ \ •. I o) \ \ '�r S6 � � I 4" SLAB-ON-G2AOE 99�_y I � � � � '� � � � � W/ GX6 1..12.0 X W2.0 � � � � � � � � _ ; r, I I W.W.F. � I � � `- - - - - - - - ' O 'q I � � � . � - � _I � � I � I � � � � : � I . ` _ _ _ _ _ _ _ _ _ _ _ _ _ � . O a- � � � � O � , � S� - Go � � �- � � � O U 1�I D A T I O 1�I i� � A 1�I T� '>.� � i � ,- - - - , �� � , ��y i i . , I I I � I I I /4" = I'—o" , `; I � I I � � 1 � �� '' i i L _ _ _ J � i , i S6 I FOUi`iDATIOI�I 1`IOTES = � , � I i � I. �ATUM ELEVATION 100'—O" EQUALS AGTUAL ELEVATION 8118_—�__ � � I � I I I 2. CXXX'—X"] INOICATES TOP OF FOUNOATION I,JALL ELEVAT�ON. � 'S�-6' X 'S'—G" X 12" I �4� � I (�sr5 EACH WAY WALL � � '�. (XXX'—X") lJOIGATES TOP OF FOOTING ELEVATION. �_I I � STEP i r, 4. GONT2ACTp2 SHALL FOLLOW ALL 2EQUI2EMENTS LISTEC IJ I I � '� � � - I � � � �y SOILS 2F�'ORT. i L� 3 u � � I I � � 6. CONTRAGT02 SHALL PLAGE (�)— r�S VE2TIGALLY FULL HEiGHT I � l � � J � � — OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN � S6 � I I � " 4'—O" IN AOOITION TO WALL 2EINF02GEMENT SHOWN OTHE2WISE. � � FOOTING � G. FL002 ELEVATIONS SHOWN ARE AT TOP pF SLAB OR TOP OF PLY— � i i STEP � i j � WOOD FL002 SHEATHING. � I SG i '�. FOOTMG ELEVATiONS SHOWN A2E MAXIMLJMS ANO MAY NEED TO I I � - . � BE LOWE2ED DUE TO SOl- CONDITIONS. VERFY GHANGES I.J/ ST2LJC. EN . ���(�N��A���hp� , �, _,. F I I j a-� � ; ,�;•�" ��`rE�:�G,y�o� � � � 9. WALL I � � � � rt 1V!'?_C��,Ic-'��) � '�a . � e� ���•. � � FOOTIN STEP � � , p�� � j : ' �; s " '� . � . _ . ' I � STEP STEF � I Ptl '� � � ; - ''�a-�� a � � .Y � ��11**. I I I . , . G �� j � �cJ���:° nL N:'a��,,� 9 �. .�<' - � - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - -' � � ., F •.....• Cx ,� � _ '.�� OF � �LC� ��. . I � i� � I '�,m� � n�a` — — _ _ 1 _ — _ _ _ — — _ J N I L _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _�x_ '. y� �. ������V ! a I (9G'-O ) � 2 LO H R E R E S I D E N C E Dete 5/19/94 Robert L. Arnold 2 Architect, P. C . � � S6 LOT 25 , GLEN LYON p .o. BoZ 2587 aoon, co e � szfl o. � a -��� i�,_�. ,g._�. ��J �q � W E S T H A V E N C I R C LE 4B E. Beaver Creek Blvd. Suite � 04 ,�4 VAIL , COLORADO (303) 845- BB29 FAX S ' U00 l J _ .� .�.. : p� �• �� T rl�.��� ,_ 4� . . . . � 1 . T� q �Y � � .til - . . . K 4 { x ,. ..�+ t J ' � . . - � � e o-,. " ": ' 7 ��- ' , �;.,- -- �{ - ��. • .�� " �a? aX �� � F _��� � , L- ;;- f . , � ' r "�.�r,•.• Y! • � � l y . t� ' iK ��� . ' .. . _ � f�� � � - . . " .. �� �l "�w r�. - � . � . � . Y . 3 S ' � � � .,;� ._ � ° ' �'L7v.�_ . s_� .. . . . _ . . ' . � � j=-,�; . yr ` ` . . . � + �}� '�f � Y � w � .�'i - . ,f�v , , ay , .. L � � K : �' t %�lJ.(IY� ,� l ' � µ ' . . � I 'L. � ;� - ' � . . �. �� � .�( . a � � F 4`''�,1�T, ' � � ' . . ' f'• + ; - . . . . , `,_'° , :, ,� ' " � +.l:�j. ' � . •Z , ; k � rs ill''G '�/8" T.O. SLAO 8 , '_ } . S6 ■ ■ ■ � . II � I I / s� � I I /' � � � I I ` / 1 , VO > I � ` SLAB-ON-G2AOE ���� m N � I 2E. SHEET SI � �' N � 9 1/2" V.L. I � I � � � \� 6j 9 I/2� BGI/4S -� � i . . b � � Q ,� AT 16' O.C. > S� I N � I � 6 �2)-2XI0 I ' � ' C,:, � 108'-11 '�/8" I I ,. , SLAB-ON-G2A�E i T.O. PLYLJO I/2' BC�4SI 2E: SHEET SI � I AT 1G' O.G � - � Snt.�EQ � I I � C�)-9 I/2" V-L- ��'. � � FLOOR � I � > > ST� � I I I QAr1e N N miv I I �- * Nt- � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " _ _ _ - - - _ _ _ - - - J ' i(1 A1 Q I BEAM G��, �� 108'-7 '�/8° ' . I � POGKET �--� � � FLOO t.0. PLYW � �J oj � -J!(� �j �2 STEP 12X12 R.S. GOL � P�O LP ONLY ': ;. �_ I f- f- zxa P.r io��-e �/a" � ;., 5� � p� k p � ovez- iz" o.c. � �; . ��� G �� FRAI"� � , O � � �,' j iZ" BGI/4S � � � ' � AT 16" O.G. - - - - - - - - - - - - - - - - - - - - - -�4)-9 1/2' V.L. � . . f- G O`'� p�� . � J i � _ j 108'-il '�/8" � � . TOP OF PLYWOO� G � O� 4 fJ - S� � 1Z" BCl/46 d� AT 12" O.C. � X � O`�� �9 , 3 " � 0 � j ", /2�� j �� �. � � O .•' :. G i ���� (z)-zxio � 12° BG/46 AT 12° O.G. o[ ' � � Q f' ; F � � G � �� � > , v` O � i.�� innrrq �v > .,o pp� � �;9G''�. � V O�{ O�V � :Q�� �' G � T ke �?�,,�� . � �c�: . .. • . d1 I : ' � � ��)—�2� V .L. � � �\ � �� ��^ ,' _ •A � *. � I i O��' SINPSOhI I-UTF G � �� _ � NANCE2 .� d7� � a e k � S y :� �J� J �r..u ..•• �y�J. ryt" 3TC � t : �9 , .� �N � E. .° ... ,. ��, / � ' ''•� ��F COL�ro � ,q/y.� � /-_��_/'� ��pn � nu���� k � �� !O % N M � LO H R E R E S I D E N C E Date 5/19/94 Robert L. Arnold y Architect, P.C . , � LOT 25 , GLEN LYON 4g EBBeavee7Creek Blvd. CSu te ioa � '' o� WESTHAVEN CIRCLE �p ( 303) 845 - 8117 � ^ x I �;J VAIL , COLORADO ( 303) 845 - 8829 FAX L �NI� U00 S e I ^ r�� . � �''R�F t_; - � ' � � { �}:^i . � t. .7 -Li• * � Y { ; �l _� � . � . . . ' � . � ' . ' � . . , : ' . - . . . ' � y" ` , '���Yl+�'i�'�� �' T-vi °atiq � i,. �� .�3 K � � , � _ � . . � � . . " . `-� � . - : , . , .. - . _ . . _ �,f � �� r - vT. ' _ ' � ... l .� ^t . �` y • ��. w � . . . .. . �. . � Ah`� a���� v,w. 1'. � . . . . � ' � � , . � . � . � � � `•a � � r''w�. � , i . . 1 '�'� � . � � �- . _. . _ � . ' _ ��_�, � v�. ' � - . . . . - . . . ., � � . ' " � _ ' . � - � � '.i +.'� � ,r:'. .. . . . , . . . � � . , 9. , �a �� , . _ - , . � . . . . . ' . . - . � �.- . a . '_ . . . � Y`_, #/� .,F ' . . .. � . � . . � " . + 4 r ' . , . . _ , ' �c- : 2',. ' - - J� i`�r.. � h � ' . . , . - ; . ' ;Y}: , 'i: �� � �t b, , , . . , .__ . ". .. ; � S� f . . . , . . . . �.��{�M- ' . . . . . ' i " ' . . a�3� � f 9 10 S� S6 r - - - - - - - - - - - - - - - - - - - - - - - - — � � I � - I � � � � . FL002 Q � � � STEP I i i2o'-� �/a" � �o� � 7.0. PLYWO00 � � N �9 - - � � - . � : _. : . � � . I �� 8 � 9 1/2" BGI/4S �j � . I AT 16' O.G. ,� � S6 � 8 � G �,. `D ��i • _- -( � O SG 4 I _ - _ _ _ _ - . � t�' '� ��tQ�'� CONG2ETE HAUNGH �2}6 � � � k �2 - G 2E: FOUNDATION PLAN (SI) � (j)-9 1/2� V.L. (9)-9 I/2" V.L. 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INDIGATES VE2SA—LAM BEAMS AS MAhIUFAGTU2ED ' ? �J�' BY BOISE GASCADE COP02ATIpN. ALTE2NATES SHALL HAVE THE ; � SAME OR G2EATE2 GAPACITIES AS LISTE� IN THE ST2UGTU2AL GENE2AL NOTES. � G Z. ❑ IN�IGATES COLUMN DOWN UNLESS INDIGATED 6Y °LP ONLY'. . � - - � �� ;a i � f '�_ � INDIGATES COLUMN UP AND DOWN UNLESS IN 6EA2S ON � �v' '� CONG2ETE WALL 02 FOOTING BELOW. � G , . . 4_ ( ) INpIGATES TOP OF BEAM ELEVATION. - S. � WDIGATES TOP OF ST2UGTU2AL FL002 SHE'ATHING � ELEVATION. • � G. HEADE2S SHALL 0E ('�)-2 X 8 LR.LESS NOTEp OTHERWISE. , J 7. GOLUMNS SNALL BE ('�)-2 X � LINLESS NOTEO OTHE2WISE. " > I > ' N � N 8. EXTE2102 WOOD COLUMNS SHALL BE CONTINUOLJS F20M FL002 � 12° BGI/60 `� � TO CEILING OR FL002 TO 200F. TRIMME2S SHALL BE ADOE� � AT 12° O.G. � TO NOTEO COLUMN SIZES AS 2EQL11RED. � 1 9. �NpIGATES INTE210R BEA2ING WALLS. FL002 JOIST �: v ; J ;� � ATIONS SHALL L.INE LP WITH STUDS BELOW. � � � > 10. EXTE2102 STUDS SHALL BE SPAGED 2'—O�� O.C. F02 I.JALLS - SH02TE2 THAN 10'—O". STUDS SHALL BE SPACED 16' O.G . — iV F02 WALLS SH02TE2 THAN 14'—O�� AND HIGHE2 THAN 10�—C". i I [- � 11. ALL 6EAM/BEAM AND BEAM/GOLUMN GOnAJECTIONS SHFiLL BE �� �enn��� — MADE WITH SIMPSON STEEL PLATE COr9JECTORS LRJLESS NOTED �. `� O � CD ���,� OTHERWISE. , > ' E s>0��,, • 6 R . .. - I �i�G�±: • �� „.'n � �/3f� ; � g• �,.,� -;,���,.,� ' ��� � • � � � . � �� ��� � � � �2 B � t� • s 6 ;:�. %"l�'a�e N. i `� �• �J J � . _ . . . . _ _ _ _ x / a�j� ��� C •� oa�• �y` ,. � CO / � ���� �m,�`���, ri N n � � N Date 5/19/94 Robert L. Arnold = L O H R E R E S I D E N C E Architect, P. C. � LOT 25 , GLEN LYON p.o. Hoz 2587 Avon. CO 81820 � WESTHAVEN CIRCLE 48 E . Beaver Creek Hlvd. Suite � 04 m� (309) 845 -8117 � � �n� VA � L , COLORADO (303) B45 - BB29 FAX Uoo . :7i': : �- _ . y �, � . 1. . . y` : �� �. : ;6i' � � �'y � i . � � . � . - � _ c 1'� r7� }.�-�w� ��`�'_ � . - ' ' . . . . ' � i.��J,�l�,i�i�t � � � . . . , _ � •� � #/ M1 �� . � i F .� j� :. ' � ' . 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Y �� ` �5,�? � � 2)-2XI0 l7 2 -2X8 � -y � � L �� N � pC ' R � ^ 4- . ` � N �j �,� S �vXl2 2.5. x 'r,', k., } � J �9 �9 � � ,jl . N � Q EVA �. i <2>-i2" eci/�o N � "� :�,,, ( AT I!e' O,C. - . . i. S X : . N ;.i` � -� 127'-1- '�/8' �'-�, �?� T.O. PLYi.JOOD �: � � f ' � � - — X l' N i � � � � � v �` G �?�)-14" M.L. � . . . :, -,�,'{. ' �127'-0 S/8') -f- . _ . . _ _ . . . 1 ; . ... � 3 GO� _ 's ,' �� i�.Mo � - :���-� s - �� � . . � r � � - �t S . . }. R r� . � . � ' �r��r' � � � � � V � � 4 A1�1D � OW � 00 � � i� AMli�l � � � A1�1 �I � i �i X � N N � � 2X12 AT � 'n 2Xt2 AT � Z4' O.G A1 I/4' = 1'-O' Za• o.c. N w " WOOD �RAMI1�16 i�iOTES: � ' x �7 t � d � � I. "V.L." INDICATES VERSA-t_P.M BEAMS AS MANIFAGTUREO . � � ' '� f� t � � BY BOISE CASCAOE GOP02ATION. ALTE2NATES SHALL HAVE THE 1 � SAME 02 G2EATE2 GAPAGITIES AS LISTEO IN TNE� ST2UGTU2AL � � � GENE2AL NOTES. . �� � .r 2. ❑ INDIGATES GOLUMN DOWN UNLESS INOIGATEp BY °LP ONLY'. � '�. � INDIGATES GOLUMN lP ANO pOWN UNLESS IN 0EA2S ON � , �*N� CONCRETE WALL 02 FOOTING BELOW. � � �. (3)-2XI2 (9)-2X12 n. ( ) II�IGATES TOP OF OEAM ELEVATION. � 6XI0 2.5. 6XI0 2.5. S. � RJOIGATES TOP pF ST2UGTU2AL FL002 SHEATF�NG � ELE V ATION. " 2X12 AT 2X12 AT w 2XI AT 24" O.G. 24, � 24" O.G. !�. HEAOE2S SHALL BE ('�)-2 X 8 11�LESS NOTEp OTHE2WISE. y r2J �Z, 7. COLUMNS SHALL BE ('S)-2 X G IJJLESS NOTE� OTHERWISE. `� Cvf� \�t'i 1�2+ �t� 8 TOTGE�NG 02�FL002 TO ROOF. �TRM�E2S�S�HALL�BE A OE�O I ' lvXi2 2.5. c� Lti 6XI2 2.5. TO NOTEO COLLJMN SIZES AS 2EQLJI2E0. f �C 9. �G�DICATES INTE2102 BEA2ING WALLS. FL002 JOIST . `` � {L `� J� S -_ �ATIONS SHALL LME lJ' WITH STUOS BELOW. l � 10. EXTE2102 STUDS SHALL BE SPAGEO 2' -O" O.G. F02 WALLS I� � Z4"IZO.C. 2+ 2XI AT � \ Z4'120.C. � - � N i tj nl SH02TE2 THAN 10'-O". STUDS SHALL BE SPAGEO i�" O.G. t_ X `'Ll Z`F� •C• � X F02 L.IALLS SH02TE2 THAN 14'-O" ANp HIGHE2 THAN 10'-O"_ � � � II. ALL BEAM/BEAM ANp BEAM/GOLUMN GOt�INEGTIONS SHALL BE ' � �������� � GXIO R.S. GXIO 2.5. MADE WITH SIMPSON STEEL PLATE CO�INECT02S L�ILESS NOTED � » � (�)-2X12 C'�)-2X12 OTHE2WISE. � .•� � ALp ����� c •' �` r �RFO•��'�. . c . . ' � c^: ('�)-IG" V.L. 2Xt2 AT ��n �f �a:� � ��• ' , 24"120.C. 24' O.G. ' $"' ±"'� � g 1tF� O • . �. � � � �%{� . � :. . ,� : _ E � ,-� � -`°• � ' k � � �d f_ ., y .� 3 E �'�9TF �: :. .��PJ� � L � ' /C // ��� � '^'��"p` ��� a� �, � ,P `� — � o o[ o[ �� " s g LO H R E R E S I D E N C E Date 5/19/94 Robert L Arnold � Architect, P. C. LOT 25 , GLEN LYON p .o. Bo: 2587 Avon, CO 81820 � ma WESTHAVEN CIRCLE 4B E. Beaver Creek Blvd. Suite 104 I' �NV 303 845 - 8829 FAX S 4. , : �oa VAIL , COLORADO � � � _ ,4 . _ . . . . . . . . . . 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' .,...M.r��'�` `�f- . � �Of ' i �'' ?� 8 '�/4" X 19 1/2" G.L. �9 C2)-12� V.L. � �,�, r�� X10 2.5. _ _ _ � oi Pz�a.e RooF ��? `P • -� U TRUSSES AT 24' O.C. . � . - ' Y� ` SS: �� o� a 0 , � + ' 4 .� . i N � � , .� 4 � •9 � J �� � l7 � �Q � S ; - � � Q `r m ., .� U N � � W Q ,M � 0 x W � � � ` �i � . � � � �� � �� N N � � j 21�GE LIIJ� . i � v x~ � � ` � � NQ - - _ ♦P -. N ,�j� 1 i N �2) 2X10 � . :'y r:�' l7 - � ;:j" F . :[K' 2X12 AT '^_ "n m �� ¢ U � / � � Q 2'-O' O. . "N 0 d - N3 . � . �r�r c N N �2)-2 X10 - XF NQ - ; ! . - - ' q;. '..R �. -v - v.� t,: � - �' ; .� -*' . '� -� �� �. r 1 :� . ��, r,� � t . - ? : ''' ^i'�-n � `,.,:. , �. . �,. :, , G , �< ; �: �- , f CZ�—Z X IO �(1 . . l a E y i p� O( . • �.iC• '� 3•.�.� 4 � r . � ' l9 �9 �. �'.�, a' ;;'' u � � � � � oo � � fi� AMl1`I � � � AN N : -. = . _. , �: i/4" = 1�-O" - ` ROO � �RAMII�I6 1�IOT�S= -�� , -� .. t. ❑ INDIGATES COLIJMN OOI.JN UNLESS INDIGATED BY 'UP ONLY'_ - - " ° '� ; � ���� +' 2. ( ) NDIGATES TOP OF BEAM ELEVATION. � � . . . � +t• ✓ ? ,�� '�. HEAOE2S SHALL BE ('S)-2 X 8 U�LESS NOTED OTHE2WISE. - ` � �' }, : - 4. GOLUMNS SHALL BE ('S)-2 X G U�L.ESS NOTEO OTHE2WISE. � �. � � � - S. EXTE2102 WO00 COLUMNS SHALL BE CONTIhiJOLJS F20M FL002 � � ' � � TO 200F. T21MME2S SHP.LL BE AODED TO � ' � . NOTEO COLUMN SIZES AS 2EQUIRE�. r � G. L�� INDIGATES INTE2102 BEP.2NG WALLS. JOIST . . E G GATIONS SHALL LINE lP WITH STUpS BELOI.,1. • 7. EXTE2102 STLJDS SHALL BE SPACED 2'-O" O.C. F02 WALLS SH02TER THAN 10'-O". STUDS SHALL 6E SPAGED 1!�" O_C_ - F02 WALLS SH02TE2 THAN 14'-O° AND HIGHER THAN 10'-0��. � 8. ALL BEAM/BEAM AND BEAM/GOLUMN GONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNEGT02S UNLESS NOTE� OTHE2 WISE. Pt2EFA8 200F T2USS NOTES: I. P2EFP,BRGIATED ROOF T2LJSS LOADS: � � � LIVE LOAOS AT TOP GH020 = 80 o/FT � : DEA� LOADS AT TOP GH02D = 10 s/FT � � DEAO LOADS AT BOTTOM CH02D = S �/FT W1� LOADS SEE ST2UCTU2AL GENE2AL NOTES ST2ESS NG2EASES 02 LOAD REDUCTIONS A2E NOT PE2MITTED. �.�..... . _ _ _ . _ _ _ 2. SHOP pRAWINGS SHALL BE SIPPLIED BY MAt�YFAGTU2E2 AND Y� � ``�0 �� �� ��a•� � � REVIEWEO BY CONT2AGT0� A2GHITEGT, AN� ST2UGTU2AL ENGINEE2. .� ,��• '���', �� '`. e'I� �I Yel�'.e �. � 9. THE TRUSS MP.t�iPAGTU2ER SHALL �ESIGN AND SHOW ON SHOP �:4�' �, ��� , ��:,GF� D2AWWGS ALL TRUSS TO T2USS GO�INEGTIONS. � � ; . !`t nI " 4. SINPSON HO2.S GLP ANGLES SHALL BE INSTALLED AT ALL tir �� ���I '`* '�J�/� � �" . EXTERI02 WALL T2USS BEARBJG LOGATIONS. e{¢� ° - �" 3`"� � + �� '� ; � �, Y � �v �.:a�. t� e � �a� G�� " °� � I `� � � �/ I�Si L• /p�e we °°• a`>�,� � - - � l/ iy/ � ``, '�,`!renuuuN, ,`,• N �� f m � f � LO H R E R E S I D E N C E Date 5n 9is4 Robert L Arnold = Architect, P.C . � LOT 25 , GLEN LYON p.o. so: 2587 noon, CO 91620 o� 4B E. Beaver Creek Blvd. Su3te 104 „� WESTHAVEN CIRCLE a 9N� (303) 845 - 8117 � � 3 VA � L , COLORADO (903) 845- 8829 FAX UO� 1 _ _ ' _ <. . . -. _ _ �- _ . _._ __ ' �� -,. . � 4s!�:114i.' � �.. tr_ 1:' '�.�� _ � - .� dii-�� �.�` 3L. : .e: - . S`^Lt _ . ��t '- . '2'r`! i4 .^. ''. � �� � . � 1' Vs, � : r -. r�t� . ' ' �s ' rl ' " � . a � � � rt� ✓:� � _ ' _ - _ (Z)-10 GAUGE D2NEWP.Y (2)-10 GAUGE EXTE210R STUO --� � SG2ELJS AT EXTE210R STUD SG2EWS AT �,.,�ALL 4° O.C. TH2lJ WALL 4' O.C. TN2U SHEATHING � �� SF{EATHNJG 2E: PLAN / � eS AT 2'-d X � FLOOR SHEATHING N FLOOR SHEATHING FL002 SHEATHING Z X 2ppE0 W/ WATE2P200FING 2 X 2PPED (TREATEO) W/ � _ FLOOR SHEATHING (T2EATE0) W/ t/2" m X 10" 4• OEGK JO�STS 1/2" m X 10" � ANGN02 60t-tS , 2E: PLAN FL-OOR JOISTS ANGH02 00LTS AT 1'-O� O.G- 8� =III o � o eoe . W/ SIMPSON IT EXTE2IOR STUD 2E: PLP.N AT 1'-0" O.G �L _ 4 � `'; ° oo� � i � NANGE2S WALL W/ SHEATHNG /' � STOtiIE PAVERS ZX� TREATEO I..I/ _ (2)-� GONTI _ ��< ` 2X12T2EATE0 W/ I/2 m X 10" A.6. (2)-�S �S AT 2'-O" � * �' ' ' . AT 2'-C7' O.G. \�-G2AVEL 6ASE 1/2 d X 10" A.B. � AT 2'-O" O.G. (4)-� \ - _ _ I -III Z X 4 KEYWAY � a5 AT 2'-O" O.G. C4)-� _ -��� (4)-� - -� . - 2E: PLAN .. _ . '`�: - � BLOCKING =III = III MS AT 2�-O" X - _ =III FLOOK J019TS LEGS =III • ' FL002 SHEATHNJG FL002 JOISTS 2E� PLAN W/ � I ALTERNP.TE III III° , � 2E: PLAN W/ SIMPSON IT N � SIOES . .z� . . 0 , � SIMPSON IT HANGERS . _ . , . � � HANGE2S . _ � �• � � ' •' � aS AT 18" O.G. b IIII IIII _ � r , ' � VE2TIGAL � . � _ - (2)-� GONTN�LIOLJS . . . . f . . ., ya k � � ' H021ZONTAL .� � -' - lo" =111 IIII ;', 2�d • � � - 2E: PLAN �:i. .� . , . lr� � � . ���A��,sTS � � G T I O 1`I 1 p�;. . r: ,: a LEOGE2 �/4" = 1'-O 2E: SEGTION S/SCo w6 AT 12" . � A�- �" HOKIZONTAL � . �.�- �. . H02�ZONTAL s ' aS AT 12" O.G. EXTERI02 STUO WALI- �; .i' � aS AT 2'-O" O.G. NORiZON'rAL � W/ SHEA'fHING ' H02�ZONTAL • . � � � • ERTIGALA � G aS AT 12' O.C. 2 X GONT. W/ 1/2" m � Z 4' SLAB-Ot�l-G2ADE � �5 AT 12 O.C. —� , »S AT 12° O.G. VERTIGAL X 10" ANGH02 BOLT � ON 4" GRAVEL BASE VE2TIGAL � VE2TICAL AT '��-O" � •'� . � I I/Z" �-l-K . (2)-� GONTINIJOUS - W , .•> �l� �• _ =I�� L��� ���� 'k{ I I/2" GL2 . . � . ov�o � ' • =111 0� Ooo��%ovoo�Ooo�•Oc �� , 1/2" ISOLATION JO�NT � • � . . �/2" �SOLATION JO�NT _ IIII � � � 4" SLAB-ON-G2ADE I IIII \--��Z• ISOLATION - � -�� +� b N . ' JON�ff { � ' � 4• SLA6-�N-GRADE � . . W/ W.WF. ON 4" ifl 6• � A"f 18" O.G. G2AVEL BASE � #� AT 12" O.G. �I L " � . . � W/ I.J.WF. ON 'f" . iV �Z• t�S AT 12' O.C. � - / G2AVEL BASE � AT 12" O.G 1 I/2' ISOLATION JO�NT - III- . ! '�' 2X4 KEYWAY N 1/Z" ISOLATION JOINT I�II 2X4 KEYWAY —�--�-'1 G" +�S e 18� HORIZOr1TAL -�'� '� \ �• 4" SLAB-ON-G2AOE W/ W WF�ONG4AOE : „y �S AT I8" O.G. -� ' ��� ���� ��� 2 X 4 KEYI.JAY - � ' ' . ' �--��-���� W� W Wp p�,� 4• GRAVEL BASE (TYPIGAL) � . � . , . . . � , . , o ; p•: o , � acto GRAVEL BASE . . xS AT 12� O.G. • � ' go_',� o° � o . o Z X 4 t� AT 18" VE2�GAL IIII . . � . oo :�o : O'Qo �. Oo 0 00 . ' - 2 X 4 . � KEYI..IAY � . , IIII KEYWAY � � �� � IIII O . � � , _____ -------- IIII � • ----- • o fo • ' °'` °o•. o o" � _III _ cz>-rs corrrinuous � , • . . . _ °III � = (�)-#s = � . ' � . - , . . . . :. o • :� . : 0'� oo •. O otlo : a _ o � •,00 o . o / . ^ IIII ' ' � III= _ ' _ , v ' o , o o . o ' IIII L.EGS ALTE2NATE =IIII MATGH VEQT. REINF� . III IIII IIII III= �. �AN -III IIII ' � IIII O S�ES -��� � ���� 4._a. ,�_�� �� ° ���� . . <2>-#S - ����_ . . -�2�-�s � � � � G -r i o ly 2 y �� � o - - � „� N 1 5 � V I l O I i V =��� �: PLAN '�/4" _ ��-� - ( ; �a i �,': ± G IO I � � I _ _ -III �E: PLAN . r . �'J" � T � //� , N . . `f ;��;� � `� r '�/ = 3/4° 1' � y,� V IO I � � . . � �a.� + �„ tl .' ��, . 4� '�—° S � G T I O 1`I h � = T '' �'r� �s` — � . '�/4" I'-O � ..y - ',/'q• � ��'� � ' � i �, . �-FL002 SHEATHING EXTE2l02 STUO � ' ' . . � FLOOR SHEATHING �„IALL W/ SNEATH►J6 . 1 ' �'1 / FLOOR JO�STS '',`� ; FL002 JOtSTS �XTE210R STUO j 2E: PLAN Z X g T2EATED L,I/ 1/2' m - °' �� EXTE2l02 STUD --� 2E: PI..AN �,.,�ALL W/ SHEATHING � X 10" ANGHOR BOLT AT �4�_� . _ WALL W/ SHEATHRJG W/ SIMPSOr1 IT j'-p" O_C. A ��"! ,�' � HANGERS 2Xg TQE.ATEO LJ/ � � �BLOGKING EXT. STUD WALL � �S�y 2XI2 TREATEO l-J/� � � 1/2"� X 10' A.6. W/ SHEATHNG , - " 1/2"� X 10" A.B. AT 2'-O" O.G. � • � �FL002 SHEATHNJG � � r y'`>� � AT 2'-a" o.C. 1 � i , -� - -ql - • �� � / + ' �' .r AS AT 2�-O" O.G. _N ' - - . � .�, . 4" SI-AB-ON-G2ADE �\ (4)-� - ^�;� W/ W.WP. � 2 X 4 KEYWAY (4)-� - - �_�' � _ - �}• �S AT 10" O.G. - � .� � � =III H021ZONTAL � -;; °�'�� � _ -��� � . . �� , . . =_Ili . • (J � �III ,� P. r io" o.c. �q z X GONT. TREATE� -� ' ? �'.:�;°c ,1'- L�� � � � : . I VE2TIGAL W/ i/2" m X 10 I � A.B. AT '�'-O" \ , �? o �I Oo 'o' °o '. Oo o� d' • , � . . p . + i �--- E2TIGAL O.G. F2EOP LA�OiSTS C2Y-�S GONT. �`' �sS AT 18 O.C. � i HORIZONTAL ' ' � VE2TiGAL E � ' H02�ZONTAL . (2}2XB TREATEO LEDGER NAILEO AND GLUED W/ � #� • 1G" O.G. H02. 4 : � � � � (2�-20W`� lOd NAILS AT � a � O.G. I.J/ 3/4' m X �° � e ig" O.G. VERT. . . EXP. A. AT 12" O.G- _ I , . . . � / , ' ������- .. u • . • � , '�i�'r.. r� �'la'�`� w� AT �AO.C. .f I . . . . . �', ,�k HORIZO �� ' ' '�V� u6 At 1!0" O.C. VE2TIGAL ss� AT 2'-O� O.G. — �Iil III F, aS AT 2�-O� O.G. H021ZONTAL � �� H02�ZONTAL ) . ' • � �S AT 12" O.C. -�-� . ' MATGH VE2TICAL � -� �S AT 12" O.G. , VE2TIGAL , ° VE2TIGAL 2EIhF02CEMENT � � . .. � I I /2" CLR.. � 1/2� ISOLATION JOhIT i I /2" CLR . ' \ . �" 1/2� ISOLA'fION JUNT • I I/2' GL2 . � . � AT 2�-O" AOE ON I I/Z' GL2 . ' . MATGH VE2T. 2ENF. 4" G2A�B SE 2 X 4 KEYWAY � 4' SLA6-ON-6RP`� � t-�GS bALT.SIOES � . � 4" G2AVEL BASE � 1 • � � � , , �/Z" ISOLATION JOINT \ N �+---�� ���� ,� , / 1/2" ISOLATION JONJT O . . . `O• . � . . . � �\ ��� ������ ��� � �' 00 : 00 : 0'� oo •, O000n � 4" SLAB-ON-GRADE � ' , ° � � • / � 4" SLAB-ON-GRAOE '� . W/ W.WF. ON 4" ���� � : ' o o : Oo : O�000 •, poo 00 �/z' ISpLA"fION JORJT � �W� �„�_�„�p_ pN 4" 12w qr� qT 12" O.G. G2AVEL BASE .I = _ =III _ IIII 12" � AT 12" O.G. —� GRAVEL BASE -1c-- . _ _IIII b 2 X 4 KEYWAY 4� �-A��'�A� � � . 2X4 KEYWAY � � . - � - . 4" G2AVEL OASE ZX4 KEYWAY � -- ----_--- - IIII �-�-��- �- -� ���^� ' \ X 4 KEYWAY '��� 1f5 AT 18� O.G. � _ ..,-- 2 �� ���nnr • #s o.r ie° o.c. --, ` . --- - _III °III � t+a�o"'�•. � . ������� " • . - 2E� PLAN �� , '• ���: ++� �� aS AT 12" O.C. \ • p': o . O o° o � AT 12 O.C. � ' o o ;O • '� � °o '. O oao =III IIII °III �--- (2)-� CONTINUOUS ���Q . : R � T fp•,'��j+. . , ������� � . ' o o !O • . o o ' � . . ° = o � o o . 0 2E: PLAN � •;�� IIII • ao :oo : o'QO •. oQOOO '` ° _ ° ° ° ° ' , IIII * J � � O � �n Vail " ' ° r `� = ���� � N G I f� O I � e § ' sr � f � 'r��' '� � C • �� . . _ ����� � . . . . : . � , . , � . � . � . . . � � . - � ���- S � G T I 5 �,4� _ ,�_o � � � � TF . ..: '�� . � v : ;; „� .. ., 4 - (�>-*s _! • . , . 111= IIII . . - _ _ � � � �... ,.� ; ��, pF !��`��,,.: Ilil IIII . . _ = 3�4• r-o ,� ' =III IIII • III IIII � �C �� �/ •f4�M1Y1 11 1���,,, =111 IIII =111 = = III IIII q�_�,• �'-o' 4' 4 Robert .Arnold RE: �AN —III IIII �,_�" �,.' I ,� a'—o" Dete 5/19/9 � LOHRE RESIDENCE Architect. P. C . n � p.0. Boz 2587 Avon, CO 81820 + � � � � lO � ^ � � GTIO � LOT 25 , GLEN LYON 4e E. aeaoe= Creek Blvd. Suite 104 � VI � S � GTION 11 ��4p = ��-� ' WESTHAVEN CIRCLE �sos) 845 - 8117 S �/4' m f _o 303) 845 - 8829 FAX � ��4� - r-o VAIL , COLORADO ,,., , : . „. , �: ' mQg _�. � "R��'�i�J� � ' ��4 VOO , . , _ �}� 3 t � "' � y''�.,. � � .i- � ,J. _ , � . . . _ . . . ' . . . � � � ' ' . . � , . . • ' ' . . . . . . . . � . . . ' _ ' . , � � r. , i y n�r�r4G� `�' �j[W-.rr,�'eFi.� ',3... -. . , _ .. 2� _ - ' SI � irw.larr � ..�. � � .� 77 "�V -' ' , . . � ' ^ �A�(1[ ie C � � �1 I I _ � ,c r � T rZ , a. .^ . . ' . , . . . . ' . : .. . • , „`:S+? �j "�� '.�i: II �:� � � �� �^ � . � '. g�. �< Y � _ •; s fy . • . � _ � � . . � . . . . � . . . . : . - . .�,; . :,.�.u� �1.� . � • �: � '. . , � ti� .. � � � a R ? ,c " � . . . , �,� � � '� s . � � r , _ - , , , , `� xR���� a r y i l ` � r � . . � . . . . . . . . � � . � °' f-^i` " ' � a { � . ' ' . . � . � ' S �^� s>�,.,�4Z . _ r � f �. '�-l� ' . , , . . ' . ^ K � � � -,��, a Y i I�� . � , . . .r, �� . I t � '�r }Z . , � • ..� � �. , . s ," . , .ir - '�z . � ��! ' - r ` � y .. � , . . , . . . 's_' _t. . � . . . . . . . .. A �b _ . . M .. . � ' � f � r �.f� �J�/y" � . � • . . - .. . . . . �',M p ��1l�lYM', �.�. t5-f � , . -. • �.E �.Y' �. �. _ Rr A E, - . � �; r ,.� ` . . a �.� �� q a�M GENERAL NOTES ASTM A500 , GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND , , , _ ,,, MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. ' 1 . L.LYE � � � i , : B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE �', A ROOF BO PSF WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION ." ' �� B. TYPICAL FLOOR 40 PSF C . UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS ! y�� WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH � .' �� C . EXTERIOR DECKS 100 PSF SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN �� , " BEAM AND SPAN. ; x � � D. WIND r�p x 1 . BASIC WIND SPEED BO MPH D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16" CONTINUOUS 2. EXPOSURE C FILLET UNLESS OTHERWISE NOTED E. EARTHQUAKE ZONE I E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING � . �` SOCIETY STANDARD OUALIFICATIONS TESTS AS DETAILED IN AWS Dt . t = • ��' 2. NON-STRUCTURAL ELEMENTS : ',';t�;, 7. NON-SHRINK GROUT : „ e,a* " ' A . ELEMENTS SUCH AS NON-BEARWG PARTITIONS, ETC . ATTACHED TO ` ��'a��. AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS: � : � ! . DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS 1 . BETWEEN STEEL COLUMN BASES AND FOOTINGS . ' ., 3. FOUNDATIONS: g. WOOD: x� �'. ` �` I I ,. A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , �Y�" . THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGWEER TO INSPECT GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMWG � , j�, ' THE FOUNDATION EXCAVATION . SOILS ENGINEER SHALL VERIFY IN WRITING TO UNIFORM BUILDING CODE AS FOLLOWS " ,.<'>, THE ACTUAL SOILS CAPAGTY IS EQUAL TO OR GREATER THAN ASSUMED. - , Y4�'e� 2" THICK - 4" WIDE STUD fb = 800 psi t: :, . - . ��� �,. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING 2" THICK - 6" & W�DER NO. 2 fb = 125G psi � ` ,4 ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 3" THICK - 6" & WIDER NO. i fb = 1350 psi ;-t- < CONTRACTOR WITH APPROVAL OF SOILS ENG WEER AND ALL BOTTOM OF NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITNE �' FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. USES PRIOR TO ALLOWABLE STRESS INCREASES ,,;��^ �� C . ALL FOOTINGS ARE TO BE PLACED ON FiRM. UNDISTURBED, NATURAL SOIL B. PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD � , OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. JOISTS AND 2X SOLID BLOCKWG BETWEEN JOISTS AT ALL SUPPORTS. � V�''.`1�, BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) STANDARD PROCTOR FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT UBC SCHEDULE UNLESS OTHERWISE NOTED . SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) C . LAMINATED BEAMS 1 ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR D. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS UNTIL CONCRETE SLAB LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH FLOORS AND FRAMED FLOORS ARE IN PLACE . WCLIB ALL SIZES SHOWN ARE NET. .'' � 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD- _ E . CENTER AL� FOOTINGS UNDER WALLS, COWMNS OR GRID ANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB- LINES UNLESS OTHERWISE NOTED ON PLANS. RICATION OF STRUCTURAL GLUE LAMINATED TIMBER . LATEST EDITION ' AS PUBLISHED BY AITC . F . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENS�TY TESTS ON 3 . PROVIDE UNITS CONFORMING TO AITC 117 , 22FV8, D. F. FOR CONTINUOUS COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE _�;: AND SLAB-ON-GRADE . CLEARLY STAMPED ON EACH MEMBER . G . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI- TIONS MAY BE INSPECTED PRIOR TO PIACEMENT OF ANY F�LL OR CONCRETE. D. PLYWOOD DECK AND/OR WAFERBOARD 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DR,4WING . APPLICATION 4. CONCRETE SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ; PLYWQOD ASSOCIATION . A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF -.. e STRENGTH IN 28 DAYS. THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS � +, OF U.S. PRODUCTS STANDARD P51 , LATEST EDITION FOR PLYWOOD. ALL 8. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc� 5 33 f'c PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. • :�:f (OR 57,000 f'c NORMAL WEIGHT CONCRETE). 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING NAILED AT 4" O. C - - ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS_ ` a• ¢" ; G CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS . 4. FOR ROOF USE 5/6" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4" � �` JOINTS SHALL BE SPACED 15 FEET AND CUT t " DEEP X 1 /8" WIDE CARRY ALL O.0 ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS � . � SLAB REINFORCEMENT THROUGH JOWT. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I SHEATHING � :;, 4 * ' :+ D. SLABS , TOPPING , FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN NAILED AT 6" O. C . ALONG PANEL EDGES . I A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD 6 . DIAPHRAGM SHEATHWG SHALL BE THE THICKNESS SHOWN ON PLANS POINT OF SPAN WITN VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS ' STAGGERED. UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS 7 . INSTALI SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND �`' DETAILED OR AS REVIEWED BY THE ENGINEER. GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILWG SHALL BE IN E. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE ORAWINGS � ACCORDANCE WITH ACI BUILDWG CODE 318-83 . UNLESS NOTED OTHERWISE AND SHALL BE "BG-JQIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION . ; 'J`. ;� ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1 /2 WCH CHAMFER ALTERNATES SHALL BE REVIEWED BY THE ENGINEER WEB BLOCKING AND - !•;� USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER , `_ � . � •,`: 5. REINFORCEMENT: F . PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDAT�ONS UNLESS OTHERWISE - t A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO NOTED ON STRUCTURAL DRAWINGS , WOOD TRUSSES SHALL BE DESIGNED TO FULFILL ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICN STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS- SHOP DRAWINGS r SHALL BE DEFORMED BARS, ASTM DESIGNATION A615 , GRADE 40. SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER H. VERSA-LAM MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES + . � B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED Fb = 2600 PSI , E = 2,000,000 PSI , F�y = 750 PSI , F� = 285 PSL ;;ti� � ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER _ ��d C . REINFORCEMENT PROTECTION: 9. GENERAL: ' ! 1 . CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTHI 2" A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . 3 . COLUMNS AND BEAMS (TIE BARS) � " � �2�� B. VER�FY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH MECHANICAL AND t 4 . StABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS , SIZES , LINTELS. AND • D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES. WHERE PERMITTED, C . PROVIDE ASPHALTIC MASTIC-COATING ON A�L STEEL AND WOOD EXPOSED TO THE ! SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS EARTH i E PLACE TWO #5 (PER B" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL D. WATERPROOFING , VAPOR BARRIERS, WATERSTOP, ETC . , SHALL BE AS SHOWN � OPENINGS IN CONCRETE WALLS, SLABS. AND BEAMS. A�SO ?ROVIDE TWO ON THE ARCHITECTURAL DRAWINGS AND AS INdICATED IN THE SPECIFICATIONS. _ #5 X 4'-0 DIAGONALLY AT EACH CORNER. ' E . ALL DIMENSIONS ON STRUCTUR.4L DR,4WINGS SHNLL BE CHECKED AGAINST FIELC F . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE ARCHITECTURAL DRAWINGS. SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS . � • G PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- ��... . TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY ����„�n�� " °`'6pNALp ''•�. IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77 . `�� •+�6 1 • Foo�rc. 6. STRUCTURALSTEEL: y � . r : :t�`: . A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPEGFICATIONS A36 EXCEPT ' ' � ° *: PIPE COWMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COlUMNS TO A �,yn rf �t., �� � ^ �;� , : � � \ � 4� V �T . \ O �,Q � N ` , '�' �'. ? �� \ � ��� � �• l�I-\\� : LL e � � F ,_ , . i�i�C` � N� �V� P N ��� � ��V _ .. ✓G , i��t4,ryu������,,, - n ^i� � : ` � � m ry � = LO H R E R E S I D E N C E natie 5/19/94 Robert L. Arnold � LOT 25 , GLEN LYON P.OhBost2587 Avon, CO 81820 � g WESTHAVEN C � RCLE •� ,°,� 48 E. Beaver Creek Blvd . Suite 104 , ��� 303 845- 8829 FAX �oo VAIL , COLORADO � � S7 � - - - � • ' - - - - - - - - - , - - - - - - - - - -- -- - _ _ _ ,. . .s- - , h : , . _ _ _ - . � ,.; . ,:. - ; f` ,y���y`� - - j�� r.,.hy� �u 'oYa �-h �} - ' " - ' ' . . . . . ' i . i -. . . ,; � . . i. " .. . . - . . . . � , . � . . . . . . • ' ' . . . _ ' . . ' _ ' . � - , t � . ' - � . . 1 .. ' w i'� •� Yy- ��{ �� [ s' L� _. ' � �"J .1 _ j�" _j:i �. 'f1 " J�fi�_ �yY i . V ' >. r . .. . ,. . � . - . . i . . . . y ' . . � . . . . � � . � � . . ' � . . . _ � . � . � ,� � 'i� _�J:} v,. � 'A1� Xljy.�. � %M ".tr . .�F., �"' h � _ •� n. }' , , . . . . . . . . . . ' ' . �l �-� �' � 1! � ' J �4 ,�.5^lc � ' _ ' 3�2 � . ' � ' � . . . ' � ' ' . . : . . . ' . . _ . - r` . > � ` lc �`� ��� _ _ �r+� � � 1 �-� � ' � " v �J� y / . . , . . - ' ° ' . � .. _ _ . � .,� � kr+ S � r ' � . . . . . . . � ' '� r �, i ` �. ���.�yi �� = 1 ~, � �t',i1 �{ 1 �w '_ � . . ' . � . . � � . . , . . _ . . ,'. T Xy � , �,� •- � . - .. . _ ' . . . ' � . . , .a . _ - l� f �r ' ' r . .�� � � � t - <.4 : � . ir � 1 . . . _ � �� ' E � t' � ' . . . - . ' . . 4 �-� � t i �i i , . . ' � "�� ?• i 1�r t, ' . ' . . . � , ' � . . � ' v1. .�. , � . y, h ' ' r .. . _ . . . . . �ru �` �`�� ;��� � , r . . . . � � ' _ ' � -,�. r :l +�fy { "'r� r . ��i? y � , . . . _ ' . . . , .� ?,C. s bti♦' �.. `J . .. . , . . �. � r . . _�tiwi9, � Y :. � . � 5 � , . _ . . . , . t- �`,, . . . —���"r� -tF o ` � �� � ,� 4 .. � � . . ' . . • _ 1{ J�1�.Y'++ a . _ •. � , GENERAL NOTES ASTM A500, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL 1 . �.� �� S t � .�.�.� B- STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE A. ROOF BO PSF WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION " B. TYPICAL FLOOR 40 PSF C . UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH C. EXTERIOR DECKS 100 PSF SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN D. WIND 1 . BASIC WIND SPEED BO MPH D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16" CONTINUOUS � 2. EXPOSURE C FILLET UNLESS OTHERWISE NOTED E. EARTHQUAKE ZONE I E ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING � "' SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS D1 . 1 . • � 2. NON-STRUCTURALELEMENTS : ti 7 NON-SHRINK GROUT A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC ATTACHED TO ANDlOR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS: -�, DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS . 1 . BETVIIEEN STEEL COLUMN BASES AND FOOTINGS 3. FOUNDATIONS: 8 Y�LQQR A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF . A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , LARCH . THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING - THE FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING TO UNIFORM BUILDING CODE AS FOLLOWS : THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. 2" THICK - 4" WIDE STUD fb = 800 psi � B. , ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING 2" THICK - 6" & WIDER NO 2 fb = 125G psi _ . ELEVAT�ONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 3" THICK - 6" 8 WIDER NO 1 fb = 1350 psi CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE FOOTINGS SHALL BE A MINIMUM OF 46" BELOW EXTERIOR GRADE. USES PRIOR TO ALLOWABLE STRESS INCREASES C . ALL FOOTINGS ARE TO BE PLACEO ON FIRM , UNDISTURBED, NATURAL SOIL B. PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER . JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS . BACKFILL SHALL BE COMPACTED TO 95% (M�NIMUM) STANDARD PROC.TOR FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT UBC SCHEDULE UNLESS OTHERWISE NOTED � ' SPOTS ARE ENCOUNTERED REMOVE SO�L AND RECOMPACT WITH APPROVED ��� FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) C . LAMINATED BEAMS _' t . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR '� " D. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS UNTIL CONCRETE SLAB LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH ' '� '� F�OORS AND FRAMED FLOORS ARE IN PLACE . WCLIB ALL SIZES SHOWN ARE NET. 2 . LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD- E. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID ANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB- � LINES UNLESS OTHERWISE NOTED ON PLANS. RICATION OF STRUCTURAL GLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC . F. CONTRACTOR TO PROVIDE. AT HIS EXPENSE , FIELO DENSITY TESTS ON 3. PROVIDE UNITS CONFORMING TO AITC 117 , 22FV8, D. F . FOR CONTINUOUS COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE . A MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE AND SLAB-ON-GRADE . CLEARLY STAMPED ON EACH MEMBER . G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI- TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . D PLYWOOD DECK AND/OR WAFERBOARD 1 PANEL THICKNESS SHALL BE AS SHOWN ON THE DR.4WING APPLICATION 4 . CONCRETE: SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWO00 ASSOCIATION. A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND 2 . EACH PANE� SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF CEMENT, STONE AGGREGATE AND SHALI DEVELOP 3000 PSI COMPRESSIVE THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS STRENGTH IN 26 DAYS. OF U .S. PRODUCTS STANDARD PSI , LATEST EDITION FOR P�YWOOD. ALL B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc� 5 33 f'c PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTIY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE (OR 57,000 fc NORMAL WEIGHT CONCRETE) . 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEA7H WG NAILED AT 4" O. C . ' ALONG PANEL EDGES AND AT 1 �" ALONG INTERMEDIATE SUPPORTS C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. 4 . FOR ROOF USE 5/8" (4D/20 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4" JOINTS SHALL BE SPACED 15 FEET AND CUT 1 " DEEP X 1 /8" WIDE . CARRY ALL O.C . ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS . � SLAB REINFORCEMENT THROUGH JOINT. 5 . EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I SHEATHING i NAILED AT 6" O.C . ALONG PANEL EDGES D. SLABS , TOPPING , FOOTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS IN 6. DIAPHRAGM SHEATHING SHALL BE THE TH�CKNESS SHOWN ON PLANS A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS STAGGERED. UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS 7 INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS . TONGUE AND DETAILED OR AS REVIEWED BY THE ENGINEER . GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN E. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS ACCORDANCE WITH ACI BUILDING CODE 318-83. UNLESS NOTED OTHERWISE AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION ' ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1 /2 INCH CHAMFER ALTERNATES SHALL BE REVIEWED BY THE ENGINEER WEB BLOCKING AND USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED BRIDGING TO BE AS REQUIRED B'f THE JOIST MANUFACTURER 5. REINFORCEMENT: F . PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE � NOTED ON STRUCTURAL DRAWINGS , WOOD TRUSSES SHALL BE DESIGNED TO FULFI�L A . ALL REINFORCWG SHAL� BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWWGS. SHOP DRAWINGS - ASTM GR,4DE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALI INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. SHALL BE OEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 . H. VERSA-LAM MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE IAPPED Fb = 260D PSI , E = 2,000,000 PSI , F� ; = 750 P51 , F� = 285 PSI + ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. G REINFORCEMENT PROTECTION : 9 . GENERAL ` 1 . CONCRETE POURED AGAINST EARTH 3" q ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" . 3 . COLUMNS AND BEAMS (TIE BARS) � " � �2�� B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND 4 . SLABS AND WALI.S (NOT EXPOSED TO WEATHER) 3/4" ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS, SIZES, LINTELS. AND D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILIT'f AUTHORIZED BY THE STRUCTURAL ENGWEER . LAP SPLICES. WHERE PERMITTED, C . PROVIDE ASPHALTIC MASTIGCOATING ON ALL STEEL AND WOOD EXPOSED TO THE /' SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE EARTH - ALL BARS CONTINUOUS AROUND CORNERS ' E. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL D. WATERPROOFING , VAPOR BARRIERS, WATERSTOP , ETC . . SHALL BE AS SHOWN OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO ?ROVIDE TWO ON THE ARCHITECTURAL DR,4WINGS AND AS INDICATED IN THE SPECIFICATIONS. #5 X 4'-0 DIAGONALLY AT EACH CORNER. E . A�L DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD F . CONTINUOUS TOP AND BOTTOM BARS W WALLS AND BEAMS SHALL BE ARCHITECTURAL DRAWINGS SPLICED AS FOILOWS: TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS � °'�>y 0 � `��,^n�� G . PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REWFORCING AT POSI- E ; � '?, TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY � � � `O o o„ o : > IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77 = s j � 6 . STRUCTURALSTEEL: ' c ��° a J,o .., < �' `o' ��'s'O� � A. ALL STRLICTURAL STEEL SHALL CONFORM TO ASTM SPEGFICATIONS A36 EXCEPT � r �`���`m�ec�<^N�,¢P��°� PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO dti'!? �` j ��L�h �p'•.��;,�' . ,y� v.aa . 'S. :_'. . xr:.,£ � 4 u r` � � �� ���u � � s �� � 3 � �e �- � � �� �ln-9 y M • m � LO H R E R E S I D E N C E n8ce 5/19/94 Robert L. Arnold = Architect, P . C. � LOT 25 , GLEN LYON P . o. BoY 2587 noon, co e � azo g WESTHAVEN CIRCLE 48 E. Beaver Creek Blvd. 3uite � 04 mg (303) 845-8117 3°� VAIL , COLORADO (303) 845 -8829 FAX S �] !Nli U00 I f • 4 � _ - ; - _ _ .. . . . . r - � - . i . . � . . " � _ _ � _ ^ _ 'r _ � _ .r .- ' - - _ � .-�._�� � ." � _' '. . � : . , . . _ _ . . . _ . _ _ _. ,_ , . � ., _ ... - -fr - _ ' � _ .� n _ � . . .L^lvz '( ��.a� •.- � . . - .. . _ _ _ . . ' _ . . _ _ _ . . _ . . ' . . - - . . . . - - !� r . . 4� � .. y . . ��� �i�_ .-'- .. r .Z . ' : e _ . . � �.i • . w . . i . .. . � . 'v' � � • �Y . �.� . I.:-- . .- . . . . - . - . . . . . . . { � _ . 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TO SYSTEM.---�� COLD WATER TO SYSIEM.----�� f SUPPLY BALANCE TO 10 GPM � H � O � � � � � i � w HOT WATER qRC. �+ 'T' , Og + C O � � �' a�i � _ F R O M FlX NR E S `_�'"� I — t � � O � o —'II ' HEAT EXCHANGER ��: �- 3/4" CARETAKER HOT WATER GENERATOR FROM SPA ' � O� y � O C PIPE REUEF YALVE MAIN HOUSE P�PE RELIEF VALVE � � i � a "� 0 � HOT WATER GENERATOR TO FLOOR DRAIN. TO Fl.00R DRAfN. I O . OREGRC. PUMP O I C Q 3 "� . f� � �' a SPA HEAT EXCHANGER DIAGRAM � � � � NO SCALE � � � � C J SUPPORT FROM � O L> _ �,,�,N� ��- GRILLES , REGISTERS . DIFFUSERS : " TUTTLE & BAILEY" � Q �, � ', , TO 1 .5 GPY �.: — - - - - _ _ _ - -- _ _ — _ _ _ . _ ___ _ - - - — - - - - 4 -- -- - MOpEL FACE SIZE NEC1( SIZE MATERIAL OBD CFM RANGE C � � i 0 � � MAIN HOUSE DOMESTIC HOT WATER DIAGRAM CARETAKER DOMESTIC HOT WATER DIAGRAM S", �� �X, o �X4 ALUMINUM No 3� - � � _ RA1 A70 34x10 30x8 ALUMINU6A NO 350 - 800 � • � Q NO SCAIE NO SCALE EA1 A70 34x10 30x8 AUMINUM NO 350 - 800 � � � �:; MECHANICAL EQUIPMENT SCHEDULE i �,� _: , . � , • �O H�W� (3IREOD) ISET BOILER 18oABOVE F.F. OFNGARAGE. ��NS ALLHBOILERS �UT. MAIN � , } ,. . _ I ;! '¢ :';, WITN NIGH AL7ITUDE KIT5 (3 REQ'D). ��x � BQJ�@, 'WFJI. McLAIN', GV-4, 105,000 BTUH S.L. INPUT, 92,000 S.L OUlPUT, i BALANCE TO 34.5 GPM O CARETAKER UNIT, (1 REQ'D), SET 801LER 18� ABOVE F.F. OF GARAGE. INSTALL 2• BOILER NATH H�GH ALTITUDE KIT. � OMAIN HOUSE DOMESTIC HOT WATER. 'AM7TtOL', WH-10, 180 GPH 1ST NOUR RATING, 90' RISE. 80.000 BTUH BOILER WTPUT, (1 REQ'D). � i:. 10 AUTO. AIR VENT 1 C�qETAKER DOMEc_nG HOT WATER. "AMiROL", WH-9L, 70 GPH 1ST HWR P Q ' � DRILL 1 /18' HOLE IN y° Hyys k HWR OO RATING, 90' RISE, 40,000 BiUH BOILER WTPUT, (1 REO'D). `q _ y 2� O9 AIR SEPARATOR �� MAIN GRC. PUMP CHECK FLAPPER TO SYSIEAI y ` �] 'y. O Klq(SPACE HEATER. �BEACON MORRIS", K-84, 8460 B7UH AT 180' F BOILER ( a � SUPPLY, 7 GPM. C`�/ f 2�MA% t Y4A X 12'YAIfh�1 7 . BA S E BOA RD. "$L AN T—FIN', FlN E LINE 3 0, E-75 ELEMEN T, 580 BiUH PER �.F. AT �� - � ��� � � ��) � � ��) � 2 2� O 1 8 0' F B a L E R S U P P L Y W A T E R, 1 G P M. (T Y P I C A L) (�� i � t t /4' 1 1 /4" 1 1 /4' � � � � 1 1 /4' � 1 1 /4' O OXYGEN RRIR�SIMELARnTONWIR BOHEPEX, CONFORMINGNT pNNG NATH � 7 1 /4� � � �7 STANDARD 4276. �� �� � • � � O SPA HEAT EXCHANGER. 'CARLSON' M.E. 5.0, 2-1 /2 GPM AT 80' DT SPA SIDE, 10 � // _ � O SYSTEN FlLL GPM AT 20' DT 80�LER SIDE, 75,000 BTUH CAPACITY. ��� � i' » WATER HEATER � � 1 EXPANSION TANKS DOMESTIC WATER O MAIN HOUSE AiR SEPARATOR. 'TACO" MODEt, ACT02, TANGENTIAL (3 REQ'D.) � HEAlER PUMP 3 OPENINGS. � 10 AUTO AIR VENT. 'TACO" MODEL 409. NJ i ; -, ; . � ".:: � . BALANCE TO 6.0 GPM � � AIaN HOLISE E%PANSION TANKS. 'WESSEL� NL 105, 28 GALLON ACCEPTANCE � O VOLUME (3 REQ'0). ; `: NOTE: FILL BqLER SYSTE�A WITH 70X WAiER - 30X DOWFROST PROPYLENE GLYCOL AAIXTURE INITIAL FlLL 'WESSEL' NL 35, 9.24 GALLON ACCEPTANCE - �r` . _ � PRESSURE SNALL BE 12 PSIG. 12 VOLUME (1 REO'D . � � � ' 13 CARETAKER AIR SFPARATOR. 'TACO� 1 -1 /4 AIR SCOOP y/a t � MAIN HOUSE BOILER WATER PIPING SCHEMATIC � �d 14 BATH FANS. 'DAYTON', GRAINGER NUUBER 4C833, 85 CFM AT 0.25� STATIC NO SCAIE PRESSURE. PROVIDE VARIABLE SPEED SMATCFI. w 15 AIR HANDLER. "TRANE", IAODEL BCHA2402FA5CAA1000, 1 /Z HP FAN. BOO CFM �� ''�, .i " _ SUMMER, 400 CFN NANTER, 22. 1 MBTU CAPAGTY. �� ; KICKSPACE HEATER "BEACON MORRIS', K-42, �278 BTLH AT 180'F BqLER SUPPLY, 1 GPM. �?y, �1 16 ,� fi. » /� Q APRIL AIR', MODEL 712, 0.85 GPH O 120F PLENUM iEMPERATURE, . 4 . � GO/VO � . w 'TEKMAR' MIXING VALVE BALANCE TO 3 GPAA � $ETPqNT CONTROL � 7YPE 227 � � /4• � - ��� L. I 24 VAC � - - - - - - - - - - J I I 10 AUTO. AIR VENT DRILL 1 /18� HOLE IN • O Q�, T ^ O.A. TEMPERA7URE r- - -� L - - - - - - -� � CHECK FLAPPER 1 � HWS & HWR I 0 SENSOR 13 AIR SEPARATOR � MAIN CIRC. PUMP TO SYSTEU 715 � ' ' 9� lirt�.��� o AIANIFOLD SUPPLY I (14tYF ►tAla UTEMP. � �� ( •m+) � t t /a i ' ST9TFOF Co�-��P� I � I ; m _ I � . MANIFO�D RETURN _ I + CIRCULATION PUMP � CHEDULE M - - � . _ �/� H� � � � O • � • � � MAIN CIRCULATION PUMP "TACO� MOpEL 1815, 3/4 HP 40 GPM AT 28 FT HEAD, Z � ,. R�NT FLOOR ZONE SHALL BE 4-WAY MIXING SYS7EM FlLL �P 1750 RPM, 240/80/3 WATER HEATER CONTROLLED BY THERMOSTAT. VA�VE H� � DOMESTC WATER 4 � BOILER SUPPLY SPA HEAT EXCHANGER PUMP. "TACO� MODEL, i /8 HP, 10 GPN SNOwMELT ZONES SHALL BE - CONTROLLED BY A $NOW/tCE Z � 2 HEATER PUMP AT 12 FT HEAO, 3250 R�A1, 715/60/t /' .�Ob NO. - DE7ECTOR. EXPANSION � MAIN HOUSE BOILER SUPPLY DOMESTIC HOT WATER HEAT EXCHANGER PUMP. 9�70 TANK (1 REQO.) � � 'TACO' D07, 1 /25 HP, 5- 1 /2 GPA1 AT B FT MEAD, 3250 RPM, 115/60/1 BAI.ANCE TO 4.0 GPM � $NOWMELT PUNP. 'TACO� 009, 1 /15 HP, 4 GP�1 AT 14 FT HEAD, 3250 RPiA, 115/6D/1 �a� r NOTE: FlLL BOILER SYSTEM 1MTH 70x WA1ER - aJPL ;:_ SNO WMELT AND RADIANT FLOOR �� ��R�ST PROPttENE GLYCOL MIXTURE. INITIAL FlLL RADIANT FLOOR PUMP. �TACO� 0011 , 1 /8 HP, 9J GPN AT 18 FT HEAD, 3250 RPAI, � PRESSURE SHALL BE 12 PSIG. � 115/60/1 C�k�' MIXING VALVE PIPING SCHEMATIC CARETAKER BOILER WATER PIPING SCHEMATIC � s°� H� ��R Mn�;60;, . •TACO• �, BRONZE, t /Ip HP, , -, ,2 �MT�� nr a^; �t� S�-+B NO SCALE NO SCALE SPA GRCULATION PUMP. `TACO� HP, GPM AT FT HEAD, 3250 � �1° e � ' ,s'� fi.�, .�t �IO 1 �� � RPM, 715/BO/t E" �� � ^ , f � � R ;: � t / & �i3 a F Robert L. Araold � 1�5 FT HEAD,M 250 RPIA �g�gp%t� 'TACO' MODEL 0011 , 1 /8 HP. 3 GPM A� � _ �% �� �t Lohre Residence ` � Architect, P.C. /� Lot 25, Glen Lyon P.O. Boz 2b87 Avoa, CO 81820 CARETAKER BOILER SUPPLY DOMESIIC HOT WATER HEAT EXCHANGER PUMP. 48 E. Beaver Creek Blvd. 3utte 104 � �TACO� 007, 1 /25 HP, 3- 1 /2 GPM AT 6 FT HEAD, 3250 RPM, 115/60/i � � . 0 Westhaven C1TC16 Date 4N94 (309) 845-8117 Vail , Colorado csos) 845 8829 FAX .F, � "° `�"�' PERMIT SET a , � � . r:� . � ��`—�,_ _ �-��s .�� . � . _ . . .. '- . _r - , - - . -� ,r - . � - . "_-- _ __ —__ —__' _ _'—'.- _ .. I i ` _ _ _ __ -� . . � �' �� � : � , I � � _ _ _ � j O N � � � � . _ ------ . _. _ U m � � o� O . i I _ - - � - U � .+� 0 � � - - - � - _ a� v , I ___ _ --- _ _ ___ _, / �. ; � Cj � U � � i �� i �u ` ¢ � o ' � I \ � ° ¢ � � ` o y `, � a� .c_ � m � � � � I � I � � • � O L � � � f . . � � V +., ^ ^ .�., i i = , i ' ' ,C �q� Eovo . I � `F U � CA � . .. � i i . . � � m 4 � Q � �' I � � � I 1 U O : I ! ' _ O �y . � i � � � � � ' �' r-�,, Q i - - - - - -------- -- - — - ------ --__ i C _ �" X 4' - - - - - � � 1 . v � J ' S0. DUCiWORK ,% i 1,., � O � � 400CF1A �� � � � � � � . � i ��' C J ,_ � �� � , � � ' F � � � � � o , ; �x., , � _ � 4 � U � � � � ��� � ; � ; , � �� sa �, — � � , , � �, � � �� � - - - - - - -y � � , >�: � �� a, � �<� � � � I , -- — � � '�. �` � � - I �--- — — �� � — v, , I ! � � FOYER �; f=� , � �, > � � � 1 i p � � I r — \ J i , �; 1 ; . � �-- -- — , _ � _ � � � i ' I � / / i I — / , I3'0 COMB. AIR AND FLUE PIPING_ (TYPICAL OF 4) I � - - -- -- - � � � - - --- � / i - - - - -- - � t�E1.E _ � \ � _ = ; � � I � ' O O O O i ' � i � . � � � L - - - - - --- - � \ � ---� - - � � ' ' - ��_ �_ _ ; _ � , ; � / � ,'t i - -- - -- -- � - - - - - - - - - - -� � � � I I I � --- -- --- I � � �', � � � � ! � 0 � �, � ��� I ; � . \ � : � � � - - - , ,- - - - _ J � , � � � ' � ' . � � � � - ---- - - -- - -- ---- -- -- --- - -- --- - - �_ ' � - - `= i I � � - -- - i �-_ � � � -- , � - - - - - - J - -- = I ,, . I I I I I - - - - _ �J i � . � ' i I� � _ ` . i � � ' � I � \���� \� ' � ' I i � II J I I I �<` O� I N � / ` 1 I I � �' w m ' � � � - - - - � � � � - � � � ' � � � , � a � � GARAGE � j _ - T I _ _ .-- - -- - - F- W � I SNOWMELT 220 S.F. ' FLAG NOIES --- - - - - - - , -,� � a 0 -- I i AT 125 BTUH/S.F. i Ot LOCATE S. A. GRILL ABOVE DOORS. � � I � � ' ' I } � � -- - - - I � � � � � � -- - - - - � 8 � � �l :�� � � J I - - -- - -- I 1 ' � � � I 14 Lf. I � � � ---- - _ _ --- - i GENERAL NOTES � Q� I - --- - - - _- _-- i O I I ' � 1 . 180f BOILER $UPPLY WATER TO KICKSPACE HEATERS /�m� n(yO \� �' � � ' I I RADI NIT ANDD OW�AELT 7UgIN� ���Y WATER TO �� O ��� ; ! � � � O � ! i � � GARAGE � I I �� , Qou r �q¢ �,`�4 * . I I � I I �n ' sT, ,�FSS �N�,�� Po0 � ONA� I � � � � � 'I �9TF O�p� � j, ! I J �\\ i � i j . _ ' ; , � � � � a �.F. L - -- - - - 1 I � j � ' ' IL J _:;� -- - - - - - -- - -- - -- - � -- : -- -- -- - - - �_ ' ----�-- - ---_ � -- -- -- -- -- - - �--- -- - � � - - - - / .1ob No. - - -� — — , 94070 �� -- -- _ � Drawr� ;. � , -- _ ' ' JPL _ , _ , , � - / TO�+�n " Y�E! Ct►ecke� �= LEVEL I FLOOR PLAN � --- ' Q� . "�: �` � ' �`�'�� � s"B � - _ � � o � ��: � I ua• - r-o• �'" / � �°�/ 06/01 /94 I / / \_ I Lohre Residence Robert L. Arnold 2� F'�'�NT �t Lot 25 , Glen Lyon p o�so:�z5s7 A�n, co aiezo SETe,c' C� �Pesthaven Circle 48 E. Benver Creek Blvd. 9uite �04 M 2 . 1 nac� 4/U94 so3 84b-8117 PERMIT SET - Vail , Colorado �303; a4a - eeas Fax � � -- - - - a __ l ` . �` a � b N � � ' � m � j � 0 ! U � �"'��' O � � L�.I V � U � � \ � � x � p H Q � y b pm � 0 .� � r � � _ - - - --� � � �� _ - _ - - -- - - - RADIANT FLOOR AN➢ SN�HMELT SCHE➢ULE C O '� � � � � � � � � � . 0 ... ^ � �.. ' I I � _ - - - - - - - - - � - - - - - - - - _ I � i DESCRIPTION S(]UARE FEET A7UH/S F . � �''� � p � O Y� I � � � i � I i � 4'r � � O R/ BATHROOM 37 . 5 25 . 0 � epg C m � � I ' ' ' I ' ( R2 i R2 BATHRpOM 74 25 . 0 � o m � e� q " � i i -- ' � R3 HATHROOM 36 22 . 3 ,� I � \ ' ` 4 � � � 1 � R4 BATHRODM 24 25 . 0 C 0 i � � � I ! � � R5 BATHROOM 34 25 . 0 � � � -� — - - _ - - _ _ — I 1 � _ I R6 M , HATH 220 24 . 4 I � � � � C WCTWORlC � � � � — _ - - - �- ', I L � � � � � I R7 M . HED 402 25 . 0 I = p ` �� __J-__. i � � i � - - - - - - - - -- - -- - - - - i � I O St�MNELT 300 125 . � � O -i i - ;. - — " - --- � ' � � � � � � J I ' R 9 S N[1 W M El T 2 2 0 1 2 5 . 0 I V � I I � U I ' -- ----- - � i - -- - - � 10 L . l . FOYER 267 24 . 0 � 4.. - --- ) II I I R71 CARE . LIVING 448 25 . 0 � � J �' � — - - -- --- ----- — -- - -- - -- - - -- - - L � � � � � � � � � r DRM 2 �- � I 1� CARE . BED 266 24 . 9 I -- I � I - - - - - - � ( � \ �� I � � � � � � � �— ' t� BDRM 1 182 25 . 0 ) _ _ � � � Q r - - -- - - -, I r , - i \� ; � I � '� � � ; W i � � ' � I F YLK � i , 14 FpYER 188 25 . 0 � ,y �_ � -- - --- - - - � � ' ' � � R3 � � : �" � � __ � ' �- - - - - � -- � I I � BDRM 3 j � ,� B� 2oe � . , . i ; � � I � R1 t4 � � J � , 14 - - - - r � � � i � i i I ii � BIAtM3 242 25 . 0 � � � ' =. � , � 14 � 1� IIVING 690 25 . 0 � I � IBDI�M � � l _ _ _�O�� I I� �I � — I ' - - - r � \ , _ 'u '� � - - - - - - - - - - - - - � L - ------ - - - - - - i � ForeR zsi zs . o ` ' L � - �Fj�-- - - ���1 r � � J \ � � � 1� KITCHEN 260 25 . 0 I I I T1M0 STAGE � � r - - _ -, \ l-- - f HEAT � � � � �2 �AMILY 319 25 . 0 � �'� ' � O � � � � 21 STUDY I50 25 . 0 � — , _ _ `--��� �-- - — � -- - J I I � �2 St�WNELT ias izs . o � : � _ _ _ _ �--- I � � - -- - - - � - - — ,� (` eourEioRr R � l —�, � _ _� � � L RY� I � � � „ 14 � I — I � � I I I I RADIANT YALL SCHEDULE �i � L � � � i L � � ,7 � i ( ❑ ❑ I —� IIESCRIPTI�1 SQUARE FEET BTUH/S . F . � � 4'0 � � � � �� W ' ' I I � O FAMILY 100 40 , 0 � � — 1r- - - - � 4' DRYER O STUDY 40 40 . 0 � - n I � \ � ' � � 4•► � � � � � � , i I BOUNDAKER I l ��` � � - - -- -- - - - - - - — - DRYER VEN� �� r I � � � � �- - - - - - -- - - - - - - - � � � � � � KIT � � -- - - � , ` , _ � r� I — � � � �✓� I � 5 � ; — — — — — �� \\ � ��_ � I I � , � � . T ��` � � x ` . f � 1 � �� I � II � � . \\` / `.. q I � R ` - - � 1 ' �— �j � � � _ � � �� � � � � _ � ' '' ' � � 1 I � �_ � ;�� �' � � � � � � � � � � � � � I I �� — � -` 1�Y5 BTUH/S.F. ``� � �. � � ' BDRM � I � � j I �� � L aoo s.F. �.��� � _ � � � 1 I � � I �, �� �� � �/ ' � � "n•, / � � ♦ R8 � � _ _ _ � _ _ a � - - ---- - - - -- � ' L - � I � � / � � �� ��, , -- -- � � � �` _ � � � I . i . — � --- - - - - - - - J . —... J � ' � i r _ _ _ _ _ _ _ � _ _ __ _ _ _� _ L _ _ , � i O HTYlOTSTACE i FLAG NOiES L � � � � r1 � Ot NOT USED � i � O2 TYVO STAGE HEAT. 1ST STAGE RApIANT F�OpR. � I I \ ZNO STAGE KICKSPACE HEATER . � R11 i i � 1 ; � � w i � � r `� j LIV / DIN I ) � L . I � �o �, . I� i i / � P � 4 T : ' � � � � % * 5 * � � � � Q I I �9� � �\��� O I — I � j �'T FSS�on�� E`'`' Q-Q � r I � ' I �TF OF G���� p I � � � - - - - - - - - - - � � '� z ' � � I I I I i- I I I I I-- - --- L _=J L - - -- -- - - J Job No. �- -- — -- - - -� - - - — — ----- - --- 94070 Drawn� .�L Chedced Lohre Residence Robert L. Arnold �B Architect, P.C. TQiyR fl� �,/31) pgtee ��. .W Lot 2 , len Lpon 4g EBBeavSeerryCreek Blvd. ' s��gio4 � �� � ' ; -' ,�'��Y 06/01 /94 �` LEVEL 2 FLOOf2 PLAN v�esthaven �irc�e � V a i l , C o l o r a d o nnte 4N94 sos e4s -eii� � �, � va• - r-0' �3 o a; 8 4 6—8 8 2 9 F A X l`' > / St�eet ���: � M2 . 2 ! : PERMIT SET � a , - - - "v. .. .e .�. yv i. . : . .: _✓ -• � .✓ �. . P i � . i . - i:.f. .J. . J.: " . . ' _ : . .. • . - c . . . . _ . . .. _ . . . ' . . . . . . . � . w . .. f . . . . ' . . � . . • . . . � . _ . ' . � .. . . . . ' . . . _ _ . .�� . y '.-1 . P � . . _ . . . � . � � . .. . . . . - . •.� , t ��.. :-. �. . , . k . . d „ ^ . . a -�,.� . . ,: � _ , . . . , �» ' _ �: . . . � � , .. .. � �: . - . . . . • . . . _. � . . . . � � - �. . . _ . � - _ . . � . . . • . . � . . , :��.y. � . F • L> •-�. s � — . , . , . . . . _ _ . .. . , � . . . . - . : � .. ._ . „ . •- � . �, .� ,�, � . ..�. , .� . .. - , ,. , . . .. . . . . .. .. . . _. . � ., . . . . . ., . . , � . ,� . - , . , . � . . , � - - - . . , . . . . . . . , � � . �d' � . .�, . � .. �� � u �. .. . . .µ � A�> - . - ; . . .. . . . . ' . . . . . , � . . � ' . .°' s PkYp� :l. � ' 4 �i�',�'� � I • r�1 S''' . . . . � . . . . . .` . 3' _ � O � ,q � � c�qo ' q� '� ^- O L 40 � ; — -- - - - - - -- -- - - � � � O � � . - - - - _ . _ _ - - - - -- - - _ i / � U i -- .i Q ti • . 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DUC1woRK oowr+ � � R I � � � J ' - - � L J � - - - - - - - - - - - - - � c� _. o ,-.. ;- -- ';� ; I, , -- � � - - - -- - - U , _ - - - - - - - - - - - - - - - - - - - - - - - � � � �,_ - - - i- � i c�C'+ � ,� ; �- 1 I `�`J I ', � � �' � � �� = -===- - - - - - - - - -, � - ---� � � - - 1 � i �,' � � � �' Q � , � i i � i W , , III � , j� � I ��k=� j AMILY � I I � i i � � I ' I � R4 I � � ' / \ � , � L -- -- - -- - - - - - - r. - - - - - - �== J � _ - - - - - - - - - r - - - � � , i , � �„ I , _ _ i i � , ; � , � � � i �! � i i � � � � ' - � � _ J � IIL TWO STAGE HFAT L - - - - - - - - - - - -. - - - - - - - - - - -� � �' i� r - - - - - - - - - i �� ji � — — — � - - - -- �` ` � � � �i . , ( I � � � `� � � � � \ � ' � � I � _ - - - - - �-- - - - - � � ' � I � � I - - -- - � ' I, , - - _ _ , _ _ _ _ � t� � � � ' ' � � ( - - - -�_ - - - - - - � ' 1 � � � r-- � k'� flW , � � I � i ( � i . . _ _ - T- — -�- � � � ,� � � r1 I I - --� I I I � , r' � � I !_ - - - - � `' -'� � j FLAG NOTES � � 1 � `, . ; j ; � 5 j � � � M { l ��J�� �� � � � �� r1 I � I O �O STAGE HEAT. 15T SfAGE RADIANT FLOOR. � � f � 2ND STAGE KICKSPACE NEATER. � \ `- - {-� � - -�- - ' I ' � � C/d � � i � L � O�� I i � ' O SUTAMER dc WINTER SWITCH TO CONTROL DAAAPERS AT ;: - �-- J TWO I ' ' ' AIR HANDLER UNfT. WINTER RECIRCUlAT10N, SUMMER EXHAUST. 9 �� i RANGE VEM 5 r 1 � �, I H�E � I i i � � � _ _ _ _ _ _ _ _ _ _ , L=7 f; � � _ � - ------ 1 L _ _ � — L - - - - - - - � � , � _. , — — — - -- - - — — � � -- — - - - - - - - - - - - - � a ;r i ' i � TWO STAGE HEAT I \ ��\ ,, _ � I � � I � �_ ` , � � \ � a � I \_ � � - ; I I j � � A ���� �_ � � � �, � , I I � t : ; � � '��_ � � R 17 � � — � - �- -- -- — ' I � I I � '. -� �, I � ; ,- —� I I' � � , � � � , ► � o + I PJ�o L. ',I i . � . ' �G\ 7 �. � � I 1 7 5 * � � \ � .� m 9 � � , I� �V O�u ' ��� G\�� O I `5'T. SSioNai E�' Q,4 - --- ---- --- / � -- ---- - - �i yTF OF C0�-�� , ' I 1 � I � - - - - -- - - - � 1 I I �_� I I ; Job No. L - - - - - - - - J L - - - - - -- - J � 94470 i � -- --- Drawn� ; JPL Tc,^sn . � Y�ail Chec�cced '_- - ---- - f1� � . �( j1 SFi6 '� � 6 '✓ s �' @c1 � � ��e' ! / � Q6�01 �� i '1 � Lohre Residence Robert L. Arnold sneet Architect, P.C. � LEVEL 3 FLOOR PLAN �,ot z5 , Glen Lyon p.o. Box 2587 Aoon. �a B �BZo V4' - r-o• Westhaven Ci1TCle 4b E. Beaver Creek Blvd. Suite 104 M 2 � � Dnte 4N94 (903) 845-8117 � Vail, Colorado csoa> 845-8829 FAX �: , PERMIT SET b LOFW � �,_ . .., .. .. :.,.. �r � :-. Cq4° 'F. - � ::'_r . e vj :� . .,:: ` . ... .:��ri r <;• . ,,;, . �cj: 'i,_."'h. v'J - - _,-. < �. t . _ - .c _ -y . - ' , . .. ' l. .. � . _° _ ` � r�= -.- .. '-c -- - __" r.,f� -'.-�T ' . __ _ ._� �, .w •, - - .. . }�' .�� . . . .... _ _ .., s. � ' �' . � :� . . �_. . s . �N �:. e� _ . . , . . . '�. ..- . .. `-.' • . ; �.:.'... _, ,r . �a.:.ij'' - . . . . , 4 ? i . :4 .< -'+f"` +�- . ' :. . � � s�.�t . ... �. .�n., ,�, s a�:-j6' i; 'r's'. ' . �, r- ' _ . . . . . . _ . .�_ , . . ,. ... . � , , ;_ .. . � , . . . � � �. : . , . . _ . . � _. - . , . a, - . 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I I Q - C J � � i � ' 30�x4' 17 I � ' I � C� Q 30"x8• 30"x6' , �� ) ` � I -- I � J � � % ,, � ' � L - - - - - - - - - - - - - - � F I R7 A� ��� �� � � � � � ���� � �ON- BACKDRAFT DAMPER I � � � � ' �� I � _ i = _ _ - - - - - - - J - - . I � � � � � � � � �- � � � � � � HEAT i � ,, ! I Two STAC� / I �_�_ �� . I � , II - -�� � �--��� _ � �� � _ - - i— — � - 1- - ; , -�, � ; � ; � � I 1 f - - - - _ - _ _ - - - - - - - - -----.. --- ' � ��� � I � � '� � � � � �- - - - - - - - - J � i i � � i i i i a - - - 1 �- - - — I � i , � i ' , I ` ,' ' i , i i � i � � i i i � i i i � i i i i � i � � i i i i � _ , � -r,' � I ( j - - - ---- -- — -- - �'Tj � r� R8 �,q57ER BATH I � �`- � - � � _ ; - - - - - - - - - - � • ; i � � � � a , � � ; � � P/� ' L – - - - - -J 1- - — --I -- – - - - -� � C/d � � � , -- -- -- - - ------ - - i — – -- --- i � ik II I � - FLAG NOTES a '' � O1 LOCATE TRANE AIR HANDLER UNR ABOVE CEILING. � 1 O HUMDIFlER TO BE CONTROLLED BY SUMMER/WINTER � II I SWITCH. SUMMER OFF, WINTER ON. � - �3 tST STAGE RADIANT F700R. 2ND STAGE KICKSPACE. � � ;: � I � ' I q I i ;: I � I I I N j Z � � I I I F y� N � � - i J\p �. y,;�p , f. P . 4Gr � ,� � � ,.�� ,� � , `4 � 5 � I W� � � I S, o�FSS' ��\� OO � � • ) ONAL Q. � 9TFOF C���� � i �� Z � ' .�Ob MO. �; i —L_ �— 94070 ,� , i Drawr} _ - - - - - - - - -- - - -- , JPL -- - - - ---- -- ----- -- — -- TCt. � �-� ��!^i} Checkeck : � � . � , � � Q � °;1� SHB '; Lohre Residence Robert L. Arnold E�° �' � ' ` ��.�,` ;� �a oata nrct�iteot. P .c. 2 � - -i</ 06/0P /94 - LEVEL 4 FLOOf2 PLAN �t 25 , Glen Lyon P.o. Bo= �87 Aoon, �o g �e2o , Westhaven Cirele � E. Benver Creek Blvd. 3uite io4 V4' - f-0' Date 4N94 (303) 845 -8117 V811 , Colorado (303) 845 -6829 FAX ��t � � % � � M2 . 4 PERMIT SET `' a �. � � � 1 I I { I � � � �, i � � � � up ����� iiii � , STOR V/ V V/ Up � ; � �� � _ � FOYER _ i � \ ; _` \ / E V l � � � ELEV TRASH EQUIP ME ,CH -- «- � --�- - _ ' �.v � C-- � �T 1 - - . , • _ _ _ .- _ _ :,J . ' I I / � �. o — / / / \ � � � � r- - - - - - - - - - I I � :� r ' i I up � � I I I I I GARAGE ; i up i '\ � � � - - - - - - ` i - - - - - - - - � - � � - - - - -- - - � i -- - - - - i - - - - - -- - i - - — i L - - - - - ' .� P-Fi � - - - - - - � � A � GARAGE ^ i � _ . ; ' i u — t --� I � I I 1 I - - - - �- - - - - � ;_ Tot{,�? ^� `J�J T � �,� � ��� : �., � �Y � � � �� � � � � ��. � ,: ,� � , � � ���,�� pF C0�0��� � �- o � �� � to � ; ar� ° * � E , 1278 c�jC�F <<V~ Ns� p � R�.�;�� � �_ � Lohre Residence Date s � ' � � 94 Robert L Arnold Architect, P. C. L E V E L 1 E L � C T R I C A L P L A N Lot 25 , Glen Lyon P . o . HoX 2587 Avon , CO 81620 '� Westhaven Circle 48 E Beaver Creek Blvd . Suite 104 14 ° - , '- °" Vail , Colorado (303) 845 = 8gz9 F� � � , � - -- - � � _ _ _ _ _ _ __ _ � _ _ _ _ _ _ ___ ° � CO EQUIP ; CL ; CL � � � - � � � v , , ' ' BATH � � � _ � � � � � �� � � i_.___ � ` ( �..1 �� �` \ 1 V I 'fi/ 1 � � � I � � � I � . � J \ � r / � r _ _ _ _ __ _ �_ _ _ _ _ _ __ , � - i i �� r --� i i r T - � i i ��� ii dn up � / _ � i � � � - - - - n i i � i i � � ii i � ' i i�� � - � � - �`� i r - � � i � � ii y � i i � i i � i - - - - - - - - - T, �.� x , ; � � O Y E R � _ � D R M� - - - - - - - - - - y'�- - -�� j � _ � ; - - - -- - ` BATH � � � I �— � � - i - - - - - - - -- - - 1 -- � / i � r �- - - -- - - T- - - - � � � - - - - - - - - UPti N1� � � �,- - , � BDRM \A I ' � yt � L _\ _.._I � . ._ / O � � ,---- - -, �i B A T H I � I \ � �� � O i � - - L Ji ; _ _ I � _ _ _ _ _ _ _ _ _ _ _ _ _ � G � � i � !J' - / L �_ _ _ _ _ _ _ _ _ 1_ J . I � BDRM ��: � - , � ti, � , ' � � � �� � � � � i I �-�_ � i � � i ' - - - - � � k - --, ' E V ; `, ; � � �~�-� � � � � � � � I i _� i i � ' , r ii �Tr- - - � J L �' _ _ _ � _JJ � - - - - - - �.] .c c " � = �'�LNDRY � dn � O � , ��1BATH — � r - - � � ❑ ❑ � � � �: _ I � II w I I I . � / - - - - - - - ' I � � _ ' '� � � l— � � � dn - - - - - - - - - - - - - � � � � � KIT � � � �' _ � / -- --- �� � � � I ' � — � ' "" ' � � � _ / I . 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I —� I I �� '" " �- ' >d'�, °" � 0 I � j + f : �— } � �' . t _ y . , I �� ��� G� s� L - - - - - - -L - - - - - - - - � OF C0�p - `,��, , ' o° t io s a ; �� � l E3 - 1278 ,` ,��°' � /cFN`�ED AR��`��� Lohre Residence Date 5 / 11 / 94 Robert L Arnold Architect, P. C. L E V � L 4 E L E C T I� I C A L p L A N Lot 25 , Glen Lyon P . o BoX 2587 Avon, CO 81620 1 Westhaven Circle 48 E. Beaver Creek Blvd. Suite 104 1/4'� = 1 '- 0" Vail , Colorado �303) 845 -8829 FAX � 4. - - - -- - - _ ._. . __ _ - � � - � - � - � - � - � - � - � - � - � - � - � - � - - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � L . � r _ _ _ _ . _ _ . _ _ _ _ � � i i i i i I 286.3 I I I - 69.8 i . 570 i L _ . _ . _ . _ . _ _ . _ . _ . _ J � 413 1 s ` � L _ _ _ _ _ _ _ _ _ . _ J � � ' ALLOWED ; ' � � i GRFA 5118 SF i � ' � � r - - � i ' ' � HAVE : � i i i i I I � 1st 413 . 1 SF i I I i 2nd 1989 5 S � i I I � 3rd 198 � . 4 S � � I I 4th 729 , 4 S � I I I I I I I � � � total 5116 SF I I I L _? J I I I - , � - - - - - - - - - - - I I I I I I L _ _ J ,� =�t;�P�Ol '�=C ''.y T. ' � T�t.° `� � ,n�° ,, ,�; . ��.ull ,-. D - - �ti' .- . � o� - - �� �� FL .. . . . _. , ��- � -----d_�-#= Lohre Re�idence Date 6iisi94 Robert L. Arnold Architect, P.C. Lot 25 , Glen Lyon p . o . BoX z5a7 Avon . CO aiszo � L E V E L 1 G R � A / G A R A G E Westhaven Circle �e � Bea�er Creek B��d Su�te � 04 303 845-8117 ��4�i _ ��_�ii Vail , Colorado ( 303 ) 845 - 8829 FAX GRFA1 48 LOA1-4 � - - - - - - - - - - - - - - - - - - - - - - - - - - , ! , � ; ! ; � , ! ; ! ; � ; � , ! , � ; � ' _ ' _ ' _ ' _ _ _ — — — — — — — — — . � I I � I � I � � � � � _ � _ � _ _ _ — � — � — � — � — � — — � — � — � — � � � _ � _ � _ � _ , _ � � � I � I � I � I � I � r+ _ _ I � . _ , _ , _ _ _ _ _ , _ _ , _ _ _ _ _ . _ , _ . _ , — — — . — . J I r _ , _ , _ _ , _ , _ . � � — — — — I � I I I � I I � � � I � r . — _ . _ , � � , _ _ _ . � I � I � I � I � I � I � I � � I I � I � I � � I I � I � � I I � I � I � � I I j � I I � I � i j � I � I I � I � � I I � I � I L _ _ � I � I � 198g 5 sf � � I ` _ _ Z. _ _ _ _ _ . _ _ r - - - - - - -� .. ,�. .. �-s.i� . . _ 1 1 � d LLf � b. bJ 4/� � � m ���titi�U �� ����� DcSIG{V RE'JiE`�^J =�- ;',�'D Lnr�: / �:��.:.:,: `----�= Lohre Reqidence Date 6 /15 /94 Robert L. Arnold L E V E L '� Lot 25 , Glen Lyon '�°�te°t, P.c. � G R F A p 0 Box 2587 9von, CO 81620 Westhaven Circle �8 E . Beaver Creek Bivd . Suite 104 1!4" = 1'-O�' Vail , Colorado (303) 845 -8117 (303 ) 845 - 8829 FA� GRFA2 <9 LOA�-< r _ _ _ _ - � � � � , r — _ _ _ _ _ . J L , _ , _ , � � I I � � I I � I � I � � I I � I � � I � I . � J L ' � ' � ' � ' � ' � ' � . � . r - - - _ ' _ _ � � I I � r - � - - - - - - - - - - - - - - - - - - - - - � i i � " ' _ _ . _ - . - � i i � i i i � � i � � _ _ _ _ _ _ � i i i i i i i i , r. , _ _ ' _ . _ ' _ ' _ ' _ ' _ ' � � — — . — . _ _ _ . _ � I � ` � . � . � � _ � � I � � I I � � - - - - - - - - - - - - - - - � � � � � � � � � � � � � � � � � � � I � � I I � I � I � I � � I I � I � I � � I I � � I I � J � , � � 1 ► , I � � � � � � , 1 ( f 2���.8 , -23.4 � I � 1984 . 4 sf � L _ _ _ _ _ . _ _ Z _ _ _ _ _ J- - - - - - - - J ��� �Y i�i� � -i �i4��'�l 0'� VA!� ,.nD pESIGN REVIEW 6 DATE: � PtAi�t�i��: � � Lohre Re�idence Date 6 /15 / 94 Robert L. Arnold Lot 25 , Glen L on '�°�te�t, P.c. L E V E L 3 G R � A Y p � BoX z587 A�on, �0 8 � 620 '� Westhaven Circle 48 E Beaver Creek Blvd. Suite 104 �/4'I c �'_��I Vall , Colorado (303) 845-8117 (303 ) 845 - 8829 FAX GRFA3 48 LOA7-4 � — — — — — — — — — — — — — — � I � _ � j I � — ' � / � � ` � I i � � I r — • - - , � _ _ ' _ _ � , - - - - - - � I � � I � � � � I I � _ . _ . _ ' _ _ . _ � I � I � I � I � r - _ _ _ _ � i � i i i � i i i � i i i � j L _ _ , _ � I � I � I � 1 � I � I �52.8 I -13,4 ' ' � 729 4 s ` I 1 � L � _ � _ . _ _ _ � _ . _ _ � _ . _ . _ � _ . _ � _ � _ � _ . _ _ _ _ _ � _ � J ppPAOVED � ��E TOV'"y tjr �- , DT . � � ,, � - . —• . L.. � � ^ '� � ; � / � � / ��� - _ �� I Date 6 /i5 /94 Robert L. Arnold Lohre Re�idence Architect, P.c . Lot 25 , Glen Lyon P . o . soX zse7 Avon , CO aiszo 48 E . 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" �� � � � ��� � ', �, ' �� � ' i � � , 1_� �f�l �� �� ( � ��� ; � � I � �� � I� .L �1a 1 L 1_IJ �� ! . �� � � � i l �._ � I _ �� , _1.. ( l 1l � _.: � l __ . L � s �o � s _ � , I I � , _ _ , , r- - - - - - - - - - � - - - - - - - - T - - - - � ,, _ � � , I - - - - � _I1 _ .1I .I_._ � � , �' � � , n � I � � 1 �1a l ._, ! ,:_I J ' � DOOR SCHEDULE � � � ' I � I ' # SIZE MATERIAL HDW NOTE _ I . � - � -� - 1 �.. . .--` — - - - —. . — . '-.'"-: �� , . . 1 2° x68 TYP SOLID WD ° \ � - p �J2 �� / . .�� LEVEL 3,JU ' . ._ . . .. � . - . . . .. - � _.i . 2 2` x68 TYP SO � IC W� ° � -- -- _ - - -' - I � = -=120 9° ' �, I 3 PR 2° x68 TYP SCLID WD P � � - • , I ___...�1._� _ . _ _ . . i . � ^ ;/ � / dn i � ; I 4 26x6g TYP SCL ' D WD ? NL � �_ , 4R � � � � � - �J I �I I �� _ �I_1I I �� I� i - I N . I +'.. � i I I..._l _. ` ... L _ 1_ L 6 3° x6B CXTeRIOR SO � tD WD PNL _ - 5 3 x6 TYP SO _ . D JJD PN �_ M BDRM � ' I , l I `� j_ � I 7 3° x68 20 MIN 50 '_ ID WD ? N � - SMOKE SEAL . = I / � , x/ � , ...... � . I ' - I I I � I I , 9 36 x6g 20TMIN SOL ' r' � � I - - - - - - I - - - - , / I � e I - - - - ,, II . _ , _- _.._I ' 0 8 :v Wp oIVL - SMOKE SEAL -- _ I � HALL i -J '_. - - � , ,o z x6B at �o�� sa- - � w � � N � _ � IE�/ ! � I I I ....... ��_ I - - . . I . I-_, l__, . I . . A � 11 � PR 2� xEe BIFOLD 50 �_ ' D WD PNL - -- . LEVCL 4 — — 1 — — — — o __ � i i _ �. I 13 PR 2, x68 BIFOLD 50 o - � - - — — — � -�� - _J � . - I . e OLD SO _ : D VJD oNL - , ' o � ' i I �i V - _-'. 27'- 3 �D=8t45 25 f I . . 1 - 1 ... . I i I . . 12 PR 2 x6 SWING BIP'L : � WD ? NL - , i I - - - \ S,, B -' 27'-t 3 /8 5 I - � . '' 74 26x68 BIFOLD SO � : D WD ° N � _ - - I e3) I i I \ ' O t i . �. . . . . . . I� 15 PR 26x68 BIFOLD SO � : D WD PNL _ -- , I I I i i ..� ! - - - . . . . ... . . � . � �'T 16 26x68 PATIO C �� W� / G �ASS , _ J � � � i ,L_ � ii � \ � / � � �� �� — — '� 17 3° x68 PATIO GLD W� /GLASS - �: � i � --- r i � i i � � i%� � �' � , � �� � 18 gsx8� OPEN'6 GL WALL WD/GLASS °NANA" : NWARD OPEN 'G 3 PNL w/ SCRE � N � � � __ � � _ _ _ , � � / � \ / I � �p � � � � � 19 8� x7° GARAGE : NSUL HD3D /WD SiD'G - . � � 1° � � �. I iv < I 20 16° x7 ° GARAGE INSUL HOBD /WD S : D'G �f, cr'i � � � � �I �, � i II �I i i � ODBrI��, , . � � - � - - - — -- � �- - 21 3� xE8 POCK �T SO � , D WD PNL _ - � � 22 3° x6a POCKET SO ! ID WD PNL � ��x�8 III �i II II i �,- ��� R6 " � - - � ° � �` � ', Il II ; �L � I� - - - - ,+ , � - - - - STEAM EQUIP � /� � r - �, � �I \ cHti N - - - - 'ST � AMIST ' DL79 n i ' i' I � ill I � I II - - - 7. 5 KW w/ VPD 100 CONTROL ;, �- - - - - �p,2> �� — — — — — — — —_] � i9 '' J — _ — _ _ _ — _ � - _ � I � '- 2" 2'-0�� 10 � � S - O SB � �. TYP T`�p I I , .. , � � �, \./ , - I� a2x72 � _ ,_..� ... - _J �� � = I � _ � I _ — o � M BATH I ' -+ J � � � I '�. . _��' ._ - _ —:— � f . -� t0 N � _ � � � i _ �__ _—_ '_ __ � � V' �� � � ` � � �- �, �� t _ _ _ - � ; WINDOW SCHEDULE J � � u> � A� � � �"��� � (A1 �'r �� � .� --��- �-t : � - - � �- — � �� ` � � � -_ � - —� y—_ -� -�_ ? ' � n I I # SIZE TYPE MUNTIN NOTE : � ZE TYPE MUNTIN NOTE : � N �� F�� /- `p, .—. I - . �. . .. _ L � .L_-1 �� ."'_ . 1 -.__. �- -- � - n I , A2 29 29 .- R - J1 29 59 / L �R ° �. _ �_ = A -? Oh F '� OR CONFIG 2 9 / FIXED � - I L. I ^ cz s > - — - —— - - - � � V. ' � I 1 = ' z A3 29 29 - 2 F2XED � L _ ' I I � 'I � - 29 59 / RIXED T — — — — 1-1— — — — � 4 _ � � , � �, u B7 _ 29 1 L _ � ti 29 35 ABV FIXED CROSS RE . � LEVATION FOR PATTERN _ _ �� A B2 29 1 R I P . F I � \ i , _ J2 29 53 / L R� EL _ ✓ATION FOR COtvF ? G '- il 1 /2 " II I � I �_±, �; � � � 8�_ 6�� B3 29 41 - 2 L 29 53 / FIX � D � i � � 84 _ 29 41 -2 R . . - 29 53 / FIXE� !opor SIM TO HiMNCY I — _ rvp � NorerH , I BS 29 4t -2 29 53 / R 4 8 ��2 / FIX � D F F J3 , 29 59 / L CRO55 RE ELEVATiON FOR PATTER 'v 5 1/2�� 7�_�u �3 1/Y" 4i_ 9u I 3 7/2" 4''9n 3 t/2" rJ''8 1 �2�� 5 1/2n /2�i 6,_ 6�� 5 1/2" 4i_4u 5 '/2�� . _ . � 9 41 _ — 86 _ Y� 4t / FIX�D _ R� � EL _VATION FOR CONFIG a 2g 41 ABV FIX�D GROSS RE � LEVAT. ON OR PA , TER 24'- 0" ' � ,_ „ � '� 21 a' FIXED 29 59 / FIXED 16 3 1/2 - � 29 59 / FIXED RE ELEVATION FOR CONFIG C1 -NOT USED- 29 59 / FIXED I � S TC � - - 29 59 ; FIXED RGOc 3FLp `JJ D1 29 53 L 29 59 / R CROSS , - r ..- I � � ! I D2 29 53 R _ 4� 2g 35 ABV FIXED CRCSS RE ELEVATION �OR PATTERN i i_ __ '_ __ : D3 29 53 - 2 L . _ �.�_ � --- - I �. �� � � D4 29 53 - 2 R � � i _ � � - � � - �� � � � D5 29 53 - 2 � - - - - \ I �, 1 � � � � ; - - -- E2 29 59 -2 R " � � � - r � � ' �� - - - � 11 _ . _ _ IJ�� � � I. I � _. I I i ea zs ss - 2 __ GENERAL NOTES : , ' II .I I I I , rll � E4 29 59 / L 3E ELEVATION FOR CONFIG -- ... . . _ _.,I _ �- 53 59 / FIXED �PECIFIED: I I II I -11 _� � � I i I ' - - - - - - - - � � � - - - 29 59 R - ��PELLA" Architoct Serie� - ' . _ .. _ . .. , .. .. � �. . ., i I - ' . t__ . ' � � � - - � -- - - - - - - - - i _. -- ._ - ...- '. I _ _ . _ . I .a . ._ � , � . .� O i Rv J b 1 � ED - C � � 1i. � 1 � ; 1__1 . - G � — i � � - I- � �-I1I I - --� . _ � EVA� : O '� FOR CONPIG y,W 9dowe , B LAD W D �cASEMENT ea . , I _ . � . _ .. _.1 � . __l_ `. �_ _ l __. .�. .._ I ��, F1 29 47 -2 / R 4E F All P1 � \ . I I ' , �' � 29 23 ABV R FIXED `✓ERTICAL 4 ° E �FVA- : O 'v FOR PATTER '�� - Standard color approv�d by OWNER / ARCHITECT L r l � ; _ : t- - _ .L� ! � - L J- _ _� , _ , � . ' \ 4 I � _� � 1.- .�-I- � . 1 l _ . // �� G1_ 29 59 - 2 / L R � °_ LEVATION FOR CONFIG - - -- - 1 � ' � I ._� II II / , 29 23 ABV R FIXED VERT? CAL R � ELEVATION FOR PATTERK � =j r - , � _��_ �_� � I - G2 29 59 - 2 R RE ELEVAT. ON FOR CONFIG I . . __. L - -�. ._ __ .. � -- �� ..._ . �-.--...1 - .--. - . . . I 29 23 A9V � FIX�D VERTICAL RE � LE`✓ATION FOR PATTERN _ . . - -- _ - � ' . l � � I V . t . - - - � A 1 � H1 29 59 - 2 i CROSS R � ELEVATiON FOR CONFIG � -: _� - - � � - [ � I � -- ' J' DS TO SB - - i - � -�- , - -� � � _ � ' � I ..- , __ _ 29 59 - 2 i FIXED CRO55 ? E � ELEVATION FOR PATTERN , � �-� 29 23 - 2 FIXED CROSS � _.:�I � � r � �. . ! _ . . � . . .. . .. . . . . . . . . - . ._ _ l _.. � � " ! i _ �- �^ _ _ _ I , H2 29 59 / L CRO55 RE E � EVATION FOR CONFIG -� � 3) 29 59 ABV - FIX2D CROSS RE � cLEVATION FOR PATTERh := .; _ I I _ -- - - - .� , 4 I � L ��-f i, � I i . _ . i � . - � .. . 29 59 ABV R CRO58 � � � _ f. _ � .. 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F � =„v- s� � � A'-1 I l I -_ _— - � I ; ' I I �-� � � -_� --�� .�- - - - � - I i N LEVEL 2E � � — -E � — _ — — - �� � - - - -=' � g ' -� " � — � � _ � ' _ - -- _ - — - � I -' - - - _ - - - � - - - - � � i i - I �- _ , ! - - - - I - - - - _ _- -- _ _ � I - I _ �_ . -- 8 O ` _ � CONC WALL STFp ! - 3°�. STR�C' \ � , i � � \ � ' � - . �I I: s ` =_ `�-- _ _ -- _ I � - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ .� LEVEL 7 � � � � � � � � � � � � � � � � � � � � � _ _ � � _- ' O�'- 0 �� — — -- - - — — — - — — — — -- --- — --- - - — � �� -- :r . DATUM• 8118' � - I - � ` � � - - - � � � �� _ _ _ _ - _ - - _ '�, 5- E �� rown ot van �� �oN� WA_��- � RE S-R��� OFF[ � ��►p� , �� � . NOTE ! . _� _� A '_ _ MATERIA '_ S SIM TO THOSE SPECIr= icD Gti A5 ,�'� APPqOVED F3Y TH� : � ,� TO Wd1� C�� p ���, � , �r:- �. . � fi � �ESIGN �� �k ; �+' - ' ` '. �: � � � � � , � . D�.: �,: � � ` � u ` c� s; PLAlVNEr�: �� •', . , ;' Lohre Re �idence Date 6 / 30 /94 Robert L. Arnold Architect. P.C. Lot 25 , Glen Lyon P.o . Box 2587 noan, co aiszo EA S T E L E V A T I O N We� theven Cirele 48 E. Beaver Creek Blvd. Suite 104 i ' � 1 /4" � 1'-O" Va ] 1 , Coloredo (303; 845 -8629 FAX A 6 I . e , ,.� . . _ _ _ � ; - - - - - - - - - - - - - L 1y - IW. 11. 1 � . . ' � � _ � "� ��_ ' . � W 1 I �f � � �� _ ' . . . . ' " " . .�'� ..'� � * )�!��' - . . � i ' � . . - . i � � �� . l � � 4} ��_l� ~ '� . . i . � . . � ' . ' . " l ' I' � t rr � :� _ , . . � . . . . . . :y�` -..F .�❑ft � � � ,:1``} l Y ' . . . i � � � � . ' � � - ^'.t �1- �' li F��., � . • . .. . � � ' . . � - . . � . . � I ��� �`�. , ] a 4 . " 61 V1. �''i �:`� . . . . . ' . . ': _ - PTD STL SNOWF� NGE „ � F,� v � �/2��e STL ROD , A• • . _ FpR 'J : \ G - RJ �oS A � 2 ' _ - - - ? = 5- 4 �. 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I � ; I � _ i � ; . � _1_.__. ,_ . . _ � � I' � � � _ _ . � , _ Ii I _ � - I I � LEVEL 4 � � � ,� 1 u _ � � 3 Y � � � � I _. , , =° AC OF OPEN'G WALL • -. �r- .Il -_l �...__. .J - . . ;. . �.I � � ' . - ; - - ---- - . - - - -- - - - - ' � � . i I � II I �� ' late - - - - � _ =129'-4 1 /2u - - - - - - - � . � :. � I _ � / � - I� - - -i � �� EL=' 29'-4 1 /8n II -- -T- - � �- � HEA� I rN2; � ; ` - - - - - -_ - � - I � � I� �� 11 \ � � , � c �v � � ; � � i� I. � � I�' '' - - - - - - - EL =127' - � � � . � i �� '� �� �� i � � E �-124'- 11 � � N - " � � �' �, - � � - � � ' �I �' — � I 2� � � �I � \ I '-v � n �� SPA 3� _ p�� � � I �I�i I B6� �� � � � � l9 � � I �I �� I �I , ROOG � �� _ COOPO � .'19TOiIQT� On �(OOF � o!'� II �! yyy I i `H3: - 'il � I OYERNANG I � II I� I I S . _.- �. �� � �7 11 � I � I w/ 9uppl � er TvP 18 I� �'i � I I �� i I� � =- - - ° ' ° 2 � / � I ,n ` � �! 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''� � � ` yu NOTE ! F . F ���Eo�� p,\�P�Q ' . , Y, ,' �� . q _ _ MATERIALS S ; M TO THOSE SP� GI D GN A5 , / ., �,: PQQ ����\�� i� � y, i , , i r . , ` ,Y � o�s��� �� , , : I pP��• � I Q����� • Date r % � � ' ° � Robert L. Arnold Lohre Re�idence Architect, P.C. P.O . Bog 2587 Avon, CO 81620 Lot 25 , Glen Lyon 48 E. Beaver Creek Blvd. Suite 104 We�thaven C1TCle (303) 845 - 8117 A7 S O U T H E L E V A T I O N �303) B45 - 8829 FAX ' � „4�� > >�-o�� Vail , Colorado _ _ " . ` , . - . .y . ' � .. . � ' ..` �� \ \ 4 . .-� � ' ! � . 1 . =. 4 "_ . � , . ' �y�� • *aY�. l ^� : c. 5 _ � `F s� Y _ � � .. } I". .� ti`" � �' � tit " - pJ�� .�_ , , . ' . � _ - _ ' . �' � J�,_ i _ .. . . � ' � � � . .. . . :� �. . Y A9 • � , - VENT - — - - - - - ° G � = �°- rC _ � PTD STL SNOWPeNCE , I = _= ' 42 '- 2 5 !8 I � RCG� P� AK � � � ' � � �=140'- 5 5 /8 " � I ,-� ; I ,- - 1x6 T6G CEDAR SOFFIT TYP COPPER GUTT�R , � _ � Q '� 3 �I ! � - � � n � � CEDAR LATTICE �' i �- v . � � '� � � /� �. � I , �" _ �� � � � � 1 � � � I ROOF ° EAK�� � � � ��,�t-- � � i � � EL =136 � 2 5 /8"z Y � �I � — 1 � � I� ; 2 , 2 i - --- , I i � i / > � J� � � HEAD . i -- � _ � ✓"J — -�.}�— � 6 - 6 - I � � �_ �� ' � � �- - � - � �- - y , IY C � =134 O � \ .. . , . � � �I � I � �,.__ ....� . I ExT. � O STUDS . a � � ��� . � . . � . � . - . . , . � h , , � ,- \ , � f ,, � li A � ' � � . . .._ . 1 , 1 . . I � � . � �I�. ��I ' ,� � rt�_- . . L 3 0 � I 11, I. W 1 � �, t o � SIL � . ao�Y��ROO= (��� ' � E � , 3 . ��_ �.� I � II '. / � ��_,. � ov=R p �tie i � e�e<Nr° " � �,^� io � H =AD I,i �I - � A � � �� � �� — -`7��Ttr'^' i br header ' � EL =124'-11" �i; = L =129'_ ii " � � � . . ��...... �.. � � plata E� =128'- 9 3/8" � - - � . - �" '�_ � r:-'� ' � EL=12o �_ a - �g�-� � — — — � i �i - 1-- ���� I u � � EaD i � I � �/ S : LL — I I i , I LEVEL 4 EL=127'-� O° _ _ _ _�E�=12 '- " - �, I � �� - �i �� II � � - � L:��I�� , � � _ ='. 27'- 3� � i --_.-� I � � 16 � : � �Bl ; N � � � �I / I _ I �n \ _ il , II 1 , � EAD C J1) � - - - - - i �///-��,�,,,,,,��� ./.�. / I II ir' ' / I . . , � � ° L= 124'-11" / A �E3� i i � � CP` SIL �� ' � � - - � .:-_ _ -➢ ,' � � � � � � °� �� � � / V �--� \ � i ° -_ = ' 23'-7u � �� Y - - .. . .'I I � � . � � ii - . 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EL =114' - �•� ' � I ' i _ _ i ��� A / � - ': I � � � � � Sil_ L � � ( � � '� � - , I I \ \ / / _ =t72'-5" ' I - - - - - - - l�_ _ �i � LEVEL 2W ti SiLL _ _ — — - - - � a���p��� _ _ EL = � 11 - 8�� � _ Y ��_ I� _ I ! —T� _ _ - - - -_ I :.`. S� �� � ?- j _ _ _ _� h LEVEL 2E . :I - - - - - - - - - - - - - - - - - - - - �� � ? - - - - - - � _ _ _ � '..� _ - — ` ~ LEVEL 2E � E , _ , pg�_ � n �- � - `- � / - PERIMETER FOUNDATION DRA1N � � � � _ . 4" ° oe^` °'JC ro aayl �� ch • � -A � � � / ^ ' x' c -cvel w/ "ENKADRAii�"� filfer wrcp EL= 106'- 9�� I I 19 2 I � �-- I / -, iJ I � - - - � - � _ - , � � � � • � , _-�-- � � i � � - • �_-= , : c��- i i i � ' i i LEVEL 1 � I I I '! i I �_' I / _ I _ � =� oC -O�� i-ni i - - - ' � -- - - - - -�--- J - - �' - - - '�I- I 1=i i_,=� � i i ' i- i / �-- - - �� � � DATUM- 81t8' -''=1 I I- i 1=1 I �I I � � i � I1=� , iiIII_ i / / � I � — — � / I _ — � � Towri of Vail — ! - - - — — - - � I � � _ _ - - QF����� C��� � � I � � , I � 2x10 SMOOTH CEDAR TRIM ��'}� T}�E i w/ FPSED EDG ° 5 A�O � `�`� � TOWN OF VAIL� � �� � � � — - - — -- --, DESIGN A��1 � '= � � — — � _ _ 1 y� _ -�-,,,,�. TE: � -_ "� DA , �l�Rt�4NE�: � ,. . , � ;' � : '� NOTE ! �� ; . , ,'� A '_ '_ MA - ER ? 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I _ ! ..; � � � � a �/ \ _ � � � � � �I STAIR A ' m F � � ' F Y R L I PERIMETER FOUNDATION DRAIN ''� +=. � li I � 4"° pe^f � `!C 'o ccyLaht LANCiNG . ^, 1x1 gravel w/ " ENKADRF+ ifv " fdter w�ap - - � L =102 �-7' . ' ' � � ` � � - �. . � L�VEL t � " � . �: � ' d. �i �.i' Qi� i ��'� !—i .S' .� — —�� — - :Z_ i'-� DATUM� 8118' . ee e - ee e r . III-1�1—i ' Q ' I I — -� i.:' — !��=: I � _ — . =l � li-- — — —� i —_ — - _ � (//// Y �� I / �'�=�- �i • � .�����, ` ,, . . �, , ' `�. ' ,,�� . >�; � � A, � !' f _, � : iJ � ��ti. 4 .. a _ - � ' � l � . �,:� �� � , � ��� � , , Lohre Ret�idence Date 6 � 30 � 9 � Robert L. Arnold Architect, P.C. S E C T I O N � � W Lot 25 , Glen Lyon P.O. Hoa 2587 Avon, CO 81620 We� theven Cirele 48 E. Beaver Creek Blvd. Suite 104 1 1 /4" � 1'-O" 303 845 -8117 A 9 V911 , Colorado �303� 845- 8829 FAX I � ' � i r 1 A9 — l l _ - � �ROG = PEAK E _ = '� 42'- 2 5 / 8" . . _ . . . . � I . . f _ . � I _�I. _ � 2x12 �a2a.�� I.I .. . .I' �:I � — __ — _ N - I Q 1 I IIII /-� , ✓ _ AD — I `� � , � _ ���=136'-11 " I � 2x10R5 IN STUCCO RECESS � - _ _ piate 6x10RS . R = _ _ = l LS � - - - - - - - - -- — E _ = 135'- 4 1 /8�� �- �c- - - - . `_—__ __ , - -- — - I � , I � � � TG C �� iM �\ = " � � _ = I�34'- 7 5 / 8 ' ' � 72 ° � � o � 6 � / ��'� �� � � � O ., J3� � �� 8� � I I �J ROOF FEAK � � ° i � I _ ' ,� M BDRM � M ATH — -- � ti� _ ; - - —� � I �EL =132 '- 7 Si2' = � 1 1/2° STL ROD - I I I � ,. - - y' � i I I - ` /� * T � � 2x12@24 " i � . - - - . !� 8 75x25 5GL � PORM , NG , RJSS � I _ _ _ _ _ _ - - II � II R � . 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' . ,, iP ii i v � 2a � i /45@ � 2' i � - PERIMETER FOUNDATION DRAIN � il I I �L � 4„' oerf PVC . o aay: �� a ^. t = I I Irt 1x1 g ^ovel w / ° ENKADRAIN " ° + rer w^�c - '- - � � I II � � . . .. � � _ — _ __—_ _ _ I A GARAGE MECH i� � � e� " � � GARAGE pz_ � � � s � � � � � - - - — Z � � � -� - I I I — - - - - -- — — -- — � �1 i I 1 � � LEVEL t __ — _ -��ae86 d800&i!4�—_ — • - _ _ ' - _ -. — — — — --- - �i — — — _ � — _ a .. .1 . i.a^ sF. 4,a.�30,a � � _ = 1J0 '- J�� r � Illlilllii I� �t � L _ _` _ J d�� CA�a'eeRr �o.9'a. � 'I III � ! ' DATUM� 811 $' � -, , � -�II�II-- � I �. I ' ,, i ' . j __�! 'III _ = � - STL COLUMN 6 CONC FOOTING " � � � � � _p � _ i i i � i � � � � i i I I I a"_`�+"°=='�. _.! � � { � �.' 1 ,`�+�i � � F. `� \'. ..:,1� , /, . , . ' /.! ; ' . `�'� - �. .^ J ' �` � ` t � � u � >, � ��\ G-,. Y ... C� �.` C` ' '"'^-•t.o...-.-s . . ��• � . - �. . 1.�. 1 �: ,:_♦ ' / . . '_ �r Lohre Re � idence Date E / 3G / 9 � Robert L. Arnold Architect, P. 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I � WALL � � I �O i G20'� I/B"7 / STEP '� G20'-2 �/4•� ! �0 fi� W/TS1fATHNG I _ I ` � � � N_ � II _ _ _ _ _ _ _ _ _ _ _ _ _ _ � , ,� � � 01I'-O") - - - - � � � � � � � I � I I � I I � � � FOOTING � � I � OI I STEp 4" SLAB-ON-GRADE ���,_8� I � I O ' I I W/ GX�W.O X W2.0 � 6 I I I I � L � � � S� I � � i I i � h� • � — (2)-�S � � q � ! � 4�_Z�� I � � i2" I N��" I I � I � g 8 � �� '��-'�" X 'S�-'�" X 10" FOOTING I 10` � W/ ('S)-�S EAGH WAY � � � 02�ACKETE 7 STEP `�6 S6 � 12' I 4 I z ,_C, � � S� GONC2ETE I (9)-a4 SI NAUNCH � � STEP S7 r - -I- � r - � STEP � 6� C I � F TIN r - - - - - - - - G20�� I/8'7 _ i � I � � - - - � I I � - - - - - � I `� �v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � N � I � j i I O � I STEP I r - - - - - - - - - - - - - - � • I I r - - � O (T)_#4o I I V' NI I � C99�-4•) - - - - ,y� _ G j/9" I I 1/2" � - -I - � i - - - - � � � 2ETAMJWG WALL THIS `� ES i FOOTING `JI G �`� I I I A2EA: SEE 2ETAINNG I I � �� _ a � � WALL SGNEDULE IN [n�'-io va^7 �' j I 1 I � �� ��'-�� �ia° I � SECTION z/sz IIIIIIII � � '� IFOOTAJG W/ x �•--�1 I � � II ,-, � _ _,_ I(�)-«s EAGH wo.Y —1 I � � '�, � I�j IIII °IIII°IIII° • j r T - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I � I I sr° �,. : � I I I ' -1III-11�� °��I� o[ I I I � � U08,_S•) 7 - - - 6 � � I � - - - � � I I h` � 'n � � _ � � � I G S6 � j � I � � � '� I I v ul jv � I � � t0 � `r STEP I � �, � - � ' " I I -! I � �aI�L/ � �'-�" � le" I I O I � � I I � S7 �� p � I ., i a' _ � �" I e" I I � � v WALL � — � � iV I 109'-1' � � � WALL � � FOLlJpATION I„1P,L� ' I � " SLP.B—ON—GRADE T.O. CONC2ETE � 10' I STEP � � STEP � I � � I - RE SEGTIpJ 7/S6 � W/ 6X� 1,.12.0 X LJ2.0 I I � TIO 1`I 1 � W.W.F. � r - - - - - - - - - - - - - - - - - - - - - - - - -�lll,-8��� � I � I , _ - - - - - - - -r - - - - - - - - - - - - FOOTING I I STEP �G � � ��' �� � 18" � I r - - - - - � - - - � �- - - - - - � STEP �/4 = ��-D I � STEP SG I ' I i 99'-O" I � - - - - - - - - - (104'_ 6 -�, - - - - - - i- - - - - - - - - - - - - - - � S� � f I � ui j � b� I STEP ING DO6.ELS � 2'-CY I � - - - - - - - - - - - - - - - - �ioa_a"7 _ I � s � � � I I :, z e roP - - - - - - - - - `"I I � � { S� FLOOR � S7 EXT. ST'LC� WALL I � i I � � STEP_ I I ^ W/ SFEATHJG I r - - - - - - - - - - - - - - - - - - - - - . - . S I � (99'-4") - - - - - � - - - - - - _ - _ � \ i `-� � - - - - - leo I i N I I � S!n cQ � I WALL � I I FOOTING -- - .._�� - - � - , , I oa�`bo° � - _ i � � STEP = 100'-O° r - - - - -�100�-0'�_ _ � � I I STEP ��o ` ) � �. �'� - - - .. _ . - - � i . O 00 • _ � FOOTING � _ N _ tl � L,� - T - - - - - - - - - - - � � - - - - - - - - - } r:� - - � \ `,/ � ��� \ STE�PSA� � i O " i STEP I T.O. SL � - -- _ � � I � GO O X 4 O" X 12 � I � �91'-O") �,t � \ � I I FOOTING W/ I � - - - - � � � � 1 (4)-x� EACN STEOP ING � i Z WALL I '� � � \ � � \ (� SZ I � I �f1 I I I I r - - - � I � 4' GMU PLANT S6 STEP I � � \ � ��` NOTE: `A �'�)-�S --I_ - . I� � � L - - - - J � / WALLS � � � � ��J PLACE LPPE2 2ETANING � 6' C � 'n � t � I �- � � � �/O), WALL ON LX.IOISTU26ED I �t I � � � � l I �����_ ���) _ _ _ � �9G'_6") [IIp'_Ip'� 1 4 WALL � � � � � � �lp. FOOTlNG NATU2AL SOILS- ADJUST ' G I � � � ST� FOOTING ELEVATIONS � - IFLOO O I - j O � i � � BEND � � � � � \ � � STEP AS 2EQLA2E0. �TES 4 O ' I � I �STF3 � I ,�7 12 � T OF WALL ' � � � I � � � � WALL I Y � (� l9 � � � TOP pP WALL I � L - _ _ _ _ J S STEP � � g-7 I SLOPES 4��ip. ti � �i�� � � � � 2E: A2CH. � � � \ � � ���� _ : I I I � - J � - - - - - , 10p% CONPAGTION IS I S7 � � - - - - - - - - - - - - - - � � � � 2EQLJIREO FOR - , _���� � 1 � � � � �- WALL � � \ � �III =IIII= 1= I `��-� ��4� S'-7' I I � � BENO � COf�AGTiON AT =IIII=I =IIII �� I 4'-�c" X 4�-6° X 12" � ��-S I/2' �'-4' 4' O' '�'-4" °,'_ 4 � �' � \ � � � � \ � ��4'� STAI2S. Z�_6' J �� � � � � I /' ' FOOTING p � \ \ \ \o, � � � E��H I WAY / (S)-� �g� 2EIt�F02CEMENT: � � IO' 8' �S AT 12" O.C. y 6" SLAB-ON-G2ADE i CB)-ocS U � � \ CO2NE2 BA2S � ' I I EACH WAY � � \ (q6 ,\ / � � \ � � STAI2 W/ a4 AT iV ;� �� � � � � ,�, � \ � \ 12" O.G. EACH WAY (8}-x5 j'-p' 4 � ' � TOP OF WALL � J / � � � � WAL DOI.ELS �Q. � . I I SLOPES � � � \ � � STEP ��� S� � � I 4' SLAB-ON-G2AOE ` _ _ _ _ _ _ ,-, � I W/ 6XG W2.0 X W2.0 99'-R" I I � � � , � � - - - � I O \ � � W.WF. A� D002 � � STAi2 WALLS S � � � c�)� - - - - - - - I FOl1JDATION WALL � � T ^ RE SEGTIOfJ q/� I I A2CHITECTU2AL ��, C � G [102'-10"7 104'-10'J J N / I � \ � - - - - _ - �I � ( � I I U SHEE T A2 I \ � � ,p I I I O I I L m � i i S EP _ , O� I I O �9 � i SAEp -r � (9G -10") , - - - - I EXT. T /4 = �'-D � }}�� N S UD I.JALL - i G I I �,� � I DUI IDATIOI I � �. A � W/ SHEATHYJG i^ 4 q�° �AGH WAYW/ I( 1 � SLAB SLOPES '�' —� � I ,� 2XG TREATED W/ � � `� � � I I � � � � �4� = 1�-O� I/Z"m X 10" ANGH02 . � � � - - - � '} � � S6 O BOL T AT 3�-d� O.C. � � S� � � e. i � FOU1�iDATl01�1 I�IOTES _ � . , ' � OATUM ELEVATION 100'-O" EQUALS AGTUAL ELEVATION 811B�-O" O � 4'-O" X 4'-O" X 12' I I � 2. [XXX'-X"] INDICATES TOP pF FOUNDATION l.,�ALL ELEVATION, °� � � '•� � � ' � -_^�� � i FOOTING W/ � � O o00 °n I �4)-+�S EACH WAY WALL I I '�. (XXX'-X') INpICATES TOP OF FOOTING ELEVATION. ��-� ' � -I I � STEP � � � � I � ^ 4. CONTRACTp2 SHALL FOLLOW ALL 2EG2Ut2ENiENTS LISTED N � �-4° X 4° X i/4" � `� I i � . � i O �9 SOILS 2EP02T. W/ '�/4"m X 6' EXP. A. AT 2'-O" O.G S6 � I - I � _ - S. G01JT2AGT02 SHALL PLACE ('�)-� VERTIGALLY FULL H E 1 G H T O n O F W A L L A T H I G N S IpE pF ALL WALL STEPS HIGHE2 THAN � �4 TIES AT I, I `� 2�-O' O.C. u I � . FOOTING � u 4'-O" IN AOOITION TO WALL 2EIhF02GEMENT SHOWN OTHE2WISE. � I I i I �' STEP I � � 6. FL002 ELEVATIONS SHOWN ARE AT TOP pF SLA6 OR TOP pp pL•�_ ' (g)-#S � -- � � � I S6 I�lOOD FLOOR SHEATH�NG. I � H02�ZONTA I ^•� 7. FOOTING ELEVATIONS SHOLJN A2E MAXIMUMS ANO MAY NEE� TO 20 � 1 � � � � I � O BE LOWE2E0 DI.E TO SOl C01dDIllONS_ VERFY CHANGES W/ ST2UCTU2AL ❑�Vr,.,�.._c� `����nnu �j I `�+ I I � � �°�fiALD "'•. � —.'� I � �� � 8. CONT2AGT02 SHALL INSTALL ALL BEAM POCKETS SNOWN ON SHEETS �� `��,�; • 't'O�'. � W A L L I S2-S4 N FOL1JpAT I O N W q�S. :r 1 �.��,'��,k•�:3,: � � I � � STEP F O OT I N G � I i S� I � FOOTING � , ��: , ° ; F; � IIII 111 = � I I _ I �`'�O _.__� � I i ST�a * ` : ' _ � _ � / =111 III III IIII — — - - - - - - - - - - - - - - � � : � - - - - - - - - - 1 � :, � •. .;: : — MO . - . s: 4�'. � I •,'q�F' N: . � C`J�:` � � n � - - - - - - - - - - - - � & Newell m — � - - - - - - - - - - - - - - - - - - - - T N ` �101�-0'] - - - - - - . . . � IJ I ,•'p�C� C���"••`` � I I I I �1 m�e c �.... �s��a��ei�o c9,�-a� S � G O _ �4" = i'-o � ..� f�l �. Z � �� �. . � �. m � � �. ��� � �m I S� LO H R E R E S I D E N C E Revised/ 6/23/94 �b ti t, p � ld •� (�i � �°� LOT 25 , GLEN LYON 6 �0 - _� �, p. o. Boz 2587 Avon, C O 8 1 6 2 0 ° _ Z4 p �6 -G 28 -a ' WESTHAVEN CIRCLE /nLL 6��-�" 48 E . Beaver Creek Blvd . Suite 104 �A � L , COLORADO (303 ) 845 - 8117 � � ( 303 ) 845 -8829 FAX _ . � - - — � _ a _ . . . . _ v: i � . - � j. .. . •u le-y � � � ' ' . . . � . . . . . . . . . . . . , . . . '. , . . ' '�. . 1 . ' �� I t'. � ['_ � �1V. � .' ♦ L+. �7 . - P♦ . . . . . - I "� ; '�. . x . - • ' . .� . .�tiT�'• � �. . � � T.Y�Y � } �f . •_ , _ . - _ l �54! : ? �fi �.1, � � '_ . . � �Y . . . . . . . . . . . . . . r . . -� ir� . t ( � . ufr_ . 1 f . " �: �nf . �� � . ���.. � � . I1r ` . . � '1' . . � . . � ' p -l .• .^ �T � � 1 ll. . . . . - f1 . . . . . . . . . .' 1 I . � I 5' j . �` , }. . _ • � . . . � . . . , . . , 3f . . . r : : � 1 � . 'F .. ' ' . . ' ' � 6'- 3:. � h .i• P � i� y � ' _ �i . _ e , . . ' ' . � . � . ' . � i . . , . � . _ . ^' . . � ' " . . � . . � " ' ` ' . , y� ��� . 5 ���i S } r - r , ' , � 1 . . Ii 1 � �Tt � �� . � . . _�. � 1 ` . , 1 .. � �rL . . . . . I . . . . � . ' . . ' ' ' . _ . , F � � � � I i y, �a' i �� :1"y. � d4^•' ` . V . � . � k . . . t f r +�1'.` ' i' 1� ' , � � f �b� �, , P . . . . ' Y . . _ � � � ' . . . . . fi`� S " � _ .__ . . . . . . �.t�v� . � � . >f 's : :, .i . , .. � . . ��. ' 7. ■ � ' ��! �t5 ' . � .•� ' . �+ _ v . . ` ��� . ' .b : .� . l_+ . r i - . . . . . . . t . � � . . ti�. 1 • I .�ti!,'�I1 L� � • uS AT 12" O.G. - VE2TICAL � s�S AT 2'-O" O.C . H021ZONTAL ' � � � I/2" ISOLATION JOINT ' ' GLR_ . � �� SLAB-ON-GRADE - . STAIRS W/ a4 AT IG" O.C. EACH WAY (2)-�S � �S AT 2'-O" O_G. H021ZONTAL • �� � � ��� � � • a ' . a •. 000 b�� OI �I� III IIIII ERTGAL °� O.C. IIII I �2NEWAY �' L � L �� � ' 111�_b. Y = ���� T.O. SLae . IIII e � . Z s� � � . s (z)-.s " ' o � � � =111 a RE: PLAN 2X4 KEYWAY I� � BEAM I I �S AT 12' O.G. �JN g� � POCK� � � ' VE2TICAL � � � . � � � U � � I I SLAB-ON-G2ADE � � . . . � � � - m N I I 2E: SHEET SI � 9_ 1/2' V.L iv � I � IIII • � 111 = � \V- 6i 9 1/2' BGI/45 J I = — . . , — 6 � � I 6Q �n AT 16' O.G. � j - ��� ���� ��� ���� S� � N I � z —�+ �. 4. I � I I � (2)-2xto I � ioe'-u �/e' N � �- �� Sl.-AB-ON-G2AOE � T.O. PLYL.ID � � � � G T I O I I 1 \ 2E: SHEET Sl � i ^�� 9 AT/6' O C���j �/4" = I'-O" � LP OI�L_Y S7 � � 4)-9 1/2' V II I09'-P I > > ST .�F.P�R O I S� TOP OF GONC2ETE I ��V�_ N c� 1 � B � FRAME - �i� I I r r N� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � m Q ,� 2X6 AT 16' O.G. BEAM � � �� IOH�-9" OEO.RING WALL f- POCKET ��i� '� T.O. PLYWOO'D � � Q�� p..c^ P � 'Zt STEP � I PpG ET (2)- � 0� .I v� � KOi�X-Y. GOL I III= _ . �` A \Cv � U' �IG' V.L.. � ' � ��- � l2l/ � 5 �jf „�Q��/i��Q 107'-4" I F- S7 � �0�' �J" �-""� � OVER- 2x O.G. T.O. PL WG�D � . �" 1'P G �' � F2AME � x i2' ecV4s �o � ��v � � � S� � e ; AT 1�' O.C. �� S7 - - - - - - - - - - - - - - - - - - - - - - - - ` -0, . � — F �f � o�� � ,z = �G �- S7 = =11I — � � + =111 . � > ioa'-n �/a' ' .� i 4 iV TOP OF PLYWOOD G O�� � 12' 0GI/4S � � A ' C S6 � AT 12" O.C. v �� O I �S o 1�� � � \ �- H �'� � O 7 I S7 \ � S7 � , . a X .�-h�'�� � � . � `� � 3 � Gp p��' N � � t2�-2x,� � � � V � � 2 � � A I"I I N � fi � A N NOTES: ��4+ � � -� 1. 2EBAR G2AOE 60 2. CONG2ETE FC' _ '�000 iz' acV4s WOOD FRAM11�I6 1�IOTES= AT 12" O.G. f- SEE SHEET S� � � / HEIGHT A 0 G D E F G G Q � � G � � � 2'-O° 12" 8" 1'-O" 12" uS e 18' �5 e 18' �S a IB' +�S e 24' 1 4'-O" 1'-'�" 8" 2'-O" 12" �S • I5' a5 e ib' � • 15' ee5 e 24' J -1 � � G'-O" 1'-9" 8" 2'-9" 12" r6 • 12' �S e 18' xG e I2' ¢S e 24• � > J 0��. N > � B,_d� 2�_�° �O• �,_�" 12" s6 e 1(Y aS e I8' sG e 10" x5 0 15' 1 - � ' p � `` ���`�a!�e��ii . � �. S � GT ( Ol�l 2 �, �, �e ; ,,, • -h '���� �'•.''�= c4�-�r �.�. • F: Monroe & Newell . • ��� s�rrsoN �urF _ ' � ' � ? �/4° = r-o i. V' HANGE2 G :�... ,'S ���a_i �--�� � � m�e s. r..., a.r n��•u aw '�—'. P 0 Yvi IEV! ; �n .•^� ,, c . � ..m. �n�w.m e,� i N :,��',y�T�� : : F� ;:• , nt �m� a o-.m L� •`I� ����` IMO 1'lW f� 9tlY SO b ,,��.,�f •C J4,��� Gm�r . mlor.do lOO�t � „J„�""„ DaiC 5/19/94 Robeii L. AI'IIOId �' �� ' ra �m, �xom LO H R E R E SI D E N C E Revised 6/23/94 Architect, P.C . � LOT 25 , GLEN LYON � P. O. Boz 2587 Avon , CO 01820 �p ('� �' � 9 48 E . Beaver Creek Blvd . 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N� g I a.T��"o�c� � � s� i � ° G�� I ��i - �� , a �0 \� S6 4 I � � �� ��' � ���0�� GONG2ETE HAUNGH ��t��" �2} � �D � G 2E: FOUNDATION PLAN (SI) G . 6 � (3)-9 1/2" V.L. '�)-9 I/2° V.L. (9)-12" V.L. I I - - - - - - - - - - - - - - - 020'-6 S/8") �, (IZO'-!o 5/89+M C�20'-6 S/8") 7 � � �2 S� (z I • I / OG ET 6 q I SG � I ~ I � 7 � �, Ql) J S7 g7 I \ > I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V �9 W� STA12 i I - � "' N q I/2" BGI/4S �� I 4- I AT IG" O.G. � I BEAM pQ�K�T NQ N � POGKET SIMPSON HU �� I HANGE2 J � I I .. (2)-2XI2 � � � °� J � > � J - SIMPSON HL76 � S6 � > � . � > -.....,,,.. ., �� W/ �4)-'�/4'm X S' � STEP EAGH LEG � � - N � N � N AT �'/O.C� FLOOR S7 LAG-BOLTS � r � vv � � ^ N ' (2)-9 I/2" V L. " v � (2)-2X10 �)-2X0 (2)-9 1/2' V.L. � J 12° BGV�O . -j- �v �' > AT 12" O.G . � �, � � iv G � � � � �- 2 r +� - �, � . � .� �� � -a i/z" v.��i � .. 2.� � - (�� SwPSON GSMTi2 STRAP , �� ' y �,P' NTO FLOOR EACH SI�E 118'-O '�/H" ��p�p.G� A OF GOL. TYP. 2 PLACES T O. PLYWOOO' - t` 4X � a > ,�3f � / N nf N - � � " �'� ( s � � �G P� �,,,. 4x G zxa o.r f.�v z'-o� o.c. k . �h��2 p G �, _ ;. ' C NT2Y 200F ?t � o� . r � � z 9c � S4 j DU .. S� N S Ir1 • � � �� � ' � � � V � � � � i� Al"111�IC }� � A1�i U � _ N �1 � Q r � 1 /4" = I'-O" N � WOOD FRAM11�I6 f�IOTES= l. "V .L." INOICATES VE2SA -LAM BEAMS AS MANUFAGTU2ED _ BY BOISE GASCADE GOP02ATION. ALTE2NATES SHALL HAVE THE � J�'i SAME 02 G2EATE2 GAPAGITIES AS LISTED IN THE ST2I.JCTIJRAL GENE2AL NOTES. ' k � '/-� v� . 2. ❑ INDIGATES GOLUMN OOWN UNLESS INDIGATE� BY 'lJ' ONLY". G '�. � INDIGATES GOLUMN UP AND DOWN UNLESS IN BEA2S ON GO�' � f CONCRETE WALL OR FOOTING BELOW. � 4. ( ) II.C7ICATES TOP OF BEAM ELEVATION. >W / Ou ,� � � S. � INDIGATES TOP OF ST2UGTU2AL FLOOR SHEATHING O / / �� \ �\ � r � ELEVATION. �� /� m �9 r �1 J �\ S,q 6. HEADE2S SHP.LL BE ('�)-2 X 8 L1JL_ESS NOTED OTHE2WISE. J � � , �- I i j�1 �� Z GOLUMNS SNALL BE (�)-Z X � UNLESS NOTED OTHERWISE. �'� � � � NQ � � � N 1 � � 8. EXTE2102 WOOD GOLUMNS SHALL BE CONTIf.kJOL1S F20M FL002 � � Q. S7 12� BGI/60 � � 1 I � TO CEILING 02 FL002 TO 200F. TRIMME2S SHP.LL BE AOOEO ^ AT 12" O.C. � � � TO NOTED GOLUMN SIZES AS 2EQUIRED. � � � v1 ^ 9- �ii"/.777��JJjJTl7MJDIGATES INTE210R BEA2ING I.JALLS. FL002 JOIST � � � j � I � j 61 � � I���`�Tf L?SCATIONS SNALL LWE LP WITH STUpS BELOW. I � � � � � � � 10. EXTE2102 STUDS SHAI..L BE SPACEO 2'-O" O.C. F02 I.JALLS ,� S4 ` ,\ �f) N � � SH02TE2 THAN 10�-0' _ STUOS SHALL 6E SPAGEO t!�' O.G_ � � � � � / � F02 IJALLS SH02TE2 THAN 14'-O" AN� HIGHE2 THAN 10'-O� _ i / /� � r �t � � II. ALL BEAM/BEAM ANO BEAM/GOLUMN GONNEGTIONS SHALL 6E � / � / MADE WITH SIMPSON STEEL PLATE CONNEGT02S UNLESS NOTE� y � � � . . \ OTHER WISE. � .�unu.r, �, ( ��y ��' ,, AlD �M� '; m _ ,c ..• •; t. � -,y, a ;' 1 • E r,� . o - �Q ( = :'� ' '�:'- l�bnroe &�NeweIl � k �2+ k � � k �2� . . ' _ 4 - � � " ' �� '� 0DY l rm CYwk el.d . 9Jb ]DI � \ _ P O Bi I'Al `� ..� .. .� = Iwm. Co'N) DIPT)m � • N � � . • �` ' - �� ;�. I�I (!N) i1L�061 . ' 9� .N ,. ��� � `` � � �., F • ( �`tl � M!0 �-W 5, 9tl4 bo + �� � U^ C( j1; ���� � Dim�r . ColoM1e l020� � ' �1111 �111�P � �I 11] l]0!) $�OP21 = LO H R E R E S I D E N C E Date 5/19/94 Robert L. Arnold y LOT 25 , GLEN LYON Revised s�sis4 m� ��4 P . OhBozt2587 Avon, CO 81820 p WESTHAVEN CIRCLE � �'� 4B E. Beaver Creek Blvd. Suite � 04 ��� (303) 845 - 8117 �oo VAIL , COLORADO (303) 845 - 8829 FAX S3 . i � L ` �¢�, y � i � '� �iIC � �-�r �y������'. R1� ' • �� ' �C� �' 1�• �y.�-�a� • . � -AIYl � ` . " � �' : . . � ' . r . ' � . ��wc� _ . +! _ 3� Y � ",M1I ` �', r . ' L �] .'� -1 ' " . , . . l ' f � . . � . �, ' "•uf . . , , ' . . . .Y � • 1I t�I . il'Y �l4 '�a • .� r � } , . { . � r� � � � � � �� . �: '�r' � ��J � , '' . . _ ' �L�ti . . , ' a '' � '�T. r^='�`Y , : � _ �°. . . '�J.• , l?.. 1 � `.- r � ¢ . 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WALL ABOVE S 1/8 X 1S G.L. � (� `��...\ - � � - - - - - � � QU �'L � � � � - - � � " � �'�� 2X12 AT '� �� � � �� � � � � � � J N � 24° O.C. i� 2X12 AT i � -S � '1,1 r 24" O.G. C'�)-2X12 � � � C'S)-12° V.L. � �(3)-2XI0 N NN ` ��� U � Q � +� QU R Q � \ � � N � \ E0O AN�W/ S N m � - ;� Q u � �j X Q X SIMPSON pJ HANGE2S NO Q NN N � � G T I D I I 1 � Na > C2)-12" V.L. - X NN � XO X " / '�/4° = I'-O NN tV N N N �� f ON 'S/�G � �(1 ArNGE2 HU `� . �_, � � I2" BCl/4S PLYWOOD TYP. U AT 1G" O.C. �' � � )-2XH � X10 --2IDGE BEAM N \ (2)-2Xi0 �7 C2)-2X8 � . � . (9) 7 I/2� V.L. ' 2E: PLAN �- N `n O � � � � 200F SHEATHIN6 X 4 W N � ppEN � J X X 200F JOISTS ��� \9 �9 2E: PLAN I.J/ �\ % � �1 . N � Q EVA SIMPSON RJ HANGE2S ik C2)-12' BG/!e0 N 2 BLOGKIN6 � � \ AT 16' O.C. � S4 � FASGtA /� 6 � / 2E: A2GH. �' � i � X � I N � I � � 127'-1 '�/8" i T.O. PLYI,JOOD � i i i / i i � ' / X � N �v. � O . _—��-.... � ��. / j�/COLIX�N_� ('S)-16" M.L. G V.L. BEAM - SIfrPS A.G. Ov. ABOVE I.JINDOW {\ . ,, TYPICAL (i2��-o s/a") t 2E: PLAN v _ E ' � �, �-1 �.E�� � o�I ='�-•�- IS 4 x L� G � � �1 _ =u o a C�> - �ti � J S4 � � GT101`I 2 r X � � _ N IV � x /4' 1'—O I \ Q N � � 2XI2 AT � 2XI2 AT � � 24" O.G. v , 24° O.C. N x o � � V � � 4 A l�l D � O W fi� O O � F � A I"1 I 1�1 � i� � A l�l J�I EXTE��� STUD :r 0! WALL W/ SHEATHNG � ��,3�� _ ��-Q" %� . � WOOD FRAM11�I6 rIOT�S= G'(PG2ETE TOPPING � � I. "V.L." INDIGATES VE2SA -LAM BEAMS AS MANLFACTURED �FL002 SHEATHING � x z BY BOISE CASGAOE COP02ATION. ALTE2NATES SHALL HAVE THE FL002 JOISTS SAME 02 G2EATE2 GAPAGTIES AS LISTED IN THE ST2UGTURAL �RE: PLAN (3)-2XI2 (9)-2XI2 S4 GENE2AL NOTES. f � / X10 2.5. �ri, 6X10 2.S Z- ❑ IN�ICATES COLUMN pOI.JN UNLESS INOIGATED BY "LP ONLY". i " � 'I' �. � INDIGATES GOLUMN UP AND DOWN UNLESS IN BEA2S ON _ ! X12 AT i�' 2XI2 A GONGRETE WALL 02 FOOTING BELOW. :_ , ,.. ., , .__. , . . ..__ ._ : _:. �::: 2Xi AT �, ' O.G. 24, C L 24' O. 4. � ) I�ICATES TOP OF BEAM ELEVATION. � � raJ � (2)-j/4'm X 12' �, �� S. � INDtGATES TOP OF ST2UGTU2AL FLOOR SHEATHtNG � G �� LAG-BOLTS EACH (� ELEVATION. � '� �i VALLEY BEAt"� , � 6X R.S. � 12 R. . G. HEADE2S SHALL BE (9)-2 X B UNLESS NOTEO OTHE2WISE. '� J SNPSON HJ - - HANr�R, TYP. J � 7. GOLUMNS SHALL BE ('�)-2 X G UNLESS NOTE� OTHE2WISE. ,% j 6LOGKING --� "� � 2XI2 AT +-�� � 2X12 A N 8 TOTGE�NG ORD 002 TO 200F. BT2M�E2SJS�FiASLLROE A DEO V.L. BEAM I � - Z4" O.C. �'L 2Xi AT 24' O.G. � TO NOTEO COLUMN SIZES AS 2EQUI2ED. 2E: PLAN i 24" .G. �� r � r 9. �JDIGATES INTE210R BEA2ING I,JALLS. FLOOR JOIST � r 6XI0 2.5. (oXlO 2. � � ATIONS SHALL LINE LP WITH STLbS BELOW. 10. EXTE2102 STUDS SHALL BE SPACEO 2'-O'� O.G_ F02 I.�lALLS � � G T I O I I �J ('S)-2XI2 (3)-2X12 SH02TE2 THAN 10'-O' . STUDS SHALL BE SPAGED I�" O.G. �„�„ ���� F02 LJALLS SH02TE2 THAN 14'-O° AND HIGHE2 THAN 10�-0°. .•``��NALD ��'�., II. ALL BEAM/BEAM AND BEAM/GOLLJMN CONNEGTIONS SHALL BE -'�� � -` � ���, 'E �Eti � ���` ; 3/4" = i'-O 2X12 AT � � 24'�ZO G MAOE I,JITH SIM'SON STEEL PLATE CONJEGT02S IJNLESS NOTEO � � ` -`�'•� ��"= l�bnroe & Newell OTHE2WISE. � a �:� ��� � i. 24" O.G_ : , � J�--' �---' r o � �wr OU1! L Y�At l7wk �Ib . ]p1Y ]III � ( ) �v '� —t!o' V.L. •�,• .. r J!.;� \2,�,� � �.m. W�w�m e�Ro � OC � �. • G� �J .` �eeo nw � sm�. sso f�/1 1I� ,' ° " N L G� `i.G��• 1�l (nfl WG-aaM ,o %fF • • r�� _ Z � oi '�..,,F, u�n:�•�`� �... . �ia..ao e� `� 4 O w ��� v°�.�� x X Date 5/19/94 Robert L. Atnold ' � � LO H R E R E S I D E N C E Reviaed 6/23/94 �chitect, P. c . + oY � LOT 25 , GLEN LYON b :,A �,, p .o. soy 2587 noon , co e � szo ��° WESTHAVEN CIRCLE (303) 845v8117eek Blvd . Suite � 04 O1i VA � �. , COLORADO (303) 845 - 8829 FAX ��� S 4 I � . . ; _ - _ � [ y � li! � �} . L . . _ • �R . '!" 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I,. 1 . 4. J � . r r� l.� � . •i � /5� .S ' � I { �yl � � . - � � _ " � ' ' ' � I I I _ _ , . ' `,7 . . . . r � '�i���� �J�l �'r � • . . ` . . . '.� F _ _ � _ _ . _ . _ ' . .. . � . i. . . i . . : v. . . _ . . . I. i . . . �� �200F SHEATHING � 200F JOISTS 1Z / �2E: PLAN W/ � / SIMPSON IU HANGERS ' � � 6 � �!'I • p� �!'J- �. . . 200F OEAM `��'-�� . � 2E: SHEET S4 . _ . G T2 S xt �9 G (2)-12" v.� . z N �� V 2X12 AT ' OL C� > � � � 2A' O.G. �_ v O , � ,Pv � / + N �. � N �' �F � G.L. 210GE 6EAM \ � � Q - . �,. 2E: PLAN � � m � � � �� 0 x W �o��e o��i N I � � � � ~ 210GE l� - � (2}-2X12 FLUSH � � G I I O I I 1 N . � XF � � OVE2F2AME } '�/4" _ ��-O � Na 2X12 AT � � � 24' O.C. � � ( -2XI0 _ l7 � � Q - _ U _ �� � � J 2 G AT SS � <��' � �2�� �9J �2 O.G. XQ � N �'�L� 3 iz Q N C2)-2XI0 � NQ OLOGKING �\\ 6 � � = 200F SHEATHING �� \ � J� FASCIA � � - J 2E: A2CH. i � � � 200F JOISTS � 2E: PLAN W/ /� B12DSMOUTH GUT i AT EVE ONLY I / z. I EXTE2102 STUD WALL —J �- W/ SHEATHING x �0�. � (2)-2X10 ,fi � � Ufifi� fi� � fi� fi� 00 � � }� AI"Ill�l � i� � Al�l N � o x x � � � „4„ _ ,�-o� S � G T I O l�l 2 ROOF FRAMII`16 1`iOTES= OVE2F2AME CHIMNEY 3/4" = i'-O ON LPPE2 200F AND 1. ❑ INDICATES GOLUMN OOWN IJNLESS INpIGATE� BY "UP ONLY". LIViNG ROOM ROOF. 2. ( ) INOIGATES TOP OF BEAM ELEVATION. �. HEAOE2S SHALL BE ('�)-2 X b IJNLESS NOTED OTHE2WISE. 4. COLUMNS SHALL 0E (�)-2 X G UNLESS NOTEO OTHERWISE. �/8' X 6ENT STEEL S. EXTE2102 WOOO GOLIJ`�1NS SHALL BE GONTINUOUS F20M FL002 PLATE EACH SIDE TO 200F. T21MME2S SHALL BE ADDEO TO � -'li - NOTED GOLUMN SIZES AS REQU�EO. (G)-1" d TH2L.1-BOLTS� 6. �jj�7��jj7JJjj/J INDIGATES INTE2102 BEA2CJG WALLS. ,10IST / �G C�GATIONS SHALL L1NE l.P WITN STUpS BELOW. j � \ (4)-1" �D THRU-BOLTS 7. EXTE2102 STLIOS SHALL BE SPAGED 2 ' -O" O.G F02 I.JALLS � ``- � - � 1 (TOTAL = H) SH02TE2 THAN 10'-O' _ STUOS SHALL BE SPAGEP i�" O.G. BLOCKING � 2 ` � 9 FOR LJALLS SH02TEI2 THAN 14'-O'� AND HIGHE2 THAN 10'-O". 6 � � � � GLU-LAM 21�GE 8. ALL 6EAM/BEAM AN� BEAM/GOLUMN GONNECTIONS SHALL BE 200F SHEATHING BEAM RE: PLAN MAOE WITH SINPSON STEEL PLATE GONNECT02S LJNLESS NOTED -� �Z r. OTHE2WISE. FASGA --- \ 9. INDICATES OVE2FRAMWG. OVE2F2AMING SHALL BE MADE I..IITH 2E: ARGH j 8 '�/4' X 10 V2" G.L. �' ZX4 AT Z'-O" O.G.. STUD WALLS PE2PENDICULA2 TO 200F JOISTS BELOW. T2USS MEMBER IN 6 ROOF JOISTS JOIST SPACE � � � j/ RE: PLAN I,J/ 1/2" X 8" X I'-10" / ;� B12DSMOUTH CUT , , � � ��:nr�'y/�'' � P2EFA� . 200F T2USS NOTES= a, r eve o�Y � 'o � '''�• STEEL PLATE W/ �-� �'i' =,y L P2EFA02CIATED 200F T2USS LOADS: I/4" X 4" X 20° KE2FE0 " IE�'•�':' 2 BOLTS X 6" LAG LIVE LOADS AT TOP CH02D = 80 #/FT STEEL PLATE W/ � � I .c�: �p � DEA� LOADS AT TOP CH020 = �O �/FT (4)-i/2"d TH2U-�OLTS '� �' _ (p DEAD LOADS AT BOTTOM CH020 = S �/FT y . � _ WELD riJT AFTE2 (o � WIND LOAOS SEE ST2UGTU2AL GENERAL NOTES G.L. BEAM �,� ' WSTALLATION (c ST2ESS kJC2EASES 02 LOAD 2EDUGTIONS A2E NOT PE2MITTED. d� 2E: PLAN '��j•:qr. ���,• b, � �, � � � i "r'�:°. �:�L� ,' pv : ` � 2. SHOP D2AI.JINGS SHALL BE SLPPLIE� BY MANLFACTU2ER ANO 6J00� GOLIJMN %, c� �� �•�• • ;�iZ' .�`� �� � � REVIEWED BY CONT2ACTOR, ARGHITECT, ANO ST2UCTlJ2AL ENGWEE2. ' 2E: PLAN ''�. ���L�".�`� � \ , '�iinnu�u• � '�. THE T2USS MAh1l�ACTU2ER SHALL OESIGN AND SHOW ON SHOP ' \ D2AWINGS ALL T2USS TO T21JSS CONNE.CTIONS. � � G T I O � � � � 4. SIMPSON HD2.S GLIP ANGLES SHALL BE INSTALLED AT ALL TU2N BUGKLE N�TE: EXTE2102 WALL TRLJSS BEA2ING LOGATIONS. �/4„ - � -� I1�nroe & Newell � CONT2ACT02 SHALL P20VIpE / SHOP O2AWkJGS F02 ALL �,� ��� � WO00 OEAM T2USS GONNEGTIONS PRI02 _ �����-�"�� v.o. ae= �w: 2E: PLAN � � �/Z" d STEEL TO TRUSS ASSEMBLY. - " � KE2FEO STEEL TENSION 200 m�e � r.... or oi.a. , sw� 30, � PLATE GONNEGTION ��' �idoo,o°.�'„-�� ,� 2E: SECTION '�/SS � }�0°1 °iP'0°' �— �eeo nw n . aa u �eo m WOOD COLUMN um.a, mi emoz � ���s� �� 2E: PLAN LOHRE RESIDENCE Date 5/19/94 Robert L. Arnold � Revised 6/23/94 �'chitect, P. C . I T � UcJ" �J X � LOT 25 , GLEN LYON g�o�94 P. o sog 2587 aoon, co e � szo g 1 48 E. Beaver Creek Blvd . Suite 104 m; �,, ,i2• _ ,�� WESTHAVEN CIRCLE 9�LL (303) 845 - 8117 � VA � L , COLORADO (303) 845 - 8829 FAX SS UOD (2)-10 GAUGE ORNEWAY (2)-10 GAUGE EXTE2102 STLJD SG2EWS AT EXTE2102 STUD SC2EWS AT WA�L 4" O.G. THRU WALL 4" O.G. T'H2U SHEATHING '��-� SHEATNMJG 2E: PLAN F1.00R SHEATHING �5 AT 2'-!Y X � FL002 SHEATHING FL002 SHEATHING Z X f:ppEO N W/ WATE2P2001=MG �.p02 SHEATHNJG Z X RpP�� (T2EATE0) LJ/ (T2EATE0) 6J/ I/2� m X 10" � DEGK JOIS7S 1/2° d X 10" ANGHOR 60�-TS , `�� 2E: PLAN FL002 JOISTS ANGH02 60LT`� AT 1'--O" O.G. . c W/ SR`?'SON �T EXT��p(Z �jTUp RE: PLAN � AT I'-D° O.G. =III - a � 8 e a •° Noa° e° 4 NANGE2S WALL W� SHEATHNG o a STONE PAVERS 2� �-�p,TEO W/ (Z)-� GONTI °r- _ 2X� T2EP.TED W/ I/2 N X id' A.B. �2)-� � AT 2'-CY � I/2 m X id' A.B. AT 2'-O" O.G. AT 2'-O° O.G. (4)-aS GRAVEL BASB �4�-� - =III - =III 2 X 4 KEYWAY � ET P-D" O.G. (4)-� - ' _ _III aLOGKw� =�II =III u� AT 2'-a' X =III . • FLp02 SHEATHING . FL002 JOISTS LEGS FL002 JOISTS RE: PLAN W/ � I ALTE2NATE . . 2E= PLAN W/ SIf�PSON IT N � FiIpES III 111= SIMPSON IT HANGE2S - �j HANGERS �° . ' � _ . �--- � A7 18" O.G b ���� ���� VE2TIGAL � t� - (2)-� GO�INUOUS � � NORIZONTAL . 12" AT -' SIMLAR = III IIII SECTION � . 2E: PL.AN ' . .. p RE�PLA�OISTS � S � GTIOI`I 1 2�SEGTION S/SG � AT 12' �/4" = i'-O �S A7 12° H021ZONTAL . H021ZONTAL � �S AT 12' O.G. EXTE2102 STUO WALL � AT 2�-O' O.G. NORIZONTAL ��.� . . � W/ SHEATNRJG HORIZONTAL • � s� AT 1l0' O.C. ' NS AT 12" O.G. 2 X GONT. W/ I/2" m �� Z 4" SLAB-ON-GRADE � AT 12' O.G. ----�� , VE2TIGAL #S AT 12" O.G. VE2TICAL X 10" ANGHOR BOL-t j ON 4" G2AVEL OASE VE2TIGAL � VE2TIGAL (EXTEND AT '�'-O° 2'-�" INTO � I 1/2" CL2 . Id' WALL (2)-#S GONTINUOUS OWC I I/2' GL2. • . I . = cIII a.���.����� � , _��� � °C%° °C�o°s�`�o° po O�O°OOvO°•000QOO� , 1/2" ISOLATION JO�NT � • � . • t/2" ISOLATION JOINT IIII � 1 � � 4" SLAO-ON-G2AOE ' IIII \ I{2�� ISOLATION 4" ZLA6-ON-GRAOE N W/ W.WF. Or1 4' .�OINT Al • . .. W/ W.WF. ON 4" �. aS AT 18" O.G. G2AVEL BASE bI aS AT 12" O.C. �i �y � AT 12' O.G. G2AVEL 6ASE rS AT 12' O.G. 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S � GTI01`I 2 � � � � I O I A =��� 2E: PLAN '�/4" = I'-O S � G I O 1`I 1 O lJ -III QE: �AN �/4' = 1'-O �,4� = ,�-o S � GTION 4 5 � G T I O i`I F� �,4�� � ,�—o 9/4" = I'-O FL002 SHEATNING EXTE210R STUO FL002 SHEATHMG PLOOR JOISTS WALL W/ SHEATHING FLOOR JOISTS EXTE2l02 STUD 2E: PLAN 2 X g T2EATE0 1..1/ 1/2" m EXTE2l02 `S'fIJD �E` p�"'P'N WALL W/ SHEATHING X 10" ANGHOR 60L-T AT WALL W/ `�HEATHING W/ SIM'SON IT ��^� O.G. �4)-� HANGE2S ZXg T2EATE0 W/� 2X12 T2EATE0 W/ 1/2"m X lU� A.B. OLOGKING EXT. STUO WALL . �/2�m X Id A.O. AT 2�-O" O.G. � � W/ SHEATHING AT 2'-O" O.G �� � � FL002 SHEATHING [ �S AT 2'--O" O.G. b -III • � 4" SLAB-ON-GRA�E N (4)_� _ ' W/ W.WF- 2 X 4 KEYWAY (4)-� - 'I _ _III � OR ZO�A C � -��� _'�" ., =111 • o =111 : �s P.-r io" o.c. - - ��� z x c�r. rz�a.reo -� i� � -_-.� 4 , � VE2TIGAL W/ I/2 d � X 10 � i O ' �lOo 'o' °o'. Oo o� . -- _ � a - A.B. AT '� -O" \ - 1, . , aS AT 18' O.C. p *S AT 18' O.G. ' , � VERTIGAL E FLO 2 �OISTS (2)-u� GON'f. ' VERTIGAL E / 2E= PLA (EX"fEND 2'-G� PAST H021ZONTAL ` � �,.�ALL S'fEPS) ' H02120NTAL � (2�2X8 TREATED L.EDC�R . . . � • . NAILED ANO GLUEO W/ a5 0 16" O.G• H02. - (2�-20WS IDd NAILS AT • !o O.G. W/ '�/'�" � X G,� • EXp. A. AT 12" O.G. - I � +e5 e 18" O.G. VE2T. � � � ������ � �S AT 16� O.G. N021ZONTAL aS AT 16" O.G v/��L1 VERTIGAL aS AT 2'-O" O.G. IIIIIII � 1 aS AT 2'-O" O•G• N021ZONTAL 7 HORIZONTAL � 1 a� AT 12" O.C. ----� , � � rS AT 12' O.G. , � VERTIGAL � MATGH VE2TICAL � VE2TIGAL � � /z, C�Q 2EIt�F02GEMENT � ' . I I/Z° GLR. • �---I/2� IZOLATIDN JOINT . �" �- 1/2' ISOLATIO�J .XJM�T p� MATGH � I I/2° GL2 . ' 4' SL.AB-ON-GRf*DE ON I I/2" CL2. � .' . 4 ��_�_�A� VE2TIGAL 2EII�F. 4" G2AVEL BASE - 2 X 4 KEYWAY Or1 LEGS ALT.SIOES � - . , 4" G2AVEL BASE p1 , L , . . � 1I2� ISOLATION JOINT �`1 ��������' J � ,,,P�ne �n�q��,i . . 1/2" �SOLATION JOINT � . . ��� ����� _ �° � ' + , ,• �� , A4�%;'.. • b i . -�_ — • — . • `' � R '•. ?` % ' 4" gLAB-�-G2ADE s ' . ' o o :Oo : O'�000 •, po 0 00 ` � • ' 4' SLAO-ON-G2ADE '� W/ W_W.F. ON 4" IIII • 4 ' I • :�' • 1/2' ISOLATION JONT � W/ W.W F. ON 4" _ •. , • o o :Oo : O�o°o •, po a oo . _ • 12� � AT 12" O.G. � G2AVEL OA�iE =III _ IIII . �2� �S AT 12� O.C. GRAVEL BASE IIII b . � ° � 2 X 4 KEYWAY � 2X4 KEY WA Y � - ' - . f 4" G2A��AB-�BA�E 2X4 KEYWAY � � • - ;� . • • wS AT 18' O.C. , � . IIII ��--- ��)-�' 2 X 4 KEYWAY ' � 1` o . • . � � ' ���������� ���������� _ T _ �. «s AT ia' O.G. -III =III ' �` «s AT �z" O.C. _III IIII =III RE• P�AN �''� ' ' ��'" �`O ` r.��'������� � AT 12' O.G. . . ' 000 :Oo : O'�'QOO �. Oa o 0o RE: PLAN � C2)-7� GONTINUOUS �'����� �i �.�"� : O'� o a IIII ' • • • • �� : o� . ' �� •• �� � �� � — Nevvell _ • oo :oo :o�000 .. �0000 � IIII �IlI'Oe & _ _ . . ���� : , , . � . S � GTIOI`1 � �.. � ° S � GTIOI�I 5 Po �„�, O ���� � �P�)—�►5 _ l � . • _ ! • . - _ . � � . . I • ���_ ^ ���� � . . � . ' _ '�/4' = awe �. w... a.t w.a . s,iu ao� �.__ ���� . . � — _ �.m. ��o..m e�em _=1111 G . � ' � ' . ' . � III = �/4" I'-o .., 4�1 � � = r-o _��� ���� _��� ��� ���� _��� ���� I _O' 4��� ���� �eeo mm � wa xo _ =III IIII �'� am �xsa� 4 RE: PLAN ��_0, q, 3� —O�� r� �sm{ s�.aa� � 3 � LO H R E R E S i D E N C E Date 5/19/94 Robert L. Arnold N Architect, P. C . n � � � � IO � � � U � � ` -- � " 2 � 4 P .O. Boz 2587 AvoII, CO 81820 � �j G IOI�I �I LOT 25 , GLEN LYON 1 � � � G T I O 1`1 11 "� � � 4B E Beaver Creek Blvd . Suite 104 �, �i4• = r-o WESTHAVEN CIRCLE 303) 045- 8117 S 6 � �/4' _ �'-O �/4° � �'-O �303) B45 - 9829 FAX VAIL , COLORADO d; m �b: uoo ,�:- - -_� �-� . r. . . . •- -, r- .T- . . -_- -�. `- - --- - - - - - -. - --- -� « - - . - - - - - - - - --- __ . �-- _ _ __ - ---- . - -- --�.- _ _ . .. - - - - , , EXT. STUp I,JALL W/ SHEATHkJG \ 2 X CONT. TREATED W/ 1/2" m X 10" � (2)-�S CONT, A.O. AT �'-O" GYPGRETE TOPPMJG /� � e 18" O.G. H02. ♦ EXT. STII� WP.LL � FLOOR SNE.P.TFpJr _ I , : ,_; tFS • 18° O.G. VE2T. W/ SFEATF�JG STOI-E PAVERS FLOOR JOISTS 4" GONC. SLAB-ON-G2ADE IIIIII �. �� RE: PLAN W/ W.WF. ON 4" G2AVEL BASE W/ SNPSON U DECK SHEATHNG W/ HANGERS WATERP200FNG <I)-»h =I I I ° I/2� ISOLATION JOkJT GENERAL NOTES ASTM A500, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND �E ; �S AT 2'-O" � MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. ;� Q�,� MATGH VERT. REIt.�. � ^ p• �qB_p,�_�� p�,� 1 � � LOADS USED Ify DESIGN: � � � LEGS ALT.SIOES �� � � � � 4" G2AVEL BASE B STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ____ __ �I o A. ROOF 80 PSF WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION ." V� �F-% � �^ L . �/'� po°?O`bopvaooOoQ N �" \ � . �.r��� ��� ���' B. TYPICAL FLOOR 40 PSF C. UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS �������'�--�' IIII 11 = �. � •• ' oo:OA : O'� o . ° a WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH pa, o 0 o QO - III IIII o ; o o ,opo • �o ° a° C . EXTERIOR DECKS lOD PSF SPLICE TO SUPPORT 60% TNE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN �� ���� � a =III IIII BEAM AND SPAN = 111 IIII = � D. WIND / � VL. BEAM � EXT. OEGIC ,JOISTS R� p�qN ° 1 . BASIC WIND SPEED BO MPH D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT �ESS THAN 3/ 16" CONTINUOUS 26 PLAN W/ ShPSOrJ � 2. EXPOSURE C FILIET UNLESS OTHERWISE NOTED � ��RS � -�� — � 2 X 4 KEYWAY °III III � E. EARTHQUAKE ZONE I E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING 2E: PLAN� \� �z�-s�S COtJTiNUOUS SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS D1 . 1 S � G T I O I I I ✓ � G T I O I I � ✓ � G T I O I I 1 2. NON-STRUCTURALELEMENTS' 7. NON-SHRINK GROUT A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC ATTACHED TO �/4" = I'-O �/4" _ �'-O �/4" = i'-O AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS- DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. t . BETWEEN STEEL COLUMN BASES AND FOOTINGS n 3. FOUNDATIONS: g. WOOD; / , EXTE2i02 STUD WALL V / � W/ SHEATHING 2 X CONT. W/ I/2" d � • �"� Z 4" SLAB—ON—G2A�E X 10" ANGHOR BOLT A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF . A. ALL FRAMWG AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , LARCH, n � � ON 4" G2AVEL_ BASE THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING GYPCRETE ToPPING V AT �'-O" � THE FOUNDATION EXCAVATION . SO�LS ENGINEER SHALL VERIFY IN WRITING TO UNIFORM BUILDING CODE AS FOLLOWS ExT. STLn WALL (2)-�S CONTiNUOUS W/ S�EATHNG THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED . FLOOR SHEATI-i.IG — � 2" THICK - 4" WIDE STUD fb = B00 psi STOnE PAVE2S 8. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING 2" THICK - 6" & WIDER NO 2 fb = 1250 psi FLOOft JOISTS � GYPGRETE TOPPING = =III ����� ���� ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 3" THICK - 6" & WIDER NO . 1 fb = 1350 pSi RE: PLP,N pEGK SHEATFIIJC � =III p°ooppp°o�pp°o�Oppo�p CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF NOTED ALLOWABLE STRESSES ARE MINIMUMS AND F�R NONREPETITIVE W� ShPSON U W/ WP,TERPROOFNG = FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE USES PRIOR TO ALLOWABLE STRESS WCREASES HANC�2S FLOOR SNEATNr1G oeuc .io�sTS IIII �� RE: PLP,N IIII ��Z� �SOLATION C . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED, NATURAL SOIL B. PROVIDE i X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD �OINT OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) STANDARD PROCTOR FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . IF SOFT UBC SCHEDULE UNLESS OTHERWISE NOTED. � � »6 e 18" H02iZONTAL � III IIII SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED " FILL (RE SOIL REPORT FOR DESCR�PTION OF BEARING SOIL.) C . LAMINATED BEAMS � 2 X 4 KEYWAY 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR � � � (TYPIGAL) D. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS UNTIL CONCRETE SLAB LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH % � � �� IIII i / FLOORS AND FR,4MED F�OORS ARE IN PLACE . WCLIB. ALL SIZES SHOWN ARE NET aS AT 18" vE2TIGAL _ FLOOR JOISTS 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD- VL. BEAM �' \\ RE: PLAN ' E . CENTER ALL FOOTINGS UNDER WALlS, COLUMNS OR GRID ANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB- vL. BEAM 2E: PLAN �"�� �"�B s�� (III LINES UNLESS OTHERWISE NOTED ON PLANS. RICATION OF STRUCTURAL GLUE LAMINATED TIMBER, IATEST EDITION R� P�� \ e SIJPPORTS =III , °' AS PUB�ISHED BY AITC . � C2)-aS CONTINIJOUS SNPSON U MATCH VE2T, 2EINF.—'��� _ F . CONTRACTOR TO PROVIDE , AT HIS EXPENSE, FIELO DENSITY TESTS ON 3 PROVIDE UNITS CONFORMING TO AITC 117, 22FV8 , D F . FOR CONTINUOUS HAIJGERS L .EGS A�TE2r�ATE °IIII COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE A MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. SiDES MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE AND SLAB-ON-GRADE . CLEARLY STAMPED ON EACH MEMBER ✓ � G T I O I I 1 O ✓ � G T I O I I � � J � G T I O I I � G . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI- �" TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. D. PLYWOOD DECK AND/OR WAFERBOARD �/4" = i'-p �/a" = i'-p 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWWG . APPLICATION 4 CONCRETE : SHA�L BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOODASSOCIATION . zx TREATED W/ V2' d � ExT. FOUND. WALL � A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND i x 10' AB. e 2'-O' O.C. � CEMENT, STONE AGGREGATE AND SHALL OEVELOP 3000 PSI COMPRESSIVE 2. EF+CH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF GrPG2ETE ToPPwG � i` F���� 4/S� � STRENGTH IN 28 DAYS. THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U . 5 PRODUCTS STANDARD P51 , LATEST EDITION FOR PLYWOOD. ALL I/2' ISO. JONJT \ PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO F�OOR SNEATHNG � � •, ` / B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc� 5 33 f'c ExT. STLX� Wo�LL THE WEATHER SHALL BE OF THE EXTERIOR TYPE . /% 1�1� S�EA7HNG a' S.O.G. W/ W.WF. � (OR 57 ,000 f'c NORMAL WEIGHT CONCRETE) . 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING NAILED AT 4" O. C - iME�� ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS — � GYPCRETE TOPPING � \ BEA2NG C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. 4. FOR ROOF USE 5/8" (4D/20 SPAN RAT�NG) EXPOSURE I SHEAT�ING NAILED AT 4" � SETIP 6'�P,L-1- JOINTS SHALL BE SPACED 15 FEET AND CUT 1 " DEEP X 1 /6" WIDE. CARRY ALL � O C ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIAT SUPPORTS FL002 SHEATHNG SLAB REINFORCEMENT THROUGH JOINT. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I SHEATHING � � � � ' NAILED AT 6" O C ALONG PANEL EDGES. � ' D SLABS, TOPPING , FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN 6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS FLOOR �OiSTS � Z � - x 5 A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD i - RE: PLAN c' ° °°oo• WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS i � o; opo . o . �- POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS STAGGERED N r n t� UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOWTS SHALL BE AS IIII = IIII1---��I � of 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS. TONGUE AND Zx BEp,RNG WALL -111I- 1111= 111 � DETAILED OR AS REVIEWED BY THE ENGINEER . GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. � E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN E. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS ' � • � ACCORDANCE WITH ACI BUI�DING CODE 316-83 UNLESS NOTED OTHERWISE AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION . � ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1l2 INCH CHAMFER. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . WEB BLOCKING AND i � Z � _ � 5 �-' ' oo • � � O.�oq°oo � � � ' � ��! - USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED. BRIDGING TO BE AS RE�UIRED BY THE JOIST MANUFACTURER . STL BEAM % ;' I IIII �III — III�—IIII =III� III ! V.L. BEAM �E' p�� �"�� _ =IIII=III =IIII - IIII =III — — ��� — 2' 70P P �� �� -���� -���� °�� �� °� �� � 5. REINFORCEMENT: 2E: pt_.ani � � FLOOR �o�STS � F. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE ( I/2' PLY. + 2x ) RE: PLAN W/ � NOTED ON STRUCTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNEO TO FULFILL W/ i/2' m BOl_TS I ��EB STFP. A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS SHOP DRAWINGS � z -� �'C' li l� � - ' ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER . I - SHALL BE DEFORMED BARS, ASTM DESIGNATION A615 . GRADE 40 H. VERSA-LAM MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED Fb = 2600 PSI , E = 2,00O,OOD PSI , F� = 750 PSI , F� = 285 PSI � � G T I O I I 11 � � V T I O I I / .../ � G T I O I I � ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . C . REINF�RCEMENT PROTECTION: 9 � ��`+�� _ ��-� '�/4" = f-O �/4" = 1'-O � 1 . CONCRETE POURED AGAINST EARTH 3" A . ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS t��'-� 2 . CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" — /� 3. COLUMNS AND BEAMS (TIE BARS) 1 - 1 /2" V t 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" B VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH MECHANICAL AND STOI.IE GAP �— WO00 COL. ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES , LINTELS . AND � � �E' P� AT POST NJ WALL WOOD POST REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. STONE I.JALL: G20UT � 2E: PLAN D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR � /� INSTALL FLANGES CENTER SOLIDLY W/ ,— STOf�E PAVE2S OF 6ASE TO FIT j � AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES, WHERE PERMITTED , aS X S'-O" AT 12" O.G. � itil WALL. C . PROVIDE ASPHALTIC MASTIGCOATING ON ALL STEEL AND WOOD EXPOSED TO THE � � ! SHALI BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE EqRTH tt��11 i 2x8 TREATEO LEDGE2 � FLOOR SHEATHr-�G � SIf�SON LCB ALL BARS CONTINUOUS AROUND CORNERS. � �' / W/ �/4" m X 4" EXPANSIOrJ / � 4 �TE2 PROOFNG � POST OASE ANCH02 AT I�" O.C. SHM AS REQ'O. % % RE' ��' D. WATERPROOFING, VAPOR BARRIERS , WATERSTOP, ETC. , SHALL BE AS SHOWN / � E. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL ROLL.EO -- STONE PAVE2S ' � / - 2E: PLAN x ,�• , ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS L HX4X�/8 W/ a � / � GoNCRETE SLAB7 � / EACH WAY �1� OPENWGS IN CONCRETE WALLS, SLABS, AND BEAMS . ALSO PROVIDE TWO 3/4" � X G" EXP\� ' ( 2 ) - j/4' Q X iCY' � ON GRADE �� ! Q� o�>„ #5 X 4'-0 DIAGONALLY AT EACH CORNER ANGH02S AT LAG-BOLTS � �' 2E: P� AN � � E . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD Z�_�� � C \ •�� � F . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE ARCHITECTURAL DRAWINGS \ \ � � I..I.W.F. , / � 2E: PLAN SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS . ` � � � \. \ _ 4" __�__ � � 1 __ _�_ � G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- � + � TIONS SHOWN ON THE PLANS . ALL REWFORCEMENT TO BE HELD SECURELY c� \ �^ � � � � _ � ` • ' , IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77. 2E: A2CH. � • • � - OECK SHEATHING � — 6. STRUCTURAL STEEL: - \_ a. ; + r, � �"a., 'rd W A TE2PROOFING �n���"�� -I I II RE: A2GH. \ FLOOR JOtSTS �` 0 � "� � �� '� A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPEGFICATIONS A36 EXCEPT \ 2E: pLqN �`� a �,�� � ,;;, 6" 2E: P�AN 6" �\ PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO - ENT2Y pEGic �OISTS ` v.L. OEAM �` �• ��� ' '�^c` • `� = 2E: PLAN W/ SIMPSON SI'�PSON IJ -- - -- � • : � �� IU HANGER_S HANCfRS RE: PLAN � � . } 4" G2AVEL BASE — f,�)—�S � � G T I O I I � �'y � .. /� � k� � L.� G T I O I � � RE: PLAN '� TOP AND �-- a� TIES AT 12° O.C . . o�, � � ', . � � BOTTOM �� j'„ v� ,.:': O ;� � n _ ^, .� . .• _ N ' % / . ,� . � ,.�\� .�0 � 11�nroe & Newell n �,4�. _ ,._o . :;; � , � : ,.,, .::, : �,4., _ ,._o n �••. �. ��-.,;� ����..��� _ � � �, � „� � �y,� S � G �' 10 � '� 'Z U LOHRE RESIDENCE Da te 5 i i a i e a Robert L. Arnold u� nm. ta�a..c e�eao � � Z�� _ c}- ArChltect. P . C . � EV I ` ✓ � �c - p ,0. Bos 2587 Avon , CO 81620 �7 �.o--:�, ��4�� = r-o WESTHAVEN CIRCOLE � r:ee a "I �9p9 °ipJ06' � 48 E . Beaver Creek Blvd . Suite 104 INO ITW 3� . 9u14 1E0 ro� �..�. a�,,,,d, amoz . �='\ � \__ ( 303 845 - 8117 �tl� .� 5�1 � - " �- - " VAIL , COLORADO ( 303; 845 -8829 FAX S7 !04 U00 , ,_ .- ' : . . ,. ' - . .. . . . . . . . . . . . ._ . - . . �, . . . _. �- . . . .. �., . _ .o . . , . . . . . . }� . , � . � . . . y �.g�. yg ■� �7�p�� . . . . . _ . . - _ , � . - �AP�r�� � , . � . . , . _ ` _ _ ' .'i.•?�ii����' ' �S'7�~'i�'r .� i�+'.°vw�F��"��.�� � . . . . � -. � � �.`f �, p`.§.,�� . � - . ` ` . � ` . . _ . . i ` _ , � . . � . . . . � � _ . - . . . . - � - +�• p• 4 _ . _ - _ _ - f ' ' 1 ' i " ,� ' � .� -.�� : :� `� . " � 4 � . i� " .. r .. �.a �� . ,S.o � q j � . - - - - - - - - - - - - - � - - - - - - - - — — - - - - - - - - - —^ �� __— Nk�' � _ S 1 Y` . � 4. 'e K' � � � . — .� r � FiOT WATER � ON � `� 0 SYSTEM. 11 /4• O � ",� � o�i0 ' m O � � I U � "� O � h 705PA � � � U � N j� 3/4" i ^ � U � � � � � � /4• n 1 HOT WATER � — '�� HI LIMIT t " ` o >i � —�+• CO�D WATER TO SYSTEM. � 3�4 " COLD WATER � � SHUTS OFF PUMP � � O � � " �_ --_� ABOVE 110F BALA NCE TO 7.5 GPM � � O � � ,c SUPPLY ' Hw$ HWR O m � o � � � ,. I Og � � o ` "� � � � HOT WATER CIRC. I — a � a x � Q — — — HEAT EXCHANGER � � � � U q� � 4� oi ` � � CAkETAKER NOT WATER GENERATOR FROM SPA ' � •' I � Oo y p o c I I PI P E R ELI E F VAL V E � � m a� '� p P i P E R E L I E F V A L V E � TO FLOOR DRa.iN. � I U TO FLOOR DRAIN. I O O O lIM1T SET SPA HEAT EXCHANGER DIAGRAM j c � � AT 106'F NG SCA� E i � � Q CONTINUOUS � � -.�, AOUASTAT STARTS SYSTEM PUMP ANp OPERATION O OUASTAT STARTS PU6rP � � O � BOiLER CONTROL. 0 �-- AND BOILER CONTROL � J $UPPORT FROM � O lALANCE �— �OOR� GRILLES , REGISTERS , DI � FUSERS : TUTTLE & BAILEY" � � c, 0 4.D GPM _ � MODE� FACE SIZE NECK SIZE MATERIAL OBD CFM RANGE � � i SA7 . 411 1 1/4 � 15 1/4 6xi4 STEEL NO 200 - 300 � . C J � M A I N H O U S E D O M E S T I C H O T W A T E R D I A G R A M C A R E T A K E R D O M E S T I C H O T W A T E R D I A G R A M RA, A �a 34X, o 3oX6 ALUMINUM No 350 - 80o y � � , NO SCALE NO SCAI.E EA1 A70 34x10 30x6 ALIMINUA� NO 350 - 800 . HART & COOLEY MECHANICAL EQUIPMENT SCHEDULE , � � @QIy�i3,'WE�L McLAIN', GV-6, 175,000 BTUH (S.L) INPUT, t53,000 BTUH (S.L.) OUTPUT, MAIN HOUSE, (3 REQ'D) SET BOILER 18� ABOVE F.F. OF GARAGE. INSTALL BOILERS � W1TH HIGH ALTITUDE KITS (3 REQ'D). BAIANCE TO 30. 6 GPM @QI�I�, 'WEIL McLAIN', GV- 4, 105,000 B7UH (S.L) INPUT, 92,000 (S.L.) OUiPUT, � O CARETAKER UNIT, (1 REQ�D), SET 801LER 18' ABOVE F.f OF GARAGE INSTALL j 2. 2" BOILER CONTROL BOI�ER WITH HIGH ALTITUDE KI7. � STAGED FIRE, I.FAD/lAG O MAIN HOUSE DOMESTIC HOT WATER. `VAUGHN" MODEL 51205R, 120 GAILON CAPACITY, j OUTDOOR RESET (ADJ) 20 S.F. HEAT EXCHANGER, 201 GALLONS/ 1ST HOUR, 28" DIAMETER (2 REQ'D). — w 3�q^ USE SOLID STATE PROGRAMABLE � �q t0 AUTO. AIR VENT 1 CONTROLLER. O 70RRISE,E40,OOOEBTUHH801 ER OUTPUT,T(� RE D). 9L, 68 GPti CONTINUOUS FLOW 2" �9 AIR SEPARATOR I CP1 1 " � � � f OKICKSPACE HEATER. "BEACON MORRIS', K - 84, 8460 BTUti AT 180' F BOILER � ` i 5 SUPPLY, 1 GPM. � �� J _I� �'�� I_.._. _I� ��� � _ � ���� I_ 2 ! BASEBOARD. "SLANT-FIN", FINE LWE 30, E- 75 ELEMENT, 580 B111H PER LF. AT 2� O 180' F BOILER SUPPLY WATER, 1 GPM . 1 1 /4" 1 1 /4" I 1 /4" RADIANT AND SNOWMELT TUBING. CROSSUNKED POLYETNYLENE TUBING WITH � � 'I 1 1 � � O OXYGEN BARRIER, SIMILAR TO "WIRSBO" HEPEX, CONFORMING TO DIN y \ i I � � 4, I f � � 4, H� — STANDARD 4276. L �� � � � �q• � � 70 SPA NEA T � � �4.. �� HWS — EXCHANGER SPA HEAT E7(CHANGER. "CARLSON' H.E. 5.0, 5. 0 GPM AT 30' TD . Spq SIDE, 7. 5 p�..�� ��B B�B �R � � 1 1 /4' OO GPM AT 20' T.D. BOILER SIDE, 175,000 BTUH CAPACITY. // � 1 -1 /a" � ' � � � 1 1 �4� 1 1 �4" (.Ld SYSTEM FILL � / "� �% ' 9 MAIN HOUSE AIR SEPARATOR. "TACO", MODEL ACT02, TaNGENTIAL . y / / . _ _ � �� % �j" Hy,� TD H � �/\� O OPENINGS. � � � El(PANSION � ���� 70 SNOWMELT � � � � � TANKS � � P — 3 _ � J H� RADIANT FLOOR HyyS MIXING VALVE p � � 10 AUTO AIR VENT. "TACO" MODEL 409. ' �� � � / i' MIXING VALVE � � � �' � � � 1 1 /4" � � VOLUME 20� DIAMETER ( i� REO'D)���CO" CA 300, 79 GALLON ACCEPTANCE � � � ^ � - BALANCE TO 12. 2 GPM BALatiCE TO 9. 4 GPM � BALANCE TO 3. 5 GPM � � NOTE: F1LL BOILER SY'STEM WITH 70X WATER - TYPICAL OF TWO � � q• �ARETAKER EXPANSION TANK. 'WESSEL' NL 35, 9. 24 Ga:i_ON aCCEPTANCE 30X "DOWFROST� PROPYLENE GLYCOL MIXTURE. INITIAL FILL / H� 12 VOLUME ( 1 REQ'D). i PRESSURE SHALL BE 19, 2 PSIC. 180'F TO KICKSPACE, BASEBOARD HWS AND FANCOILS. , � ^ � 13 CARETAKER AIR SEPARATOR. "TACO" 1 -1 /4 AIR SCOOP a / \ �HALANCE TO 9 0 GPM � � \ � 14 BATH FANS. "DAYTON", GRAINGER NUMBER 4C833, 85 CFM A7 0. 25' SiAT1C � ` � � PRESSURE, PROVIDE VARIABLE SPEED SWITCH . , � � ��� � � C` j O AIR HANDLER. 'TRANE", MODEL BCHA24G2FASCAA7000, 1 /2 HP FAN, 715/60/1 � MAIN HOUSE B4ILER WATER PIPING SCHEMATIC '�� ' � � - 15 400 CFM 1A GPM 180'F SUPPLY WATER, � �� � HUMIDIFIER. 'APRIL AIR', MODEL 112, 0.85 GPH O 120F PLENUM TEMPERATURE, : � '�Z /,rk,s 3 . 120/60/l . NO SCALE y � / 76 SUMP PUMP "ZOELLER", GRAINGER MODEL �pZP547, 8 GALLON CAPACITY. � POLYETHYLENE BASIN AND GAS TiGHT LID, 1 7 /2 vENT CONNECTION . PROVIDE ACCESS TO � 3/4� SUBMERSIBLE NON- CIOG PUMP wITH CAPACIN OF 34 GPM AT � HEAi1NG ELEMENT, BLOWER � � 10 FT. HD., 1 1 /2' DISCHARGE WITH CHECK AND GATE VALVE. I BALANCE TO 3. 0 GPM AND VALVING. "lEKMAR' MIXING VALVE Y � � OIL INTERCEPTOR "ZURN" MODEL 2- 1t86 - 700, 27 GALLON WATER SETPOINT CONiROL � � �q• � • .L CAPAC� TY, 35 GPM FLOW RATE, 3" INLET/OUTLET, INTERNAL AIR RELIEF, GAS TIGHT UD, FLOW CONTR6L FITTINGS. TO SNOw/ICE DE7ECTOR � CIRCULATION PUMP SCHEDULE � I 10 AUTO. AIR VENT r � 24 VAC � � A. TEMPERATURE J J LL - - - - - � 0 TO E — S P AC E H E AT E R CP1 MAIN CIRCULATION PUMP "TACO", MODEL 1615, 3/4 HP, 30.6 GPM AT JO FT HEAD, � ' r — 13 AIR SEPARATOR P SENSOR I i i 7750 RPM , 208/60/1 MANIFOLD SUPPLY I � t2'MA7C DIAGRAM � BOILER SUPPLY SPA HEAT EXCHANGER PUMP. "TACO� MODEL 0011 , 1 /8 HP, 7.5 GPM 120F INITIAL TEMP. ) � I +I (TYP) � 1 1I4� � � NO SCALE AT 12 FT HEAD, 3250 RPM, 115/60/1 .� � (140F MAXIMUM) I � p� MAIN HOUSE BOILER SUPPLY DOMESTIC HOT WATER HEAT EXCHANGER PUMP. � � � 'TACO" 0011 , 1 /B HP, 7. 0 GPM AT 12FTHEAD, 3250 RPIA, 115/60/7 � � MANIFOLD RETURN � 3/4" � I f 3/4� P< SNOWMELT PUMP. 'TACO", MODEL 733, 3/4 HP, 9. 4 GPM AT 24 FT HEAD, 1725 RPM, M _ — J � H� _ 208/60/1 � 160F TO � PQ �1 I BQj�Q � " 3�4• P RADIANT FLOOR PUMP. ' iF.CO", MODEU33, 3/4 HP , 1 ? 2 GPM AT 24 FT HEAD, 1725 RPM , � I HWS � , / i " 3�4, H� _ KICKSPACE � 208/60/1 � R(A�pIANT FLOOR ZONE SHALL BE 4-WAY MIXING , / SYSIEM FlLL � -� -- HOT WAlER RECIRCULnTtON PUMP. " iaCO" 005, 'BRONZE" , t /35 HP, 4.0 GPM nT CONTROLLED BY THERMOSTAT. VALVE H � ,--, \ — i� 4 H� �— TO � B FT HEAD, 3250 RPM, t75/60/t SNOWMELT ZONES SHALL BE p F�ac� RaDinNT FLOOR CONTROLLED BY A SNOw/ICE RETURN TO BOILER C� H � MIxING VALVE $PA CIRCULATiON PUMP. "TACO" MODEL 0010, 1 /15 HP, 5.0 GPM 9 10 FT. HEAD, 3250 RPM , JOb NO. � g40�� DETECTOR. (NOT LE55 THAN � 2 P 115/60/1 15pF) � � / , BALANCE TO 4.0 CPM � CARETAKER AAAIN CIRCULATION PUMP "7AC0" MODE� 00> > , t /8 HP, 3 GPM A7 �a� i 15 FT HEAD, 3250 RPM, 115/60/1 , � NOTE: FlLL BOILER SYSTEM NATH 70% WATER - �JPL � SNOWMELT AND RADIANT FLOOR 30% �DOWFROSI' PROPYLENE GLYCOL MIXTURE. INITIAL FlLL � CARETAKER BOILER SUPPLY DOMESTIC HOT WnTER HEAT EXCHANGER PUMP. J PRESSURE SHALL BE 12 PSIG. P9 "TACO� 0011 , 1 /8 HP, 4.0 GPM AT 75 FT HEAD, 3250 RPM, 115/60/1 CFl@CIC�� I BOILER CONTO� MUST INCLUDE AN OUTSIDE AIR RESET CARETAKER RADIANT FLOOR PUMP. 'TACO" MODEL 009, 7 /� 5 HP, 2.0 GPM SHB I MIXING VALVE PIPING SCHEMATIC CARETAKER BOILER WATER PIPING SCHEMATIC � AT 24 FT. HD., 3250 RPM, 115/60/1 � Date� NO SCALE NO SCALE OG�Z7�� I � Lohre Residence Robert L. Arnold sn�t Architect, P .C. Lot 25 , Glen Lyon n . o . sa: 2b87 Avon, co eiszo Westhaven Circle 48 E. Beaver Creek Blvd . Suite 104 ) � � M1 � 0 Vail , Colorado �303; 845 -6829 FAX I ? ` � � � . ot ' { - -- - - — -- -- � � I � � "'�� � rno " o � C �o 'i -�-� Y ¢� I , � � ' U � � � V � c � \ � o � Q - . p Q Q � e � N � . . Q al Q O ._ _.t I U � ^ � � O �° o `� � � -c � o �v � � U ap -c 21 � ` � � v I � li � � 4ci O � c I I � m � � 0 I C O �_ O C� Q C � I ii _ - - - � - - � � O I I - — -- - � FLAG NOTES Uj J � - - - - � �� � � I, � � ' I � 1 MOTORiZED DAMPERS FOR SU� MER OR I � O I i � i I �'� I, ' '� ' O NrtNTER CONTROL �� v Q1 U 0 � � � I i - - - - - - - --_ - - - — i 15 � i , . - O2 30" %4" DUC7WORK FROM ABOVE . � I — — — I F I � � • - - -- - - - - - - - - - 30x4 I r — � - - - _ 1 j - -- - I I O3 ALL DUCT WORK SHALL HAVE 1 /2" LMER � ` � 4 � � � � j I i0 i i ! ' c � - . I __ ; �4 FLOOR DRAiNS IN EIEVATOR PIT � i � Ql Q !_ , : AND ELEVATOR MECHANICAL ROOM SHALL y I� I i . i . � � � �1J � '� � � �� � � � '� � � I I DRAIN TO SUMP PUMP THEN SHALL BE / � � � I � I � ' ( '' � ' �, � PIPED TO OIL MTERCEPTOR. VERIFY LOCA710N5 !!� I I i I � . WIiH ARCHITECT. - - I � 14x6 '�'� � j //j � - I I � � 10 30x4 � � � �! � � � � r_-� � ; �� ' ii � � � i i i ' ,1. � -� �, y ' � �� , I � � �� �� il � � � i 30x4 O �I 3 � 3�0 I. D. COMB. AIR AND FLUE PIPING. ( TYPICAL OF 4 i � �. � � � � � i - -- - - - - - - - - - - - - � � - -- - - - - � � ,i - - � J � - � '� _ _ � �. - —_ L,.,. .�. _ � 76 �' . �. � � 6 LF. ' I � 2� FU. I O � � O O O O � , � � z- o � I � � � . :�- - - - - - - - .- - - - - � i i ; � � — I ; n. , _ , II � — � — — , I � � � � � / iI I - - — I ', � I � � , O O 0 �� _ _ � ;; '� L - - - ' - - - � � � ' � � O *� r , � � � . 1 C . - i _ � � ; � ! J ', j L � - - -� � ! � � � - - - - — � i � � r - - - - - -� � � �� �� / I � � � I �V�;�. ��� � � � � ' � I 6 I `� _ < � ; �� 1\' , � I , / ' � � I ; �� � � � I I � � � � � I I , � m � � � i � - - - - � II � a I 'I ; � , , � f . I SNOWMELT 220 S.F. I � � AT 725 BTUH /S. F. i --_- - . � � � � � — - - ( _ � � � / � ' I � � - - - - - { j 1 , ' ! � - - - -- - - a I i � I ; � I ' . � I �v i � - - �/; i I 1�; i . I � ,� � � a, _ , 1 � �� � �, � : - � I �, ( � � r � � / �— I I , i I I R9 c O � — j I � ��S - — . � . � � I i � � ; - ; � � , -_ ,�' I I ,° I `` ' I z° , J � I � � I ' M � 18 LF. � � � J � : . �.r. _ � ., . � _ _ — _ _ � �� _ _ _ , � . , , _ _ � � Job No. . -- — � - --- � _� ___ _� � ����� 94070 � � Drawn� � i i � - � ( - � JPL � CheCked� , ' SHB LEVEL I FLOOR PLAN f � °ate� os�27�sa � I �,4� . �-o� 7 t ; =� � _ � i S�t i Lohre Residence Robert L. Arnold � � tiT �,� _ I y ��h�te�ti. P.� �� ��� � M21 � Lot 25 , Glen L on P. o. BoX 2587 noon, co eiszo Westhaven Circle 48 E . 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K • � \ � n � - I�I � II II � z= :� � -- - �JI - L� - FITTING SCHEDULE n �` - I � I • (� r, •, ` — � ' �� ROCK AND MORTAR FINISH III II D = HYDROTHERAPY JET � � it � � \ ` I D <1 , - a� � ' t ; D = WLEf RETURN � \ � ; " � \ 0 �� � � �Q = WETNICHELIGHTSOOW O � � J1A REt3AR THROUGIfOUT � �o � @ � 2" O . C . MIN. f� I SK = SURFACE SKIMMER OUTLEf � _- - I � / - 1 �ip = MAIN DRAIN OUTLET ` `� / � � . 0 ~ ` - - �` I i/ �— 1 � ) .V ' ° , , •,: k . � ' � � QQ = 1 " AIRCON7ROL � _ _ , 3 /4 " ROCK UNDERDRAINAGE � ; , - . . ' j� � 8 1 / 2 SACK SHOTCRETE ' � SPA SIDE SECTION � � n SCALE : =, "= i ' SPA PLAN AND PLUMBING LAYOUT SCALE : '-, "= i ' Q" RD. CYCOLAC MAIN �� PAIN OUTLET EQUIPMENT SCHEDULE / ABS SUMP BODY � � b 3 �0„ _ � O HYDROSTATIC RELIEF VALVE O � SP� \ � 2" I . D. SUCTION PIPE � / �NTERIOR FINISH ( I O CIRCULATION PUMP 1 HP STA-RfTE #P4E6EL 230V 7 5 AMPS _ _ - - _ _ __ �- _ t � -�J. � O CARTRIDGE F�LTER 150 GPM STA-RITE #S8M150 � � � i , � % O HEAT EXCHANGER CARLSON 5. 0 STAWLESS STEEL / �, I -� - � � � O CHEMICALFEEDER RAINBOW #f,300-29X , : � r ,� � I —� , � ��, � e , � ti , � �+,, <, � ' � ' a � '�, „ .' i , : O rJ �C U ' . . , --- - - � - � i : ,'�a � �. . . OZONE SANITATION - CLEARWATER TECH - UV-2800 115V 3 AMPS � �- - r o.=�-� , � - .�+ r o�: � ��:: ' r . ' • ,7 . . . t . . � 'Y—i -- --5 �• 1 � - � - -� REF: STEEL SCHEDULE ; , , 't� � a 7` ' y � � � � � � � I I , i1 I � I � I I I � I I � I � I r I I I JEf PUMP 2 HP 2SPD STA.RITE #P4RA6YGL (2) 230V 12 AMPS , f „ • " � "' � v,'?,I ' , ' , � c �,� , � . � �, r� � - ,� � ._� � � I i � _� � I � � , , � �, � -, .a84�?a . , . . � . �h�' � � � 2 OTHER EQUIPMENT � ° . k��'�� �� � 6 BED 3/4 ROCK UNDERDRAINAGE COLL�ECTION TUBE ___ . I � BALL VALVE SPEARS-COMPACT PVC � � 2 � FLOWMETER BLUE-WHfTEINDUSTIESPVC MAIN DRAIN OUTLET DETAIL 4" PERFORATED DRAIN PIPE � TO DAYLIGHT OR SUMP WELL SCALE : � " 1 ' EQUIPMENT LAYOUT NOT TO SCALE t-' - _- � � , - - - REMOVABLE COVER � � � ' �' � - -- — 1 — f ��— - -- — n I . .-- - i � '� I SPA CRITlCAL DATA GENERAL NGTES k4 HaIRPIN REBAR � � - -- �- CONCRETE SHALL BE PNEUMATICALLY APPLIED MORTAR IGUNITE ) `�� SPA SHAPE � �EGFORh'1 CLASSED AS GRADE ' A ' CONCRETE SUEJECT TO THE PROVISIONS OF THE LOCAL CODE AND ACI 506 - 2 - 89 SHOTCRETE SPECIFICATIONS . TO SURFACE \ ��� SPA DIMENSIONS �. IZ � - o � � W 7 � - O �� GROUT SH1LL BE COMPOSED OF 8 1 / 2 SACK OF CEMENT , 30% PEA � D1 4 �-„_.D2 So „ D3 — GRAVEL , 70% SAND , 3 TO 5 OZ . AIR ENTRAZNING COMPOiTN� , 2 TO 5 1 ;" INLET PIPE / I SUCTION PIPE TO PUMP � \ � ' OZ . WATER REDUCING PnM? XTURE , 10% WATER WITH 4 " SLiJrLp P.1dD W � m � i WATERSURFACEAREA 80 S. F 6000 PSI COMPRESSING STRED7GTH AT 28 DAYS . REZNFORCING STEEL ' t° I � WATERLWEPERIMETER � 'p LF �LL BE REFOP.MED HARS CONFORMING TO ASTM SPEC . A615 GRADE � o z " _ _ _ J \ — 40 . LAP ALi. BARS 36 DIFL"�TERS MINIMIJ'Q . ALL STIRRUPS , TIES : " ; OUTSIDE PERIMEiER 4 Z � F AND DGWELS SHALL BE A615 GPADE 40 . CUFCRETE SfiA:.L BE PLACED - � ( FACE P � ATE - AGAINST UNDISTURBED NATURAL SOIL OR AGAZNST FILL COI�ACTED TC / INTERIOR SURFACE AREA_ L2 `I g � 90�a MZN . PR�CTOR DENSITY . GUNITE SHALL BE DANIP CUP.ED FOR A �Ili • MINIMIIM OF 1D DAYS AFTER PLACING . POOLS StiALL 6E L�CATED 10 V �' EqUAUZER LINE �� TOTAL VOLUME ' � �O GALS � • MIN . HORIZONTAL FROM OVEAHEAD ELECTRICAL WIRES . ALL PIPE z ? — PLASrER FiNiSH SHOWING SHALL BE PVC SCHEDJLE 40 . PROVIUE 2 " CLEARANCE Or O Q REItTFORCEME�TT FROM SOIL IfI WALLS ANID 2 3 / 4 " CLEA.FtANCE IN �,J,J ,�, TURNOVER � /2 HRS. SLAB.S . tiSE ALL M4 BARS . U �' N ,II i � TURNOVER RATE (oD GPM Z � 'a J � � CALCULATED TDH 3 "1 S FT NEAD � W I O NOTE: LOCATE INLETS @ 15 ' O. C . MAX . 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