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'(�RAhi��/ �✓� ��� ��� ��, ` - �DLY �/AR�R �R+ZIER. � n � � a " � t�AMPPRDoFINC� '�'�"� DDl.JcL� C� IS O.G 'Ex�(�ID�NCo 4��+<< 2�-8�� I�O I�IALL.� � z� � � �� � �' � \� � � ' � � i, � � �� ----_ a�� c�,,,� ,o°a � �f�� R�lNFORG'ED GDIJG, ��A� � ` .�+ � ,j REI N FD(�GEI� GONG� '� � t I Y I � � � o a o ��v�Co �o LJI�JF i 0 � h �^ w/ � x � lo/�o WW � � ;' �/'1r:J E1`'1�N'� ° a f•! ' � � - � .-�� ` ��,',F� ��,o' o �oFM'��� ToP oF�-A� ' � � � - _ .< _ »;` " :�� �� � �O� _ � _ a ° o - ..�` "�__..� _ '" •,. ° •G ,� _ -�-,�-. _� - - - - - - � � ,� - '�t ° Gl.. 8�34 G��� EL., b4 34� <v� °,,-..:-.._r.�..--� �.-<� ----� ',. :..;.��.:M�.:' - �r.......,. �� � �"` . �;` _}p,°`� � `� �i � t�.�---�,-�">� '�`�' _._ _ (-�,� _'�.�Y.:..._.#�.,: � ��,�_ _,��-,r„�a�"�`� �t _ ,�"� � � -��;4�s���,. .�.. ,w,,,�,-�' - F � , S I DE WALL FD�N Co - �L�L,,,�a,�,,,,�'' � 3- �#'S LoNC� ' #�5 �► o,c. TRAN5VER6E �/�j/� WALL S�GTIO(� �'-o t �r� o�we-�.� c� �a��o,�. F,crENv�N� 2 Wq�L 5�-GTIoN �� � I I Z'� WTO WALL = I'-D�� %2'�= I'-oa %2+ � �o � �. . _ � _ "'-,,,-�� . - � x, ' C t r ' S ` 1 W F- Q � V L� H _ (L' W U � SEWER MH RIM ELV = 8429.5� z � � � � I NVERT ELV. = 8414 9� � Q LOT 4 `� � Q � o � � U , J \ � O O O PIN 8� CAP L.S. 16844 Z 'o. \ �- � >= S C A L E I �� = I O� ELECTRIC EASEMENT � � Z Z �- Q-FIRE HYDRANT \ W J Z � DATE OF SURVEY 3/25/88 � � w �'' O , 'o�, \ > Z U 4 � ( O � , 185?9 ELECTRIC eox `° � 9 � a � J `" � 9 � � /-1 � > c� PHONE BOX 2 � C' ` — � Q � Q� � S � � N m W s Y � J ST6,� \ Q }, V � ���� a- m C� j �, __ �, \ G�, Q O � 1 ' � \ "E ' �l � _ (� O � S 1��51�52 �\ �� � � Z � �- , � ��, O E � s � O p J O � ' \ '� \ � . � \ , \ � � 1 \ _ EDGE OF PAVEMENT � �, � � _ � m 9 � � � O ��� � O � � � � � � A � � � O LOT 3 � / � ; 0,413 AC \ �� , m � o � � � W d? � _ � PIN 8� CAP � � • m . � � � � � . o \ W 5 A � . O � A , tD O , � j: � 3?•g6 � � °- 2 i� �, � �' u � IMPRQVEMENT LOCATION CERTIFICATE • R A C T A I hereby certify that this Improvement Location Certificate was prepared for " Gordon Pierce , that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon .�.. for the establishment of fence, building or other future improvement lines. N� � � � O � � � I further certify that the improvements on the above described parcel �u this � � date, 3/30/88 +� � , except utility connections, are entirely W!�" 0 26�06 within the boundaries of the parcel, except as shown, that there are no enc�oach� ..._., r•- ` S �� \ ments upon the described premises by improvements on any adjoining premises, ex- � �� � cept as indicated, and that there is no apparent evidence or sign of any easement ��` � g g y part of said parcel, except as noted. � o crossin or burdenin an e`�f�Y�s '/f ,, � ��� � ,.•O���Q �ECI,�,`F�-,,,, � �O � `•,,e,�a•+� t E�,4.,t�` �� � �.s �+ .. �q �, ., •v a � 3 v ! Uy '✓"�-ti/� � �� i`� � `�•a�' Leland Lech��� `� `" �` :;� �.. � Q� f '�,,�"�n'•.. .+s y : ``, � Colorado P.L.S��'��,06 ;:.�`�` ��`�" � w \ I (J �R�Yw���t � �` � O A '�, Date: 3 3• � �''•,,f��',?1 1 p�1� �.•�'� � �[� . �-:._�.= ��1��e�����' � LO T 2 °-, -r �O SURVEYOR'S, CERTiFICATE w �� �� , , • � � � � I, Leland J. Lechner� a Land Surveyor registered under the laws of �� � Che State of Colorado, do hereby certify that this t�pographic survey � �..� was made by me and under my supervision and that the survey is accuor���e�� � and correct to the best of my knowledge. w�,,�•�'`'p0 ��G�S''�•,,�� _" � ✓� .,�,•,`�c�,t�........,.lF �,, � � Da�e � � .�,,.� � : �'"-"�.���� y;.� ': ° '' �'��'c .�`'o"` O � - ° _ � �� ..�.,:.,,4��-- F i eland J. I�'echner �„�� �; d Col,orado �.L.S. 235 6�� ���p� =�= = r� • :O - t;q� ;av�= ' f ����•°+oo.r�N�''aS��`� V� ���� - '��j, ����1 l�tld,��`` , NdTICE: Accordi ng to Col or�do 1 aw you must commence any 1 egeY"'�c'�`�'on based upon any defect in khis survey within thr�� years after� you � first discover such defect. 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FailurP to�ramP�Y�Y � � � � the Arahde�of such ccr������ . , �- --- - - ^ � , � �" ' Z t ► , Q ; ' _ � � ,, shall absoNe the Archiiect from any responsibNity fnr the conss4ser�es of such failure - - -- ` !, F , � � _ � _�---_I--.� _ _ Adions taken wRhatt the knowledge and consent cf the Rn,�Kec±or in contradidion to tt�e Archrte�'s�K:R:,��vc ` � - - - -- 1 ° • �� � -- — - - - - . , _ ; , � 1 �' ; ' 1 � or recommendaUons shali become the:espans�6ty not of fhe A�ahdect,bot of the par�es tafang saud�^°a�� � � � � � � - 6 -- �Y ` I ' ��� • Y ° ` COPYRIGHT O 2a02 D.H.RUGGLES AND ASSOCIATES,PC = {�__W��!�!___ _ � , ' .� _ --�°�— -- -- - - , [ ' � , i � � � \ l '�" The use af ati information be it drawn or wrRten eppesnny���9�s`�°.�::��iCefQ ZU3 4�EB O�I�i31�.':�a�s.;s;cr �_ _ __E______ __ -- , _ y , '. _�___ ���__� __� � ` - r i i � „ f `�"" ��`��_Yl� _-_1 � �,���saN.i u�farmat�on was prepared and pubucat�on the«-of�s expressly iimrted to�ua�use i�e-use, , ��^�oducUon,or p�Ik:aUon by eny method,in whole^_.���part�is proh�bited without thE Hmtten consent af D.H. r ti � f + I ,uggias and Pssociatss,PC. 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",�, � .i +�. , - - �' ;„� ., .. � . ,�M _ _. - „ � SOUTH ELEVATION � A2.2 1/4" = 1'-0" _ _� - - - � ,_u � t_ ^ .. � � '°�a ,�_--- - ��_� � ,^'Er_ ��_,i' -__ �� `� � � r-_--" � s.,,` k�a� i �'i�=--�=-'��_1 ^�� ���. � �!'li�==-�i'� � iL_��'�_ � ggS� �',-f- G �_.r 1 �r; �r''' -,, __� �.�t__Y I, d9 �-°;- i ��---�� ���i, 1 _'�'- _ -_-_ ��__11 _1 ,-jF __''° ii ,,`, i�_��� " , =-:�---5� i-�=� j�•_=v-� y 4 �7 r � t ! ^ y _ � �--�� •__ , . , -r,=- „ � F'�' 1 fi� �; �;� _ )._ ' `, _ I' `''`� % -i;,� � „ LIMITAiION OF WARRANTY OF ARCHfECT3 WORK PRODUCT �I E'� �'� `j . , - � � >.'� �,t �`,:'� �i - -'-__= 'i�'°_s� '="-�-_ "_- _-''='_==- �� ;_�ii __'It ,i._i' _ ` ` � °' ''' ' ` The archRed and his eonaultarda do nof warrant or guaraMee the accuraey and eompleteneas of fhe work producf herein beyond a r�soriable �-_'=�____-�in '°__-_ � ;����__.-f�f�---�-_"- `i"'- -__.:'�.. 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RUGGLES & ASSOCIATES �y� RUGGLES � � ` � `�`� � 3200 CHERRY CREEK SOUTH DRNE ` 1 _ ' "' _ ' SUITE 410 DENVER, CO 80209 � �����'" � � '- --_ _ ; ' TELEPHONE 303 355-2460 ��F� �/� �`�' \�V; -� ' ---_ _-_ _ .� _ , ' . , .-u �' FACSIMILE 303 355-2546 '` - " - '-. °- _ , � A PROFESSIONAL CORPORATION Fo an���`� � - _-___� - --_ _ ___ _----�_ ___ � o��P��� �E�„n.E: ���.���`��UP�-� SPRIGGS RESIDENCE p�G,,r � � 1447 ASPEN GROVE LANE s�y �''� VAIL COLORADO 2 NORTH ELEVi�TION . ���1�r A2.2 1/4" = 1'-0" �P�� , � � ""_ ���, , � �-' DRAWINGi1TL.E EXTERIOR ELEVATIONS �►�. 1/4" = 1'-0" PROJECT NO• DRAWN BY. ,J�H o�TE 515 02 , 2002.004.535 CHECI�DBY DHR °ATE NO. 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If any rrustakes,omm�ssions,and/or discrepanc.�es era found t�e�dst w�-�� . , � ----- -- Z t � �_i_.�,. , _ � 2 ; � . ' _l _ - ; the wo�ic produd,the Archtte�s6all be pramptly naUfied. FaiturP�o promptly the Archne�of su�xr�_',n� i � -- - � i ' �� t - -- � " ; � _ _ __.._�� ' � shaU absolve the Architect from any resporisibility for the conssq:�er�ces of su�lura - -- - -- 1 . � ! - - - - - , ' T ' i T - j � �` Adions taken without the knowledge and consent cf tfie Arc,��or in con+radidion bo if�e Archrte�'s�oci:p::r.tuii � � � � _� ! T � - ` . l P , , or recommendaUons shall becoms the:espcsrts�Cdy nat of the A�r.hitect,b4t af the par��es tadang saud���� _ f►^1�Iri.V__ _ � - - – -- - - —� � � �a8 � _ – � �_ �_Y____!� -- K - � t ( - _ � � � tir � � ' COPYRIGFiT O 2002 D.H.RUGGLES AMD ASSOC{ATES,PC � _f �� � � - � ; �..__� � _.�.j..z.1.y._ � � � The uso of ati inforsnafian be rt drawn or written appeanny:����s`�:ba.:�.tiz�a tu+�s cng�na+a:�;a�,�.;a�cr �� � �--- -�--�--� ---�----� � w`.�1_ .����saici utformatmn was � � �-----�--q---�- z , i � 1 � _ ) , prepared and pubdcat�on the«-of�s expressly iimrted to sua�use �te-use, t � t i �� _ _ , � ' - , �` _ �>^roducGon,or p�lk,a�on by eny method,in whoie^-�_�aart,is prohibited wfthout the w�ftten consent ef D.H . - � � ; �- � ° � �uggles and Associafes,PG. Title�fhe r�9-�ra�:����s�s;��C!i.Ruggles and Assoc�ates,PC witl�out prejud�ce, '. . � , � _ � ?j — — — — -- — — — — — — — — — —-- � � 1 t Visual coMact wHh#�ese ptans shait cor��;�e pnm�facxz�nden�of the acceptance of said rest�i'stonb as lhsy � '' , ' '� - - - - - - --- -- - - - _ -- - - -- ePPiy to the enttret�r af ths infcm�ion cr:c�n�•�t��efr. ' �' _ I � �o� � " ; °�--.��� G'�ST� �F? - , _ � ��j� , 4 _ , r��''� ._. , ---�°— -s-�------ 0 • � I � ` _ r _ - Q.'��' � �� a . � . �� � • ` � � . r � � / \ ARCHJ tECT � D�N H• � R � � , � , � _ D. H. RUGGLES&ASSOCIAT�5 _ , . 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'� i� },__ , ,� _ The arehRed and hia corquftante do mt warrant or guarantee tha aeauaey and eompletenesa oNhe work product hereln beyord a reasonable , y---= � � - � �s" �'; - v dingence If any mictakea,omiasions,and/or discrepanaes are fo�md M exist wrthn the work prod�ct,the Ardrted ehall be promptty notfied � `- i ` "���_I ` ' ''i`�''f , �+�- �� __ rE ,: � _,i �����._,?i ` Faduro to prom ptly naUfy tM Archdect of such condR�ons ahnll absolvs ths ArchTect Trom arry roapons�bddy tor the cansequences nf such ,� i =„--_- :,�i'- -- - -��, '� - fC,_ � ;T=__' _ � tailure. - _ ,' ____ �____ -i <<' - � _� - '� �i�_ , �_ - -- - `- -- �' -_-- �i � ' % =- - ---`t _��r=°=�,-=,-' �i„ �L'•�;- --,�_ _--. ---_ _ ---"' -- _ _� --'�'_-�i• �--"-'"=�� _ F-'�'-�-' _;'__ Act�ons taksn wRYaut the Ivwuvledge and coruent of the ArchRsct,a m coMredic4m tothsArdiRacYa wak product or recommendamons shall -_-:� �� ,?`�=_- ---',�,_� �� - ,�- -14-��" �� ,�'� I-:i � ' ,`�"- =S i�„�l- -=�� '���,,: become the reeponaibdity not of the Arehkeet.but of the par0eslaldnp ead adlon r =-=(_`•�� '� p{ - f ,�;���i� ��� � -`�i ` �� �, � E�' :_ _ '� - f�_� ���__ � _ �_ i_ _ _'��- COPYRIGHT�2003 D H.RUGGLES AND ASSOCUITEB�PC � I � ;�..r' i-- --� y -a' "-=�ji� � 1� .`.i-'--- _ , _ '\, �..,.,,� `'� -,i �' _ °��' �f 1� � ���; � � �' t J� _� - _J, �j',rte _� _ __ � '�_�� _ '�� ��`-_'-__-_-��+ J� t --�'____ '` --_-- _ `-- --��- „ t -_-�;t_ �, V^ �,� - - , _ -�, Tha use ai all IMarmafion ba it drswn ar wrrtten appearing harein ehall be�estricted to tha algirml pojact site fa which eald infarmstlon was _;'=- °- --i_ ` \ ,, __ �;�_-;i = ` „�- � --- - - -- ' - - - -_- --"- � , �____-_�� ,.,,_ _.__,_� ` �✓ i�-� -> � -= y' � _ `_ l. prepared ard pubhcation thereof ia expreas hmRed to auch use Reuae,reproducborL or p�bficahon b a method,m whole a m part,o � / \ �� i � �Y Y rN � - � � � � ,- -_ � � t r---_�'� - - --�%"�-�� !---T--�''-` ' rohibited witho�llhe wrMen conseM of D H Ruggles and Assoc�ates,PC TiUe to the plans rema�ns wdh D H Ruggles and Assoaates,PC -_�-a`-- • - -- ;�� •--- , �� -;- `,F �� P P Pr Ptance �Y PPNto � i� `,_-• -- �`I _ _ . �-_ - .'� , \ / `- '-- - ' _t_�;=='-�� ��=�_�-.' 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JJH °ATE 5.15.02 � 2002.004.535 CHECI�DBY•DHR °ATE• • N0. REVISI�I�t DAT� . ■ ' 2 WEST ELEVATION A2.3 1/4" = 1'-0�� / � / � NOTES IMPROVEMEN7 LOCATION CERTIFICATE 1) DATE �F SURVEY 11/z2/02 2) SURVEY�R HAS MADE N❑ INVESTIGATI�N OR INDEPENDENT SEARGH FOR I hereby certify that this Improvement Location Certificate wcs prepared EASEMENTS ❑F REC�RD <OTHER THAN PLATTED>, ENCUMBRANCES, far SiGNATllFtE CQNSTRUCTIOAI RESTRICTIVE C❑VENANTS, ❑WNERSNIP TITLE EVIDENCE, OR tiNY ❑THER tY�at it is not a land survey plat or improvement survey p�at, and that it is FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCL�SE not to be refied upon for the estoblishment of fence, buildmq or other future 3) N�TICE ACCORDING TO COL❑RAD❑ LAW Y�U MUST C�MMENCE ENY LEGAL �T*�+rr�emerft Tines ACTI�N BASED UP❑N ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS f further cert�fy thot the improvements on the above described arcel on P AFTER Y�U FIRST DISC�VER SUCH DEFECT IN N❑ EVENT, MAY ANY th�s date, 11/22/02, except utility connections, are entirel w�thm the ACTI�N BASED UP❑N ANY DEFECT IN THIS SURVEY BE C�MMEVCED MORE Y THAN TEN YEARS FROM THE DATE ❑F THE CERTIFICATION SH�WN boundar�es of the parcel, except as shown, that there are nc encroachments HERE�N upon the described premises by �mprovements on ony ad�oining premises, except as �ndicated, and that there �s no apparent evidence �r sign of any 4) 1' ❑F SN�W ❑N L�T AT TIME ❑F SURVEY, S�ME FEATURES M�Y EXIST easement crossing or burdening any port of sa�d parcel, except as noted BENEATH SN❑W THAT ARE NOT SHOWN �N THIS DRAWING 5> BASIS OF ELEVATI�N SEWER MH A 1 2, INVERT ELEV = 841490' c_ 6) BASIS ❑F PROPERTY LINE L❑CATION S CRN L�TS 3/4 & S C2N LOTS 4/5 St�og^'� ��.�-- Colorodo P L � �6598 � ` ' = 7) BEARINGS AND DISTANCES AL❑NG PR�PERTY LINES SH�WN HEPEON ARE • `'_ �:i y = AS SH❑WN �N THE SUBDIVISION PLAT ❑NLY A B❑UNDARY SUPVEY W�ULD � -`'; ���- .. � ;z - BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE L❑T AND �' ;° z SETBACKS, WHICH MAY VARY FR❑M THE PLATTED DIMENSI❑NS DATE _1�� O's- ';-�, : S�----;��� �� �,�• ....•••'•r`J�`� 8) 3 ST❑RY W❑�D FRAME STRUCTURE UNDER CONSTRUCTION ,,��� ,�� l�i�� '���. 9) N❑ DRIVE AT TIME OF SURVEY L�T 4 , �''��,�,����,,,,���' � 10) RIDGE ELEVATI�NS SH�WN ARE NEW C�NSTRUCTI�N ONLY F�UND PIN & CAP \ ELECTRICAL E�EC TRANS \ �� EASEMENT N 11°51'52' W - 185.79 � �� 36 3 �O � F[7Ck VALL ' fYP � p PHONE PED � o 0 161 � ] 0 �o f w ���o `/ °p EDGE PLOVED R�AD -- '— — — — — o N 3 4X6 4 ` � � 515 °J FIREPLACE o p ° \ � \ 9C' BUILDING SETBACK o � �� � N � �] � O�s \ V' I ENTRY I � � T R A C T A ' I 3 1 � 17 5 8476 5 x w CONSTRUCT 1 ON � =J\ � G��! 3 L�T 3 � � ,03 _ _ s � � � � �r�r s 0 413 ACRES w � �� I \ .�� ��J .—� I 3 2 � � �+ � ❑VERHANG N � 15 0 i 3 3 � yALL A J � � � M rn 8470 0 x I i \ 9�A r� � O � ° p 7 1 3 4 7 � — —_ \ ?i n 14 0 C.A � � 56 � � 19 0 �,\ i DECK L � -- — �_ __- �_ 1 0 UNDER � f 1 � CONSTRUCTION \ �92 85 6 t� — - 1 0 S 14°26'06" E - 237,86 r . L�T 2 � 0' 20' 40' 60' "T�WN OF VAIL DESIC��I REVIEW ST��F �P�ROVAL \ �AT� y/3/3 IMPROVEMENET LOCATION CERTIFICATE ��ti�-r. �� LOT 3 BLOCK 2 41199 HIGHWAY 6 & 24, EAGLE—VAIL LIONSRIDGE SUBDIVISION , FILING No. 4 P ° B°X ,23° TOWN OF VAIL, EAGLE COUNTY, COLORADO EDWARDS. CO 81632 UPDATE KD I1/26/02 (303)949-1406 UPDATE PATRICK FILLIETTAZ 10/30/95 PATRICK FI�LIETTAZ 9/8/95 ,�❑B NO. 1301 � , - f� _ -� � - � , � - � � � _ - " I _ � .� - ��`�"�` ' � , � _ _ - . �� - � _ �,. t _ � � ���� ��� , - - ���� _ � � : � ., �; � - � d � ; i _ - ' J _ % 1 ' P � . ; / _ � Y . S . ( ` 4� � c¢..�x ' l.. F 'L' °� _ �:1\ � 5 — \\ �� t \ Y ��t� \\ � ' � J _� � ` q�� � `� ��.� �_�_--- - -°� --- _ �,� ' �.,� �- ---, � � - � 14�� ASPEN GRaVE LANE _���az.�..� �� -- _ - � _ - :�- --��_� VAIL �UL�I�:ADU � ` � � � � , � � � - o 0 0 _ � W � � � ° o o , ♦ �`4 � �`� ' / 1 .\ / � ! _ ` I � (� , 1 ---...' ,,.,,�.--_�..�+ �, � � _ _` l _� i, ' 1 ' �- ' . . MAY Z2, 2002 � �-�� �� . - _ INDE?�: � , _ � �_ ,� ::.,, t _ ,, � �� � �. COVER SHEEr ' - " 1NDEX � A1.0 BOUNDARY SURVEY , .� � A1.1 SITE PLAN SGIUARE FO�TAGE CALCULATlONS �►1.2 FOUNDATION PLAN AT NEW WORK/KITCHEN FLOOR FRAMtNQ PLAN ��" "�`'� FOUNDAT70N QETAILS AT NEW WORK - FOUNDATION NOTES � fRAMING NOTE5 � Ai.S not used � A7.4 RQOF FRAMING PkAN � GENERAL TRUSS NOTES/ROOF FRAMIN(3 NOTES °r ?i ARCHITE�TS DECK!ENTRY MASS FRAMtNG PLAN �; NOTES E�?R THfFlD FLOOR FRAMINC�AND ELEVATOR OPENINC� A1.5 AS BUILT FlRST FLOOR PLAN �� � FiRST FLOOR DEMbI.i'FiON PLAN �"�� � D. H. RUGGLES 8� ASS�CIA.TES, PC _ A1.6 AS BUlLT SECOND FLOOR PLAN $ECOND FLOOR DEMOLITION PLAN `j�'�" �� A1.7 AS BUILTTHIRQ FLOOR PLAN w '�*: �El V Y �R THIRD FLODR DEMOLITiON PLAI�d A1.8 F{R3T FLOOR PLAN `'� - � DD�R SCHEDULE WINDOW SCHEDULE � A1.9 SECOND FLOOR PIAN SECOND FLOOR Fl.00R FtNISH PLAN - DETAIL PLAN � A1.'10 THlRD FLOOR PLAN � TH[RD FLOOR FLOOR FINISH PLAN � �ETAIL SFCTI�N — A7.11 ROOF PLAN -- TABLE 75-D-1 y� ..������,� � ��IIl�^5������i` h A2.1 S4UTH ELEVATI�N PHOTOGRAPH:IXtSTINQ/DEMOLtTION DIAGRAM �' NORTH ELEVATION PHO'T"C)GRAPH:EXISTtNG/DEMOLITION DIAGRAM EAST ELEVATi�N PHOTQGRAPH;EXISTfNG/DEMOLfTiON DIAGRAM WEST ELEVATlON PHOTOGRAPH:EXISTINC�1 DEMOLITION DIAGRAM A2.2 SOUTH ELEVATION � _.___, - NORTH ELEVATiON ' ° - �, A2.H EAST ELEVATlON � ,' � `''� WEST ELEVATlON � �"�� AS.7 BUIl.DING SECTIONS � A3.2 BUIE.DfNQ�SECTtON �� NALD H . VVALL SECTION IRUGGLES DETAIL SECT101�! �� � p-1��i A4.t INTER{OR ELEVATIONS {not inctudet4 in Permit Submittal) � � '''�`��� Z p .c� �ti i ROOM FINISH SCHEDULE {�ot tnctudsd in Permit Submtttai} , .,� .= � � GENERAL FiNtSH NOTES (not included in Permit Submittal) � � - ��'�t',�,�• �.�Z�\��/,,,�� A4.2 tNTERIOR ELEVATIONS (not included tn Permit Submittat) � �� ` � �J, A4.3 INTERIOR ELEVATiONS (not inciuded in Permit Suhmttta!) O � � E1. � ECTRICAL P � = - `� . � �� ,` � � E �� � '� / I �c.-r.� ^^w�n rr nnc�� �..��..,i-1w�r�°1w. ��� ___ f T . � END: ``� �' �' / ' ` d SPECIFICATIONS ' ' � ` � �,. I ` � FIRST FLOQR FLODR FINISH PtAN � f � / � � � ' /, +{ \� I ' � Iy ( ` \/\ I �. ' �._/'� / .�e� +��� . � � l� � l � k \ � S 1 t 1 ► _ � y ; '.`'`--- _ � `��• --- ---_..___, ' � � � �1 � , . - -- - , �;� ' - � _ '. � ,- t . , _ �� " � , � . � � � - . ° _r _ .. . . , - . , , _ . , . , . 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T, � �,.=- _. �. � y¢ -° -��� � � � � �.� . �' ; � 1 -�'f`O . ( ,�- o��� , � . _v � . , � . . , i' 5 , . � t , � S�T� PLAN W/ COURTYARD PLAN : � t—� i• t� _ �. _ . . - ,� - � , - ,� , ,a --- - . j � 11 $ , . i s, t i ' ^ � � � � , �i � 1 � t �- � � -• , . 25 � � � , ' "" i � � - , . REr'���►�D , E . � a - • � ' J��� � � b��� — -�j',���_Gf-��a�� ' � i „�„ � __ . ' " ' ' ` .__.,_.r....--.--.�e � .�,� � t�!-p'f � ��� '�'2 S b �_ � , , - l��,�j` ' , � �, ; "�, ' �j�.�T�_v� �o� A-G��i�� - : ' -- - �f� \ / , �".� , � ' i , � ,. . .4 , � _� . , ,� ` Li�ATfAT1QN OF WARRkNT1f OF ARCHiTECTS WQAK PRODUCT � , �� N fl'�'TD � �_ � '`�� � � ' " � i � \ , '�. r`�* _ ' ' aru!!or discrepanr�es are fcund to e�ast wdhm fl� `I �'� ' The Architect and his consultants dc not warrant or guaratstee tt�e accuracy end�orr�pleteness of the,�vork product , . t , , herein beycnd a reasonabis dilgence. tf any rnrstakes,omm�ss�ons, �� , � } _:__L_l the work produ�,the�sha�be pro �. Fa�ture te promp�y r�tfY t�e A�hitect of such�ans � ° . �- --- ------- --- --- ----- -- --- ` — - Z'"' l t _ _ " ' Q - _ - � � " _ �' ► � shaN absolve fihe Ar�Futec�frotn arty respons�far the conssqueru�s ofi such ia�ure. - �� ; � { � , _ i --�__ - �: -- - - --- -- _ �i � ' t � ' , 1 . 1 � �� ° _ : . _ . - � + L 1 r s Ac�ions tai�n wrthout the knowledge and cansent af the Arahfited.or Fn contrad�on m the A�uted's work�oduct i � ��?_ �• l�..L ���V _ , ' �, ; f or recorr�nendations shafl become the respons�►GtY nat af the Ardidect,but cf the pardes talar,g sa�d action 1 �- 1 � ��- " � � + � ? � � ��-� f - � � 1 ` � COPYRlGtR O�02 D.H,Rt�t.ES AND ASSOCIATES,PC � y�1�Vl� ,-- � �! , � ---{- i �' � { - _ � � ' , � � � i Tt�use of atl information be it drawn or veritten aPP�9�erein sha11 be restncied tc the orig�nal proyed stte to� �- �- "_- --• - - v � '� � ' � t J I � � � ; s 1, , wh�ch saui uifam+€�on was prepared and p�bcaUon ther�f rs expressiy tim�ted tc�uch use �ie-use, �� �-- - j - �--�-. �— " � � } , , �` i ^V^�oducbon.a p�i�cagon by any metl�od in whole or inpar�.�spro h�brtad wrthout the vvrttten consent of D.H, ` i_.� @5 , � i I �,�ggles and Assoc�ates,FC 'fitle�the plans rernauts wlih D.H.Ruggles and Associates,PC wdtaut pre�uc�ce � � - � � � � � ' , � ` _ - � — — — — -- — — — — — — — — — — — —•- '� ) 1 -1 -- -- -- -- �- 1 - ---- .. _ V'�sual t�Mact vvi�these pians�c�s�te pnma#acie eydec�ce of tl�e a�eptance of said restrrctions as they , t . ' '�' �� � ePP�Y to ttte enttrety�4he�nfom�aticn contained tt�em. _l� w i , _ t i. - 1 . 1 ���2�E�S�_ L�5'��' �� � ,. � , ,` 0 ���� � ' . ; - ' ' � �a~� �� I p C��� ' � __ - - `:, ' �. � � ' ARCHITECTS � p �°j s � s , A!�!� '� , � • � / \ / \ ;# y`,\ � � D.H. RUGGLES&ASSOCtATE5 ' - i _ . � ����L�� � _ � 323 MADLSON STREET.S(T1TE'.0'.i �° 5��'�, - . _• . - _ � " � . � EAS�' S1�E � �II/EST �O�1 RT'�f��[�� �I/A LL : � ��'-�,�°�°�'���' / T�O� � �- } � � _ _ F�31�.8� 8D3 555-2546 <�� �/� ��� �V� 3 �AST �LEV. � SPA ARE�4. �- �IVES? ELE�/�► _ _ � . . � � I ,l )n� ��� +'.Q� � -- J _ - i y � � . " ��'�OV ♦l30F7ff10Nli COIl014T10k /jI(+ `� L J �� , �¢a �•� �.� ' � __ , k__ _ ��. � � i � , � --- , ---- � , . b� . �rowN oFVA�� ��'I�IGG� I�ESI�ENCE . , _� , , t t DESIGN REVIEW � - � ; ; - # �� STAFF APPROVAL ADDITION AND RE�flDEL • ; � � �J . 1477 ASPEI�T GROVE �,�NE � , i � s DAT� �.,,�_ (/?°/G3_- , , v�, C4LORADfJ � , � ' , � i '�TAF i=. �3 � sa,r• -- - - � i �1 � OIi11N�q 71ii.E• • 1 � i , i � � . i � � CC�URTYARD PLAN $c DETAILS � � � � , i i # i i i r i � i , � � � i / jf �.,�- s sx�r ' �-----------------�--- --�---------------------------� � ��'� �i��r� �:�Q �1 ���tH�,_ I � — - -- , � e ,Y.,��-,��_ � I iYV2.�Wh.7a7.7 DFUrMN. DA1E. _ V - • ' , Cli�: DA7E �� L�.OZ 1 M0. p.ql�lpi� �� � � 0 i y , � _ ' . � + �\ I 1 � � _. � � � i s� _ t' �i0+7i�II.R7�i�8Qilel�llV'+'di��7l�a�"���li��: 1aG�-^� ��.� ) ,�' , � 2 I�CEYN�3TES : O � A1.1 � _ _ " w+ ` _ _ g � FOOTPRtNT SQUARE FOOTA�GE "PAVED" AREA SQUARE FOOTAGE: , ` _.r. � _ �+ oF HonnE. y EXISTING PROPERTY LtNE PER ENt?INEER'S SURVEY � -" O-OO � � ��� 3pr � #� 1 27� �Q Ff' HARDSCAPE aREA 2- EX1Sl7NNC�WOOD-FRAME 3 STORY SINCLE FAMILY REStDENCE WlTH � � `� ' - -- - - � E _ 2 CAR ATi'ACHED GARAC3E �-' C� � �.,.. _ 2099 SQ � + DR�VE�FRONT ENTRY DECK&PATtO. y � � " " '�-� - •. �..� _ � 1538t SQ FT EXISTIING DR1VE REFER TO ENGINEER'S SURVEY FOR ADDITIONALTOPOGRAPHIC AND ' � ��Z�.G S Q F T BENCH MARK INFORMATION • � (�nc�udes new Entry Porch area} 4 ASPEN GRO E LAN��N G S E T B A C K ' ' , � 5 EDQ�E OF RLOWED ROAD PER ENt�INEER'S �'sURVEY � � 6� EDGE OF PLOWED DRlVE PER ENGINEER'S SURVEY. , � �'---;--------_.___ " " '--- - .. �0��41 7 EXlSTING ELECTRIC TRANSFORMER PER ENGINEER'S SURVEY , - ------------ O p ` ' ' "'- - - � $�° i3�� '� '� wr E 1 i � '"'----•-------..�.___.., y_._._.'-'.-+'_ � 8 EjCISTING ELECTRIC EASEMENT PER ENGINEER'S SURVEY O - - -.�. ,. ,. ,..,, _ , � � _._�__ � � _ __ � .. „ ,� � « 9 EXtST1NC3i PHONE PEDESTAL PER ENC3INEER'S SURVEY ' '°-------------__ '�-- 1 0 2 0'S I D E/R E A R B U I L D I N O S E T B A C K � � � �'���� '"' ! � � � �"' " --� � 11 AREA OF PROPOSED ADD1TtON:KITCHEN AREA AT THIRD FLOOR � '? i + � � � "' � - + 12 AREA OF PROPOSED ADDITION:GARACiE AREA AT F1RST FLOOR WITH ; ; � NEW DECK ABOVE � � 3 ; � 13 AREA OF NEW ENTRY AREA AT FIRST FLOOf�TO REPLAE EXISTIMG � . � . t _ � � � + 15 EX11STiNG DAREA WEL,L AT F RST FLOt�R WlNDOW TO REMA�hN � � � __.___;.. 1 6 N E W C O L O R E D.P A T TERNED CONCRETE ENTRY DHNE. TNIS tTEM ' ; ----_._._.__ � . --------------__. TRANSITIONS TO A 6°THICK STONE SiLL AT THE GARAGE. REFER TO TH � 3 ; � ; ..._.. -------�_.. � � � ; + ----- FLOOR PLANS,SECTtONS , � ------.- __ ...... ............ __ ..__.---.---------- -�_ ' END: � � � f � ' � � i "� � � ! ; ; 1 � . , , i 3 GENERAL SITE NOTE3: i ; ; ; � 1. ENGINEER'S SURVEY: ; � , ' ; � � ' ` ; OB N0.1301,DATED 3.28.88 ; ; ; � . EAGLE VALLEY SURVEYINt�, INC. ; ; , � � � � ; t 1000 S. FRONTAL3iE ROAD � ; i _ ; VAIL, CO 81557 � , , � ; `� i � 2. LEGAL DESCRIPTION OF PROPERTY: ; � � � � i LOT 3, BLOCK 2, L.IONSRIDGE SUBDIViSlON, FILtNG N0.4,TOWN ' ; ' , ' ° _ , , ; ; OF VAII,EAGLE COUNTY�COLORADO i ' ° i � ' I 3. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE TYPICAL. REFER TO 1 � % _ � ? 80iLS REPORT FOR REQUIREMENTS. : ' ' I � � 4. PROVIDE APPRUVED NIJMBERS OR ADDRESS PLACED IN SUCH A i � ; � ; : ' ` POSlTION SO AS TO BE PLAIN�Y VISIBLE AND LEGlBLE FROM THE � /` � � � � � STREET OR ROAD FRONTiNC�THE RROPERTY PER CODE � � Q'� � � � � � 5. DO NOT D STURB EX�IST NE",,ITEMS TO�EMA N E SCOPE O�TMIS tYEM. � � � � � r ; __ 1 � � � � � 1 y�' - I ' � � � 1 ; ' ' � � � � � � 1 � 1 � � � ; � � � � 1 � ; � � � t _ � _ r. __ _ . ; � ; 1 ,, � _ _.._--__..�-.. n -,.�„,s'° ' i � � ^ ' ' ` � 1 � � � � � ' i � i � ; � + � , , ; � 1 � � � � � ; i , � 1 � � i - I ' � wl � �° � � , ; � ; C ' � i ' � � � � i , co� � ; , ; ; � � i � � � � i _ �, � � 5$ l - ' } ' � N , f � ; � � � ` ; o � � �+ ��� ' � � ; d. ; ��� y'!/�t�n �.,,� ; 56 + � ' AT 72.5' � � .. r� ; �� �C 1 ��' � ; � �� j EXISTING GRADE ; ' � � � � � � + � i � 72.5-53.5=19 (� 273.84 sq ft , ; �� � � _ - ' ; a� ; � � ; . - -- . ; �. � � o f ; ; � ; ,� • - _ . ; , ; ; , � �� ; , : 5a � ' ; ' 2 ♦ � N� _ � �? � � � � , - � ; O ° , � ; � (� ; �j � IXISTI l�AT 72.5' �' ; � � � r� � �� ; p d. ; EXISTING GRA�BE�ow HARDSCAPE AREA '"' ; �. ' � ti ; �� � 5 IDGEAT45.5' ' ( . � � � ; o � , ; -a�.s=27 , 273.84 sq ft � ; � � � ; o _ NI ; � � , � � ' ' i A �«. �y• .+ ' � i � � i �'�•, � � � � ` , _ s •4t t r � ' � 1 � � � '���� •��'� � t � � s 2. � - ; ':'o�;'•'.'' : � � *rr � • � ' t �� � ''r:"s�,•::������ j 7 t ' � ~ � �{ ' ,�r'i� � - � � e .c � . ' y�y+t�'�f• t GAIS! AT 72.�� . - � ; � � � l � ; �;' :�.;::'�. �:;::'�' :.:;- '••�f';-:ti;:,�~.`�:'�::' s ; EXI&TINGG BEIAW � ; . I �� � i •y' :.'•�' .:,-z :'•:: :'�•. ,s'•,ct�;;.� �' � ; 5 RIDGE AT 45.5' � ' i EXISTlNG .5' (� , •f_ • ,,.: .• i 725-45.5=27 - - ; � �EXlSTING GRADE W- �✓� M t w i` + � � R1Dt3E AT 41` ' ' , � 2 � ; 72.5-�ys.�.5 � � ��� N f ' � i - � //�''"� , � I ; � ` t .�.... a...w ..�► �..,r ��'����0, ' s� � EXlSTING R1DGE}�T 72.5' ' ' � ; � «r....... -- -.. ......• ���'_' � , � EXlSTING GRADE BELOW R DGE AT 43.5' ' � t 72.5-43.�=29 � ' ; . � � c � � � � �� � � , . � ' i 4 � ; 'EXfSTING �5' - , t � ; NEW MASTER DORMER RiDGE EL ; ; � TO MATCH EXISTING RtDGE AT 72.5' i � %RtD�GE T 41��gELpW$ - ����� � 40 � 72 5 T41��--31.RADE BELOW APEX AT 41' i 2 ' � j �'-�t� �� + 12 ; r 72.5-4i =31.5 � � _ � ; ' ; .� ( � � t �� L - ' , �, •'� 1e. �-., ; 'r _ NEW ENTRY TOWER APEX ELEVATlpN ; � � �� TO MATCH EXISTtNG RIDGE AT 72.5 ; �� �� �}�� � ' EXISTING GRADE BEL�W APEX AT 40.25' ' � V ; + ; � 72.5-40.25=32.2b ' + � ; ; ; . , : 38 � _ � k I ' ' 1 1 � i �� � a � t ; = r:• 1 ; O ; � I � � _ 16 '-- ' - � ---,-� � �� ' ����'� }� � � ; _. ....� ; ; --��-�-"��-��� �G � � � � I � _ � I , � - - . ; ' . ; 36 -'" � -��'J������ �,'� ' '�2 ' . _ 40 �. j �}»-. .. , : '' 1 � �i��-!� r ' ' :� � � : .� : �� ' � R � � ; .:t'-:s.. .�. :s� :f:; ..,5 ;`•-:tj . . ° - � ///yyy rj{j��/}!���//'�� /// y�^��"/�; � � ///�� ( �/_�,/'q� ' �''t=��::'�t'i' "':i`s't'�•;'.`;:�i:'. �s• :t �••�i•`- ', • p ; � �i �����\!'�VVi � 1 • ' ; �. �.� �����/ �N J � -V-�Y '��' ����� J� - /_.'f � '•� •f t\" :_ .t S •.��.!:: 't' •1•�, �.t•t 1V. � ' � ��� �� � •� ; , �' , � ' � yi, 'i:•t f: r: ���: f jt�.� '. � � I�� , � 6 � ' --- - �--- ._ �. ,l���� _ M- � ; .-::,--,'� `•:�z�• .:. .,:: ;;:�:�:� •� ..��;:� _::, ' b � 1 � i I ��' � 8 � � � �• •s+��f��r �'S, ��:.'���.t,�,:��r,��i�S �i:: 's. "�� '.:�.t � ��.- ���' � ; - ° - �...�....� �, ��THt�I �.���� �'t�.�t����-�-�.�2�� :`=�' '' ::' ' � � � _ , -- ----- -- 3� "� ( �'• �t`�';_=:t`''`:�� ;•:° '-, t::�_ � � 38 ��. .%� ' �� 4-�✓ �I-� � ._::: : ::• .�� �.r r..•. .; • : ,� .�•.,: . : , r � ; � � �•.�,t�. »�•' `t;- .��•,;:• '';'�� •* :s:F'��'�•°s a?.� • 3 � ��� � ' ` �r��_�� - �=: .:?- t� ::�::s��'`'��.. ;..., :i: :� ::.� , .� 13 , �.� ► , .,s. •g�:t�'•'�•: ,�� ��;:tr �e• .. � :•' .�.=�.� y•�ti � , � �, , � ,,.-' .�' _ " --����-��..��'r�_�_ � �r9`���' � ' ., i F %�• ^' -%.�•��=:%`y'::.' �f:•',.;,,.{�.:jsi.:�j? . � f (- � ' { ' • t 1537.41 s ft -� � , , � � C .�.{�,,��' � ��i�`,'� .:-.: =�: .: =,��.� :t� ::�. �,�:.�,;..: ..�.;.: � i ! � � .:'��_;�' �:t�:�''�• -_ •:,�, ..:: -s+ � �-v: + �: � ; ' ' /��* " C���7�� 1�� �i_ _' " �'r�� *+'"'�� � - ';ti...'�''�• �:�:..� -�_.�°;' • . '. :• . y., . , � � ��� ', �`i ` + GO6�}�� ► � ' . : ::� .;�� �.. ., •�;+`;=•_••.:�� �.fa�'���' .. � .t;et. t� .a'' i / � `, � �i ��� �� • _•� .:.. :. � •}� j� .S:� i i7 i J'�,,• 9 � ���; :�:;;:j.�-•-: °'.�:•'=`; ...:��- �, .:.,; ��:;�:. . , 36 ,. LlMRATfON OF WARRANTY OF ARCHRECTS WQRK PRODt1CT t � � � �� i � � �`�.�� .�` ^;��,:' �,�'��•t•'s=?:'t'•'=:.�`r,� ���'��:i"��`;�: ;� ~`. � ,; � $ �'19 Afd1�ECt Afld�S COfTSU$9i1tS d0 ifOt W81TAf'#OF QUBF�It89�18 SCCUfBGY P�� i , ;-'' � ° � ��� ;'ti •i •'':r.�� :ti''.•�.t' .i•' 'Y`'.,� , , �� .. ,. �''.- f � \ %i�. s=:� t •.: • J,+ _ .�j•� •:.• �'l' !p., : � f19f8�1 h9�f�8 f9880�6 C� �&�7 Rl�$�CBar O�#11Si�881Cfl8,�Of i�iSCf8�t1CIAS 8f8 f0l7i1� � ' 1 .�,�s�^ �g�p�g t0 eX'tst Witlnn _ � � 7�` _,s= :,• ,;:r:,�:.,:'.'t .:.� _,.:- ,•,:;�.: .. ;t: : �;r:= t .:. ,r- 1 the worlc produd,the ArChfted E�81t be prompSy noflfified. Ffll�r@ t0 prOmptly noUiY itte Archi#ect ui BuCh COnditbr�s f '� ' , ���.� � EXIST1NG DRlVE �""=� �`�=�- _.,:'"`���`�;: :.����''�.�.:`:::::��':, � �: �,:- • ;,: � ������►�,y���y�n,���,���ni��. � � � •':~.7 �t;e �_;.:;•,' % - , ' •• �;�:.:": • .' :: °=:: .-� � � Ac�ions taken wlthait the lawwledge and cortsent of the AtehiEed.ar In contredk�on P� �� �: ;�: ;��' , :.:��t •:• 'ti ;•:t"' ,:; .-'" � � � �� /♦ ` � � -'�;t�:f:_ •1 � :• •�•�.'�,•t;`;�:�:i� ;�.:''�'�z;.�:. •:�.- •a`" t�; '" ' i or recommendationa shaA 6ecome the respansibt�tty not pF the Archltect. �8� 8 WO!'�t Ut� ° ' • ` �• , . h y but o#the said acbon. ; ,.- �� ,� •:= :•_%=_ `:.�:::':-.."'' '�� '~�='••'ti'�:�"•�:':ti�;i`;=; 1 COPYRIGHT O Z002 D.H.RUGGLE8 ANQ A�Ot:�1TES�i3C I ; .� • �'•� •} �ti'•.'.:, ti ��"•• - I i NEW HARDSCAPE �; ;:::,.f:���:: :.. .� .;, .. .::. , . � �° �� _ � � ;;.;:, :� �.,:.�3�,,�=:..;,w��.� :•,: .s;_,,r r :;�.::�... . '� � '°•: ;.'`:�:� -:}.•. . . . ,,• :: :;M. :'"• .:�..• ^' ;�s: _ � The use of au�rsiarmaoon be�drswn or wridten ttierein shaH be reahicted to the aigfna!project site for L 1537 41 sq ft `�:= =::���: :R�r �_���_=�: �_.��::���-�:;�� �:' - t�t ���-� 't, ,���:::.:'-.�_�.-:. .,� . •. :' which safd lrtformation was and pubhcatlot�tl�reof�e axpressly Nmfied to sac;h use. Re�use, • ,;: �; }�;: �`s.;,, ::;`,"i' •';_:°�+"�="•' n�r�duc�n,or publir.afion�g�ytnetltod�ln whble or tn ,is w)tl�out the written�nt of D.H. . f�.p= �� �� �j ''`-`<'-'�`- .�''���c' ��=f';. .��Sj:,�; ;j� z:.i;f,� ''��I '�Q � R u g g l e s e�i d�a t e P C. l l tl e t o th e p 1 8[�s fe�lDS�D.H. tes 8t1d ASSOClBtes�PC Wilhout preJudlCe. _,. i Visual contact wi�these plans shaN corudtute prfma facie evider�ce t he a c c e p tance o f s a i d r e s tr l c U o n s s s t h e y , O� �� �Rt� I :=�:ti'._ : �`..�: :it'..`.`:. .t:�y�:�1 �,/' , ; � � T ��ss i �`� � :; ::�;:: •; ::,::�:�:�.:• ',.j:.. 9 appN to tl�er�ety of the irc�rtnation contatrred herein. ----- 1 ' + � � � ' -$ � +' �'`''=�• '.''"ti:`t.:;,:"?tii'���:ti.t .«;. � / ' • � � - 1� � ,'•�' • ��:i;i-..i'f''f',s;,y- ; � � �/ � lis'j"'�;\4 _ � , . � ��A ;:��:_� { : : - . �� � , �.�::�:{;;�:.:.�:�... -;:.:: - ,,��. � � 'r�,° :.+;:���:'� ';:`��" .a � f� C-� s�'- �, `���: ' � ; �:::� t��•.••j� �j.ti�,tjj r=,� :.t ' -' / i � `' '' :: :•:•��'= : '=''. / A R C H I TB C T S � NA�D �I . � , ..- :,•" t. : -',�::'' ' 1 � � •.�'i:":s`:-: . �o� - � S :• /' � ' '� ='�';'�•�°'�'t����; '�'• � - D. H. RUGGLES&ASSOClATES FiUGGLES -. � ::::.`;:;::. t; .��.;`:,,• - i _ � �a�1 ,, �� � �, '', •�°�' •x;::'•�{:': `•'ti%t:.t' s. / '�L4IVIADISOl�t STZLBGrPi SU3�103 ��\ � D� � ' , �L4 � ' ��� - �-93 , '' �S�`�:��4:;+i.��,,��t`'Y' •.j•,,:�� �� � T�[�P�iONF 90�9 9b6�-Z4610 ,�� � , 'v � �� 1 �' •j :�� 'i•� - � � \� � � (+�.-< ,F^a�. t .f'� ; •1r,"�: : �i�,: /� � �O�' PA�II4�.S 303 355-2546 ����(`,{� _r�'�, , � � I ; :1''•' � • :;.''ti�, �+' I � ��� � , r. �. ..r,.:,t;:�..�:�;.�0 6 A�� .,�o,,..�oH.t �o.:o�.T�o� , . ' ,. '' ::':'''r�;� �� �� - �crmLe. . � � '� '�-• ' •• � � ,. 5 _ � , . � r- �°"� � - � SPRIGGS RESIDENCE _ . 4 f _ � ' � � '�� , ��'� ADDITIUN AND REIVIUDEL . - � � ' � �" '��� 1477 PEN GR�VE LANE _ I -� 9 � _ � . _ .� v�, coLor�.Do w - , . _ - _ - _ � �,- � 5 �,,,�,�. - � � , �- SITE PLAN: HISTt�RIC GRADE 4 St�E PLAN. EXISTING + PROPOSED NEVI� � , .��� _ _ - �"`� AS SHOWN �� - �,��, wuwn• OATE. 5.15.02 = - � � soo2.004.sss �«�: �►�: H0. pBV�81QN. DATE: , , �.�� �,� A1. - _ ___. • _� ���` �� s �.�� �,.� � , 1 SiTE PLAN . ������� -� � . 1 SITE t�LAI� . �� �� _ A1.1 1" = 10' A1.1 1" = 10' � - , � � , � i t � --- - - -- _, _ � . ,� . � • 3 F�UNDATI�N NU1'ES : o KEYNC3TE� : O 2 �R�#MIN� N�TES . A1.2 A1.2 _ A1,2 1 DOWEL NEW FOUNDATION TO EXISTING USlNG (2)#5160 BARS TOP AND i: FRAMING LUMBER: 1. uVE LOADS USED IN DESIGN: BOTTOM DRiLLED-IN AND SET IN EPDXY GROUT A: FLOOR TO BE ENGIIVEERED"i"JOIST(SEE ENGINEERED a WIND 85 MPH,EXPOSURE�B' 2 NEW FLOOR FRAME: 11 7/8"TJI 350 PRO AT 1 S"O.C. s. �+�n-�ouA� ZONE I FRAMING PLAN SUPPLIED BY MANUFACTURER FOR FiNAL 3 24°WIDE X 10"X CONTINUOUS CONCRETE FOOTING WITH 2 X 4 KEYWAY SIZE AND SPACING) INSTALLED PER MANUFACTURER'S D. OR 40 SF CONTINUOUS. PROVIDE AND INSTALL(1)#5/60 BAR ACROSS BOTTOM 1/3 SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR OF FO�TING TURNED UP 1NT0 WALL A MINIMUM OF 18". BOTTOM OF ' REQUIR�D BLOCKING,FlLLERS, AND NAILING 2. CONCRETE: FOOTING TO BE 3'-0"BEtOW GRADE MW IMUM REQUTAEMEM'S&LARGER. A. ALL CONCRETE FOR FOUNDATlON WALLS,CAISSONS,AND GRADE BEAMS SHALL BE MADE R WITFt TYPE 11 CEMENT,STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH 11V 4 8 THICK CONCRETE FOUNDATION WALL WlTH (2)#5/60 BARS TOP, B: ALL DIMENSIONAL FRAMiNG LUMBER SHALL BE HEM-FiR#2 28 DAYS. CONCRETE FOR SLABS-ON-CiRADE SHALL BE MADE WITH TYPE I CEMENT,ST�NE AGGREGATE BOTTOM,AND MIDDLE. PR�VIDE(1)#5/60 BAR VERTiCALLY PLACED AT ` OR BETTER,2 X 4 STUDS AND PLATES SHALL BE HEM-FIR AND SHALL DEVELOP 4000 PPSI COMPRESSIVE STRENGTH W 28 DAYS AND SHALL HAVE A MAXIMUM 1NSIDE FACE OF WALL. 'STUD GRADE"OR BETTER. SLUMP OF 3 i/2"AND A MAXIMUM W/C/RATIO OF 0.45 5 DASHED LINED iNDICATES AREA BELOW IN EXISTING FOUNDATION WALL 2: LVL BEAMS TO HE INSTALLED PER MANUFACTURER'S REQUIREMENTS 8. ALL REINFORCINQ BARS SHALL BE ASTM A615-CiRADE 60 SAWCUT TO PROVIDE CRAWL SPACE ACCESS TO CRAWL SPACE UNDER . 3: ALL HEADERS TQ BE(2)2 X y 0's UNLESS NOTED OTHERWiSE C. CONCRETE PROTECTION FOR REINFORCEMENT(UNLESS OTHERWISE NOTED): NEW FLOOR FRAME. OPENING TO ACCOMMODATE CRAWL SPACE 4: PROVIDE(2)2 X 4�s OR{2)2 X s�s MINIMUM AT EACH END OF HEADERS y) CONCRETE POURED AGAINST EARTH.3° ACCESS PER CODE(ROUGH CFZ4WL SPACE ACCESS OPENING TO BE 33"X AND BEAMS UNLESS NOTED OTHERWISE 2) CONCRETE POURED ItV FORMS BUT EXPOSED TO WEATHER OR EARTH. 33°(30^SQUARE FINlSHED OPENING)TO ALLOW FOR 2X REDWOOD 5: SOLtD BLOCKING AT ALL BEARING POINTS&FtLL AREA LARGER THAN A) #5 BARS AND SMALLER:1 7/2° WRAP. ENC3i1NEER HAS CONFIRMED THAT NO ADDITIONAL (2)2 X 4'S B} BARS LARGER THAN#5:2° 3� COtUMNS,tiiRDERS,AND BEAMS(PRINCIPAL REINFORCEMENT,TIES AND REINFORCEMENT WILL BE REQUIRED T�HEADER OFF THIS OPENING SO G: PROVIDE RIM JOISTS AT END OF AL�FLOOR JOISTS UNLESS NOTED STIRRUPS):1 1/2" L4NG AS A MINIMUM OF 18"TO 24"OFFULL THICKNESS CONCRETE WALL OTHERWISE �4) SLABS AND WALLS:3/4' REMAINS ABOVE ROUGH OPENING SAWCUT INTO FOUNDATION WALL. 7: ALL MEfAL CONNECTIONS TO BE°SIMPSON°STRONG TIE OFl EQUAL D. NO SPLICES OR REINF�RCEMENT SHALL BE MADE AND NO WEI.DING TO REINFORCING NOTE CLOSET IS 2'WIDE. A P�RTION OF THE ADJACENT CHASE TO THE 1$'-6" 8; ALL EXTERIOR SHEATHING TO$E 7/16"Q.S.B. OR EQUIVALENT WaLL SHALL BE PERMITTED,EXCEPT AS DETA(LED OR AUTH�RIZED SY THE STRUCTIlRAL ENGINEER. EAST MAY BE NEEDED TO BE USED TO ACCOMMODATE THlS OPENiNG. 9 ALL EXTERIOR WAL[�S TO BE FRAMED AT 76"O.C.WITH DOUBLE TOP LAP SPLICES,WHERE PERMtTT'ED,SHALL BE A MiNiMUM OF 38 BRR DIAMETERS. MAKE ALL BARS LOCATE TH1S lTEM WITH FIELD DIMENSIONS OF EXISTING g 15 PLATE AND SINGLE BO'tTOM PLATE CONTINUOUS/kROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL S1ZE AND SPACING BEDROOM CLOSET AND EX1STiNG ADJACENT CHASE/FURR-OUT .- E PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCtNCi AT POSITIONS {N BATHROOM $" 8" 10: ALL INTERIOR BEARING VtIALLS TO BE FRAMED AT 16"O.C.WtTH SHOWN ON THE PLANS. DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE F. PIACE(2)#5 BARS WITH 2'-o"PROJECTiON AROUND ALL OPENINGS tN CONCRETE. s AREA flF EKISTtNG HOUSE FORM TO REMAIN _ _ ,�.,,r.,� ,r-,�-.p.,t� _s,�,__,w�,�=.._-�,,��r : -�_,y,, �1: ALL INTERIOR NOfY-BEARtNG WALLS TO BE FRAMED AT 16°O.C.WITH G. SLABS AND BEAMS SHALL NOT HAVE.tOINTS IN A#iORiZON'FAL PLANE. ANY ST(?P IN 7 AREA OF NEW FOUNDATION AND FRAMING FOR NEVN KITCHEN 4 �� �. �N �F �� CONCRETE WORK MUST BE MADE AT CENTER OF SPAN WITH VERTiCAL BULK HEADS AND HORIZONTAL g LOCATION OF NEW COLORED CONCRETE STEPS SH�WN FOR �_.`�`_x�n�._ ,:�Y "�` ; ..' - -„'�'`���,:".".`r� . o . _ _ , v StNGLE BOTTOM�tND TOP PLATE �4 ? . . A • •. r • � .� • ,� � ,+ � �a ( : ._;�.� ,� �-�,�.�:, - _ --_ � �::�- -�� : ,� ��'��: �. � .� � _ - #2• FRAMER RESPONSIBLE FOR MISSING PLUMBING AND HEATING RUNS x�rs.UNLESS OTHERWISE SHOWN. ALL CONSTRUCTIOt�JOINTS SHAtL BE AS DETAILED OR AS REFERENCE. REFER TO fLOOR PLANS a4 ,d � � 13: MULTIPLE MEMBER AITACHMENT: APPROVED BYTHE ARCHITECT. 9 SHADED AREA INDICATES: (2) MEMBERS- GLUE AND NAiL WlTH (4) 10d NAILS AT#6"O.C. H. CONTINUDUS BARS IN WALLS,BEAMS AND CiRAQE BEAMS SHALL BE SPLICED AT MIDSPAN t � { POH TOP BARS AND OVER THE SUPPORT FOR SOTCOM�ARS. 4 X 4 X 1/4"X CONTINUOUS GALVANIZED STEEL ANGLE TO SUPPORT NEW I I I 1 I I 1 1 I � � .• � t3)MEMBERS-GLUE AND BOLT WITH 1/2°DIAMETER THRU-BOLT ,1, GONTRACTOR SHALL PLACE{3j�5$ARS VERTICAL FllLL NEIGHT OF WALL AT HfGH SiDEOF ALL�itALL STEPS STONE VENEER. ATTACH STEEL ANGLE TO FOUNDATION WALL WITH 3/4° 4 i i � i i t i t � i i � t ( -: 6� I AT 16"O.C. STAGGERED HIGHER THAN 4'-0'iN ADdITION TO WAtL REWFORCEMENT SHOWN OTHERIMSE. DIAMETER STEEL EKPANSION ANCHOFlS AT 16"O.C.WITH MINIMUM 4" � I 1 I I I i I I � I t � 9: �j (4) MEMBERS-GLUE AND BOLT WITH (2)1/2"DIAMETER THRU- K. FOUNDATION WALLS WITH A NHDQLE LINE SHOWN INDICATE A 6°WIDE LEDGE FOR STONE VENEER ON THE EMBEDMENT,DRILLED-IN AIND SET IN EPDXY GROUT. A;NGLE TO BE l . I ;' � BOLTS AT 16A O.C. STAGGERED EXTERIOR SIDE OF THE WALL. LOCATED A7 AN ELEVATION TO ALLOW STONE VENEER TO BE TAKEN TO � � � � � � � � � � � � � 14: NON-LOAD BEARING WALLS OVER 14 FT.UNSUPPORTED HEIGHT TO BE i. FLOOR ELEVATIONS SHOWN AHE AT TOP OF 3LAB OR AT TOP OF PLYWOOD 6"BELOW GRADE MINIMUM. ADJUST HEiGHT PER EXISTING GRADES. ( ( � I 1 � I I I � � FRAMED WITH 2 X 6 STUDS M. ALL FOUNDATION WALLS SHALL BE ASSUMED TO BE 10°WtDE UNLESS NOTED OTHERWISE. PROVIDE(2) CMU STARTER COURSES MAY BE USED UP TO 6"BELOW GRADE TO � 15: LOAD BEARWG WALLS OVER 10 FT. UNSUPPORTED HEIGHT TO BE ���S CONTINUOUS 1N TOP,Bo7TOM,MIDDLE,AND AT is"O.C.HORIZONTALLY. PROVIDE(1)�5/60 BAR AT 16"O.C. • ., I VERTICALLY. B.O.WALL TO BE 3'-o'BELOW GRADE MlNIMUM. REFER TO SOILS REPORT. REDUCE NUMBER OF ELEVATIONS CHANGES IN ANGLE PER I � � � � � � � � � � � � � � ~ FRAMED WITH 2)4 fi STUDS N. ALL SLABS ON GRADE ARE 4'THICK CONCRETE WfTH CONTINUOUS FIBERMESH flEINFORCEMENT UNLESS GRADE CONDITIONS. CONTRACTOR TO ARRANGE FOR Z � � � I I ( I I � 6, NOTED OTHERWISE. SEE SOILS REPORT FOR ADdR10NAL REQUIREMENTS F O U N D A T I O N S U B C O N T R A C T O R T O C O N T A C T S T R U C T U R A L 16: JOIST HANt3ERS: � � i � � � � � � i F � :• � SINGLE 11 7I8"x 1 1/2""I"JOIST--ITT2i 1.88 P. PROVIDE 1/2'EXI'ANSION JOINT MATERIAL BETWEEN SLABS AND FOUNDATION WALLS TYPICAL,112^ ENGINEER/ARCHITECT TO DISCUSS EXIST{NG GRADES AND LIMIT � � � � DOUBLE 11 7/8"x 1 1!2""I"JOtSTS--MIT211.88-2 SEALED EXPANSION J�INT TYPICAL BETWEEN RETAWING WALLS AND fOUNDATION WALLS. THE NUMBER OF ELEVATIONS CHANGES IN THE STONE VENEER I � I � 1 � I � I ' ' � SWGLE 11 7/8°x 1 3/4°"1°JOIST-- ITT11.88 t]. FOUNDATION WALL STEEL REQUiREMENTS: SUPPORT ANGLE TO A MINIMUM. - � FOR WAILS 4'HIOH OR LESS: 10 EXISTING FOUNDATION RELATIONSHIP DIAGRAM PROVIDED FOR �' � I �� DOUBLE i 1 7J8"X 9 3/4°"1"JOISTS—M1T4i 1.88 (2)�6/60 BARS CONTINUOUS AT TOP,BOTTOM,AND MIDDLE HORIZONTALLY,(1)#.5/60 BAR t 1 1 I 1 1 t 1 I 1 1 1 I �, i 3 � , ; � 1 I I � 1 � � 1 � I I I � � 3 C� i 7• COOR NA�TE BRA�CI G C�NQIT ON WITH STR�UCTUF�A�t ENC�I EERE• FOR WALLS TALIER TNAN 3�LY� THE 3T ONE YEN ER'T O KC P TICIETEX 6TINC STI7CCOAAND�STONE NvT E � 1 � � i � � i � i � +_ � J (2)#6/60 BARS CONTINUOtlS AT TOP AND BOTTOM,(1 j#5/60 BAR AT 12"O C VERTICALLY, SAME PLANE. NEW STONE IS TO BE iNSTALLED TO PROJECT THE , t '�� l { � � a END: AND(2),#5/60 BARS CONTINUOUS AT 18'O.0 HQAIZONTALLY,VERTiCALS i'CLEAfl FROM INSIDE FACE OF STONE THICKNESS OUT FROM THE FACE OF THE NEW CEMENT STUCCO 1 � '• ! � I I I I ( I I � I .' �� � W�- 71 NEW 4"THICK CONCRETE TOPPWG TO BE PQURED OVER EXISTING AT A a• � � � � � � � � � � � � � 1 FOR WINDOW BLOCK-OUTS/OPENINQS IN FOUNDATI�1 WALLS: , : ; STRUCTURAL ENt#tNEER TO REVIEW FINAL ENGINEERED PLANS. CONTRACTOR TO aN ADDITION TO REINFORCEMENT SPECIFlED PLACE{1)#5160 BAR 3'OFFSET'IYPICAL AT PORTION OF THE BACK OF THE GARAGE AS INDICATED TO PROVIDE A 8 , � I ( I � I � I I I � I � � ' ~ SUBMIT A COPY OF FINAL ENGINEERfD TRUSS DRAWING&TO THE TOWN OF VAIL BUILDING ALL SIDES OF WINDOW BLOGC-OUTSIOPENiNGS IN FOUNDATION WALLS. RAISED PLATFORM FOR CABiNETRY. THIS 4°THICKNESS IS TO � � 7 DEPARTMEM'AT THE FRAMINC 1NSPECTION. R. ALL CAISSONS TO CEMER UNDER WALLS OR COLUMNS UNLESS OTHERWISE NOTED ACCOMMOQATE THE 4"DEEP ELEVATOR PIT REQUIRED. CONFIRM � i � i i i i � i ► i i U ' S. A L L C A I S S O N S T O B E 1 2'P 1 W i T H(3)#E 6/6 0 B A R S F U U.H E I G H T&#3 0 T I E S A T 3 6",S E T W I D T H O F T HI S ITEM WITH OWNER PRIOR T O POURING TO ASSURE THAT MINIMUM 6'INTO BEDROCK,MINIMUM LENCiTH 20'. PROVIDE 4"VOID FORM BELOW WALL BETWEEN CABINETRY REQUIREEMENTS ARE ACCOMMODATED ,�- .�� .,w....,.�_,.k..::�_.:.�.,�._.. _. .,��.... ��-_��,.y-,�- ,. � ..�.��.�., .�v :=�: „ .�.. = - - - - - - - _ - - - - - CAISSONS. 12 .�.�_,,.-V�.�r�. „,_�.K y._x..n...„ . Y.�:,,.�._�« � � _: �.. >:. :�:,��:, :.� {..�.�f • �-. .M� � �-�._ _-,�._;..:<,, _;:,� ..q.a,r ,�. .� _, ._ -� 6"'fHICK X 4*DEEP CONTNUOUS CON RETE GURB-WALL UNDER � � � PERIMEfER OF ELEVATOR SHAFT WALLS. PROVIDE (2)#5/60 BARS = S. STEE�: CONTINUOUS IN CENTER OF CURB-WALL. DOWEL NEW CURB-WALL TO �' :� s TUBE COLUM SLWHICH SHALL�CC)NFO M TO ASTM A500,G'RADE B,ALLL OTHERS SHALL CO FOfiM TO A36 EXISTING SLAB WITH (2)#5/60 BARS EACH SIDE SPACED AT THIRDS, � `� LA'fEST EDITIONS ALL COLD-FORMED STEEL SHALL CONFORM TO ASTM A570 GRADE 50KS1 FOR 16 DRlLLED-1N AND SET IN EPDXY CROUT r 5 � CiUACiE AND HEAVIER AND AS'FM A570 fiRADE 33 KSI FOR 18 C3UA�E AND U�HTER 13 10"THICK CONCRETE FOUNDATtON WALL WITH(2)#5/60 BARS TOP, � 2���r B. STRtJCTURAL STEEL SHALL BE DETAILED,FABRICATED,AND ERECTED IN ACCORDANCE 9 5�_�1�4� W CE ST PROVISIONS OF AISC MANUAL OF STEEL CONSTt�UGTION AND AISC CODE OF STANDARD BOTTOM,AND MID��E. PROVIDE(1)#5/80 BAR VERTICALLY PLACED AT � INSiDE FACE OF WALL. THIS FOUNDATlON WALL iS THICKENED TO � C. USE STANDAAD FRAMED BEAM CONNECTfONS WITH 3/4°ID B�LTS(OR WELDED ACCOMMODATE 10"WALL THICKNESS ABOVE{6"FRAME+4"STONE - EQUIVALEN'n UNLfSS OTHERWISE NOTED. SELECT CONNECTIONS TO SUPPORT ONE-HALF THE TOTAL VENEER)SO THAT A STONE SILt CAN BE INSTALLED TO LOCATE: �� UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN. THE EFFECT OF CONCENTRATED LOADS (1) EXPANSION JOlNT ON THE F.RONT OF THE WALL BETWEEN .� SHALL ALSO BE CONSIDERED. THE NEW COLORED�PA'tTERNED CONCRETE AND THE � D. ALL STEEL COLUMNS T�HAVE BASE PLA7E 3f4)d 5 Xi 0'-10'WITH(2)3/4"f�)d 8" STONE SlLL. :A EXPANSION BOLTS. (1) EXPANSION JOINT ON THE 1NSIDE FACE OF THE WALL 1� 11 =� � Woap. BETWEEN THE STONE SILL AND THE STANDARD GRAY � A. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS-GRADED,KILN DRIED,DOUGLAS CONCRETE IN THE GARAGE SO THAT THE GARAQE DOOR IN • •�►• • FIR,HEM FIH OR LARCH L�RADING SHALL BR AS PER"NATIONAL DEStGN SPECiFICATiQN FOR STRESS- THE CLOSED POSITION CONCEAd.S THIS TRA�NSlTION. � °- GRADED LUMBER AND ITS PASTENINC�S°BY NATIONAL FOREST PRODUCTS ASSOCIATlON. 15 SHADED AREA INDICATES' � 1) ALL JOISTS,BEAMS,COLUMNS,AND HEADERS SHALL BE STRESS-C3RADED`NO.2". 4 X 4 X 1/4"X CONTINUOUS C�ALVANIZED STEEL ANC�LE TO SUPPORT NEW Z ; � 2� ALL 2 X 4 WAI1 STUDS AND PLATES SHAI.L 9E STRESS-GRADED'STUDS". FLOOR FRAMING. ATTACH STEEL ANGLE TO FOUNDATION WALL WITH 0 0� � `� 3) ALL 1lUALL STUDS AND PLATES LARGER THAN 2 X 4 SHALL BE STRESS-C�RADED 3/4"�3 STEEL EXPANSION ANCHORS AT 16"O.C.WITH MWIMUM 4° � o a er ' 12 " `�`10•2 • EMBEDMENT DRILLED-tN AND SET IN EPDXY GROUT. ANGLE TO BE U Z � + � g ALIGN �� 4) ALL BLOCKING AND BRIDGING MAY BE STRESS-GRADED'NO.2"OR•NO 3°. LOCATED AT AN ELEVATION TO ALLOW STONE VENEER TO BE TAKEN TO o ,� � ALL SILL PLATES BEARING ON CONCRETE SHALL BE REDWOOD PER BUILDING 6"BELaW GRADE MINIMUM. ADJUST HEIGHT PER EXISTINC.,GRADES. v e� - - - - - - - - - - - . . a. . , CODE. � F � s��• ��_8��• NO PRESSURE TREATED WOOD I&TO BE USED OIV THE PROJECT. m m �p 5�_21�40 `9 8. PROViDE 1 K 4 CROSS BRiDG1NG NOT OVER 8'-�"ON CENTER FOR ALL WOOD JOISTS AND �i S u�S ` SOLID 2X BLOCKING BETWEEN JOISTS AT SUPP�RTS. G O !� C. PROVtDE DOUBLE JOISTS UNDER ALL RARTITIONS RUNNING PARALLEL TO J015TS AND � LL SOLID BLOCKING BETWEEN JOISTS UNDER ALL PARTITIONS RUNNING PERPENDlCUL/�R TO JO! . :� ,� D. TfMBER C0(�1NECTORS CALL.ED FOR ON THE DRAWINGS ARE AS MANUFACTIIRED BY � SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE tlSED IF THEY ARE ICBO APPROVED AND THEIR LOAD CPACITY IS EQUAL TO OR dREATER THAN THE CONNECTOR SPECiFlED, s � USE MANUFACTURER'S FURIVIISHED NAILS AND BOLTS. � � E UNLESS A STRONGER CONNECTION IS DETAILED,CONNECT ROOF JOISTS TO BEARING PLATES WfTH SIMPSON HURRICANE ANCHORS. . 2 F. ALL COLUMNS SHOWN ON THE 5TR1lCTURAL DRAWINGS SHALL BE CONTINUOUS UNLESS .� OTHERWISE SHOWN •„ G. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDINQ TO THE tlNIFORM �' BUILDING CODE SCHEDULE UNtESS OTHERWISE NOTEb. ' ^� H. PLYWOOD FOR R�OF.WAtL,AND FLOOR SHEATHING SHALL BE DFPA GRADE- _� TRADEMARKED INTERIOR GD WIT#i EXTERIOR GLUE AND SHALL CONFORM TO STANDARDS PS 1-74 OF THE AMEF�ICAN PLYWOOD ASSOCIATION. RWG SHANK NAtLS SHALL B�USED ON ALL ROOF A►dD FLC30R Z .; SHEATHING. FLOOR SHE�THING SHALL BE GLUED TO JOtSTS AND BEAMS. ALL EXTERIOR WALLS SHALL w � HAVE ONE LAYER OF PLYWOOD NAILED WITH SD COMMON t�A1LS AT 6'ON CENTER ALONF PANEL EDGES � � a , AND AT 12°ON CENTER AT INTERMEDIATE FRAMIN�MEMBERS AND ONE LAVER OF 7/2°CiYPBOARD p Z �� NAILED WITH 60 COOLER OR PARKER NAILS AT 8°ON CENTER AT ALL SUPPORTS. PLYWOOD SHALL BE N � -. 3/4°AT ROOF WiTFi(3)LAYERS OF 1/4°THICK PLYWOOD AT FLARED LOW EAVES(OR EQUNALENT `� THICKNESSES TO ACHIEVE FLARE AT LOW EAV�,3/4°THICK AT FLOORS,PLACED WCFH 8'-0" � � � DIMENSIO�!PERPENDiCULAR TO SPAN OF FRAMINC3 MEMBEHS AND WITH END JOWTS STAGGERED. NAIL O � � , WITH BD NAILS AT 6°ALONG PANEL EDGES AND A'f t2"A7 INTERMEDIATE FRAMING MEMBERS. � � ` � � d. LAMWATED BEAMS: p 1 � 1) ALL LAMINATED MEMBERS SHALL HE FABRICATED WlTH LUMBER OF ONE OF THE LL � ` � FOLLOWING SPECIES.WEST COAST DOUGLAS PIR,WESTERN LARCH OR SOUTHERN PINE IN A°24F' COMBINATION. _. 2) LAMiNATED MEMBER SHALL BE DETAILED AND FABRICATED it�ACCORDANCE WITH � : � 6'-4" 6'-1 1�" :� THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTIJRAL GLUED ,. $' $" ;� LAMINATED LUMBER.PUBLISHED BU THE AI'fC AND THEAPPROPRIATE LUMBER PRODUCERS' -� o ° ASSOCiATtON. , 9 I 1 � '' COMBINATION 24F LAMI ATED MEM ERS A E AS FOI.��W�FOR ORY CONDITIONS OF U5E FOR _� � � P Y_r � 4) LAMINA7ED MEMBERS SHALL BE BUILT Ut'USING 2°N�MINAL MATERIAL. � — — — ! � - - � 5) LAMINA'PED MEM6ER SIZES SHOWN ARE NEf;OTHER MEMBER SIZES ARE NOMINAL. , . ; .. � N � L_ l o� K RREFABRICATED WOOD�'RUSSES SHALL BE CONSTRUCTED WITH KILN DRIED MEMBERS � ,V ' TEEFH AS APPROVED BY THE � ••o+ • o • ` � ' v • • •' ' � ' • •• � �`' ' ' ( • � TRUSSf PLATE INST TUTE VANIZED STEEL SiDE PLATES WITH DEFORMED STRUCTURAL ENGINEER: ,. b� .a. � `f . �P. . �'. ��. . - r{+ � �~' • i • r tiy. . �',. .,� +. ,Y. . . �.,. " - `. " _'"=i5:.k:a - r� ;a °• �- • • ��' L. BEAM POGKET ELE1/ATIONS TO ACCAMMODATE 12"STEEL SHIMS UNDER WOOD BEAMS,112" 4, P C — _ s a L � _ _ _ _ J ap SEPARATION BETWEEN WOOD BEAMS/FRAMINCi AND CONCRETE PER CODE r, Z E I L E R-P E N N O G K, I N C./O H A JV•o°" •NO T � 3 P� ., � n '� ARCEi1TECT5 - � NGINEERS Qe-p���y ��� 8 .�_� b� ��ALL MASONRY BLOCK UNITS SHALL CONFORM T�ASTM C90 MASONRY BLOCK UNRS �o �•: �� � BELOW GRADE AND ALL EXTEF�tOR WALLS SHALL BE GRADE N-1. 1NTERIOR MASONRY BLOCK WALLS � e i 2 1 s�' 1� ;: - l 3 4 NOT EXPOSED TO WEATHER OR EARTH SHALL BE t3RADE N-1 OR S-1. AU.MORTAR FOR EXTERIOR AND Paul R. Pertnock, P.E. ` s o-m �o iNTER10R.BEARINQ WALLS 8HAtL CONFORM TO ASTM C270,TYPE S.QROUT FOR MASONRY BCNdD BEAMS Princ�pal � �G\��0 . " 14 • AND PILASTERS SHALL BE MADE WITH STON�AfiOREt�ATE AND SHALL DEVELOP 2500 PSI •e �DyA�E.�O , • . �� >,, COMPRESSNE STRENGTH IN 28 DAYS. .... A 1 ! '- B. HORIZONTAL AEINFORCINO iN ALt MASONRY WALLS SHALL BE STANDARD DUR-O-WAL,OR 2727 Bryant Strest,�600 (303)455-3322 �F Cfl eN eppanvFa Enuat sPaCED AT�s°oN CENTER.EXCEPT AS NOTED ON THE DRAWINGS. VERTICAL Denver_Colorado 80211 Fax 1303)455-3708 Z ;, �� REINFORCiNG SHOWN ON THE DRAtNC�S SHALL EXTEND FOR THE FL1LL HEIGHT OF THE WALL AND SHALL = ; 4 BE CiROUTED IN PLACE,USiNt3 A MAXIMUM�F 4'-a"UFTS. PROViDE(1)#5 IN CiROUTED CELL AT ALL ___ ___.__.,�________.________________.______,._.__ ___ �. � in CORNERS AND EDGES OF OPENtNGS. WIARATION OF WARRAN7'Y OF ARCHITECTS WORK PRODUCT , J ; ; ; � �r a � � ' i C. FILL ALL V�IDS AND BLOCK CELLS S�LIDLY WITH MORTAR FOR A DISTANCE OF 24" • � BENEATH AND 1 Y EACH SIDE OF ALL BEAM REAC'F10NS OR OTHER CONCEN7'RATED LOADS. The Architect and his consuftents do net warrarrt or guararttee the aocuracy and compieteness of the work prcc��ct � _ �, �` ,, , herein heyond a rsasonable dHigence. B any mistakes,ommissions,and/or disuepancies are found to e�dst tinntn�n � {- , the work produ�,tlis Art�itect shaN be promp�1y not�f'�ed Faiture W promptly notif�►the Architect of such conditions � � � � 6. FOUNDATIONS shall absoNe the Archfteci fiom any responsib��ty tor the consequences of such fa�lure. � ; � `� � A. SOIL DATA WAS TAF�N FROM RECOMMENDATIONS SET FORTH W REPORT�33,93�BY CTL Adlons taken witFwut tlie knowledge and consent at the Architect,or in contradicUon to the Architect's work pro3�ri„ '+ � !THOMP50N,1NC DATED NOVEMSER 1,2001. or recommendations shall become the responsibility not of the Architect,but of the patGes taldng sax!acdon � 9 � 3 � • � B. MAXIMUM CAISSON END BEARING PHESSUf;E USED IN DESIG�N.25,000 PSF. COPYRIGHT O 40Q2 D.H.RUt3�LE5 ANQ ASSOCIATES,PC 'r,_� I C. MAXiMUM CAISS�N SIDE SHEAR FOR LENGTH OF PENETRATION 1NT0 BEDROCK USED IN �use af aN information be d chawn or written appearing herem shaU be restncted to the origmal projed sde for ( a � �Sn . �� DESIGN 2.500 PSF. which said infortnadon was and pubUcation thereof fs expressly IimKed t�such use. Ra�use, � ;� 3 D. MINIMUM CAISSON DEAD LOAD END BEARING PRESSURE MAINTAWED IN DESIGN:10,000 reproducUon,or pubhcatwn�y ethod,in whele or in part,isprohibited without the wntten consent of D H PSF. Auggles and AssoGates,PC. Titfe to the pians remams wrth D.H.Ruggles snd Associates,PC wdF�oui pretudice ::� ` ` ` . , , , . ', •,� � E EQUIVALENT FLUID PRESSURE 11SED 1N WALL DESIGN:50 PCF. V isu a l can t a c t w i th these p lans s h a l l cons t d u t e prirna f a ae e v i d e n c e of ihs a x e p t a n c e of said restrlcdons as they - ^ ,� u.,F-„, F PROVIDE 4"MINIMUM CONTlNUOU3 VOID SPACE BENEATH ALI.�RADE BEAMS. apply M the entlrety of tha intom�atlon coMalned herein, � CONDtT10NS R OR TO PL4 EMEIVT f OF FOUNDAT'ONS�GINEER'S OFfiCE SHALL ARPROVE SOtL BEARING 11 .� O � 3 � � e _ ds r 7. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST THE ARCHITECTURAL A R C �I I T E C T S � � _ � F -� _ _ _ — ; . 8. ARCHI'fECTS APPROVAL MUST BE SECURED F�R ALL SUBSTITUTIONS. D. H. R U G G L E S&A S S 0 C I A T E S ' , �. • .•i . •. °, : e;. . . �;�_..:_ __ ( 9. DU NOT PLACE BACKFiLL AOAtNST BASEMENT WALL.S UNTIL BASEMENT AND FJRST FLOORS ARE 7�3 MADLSON S1'REET,SIJP['S 103 - = IN PLACE. DBNVBR,COLORADO 80206�5417 _�— �� � NOTE.STANDARD CONSTRUCTION PROCEDl1RE AND�SHA REGULATIONSARE IN CONFUCT TBLBPHONH 3 0 3 3 8 5-24 6 0 o I I r ON THIS ITEM GOOFiDINATE ADDiTIONAL SAFETY FEATURES REQUIRED TO MEET THE 8 FACSIIVIIf.B 3 0 3 3 5 S-2 5 4 6 - � � = iNTEM'OF OSHA'S REGULATION ON THIS iTEM WITH CITY OF CHERAY HILLS VILLAGE,BUILDING A t l D F 8 f f 1 ON�L C Ol!O�A 7 I ON e •' � 1 � n •P et WALLS. SAFETY BA RIERS S OULD BE M15TALLED A&REQUIFIED TO PROTECT WOOFlKERS °P � l I I FROM FALLINQ INTO THE IXCAVATED AREAS. _ PROJECTmLE. n � °� � _ e _ , , ,_,�, , ; ... �"; , 10. VERIFY ALL OPENINGS THROUGH FLOOR,ROOF,AND WALLS Wl'TH MECHANtCAL AND ELECTRICAL p . � . ���T°RS. SPRIGGS RESIDENCE $ �- -. � � 1t. TtiE REQUIREMENTS OF THE LATEST EDITION OF THE'"OSHA CONSTRUCTION 5TANDARDS°SHALL ��L -�o ;, � . , r, r BE COMPLIED WlTH BY ALL CONTRACTORS,FASRICATORS,AND SUPPUERS. ADDITION AND REMO ao , o - 12. DURING ERECTION OF THE BUILDING,THE CONTRACTOR SHALL BE RESPONSI6LE fOR 1477 ASPEN GR�VE LANE s TEMPORARY BRACING TO WITHSTAND ALL LOADS WHICH THE STRUCTURE MAY BE SUBJECTED, " ' o INCLUDINC3 LATERAL LOADS,STOCKPILES OF MATERIALS AND EQUIPMENT SUCH BRACING SHALL 8E VL�1L� �OLOI�IDO • � I r LEFf lN PLACE AS LONG AS MAY$E REQUIRED FOR SAFETY AND UM'IL ALL STRUCTl7RAL FRAMING AND - , , N I � DIAPHRAt9MS ARE IN PiACE WITH CONECTIONS COMPLETED. � � I END: ���' ► . • FOUNDATION PLAN � KITCHEN FLOOR FRAMING PLAN FOUNDaT10N NOTES j,.�R 4,�„ s,�A 1,�„ FRAMING N�TES 13�-s° �`"`E AS SHOWN ��� PROJECT NC. DRAWN DA'[E. S.3.S.O�L 2002.004.535 �� DATE• , N0. REVI810N. DATL• ��•� 1 FOUNflATI�N PLAN : . A1.2 1/4�� _ 1� _ Q�� �.. " � � � ' - � \ i , � � R�OF FRAMING KEYIVOTES : DECK / ENTRY MA�S FR�►MING �CEYNt�TES : o KEYNC�TES : O 1a 4b A1.4 p�,4 A�.4 1 NEUV{2)MICROLLAM DORMER SUPPORT RAFTER 1 NEW MASONRY CHIMNEY MASS� PROVIDE 8 X 1S CMV LOAD-BEARMG 8 NEW 2 X 6 AT 16°O.C.LOAD-BEARINCi FRAME CONSTRUCTION WALL 2 NEW{2)MICROLLAM DORMER VALLEY RAFTER. TAKE TO EXISTING (3) CONSTRUCTION WITH(i)#4/a60 BAR VERTICALLY AT i6'O.C,DURAWALL BUILD 2 X 6 AT 16"O.C.LOAD-BEARING FRAME CONSTRUCTION WALL ON 1 3/4"X 18"MICROLLAM f�iDGE BEAM AT 16'O.C.EVERY OTiiER COURSE. OROUT CELLS SOLid PROVIDE TOP OF DECK FLOOR FFiAME TO REGEIVE STUNE VENEER BOTH S1DES, 3 EXISTING (3) 1 3/4°X 18"MICROLLAM R1DGE BEAM. CONFtRM CONDITION CONTINt10l#S BOND 6EAM WITH(2)#4/G0 BARS CONTINUOUS AT 4'-0' CONTINUOUS"ICE-AIVD-WATER SHIELD"FLASHING LAPPED OVER TOP, � OF BEAM AND EXISTtNG SUPPC}RT CONDITIONS PRiOR TO PERFORMtNG o.c.vERT'ic�tY AND GUT STONE CAP. REfER TO FLOOR PLANS.ELEVATIONS,sECT�ONs WORK 2 WS X 18 GRADE 50 STEEL BEAMiiVSTALLED fLUSH WITH DECK FFiAME: 10 NEW CiARAE?E QOOR HEADER•W10 X y 8 QRADE 50 STEEL BEAM f�OST AT WEST END T�BEAR ON NEW 31/2"TS POST iNSTALLED lNTO ElTHER END WITH 5'SQUARE X 1f4°TS 4 (1� 1 3/4"X 11 7/8"MICROLLAM HIP RAFTER EXiSTIN{�1 WALL 7'1 NEW CHRAGE DOOA FIEADER:W10 X 18 GRADE 50 STEEL BEAM. POST AT ' • 5 NEW(1)MICROLLAM DORMER VALLEY RAFTER. TAKE TO EXISTING NEW -MtDDLE PORTION BF_ARS ACROSS NEW CMU MASS. PROVIDE EITHER END WITH 5"SQUARE X 4/4°�rs VALLEY RAFTER EXTENDING TO RIDGE SOLID BLOCKING/STIFFENEf[S AS REt]UIRED tN EACH 12 2 X 10 AT 15"O.C.DECK FRAMING TO RECEIVE 3/4"T&G PLYWOOD 6 NEW W FILL ROOF FRAMING:2 x 12 AT 16"O.C. SIDE BEAM TO ASSURE CONTINUOLlS SUPPORT FOR CMU DECKfNCi OLUED AiVD NAILED TO FFlAME,BIMHEtVE 3000 MEMBRANE 7 (2) 2 X 12 AT 16°O.C. ARCHED STRUCTURAL RAFI'ER CONNECTtON. BEARING FROM ABOVE TURNED UP DECK WALLS 12"MMIMUM,1/S°PROTECTION BOARD, -EAST END GANT►LEVERS TO P1CK UP CHANNEL RUNNIN�NORTH COLORED,PATPERNED CONCRETE TOPPMIG WITH MINtMUM THICKNESS REFER TO DETAIL 3/A1.4 FOR ADDITIONA�INFORMATION. PROVIDE TO 30UTH FROM HOUSE WALL TO NEW CURVED RIM TO BE 3't/2"SLOPED TO DRAIPf TO SCtlF�PER AT WEST. REFER TO Fl.00H SOLID BLOCKfNB BETWEEN EACH STRUGTURAL RAFTER AT RIDGE CHANNEL ATTACH TO SIDE CHANNEL WITH STEEL'L° Puws,sECnoNS,ELEVATIONS 8 nOt used PLATE. PLATE TO BE DETERMWEq BY STEEL INS7ALLER. 73 2 X 6 AT�6°O.C.LOAD-BEARINC3 FRAME CONSTRUCTtON ENTRY MASS 8 (3) 2 x 6 COLUMN POSTED FROM EXISTINC RIDGE BEAM DOWN THROUCH CONFIRM WtTH 57AUCTURAL ENGINEER PRIOR TO WALLS:'TO RECENE 1/2"EXTERIOR SHEATHING BOTH SIDES,4'T�11CK EAST ELEVAT�R SHAFT WALL TO HEADER ABOVE EAST ELEVATOR INSTAIIATION STaNE i!EldEER BOTH SIDES 3 W8 X y8 CiRADE 50 S"t'EEL$EAM,DROFPED: - - 94 (8)1 3/4°X 11 7/8"MICROLLAM HEADEH OPENING AT FIRST FLOOR. POST HEADEF�T�FOUNDATION WITH(3) -T.o.BEAM=B,o.DECK FRAME �5 ENTRY MASS CEILiNO fRAMINQ TO BE 11 7/8'TJI i50 PRO AT iS°O C. 2 X 6 POST EACH SIDE. HEADER ABOVE EAST ELEVATOR OPENING TO � -wo�RoR�oH oF s�nn To BeaR oN cMU. PROVi�e 1tVSTALL SUCH'fHAT CENTER d01&1'BAY IS CENTERED ON BE (3) 1 3�'4"X 11 7/8"MICROLLAMS WITH (4)2 X 6 POST EACH SIDE SOLtD BLOCKING I STIFFENERS IN EACH StDE OF BEAM TO IM'ERIOR OF STRUCTUAE T�ACCONfMODATE OCULUS FED FROI�t YO (4) 1 3/4"X 11 7/8°MICROLLAMS. ASSURE CONTlNUOUS SUPPORT FOR CMU BEARWCi FROM (3)ALASASTER UGHT WELLS AS�VE. REFER TO$ECTIOIVS. GONTRACTOR OPTION TO USE W10 X 15 OR 5 1/8"X 13 1/2"GLU-LAM ABOVE ElEVATIONs -SOUTH PORTION OF SEAM CANTILEVERS OUT TO PROVIDE ENTRY MASS ROOF FRAMt(VG TO BE 1 3/4"X 71/4°MICROLLAMS AT 12° 11 (3)2 X 4's OR (3)2x 6 POST 1F WOOD BEAM USED. IF STEEL BEAM BEARING POiNT FOR CURVEQAIM CHANNEL �.0 WITH 3/4°T&Q PLYWOOD CQLUED AND NAILED,BIMHENE OPTION IS USED,THEN USE TS 31f2 X 31/2 X 1/4 COLUMNS 4 C8�71.5 STEEL CHANNEL AT WEST SIDE OF NEW DECK 3000 CONTINUOUS LAPPED aVER ED(QES 12'WlTH iB"THICK - 12 PRE-ENGINEERED. PRE-MANUFACTIiRED MASTER TRUSS. PROVIDE s ca x 1 i.5 STEEL CHANNEL AT EAST SIDE OF NEW DECK WITH 4 X 4 X'1/4 PROTECTlON BOARD. FINISH VENEER TO BE b1SCUSSED WlTH (4)2 X 6 POST TO HEADER BELOW CiALVANIZED STEEL ANOLE SllRPORT FOR S'fONE VENEEft. OWNER. OPTtON 1:COLORED CONCREFE WITH CONTINUOUS 13 HEADER FOR MASTER TRUSS POINT LOAD:l3) 1 3/4°X 1� 7/S" SECURE TO WALL ABOVE AND BELOW FIBERMESH REINFORGEMENT. OPTION 2:STONE VENEER�MOF�E 6 CURVED Ce X i 1.5 STEEL CHANNEL AT SOUTH SIDE dF NEW DECK WITH EAStLY REMOVABLE FOR LONCi-TERM CARE MICROLLAMS, (3) 2 X 6 POST EITHER SIDE 4 X 4 X 1/4 GALVANIZED STEEL ANGLE SUPPORT FOR STONE VENEER: 16 PROVIDE LICiHT WEICiHT STEEL FRAMINC3 TO CONSTRUCT LiRO�N VAULT 14 PRE-ENGiNEERED, PRE-FABRICATED WOOD TRUSSES AT 16"O.C. AL1GN -WEST END BEARS ON NEW ENTRY MASS WALL,3"SQUARE TS ENTRY MASS CEILING TREATMENT TRUSSES WITH WALL FRAMING MEMBERS. TRUSS MANUFACTUREA TO P��T PROVIDE SHOP DRAWINGS FOR STRUCTURAL ENGINEER APPROVAL -(2)INTERMEDIATE BEAF11NCi POINTS PROVIDED BY DAOPPED EN�: STEEL BEAM EACH SIDE QF CORBEL PRIOR TO FABRICATING TRUSSES. NOTE THAT HIGH POINT OF RtDGE AT -STEEL PLATE ATTACHMENT SIZED AS REQUIRED AT EAST NEW AREAS OF ROOF TO MATCH EXISTiNG HIGM POINT AT EAST WING CONNECTION WITH NORTH-SOUTFf CHANNEL/ANGLE 7 2 X 10 AT 16'DECK FRAME WITH SIMPSON STEEL HANDERS SIZED AS ROOF AREA TO REMAIN REt2UIRED ATTACHED TO STEEL FflAMiN�MEMBERS 15 iVEW OVERFRAMING:2 X 12's AT'16°O.0 TO RECONSTRUCT AREAS OF 8 LIGHT WEIGHT STEEL uNDERFRAMING TO CoNS7RUCT CUFtVED CoRBEL EXISTING ROOF REMOVED TO ACCOMMODATE NEW ROOF. HIGH POINT SHAPES TO RECENE 1/2"EXTERiOR SHEATHING(OR SIMILAf�,ADVISE ■ OF RIDGE TO MATCH EXISTING ELEVATiON OF EXISTING AREA OF ROOF ARCHITECT iF GONTRACTOR PREFERS ANOTHER SUBSTRATE fOR THIS DESIGN LOADS: TO REMAIN AT THE WEST PORTION OF THE HOUSE ITEM),4'THICK STONE VENEER. CORBEtS HOWN SHADED. ARCHITECT ■ 16 2 X 72 AT 16°O.C. ROOF FRAMING AT AREAS OF NEW ROOF OUTSIDE WILL PROViDE LARCaER SCALE DETAILS Dl1RiNCi CONSTRUCTION FOR PRE-ENGINEERED, PRE-MANUFACTURED TRUSS COVERAGE THIS iTEM. NOTIFYARCHITECTAPPROXIMATELY 10 WORICING DAYS 4O#FLOURS 17 2 X STRUCTURAL FASCIA TO PICK UP END OF LAST RAFTER PRIOR TO COMMENCEMENT OF WORK ON 7HE CORBELS i8 2 X 12 RAFTER AT END OF ROOF. FRAME INTO STRUCTURAL FASCIA 100# DECKS �9 (1) 1 3/4°X �1 7/S"MICR�LLAM ATf'ACHED TO CMU WITH 3/4"OS EXPANSION ANCHORS DRILLED IN AND SET IN EPDXY GROUT 80# ROOF (RITCH GREATER THAN 4:12� 20 STRUCTURAL FASCIA: Al7'ACH TO MEMBER FRAMED INTO EITHER SIDE OF MASONRY CHIMNEY MASS. ENDS TO PICK UP OVERFRAMlNG AT 80 MPH WIND, EXPOSURE `C' CORNERS OF ROOF THIS AREA 21 2 x 6 AT 16"O.C. OVERFRAMING IN FRONT OF MASONRY CHIMNEY MASS. EARTHQUAKE Z4NE 1 ATTACH TO CHIMNEY MASS, STRUCTURAL FASCIA _ 22 2 X 6 AT 16°O.C. CRICKET OVERFRAMING AS REQUIRED TO PROVIDE POSITIVE DRAINAGE OFF OF ROOF 23 2 X STRUCTURAL FASCIA BOARD AND 2 X OVERLAY TYPICAL AT NEW WORK. REFER TO SECTIONS 24 {2) 1 3/4"X 11 7/8"MIGROLLAM HEADER: (3)SPAN 25 (1) 1 3/4"X 11 7/8"MICROLLAM HEADER �j �------------� ¢ -- -------------- ---"^- - }�-- -- , � :� �L�7 \ . ;;,; 2s (4) 2 X 6 POST ; i � � - --�--- ------- ---„�- ---- - ----�--i i 1 ,� 27 (3) SEGMENTS OF(1) 1 3/4"X 7 1/4"MICROLLAMS BEHIND FASCIA. � I ; � G: __ __;;;�_ _____________ � � � , NOTES: � � � "" � � � 1. TYPICAL HEADERED-OFF FLOOR FRAME AT OPENING iN FLOOR ATTACH CENTER SEGMENT TO HIP RAFTERS. ATTACH OUTER(2) E E. � ; SEGMENTS TO HIP RAFTER AT HIGHER END AND 2X STRUCTURAL FASCIA 1 s 27 26 16 r._>=_______<_ ____:.>_-___ 1 � „� D T ,% � .� �RAME TO BE 2 X 6 AT 16A�.C.LOAD-BEARING FRAME CONSTRUCTION ATLOWEREND •����� • �• ••�.••�•���•�.•��� � 28 (3}2 X 6 POST FROM EXiSTING RIDGE BEAM DOWN THROUGH EAST -� i 1 ��a t /` �, WALL WITH(3)M.L HEADER PERPENDICULAR TO DIRECTION OF EXISTING � fLdOiR JOIST. T.O.NEW HEADER=B.O.EXISTING FLOOR JOISTS. SISTER ELEVATOR SHAFT WALL TO(3) 1 3J4"X 19 �/8"MICROLLAM HEADER AT I I � ,� ,� ADD1TlONAL 2 X 12 EACH AT JOIST EACH SIDE OF NEW HEADER TO TIE OFF F1RST FLOOR ELEVAITOR OPENING THIS S1DE. POST HEADER TO -h� I `� HEADER. {AT ELEVATOR OPENING) �---------------- ------------ ----------------------------------------------- - --- ----------------------------; �_ i i FOUNOrATtON WITH (4)2 X 4 POST EACH SIDE 8 � �£ (DECK BELO � ( � � � 7 � 8 ,�• 2. CONTRAGTOR TO VERIFY FLOOR STRUCTURE. 1F NO CENTER 29 t2) 1 3/4"X 11 7/8°MICROLLAM HEADER AT ENTRY MASS OPENING = �==__-__��-=--=--==�-______-0 � ���� " -� " '� r� ; �, PRESENT INN EXISTING TNIRD FLOOR FRAME(BOTH LEVELS), ; > ::: K- � s.; , .... 30 (1) 1 3/4°X 11 7/8°MICROLLAM HIP RAFTER TYPICAL A T ENTRY TOWER ; �� �;;,, ' ° ; ;; ;"���•; ;; -t= �-< ; - � ,.f EINFORCED BY SISTERING ON NEW JOIST o` _.�, , . ;. 31 2 X 6 AT y6"O.C. CRICKET OVERFRAMING BEHIND ENTRYTOWER WITH _ ; , '----'-°;---- '--:i ''-�,=:, �;--" --'--------- � ----;,--; ' 4 7 �, , ( ' ' 1 ^ 1 THEN FLOOR FRAME MUST BE R 3/4A PLYWOOD GLUED AND NAILED,CONTiNUOUS"ICE-AND-WATER '---;---------------------------------- - ---------- ---� - ' ' ' ' _. . _ ' � , ., , ;; ;; ; ; ; ;; .w � , , , , , , ,_ , , , „ � � � 26 ; �________= -_t-�--------,-- �---------------------------- - � r� i 26 � ANY 1 • _# SAME SIZE�S EXISTING TO EACH JOlST. THE FLOOR I y � � i � 2 X�tl AT 16"O.C.AND 2 X 12 AT 16"O.C. CONFIRM JOIST SIZE SPACING SHiELD FLASHINQ LAPPED 18 UP ADJACENT ROOF PLANES/WALL ; ; , �., '- ----=-==-=-=--- -� ; ; � _ � � � S R � . � �,,_ DIREGTION,AND PRESENCE OF NTERMEDIATE SUPPORT BEAMS 32 2 X 12 AT 16"O.C. ENTRY TOWER ROOF FRAMING ; �__________________________________ ____________ ___? � '',, z ' ; ' 'y ' - '�� _____ ____ __ ____ _ _ _ ' � __ _____ ____ _ __ ___ ___ UPON CONFIRMATION OF EXISTING FLOOR FRAME COIVTRACTOR TO � ����� �i �� ��� �� � ' , , � ' ' AR E R 1 O TR I RDI TI N. , , , .. , , • � - � , _ ., , �-----�----- g I I I RANG FO ADD TI NAL S UCT RAL COO NA O ; ; �. � '•., � i - NG t �----------------------------------------°------ -----i ;�; `�. ' ' � � i •�������� ��� ������� y'� ��,.�;..��:; � ��. , i , , 3. GRO1N VAULT CEILING DETAILING AT THIRD FLOOR CEILWG IS TO BE , , , ;, ' j ; �� � � . NSTALLER TO DETAIL THIS ; ; ; ;;; '•, ----- ---- , - — - — - - , � ; .� ;�,--------------- --, 1 Z, ; '" �, , �- -� fTEM. RCH ECT�WILL PROVIDE�L,A'RGER S ALE DETAILS AT j ' I 5 � _ _- __� `,. �`;; r� ; ( � _ � � _ D _ � _i_ GONTRACTOR'S REQUEST TO COORDINATE THIS CEILING TREATMENT. --- --- � , ___:---4� , �0 9 - -- 13 -- - � EC _ i ` ' 4. 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THE TR S MANUFACTU SHALL , I I . . . .. ; ` � .: ��fi _ --- � ��1 K_e_� � � °� : � . � . � .� � � i i � � ,+' ;' ' ; � , '�`---=��--I •i ---;=��==-- - - - i TRUSS TOTflUSS CONNECTORB NA1.�;' TH 10) 1 . � „ � , � ; ; � � �.-., , , , , ' �� " ' � � i � _ .j i Rrynnr CtrnPt ��nn (�A4)d55_z��� ... •� , � � � . � , � '�� � .� , � � , � , � � � � ' °----y' 1 . :' -- � �:•� ' ' '•''`----- � ' 1 , � , � �-----' , =� ------- -- --- - ----- Denv r Colorado SU211 Fax ( 0 ) 55 3708 ' . . �,: - , , ,,, , --� , - „ , � , , ,,; , , , , , , �-------- - , � , ER a w -rR -- ���� � aF cb , , � � i ; ; � :� i;::'; ' � i � 2. SIMPSON H2.6 CLIP ANGLES SHALL BE WSTALLED AT ALL EXT IQ ALL USS , � ���� � x-------------- , , 1 ' � :;; .-------� �; t==;==-_==' I I 2 GENERAL DEMOLITIDN NC�TES : o KEYNC�TES : O A1.5 A1.5 1. PROTECT ALL ITEMS TO REMAIN PRIOR TO COMMENCEMENT OF DEMOLITION. IF ITEMS TO�REMAIN ARE SAFER OR THEIR REMOVAL AND REINSTALLATION UPON COMPLETION OF WORK WILL EXPEDITE THE 1 EXISTING WINDOW TO BE REMOVED. EXCAVATE A PORTION OF ' CONSTFlUCTION PROCESS,THEN PROCEED ACCORDINGLY. NOTIFY THE EXISTING GRADE UNDER WINDOW SILL AND AT EITHER SIDE OF WINDOW ARCHITECT AS THIS CONDITION ARISES. KEEP OWNER APPRISED OF TO ACCOMMODATE NEW FLASHING AS REQUIRED PER MANUFACTURER INVENTORIED ITEMS. PRQTECTION TO REMAIN IN PLACE AND BE SPECS AND LOCAL CODES MAINTAINED THROUGHOUT THE COURSE OF WORK 2 REMOVE EXISTING DOOR(S). REFER TO FLOOR PLANS . 2. REPAIR OR REPLACE TO ORIGINAL CONDITION ALL{TEMS DAMAGED 3 REMOVE EXISTING SILL EXTENSION AS RE4UIRED TO ACCOMMODATE DURING THE COURSE OF WORK NEW CONCRETE SLAB OVER EXISTING PER FLOOR PLANS, FOUNDATION ' 3. COORDINATE ALL WORK AFFECTING LOAD-BEARING ELEMENTS AND PLAN . SHORING AS REQUIRED WITH STF�UCTURAL ENGINEER 4 EXISTING MECHANICAL UNITS THIS A�REA TO REMAIN. PROVIDE BIDS 4. COORDINATE WITH OWNER ALL ITEM&TO BE SALVAGED, STORAGE FOR THE FOLLOWING CONDITIONS AS ALTERNATES. LOCATION OF SALVAGEQ ITEMS,AND FOR ANY ADDITIONAL ALTERNATE#1:PROVIDE AND INSTALL ALL NEW EQUIPMENT, CONSIDERATiONS THAT NEED TO BE ACCQMMODATED PRIOR TO DUCTWORK,THERMOSTAT, ETC. NECESSARY TO SUPPLY AIR • COMMENCEMENT OF DEMOLiT10N CONDITIONING TO WHOLE HOUSE IN ZONES. COORDINATE ZONE 5. SHADED AREAS DESIGNATE'TO B� REMQVED"THIS PLAN ONLY. PREFERENCES/REQUIREMENTS WITH OWNER. 6. DISCONNECT CORRESPONDING ELECTRICAL SYSTEMS ON ITEMS'TO BE �ILTERNATE#2:PROVIDE AND INSTALL ALL EQUIPMENT, REMOVED"/�ND RELOCAITE AS REQUIRED. COORDINA�TE RELOCArTiON DUCTWORK,THERMOSTAT, ETC. NECESSARY TO SUPPLY AIR AND RE-CONNECTION OF RELOCATED ITEMS/CONNECTIONS OF NEW CONDITIONINC3 TO AREA IN NEW KITCHEN AT THIRD FLOOR AND ! ITEMS WITH ELCTRICAL SUBCONTRACTOR, ELECTRICAL ENGINEER AS LAUNDRY F�OOM BELOW FIRST FLOOR.COORDINATE WITH OWNER, REQUIRED OWNER'S MECHANICAL CONSULTANT. 7. VERIFY END-CONDITION(REMOVE?/SALVAGE?/RE-USE?)OF ITEMS 5 SAWCUT FOUNDATION AS REQUIRED TO PROVIDE iNTAKE OPENING FOR ATTACHED/BU1LT-IN TO PARTITIONS TO BE REMOVED PRIOR TO THEIR COMBUSTION AIR PER FLOQR PLANS REMOVAL. 6 REMOVE EXISTING STAIRS IN THEIR ENTIRETY. FIELD CONFIRM , 8. REMOVE EXISTWG WINDOWS AND ASSOCIATED CASEWORK,TRIM, CONSTRUCTION OF EXISTING STAIR PRIOR TO REMOVAL OF EACH ' MOULDING. PREPARE OPENINGS FOR NEW AS SACHEDULED. PORTION TO ASSURE THAT THE STRUCTURE OF THE EXISTING HOUSE � 9. REMOVE ALL DOORS AND ASSOCIATED CASEWORK,TRIM, TO REMAIN IS NOT COMPROMISED. PROVIDE BRACING/SHORING AS ', MOULDING, HINGING, LOCKSETS. PREPARE OPENINGS FOR NEW AS REUQIRED FOR EXISTING ADJACENT AREAS TO REMAIN ', SCHEDULED. 7 EXISTING PARTITION UNDER STAIR TO BE REMOVED. PREPARE TOP AS 10. FIELD CONFIRM EXISTING FLOOR FRAME MEMBER SIZES, SPACING REQUIRED FOR NEW FLOOFt FINISH PER PLAN , SPANS, DIRECTION,AND ANY INTERMEDIATE SUPPORT MEMBERS/ S EXISTING DROPPED BEAM ABOVE TO REMAIN. FIELD CONFORM EXACT ' BEAMS PRIOR TO COMMENCING DEMOLITION. REPORT FINDINGS TO LOCATION , ARCHITECT 9 EXISTING FACE OF GYPSUM WALLBOARD WRAP AROUND EXISTING ' 11. REMOVE EXISTING GYPCRETE TOPPING TYPICAL STEEL BEAM. REMOVE AND REPLACE WITH TYPE`X'PAINTED GYPSUM , 12. REPORT ANY ELEMENTS UNCOVERED DURING DEMOLITION WHICH WILL WALLBOARD WRAP PER CODE AFFECT THE END-CONDITION OF THE PROPOSED WORK TO THE 10 REMOVE AND RELOCATE EXISTING ELECTRIC PANEL THIS LOCATION. i ARCHITECT IMMEDIATELY UPON THEIR DISCOVERY COOF�DINATE WITH NEW ELECTRICAL WORK/NEW PANELS 13. REPORT ANY ELEMENTS UNCOVERED DURING DEMOLITION WHICH WILL 11 SAWCUT EXISTING CONCRETE FOUNDATION WALL REMOVING A ` AFFECT THE END-CONDITION OF THE PROPOSED WORK TO THE PORTION TO ACCOMMODATE NEW OPENING AT ELEVATOR THIS FLOOR. ARCHITECT IMMEDIATELY UPON THElR DISCOVEFIY CONFIRM FINAL ELEVATOR SELECTION/ROUGH OPENING REQUIRED 14. BREAK OUT ALTERNATES AND°TO BE DETERMINED" IN BID PACKAGE FOR DOOR SiZE WITH ELEVATOR MANUFACTURER PRIOR TO REMOVING � TYPICAL A PORTION OF CONCRETE WALL. LOCATION OF NEW SAWCUT OPENING 14. REMOVE EXISTING GUTTER AND DOOWNSPOUT SYSTEM AROUND TO BE SET BY EXACT LOCATION OF EXISTING DROPPED STEEL BEAM. HOUSE. TO BE REPLACED WITH NEW PAINTED, GALVANIZED GUTTER CONFIRM STEEL BEAM LOCATION AND DOWNSPOUT SYSTEM UPON COMPLETI�N OF NEW ROOF LAYOUT/ 12 REMOVE EXISTING PANEL BOX. RELOCATE AS REQUIFiED. ELEMENTS_ C��RDINATE WITH NEW W�RK 15. REMOVE EXISTING FASCIA BOARD,A PORTION OF EX1STfNG SOFFIT, 13 EXISTtNG 6°fI1 WASTE TO REMAIN �- ROOF MATERIAL, ETC.AS REQUIRED TO PROVIDE A PROPER BASE FOR 14 EXISTING FLOOR DRA!IN TO REMAIN CONNECTING NEW ROOF TO EXISTING PER FRAMING PLANS.INSPECT 15 REMOVE EXISTiNG 16'WIDE GARAGE DOOR , ROOF DECK AND REPLACE ANY DAMAGED PIECES WITH NEW AS 16 REMOVE AND RELOCATE EXISTING ELECTRIC METEFI. COORDINATE REQUIRED TO MATCH AND ALIGN WITH EXISTING. WITH NEW WORK. PROVIDE SCREENING AT NEW LOCATION '!6. FIELD VERIFY EXISTING DIMENSIONS TYPICAL. REPORT 17 PROVIDE SHORING/BRACING FOR FLOOR FRAME CANTILEVERED DISCRERANCIES AND/OR ADDITIONAL CONDITIONS PRESENT WHICH ABOVE. REMOVE STEEL BEAM GARAGE DOOR HEADER AND � AFFECT PROPOSED WORK TO ARCHITECT PRIOR TO COMMENCEMENT OF ASSOCIATED POST EACH SIDE, FRAME AND FOUNDATION WING WALLS WORK TYPICAL. ARCHITECT WILL FURTHER DETAIL AS REQUIRED PER EACH SIDE _ CONDITIONS. 18 REMOVE EXISTING ASPHALT DRIVE IN ITS ENTIRETY. EXCAVATE AS REQUIRED TO INSTALL GRAVEL SLAB PREP. COORDINATE THIS ITEM END: WITH FINDINGS OF SOILS ENGINEER AT OPEN HOLE INSPECTION 18 EXISTING FOUNDATION WALLS AND CONCRETE CEILING/PORCH FLOOR ABOVE TO REMAIN. FIELD CONFIRM EXISTING RELATIONSHIP BErWEEN _ TOP OF EXISTING ENTRY FOYER FLOOR AND TOP OF CONCRETE ENTRY PORCH. REPORT FI��INGS TO ARCHITECT 20 EXISTING FOUNDATlON WALLS TO REMAIN. INSPECT AREAS OF FOUNDATION AS EXPOSED TO ASSURE STRUCTURAL INTEGRITY OF EXISTING FREE FROM SPALLING AND MAJOR CRACKING. REPORT FINDINGS TO STRUCTURAL ENGINEER 21 FIELD CONFIRM EXISTING RELATIONSHIP BETWEEN STONE VENEER, FRAME WALL, STUCCO VENEER,AND FOUNDATI�N WALL. EITHER THE FLOOR FRAME CANTIL.EVER TO PROVIDE SUBSTRATE FOR STUCCO TO BE FLUSH WITH STONE OR SILL PLATE(2 X 12) CANTILEVERS OUT OVER - THE FOUNDATION RO SUPPORT THE FRAME WALL PLACING THE STUCCO IN THE SAME PLANE WITH THE STONE. FIELD CONFIRM STONE TO STUCCO CONNECTION AROUND HOUSE TO DETERMINE THE EXTENT THE OCCURRENCE OF THIS DETAIL ASSEMBLY. NOTIFY ARCHITECT OF FINDINGS. REFER TO BUILDING SECTIONS 50'-0" 22 EXCAVATE AS REQUIRED FOFi NEW CHIMNEY MASS. REFER TO 31'-10" g� 1r�" 8" FOUNDATION PLAN FOR DIMENSIONS 23 REMOVE PARTITIONS AS SHOWN. DISCONNECT ELECTnIC AND UTILITY CONNECTIONS PRIOR TO REMOVAL. CONFIRM EXISTENCE OF STRUCTURAL ELEMENTS PRIOR T�COMMENCEMENT OF WORK ON PARTITIONS. COORDINATE WORK AFFECTING STRUCTURAL ELEMENTS ' WITH STRUCTURAL ENGINEER I 24 REMOVE ALL SHELVES, FIXTURES, COUNTERTOPS THIS AREA. DISCONECT/SHUT OFF UTlLITY AND ELECTRICAL CONNECTIONS PRIOR TO REMOVALOF THESE ITEMS 25 EXISTIING CONCRETE SHELF EXTENSION OF FIRST FLOOR CONCRET'E FLOOR TO REMAIN. ADJACENT CONCRETE STEPS TO THE EAST FROM ___ i W�I W� EXISTING FIRST FLOOR DOWN TO EXISTING SPACE CONVERTED INTO — — — — — -1 — — — — — NEW LAUNDRY ROOM TO REMAIN " 5 � CLOSET OO 4 2 END: , � �� 1 � BATH PAIR 2068 �--, PAIR 2068 - 3'6 14 � � , ' � 20 � � � 12 13 ( 2 2 � � 1 n � �UTILITY ;'� 24� 24 . � � I ROOM L----� � � �p = I `_� *� � _ .='�, { I g in• �;. � �I '- � � GARAGE 11 , °3� �;- � ; e� i = ���---,� I 9 � ��; � `� ;! ,-�--- , , � � � — — — — — — — — — — — — — — — — — — `� — — — — �'�� 2 �i �LOSET : . 21 °Q - - - - - - - - - - - - - - - - - - - - - - - - ... : � � � i ' �� i i T � _ — — _ — — - - - - - - - — - - - — — — I o �� � I I I � r �i � 25 � � ,�` g ,` ' i - , ,_.._...�; �.; i i ; o 28r�s ;VE TIBULE ` � � ' 2sss�' M i i - TONE 2 3 ' �°� CARPET , � i i 2 ( �' �� �- I � 17 7 � N� �.� �'�- ` , - i i �t .� � � �— , 24 , , � = I - „ � � � 15 M K(= TOR. _ N�� . I I �— V n � .- ----'----"""""""-------""'----"""""'^'---"-'--'--'--"""""""-"------""-- ��ii � ' �i; , ' ""'""' "' ' "' " ' "' ""' ' "" '" "' "' '" "' � ' �� � � i ii� � '_; � ' '�' - - ------------°---------------------------------°-------------------°------------------------------ �, ' ��� LIMITATION OF WARR/1N�Y OF ARCHRECTB WORK PRODUCT � ���J L_ _J �I; � �i� .. ' F'=a 1 The Archdect and his cwnsultants do not warrarrt or guarantee the s�cauacy and completeness of the work product i i � � � ! ;;; herem beyond a reasonable diligence If any mistakes,ommissions,and/or discrepancies are found to extst wrthin � �;; ; the work product,the Archded shail be promp�y notfied Fe11ure to promptly noMy the Archdect of such c�ndiUons I � � � � shall absolve the Archdect from any responsb�lity for the consequences of such fadure i � '�i-� At�ons ta ken w i t ho u t t he I m o w l e dge a n d conse n t o f t he A r c h de c t,or m can tra d�c tion t o t he A r c h d e d's w o r k p r c d u d �I i 6 i or recommendations shall become the respons�bihty not of the Architect,but of the pardes taldng safd acUon I � 18 i 2rj � � COPYRIGHTO 2002 D.H.RUGGLES AND ASSOCIATES,PC The use of ali Information be it drawn or wrftten appearing herein shail be resMcted to the original project site for I I � T which said information was prepared and publicadon thereof is expressly Umtted to such use. Re-use, r reproducUon,or publicaUon by any method,in whole or in Qart,is prohibrted without the wntten conserit of D H i Ruggles and Associates,PC. Title W the plans remains wdh D H.Auggles and Associates,PC wRhout prejudice � I � Visual corrtact wdh these plans shall consMute prima facie evidence of the acceptance of said restnchons as they _ I 7�_y�1�� y' � apply to the enUrety of the�nfarmaUon conta�ned herem. ^ -_�,----------- ---,'t--_::_: _' -r.�__==-::-r ti:�------ L � I � ------ - -��_- _______ ',.� ` - �lx' T ��'�`�e • - I , ARCHITECTS ,;� � I - - ± � —� 1 22 1 D. H. RUGGLES&ASSOCIATES If � p �- — — — — —J / NA�.p �I . I I �rsan�soN s�r,surr�ioa �UGGLES I i� 4,�„ ��.��� 4�„��� 1'-3" DENVBRCOLORADO 80206-5417 ' -1�°�-,� _ I � TELBPHONB 303 355-2460 _ I �, - - - � — FACSII�IILB 3 0 3 3 5 5-2 5 4 6 1`�� ��� ��� �,� �. - - � wrao�ss6ioH�t coaro:sTSON �� ` �t�.� , � + — — — ! — �!�,'�F ,�`,��`�, F C,r�. _c. I � _ PROJECT7ITLE. ----__ I � ' � � � . � � � ' SPRIGGS RESIDENCE _ - � I ADDITION AND REMODEL � 19 . - - - - 1477 ASPEN GROVE LANE - . 4" i 8'-'�j" '3'-11" 4'-'3" 7'-�" cJ''1�° ' - VAIL, COLORADO - �,,,�,� AS BUILT F1RST FLOOR PLAN/ FIRST FLOOR DEMOLITION PLAN GENERAL DEMOLITION NOTES � � FIRST FLC�OR AS BU1LT / DEMt�LITIC�N PLAN : 80� ASSHOWN �� PHWECTNO DRAWN DATE. rJ.1S.OZ _ - A1.5 1/4" = 1' - 0° _ 2002.004.535 �«�: oA� - NO REVI810N DATE• ��.'� - � � . f�� � "�_�'� _ � _ ' - - f ��� '�.. - _ � ' � y � o KEYN C)TES : O A1.s 1 EXISTING CONCRETE FRONT PORCH,POSTS.AND ROOF TO BE REMOVED. HANDRAIL, LAR(�ER INTERMEDIATE RAIL SUPPORTS, VERTICALS,AND POSTS SHOWN APPROXIMATE. CONFIRM RELATIONSHIP OF TOP OF ENTRY PQRCH TO TOP OF ENTRY FOYER FINISH FLOOR 2 EXISTING PAIR FRONT ENTRY DOOR UNIT TO BE REMOVED AND .' REPLACED WITH NEW AS SCHEDULED. REFER TO SECOND FLOOR PLAN DOOR SCHEDULE, ELEVATI�NS 3 EXISTING ROCK RETAINING WALL TO REMAIN. DO NOT DISTURB DURING ' THE COURSE OF WORK. LOCATION SHOWN APPROXIMATE 4 REMOVE EXISTING PLUMBING ROUGH-IN AND ASSOCIATED FURR-OUT IN BEDROOM ON OTHER SIDE OF WALL I� 5 REMOVE A PORTION OF EXISTING PARTITION AS REQUIRED TO ACCOMM�DATE NEW DOOR(S)/OPENING AS SCHEDULED. PATCH AND REPAIF�AS REQUIRED. REFER TO SECOND FLOOR PLAN, DDOR ` SCHEDUtE 6 REMOVE EXISTING DOOR(S)TYPICAL. REFER TO SECOND FLOOFl PLAN 7 REMOVE A PORTION OF EXISTING FURRED WALL AND A PORTION OF EAST(BACI�CLOSET WALL AS REQUIRED AND SAWCUT FOUNDATION WALL AS REQUIRED TO ACCOMMODATE NEW CRAWL SPACE ACCESS PER CODE. OPENING TO BE 33"X 33"WITH 2X REDWOOD WRAP PR�VIDING 30"X 30°FINISHED OPENING. REFER TO NEW FIRST FLOOR ' PLAN. NOTE THAT EXISTING CLOSET WIDTH IS 2't AND THAT A PORTION OF THE ADJACENT FURR-OUT/CHASE TO THE EAST IN THE EXISTING BATHROOM WILL NEED TO BE USED TO ACCOMMODATE THIS NEW CRAWL SPACE ACCESS PER CODE. NOTE THAT UBC SECTION 2306.3 STIPULATES AN 18°X 24"MINUM UNOBSTRUCTED OPENING. COORDINATE WITH OWNER TO DETERMINE CRAWL SPACE ACCESS SIZE DESIRED. ' 8 EXISTING PLUMBING FIXTURE T� REMAIN 9 REMOVE EXISTING TUB. REPLACE WITH TILE SHOWER WITH SEAT AND TEMPERED GLASS ENCLOSURE AND 2'WIDE DOOR PER SECOND FLOOR `° PLAN. PROVIDE VALVES AND ACCESSORIES PER ALLOWANCE. RE-USE I PLUMBING ROUGH-INS AS POSSI6LE � 10 IXCAVATE AS REQUIRED TO ACCOMMODATE NEW KITCHEN FOUNDATIOI' � .' - AND CRAWL SPACE PER F�UNDATION PLAN, SECTIONS '� 11 REMOVE EXISTING PLUMBING FIXTURE. REFER TO SECOND FLOOR PLAN ` 12 EXISTINCa WINDOW TO BE REMOVED TYPICAL. PREPARE OPENINGS TO RECEIVE NEW WlNDOWS AS SCHEDULED AT LOCATIONS OF WIND�WS � TO BE REPLACED 13 EXISTING WINDOW TO BE REMOVED TYPICAL 14 REMOVE A PORTION OF EXISTING WALL TO ACCOMMODATE NEW DOOR AS SCHEDULED � ' 15 REMOV� CJKISTING STAIRS IN TH�111�NTiRETti'. FIELQ GONFIRM � CONSTRUCTION OF EXISTING STAIR PRIOR TO REMOVAL OF EACH ` . PORTION TO ASSURE THAT THE STRUCTURE OF THE EXISTING HOUSE ' � . TO REMAIN IS NOT COMPROMISED. PROVIDE BRACING/SHORING AS REQUIRED FOR EXISTING ADJACENT AREAS TO REMAIN "• � 16 REMOVE A PORTION OF EXISTING WALL TO ACCOMMODATE NEW WINDOW PER SECOND FLOOR PLAN, DOUR SCHEDULE . - 17 BEARING WALL. DO NOT DISTURB DURING THE COURSE OF WORK 18 AREA ABOVE CLOSET TO REMAIN OPEN 19 FIELD C�NFiRM EXISTING RELATIONSHIP BETWEEN STONE VENEER, ` FRAME WALL, SYUCCO VENEER.AND FOUNDATION WALL BELOW. EITHER THE FLOOR FRAME CANTILEVER TO PROVIDE SUBSTFiATE FOR ' STUCCO TO BE FLUSH WITH STONE OR SILL PLATE (2 X 12) CANTILEVERS OUT OVEF�THE FOUNDATION RO SUPP�RT THE FRAME � WALL PLACING THE STUCCO IN THE SAME PLANE WITH THE STONE. FIELD CONFIRM STONE TO STUCCD CONNECTION AROUND HOUSE TO � �r— — — — — — — — — — — — — — — — — — —� DETERMINE THE Ek'i'ENT THEOCCURRENCE OF THIS DETAIL ASSEMBLY. NOTIFY ARCHITECT OF FINDINGS. REFER TO BUILDING SECTIONS I ( � — � ( 20 REMOVE A PORTION OF EXISTING WALL AND FLOOR FRP.ME TO < T � � � � I � ( ACCOMMODATE NEW ELEVATOR. PROVIDE�HORING AND BFtACING AS � REQUIRED PRIOR TO DEMOLITION. FIELD CONFIRM FLOOR JOIST I I I � I I DIRECTION AND HEADER OFF PER SPECIFICATION AT FRAMING PLANS+ I ( I I ( SISTERING ON AN ADDITIONAL JOIST PERPENDICULAR TO NEW HEADER. REFER TO FRAMING PLANS � I � 1 I � I 21 NEW 2 X 6 AT 16°O.C. LOAD BEAFiING FRAME CONSTRUCTION WALL I � � I ( � BUILT FROM TOP PF NEW GARAGE SLAB TO UNDERSIDE OF EXISTING . � I ( � DROPPED BEAM IN GARAGE, FROM TOP OF EXISTING DROPPED BEAM IN I I GARAGE UP TO BOTfOM OF THIRD FLOOR FRAME,AND FROM TOP OF 1 � � � � � THIRD FLOOR FRAME/EXISTING BEAM UP TO THIRD FLOOR CEILING ; � � I I I ( I 1 O � ' I AND INTO ATTIC AS REQUIRED PER ELEVATOR SPECIFICATIONS. SHORE UP THIRD FLOOF;CEILING FRAMING PRIOF�TO REMOVAL OF ' " � � � ( I � I CEILING FRAMING TO ACCOMMODATE ELEVATOR OPENING. HEADER ' � ' I � I I OFF CEILING FRAMING. SUPPORT ON NEW LOAD BEARING FRAME CONSTRUCTION ELEVATOR WALLS �p'.p" I I � 22 REMOVE A PORTION OF EXISTING WALL TO CR�ATE NEW DOOR/ � � ( ( I OPENING PER SECOND FLOOR PLAN, DOOR SCHEDULES y _ , � � � I i I END: � 11 7 I � I � � I � I - 8 � � � � ; ; , , ' 0 0 � � � I � , � _ 8 �=� � � �' � CLO. 6 � ' � 22 � � �� � �----,-----,, BATH I �- , - ii 3 ' ' „ 4 - � � ;; BEDROOM 3 ` � � � E ��CLOSET ; ;; � �",`� BEDROOM 4 I i : ; ; � , � ; � �; 3 , , __.-=--_=- � ' g �� � � � : --- �_� ;; � �' , � ---------------------- � `' I ------- ,; r--------------------�� I �� 23 I I � ' ;� � � '� I I � � � � � � � i i 9 : ' If �� ' � �--------�� � � I ti ; , ; •;:. , „ ;; , „ : � , ; � � __ �' - - .1_J L-------J� � � � - ;; � l 12 21 ' 18 17 � ` � � � I - -� - �---------------i � , ` 6 --------------- � � � � , � I � . , ---------- --- i 1 ;; ' ' ��CL�SET�� _ � � HALL 2 � � ; 2 's � � '� � � 12 ; � � � ` ` --•' 6 4 I ° � � , _ �-t--- � 19 � � � W , � � I ii ii �� � � � � ---- ' ; � ;; ; F��--:_:------ : � I 3 '� � � BEDROOM 2 ` 5 � ' ; ; � � 6 `••,, 15 � I RECREATION � .-, " ROOM I „ , ; r-----,----- ; , ; _ � , � i , , ,, ; � ���� : �..���i ,_.�.� i ; f;;; : i �a=;s ' !;----- ---------------� ! ; ;;;; : :� .�;_�`;j � LIMRATION OF WARRANTY OF ARCHITECTS WORK PRODUCT i � - � � � 1 ;;LL_--BATH +� _ =i The Archite�and his consultants do not warrard or guarantes the accuracy and completeness af the work produd i ' '� i; �_ � the work p duct,the Archded s?�all be promativ�ed. Feil reon�s,and/or di�screp�IesArchited of�sudi�cond�onn ` ----------------------------------------------� '------------,�------ -T- --T,----r----; E i�-- ---� ns�diry for the consequence of�such�ure. ---------------------------------- � � -! ---------------------------------------------------------------------------------- �-------------f; -�i-- .....i.;,��:', t; ' shall absolve the Archdect trom any respo � - ------------------------------------------------------------------------------------F- �-- --- ----1------;,`'`'�;%�j, ! 3! 'N'_.; �'� or recomme�i�datlons shall become tl�re conse�M of r�ioet of tl�e�itect,but od�on to the�ch�s�o produc �--------�� t=-----, ( � �.�� 9 p� �Y partles 9 II , ar L-------J' �::: ! 3; �� 12 ;;; � � ______ �� ' COPYRIGHTO 2002 D.H.RUGGLES AND ASSOCIATES,PC ---::: , , . --- =-=- �; --------------------� �' ",, The use of all mformation be it drawn or written appearing herein shall be restricted to the origmal project site for �z,.�• �q h'�"–'– which said informatwn was arid publ'�catlon thereaf�s expressly hmiEed to such use. Re-use, � i , Ru�pgles and�As oc�lates,FC�to tt►e plans remains wiTh D H.Ru�gg�and Associate�en consent of D.H. - 13 14 4'-s° 3'-7��' Visual cor�tact witl�these plans shall conshtute prima facie e�ndence of the axeptance of said res�ai��a,s asa"�y � I 2� n � apply ta the eM�rety of the infortnadon contained herein. � ' ' '£, � �6 � ��,� ,,���- - _ � F 4 � FOYER ' A R C H I T E C T S � "`��'`'�'`� 12 �� � � "`_"-- 'f �, �- �� D. H. RUGGLES&ASSOCIATES ` ii � " t_===-iIF��"'__ :-==-="iIF=��:== A�� H ' '�"� . i�il i � `. i•• ;1��� �� � ----------- ---------- ---------- ----- �� - - ;;,;; ;; ;; �zsHSan�soxs�rx�r,s�ia3 RUGGLES _ 1�� �� `' '� Dffi�iVBR,COLORADQ 80206-6417 _ . � � � TSLBPHUNB S 03 S 5 b-2 4 6 0 � � ���� i; - �� -- '' -----�---- ' 12 12 �� � �-- --------- ----- c , FACSIA�.B 803 355-2546 ' i i """"""' "1'����"' " Al�OlEfBIONAL C01lOt�iION ��� � � f „'��V` i� ,�t� ` li� e� i, \ �d'"F` l��` �.�'j�1l.��� � I L '��I � n n t n �;� � 4� T-0 4-3 PROJECT71iLE - I 1;;I - ``— _ - li° '�� � � ��� � ' " SPRIGGS IZESIDENCE , T� �; ,� L � - - - - - . , ;; :; . _ � �; ;� ,;;; � ADDITION AND REM�DEL . � '' � 1477 ASPEN GROVE LANE � - _ � _ ��==_=--- - - - �-,� � � -- --� - - - � VAIL, COLORADO ' � _ - � - � - ' ��;� — — — --�;;� - _ I I'�-�- — — — — —};,( ow,wwo m� J �� � ' ���- - - - ---f;'� SECOND FLOOR AS BUILT/ DEMOLITION PLAN ' I�' I � — — — ---� T I �"`� AS SHOWN � _ �orECr Nc�. DRA1N1' DA7E. 5.15A2 . 2002.004.535 C�� DA7E: _ _ . _ - - �. �. o�� A1.6 _ - _ 1 SECaND FLQOR AS-BVILT DEMOLITION PLAN : _ _ . � _ _ , �. , _ - � A1.6 1/4° = 1� _ ��� _ _ , � - _ - ,, . . � . _ - ,,% - - - _ . - � -_ " _` � � _ , / � � �K�EY�I�3TES : O A1.7 , , _ , . � � �, ; - _ ; - r • 50'-0,� � ;_, ;... - -- - - - � O ` ' O O � 1 q , TOIL. i � I I 1 , , I ! BATH � GLOSE'f � KITCHEN _ 0 1 � t � ,� ' � R. i � � DINING ROO�R I � o. � � . — , - � � - - . _ _ _ - _ _ _ _ - _ _ _- I ' - -�--------------- i i � _ � 1 L _J e � � - # _ _ _ ' � BEDROOM -- � u�r�►�noN o�war3RArrr�r oF aRCKrrECrs wo�nc�ooucr � j Tha Anshitect and his consultar�ts cio not warrant w�uarantee the accur�r and compietenesa of the woric prodc�ct 1 herein beyond a reasonabie dii'�gence. ft sny mistskes,ammtssbns,andloC c�saepanctes are found to exis#within me worlc prnduct.the Architaat shan be promp__y notifiea. Fai�ure ta protnptN nodt�'the Archttect of such condittons y� - i - Adiona taka�thwithout U�e Imowledge and conae�nt the Archrtsd,or In�ad�Uon to the Ard�ftect's waric produd � or recommenda�ons shatt become the respo►�s�ry rsat of the Archttect,but of the parHes taWng said ac�on. COPYR}GHTO 2002 D.H.RUGGLES AND ASStit�ATES�PC i � p - - The t�se oi ell inforrnatlon be It c�awn or written appearfng herein ahati be resM�ted to tha eriginat project sRe for I whtch said lnforma�on was and pubitcatlon thereof Is expressly limitsd to such use. Re-use, - � � LtViNG �u����p+����d,tn wno�a���n,�spronro�oea w�r,ou�ti,e w►mer,co��or o.H. i^ � Rupgles�nd Asaoclates,PC b the ptans rernains Q.H.Rugples and Assodates.PC w(thout prejud�ce � ; Visu81 oontaat wifh these ptans shail constituDe ptima fade eVldence of the axeptance of saki resMdions as theY -i----------------- ROOM 14`-d° � apply to the ent�ety of the iMortnation coniair�ed hera�n. --- -,` �. - I ARCHITBCTS �f' �-,�� 4 ^�`` `� , .,.� g�: ��� �� � _"`�`�'_�---"--"� D. H. RUGGtES&ASSOCIATES � �[� � � p � ��s�an�sox s�sr.svma zo� �, �UG G LES � _ � � '� DBNVBR„COLORADO 80206�5417 I �, � �-1��1 T$I33PHONB S43 3bb-2460 - . I � i� FACSII4QLB 808 856-2546 ��� � � � ��. '' " ' A1i018!lION�L CO=lO=�TION �,�� �.,.< <..�� 'i N. �r _d,�1'�� /• � ����� . _ � " �---� ' ;I PnwecrmtE. . STAIR ____________ ___________- -::-_:-__-�- -__:___-�:-- . - ---- -- -- - - - SPRIGGS TZESI�ENCE � - ADDITI4N AND REM�DEL � � 1477 ASPEN GROVE L��NE � � � - � - � - � VAIL, COL�RADO - ��� AS BUILT THIRD FLQOR PLAN TH1R� FLOOR DEMOLITION PLAN A BUILT TH11�D FL- 04R PLAN : � AS SHOWN �� _- 1 � �oaecr ta �+: oeTe. 5,15.02 If � ! II ZQ�2.yy4..�.�7 cfEC1� DATE: A1.7 1/4 - 1 - � °� N0. NlY181CN DATl: ��•� J I s � _ �' s _ f V ,� ��1 �� ( � � ` ^-, �� �LC �` w����rV , � G''�'' � .f � � so�-a° � �° � " 1� � Q ' ' � � V ���� �������� ■ O KEYN�TES ■ O 31'-1 U" 8" 1/2' /� ,,`/ 8 v� � A1.8 A1,8 FlRST FLOOR: 1 STAIR: 101 18'WIDE X 7'-6"H1QH COMAAISSIONED PIONEER OVERHEAD GARAGE 2 BASE OF NEW MAISONRY CHIMNEY STRUCTUR�WITH FIREPi.ACE AND I I31 DOOR BY DESIGNER DOORS. REFER TO SPECIFlCATIONS, HEARTH AT SECOND AND THIRD PLOORS. R�FER TO FLOOR PLANS EXTERIOR ELEVATIONS. FRAMING/FOUNDATION PLANS FOR ADDITIONAL lNFORMATION - - - - - - - - - - - - - - - - - -' - - - - - - - - 3 PROVIDE 5/8'PAINTED TYPE'X"{3YPSUM WALLBOARD TYPICAL AT r - i -'�- CONTACT:STEVE BAiNBRIDGE C�612.325.7628 ,. PLEA�SE REFEREAICE PROPOSA�.#530059.01 (3ARAt3E WALLS AND CEIL1NCa. WRAP EXPOSED STRUCTURAL ELEMENTS � -- ------------------------------------------------------ --- ------------------------------ ------ - =- _ 102 2858 20 MiNUTE RATED DOOR TO GARAGE WtTH AUTO CLOSER PER WITH 1/2"TYPE'X"PAINTED GYPSUM WALLBOARD TO PROVIDE - ------- ------------------- - - ----�wvme��a �a-�------ -- ,---- ---- - -- -- ------------------------------------------------------------ ------------------------------ -------- -- -------�--� - ( -- --_---------------------------------____-----_-_-- --------------------------- --_--- -- �, _ . IDE _ _ _ _ _ _ _ _ _ _ _ - , �; CODE SEPARATION FROM THE DWELLING IN ACCORDANCE WITH UBC PROV . � ' gE,q �.:.::.::::.::��:::::_:: '_:__�----------------------- iC3 30B8 LAUNDRY ROQM 20 M{NUTE RATED DOOR WITH AUTO CLOSER BETWEEN HOUSE AND I � ., �' N ~ 104 PAIFt 2068 LAUNDRY ROOM STORAGE C�ARAGE. REFER TO D��R SCHEDULE. HORIZONTAL OCCUPANCY • B � � � � o MECH. 106 PAIR C SET CABIONETRY DOORS. COORDINATE SIZE WITH OWNER� SEPARATION SHOUD BE SUPPORTED BY A STRUCTURAL SYSTEM HAVING 4 Z$ 27 4 0 o RO�M F.D. � n � � � n F.D. CEILINC WALLS)-RESISTIVE PROTECTION PER UBC (TYPY`X'PQiWB AT � 1� 3-3 1- ____ 3 CABINETRY DRAWlNGS i Fo 11 -4 :___� � ` ____ � � k__:: 'f 07 PAIR CLOSET CABINETRY DOORS. COORDINATE S�E WITH OWNER, 4 PROViDE 2X FURRING STRIPS AT 16°O.C.TYPICAL AT GARAGE WALLS • � � I B�ATH `� � �• -" CABINETRY DRAWINGS 5 PROVIDE 2X FURRING STRtPS AT 16"O.C.TYPICAL AT LAUNDRY ROOM AND EQUiP. � "'"� 25 18 ti-6 " ` , 708 PAIR ib'68 POCKE7'SPORTS ROOM LAUNDRY ROOM STORAGE WALLS WITH 1/2"PAINTED GYPSUM WALL L1 -8 i _ 29 BOARD CONTINUOUS AT WALLS AND CEtLING. N�?TE THAT A PORTION OF < ROOM � 108 2488 BATH `D � 4n 4`$�B° � 770 3068 STAINED WOOD CASED OPENING THE IAUNDRY AND STORAGE R�OM CEILING IS GYPSUM WALLBOARD � � � 4'-712° xa.ocn� � j - � Q 7'1'f 3068 20 MINUTE RATED MECHANICAL ROOM WITH AUTO CLGSER PER OVER FRAME AND A POFiTION IS EXPOSED CONCRETE. PROVlDE AND �n � = 14 g ` '109 �.� i•� I CODE INSTALL 2X FURRING STRIPS ACROSS CEILINQ AS REQUIRED TO CREATE A � - - ---- �;�( 112 3068 20 MINUTE FlRE RATED DOOR TO ELEVATOR WITH AUTO CLOSER PER CONTINUOUS AND LEVEL FINISHED CEILING � T- 1 y 1 _ �� � `^" CODE. COORDINATE THIS DC)OR WITH ELEVATOR SUPPLIER AND 6 4"THICK CONCRETE GARAGE StA6 ON GRADE. SLOPE SLAB 1!4'°PER � �°� � A,f� � O ,._^ � ;�t'i; _ �- OWNER FOOT TO DfiAIN TOWARDS C3ARAGE DOORS. NOTE THAT SLAB TERMINATES „ , � ; ; , G A R A G E � �� „ = ' � ' � S P O R T 1 1 S 3 0 6 8 2 0 M I N U T E F I R E R A T E D D O G R T O E L E V A T O R 1 W I T H A U T O C L O S E R P E R A T L O W P O I N T A T E X P A N S I O N J O I N T�O C A T E D A T i N S I D E O F F O U N D A T I O N ; � s� t ,� I �1 -1 �, ELEV. — " � ' ' ; ; I ! #��'' t ; � 48 R O O M CODE. COORDINATE THIS DOOR WITN ELEVATOR SUPPLIER AND WALL: GARAGE DOOR IN THE CLOSED POSITION CONCEALS THIS CHANGE L1 '� ��a �LEV t'VEST. 9 ; ;; I � i L1-7 OWNER OF MATERIAL TRANSITION 1„3 i14 30B8 20 MINUTE RATED ELEVATOR EQUIPMENT ROOM WITH AUTO CL03ER 7 R E M O V E A N D F i E L O C A T E E X I S T I N G E L E C T R I C M E T E R A N D D I S C O N N E C T. � � -+ -,;- — -i -;-p— c � PER CODE f�ELOCATE. COORDINATE NEW LOCATION WITH OWNER AND ELECTRICAL : � - ; SUBCONTRACTOR � 1� ' � I ; ;; � ; 15 ;, S REMOVE EXISTINCi STONE VENEER, STEEL BEAM,AND FOUNDATI�N WALL + � � _ - � _ , ________�,, - - � SECOND FLOOR: IdEW TO BE DETAILED TO BE INSTALLED FLUSH WITH EXISTINC3 FLOOR i- - �__ - -+ ��--T-.a- -- -�--�-� -' - 0 201 3676 CUSTOM ARCHED WALNUT ENTRY DOOR. REFER TO DETAILS FOR FRAME. PROVIDE SHOFiiNG AS REQUIRED PRIOR TO REMOVAL OF .�1 ' 3�_g in• - -�.y. - -'•�- � CL05ET � ARCH tNFORMATION EXISTING STEEL BEAM I �,� � ' VE TIBUL �-`"-"'�'�"""'�`', �� � ) CABtNET BOOKS CABiNET �, g REMOVE EXISTING GARAGE DOOR I 202 2655 ARCHED OPENING AT ENTRY PORCH. REFER TO DETAILS FOR ARCH � „ " i ��2 L1-2 ,, ' v V � � lNFORMATION 10 EXISTlNG DROPPED STEEL BEAM ABOVE. FIELD CONFIRM EXACT �� �� ; ��p U 18 % / i/ 203 2656 ARCHED OPENING AT ENTRY PORCH. REFER TO DETAILS FOR ARCH LOCA710N � ' 11 STONE VENEER PER SPECIFICATIONS Al?ACHED WITH NON-CORROSNE 4 3 = * I ��• � � -=' ,' % /I �� 16 1�� INFORMATI�N METAL MASONRY TIES ATTACHED TO FOUNDATION!STUDS AT 16°O.C. � � � ��.-- O O 204 PAIR 2680 DEN ' � � � ' t ' / � 2Q5 2488 WITH GI.ASS LITES TO NEW DECK HORIZONTALLY AIND VERTICA�LY STAKaGERED. CONFIRM FRAIMING/STUD � l"' _ " '!' "� " _ ";��� _� ,' LAYOUT AT DCtSTING AREAS OF HOUSE TO BE VENEERED WITH STONE. (_,_ _.. +. � _ � �, �, - -/ { �/ 206 PAIR 2068 COA7 CLOSET " ' ° ' ' ' 1�$ 207 b068 STAINED WOOD CASED OPENING MASONRY TIES TO BE ATTACHED TO HOUSE AT STUD L�CATIONS UNLESS . ----------'---'--- � -�� `- � � 208 3068 20 MINUTE FIRE RATED DO�R TO ELEVATOR WITH AUTO CLOSER PER SOLID BLOCKINfl IS INSTALLED TO ASSURE POSITIVE BITE OF TlES. °,' ;; ; R EFEFI TV FFiPIMING A N D F�V N D A T I O N P L A 4 V S, S E C T I O N S. N O T E 9 � __________V_____ ;; I , CODE. COORDINAITE THlS DOOR WITH ELEVAITOR SUPPLIER AIND BUILT-1N BEDROOM/WORKOUT ROOM OWNER RELIEVING ANGLES SPECIFIED AT FOUNDATION CONDITIONS. TAKE -----'---- '�`�-- ;;,� � �i 'ia 209 PAIR 2G80 ARCHE MASTER BEDROOM STONE VENEER 6°BELOW GRADE MINIMUM PROVIDEING WEEP HOLES AT --------- -------------------=-------=--------------=--=---=-=--------_::::::__::_:::_:::==_:=::_::::_:_�- ;'; �! � � 2'-0"O.C.AND FLASHING AS REQUIRED f------=----------------°---------------- ----------- , --.._------ -- ---------- ------ ;�I - - - NEW CARPE�'i 210 2668 BEDROOM 1 ______�------- --------�-----------------------------------------------------------------------------'-`-.-" M ';; , ,�,�V �� A 21'f 3668 STAtNED WOOD CASED OPENING TO CLOSET 1 i2 NEW PLUMBING FIXTURE PER ALL�WANCE _____ --.----�,-----;---- __________ ______ ��� � � I �6 � 212 2468 BATHROOM Y 13 EXlSTING PLUMBING?i FIXTURE TO REMAIN. PROTECT DURINC3 THE COURSE �"r'��""� i ii r __________ _____ �; 2i3 Z868 BEDROOM 2 DOOR. CGNFIRM SIZE WITH OWNER IN RELATION OF WORK $ � 2Q I TO HIGHER CEILING TtUS AREA. CONFiRM EXISTING DOOR SIZE 14 1VEW STAC�CABLE WASHER AND DRYER PER ALLOWANCE. VENT DRYER TO ; ,� � � 214 2068 BATHROOM Z DOOR 15 �p�METEq M TADL HANG RODS AND PAI�NTED OOD�SHELVES A'BOVE� 7 ' � 275 PAIR i668 CLOSET 2 �(,� (�j�Y � i � PER ALLOWANCE 216 PAIR 1668 CLOSET 2 VE$ I�'ULE 217 4068 STAINED WOOD CASED OPENING TO ACCOMMODATE OFFICE 16 CABINET'S/SHELVES PER ALL�WANCE. REFER TO CABINETRY DRAWINGS ° T.�t-11 - - � - - - J - � CABINETRY. COORDINATE THIS OPENING WiTH OWNER'S OFFICE 17 WOOD BENCH PER ALLOWANCE BY OTHER o� �i CABINETRY REQUIREMENT� �- � I 2 218 PAIR 2680 ARCHED WITH TEMPERED GLASS LITES�2'-6"WIDE OPERA9LE 18 PAINTE�GYPSUM WALLBOARD COVED CEILING TREATMENT/. REFER TO 6 �03 BUILT-IN ' UNiT EACH SIDE. REFER TG ELEVATIONS, DETAILS 19 EJCiSTiNG COUNTErRTOPDTO REMAIN '�,NG SECTIONS ' 20 NEW BUiLT-IN H1DE-A-BED: BRISTOL WALLBED OR SIMILAR �---------- ---------- --- THIRD FLOOR: 21 4°THICK COLORED, PATTERNED CONCRETE SLAB ON GRADE DRIVE WITH 1 O1 LAUN � 301 12'-70"WtDE X 11'-0°HIGH(MATCN HEIGHT AT DOORS IN SOUTH WALL) WITH CONTINUOUS FIBERMESH REINFORCEMENT. NOTE TRANSITIQN TO t , ` - ({Q�M-- - � O� ( , � STAINED WOOD CASED OPENiNG INTO LIVING AREA FROM STAtR STONE GARAGE SILL ELEMENT AT EXPANSI�N JOINT ABOVE OUTSlDE - • , ,•.�-._ • ' • .,- �' � • �' � _ �.�� _ � i HALL. REFER T�DETAILS,INTERIOR ELEVATIONS FACE OF FOUNDATION � 3t}2 4Q90 STAINED WOOD CASED OPENING TO MASTER VESTIBULE 22 COLORED CONCRETE COVERED ENTRY P�RCH, STEPS WITH 2"RADIUS � R.O.•COORDIANTE WITH D SIONEFt DOQRS � �O4 I 303 11'-6"WlDE x 8'-0"HIGH �MATCH HEIGHT AT DOtJRS IN SOUTH WALL) BULLNOSE TFiEAD EDClE DETAILIN4. PROVIDE HANDRAIL PER ALLOWANGE ' �4 � 4-3 � 7'-0 4� 1��N STAINED WCOD CASED OPENING INTO KRCHEN FROM EATING TO 34"ABOVE NOSING WITH VERTICALS AT 4"�.C. MAXIMUM PER CODE� ; r a n � n AREA. REFER TO DETAILS�INTEF�lOR ELEVATIOPIS HANDRAIL TO 36"ABOVEENTRY PORCH AND LANDlNG � SO4 PAIR 2680 FROM IaTCHEN TO PAT10 WITH TEMPERED GLASS LITES. 23 NICHE IN STONE: PROVIDE 2"THICK CUT STONE VENEER INSET AT�4" ` , � � + � /� � � � PROVIDE'1980 TEMPERED GLASS LiTE EACH SIDE,6"SEPARATION THICK STONE VENEER TO PROVIDE NICHE. REFER TO ELEVATIONS FOR 3O - - - - - - v FROM DOOR UNIT. AREA OF TOP(3) PANES AT LITE EACH SIDE TO SHAPE,TYPICAL OF(2) 23 ; STO�AG E � , �� � BE OPERABLE. REFER TO ELEVATIONS 24 RROVIDE COMBUSTION AIR FOR MECHANICAL EQUIPMENT FROM EXTERIOR � � � i - 9 305 2680 STAIl�tED WOOD CASED OPENING PANTRY TO MECHANICAL ROOM. TAKE NEW COMBUSTIDN AIR INTAKE ACROSS T�P � t`h� 306 5080 ARCHED STAfNED WOOD CASED OPENING MASTER VESTfBULE. ARCH OF NEW CABINETS AT C�ARAGE. COORDINATE CONCEALMENT OF � F i v APEX AT 8'-O"AFF. LAUNCH HEIGHT AT 6'-8"AFF 25 EXIST NG FLOO DRA�N TO REMq�N HITECT 11 �_�r � � I SQ7 2680 ARCHED STAINED WOOD CASED OPENING MASTER VESTIBULE. ARCH --------------- "'";" APEX AT 8 -O AFF, LAUNCH HEfGHT AT 6 -8 AFF 26 EXISTWC3 8"D1 WASTE PiPE TO REMAIN � ; i 308 4080 ARCHED STAlNED WOOD CASED OPENING MASTER VESTIBULE. ARCH 27 PROVIDE NEW CABINETRY THIS AREA PER ALLOWANCE. COORDINATE � __._____.' `�________ APIX AT 8'-0"AFF, LAUNCH HEIGHT AT 6'-8"AFF SCORE AND LAYOUT WITH OWNER,CABINETRY DRAWINGS BY OTHER 309 3068 20 MINUTE FIRE RAtTED DOOR TO ELEVNTOR WITH AIUTO CLOSER PER �8 NEW 4°THICK CONCRETE SLAB 1�'�iTF�I CONTINUOUS FIBERMESH CODE. COORDINATE THIS DOOR WtTH ELEVATOR SUPPLIER AND RElNFORCEMENT. NEW SLAB TO BE POURED OVER EXISTING TO PROVIDE OWNER RAISED PLATFORM FOR NEW CABINETRY. NOTE THAT ELELVATOR ' 310 PAIR 2680 ARCHED CUSTOM DOOR UNIT MASTER BEDROOM. ARCH REQUIRES A 4"DEEP PIT. THE NEW CONCRETE TOPPING SLAB OVER THE � APEX AT 8'-O"AFF WITH LAUNCH HEIGHT AT 6'-8"AFF EXISTING C�NCRETE SLAB IS TO PROVIDE 4°PIT DEPTH REQUIRED 37't PAIR 7468 MASTER BATHROOM 29 NEW L�CKER ROOM CABtNETRY PER ALLOWANCE. CONSULT WITH OWNEFi. S12 2668 POCKET MASTER Cl.OSET COORDINATE WITH CABINETRY DRAWINGS BY OTHER . S13 PAIR 2580 ARCHED WITH TEMPERED GLASS LITES FROM MASTER 30 NEW 4"THICK COLORED, STAMPED CONCRETE DRIVE. PROVIDE � BATHROGM TO PATIO. ARCH APEX AT 8'-0"AFF WITH LAUNCH CONTINUOUS FIBERMESH REINFORCEMENT. THlCKEN SLAB TO G"AT HEIGHT AT 6'-8"AFF NORTH EDGE TO PROVIDE 6"SEPARATION MNIMUM BETWEEN SOIL AND . S14_ 2468 MASTER TOILET WOOD FRAMING BEHIND S'FONE 315 PAIR 2'-6"WIDE X 11'-0 HIGH Wti'H TFMPERED GLI�lSS LITES - 31 NEW SHOWER PER ALLOWANCE:PROVIDE THINSET TILE WALLS AND S16 PAIR 2'-S"WIDE X 11'-0 HIGH WITH TEMPERED GLASS LITES CEILING SLOPED 1/18"PER FOOT TO DRAIN TO BACK WALL,STONE - SHOWER RECERTACLE,4°fd DRAIN TAI�N THROUGH FLOOR FRAME, , , END: TEMPERED GLASS SHOWER ENCLOSURE WITH 2'WIDE TEMPERED GL4SS � � ; � � � DOOR. EUROPEAN HINCiE�AND HANDLE, VALVES AND ACCESSORIES PER � � GENERAL DOOR NOTES: ALLOWANCE,THINSET TILE SEAT 18"DEEP AT+18"FROM T.O. 7. CLADDING FOR ALL EXTERIOR DOORS TO BE PELLA;COLOR PER RECEPTACLE � SPECIFICATIONS UNLESS NOTED OTHERWISE 2. DOOR SIZE DEStGNAT10N EXAMPLE: 26s8=2'-6"WIDE X 6'-8" ��� HIGH. FlELD CONFIRM ROU6H OPENIN63 PRIOR TO PLACING � WINDOW ORDER _____� 3. PROVIDE TEMPERED GLASS Lf1'ES WITH DECORATIVE GRID PER � � ELEVATIONS AT SIERRA PACIFtC DOOR UNITS NOTE: 4. NOTE THAT HOPE'3 WiNDOWS AND DOORS ARE DEL.!!/ERED"OPEN" 7• �CONSULT WITH OWNER TO DETEF�MINE IF ADDiT10NAL HQSE BIBS ARE , � (UNGLAZEDj. CONTRACTOR TO ARRANGE FOR A CiL/�NG REQUIRED. ADDfTIONAL H�SE BIBS fNSTALLED TO BE FROST PROOF CONTRACTOR TO ORDER AND INSTALL GLAZINGi IN THESE UNITS. HOSE WlTH LISTED NON-REMOVABLE HOSE-BIB BACK-FLOW PREVENTER REFER TD SPECIFlCATIONS FOR GLAZING SPECIFlCATION. PER UBC. CONSULT WITH OWNER FOR LOCATIONS IF ANY. � ` GLAZING SUBCONTRACTOR TO COORDINATE WITH HOPE'S AFTER � SHOP DRAWINGS HAVE BEEN APPROVED TO DETERMINE ACTUAL 2• PROVIDE COMBUSTION AIR INTAKE PER CODE TYPICAL AT ALL FUEL - LRE S1ZES. GLAZING TO BE ORDERED AND INVENTORIED UNTIL BURNINC APPLIANCES. REFER TO MANUFACTURER'S SPECIFICATIONS FOR _ - HOPE'S UNITS ARE DEWERED SIZE REQUIREMENTS OF COMBUSTION AIR INTAKE AND VENTILATION FLUE 5. REFER TO DETAILS FOR ADDRIONAL ARCH LAUNCH HEIGHTlAPEX THROUGH ROOF. REFER TO ROOF PLAN FOR VENTlLATION LOCATIONS. � INFORMATION OA�IC3 ALL ROOF PENETRA�i'IONS A(S POSSIBLE. ' r--- � 6. WOOD TRIM AND CASING TO BE ALDER STAINED TO MATC WALNUT ' - DOOR. 3. DRYER VEIdT PER CODE TO BE 4°DIAMETER DOMESTIC CLOTHES'DRYER ` - -- MOlSTURE-EXHAUST DUCT WITH A MAXIMUM RUN OF 14 FEET, INCLUDING ,� , TWO 9Q° ELBOWS PER UBC _� � 1 �IRS1' FLOOR PLAN : - 4 W1 �1D4VIl SCHEDULE : -_ � � a1•$ 1��° = 1`'0° TYPICAL 11VTERIOR PARTITIOtV: Z X 4 FRAME GOtVSTRUCTION �3 �1/Z"� Q1-8 - __, ,, UNLESS NOTED QTHERWISE A 4050 EXTRUDED SECTION FRENCH CASEMENT UNIT � B 5054 ARCHED EXTRUDED SECTION FRENCH CASEMENT. ARCH APEX � � ' . AT 5'-4"ASOVE SILL WITH LAUNCH HEIGHT AT 4'-8"ABOVE SILL L1MlTAT10N OF WARRAMY OF ARGHRECT'S WORK PRODUCT �` � - C b040 EXTRUDED SECTION FRENCH CASEMENT UNIT The Archit�ect and his consultants do nat warrarrt or guarentee the axuracy and�mpteteness of the work product ,, � " D SOS6 EXTRUDED SECTfON FRENCH CASEMENT ARCHED IQTCHEN. �e�n beyond a reasonable d,i'�gsnce If arry rrostalcea,ommissians,end/or discrepancies are found to e�ast within x - U�e work product,the Architect sha0 be promp�y no�fled. Failure ta prompty notit'v the Architect of such conditb� r - E 6Q46 EXTRUDED SEC770N FRENCH CASEMENT ARCHEQ. SILL AT shaU absohre the Archtted trom any respons�b iiU y ior the consequenc�of such fallure. (" , -� � S7"AFF Actlons taken wtd�out the�edge and consent of the Archftect,or in contradiction ta the Architect's work pr�uct - - F SOS6-3 EXTRUDED SECTiQN CASEMENT UNIT: OUTSIDE UNITS or recommendationa ehaD become the responsibility not of the Archdect,but aF the par6es talang said actron. ' OPERABLE,CENTER UNIT FIXED COPYRIGHT�2002 D.H.RUGGLES AND ASSOCIATEB,PC , G 705Q EXTRUDED SECTION FRENCH CASEMENT UNIT ° The use of a!I iMomiabon be it drawn or wrRten ng herem shaN be restricted to the original projed srte for . � H 2OSQ EXTRUDED SECTION ARCHED TOP UNIT. FlXED. ARCH APEX AT ����d���W� ��P����ereaf�s BXPre�h+6mrted to such use. Re-use, 3'-0"ABOVE SILL WITH LAUNCH HEIGHT AT 2'-0"ABOVE SILL ��0n,°r�a��0"�'y�y method ln whole or tn part,!s prohibtted w►thout ihe wrttten conseM of D.H. } Ruggles and Associates.PC. Title b the p�ans�etnafis wrth D.H.Auggles and Associates,PC without prejudtce. J 5096 EXTRUDED SECTION UNiT WITH 5023 AWNiNG INSET AT BOTTOM Visual contact wt�h these�ans shaii consMute prima facie evidence of the acceptane;e of said restriic�ons as they ' K 6096 EXTRUDED SECTI�N UNIT WiTH 6023 AWNING INSET AT B07TOM ePP�Y m we en�rety oi the information cor�talned herem. ' - - L 4886 EXTRUDED SECTION UNR WfTH 2348 AWNlNG INSET AT BOTTOM �, � � - M 2076 EXTRUDED SECTION FDCED UNIT - N 2020 EXTRUDED SEC770N FDCED UNIT � ��' ` ` ��,'s� - ` _ P 4036 EXTRUDED SECTION FRENCH CASEMENT UNIT - ..��`�� f'y�� � Q �020 EXTRUDED SEC770N CASEMENT UNR A R C H I T S C T S , � 5 � � � D. H. RUGGLES&ASSOCIATES �'� � A�.� �I - - - � GENERAL WINDOW NOTES: Yzs rsanisoN s�t�r,svrr�ios �; R U G G L E S • - � 7. EXTRUDED CROSS-SECTION WINDOWS TO BE SEIRRA PACIFlC ���L �0��5��1� ,�\ � ����i�'�'� � CUSTOM COLOR OR SIMILAR TO MATCH HOPES STEEL PACSIII�III.B s o s 3 5 5-2 5 4 6 �`.� �, . � ��� � . ND WS ND D ORS"QUN METAL"FlNISH. $UBMIT •r�o*�.,�oN.L COiiOfAT10N �,\ �,� ��,�.��, .� Wf O A O �` � � ' - EXTRUDED CROSS-SECTION FINISH SAMPLE FOR APPROVAL �+wecrm�: � � " - _ �. - -� - PRIOR T�PLACING ORDER - _�--" , 2 WINDOW SIZE DESIC3NATION EXAMPLE: 2650=2'-S"WIDE X 5'-0" �pRI G G S RE S IDEN CE _ - - - - HIGH. CCORDINATE ROUGH OPENINGS AND CATALOG � - NUMBERS WtTH WINDOW MANUFACTURER TYP. � - - � - S PROVIDE TEMPERED GLASS LITES WITH DECORATIVE GRID PER ADDITIC�N AND REMODEL - - - ELEVATIONS - . " � 4. ALL GLAZiNG WITHIN 241NCH ARC OF VER77CAL EDGE OF A DCOR TO 1477 .ASPEN GROVE LANE _ - � BE TEMPERED PER CODE n � � _ _ � _. , b. ALLOW ADD1170NAL 3"AT HEAD AND SILL FOR CUT STONE HEAD AND Vri1L f COLO1ttiD� - - - ' SILL DETAILS. - ' _ 6. F7ELD CONFlRM ROUGH OPENINCiS PRIOR TO PLACING ORDER 7. REFER TO DETAILS FOR ADDITIONAL ARCH LAUNCtI HEIGHT/APEX _ �„��; _ iNFORManoN " - FIRST FLOQR PLAN 8. NOTE THAT HOPE'S WINDOWS AND DOORS ARE DELNERED"OPEN" DOOR SCHEDULE (UNGLAZED). CONTRACTOR TO ARRANGE FOR A GLAZING WINDOW SCHEDUi.E CONTRACTOR TO ORDER AND INSTALL GLAZINQ IN THESE UNITS. REFER TO SPECIFICATfONS FOR GLAZINCa � SPECIFICATION. CiLAZINC3$UBCONTRACTOR TO COORDINATE - _ , - - WITH HOPE'S AF'tER SHOP DRAWINGS HAVE BEEN APPROVED �� AS SHOWN ��. TO DETERMINE ACTUAL LR'E SIZES. GLAZiNt�i TO BE ORDERED AND INYENTORIED UNTIL HOPE'S UNIT'S ARE DELNEREb P�T�+�- °RA"`"' °A�• 5.15.02 . - � . 2002.004.535 �HE�I�: DA7E� N0. i�VIBpN DA7L• ��,� _ - _ � - - - _� ;� �q f\ r ' 5Q'�p KEY�J C�TES • O r�-==-______=______-___=� 3 • � i i E A1.9 - - - - - - - - { I 1 1 ENTRYSTAIR: 1 r� � � � 2 NEW MASONRY FIREPLACE. SITE-BUILT FIREPLACE$TO COMPLY WITH � � � THE STATE C�F COLORADO REC310NAL.A1R QUALiTY CONTROL COMMISSlON � � � '- - - - - - - - J I 1 REQULATIONS REGARDING A1R POLLUTI�N.FIREPLACES TO CONFORM TO ' � ( � � UBC. PROVIDE MANTLE PER ALLOWANCE TO 5Q�"A�F(12'M1N.CLEARANCE _ � __ � _ , _ � _ _ FROM TOP OF FIREPLACE OPENING}, DECORATIVE FACINQ PER � � ` � � ALLOWANCE MASOMRY CHIMNEY MASS 1NITH 20°DEEP STONE HEARTH, FIRE BRiCK TYPlCAL AT lNSIDE OF FiREPLACE, FIREPLACE WITH THROAT . 50'-0° � , f � AND SMOKE CHAMBER,ADJUSTABLE DAMPER,SMOKE SHELf TO PREVENT ! 1 � � DOWNDRAFTS FROM REACHINt�i THE FiREPLACE, STRUCTURAL SUPPORT � � ! - - - r � � COLLAR FOFI FLUE L.INtNG (CQORDtNATE WITH MASONRY MASS,FRAMING - -- - - - - - - - - - -- r � r � � PLANS, AND ARCHITEC'T},CHIMNEY FLUE TO EXTERIOR AT TOP OF - � I I I 1 � � CHIMNEY MASS,SPARK ARESTOR PER CODE CONCEALED IN COVERED I _ _ J , ( I STONE VENEER ENGLOSURE. COORDINATE WITH ARCHITECT. REFER TO f I- - - - - - - - - � 1 1 - - - - - -- - - - - - - - - - - - - - - -� - -� I � fMTER1�RELEVATtONS , � � { I � - - - - ` - - - - - - - ` -' - �" -` - - - -' - 3 PROVtDE 5/8"PAINTED TYPE"X"{3YPSUM WALLBOARD TYPICAL AT I � - - - - - - -- - -� � � � ( I ELEVATOR SHAFT WALLS. WRAP EXPOSED STRUCTURAI.ELEMENTS WtTH 1J2'TYPE'�C"PAINTED GYPSUM WALLBOARD TO PROVIDE ( � � � � � � � SEPARA'r10N FROM THE DWELLING tN ACCORDANCE WlTH UBC.PROVIDE �" -- - -' - - -" - - - � � 1 � � 20 MINUTE RATED DOOR WiTH AUTO CLOSER BENVEEN WOUSE AND � � GARAC�E. REFER TO DOOR SCHEDULE. HORIZCTNTAL OCCUPANCY � � ` � � � n } SEPAIRAITION SHQUD BE SUPPORTED BY A STRUCTUFlAIL SYSTEM HAVINC., � � I � � EGIUIVALENT FIRE-RESISTtVE PROTECTtON PER UBC(TYPY'X'PGWB AT �V 1 ' - - - - - - - - -- - - - - - - - - - - - - - - - - - --! CEILINGIWALLS) I 1 � � � 4 NEW'WHEEL-O-VATOR"ELEVATOR PER SPECIFICATIONS BY OTHER. � � j � � NOTE THAT NEW CONCRETE TQPPiNG SLAB OVER EXISTING AT BACK AND _ _ _ _ _ _ _ _ J � \ I I I V V O BATH ISNTERIOR EL.EVATOR F NISH ER ALLOWANCE REQUiRED. PROVlDE - - -" - - - - - ` -' - - -" - - - �" - - - - ' -" J � � � - - - - - - - - - - - �EW CABT, � n � 5 4°THICK COL,QRED,PACFTERNED CONCRETE DECK WITH CONTINUOUS r � �'-�' FIBERMESH REINFORCEMENT. REFERTO FRAMINt3 PLANS, SECTIONS. � cl I 1 ;, I \+ � � � CLOSET B 1�H NOTE THAT DECK IS TO BE HEATED. GONTRACTOR TO ARRANGE FOR A ;1 MEETINCi BETWEEN OWNER,ARCHiTECT,AND MECHANICAL � � I � j I �` 1 212 7 SUBCONTRAC70R TO dETERMINE THE SCOPE AND iMPLEMENTATION OF THIS SYSTEM. PROVIDE NEW LOAD-BEARINC3 FRAME CONSTRUCTION � f� � � } ;; �� WALLS WtTH STONE VENEER EACH SIDE AND AT TOP�VER CONTINU�US � 7 G $ I � � ;; F 1�4 SH1N G LAPPED OVER FRAME. T OP OF FiNISHED ST ONE VENEER WALL r _ _ _ _ _ _ � _ _ _ _ ^ _ _ _ _ _ ^ _ J 9; TO BE 3'-0"ABOVE T.O. FINISHED DECK PER CODE. REFER TO ;; o SECTIONS, ELEVATIONS, FRAMING PLANS ( '�- - - - 6 NEW PLUMBINQ►FIXTURE PER ALL�WANCE. NOTE THAT EXHAUST FANS TO f� NEW CAB �; 2�4 BE VENTED THROUGH THE SOFFIT AS POSSIBLE TO AEDUCE F�OOFC�P 1 - - -- - - - - - - -- - - - O �J BATH '' � PENETHATION � , , � 7 EXISTING CHASE WtTH FLUE PIPES FROM BEL�W TO REMAIN ;i ° 12 8 EXl$TING PLUMBING FIXTURE TO REMAIN C � = _ � _ _ _ _ — — — = T — � ; BATH � �• � C 2 216 a NEYV 3f IQWEf�PER r.LLOWJtiNOE:1'I'1CV1DE THIIJSET TII.E WAi.LS AND - _ � ; , CEILING SLOPED 1/18°PER F�OT TO DRAfN TD BACK WAI.L, STONE 'CLOSET 1 I 23 1 I ; 1 212, 7 8 � BEDROOM ( ___ __ ___. � SHOWER RECEPTACLE,4°QJ DRAIN TAKEN THROUGH FLOOR FHAME, , BEDROC�M 2�� I 1 �; L2�6 � Z °�t- ~ _ , TEMPER�D C�3LASS SHOWER ENC�OSURE WiTH 2'WIDE TEMPERED GLASS O , _ , DOOR, EUROPEAN HINC3ES AMD HANDLE,VALVES AND ACCESSORIES PER I �'s I ' ' - - � - ' � ALLOWANCE,THWSET TILE SEAT iB DEEP AT+18'FROM T.O. t �_5 ;13 12 , , ' ; � 215 \, ) �� : Z ' � � RECEPTACLE _� �1 O ��`� � , � � i; � ; � s 10 LEAVE EXISTtNG AREA ABOVE CLOSET OPEN � � � ��� �j� ;i _ s ° � I �; L � i I 11 LINE INDiCATES STONE VENEER BELOW. F�EFER TO EXTERiOR � \� '� ^ � � i � 10 / � /� � i; J � � � .; � i � � ELEVATiONS, BUILDING SECTIONS.WALL SECTIONS, FOUNDAT N � � IC ;; � sEaT 2�� , ;� - , w_�� - -i-� - AL - FRAMING PIANS i � 1� i { .��_. _.__.__ __� ' ____� _, �_ � 12 1"DIAMETER MEfAL HANG RODS AND PAINTED WQOD SHELVES ABOVE _ � � � _'.��i����� ��'��_�_ �� .!"�����_�_�� ' 1 I ( 1- �I 3 '�,------- -- � I ' PER ALLQWANCE � � 2�� � � 213 'I O � �3 O NER S'REQUIREMENTS CAB NETRY DARAWlN S BY OTH R��H � # ( O 3'-7"_ , '_21 14 PAWTED GYPSUM WALLBOARD COVED CEILING TREATMENT!. REFER TO � --------------- ------------- — — � _�_�Y � _ _ � _ � �-�:._� _ _»_ {� lNTER10R ELEVATIONS, DETAILS, BUILDiP�IG SECTIONS _ , , , ---;------.-- --- ; ___ f ___. ___ 15 REMOVE E)CISTING PLUMBING HOUGH-INS AND FURR-OUT AT OTHER SIDE -------- ----- � � 's i L ;�, �� ! - - � �' - ----- � '� ; �, ;'s ; ;;;; OF WALL IN BEDROOM � !� !? , ; � ' (�; i� °,°, -- ----------- -�;;�- --------- --- 16 L1NE OF DECK AB�VE SHOWN �OR REFERENCE. REFER TQ ELEVATIONS, I < <; 14 � 2�� � � � % NE�► �� '� '°, `; __ FLOOR PLAN, SECTtONS� FRAMING PLANS I ' � =i :; ' � 1 ;' cnsT 2_ �; i, 'a "'" --'"--- - -:--�--- - - 17 4"THICK COLORED, PATTERNED CONCREt'E SLAB ON C3RADE DRNE WITH �;;F . �{� � �- �; � _ � 5� � - -_---_: �� - - - - :, :�;: ' ' ! i _"'•• 15 . o ;, ; , C �„` _______ __ __ N T MENT AT EXPANSION JOINT ABOVE OUTSIDE 1 209 ;T --E���,�-�.- �-�- - — - -- - � 20� 21 `Z s, - ;,,. E F FOU D i0 - - _ , - WITH CONTINUO S FIBERMESH REtNFOR�CEMENT NO � �� �� _;____.�. .�I I SYA1 HALL � � ---------- �1 ' O 1 . '; --- - ----- ;;;�-- --- - STONE GARAGE S1LL ELE ---�-- ��j --- •' � ;„; FAC O A N � r-°"'�--r-�'- . ' �. 2�7 /� � �� 1 2 Sl�������. J Lj`�fi .i ! ���������� J ii�.� �� � �� � � MiK S " f""��""""c�=-=�-===-� '"�'�'(-I ( � 1 g �--====`-= STAi � 1 s COLORED CL?NCRET'E COVERED ENTRY PORCH, STEPS WITH 2°RADIUS OFFICE ' ���� ; , __ ___________ �;;�_ __ BULLNOSE TREAD EDGE DETAILINi3. PROVIDE HANDRAIL PER ALLOWANCE I � � I � � i ;'_'.� TO 34"ABOVE NOSING WITH VERTICALS AT 4"O.C. MAXIMUM PER CODE, �-4 ���- ,, 4��2 i� DEN HANDRAIL TO 36"ABOVEENTRY PORCH AND LANDING. REFER TO FRAIVIlNG ,, ; ; /FOUNDATION PLANS,SECTIONS, ELEVATfONS. PROVIDE CMU PILLARS � � ;�==_�•--------- ELEV �l � 21� U ' WITH STONE VENEER�►Np CUT STONE CAP WITH ELECTRICAL/GAS NEW STONE VENEER �.�--•-----------1-- 12-8 � ' ELEV 13 '; ;; ;r-r';,_""��; � -------}i-------- DECK i ; +.5 ROUQH-IN FOR LANTERNS TYPICAL OF THE TWO PIULLARS CLOSEST TO � �i:� �; �� � : � THE FRONT DOOR. PROVIDE PAlNTED FABRICATED METAL HANDRA�L �O�T � �� ;; --- --- ------- �;;:- --------- --- sr�annRea, co� a _1_ , . .; ;i � ;I; ;;;; \'� �j/� _ HEATED PEWR ALLOWANCE TD+36°A B O V E E N T R Y P O R C H W I T H V E R T l C A L S A T 2i 7 c� C O� ;; ;�; --- --------- -�;;�- � ��r �� R--... �_E �--------------------------------- 4"O. . MAXIMUM PER CODE ______._ O __ � __________ _____ � R __ � -� � # i; ` ;;'� , � �oF�� �; ' � 18 NEW COUNTERTOP,BASE CABINETS, OVERHEAD CABINETS AND SHELVES ___________ ZQ �� I 3` � _ ,� ��rAdT•�� '� PER AL�.OWANCE. CONSULT WITH OWNER. COORDINATE WITH CABINETRY ._ --� � �� --- ---.-- .,;. � � � , , -,i;;-- ---------- ----- � �i � ;i DRAWiN{3iS BY OTHER F '�-1; '�'� �1 I _ 20 PAINTED, " �� FABRICATED METAL RAtLINC3 PER ALL�WANCE WITH VERTICALS � --- ----------- -i;;�- ---------- ----- �i :! „ - ----- ; STA1 _____ � AT 4 Q.C. MAXIMUM PER C�DE. ATTACH TO STONE VElVEER WAL,L AT __ , , � -- ----------- -L�r- --- .. .---- , , L 1 EACH END. REFER TO ELEVATIQt35, SECTIONS. COORDINATE WITH 12 � � I � � OWNER,ARCHITECT 21 EXISTfNG ROCK RETAINlNQ WALL TD REMAtN. SHOWN APPROXtAAATE . 21S V � EN�RY � � 22 DASHED LtNES iNDICATE AREA OF NEW KITCHEN CONSTF�UCTION ABOVE " 5 25 E� 2 � O '° ' PO CH ; ; � i SHOWN FOR REFERENCE. REFER TO FOUiVDAT10Id 1 FRAMtIVG PLANS, DEK ; ? +.5 ; �- -----r --- --------------�------------- , -- ----- -� , �. � �" FLOOR PLANS, SECTIOONS, ELEVATIONS Y � _� � _ , ;-_-----i - -------�------ �+ ------ -, ', � "- •�. ,� � .,,, ,� -- ' PROVID TAINED WOOD MOUL,DING DETAIL ABOVE. REFER TO DETAIL eR ------------------- i i � i ; - - `� � 2/A1.8 THIS SHEET �p c n� � R � -., L 2- � __„ � . Y ; �� i 24 DECORATIVE.ANTiQUED LANTERN PER ALLOWANCE. PROVIDE +►s•�R���p�� _ �' _ 25 NLEW FROST PROOF HOSE Wi HSLISTED NON-EMOVDAB E HOSE BIB ACK- i �-- -- -----------=-i------------- - - -- -� . � � _ _ ; ?: ,; i; „ O O � ' ' FLOW PREVENTER PEF�UBC ii L ""_"_"'"""""""'_" " J "-'"°� " '-�" " ----- I END: � } �- - -- I NOTES: �� EN'�RY � � - i. CONSULT WITH OWNER TO DETERi',�!!VE IF ADDtT1t?NAL HOSE BIBS ARE , �; � lA,� ' PO�CH � ; � '�G � �,� � REQUIRED. ADDITIONAL HOSE BtBS tNSTALLED TO BE FAOST PROOF ;; � �, , i � ; i_ ---' 2DS -------------------------- � -- ---- _J ; � � � �, � � (� l � PER UBC CONSULT WtTH OWNER OR�LOCA1TiONS F NOW PREVENTER , , -�.�. ` � r� ---i - ------- -_-----'-_------ � ---- _ � .,. � i \� 20 ! � 2. PROVIDE COMBUSTI�N AIR INTAKE PER CODE TYPICAL AT ALL FUEL ; ? � BURNING APRLIANCES. REFER T�MANUFACTURER'S 3PECiFICATIONS FOR SIZE REQUIREMENTS�F COMBUSTION AIR INTAKE AND V�NTILATION FLUE ; 't__ __ _ _ __ _-________-_._.____ _ _ _ _� ; _ THROUGH ROOF. REFER TO ROOF PLAN FOR VENTlLATION I.00ATtONS. � _ ___ _________!_____________ _ ; i GANf3 ALL ROOF PENETRATIONS AS POSSIBLE. - ----{----- , " j 3. DRYER VENT PER CODE T(]BE 4'DIAMETER DOMESTIC CL�THES'DRYER � � MOISTURE-EXHAUST DUCT WITH A MAXIMUM RUN�F 14 FE�T', INCLUDiNG � -- TW�9b°ELBOWS PER UBC 18 � ; � ; , � � - - - 4. GAS LOGS lNSTALLED iN SOLID-FUEL BUF�NING FfREPLACE: BLQCK FLUE I � DAMPER OPEN PER CODE TO PREVEMf SPILLAGE OF COMBUSTION PRODUCTS INTO THE RODM,WITH A MtNIMUM OF 1 SQUARE iNCH PER � � 2,000 B�/h INPUT OF THE C�AS LOG. - � - � i , i , 1 --- '�7 24 24 � -- ` , �� - , - LIWUi'ATION OF WARRANTY OF AfiCHTTECTB WORK PRQDUCT -- � Tt�Architect and his consultards dc trot warraM or guarardee the accurecy and crnnptsteness oi the work product � --- -� - - herek►beyond e reaaonable dil�ence, tF any rtuatakea�cnunissiorts�and/or discrepancies are fo�d to exist wrthin , 1he wadc produc��the llrchitect shall be p��ampUy notifled. Failure to promptly not�v the Archltect o!suc�'t condttions , � - I shaH absolve U�e Architet�from any respons�pity fo�the conset�uences o#8uch faTdure. � i or�recorm�ne�ndetlons b�ecoms tl�e respon �s�bEtEtYf not��A�'rds�decmt,�bbut af tha partlea talb'�,s�product 1 COPYi�GHT O 2�2 D.H.RtJG�LES AND ASSOCtA'1"ES,PC , � --- , wh�ch aaid infcrmstion was and pubhcahon thereof is expres8ly iim►ted ta suds use. Re-use, The t�se cf ali�rdorrnation be Pt drawn or written harein shalt be reatncted to the migmal e r - 4 ^ � reproductbn,or p�licatton any method,in whole or in part�is pro�ited wKhout the wdtten c�nssrrt ofi D.H. � Ruggles and Associates,PG. Tftle to the�ans rema�s wlth D.H.Ruggies and Assotiates,PC wiU�out preju�ce. Visual coMact wMt�fhese pians shaN consdtute prima fade evldence of the acce�tance of seid resMctlons as theY apPry to the ent�ety�the iMatmadon c�rEtained herein. � � �,�F �.�^ _� ,�1?F� -.\ 2 SE�C�ND FL�4�R FLC��JR FINISH PL.AN . ;. n�� � _ �t:t-.���, _ � � � A1.9 y/4" - 1'-0" TYPICAL tNTER10R PARTITION: 2 X 6 FRA�IIIE CONSTRUCTiON (51/2"� A R C H I T 8 C T S %' /�i,�A�p � ` UNLE�S NOTED OTHERWfSE o. H. RUGGLES&ASSOCIATES ,�u����s � 123 MAbISON STRART,SU1TR 103 ,'� ��.'���,'� � � DBAtVBR.COLt?RADO SO?A6�S417 `� � --- T6L8PI30N8 S0S 35b-2460 ��,�`�`y � � ��v�o ' FACSIIVIILB 808 555-2546 ���jr ;,���.y ♦llOt�itiONAL COEPOlA4ION E �/` ° h�'` - EXISTiNG � - FURR-DOWN " �reo�ctsm.E. �---_ . - SPTZIGGS RESIDE�TCE � 1 SE�t'�ND �LflOR PL � .� � A1.9 1/4�r = 1 i-v� . � - � ADDITION A,ND REMC�DEL . � TYPICA� INTERlOR PARTI ON. 2 X � FRAME CONSTRUCTIDN (51/2 ) 147�' ASI'EN GR4VE LANE � UNLESS N�TED OTHERWIS _ v.�, coLO�Do � � - � _ � J � - ���� SECOND FLOQR PLAI� � SECOND FL�OR FLOQR FINISH PLAN DETAtL SEGTION r � '�' 1/4» � 1� . a» �� �+�. �r�� �,�°: �►*�: s.a.s,o2 ' iWZ.004■�7s7a7 �� DA'[E: N0. I�Y�qAh ' DA1E. ��•� $ � - - - - _ DETAIL �ECTI�N : t3EDRC�C�M 1 CEILING �� 2 / � - A1.9 3n � 1'_On . . ,-r . . � _ , ,. i , � � ., i < ! r- - - - - - - - -- - - - - - - - - - � , ' . � . j� � � ... . . . . , . . o KEYN QTES . O r I ��J � r � • ... ____ =---"=- _ _-__ ' � c � F. - � - --� O � f-- - - - - - 4 ' F. - � - -y O � r - - - - - 1 1.1 � w � 24 , � � o _ a wG o O� � 1 ENTRY STAIR: f � I � ( I 2 NEW MASONRY FIREPLACE. StTE-BUtLT FIREPLACES TO COMPLY WITH I #5 j6 4 11 � � ' THE STATE OF COLORADO REGIONAL AlA QUALiTY CONTROL COMMISSIO� � � KITCHEN —J � � _ I REGULATIONS REGARDING AIR POLLUT'ION. FIREPLACFS TO CCINFORM TC � �_3 � J UBC. PR�VIDE MANTLE PER ALLOWANCE TO 54"AFF(12°MIN. CLEARANCi _ C 5 � � TC � FROM TOP�F FIREPLAIGE OPENING}, DECORAVTNE FACING PER � � 12 -1 ' � � � ;; �. . � � ALLOWANCE MASONRY CHIMNEY MASS WITH 20 DEEP ST�NE HEARTH, . , , D� py� FIRE BR1CK TYPICAL AT INSIDE OF FIREPLACE,FIREPLACE WITH THROAT . I � � �SLAN� L �: ( � F========�='=== � ISLAND L :; I AND SMOKE CHAMBER,ADJUSTABLE DAMPER, SMOKE SHELF TO PREVEM ��, 13 — � I - DOWNDRAFTS FROM AEACHiNG THE FIREPLACE, STRUCTURAL SUPPORT i 8 ( COLLAR fOR FLUE LINING (COORDIN�►TE WITH MASONRY MASS, FRAMING � � _ _ _ _ _ _ _ _ �' _ ,,��'�,,I.� +36' PLANS,AND ARCHITEC�, CHIMNEY FLUE TO EXTERIOR AT TOP OF . � �, 4 �\, 3 D ,�t.-- - - - - - - � CHIMNEY MASS,SPARK ARESTOR PER CODE CONCEALED IN COVERED STONE VENEER ENCLOSURE. COORDINATE WITH ARCHITEC7, REFER TO I „ iNTER10R ELEVATfONS. PROVIDE N1CHE AT FIREP�ACE FLOOR LEV��_;_ . PA�� � (- ..; � P�►n� , I *�� � RECESS STARTER, ETC. INTO FIREPLACE WALL COORDINATE WITH I .�� p{�► • I �======�==== . � AACHITECT 3 PLUMBING fIXTURE PER Ai.LOWANCE 24 313 25 � I ' ;; � 4 RANGE WITH OVEN BELOW AND VENT HOOD PER CODE WITH _ _ _ _ � _ _ 7 _ _ _ _ _ _ _ _ _ _ � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J � � ARCHITECTURAL TREATMENT. VENT TO EXTERIOR PER MANUFACTURER'� � s �4 � I � �.-�. _ .�.-�. Q P �.= ,; RECCOMMENDATIONS AND ALL APPLICABLE COQES. REFER TO 1NTERtOR � 303 �; ; �' °' (� P � � ELEVATIONS. � o � � o 0 : � ; I SPECIFICATI�NS :• c:• � • _ __��___�____.�____- ' • `i �: �' TES STONE VENEER BELOW. REFER TO EXTERIOR ' . -:-:.-. . � ---------- - •• . �:=>: - ------ ----- ---- I =_-::_-__==-===-_= =_ ___________________ -----------, .. --- --------- '_ - -- «-_===--�. . ----- -----;r-:-�-__--_--; , ( =__:_:::_ =-:�::___ :'. .• ::...._.. _ -_==--_ -:_>:-��_- -.,:-_>. . � -• ------ ���Y--�.��_ ELEVATIONS,BUILDING SECTIONS,WALL SECTIONS � � ' � : : � � � ;1: :�- ' _ �° 1"DIAMETER METAL HANG ROQS AND PAIf�ITED WOOD SHELVES ABOVE . , , � I , ,.•_` ,.� . � , , - -----------------------------------� -� – 1------- --------- --------------- ---------- - " - ----- ; � 6 \ / �-� _. ; ; .�, i � � � / � . .. I • � �. ; �; � ; ; '; „ , , " i �- ; ; ? , , , , , ; 1 . ----------------------------------------E=-.:�--�==----'�=- � ( � / - - - -;; � - - -- ; :_ ��:____:•_v_�_�i_________ _ _ _ _;T :.; _ _ _ --- ---- ----- -- - - � 7 NOT THAT HANGiNG ROD, SHELF,AND WINDOW RELATIONSHIP TO BE ^1 � I MASTER , , , , ► 1 305 ' I � MASTER_ / . I i � I \ `BATH / ---------------- � ' ' ' � --------------- ------------------------- ------ - ---------------------- --------------------------- R'S I --------------------------�-----,-{---------------------- - ---------- ------------------ H � RE Ut EMENTS M � BATH � M CQORDINATED WITH OWNE CLOSET Q R � � l TOIL. 'THATCH '�CL, SET � ' � '' I 4 � � 13-7 TOIL � t � � , 1 f -��,, 8 CABINETS SHELVES COUNTERTOPS PER ALLOWANCE. REFER TO ,�; Q ,=_Y:_- � � � I �-� -a I � PANTRY � __t I I � � . � -----•.�-� ! THATCH�;CLQSET � , . PANTRY � '� � CABiNETRY DFiAWiNGS BY OTHER I \ � 3'�4 - � �_9 L3-4 ; ; ;�=-;--�'t, � / :.�-;; � �_4 :� , 9 NEW STACKABLE WASHER AND DRYER PER ALLOWANCE. VENT DRYER TC ,,, .. , , , �0� � / " ; ° ' ' ' ;-i ;� ; �; ii' , CODE. REFER ELECTRICAL PLANS. NOTES THIS SHEET ;; ; , , , ' . ' , ,,, ` ;, EXTERIO PER , , � � 1 H x " � ; I ; ? ; i � :: ; ;_.----------; ; ��-_�__'% N e ___--_-- � �-9 :. _ ' - -:'1 ; 10 ISIJ\ND ASE CABINET UNlT WITH COUNTERTOP TO+36"AFF AND RAISED • , , � � � / - �`9; � i 8 - -- --- , ., � ; , �-----•----- __ .� �qT � � STONE TILE ' � Y �qT x ~� STONE TILE N BREAKFAST BAR COUNTERTOP TO+42 AFF ' . , i ; ; ? , , � �' : ; I f � ---" - � - 1 WITH CABINETRY DRAWINGS i / , / \ ;; � : � r-'- � \ "-'-` MIKEiS;C���ET � 8 I � ( MIKE�S;C �SET I 1 PROVIDE KITCHEN BASE CABINETS, COUNTERTOPS, OVERHEAD CABINET: , .s � , , , • � /SHELVES ER ALLOWANCE. COORDtNATE , , , , I ' "� ' � , — — — — — ----- --- � � — ` ` — — — — — — - - ----- , , , � ATERF / 3 � � � - -;-� - - �- � E ; i- �i? n� � BY OTHER p , , ; _ ; ; r� � +-- N � ' .. ; , : . ;;; , ` : � - � , I ' i ; � ; ; ;-----_---_�' ;---------------------------------'-----�----- ; ?� J -- --- - - - ---- 12 TRASH COMPACT�R PER AtLOWANCE I ; � � 312 _ �; _ ----- � / � � - - N . , , ; , � ; ; � 311 •�'- � � � ��� � ••• :; 13 NEW DISHWASHER PER ALLOWANCE PROVIDE AN APPROVED AIR GAP � ; - _ _ _ _ � � I � ,_, �.,� _� _ _ FI7TfNG ON THE DISHWASHER WASTE LINE PER UBC � ' ' . - -------- ---------- ': -- --i--------� f ___________;; ; `• � ;; __.i________�; � 14 REFRIC�ERATOR PER ALL�WANCE. PROVfDE WATER CONNECTION FOR . , r •. , „ : , , , , � � � --- ---- --------- -- ----------- = � � ; N . �• �� �'•• %'� „ - ----------- -------- -- I ; ' ; : � ; ; � ; ; , I_ J�---------- --------------------------------- � ; 6; � --- -------------- - ----------- - -------'' ---------- ------ - - - - - ----- 10E-MAKER. CO�RDiNATE WITH OWNER'S MECHANICAL SUBCONTRAICTOF � - N � ; ' g_CK � � i T � 1 1 ; � � EAT��G a4R6A S� ; ; ! ; ;: , ; , � . v - , ' ' � ' ' �-� � � R'S OF , NE TION FOR N I'll DC W,4TER CON C .; , 8 g � �-t�--- -----------; � �}.- 02 ' ' ---------------------------------- - -------------------- �tttD---- � . , , , NTRACT . i REFRIQERATOA PER,,LLOWA CC , ..: ___________ � I C E M A K E R. C O O R D I N A T E W I T H O W N E M E C H A N I C A L S U B C O , � • - � � � � ------•---•r------------- ANCE COORDINATE � � � �-------- •` - -------- --� � ---- -- - --- - ------- - - -- 6 NEW WINE COOLER PER ALLOW , � , , � � � - - - ---------�- 2 TA��� 1 � - �3 � 1 : � K�YNC��'ES : O 1.11 1.11 1 ROOF SHINGLES:GLAY Tl�E PER SPECiFlCATIQNS OVER(1)LAYER 43# ASPHALTIC FELT(CONTfNUOUS LAYER WITH 12"LAPS),`ICE AND WATER TAeLE i5-D-1—ROQF{NGTILE APPLiCAT10Pi��OR ALLTIl.ES SHtELD"LOW EAVE fLASHING tCQNTINUES UP ROO�30"MINIMUM OVER ' 1 X BATTEN SYSTEM ON 5/8°EXTERIOR PLYINOOD SHEATHING OVER ROOF SI.OPE 2�/:UNITS VHiTICAL Ri t2 tR�fff3 i�tTAL ROOF SLOPE 3 UNRS VERSICAL M112 UNffS NOt�OHTAL Q17GSIope)TOLESSiHAlfSINlITSYEATICAL�t12Ut�7S ���o�R ROOF FRAME PER FRAMING PLANS. REFER TO SPECIFICATIONS FO "ORQOtJ'����f MANUFACTt1RER,'IYPE,AND AQDtT10NAL tNFORMATiON : � 1. �ny„�� � so�,d sheattssng per Secxions 23�2.2 and 232012 9 2 CLAY'Ri.E ROOF SYSTEM GRICKET BEHINQ CHIMNEY MASS. PROVIDE Z, U�� � Same as fot oiher clunau azeas,except that extendin FLASHiNG AS REQUIRED , in climat�e areas snbject to from ihe�aves ap the roof to a Ime 24 mches(b10 mm� 3 GANG AL.�FLUE PiPES,VENTS,AND HC30F PENETRATIONS TO N�F�TH �����,�� mside thc extenor wall line of the buiidicg,two layors of AREA OF ROOF AS POSSIBLE. PAINT A11 V1SlBLE F300F PENETRATIONS - �g��� � nnderlayment ahaiI be applied shwgie fasfiibn and sohdly regions as sbown m(�apter B�uit-up mofing membrane,thrce plies minunnm,apptKd per cemenud together wsth an approved cemeatu+g mazenal TO MATCH ROOF C�LOR. (VOTIFY ARCHITECT OF VISIBLE ROOF 16,Fignre 16-1. Su�ioa 1507 6.Snrfacaag not sequued. PENETRATiONS REQUIF?EQ AQDITIONAL TO THOSE SHOWN. J p����� One layeF heavy-duty fei!or Type 30 felt side lapped COQRDJNATE[.00ATIONS�F ANY ADDITIONAL VISIBLE RDOF 2 tttc6es(51 mm)and e�lappcd 6 mc.hes(253 mTn} PENETflATiflNS WiTH ARCHITECT . 3. Auac�ment2 COnOStOA-I�.S15ta�t a31�5IIOt kSS tl�n AI0.11 gege,5/26'mCh(7•9 mm)head Fasteneis shail comply v�nth the teqwremeats 4 MASONRrtf CFifMNEY MASS CONTiNUOUS 1IVITH 6°THfCK STONE Atta m ' Z�pe of fasteners af tfiapter 23,Drvinon I�I,Part IIi.Fasteners shali be long eacwgh to penetrate iato the sheathmg 3/4���t9 mm)or VENEER AND GALVANIZED NON-CORRO&IVE METAI.MASONRY Tt S through the tluclmess of the sheathmg,whichevec is less.AttachmB wue for ctay or concrete tile shau not be smaller than AT 16"O.C.FtDRlZONTALLY AND VERTICALLY STAGGERED W iTH 0 083 u�ch{211 mm)(No.ia B.W.gage). WEEP HOLES AND F{ASNING AS REQUlRED. PROVIDE N,u�r of fasceners� one fas�,er per nte.F�as rite withrnu vemcallaps,nvo livo fasteners per h'le.Oniy oae fastener oa slopes of HA�DONSTONE DETAiIING AT TOP,FiRE BRICK TYPICAIL/4�rf itdSIDE ��peT�, 7 untts verdcxt in 12 units homm�tal(5s3%stope)and QF F�REPiACE,FIREPLACE WITH THROAT AND SMOKE CHAMBER, less for tites with mstalled we�ght eacaeding 7S pounds per squaTe foot(35 6 4g/m2)havmg a xndth no greater Nan ADJUSTABLE DAMPER,SMOKE SHELF TO PREVENT DOWNDRA�TS i6 mc6es(406 mm)4 FROM REACHING THE FIREFLACE,STRUCTURAL SUPPORT COLLAR 4 ���p 3���76���� FOR FLUE LtN1NG(COORDINATE WITH MASONRY MASS, FRAM WG PLANS,AND ARCHITECTj,CHIMNEY FLUE TO EXTERIOR AT TOP OF 5, ��st„ng ' Per Secaons 1508.4 and 15U9 CHtMNEY MASS. PR01f1DE SPARK ARRESTOR ENCLOSED!N 1 Q lIn snow.azess,a minimmn of two faste�rs per tile are ra�rired. CQVERED$TONE VE�IEER TOP BANE3E0 ELEMENT WITH 2���a��by t�b�ldmg off c�ai as bwng sub,�ect to repeated wind veltacaties m esoess of 80 miles per hout(I29 hnlh)or wbere the roof heigh!ezcceds RECTANGULAR OPENING AT EACH S1DE FOR CROSS-VENTlLATION. 40 feei(12192 mm)above grade,all Wes shall be attach�d as follows: PROV#DE CUT STOONE CAP CO\/ER AT TOP SLOPED TO DRA1N. s �1 The heads o#all ules s6all be nailed. u The poses o#81i eavt cnntse ules shat!be#asteaed adth apQroved d� REFER TO EXTERIOR ELEVATIONS � Ali ra1�e t�es shall be na�led with two nails. b UNE OF STONE VENEER WALL BELOW PROVIDED FOR REFERENCE. r-------- -- ----------------- ----------------------------------------------------- -------------------------------� zs T'Le noses of all rulge,�p and rake hles sbait be set in a t�ead of approved roofer's mashc. ; ___________________________ ___________ , 3In snow,areas,a min�muns of two fasteneis per Ute are req�nrtd,or battens and one fastener. REFER TO E)CTERI�R ElEYAT10NS,BUILDING SECTIONS, FLOOR P a' _:_..__ "----_----- =r =-_-= � 's 4oa s1�es over?h��u vemcai in 12 nn�ts honzontat(200�k slope).the nose end of all nles shall be secnrely fastened S 11NE OF FRAME CQNSTRUCTION WALL BELOW iN1TH COLOR � 3 .�� _ . _l;. . �� �, i .�- s � - ' � • i, ', ' . __ �� � `. ---- � ; ,., �;--------;-------- ----;; ; ;.�,, ;r - -------------------------------�;` LDIN S CT�10 S FLOOR PLANS FRAMING ; iMPREGNATED PORTLAND CEME �-T----------------------------------------------- , , ;` , ' VENEER BASE COlJ1�SE PROVfQE , ; , , , R R ELEVATION , Ut , , ; ; � � : �•, , , . --- ------------------------- - , . , �� �--------_v- ----------------------,' , " .' " � -------'�--:-•- ------------- '; --- ; ; , :, . - ----------- -- ='�, COND � ; PLANS , � � ' � . , `------------------------------------------------ ---; i� `'. =" ; 7 B W PR 1/i ED F R REFE NCE7'1(P1CAL. REFER TO SE j ' FLOOR PLAN FOR BPECiFiC lNFORMfl4T10N � � ° � �'•., :'" �'-----i----- 8 ECORATfiVE FRAME CONSTR ION CHIMNEY MASS PER ELEVATIONS, L� �_ p UCT ; ; ` . ,%� ; ; 00 S,FRAMING PLANS. EXtSTlNG FLUU PiPES TO BE VENTED ; �------------------------------------------------- -----� ;;; ��. ; , � - FL R PLAN . ; ; ;;, - = � HtMNEY MASS ELEMENT$UILT ON TOP OF THE EXiSTIN , , . . G1-I THIS C , . , ,�; � ; :--- ---- , � --- - -•- $ , R , k:""-r-'-'-° , J ; aoo� F'""" '"'� i, ``,<�` � � ' " � � i � ; ; _ , �'• `� 9 CLAY TILE ROOF SYSTEM CRICKET PEA SPECIFICATIONS BEHIND ENTR � i ____:__ , TOWER R�� PRaViDE FLASHING AS REQUIf3ED. NOTE THAT NORTH Y :���___;-;;,; ; WALL�F ENTRY TOWER IS TO BE BUILT�N TOP flF THE ROOF SUCH `' _'� ' ;;;;? ;`____��',' ; THAT THE CRtCKET ROOF ELEMEN'F CAN ACCOMMODATE THE BARREL _ _ ;, s '' 1 10 EDGE OF ROOF , --._.� , , .- - . , , „ , , , : , , ;;., - y E F HIP , . • , , . „ --------------------------------------------------------------------------------------------------------------------------------------- �..-= " ``--==--'�� 1.11 '1 LIN o , ; „ �_ , , , , ,.--' � � - � � ��� - . . , . ,, ��,. . , . . . '��,. �� , -----------------------------------------------------------, , , , : ��'���.. :��. , � ; ,- -- : ; ' r-------------------------•-----------------^------------------------------ ' 12 L1NE OF EXISTi1VG HIP(iVEW CLAYTiLEj ; , ; , . , .,, ;---------- ,,. ` ___ ,q ; - 13 CWY T1LE CRICKET AS REQUIREDTO PROVIDE POSiTiVE DRAINA - E_____________� ;� � �l' �'•. � z ; AROUND TH E E N T R Y MASS AND TQ ELIMINATE HORtZONTAL VALLEY tA i iNTERSECTION BETWEEN ENTRY MASS WALL AND LIVING ROOM ROOF. 11 6 10 � ��`�" F---;---- � ; � "� PROVIDE FULLY ADHERED EPDM MEMBRANE ACROSS CRICKET TO 18" i � � ; s UP ROOF EACH SIDE , •,1 � 14 L.INE OF VALL.EY _� � , , „ , � _ 15 LlNE OF RIDGE , , , . , , . 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LOAD BEARING FRAME WALL CONSTRUCTiON WITH 1/2'EXTERIOR SHEATHING, R-18 BATT EXISTING RIDGE AT 8472.5' INSULATION, 5 MiL POLY VAPOR BARRIER AT INSIDE FACE,+4°THICK _________ __� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STONE VENEER"WATERLINE"BASE(1A t AIR SPACE)A'tTACHED WITH . 7 ..-' '-.. GALVANIZED NON-CORROSIVE METAL MASONRY TIES AT 16°O.C. j 7 HORIZONTALLY AND VERTICALLY STA'GGERED WITH WEEP HOLES AND FLASHINC3i AS REQUIRED+3/4°THICK COLOR IMPREGNATED PORTLAND - 'I O CEMEPIT STUCCO OVER WIRE LATH CUT STONE WATERLINE CAP DETAIL. � TAKE STONE TO 6"BELOW GRADE MiNIMUM. PROVIDE EXTERIOFl/INTERIOR RETURN AND PiECES AS REQUIRED AT STONE 14 CONDITlONS. REFER TO WALL SECTIONS,PLANS, DETAILS - 3 EXTERIOR WALL�2: 2 X 6 AT y 6"ID.C.LOAD BEARING FRAME WALL � CONSTRUCTION WITH 1/2"EXTERIOR SHEATHING, R- 19 BATT i 8 INSULATION, 5 M1L POLY VAPOR BARRfER AT lNSIDE FACE, +4°THICK STONE VENEER FULL HEIGHT(1°t AIR SPACEj ATTACHED WITH � GALVANIZED NON-CORROSIVE METAL MASONRY TlES AT 16"O.C. �1 HORIZONTALLY AND VERTICALLY STAGGERED WITH WEEP HOLES AT 2'-0°O.C.OR AS REQUtRED AND FLASHING AS REQUIRED+3/4"THICK COLOR IMPREGNATED PORTLAND CEMENT STUCCO OVER WiRE LATH 5 CUT STONE WATERUNE CAP DEI'AIL. TAKE STONE TD S"BELOW GRADE MINIMUM. PROVIDE EXTERIOR/tNTERIOR RETURN AND PIECES AS / \ / \ 25 REQUIRED AT STONE CONDITIONS. REFER TO 1NALL SECTIONS, PLANS, - - , - � � � � � DETAfLS 4 COLOAED C�NCRETE ENTRY SLAB ON GRADE W1TH COLORED, PATTERNED BORDER WITH WIDTH TO MATCH FOUNDATION WALL: 8 / \ / \ CHANGE MATERIAL C�LOR/PATTERN AT EXPANSION JOINTS TYPICAL � � � � 5 DOOR/WINDOW/OPENING AS SCHEDULED. PR01ElDE CUT STONE JAMB \ � 5 AND SILL DETAtLING,TIMBER HEAD DETAILING AT DOORS/WINDOWS/ OPENINGS AS SHOWN. � ` � � REFER TO DETAILS, SPECIFICATIONS 6 WINDOW BOX PLANTER PER ALLOWNACE. MOUNT SUFFICiENTLY BELOW I 15 \ / \ / WINDOW SO THAT WINDOW OPERATlON DOES NOT INTERFERE WITH 5 I i � 2 j FLOWERS/PKANTINGS. COORDtNATE ITEMS TO BE P1.ANTED W / \ � � � PLANTER WITH OWNER — — — — — — — — — — — — — — — — — — — — -f- — — — I 7 DORMER WALL:2 X S LOAD BEARING FRAME CONSTRUCTION WALL V111TH 1/2"EXTERIOR SHEATHING, R-19 BATT INSUi.ATION, 5 MIL POLY , � EXISTING THIRD FLOOR AT 8452.5' VAPOR BARRIER AT INS(DE FACE. REFER TO WALL SECTIONS, 6 � - — - — - — - — - — - — - — - — - — - —— SPECIFICATIONS. REFER TQ FRAMING PLANS. SIDE WALLS BUILT ON � TOP OF ROOF,FRONT WALLS COPLANAR WITH HOUSE WALL FRAME. � � � 26 PER S'ECtFOICATION S VERTWIRE LATH ND CEMENT STUCCO(COLOR r� / \ � 8 2X ROUGH-SAWN WOOD FASCIA BOARDS. WORKTO BE PAiNTED. — - \ / � / � REFER TCJ FSUILDHVG SEGTIONS,WAILL SEGTIOtVS, DETAILS / � � � 8 FINISHED GRADE:PROVIDE POSlTIVE DRAINAGE AWAY FROM _ _ _ _ _ STRUCTURE TYPICAL. REFER TO SITE PLAN. CONTRACTOR TO PROVIDE 17 FOR AN OPEN HOLE INSPECTION AT THE EXCAVATION SUPERVISED BY _ , � A LICENSED SOILS ENGINEER � / � / 10 ROOF SHINGLES:CLAY TILE RQOF SYSTEM PER SPECIFICATIONS - - - ` ; �; 11 ZX R�UQ�H SAWN FASCIA DETAIL 3 O 12 COMMISSIONED GARAGE DOORS AS SCHEDULED AS MANUFACTURED BY �� '" " ' ' " ^ �� CHEDUL ,�� „ „ , ,,. ;; �;;; �; , �� i"�____�_.___�;�� �� �� ! � " " EXISTING SECOND F100R AT 8443.5 ' ' c;, ; , , � , , ;^ ___�_____;; ; _____�____� , w____�:__ �!i ! i E E i DESIGNER DOORS REFER TO DOOR/OPENIN S - SPECiFICATIONS FOR ADDITIONAL INFORMATION y � 13 PAINTED, FABRICATED METAL FlAILING 1NITH VERTICALS AT 4"O.C. ON TOP OF STONE VENEER PARAPET DECK WALL. COOROINATE WITH 1� \ � \ / \ 2 OWNER,ARCHITECT. ARCHITECT WILL PROVIDE LARGER SCALE, MORE DETAILED DRAWINGS OF RAILING TYPICAL. NOTIFY ARGHITECT OF NECESSARY LEAD TIMES, ETC. REiATED TO THIS ITEM IN THE MASTER C�NSTAUCTION SCHEDULE SO THAT tT CAN BE SCHEDULED TO BE i DETAILED 8 14 QECORATlVE, STAINED, ROUGH-SAWN WOOD TIMBER BRACKETS � / � / y5 COLORED CONCRETE ENTRY MASS CAP OVER BlTU'i'HENE 300 WITH 9/8" f 2 �° PROTECTION BOARD ON 3/4"PLYWOOD SHEATHING OVER FRAME PER i L�" ,� FRAMING PLANS. REFER TO SECTIONS, FRAMING PLANS. CONTRACTOR TO SET UP A MEETING BETWEEN OWNER, CONTRACTOR,AND � � ; 24 I � � ______ __________ ARCHITECT TO DtSCUSS THIS ITEM AND OPTION TO USE"GACOFLEX"OR 22 ' ' EXISTING FIRST Ff LOOR AT 8334.5 � ' - FULLY ADHERED LOW PITCHED R�OF SYSTEM WITH REMOVABLE(ST�NE ; r""1"'"""' "" """"" ' �---� � 4 23 � - — - — - — - — - — �— — — — —� - — -- 1------i----------------------------------i---------� ----Z---- ---------- OR SIMILAR} VENEER � � r - - - - - - - - - - I 16 RECESSED NICHE IN STONE VENEEER WALL: RECESS 2 ,2"TtiiC'� I I STONE VENEER AT RECESSED AREA I � 2'4' f , j I { e� t7 DASHED LINE INDICATES GALVANIZED IRON FLASHING TYPlCAL AT I I I I � � � EXPOSED ROOFNJALV CHIMNEY MASS INTERSECTION�AiVD AS � I I I � � I REQUIRED PER CONDITIONS. ALL EXPOSED FLASHiNG TG BE COPPER. REFER TO SPECIFICATIONS L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ _ _ _ _ I_ 1 _ _ _ — _ —I _ J L — — — — — — _ — — — _ _ _ — 18 SOLE PLATE OF BACK WALL OF ENTRY TOWER TO FOLLAW NEW CRICKET RO�F ELEMENT PROFILE TO ACCOMMODATE fr`sARRE�L CEILING IN STAIR HALL BELOW. REFER TO PLANS,SECTIONS 19 NEW MASONRY CHIMNEY MASS WITH 4"THICK STONE VENEER AND GALVANIZED NON-CORROSIVE METAL MASONRY TIES AT 16"O.C. - S�J U T H E L EVATI O N ■ HORIZONTALLY AND VERTIGALLY STA(3GERED WITH WEEP HOLES AND FLAiSHING AIS REQUIRED. PROVIDE CUT STONE BAND DETniL�NG, 1 C�LORED CONCRETE CAP DETAIL,OPENING AT EACH SIDE FOR CROSS- �■,�• 1I4�� � 1��Q�� VENTILATION� F1RE BRlCK TYPICAL AT INSIDE OF FIREPLACE, FIREPLACE WITH THR�AT AND SMOKE CHAMBER,ADJUSTAl3LE DAMI�ER, SMOKE SHELF TO PREVENT DOWNDRAFTS FROM REACHING"i HE � FIREPLACE, STRUCTURAL SUPPORT COLi.AR FOR FLUE L1NI�IG (C�ORDINATE WITHMASONRY MASS, FRAMING PLANS,AND AR�HITECI�, _ CHIMNEY FLUE TO EXTERIOR A`T TOP OF CHIMNEY MASS, AhVD SPARK ARRESTOR CONCEALED INSIDE TOP ENCLOSURE � � �� . 20 CRICKET PER ROOF PLAN, ROOF FRAMING PLAN . 21 DECORATIVE EXTERIOR FABRICATED METAL RAILING PER ALLOW�NCE I WITH DEC�RATIVE BRACKETS. PROVIDE VERTICALS AT 4°O.G. MAXIMUM PER CODE AND HANDRAIL/�T 3'AfF. COORDI(�lATE WITH I ARCHITECT. REFER TO DETAILS 22 NEW 4"TH1CK COLORED, PATTERNED CONCRETE DRIVE WlTH C�NTINUOUS FIBERMESH RElNFOFFCEMEN i. TAKE SLAB UP TO CUT '9 STONE GARAGE SILL DETAIL, �XPANSION JOINT BENVEEN. REFER TO SECTIONS i 23 CUSTOM WOOD ENTRY DOOR AS SCHEDULED AND PER ALLOWANCE. CflORDINATE WITH ARCHITECT. REFER TO SPECIFICA7"i�NS 24 NEW EXTERIOR ENTRY LA�!TERNS PER ALLOWANCE. PROVIDE ELECTRiC/GAS ROUGH-IN AS REQUIRED PER fINAL UNIT SELECTED � 25 COLOR tMPRE�NATED PORTLf�ND CEMENT STUCCO OVER WlRE L��'H. 1 .�7 MC}CK-UP WITH STONE AND�TH R MA ERPIA�SvFOR OWNER APPROVAL 1� � ----------- 1 Q PRIOR TO APPLlCATION OF EXTERIOR FINlSHES 26 CUT STONE CORBEL OVEFt LIGHT WEIGHT STEEL FRAME/SHEATHING ON DECK STRUCTUFIE PER FRAMING PLANS 27 PAINTED, ROUGH-SAWN TIMBER DETAILING � � END: NOTE: 1. EXISTING ELECTRIC METER AND�ISCONNECT TO BE LOCATED. �7 COORDINATE NEW LOCATION WITH OWNER,ARCHITECT,APPLICABLE 8 11 TOWN OF VAIL PLANNING GUIDEI.INES. THESE ITEMS TO BE SCRECNED 25 � 25 � I � � I ' i � ' ; I . � i � � �I O LlMITATtON OF WARRANTY OF AACHITECTS WORK PAODUCT ; . • The Archdect and hts consultents do nct wazraM or guarantee the accuracy and compieteness af the work product - here�n beyond a reasonabla d�l�gence. Ff any mistakea,omm�ss�ons,arxUor cNscrapanaes ere found to ex�st withm IS WG D 84,5 .0' the work product,the Architect shail be promptly notfied. Faifure to promptly notif�+the Arch�tect cf such cond�tions � shall absolvs the Architect from any responsibH�ty for the consequences of such ta�lure. � Actlons taken wRhout tfie knowledge and conserrt nf the Archdect,or fn contradictiort to the Architect's work product or recommendations shaH becoms the responsib�l►iy not cf the Archrtect,but of the parties t�ang saud acGort. I —— — — — — — — — — --� — — — — — — — — — — � ' — –j — — — — — -r � COPYRIGHT O 2002 D.H.RUGGLES AND ASSQCIATES,PC I � The use of afl mformadon be d drav�m or wrrtten appeanng herein shat!be restncted to the ong�nal projed srte for � whicfi said informatton was preparEd snd pubhcation thereof�s e�ressly hmrted to s��ch use Re-use, � reproduchon,or publicatlon by any rt�ethod,in whole or in part,is prohibfted w�twut tha wntten consent of D.ii. � $ Ruggies and ASSOCistes,PC. Tide to the plens rema3ps With D.H.Auggles end ASSOasfes,PC WiUioUt pre]u,r,iw. � � Visua!ccntact wtth these plans shall constltute prima facie evidence of the acceptance of said restnc�ar;�8s#hey � I I 2 5 aPPty to the entinsty af the infortnatlon corrtalned herem. _ � ,f� � � '��� � � I � � i ��� --�..,�,r ' � 1 I � I f_ Y ARCHITECTS —� . �- - - - - - - - - - -i - - - - - - - - - - � � I '/ �1+���� �� t� � D. H. Rt1GGLES&ASSOCIATES �lJC�'��� p � � � ' � I ' I ]23 MADISON STREET,SIJlT�103 +� ��-�� �� » I DENYER,COLORADO 80206-5417 1� Z n.` 1 �.�sox� s o 3 s s 3-z 4 6 a `\�,•�, ,.� �fl,-u,;.� , � � , FACSIII3ILH S03 355-2546 � �/!� ""���\�"'� I � I ♦?lOilf/IONAL CO[t01ATION �*�` ��` ����-' � � I I 1 PAOaecrnne `� . , ` SPRIGGS RESIDENCE �" � � � I 1 � f _ . 1 i , � ADDI'�'ION AND REMflDEL . , � � � 1477 ASPEN GROVE LANE - : � i , � , VAIL, CO�OR.ADO � , � . i � �►��. , i � . _ _ _ _ _ _ _ � _I EXTERIOR ELEVATIONS �— — — — — — — — — — — — — — — — — — –1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 I i i $��. 1/4" - 1' _ ��� �E� i � ' 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PROJEC'iN0. QRO,WN DA7E. Jr.1S.O2 `� 2002.004.535 «��: o�� 2 NORTH ELEVATI�N : � �N. °A� A2.2 A2.2 1/4'� - 1�_�'� , °--°',,/"� I J � _ _ _ .^ .. „_ .� ^ _ � _ ` 1 ' � 1 � 1� ' � 1 � A 1 1 � � . , : ; , � t�CEYI� � 1' � S : O ; : ; ' � AT �.5' ' � �� W I ' = p EXISTING GRADE � � � - - � � ; 72.5 - 53.5 = 19 ; � � i ` 1 � � � � � _ _ _ � ; .,, � , • - � � � � � I t , 0 r i .�-- -- �, ,,.,. , ,_,,, ,\ i ' , � � � � ; ; , , - -t � ; ; � � ' � w t � ' � � f j � � a �i�/..�_'� 1 � ��� `� �� ,� ��/ � �I i � � \\ I � � � � Q � . , r ` �.x � , l , - ' d. ; � . , SLe3 �� � 1 ,� r � ; � � ; 5fi r , : , 1 � ,' � � � � _ ~ � � 1 R — — — — � .� - + ' � � � S ( , l e� � - - i ..� � � R �7_ l�iQt' - - o � . . �.� � ' � I `� �` � ` ,� �� �� �� � � �� -�� f1 ° �- ' 1 1/--� ?�- 1 . 1 S?�I . - —` � ! ._ � �� ' O � �, , c� � � " _ - - - = �-_' "_ - - � � � � � '!i � � 1��a. '� ' '_ „ - ' � � ( { } � 'I`��� I - � ��'_`_�A_ �'�_!_ ._. _ _ �-��'— , ` ' ' 1 � I ' -k .� l' �i 1 ■ : , ' � - - � �` ; � � , � ' i � i � . � � � - t- �� ; � �� � � � �.�� ; , i � � ' � � - ` ` 3�y a � ^ ,t .� � x w .� ,� � �.! � �v� ,t `i t\"� � h� � 1< � � � ` j .� C � � W G � � T I '-� ��i � i . 4 �� � if.,z� 1 � ` � � " ��- '� �� d � �--t " , ' �� �-o�l.Il��-�'._..{f�__- - ` 1 � I / r ' " `` - � ; = .�- _ _ _ � � ' - .- • . : � fJEISTlNG G BELOW / I _y�c5 � � 1-- �t� � tak - - - `� ' I� � `� 9 �- (ol�� � � � � � , � ,�lA�,� 'S�c�� � • ` r ; FJCI 1 AT72.5' ' , `�`` � . - � . ' RIDGE A� 45.5' � � � � � , �� �(rl �fi { �� f '� � *r �' ��'� l ` s _ � ����2�-� � M ; - ' � ; 5 72.5 - 45.5 = 27 � � � � � � � t � . � � ', �, . �t � , N � , , � � � I ; •� � `� ' �-� '�� � 1 ; � �i � � � � I ►' � � O _ �—,•.------ �� � �f a , ', ' ; � • � r2 0� ..� � �' �til. . � 'I . �l�.o� - - ' : � _ 'Mir�s ' � �' � �, ,,' � � .�. �1 " , atr ,J" Z�.o' � (7 ' - ) � ; 48 1 , . , , � `� f --1._.e� T ' s � / � �` � /°� g ' � tl ; � ' 7 � i � - - � _. ..�. ae �Z � , � � � _ , � Gr� � �Qn � � � N j '' # ti � �I� o' � jr ; � � . , i . �k � �� � � � q� i/'� � � � � � � ��� � ; ' �r6 ' �� �_� � { � i •�I �a. r � ( �� � � � ' � � t � � � � - -� - - - - � ; DCIST'ING tiC-�.T�.5' ' ► � � � ° , � � _ ,�.. �.., _ � � ; $ i EXISTING GRADE BELpW_ � � �S � RIDGEAT41 ' � r � � , " e "'F , �c 1 � � � �S 1 � F � � � � � �' � � q� . 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' ' � � - -, ( tf -- � / =_ ( 't` _Y ' - - ,I '` l�, #fJ } t LIMITA710N OF WARRANTY OF ARCFfTECT3 WORK PRODUC _ `{ {� -- ��- � � _ `� ' _ �i s. �� - � (-----=,;�-� , ��_ ; ` The archrtect and his corqultant� do rat warcar's or puaraMee lha acauaey and eompleteness otlhe work produd hereln beyend a teaso�eble _ 't � J,i- �R``• .t i > -� '{ R,� � _ ; � _ �`t �� s- ,� , � _ dingence If any mictakes, omissions, and/or diacrepanaes are fa�md to ezict wrthn the work product, ihe ArcFrtect shall 6e pramplly notfied � . - i^ � � =-,i j� '�� =' ; � ' - _ ; `i �`, �t _ T .�� � Faduro to promptly notiry the Archdect of such condrt�oru ahall absolve the Archiect from any rosports�bdRy for the cor�sequences of such , ;( � ��� _� " _ `�r = .� _ � ��, v '1_ _ . �`- - - �'` -�i - ' ;� 1 = fadure. - ' --- �- � ---=5' �' ' ;=y � -- -- -��-_-:__�� i _ __,`.- -- ,-=- - -� _' � _�%'—"�,' ``- -- -_'` �i � _- .-s` � AcUons taken wRhout the Wwwledgs aM conseM of the Archkect, a m coMradicUm tc ths ArdidscYs wak produd or recanmenda6ons shall : - ' ' - - - _- ^`� -_ ' � _' -_ � - '-` '`:_ : -- _ _ _ ; - -- ' ` .:--_-= i• -_ - ---_ _ , - _ _�.-" _ - _ become the r ponaibi y ot of the Arch � of paAfes np aeGOn ;`„_ _, _ �_ ___:� - l,` _ _ , _ _ _ - { � _� _ ' _ � -,�� ea lit n Reet but the tald said .. �_�f' J ; �" \ .r"� _.'_y't��:. ' ` `y� � ��� _ � .,°"_" `� j _. �_"_ _ �� _ �-1 i � ,} �� �I tJ�` �� �,�,,,.. ' � � �___•t � ~ "'�i ~ __ ' _' ., _ ___._ " �, �� ,,;� -_ , ''' - --,--- - P -' _`- = --- _,'= � - - ; '=� --�i= > , -- _ "- �� ' ' = COPYW(iFiT � 2003DH. RUGGLEBANOASSOCL4TES, PC ' � {. _ _ " �,. � "�w i l 1� f� �`�_ _ ^ � � s"` _ �'� ` - - ' _ �y i r '� _ _ _ ' _ _- r _ _ � ' � i -. .r ��..�' j �r l` '�'" -.._' i ` "� if i _t' o..,( "__ _ ' y y` " '�..=I; _ = r!` ~ -� J{` '_ ir" ' � ';�: � ` • �, _ �.�� _ t \i � ` ' _ r _ `^wi ` " _`� J A j -_ r�.l' "�' ��il _ "_ � � __ _�-'t '_ � '1 - _' _`ti m �� _ i = �- ;-��i i _ __ _ - f , _ Tha use af all IMormatlon be It dtawn ar wrRtan appearing harein shall be rectrictad ta the ari�inal pro�ed sile for which sald InTormatlan was ti �`-- , � G prepared and pubhcaUon thereo( ia expressly hmRed to such use Reuae, reproduction, or p�ficahon by arry melhod. N whele or in Part. w = r `', �-- � �- _-%i` �a � - - ... _ 'y` `l 1 _ ` i _ , � \ � \ _ _ ,` � t_ _ _ _Y_� _- -_ , ,_____ _ :�.-- - , _ __ _�, - - prohibded wdho�f the wrRten conseM of D H Ruggles and ASSOaates, PC Title to the pians nma�ns wdh D H Ruggles and Assoaat�s, PC -_� _ � r�-- - ' , i� i - - , �, �J � "i" -'--- ` � - l � b •__1 _ � _ �- __= ' tiv ._ ._. i Y ?4_^_� ,-- _-:_-_ = � - -- _ � __ - - --_ " - -- -- ==- ^_ \ / i - - ` -- - - - _ wdhout pro�udce V'�sual contacl vnth theae plans shall cor�4t�ie pnma faae ev�da�ce of fhe acceptance oi wid resfictian as they apply to ; =. L �t �� — „- ' g _ , _ i � _ .r=:_ '��' ' -- -`�' �' -^r"- -` � � -,f�= " the anhrety oi ths iMormahon contarisd herert ; ' t _ � _ _�� i,`-�f- � � � ��' _�i � � � � � � � � � � � � � `_ � i � � �� � � � � � � -,, _ii ,i._ � _�, � h bt ~ Y �` \f'— �� .T' 4e � "_ ' ":� �' ( ^ � �` � ..._ �� _�` ys'l' '_ 1 (` � ' F '�+, n ,` �a it l �� _ `..:, \'� . _ ^ \,_,�_ ` _ _ � ... ; a._ � =�;, ..,_ , '-,. ,� ,— ' _ � ,� '�` � �� + �; '�a .; i_ � � =- ��' � -- '� _ *>�_z � -- '.,—��' __ _— r`� °--_ -;_— -� � , - � _,,=�-.�!` ',, � - --- - s � ` � ) J _ ��. � �'._ � (. . � �ti �l - ♦ � r � � � i _,__'' —=v`- i��__y'�`�� t � / - � / - "�. "-' i � �'"=-Y`. �; � _„ '`--_ , _ _ �-__�- - _1 =-=� 1+ ' _ - �r- � �� z ` 1z _ ' _ ) `__..,Y� ��=-^'`. _ _ - t _ _ __ � _— ;,% , i- / , � � - , � . - _ t _ . _ . ,� . �. � - _ - - - " � . _ - . � _ _ � , � _ � _ - � _ � �� . �.. � r _ , k, . � � �,�� .i � � � �� , _ � - �a - � � ` �-.W�"�-�d.7 1 ' r - i . ♦ ' ' - � �` ' . `�. " �t . t � M�\ � ��� � � �� ' \ � . "� � i � �'„ , �_, , � � � / _ �-`„�� ,.. � �._._._ ' - � ..,:�_.�..___- . - - - - ��-�- , � _ �. ���,.� - �_ . �� r� , - ' ' , � ; '�..W,, � � � _ ��� Tw � � 1 � � � -�...� \ . \� T � � � _ ` �� , 14 � 7 ASP� N �RC�VE LANE ��� Yv. ...�. � ���.�. .�. _ r � _ , � � . ,�_��� \, , _ . . � � � vAl� � o� �RA� o - _ . . o ,., , o � � *z, � � � � "� \ � � \ , _ � W � ".� � � � Q Q ' ` ♦ tLL������,. q , - f - '�� � , _ , � " � ) _ , , � , � � . _ __ __---_ _ ,� � � � - � : , , � ' - MAY 22, 2002 _ � - �� : � � .� INDEX : ����'. . � � � � �� � � �. � � \ °S� � \\ �l I \ n� n 1 � - coveR sHet-r ' � t �� 1NDEX � _ - � A7 ,0 BOUNDARY SURVEY '� ♦ A� �' St]UA E FO�TAGE CALCULATiONS � A1 .2 FOUNDATION PLAN AT NEW WORK / KITCHEN FLOOR FRAMINQ PLAN "'� � FOUNDATION DETAILS AT NEW WORK , FOUNDATION N�TES � h� FRAMING NOTES �` A1 .S nat used � A1 .4 ROOF PRAMlNG PLAN � GENERAL TRUSS NOTES ! ROOF FRAMiNG NOTES �'_ . CHIT� �TS DECK / ENTRY MASS FRAMING Pi.AN � A� NOTES ��R TI-I{RD FLOOR FRAMtNG AND ELEVATOR OPENiNt� y {,. , A 1 .5 A S B U I L T FtR ST FLOOR PLAN '� FIRST FLOOR DEMOLITtON PLAN � '� D . � . R U G G L E S � A S S�C I A T E S� P� A1 .6 AS BUlLT SECOND FLOOR PLAN �'�k, r°�`T SECOND FLOOR DEMOLITION PL,4N �:; A1 .7 AS BUlLT THIRQ FLOOR PLAN � DEN�ER THIRD FLODR DEMOLITION PLAN � A1 .8 FtR3T FLOOR PLAN �� DOOR SCHEDULE G� WtNDt3W SCHEDULE n � A� .9 S�COND FLOOR PLAN SEC4ND FLOOR FLOOR FtNISH PLAN DETAIL PLAN -- - Ai .10 THIRD FLODR PtAN ° TNiRD FLt70R FLC}OR FINISH PLAN ' '' •�.._.�- ! DETAIL SECTION � A7 .11 ROOF PLAN TABLE 15 - D - 1 _ - �� '^° ''�"�'' � � �,� � - �:,: .. A2.1 SOUTH ELEVATION PHOTOGRAPH: EXtSTINQ ! DEMOLITION DIAGRAM NORTH ELEVATI�N PHOTQGRAPH: EXtSTtNQ / DEMOLITION DIAGRAM EAST EI.EVATi�N PHQTaGRAPH: EXISTfNG / DEMOLtTtON DIAGRAM WEST ELEVATlON PHOTOGRAPH: EXtSTING ! DEMOLITION DIAGRAM = , A2.2 SOUTH ELEVATION � NORTH ELEVATION � ' - `-'-�-� A2.S EAST ELEVATi�N � � �,, � i - , ���, � WEST ELEVATION / ��� A31 BUILDING SECTIONS , c.� p +, A3.2 BUILDIN{3 SECTfON � ( NALD H . VVALL SECTION C� � RUGGLES � '� DETAiL SEeT'ION �, �_ '� �.q. A4.i INTERIOR ELEVATIONS {not inctuded in Permit Submittalj � � � ` �` �� ,` , ROOM FINiSH SCHEDULE (not inctudstl in Permit Submltta!} .� �� , V - G E N E R A i. F I N I S H N O T E S (not inctuded In Permit Submittal) � �„� � �� � � � �.�% E��. , , �, � ��� � A4.2 tNTERIOR ELEVATtO�iS (not included in Permit Submittat; � � A4.3 iNTERiQR ELEVATIONS (not Included in Permit Suhmtttat) O � ' „ �� � ' Ef . � ECTRICAL P � � � � . � �-�� , � E �� `�' � � � � �� -�nL1Aln et MQ �� ee+�r�i� w � fl�r-Q'aT . - _ -�- r - T t� END: �`� � ;� , - � � , , , SPECIFiCAT10N5 i ' � ,► �' �l I � FIRST FLOOH FLOOR FfNtSH PtAN � i + � ♦ ` { f �� � - I ( i . � { �� -! 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