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RECORD ,DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE . , ' PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50024048, DATED . . , OCTOBER 27, 2008, AT 5 00 P.M � ' r � � , , , � 4 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION � � BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST �f r��V F , DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY ' DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE � • � OF CERTIFICATION SHOWN HEREON. , - � , �, , '°�*���t' , IMPROVEMENT LOCATION CERTIFICATE � ' ' � , I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED � , � ' , , , , � .y z� , FOR C&H CONSTRUCTION ' , � , •y°�. ` 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, BUILOING OR OTHER FUTURE ; IMPROVEMENT LINES � , � , ' I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON ' ' ' LEGAL DESCRIPTION � , � � � \ THIS DATE, 12/03/08, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE PARCEL 1 � � BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS ` UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, r LOT H,' TOGETHER WITH AN UNDIVIDED ONE-HALF INTEREST IN AND TO LOT J, THE EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY � VILLAGE ON BIGHORN CREEK, FILING No 2, ACCORDING TO THE PLAT RECORDED MARCH 'EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED � 1, 1993 IN BOOK 602 AT PAGE 835, COUNTY OF EAGLE, STATE OF COLORADO ' ---''�"�` . PARCEL 2 � ' DATE• ���a�� `���'��\ ---------------------- ' , � . �.� ��� ° ��� . �T �°' o � , , =��, mp� �� , , --------- : � LOT I, TOGETHER WITH AN UNDIVIDED ONE-HALD INTEREST IN AND TO LOT J, THE \ ' �� BRENT BIGGS • ' VILLAGE ON BIGHORN CREEK, FILING No. 2, ACCORDING TO THE PLAT RECORDED MARCH , � LORADO P.L,S. NO. 27598 1, 1993 IN BOOK 602 AT PAGE 835, COUNTY OF EAGLE, STATE OF COLORADO � "' � �5 µ • °� ' ���2��l(��,�-�v _ , ' \ • �..�••' �� FOUND PIN & �NAL LA��S ' ' ALUMINIUM CAP � � � � LS 27598 / _ / . � ' � a , ; ' . ` � WATER � , . �� MANHOLE � � � , � r a � : � , 000/ a 4 a � � , > > , , . / a / . , , , sp . ° ' , ' � �� � � Q �� So��F �� �� r��l . • � '�'-- CONCRETE 'QO �q / � � ' � O�\ � DRIVE ;�„ � r � S �� ...._ �/l,(�-�� , , � � � � ' ' , p��� � ° '� C_��/�, `�'�t �� , ° \ � SETBACK �"• �i� C , „Q�, (� �M� � / ° R�CEPTION �w` �' � C� . FOUND PIN & V�� e,v�u�v� 9 , ' ' / No. 498922 ° � �Q���� ALUMINIUM CAP � 1„ �q�/1 , • � , , , i ' ' � LOT J /'\ 4 >;.�'�� ' ROCK , LS 27598 G�- �� , (COMMON AREA) �-�r " "- -` �� p � , { , , S8• 8'x1 8' //a � Oa f'� WALL .. � ���, �J�¢,,�n c�.fi�G�° - ,��m.. � ` � � COLUMN �\ � �� `�'" G� '��. , , , . � / �%{��'� .� ' • �� � Q / , o° ` d� ���� , � - O d 9?, � �<V �f: �' �� � � ,��L/ 8, � a G1 •"� a �....�` , V �p�� k', ' , , , , 0.6 � .0�� q ':�,� \ � � � � , ' ' ' �s y J ° �Op�' ,� � c° y \ � LOT I ROOF � � � �� a ���`� , THE VILLAGE ON BIGHORN CREEK h OVRHNG. �O� ��,���' ,��, � � � FILING No. 2 ^8 �,� 1�9,�9 �c�C�os' ° �r,�:yry` ` \ , �`��s� ,� ���"�� 'i�'�'�`�r�������� , . � `� ' -�'`�' \ , �i��OGf�1 ��I�r� , - � , FINISH ,0�� � --..'� � ����li� ��������. � , , FLOOR \ � , � 8451.4 .� 1.8' ',� � � v�/ 69J �(��� � ' /�� !\M �w"�� e x:+.nll � . � j � ' 1 � � �. � �n , / �OC��a^ ��lG��� � _ �"_ _- .so , + `� LOT iH � o� / , , 5,875 Sq Ft, , ' 4230 SPRUCE WAY h , , - � UNDER CONSTRUCTION/ `1�� , � , a ,� � � ` , BUILDING / � � , � . - , • OUTLINE , \ , � . , O O �'% 2 tih. cF o. �. - . ` FOUND 3' W.0 8\tic�i�, 2 h � PIN & ALUMIN�UM CAP � 4 � �' �� ' , LS 27598 S2. � ,y0 � \ ' ' , , / ��'� ��s � .�^� G��� , \ � / ?���8�' , , , �.� \ ,� a o �c�� •s• LOT G � , ` � � ^�'`' \ � i c s• ti� : , , � Aq/S�, �j THE VILLAGE ON BIGHORN CREEK � � _ >j� O,y �OJ FILING No 3 / STREAM CORRIDOR � — — , rb, ^ p9� ^O �) ��cFA��rY \ � �I� F STAIRS \ �'yoS�M�,�T sS• '�� � 9 � . 89 � ' � NS�yB, �� �� • o � , GRAPHIC SCALE e/ 3p�� � � � i o 0 5 �0 20 � G' � ^�`O \ , , " `yo��',�, s�j � � L � '�. ( IN FEET ) ' �R�F�qO 1 inch = 10 ft. , . � FOUND PIN & � � ALUMINIUM CAP ' / — LS 27598 � , � -, - , - . �' CENTERLINE STREAM .- - '` ' , , , \ � �_ ; f r��� , ` � � ,- �- �-��,;x,�. IMPROVEMENT LOCATIOIv C�RTIFICATE � � , LOT H, - , ` , � � � �:-� _ __. � THE VILLAGE ON BIGHORN CREEK, '�'ILING No. � t , , \ - - - `---_- _,A� TOWN OF VAIL � ( . , EAGLE COUNTY, COLORADO - \ DRAWN: KD REVIEWED; BB � � � � DATE: 12/03/08 PLC JOB#; 1669 SHEET 1 of 1 . ` � , , `_ � , y� �; ' E �, ; �t�'� ,_ ,� . � � � � � S ]6F 3 ;d , � . ' ��d • � '� , . . � ��r° E e.'' ' � _ ��' -�. �. ,g �� ��� � . ��� _,i�� �� 'a � � �� �� � � �� �� � �� f ��� ..� �x� � �OT�4L L O� �I Z� = 5,8�5 5.�. � �,41�lDSC,4P� ,4i��,4 M f i�l I1„�UM = �,�2� 5.�. *PEi� T.O.� �INDfNC�� 3/2�/2��8 , VAg, Inc. TOT�4L L,4NDSC.4P� ,4RE�4 = 33�(o S.F. 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The issuanco or granting of a perm�t shaii � � � not bc c�--',���t�be a permit for,or an approval of�any violation of any cf t;:^��ov��;�ns of this code or of any othe�ordinance of the � � � jurisd.ct;c� Perm�ts presum�ng to give authority to vlolate or cancel the � provi�.ca:,cf t�.;,c�do or other ordinances of the jurisdiction shall not be a valid 'r„����u�^��cf a permd based nn construction documents and // /� // // // othcr��`a c��'I r,�t prevent the building official from reqwring the T/� � , Correc:��cf c,:cr;,��the construction documents and other daia.Th9 � `�1 O buddin�c',;:,,.;i�;,4lco 4uthor�zed to prevent occupancy or use of a � O M structure�.h�re i. o a� � ii � de or of any other o�dinances of � N this�unsdicY�on � � M � PtANS EXAMINEA: DATE:��w„�� � �° � � N x �� ��z-�-�-p�s���, > � � � o � � a c C�-�-�-�c c,�-� � � - �Gt�,-�����1� � � ►��.r-��.,�� � _ �-� - _ � � 0�—� _ - �-� �- - ��,�� � c-� — 0 — S��r.�t.c�r�' ,�Lt — Revisions: _ � _ _ _ � - � 0 ° � �l� 'l�li � 0 �--�� - - _ - - -- � — � � �;I - lf _= 1 00 � I-1 O 0 �� — - 0 0 - - � - 0 — �� _ I�� , " „ Issue Dat�es: __ - I❑ � ��� � C 10.30.07. 50/o DD/DR _ �� "D" 12.26.07: Prelim Budg - - - _ - = f c,o � _ "E" 02.25.08: Final DRB "H" 04.16.08: DRB Updat Q "J" 06.20.08: Permit Set Sheet Title: Project Cover Sheet , , . - erml e ' 0���0�0� : Issue //�" ProjectNo: 2722.00 Sheet No: A0.0 O 2007 VAg Inc Mcfirtectv&Plamea � . _____ . _ . . � /'�.�' � ����� � I � I I �• �� � � � ��� � ���� �� ���� ��� ■ 1� I �� I , 1� � I - �� � ��� I ■ 1�� ��fi'�'�+rv e`N.•,YjP^Kmr���"R`�.`�rn�"t'",I`A' Sti`1S4'h ti� �: +�4t� ,� .. .. ...1*�* +$ta��tV' `i _ . � ��� �{r.., u CsENERAL �'� � ' �-'� ` - t, , � : " A AMPERE MATL MATERIAL MAIN LEYEL FLOOR PLAN I DO NOT SGALE DRALUINCsS �4.,�, � 'z ,`, I �� .� DRAWINCs tITLE A58EMBLY � SYStEM DIACsRAM KE7 A0.0 COVER SHEET ' ' �� AB ANCNOR BOLT MAX MAXIMUM �;.�,;� '- � ACOUS AGOUSTIC(AU MECH MEGHANIGAL 2 NOTIF7 ARCHITECT OF ANY AND ALL DISCREPANGES OR CONFLICTS IN THE DOCUMENTS PRIOR TO A�� INDEX AND INFORMATION SHEET �,,A� � �'��;� AFF ABOVE PINISHED FLOOR MED MEDIUM R DEMOLITION,CONSTRUCTION,OR ALTERATION OF EXISTINCs OR NELU STRUCTURES �' � - ALT ALTERNATE MFR MANUFACTUREIR) � �ANDSCAPE ALUM ALUMINUM MN MANHOLE 3 pIMEN510NS ARE FROM FACE OF STUp TO FAGE OF STUp,GENTERLINE OF STRUGTUR.4L GOLUMN,AND/OR ARCH ARCHITECT(URAL) MIN MINIMUM ^�� A-�� FACE OF CONGRETE FOUNDATION IUALLS,UNLESS NOTED OTNERIUISE LI SITE PLAN APPROX APPROXIMATE MISC MISCELLANEOUS I 1 L2 LANDSGAPE PLAN � A5F ABOvE STRUCTURAL FLOOR MTG MOUNTED � � A�� ENLARGED DETAIL BUBBLE G 4 ALL ANCsLES ON PLANS ARE 90 OR 45 DECsREES,UNLESS NOTED OTHERIUISE ATTEN ATTENUATION MTL METAL �`_�� ARGHITECTURE w 5 COORDINATE ALL MECHANIGAL AND ELECTRICAL EQUIPMENT TO FIT IUITNIN CEILING AND LUALL BD BOARD N NORTN CAVITIES/SPACES REFER TO THE BCI JOIST MANUAL FOR MAXIMUM TRUSSED JOIST PENETRATION SIZES A2� BASEMENT LEvEL FLOOR PLAN BKCs BAGKGROUND N/A NOT APPLIGABLE FL FF F REvIEIU POSSIBLE CONFLIGTS UJITH ARCHITECT OR GENERAL CONTRAGTOR PRIOR TO INSTALLATION FOR /az2 MAIN LEvEL FLOOR PLAN BLK BLOGK NIG NOT IN CONTRACT � DETERMINATION OF PROPER COURSE OF ACTION A2.3 UPPER LEvEL FLOOR PLAN VAg, Inc• BUILDINCs SECTION TACs __ __ A24 ROOF PLAN BLDCs BUILDINCs NO NUMBER '�''� (o PROVIDE ALL NECESSARY BLOGKINCs IN STUD GAVITIES IN WALLS AND GEILINCsS LOGATIONS INCLIJDE, BLKG BLOGKINCs NOM NOMINAL BM BEAM NTS NOT TO SGALE BUT ARE NOT LIMITED TO, TOILET AND BATN ACCE580RIE5, WALL AND GEILING MOUNTED ELEGTRICAL A31 EXTERIOR ELEvATIONS Architects&Planners BOT BOTTOM EQUIPMENT,U1INDOUI TREATMENT&,MANTELS,CLOSET ROD9,CABINETRY, GOUNTERTOPS AND FALSE A32 EXTERIOR ELEVATIONS B/O BOTTOM OF OG ON CENTER(S) 0 BEAMS Post Office Boa 1734 BRC= BEARINCs OD OUTSIDE DIAMETER ELEVATION DRAUIING TAG A41 BUILDINCs SEGTIONS Vad CO 81658.1734 BRKR BREAKER OH OVERNANC� '°'-00 l ALL 5TEEL LOCATED BELOIU GRADE TO BE GOATED IUITH BITUMINOUS DAMPPROOFINCs BTU BRITISH THERMAL UNIT OPP OPPOSITE X2 I EXISTINCs BA9EMENT LEvEL FLOOR PLAN (970)949.7034 BUTH BTU PER HOUR OSF OUTSIDE FACE � = U1ALL ASSEMBLY 8 UNLESS OTHERWISE DIMENSIONED GENTER DOOR AND WINDOW OPENINCsS, PLUMBING FIXTURES, X22 EXISTINCs MAIN LEVEL FLOOR PLAN BTWN BETUIEEN OSB ORIENTED STRAND BOARD ELECTRICAL DEvICES, NvAG DEvICES, ETG, DIRECTLY BETWEEN INTERSECTINCs WALLS MAINTAIN A X2 3 EXISTINCs UPf'ER LEvEL FLOOR PLAN faa:(970)949.8134 BUR BUILT UP ROOFINCz OZ OUNGEIS) T/O PL1'UJD �. MINIMUM OF 6" FROM INTERSECTING UJALLS TO U1INDOUJ AND/OR DOOR OPENINGS NOTIFY ARCHITECT OF X24 EXISTINCs ROOF PLAN email:general@vagarch�tects.com �� +1��,_�ii FLOOf2 ELEvA710N TACs ❑R = ROOF ASSEMBLY AN7 DISCREPANCIES G GONDUIT P POLE X31 EXISTINCs EXTERIOR ELEvATIONS 90BenchmarkRoadSu�te202 C/C CENTER TO CENTER PL PLATE � • EXTERIOR FINISH SYSTEM 9 COORDINATE UJITH STRUGTURAL DRAWINCsS FOR SPECIFICATIONS, ENCsINEERINCs, SPACINCs, ETC X32 EXISTINCs EXTERIOR ELEVATIONS Avon,CO 81620 CFM CUBIC FEET PER MINUTE PERP PERPENDICULAR ARGHITECTURAL DRAWING DIMENSIONS GOvE�I GeneratContractorDeveloper. GHNL CHANNEL PLYUJD PLYUJOOD FL = FLOOR ASSEt"IBLI' X41 EXIS7INC: BUILDINCa SECTIONS t DEtAILS CJ CONTROL JOINT PLUMB PLUMBINCs 10 SURvE70R TO VERIFY PROPOSED STRUCTURES SHALL NOT IMPEDE OvER ANY EASEMENTS,SETBACKS, '— CsRID TAG HOMESITE OR BUILDINCs ENVELOPE BOUNDARIES 970.999.9999 GKT CIRCUIT PNT PAINTED FF = FLOOR FINISH SYSTEM GL CENTER LINE PPL PROPERTY LINE C�vdEn�neer. 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Ken Versmat� � � O HR HOUR , CONCRETE WDOD SHAKES L] HUJ NOT UJATER lU WE6T/IUATERiIUIDE/IUIDTN I�� NIUC HOT UJATER CIRCULATION U1/ UJITH GRFA CALGULATIONS RE BNEET A0? HDIU HARDUJARE lU/O IUITHOUT C-�ENERAL C�H Construction H tY NEATINCs d vENTILATION WD UJOOD °�o° o° o° o° o°�o°Q CsRAVEL �� �� �� �� �� �� �� �� �� �� � SOUND BOARD � hFORI'1ATION 18 BABED UF+ON 8F'ECIflG CRITERIA NOT rECE86ARILY DEFMED FEI�M. R�ORI'1ATION DEEhIED RELIABLE BUT U1C IUATER CLOSET �° �° �° o° CONTRAGTOR. PO BoxOX 341 NOT C�lJARANTEED. IN INCHES lUP UJATERPROOF(INC,) INCL INGLUDE UALF WELDED WIRE FABRIG AVOf1, CO SI�o2� INFO INFORMATION ASPHALT � GLASS C9�0) 949.I5(I>2 INSUL INSULATION/INSULATINCs CONTACT: Kent Narris INT INTERIOR JG JANITOR GLOSET GORRUGATED JT JOINt CoNCRETE BLOCK METAL � Revisions: Kv KILOYOLT COPPER ARCN17EC7: VA Inc. 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ALL FIXtURES AND FINISNES TO BE DEt�RMINED BY c` � N�W pOOR, R� �1.�vATIONS •Openrisflt��rep�rtnitted,provid�dth�ttha3opert�n���';+.�:�itr��d� OUJNER CONTRACTOR TO GOORDINATE SELECTIONS � � � �NTR1' � i \ � _ does not psrmit tha�p�SsagQ of Q 4inch di�met�r�ph^� UJI TN OWNE R. �m� r � 61 •Handgrip sit6 shall be 1 9/Arinch to Z-inch di�rt�et�r�Cf C3+����wC'�dp;� -� N � � � NEW WINDOWS TO � � ' j p \� � ` ��" ��,1 � �A handrad is required on at leas!ona�side Ot#h���:St1*.�k�� 2 NEW PAIN7 THROUGHOUT, OWNER TO S�LEGT. MATCH EXIST INCs, � 2'-3" 4'-m" Z i � � _-I �(/;� � 34 ta 38-inChes above the tre�ci nosing RE ELEYATIONS � � m m '� � � • Handrailendstobereturnedto�va!lorterminatEt��1����.��w��r 3 CONTR4CTOR TO NAV� ALL WINDOW COV�RINCsS _ _ _ _ � � �� �j •Handrads shall be contmuou3 betwe�n t�ndings R�MOVED AND RE INSTALLED uPON GOMPL�TION. _ _ _ _ _ p• andrads are reqwred on afl stainn�eay3 With�4 or triotQti:�t� � "-"` NEW - � - ' I 4. 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CONTR,4GTOR TO COORDIN�4TE DESICiN AND FINISN •� � UJINDOWS FROM SOUTI� � I � � ��, ;� O� ALL BUILT-INS UJITN OUJNER. ^ UJ�tt f�F-N-�IPd - - �-� - - - � - - i � - - - - - - - - - - - —O � � C� RE. ��.�vATIONS � � � � I RAIS� FLOOR � i � � � j TO ELIMINATE C� M3 I i � � � ST�PS � � � �i I i � i i i � � I v � � � j �IA7CNi � I I I � � �"i � � ---------------- -- ---- J � i TO i I � � I � � � -�� ELOW j i I I � � � � �---� I � �— r-- � � � � NEW BLIILT-IN � � � � �r- I � p = ii � i --- ---- ---- ---- -------�i I M I � �------- � � ��— � Q N IL�������� J L�� � 2 � POIUDER i REMOV� � ISTING � i _ M � ROOM COLUMNS AND WALL, I � 2 � I.�y� A3z � ��3 I P�R AS-BUILT � I �n A31 � N h+�l � CONdITIONS � I � � O � 0 � � NEUJ BAR HE I HT � � � COUNTERT�P � � I � � NEIU 12' DOOR AND I � � �------- UJINDOLU ASSEMBLY, � I I r— I � ' RE: ELEVATIONS � i i i � i i I � I I � �� I i � ; T/ FINIS4-I FLOOR I Revisions: � Q � EXISTING i i �_ Y�L +Tmm -m � i � I i KITCNEN - - - - - - lm4 - - - ��`�� � - - - - � � I i i T/0+99 G9 �__�- � i - � � � i NEUJ TAMPED ' i _ � i - BBQ G GREt� '-3" i I 0 I OUTD OR �.IYING ' �----- o o - �, TE RACE W/ i � � � O i I � ,a, i------- SN WMELTf� � ——J �Yr3G�YL�Ll1.L11_i� I — _ _ _ — — `J a —— —— —— —— —— — CROSS VENTlLATION , i i AT 1/150TH�F THE CRAW! � GONTRACTOR TO PROVIDE � ' `� i i ' SPACE FLOOR AREA � ' ACCESS TO STORAG� �, � � � qREA B��.OW I i � � i i i DN i T � I Issue Dates: i i � i �-� i ------------ ------------- i -{_.}i --------- i�_'� i i ��D�� 12.26.07: Prelim Budget II L____J L--__J L___ J I i � i �AVE�MIN!UM�HEIGHT�F � i FfELD v�Rl�l' StAIR RISERS „'E'' 02.25.08: Fina1DRB H END AT C�R.4D� G 04.04.08: Rvsd. 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MAtGN EXISTINC-� i -� - - - -- - - - - - i - -- - - - ---i - � � r i i i i i i I ? - -- ----------------------- -- -- -------- _----_� -- -�---�---------���---_---_.�--------�-�-_ ------- ---�-_--i-1 - - - - - - - - - T/O EXTC� PL1'U1D a m8'E11�" — — — — — — — i � — — — — — — — — — � � � — EL NEW lm" CAST GONCRETE HE,4D�R - - r. i �-----�-�------------------------r------------------�r------- ----7r------- �-----r-----------�1 i i i i i ii � i i � i = I I I � I �� �� �� I I �� I I � i i 18' STONE COLUMN i \ � i i i i i , LIM�StONE IUAINSCOT lU/ 2 StONE � �-� � � � � � � � � f � i I GAP, TYP _ i i i i ii i i i i �x i i � - � � �� i i \ \ \ i i ii � � r � � � . � � � � I � I i i i i i � i i i i i i i I _ NEUJ LfMESTONE ENTRI'UJAI' , - - i i i i i i i i UJItN StONE B�NGH B�l'OND i i i i i i I i i i i � ' i i i i � � � � -i i i i i i ii = I I I I I I I I I . _ I I I I I I � I �� ' O , 1—I � I ' I I � I I � - - - - - - - - - - - -- � - - T/O�'LY�l1D MAIN� � _ _ i _ _ _ _ _ _ � _ � _ � _ _ = EL= I�m'-0" � ,_ _ .—.� _ � --------------------------- --- -- - ---- --=--- - ---- ------ - ---- - --- - _ - - - ������-�-----I���I��r���r-�o�- ------ � .. - o _ ����0°��°��CI�O 0 --�0� - " "� � � w _ _ Ol� — •� � _ � I� � � � 2 ��o�os�a uu�s-r �����-r�o� V � - �� , � � 1/4 = 1 � v � � � I 2 3 2 4 5 �-S� �� �M.��� � � � ,�.� `jb 1V�.�-1-T�-1 j�J�}-t N S C a`T" � o �ij M � � � � � � O � � M � � � 4� N .� � � � � o � � a� � - - - -- - - -- - - ---- - - - - - - - --- - - - -- - - --- � � � � , � � � � � � � � , i � � � I ' ` r � � i � , � ev�sions: i i ,� \ � �� �� i I � . � � � , � i � � � � � � � � � � � � i � � � .� � � � � � � � � � �' � � �� i � � � , . . � i � /�i /�i � �\\ �\\ � /� /�i �\\ �� I I I � i � I /�i / i � �\\ �\\ /� /�i �\\ �\ I N�W 6YNT1-4ETIG r-vNAK� ' � � � . � . � . . ,4t EXfStINCs f�00F, DRIP i i �'�� �'�� i \�`� \��� i '� �'�/ \�`� \�� i 1 EDCsE AND �ASGIA TO - - - - - � ��- - - - - - •�� -� ,�'� � - - - - � \� � - - - - - - - - - T/O P�A� � L�OR� , MATGH EXISTINCz, TYP �' �' � `� `� < � > EL= 118'-il" . . . . � � EX. � � `� � - - I I / // - - �x \• \ u I I T/O �XTCs PLATE � i .. . - - - i . . . . , - - - - - - - - - - i - - - � - -i - - - - - - - - - - - - - ��_1 �'-(d�� � �� � � �� , . , . � I — ----- --- � �� \ ---- — --J � � II II � STUCCO WRaP OPENINCzS I i �\ �\ I �\ i i i i i � I REPLAGE EXfSTINCs UJINDOWS IssueDates• AND ADD NEW STONE SILL, TYP � I i i i i � U.1/ �RENCN DOORS t0 MATCN EXIStINC� "D" 12.26.07• Prelim Budget i ' I i i i ii ii � I � , Ex � � � � "E" 02.25.08: Final DRB � i NEIU BALCONI' UJ/ M�T�L RAILfNCs ; • � "F" 04.04.08: Rvsd. Calcs N�UJ StUCCO �INISN, COLOR I i i i i I "H" 04.16.08: NOt isSUed B� S�L�CTED B1' OUJNER - - - - - - � � i _T/O EXTCs F'�Y a 1"IAST�� i - - - - - - J - - - - - - - - - - - - - EL= Im9'-11" "J" 05.01.08: DRBRevision � ---.--_ s------- ---—--__------------- T/O�XTCzl'I�YUJD � UP - - - - - - - i----------- I I - - - -i - I - - - - - - - - EL= I(d8'-11�� r---•---------�------------------------ � SheetTitle: i i �, �� � i ` ., �A �� i i i NEW WINDOWS .4ND DDORS I i �� �� i �� i i i I TO MATCH EXISTINCs ropose i I I i � i ' � N�W OUTDOOR LIVING t�RRAC� UJ/ xterior � i i i � � —� i � I STONE COLUMNS AND 1"IETAL RAILING • ; �x� _ ` TO BE SELECTED BY OWNER Elevat�ons N�UJ LIMESTONE lllAfNSCOT i � W/ 2" STONE CAP, TYP � i i , C � r � i AL ICzN - I I ' - i _i I� — — — — — — — — — — — — — — — — — T/O��YU1� MAIN� - - - o = o— �— �L- 1Dm'-��� - ---=--- �— - ---- - --- - _ � �- - -- --------------- -- P � ct No. ' I ro'e • OO O _ -��� - --I�� I-�-� 11 �0�00� _ � ����� �- � , 2722.00 - - ol ol�l-�� �o = � I - - - � - - - I Sheet No: � �='i�Ofi=OS�D SOU�'� ����l,�t101�1 ,,��� _ ,� A3 .2 , �2007 V Ine Archrteeta&Plam+en / % ' - \ �" ,�,�,,r - �,��,�;�-�,�..,, � _ _ � ;�, "- ' ; '`'� �.'' , ��� � � � �; � �p _ �y= ��� � � � �•' ':;; - �L . � � �t+` � �F - ' _ . �a . .. �'s � • ;s .�yl 4.. a at` �� d. '{ t } � ��$ e � � � VAg, Inc. Architects&Planners Post Ottice Boa 1734 Vail CO 81658.1734 (970)949.7034 faa:(970)949.8134 ema�l:general@vagarchrtects.com 90 Benchmark Road Smte 202 Avon,CO 81620 Gener on ra or eveloper. 970.999.9999 Crvil Engjueer. 970.999.9999 Misc Conaultanr 970.999.9999 � Seal ; � _ � � O : 2 �o1�lC-c�TUp f i�1,4� S�CT�oN p C� � � - 1/4" � 1' � �� Z •� � 5 4 ,44,� 3 2 I � « ,� � 4� C� - V � � � � � � � � � � � � .� - C� � � � � � tr � INEIU ASPH,4LT SHIN!sLE ROO� OVER ' ' � � � 4 lU.4T�RPROOFING MEMBRANE AND M � i i i 5/8" PLYWDOD SN�ATNING, METAL � O N - FLASHING W/ DRIP EDGE, MATCI-I � M � EXISTINCs, T1'P � � x GOORDINATE v�NT TO MATCN EXISTING � � a � � AT NEW ROO� SECTION, TYP I I METAL FLASNINCz AT UJOOD TRIM TO FORM � � _ � 3-SIDED P�4N W/ END DAM ,4T JAMB, LAP ` JAMB FLASNINCs INTO PAN, WRAP OPENING � W/ WATERPRODFINIs i ` � . .\ 5/S" G1'P. RD � Revisions: M�T,4L FLASHINC= lU/ DRIP THROUGHO TYP � � EDC=�, MATCN EXIStINC=, t1'P. � � � ' ' N�W TC- E-THRU � � FIREPL STALL PER � M,4NUFA R'S SPECS I StONE R UND AND NEW ASPNALT SHINGLE RDOF OVER M,4NTLE E S���CTED W,4T�RPROOFING I"IEP'IBRANE AND , i °° BY 4WN i 5/S" PL1'LUOOD SN�ATNINCs, METAL FLASHING W/ pRIP EDCaE, MATCN ; EXISTINCz, TYP R-19 BATT INSULATION, I � R,415 TONE N�ARTN i R-38 BATT Tl'P 3/4 OD INSULATION, TYP NEW STUCGO FINISH, 4 IssueDates: WATERPROOFINCs OF SEL�CTED I "C" 10.30.07• Not Issued STUGCO FINISN R�SPONSIBILITI' N�UJ FLOOR JOISTS, rr �i • OF CON1'RACtOR AND fNStALLER � RE� STRUCTUR4L D 12.26.07: Not Issued R-3� INSULATION "E" 02.25.08: Not Issued � � - GAST CONCR�TE "H" 04.16.08: Not Issued NEW St� L BEAM, R�: = H�AD�R, RF. STRUCTURAL "J" 06.20.08: Permit Set M�TAL �LASNfNG AT UJOOD tRIM STRUGTU AL = TO FORM 3-SID�D PAN W/ �ND i GOORDI ,4TE WITN NEW - CONGRET� SLAB ON SheetTitle: DAM AT JAMB, L�4P JAMB CsAR,4C�E DOOR OP�NER INSULATION, GRAvEL �4ND FLASHINC� INTO PAN, IURAP � FILL, RE. STRUGTURAL P1 O osed OP�NINCs UJ/ IUAtERPROO�INCs _ � i i . . . . - Building -_�����_���_ . . , - � - - - - - - - - - - - - - . ��_���-��� :� ������-��-���-������-���-��-�� ���-���-��-�����-���-��-������ ���-���-������_���-���-������-���-_������_���-���-������-���-��� �:�-���-���-���_���-���-���-���-���-���-���-���-��-��� :,. , I �,-���-� �_�„_�_ �-�_�_ _� ��- _�_�_�_ _ _��_ �_�_�_ _�_� � - -�-�-�- -�� . ���_���-��� ���-���-��� ���_���-���_���_���-���-���- . � Sect�ons ���� , . ������ ���_���-������-���-���-������ ���-���-������-���-���-������ ���-���-������_���-���_������-���_�� ������-���-��� ������-���-��� .. - - - - - - - - - - ' — - - - — — - - — - - - - — - - — — - — — - - — — - — — - - — — - i ;f i NEWFOUNDATION i i , , t. , WALL, RE. STRUGTURAL L_ Ia � BELOW CsRAD� I ���, IUAt�RPROOFINCs i ' Project No: I tIE DRAINAC�E INTO 2722.00 r, I EXISTINCs GOND1710N5 i i i i i 0 2' 4' 8' Sheet No: ' 1 S�C�'101�1 � N�UJ C�,�fi�,�C�� ,,�" _ ,� A4. 1 SCALE• '�a" = 1'-C�" O 2007 V.4g Iao Arc6¢xu�Plamaa / i ` ` _ \ - - `.- __ _ - - - - - -- --- - � , GENERAL NOTES 4, �- :j DESIGN CRITERIA TIMBER GENERAL NOTES � � 1. Ail wood fra�min�g sh�all conform to the "National Design Specification for Wood .� A B B R E�/ I A T I 0 N S Code: �BC, 2003 Edition Construction ( NDS ), latest edition, recommended by "National Forest Products � Roof Live Loads: Snow 80 psf Association." �' A.B. ANCHOR BO�T H.A.S. � 2. Sawn lumber structural framing members shall be Douglas Fir-Larch with maximum � HEADED ANCHOR STUD Floor Live Loads: Residential 40 psf moisture content no greater than 19�, and shall conform to the following grades, as �, ° AISC AMERICAN INSTITUTE H.P. HIGH POINT governed by the "Western Wood Products Association" ("WWPA") rules: OF STEEL CONSTRUCTION HORIZ. HORIZONTAL Wind: Velocit 90 m h *; �ALT. ALTERNATE IN. INCHES Ex osure � P Visually graded dimension lumber wall studs and columns: �„ APPROX. APPROXIMATE IN.-LB. INCH-POUND vA 2x4 where length = 8'-0" or less...Stud grade or better - ARCH. ARCHITECTURAL I.D. INSIDE DIAMETER �� �v• Seismic: Zone 1 2x4 where length = over 8'-0"....... Standard grade or better � , ANCH. ANCHOR L ANGLE (STEEL) Architect8 &Plau�iers 2x6 and larger (all lengths)..............Stud grade or better � BASM'T BASEMENT LLV LONG LEG VERTICAL Ali other visually graded dimension lumber structural elements: � BM. BEAM raeoemeso�ir� : GENERAL NOTES 2x4 and larger................................... #2 grade or better = L.P. LOW POINT v.n w si�aa.ir� Visually� graded timber structural elements: -# BOT. BOTTOM LAM. LAMINATED �y�,�,� �� BLDG. BUILDING MAX. MAXIMUM 5 x 5 and larger.............. #2 grade or better `" C.L. CENTERLINE ����1� 1. Contractor shall field measure and verify all existing conditions and dimensions """"""" x MIN. MINIMUM �.n:�s�o�, at job site. 3. Sill plates that are in direct contact with concrete or masonry foundation shall be ., CMU CONCRETE MASONRY UNIT M►SC. MISCELLANEOUS 2. In case existing conditions or dimensions vary from those shown on drawing, treated with Zinc Borate preservative. Substitution of alternate preservatives shall be � COL. COLUMN 90��°id�� Contractor shall notif the En ineer so subject to Engineer review. Products treated with Alkaline Co N0. NUMBER w.ao,00 ai�o y g' pro�per adjustments can be made. com ounds ACQ or Arsenic com ounds "Wolmanized" shali be r Quaternary .� CONC. OONCRETE O.C. ON CENTER 3. The requirements of the latest edition of OSHA Construction Standards shafl P � � P ( ) prohibited. CONT. CONTINUOUS O.D. OUTSIDE DIAMETER be compiied with by all contractors, fabricators and suppliers. 4. Solid-sawn rectangular lumber beams, rafters and joists shall be supported laterally to � prevent rotation or lateral displacement in accordance with Section 4,4.1 of the NDS. CTR D CENTERED PCS. PIECES 4. During erection of the building, the contractor shall be responsible for temporary 5. All steel connectors for timber framin shall conform to the Structural Steel General s` d NAIL SIZE (PENNIES) PL. PLATE A�t)F&ASS(�C[ATfiS bracing to withstand all loads to which the structure may be subjected, including g �D.A.S. DEFORMED ANCHOR S1'UD REQ'D REQUIRED �•r;n�;UL71NC eN�.�,,tt�� lateral loads, stockpiles of materials and equipment. Such bracing shall be left Notes. ': D.F. DOUGLAS FIR SECT. SECTION 2551 31st STREET in place as long as required for safety and until all structural framing and 6. Lead holes for lag bolts shall be bored as follows: a DIA. DIAMETER SIM. SIMILAR BOULDER,co sosoi diaphragms are in place with connections complete. A. The lead hole for the shank shall be the same diameter as the shank � DIM. DIMENSION 303-444-9121 5. The term "provide" as used herein shall mean that Contractor shall furnish and and the depth shall be equal to the length of the unthreaded shank. ° SLV SHORT LEG VERTICAL PROJECTNO 07152 install said item, construction, equipment, materiais, etc., for a complete, finished B. The lead hole for the threaded portion shail have a diameter equal to � DN. DOWN SP. SPACE 60 to 75 percent of the shank diameter, and a length equal to at � � D0. DITTO SPEC. SPECIFICATION installation. least the length of the threaded portion. " DTL. DETAIL SQ. SQUARE 6. Contractor shall check and verify all dimensions shown on structural drawings 7, Lag bolts shall be installed as follows: }� EA.G EACH ING ST. STRAIGHT ��e���e��������l���i���� with those shown on architectural drawings. A. The threaded portion of the bolt shall be inserted in its lead hole by STIFF. STIFFENER ��� NN C e �i� 7. Contractor shall notify the Architect of any discrepancies between architectural and ,^, E AND W EAST AND WEST STD. STANDARD �\��•'' � oG9��!� ; structural drawings and receive written clarification of discrepancies before proceeding turning with a wrench, not by driving with a hammer. w E.F. EACH FACE STRUCT. STRUCTURAL � � with construction. B. Soap or other lubricant shall be used on the bolts or in the lead hole '� � ! 8. Proprietary designations for framing members and connectors are used in these to facilitate insertion and prevent damage to the bolt. � E•W E"ACH WAY SYM. SYMMETRICAL ' � .� _ 8. Sheathin anels shall be identified with the appropriate trademark of the American �EI. ELEVATION T AND B TOP AND BOTTOM _� 0 1 479 �:�¢� ' documents. Substitution of equivalent products by alternate suppliers subject to g P � ENGR. ENGINEER TEMP. TEMPERATURE BARS � �"'� Z�O���' � Engineer's approval. Plywood Association, and shali meet the requirements of the U.S. Product Standard : EQ. EQUAL T.O.F. TOP OF FOOTING ��'S��NALti�,.�q��o° 9. All details referenced on lan shall be considered t PS1-74 or National Research Board No. NRB-108, latest gdition. P g ` EXIST. EXISTING T.O.S. TOP OF STEEL �i,.�f�c aF•••••pQ�A`.�� , p ypical unless noted otherwise. „ ,� C� � 9. Roof sheathing shall be 19/32 thick APA Rated Sheathin , Exterior, with s an ratin � EXT. EXTERIOR TYP. TYPICAL ��/1II1f1�rA �l�1�°°''�� � 10. Constructed conditions shall not vary from the dimensions and configurations , �� ������1' 40/20. Sheathing shall be placed with 8 -0 dimension perpendicular to joist framing, FDN. FOUNDATION U.N.O. UNLESS NOTED OTHERWISE defined in these drawings without written confirmation from the Architect or Engineer, stagger joints. Panels to be continuous over two or more spans. Panel end joints ai� FIN. FINISHED 11. Where shop drawing submittals are required, they shall indicate member sizes, end shall occur over framin Allow 1 8 inch s acin at �° VERT. ' VERTICAL 9• / p g panei ends and 1/4 inch at panel FLR. FLOOR W.F. WIDE FLANGE conditions and connections where appropriate, and the location at which each type edges unless otherwise recommended by manufacturer. Nail at all supported edges ` FT. FEET of inember will be installed. Photocopies of product catalog pages are not sufficient with 8d common or galvanized box nails at 6" O.C. Nail at intermediate supports at * WW.F. WELDED WIRE FABRIC documentation that the intent of the construction drawings has been understood. 12" O.C. �`� FTG. FOOTING WD. WOOD Review of shop drawings by the Engineer does not relieve the contractor of 10. All floor sheathing shall be 23/32" thick APA Rated T&G Sturd-I-Floor, Exposure 1, with `� GA. GAGE N AND S NORTH AND SOUTH responsibility to follow all requirements of the construction drawings. span rating of 20. Sheathing shali be placed with 8'-0" dimension perpendicular to .� GALV. GALVANIZED joist framing, stagger joints. Panels to be continuous over two or more spans. Panel EXPLANATION OF SECTION MARKS end joints shall occur over framing. Nail all supported edges at 6" O.C. Nail at FOUNDATION GENERAL NOTES intermediate supports at 12 o.c. Nails to be 10d deformed shank. Glue plywood to joists per American Plywood Association Glued Floor System Pubiication #6 t O recommendations. ;° � � _ 1. Foundations are designed using presumed bearing va�ues noted below. Contractor � ,� SECTION T � shall rovide written o en excavation ins ection re ort b 11. All exterior walls shall be sheathed with 15/32" thick APA Rated Sheathin , Ex osure 1. `� O � v P P p p y geotechical engineer „ g p � w = re istered in the State of Colorado Nail dt ali supported edges at 6 O.C. Nail at intermediate supports at 12" O.C. � ' 2 3 ��..� � 9 prior to forming or placing foundation concrete. Nails to be 8d common. �, �, � _ Foundation sizes subject to change based on report findings. Contractor shall 12. All nailing shall be in accordance with IBC Table 2304.9.1, unless shown otherwise. � f foilow ali recommendations of report. ` FIRST STRUG�`TURAL SHEET STRUCTURAL SHEET WHERE � 13. Built-up sawn lumber beams shall be assembled with 2-16d nails at 32" o.c. into the w 2. Ail footings shall rest on solid undisturbed soil. Assumed maximum design face of each solid lumber ply, unless noted otherwise on the drawings. VVHERE SECTION IS TAKEN SECTION IS DRAWN � bearing capacity is 2000 psf. 14. Where overframing is noted on drawings the lower levei of framing and plywood shall be M �1 ' 3. No footings shall be poured before observation by Engineer. � � � � � first constructed. The overframed area shall be built up of 2x6 or larger lumber over ; 4. No concrete shail be poured in excavation containing water or on frozen the roof plywood. A second layer of plywood will cover the built up framing and form � � � ground. the final roof elevation. Support overframing columns, knees and cripples on joists and ' � �� - 5. In case conditions found at site vary from those indicated on the drawings, trusses below, not between on plywood oniy. � , ±„� the Engineer is to be notified so he may ad just foundation to �� �. V 15. Framing for all exterior wolls to be 2x6 � 24 o.c. typical unless noted oth�rwise. °� � meet fieid conditions. Studs are to be one piece continuous from floor-to-floor or floor-to-roof. � ' 6. Backfill shall be placed against both sides of walls simultaneous�y. 16. All Microllam beams are to conform to section & material properties of "1.9 E � � Microllam LVL (2600 Fb)" as manufactured by Trus Joist MacMillan. Installations of � j/� �'/� T/.� CONCRETE GENERAL NOTES built-up Microllam elements shall conform to manufacturer's specifications. �/� o 17. Lumber for all glued-laminated beams shall be Douglas Fir or Western Larch. For r STRUCTURAL D M simple span beams use combination "24F-V4" as defined in the "Internationai Building �' RAWING INDEX � � N 1. Material and workmanship shail be in accordance with the requirements of Code", latest edition. For continuous and cantilevered beams use combination �. "Building Code Requirements for Reinforced Concrete" (ACI 318, latest edition). "24F-V8" as defined in the "International Buildin " I J SHEET NUMBER SHEET CONTENTS � 2. Ali concrete shall have a minimum compressive strength (f'c) of 3000 psi at g Code , atest edition. �` M w the age of 28 days. 18. All framing to conform to the specifications of latest IBC section 2304, unless noted � � I� h�d 3. Reinforcing bars shall be deformed bars and shall conform to ASTM A-615, otherwise on plan or detail. " $�. � COVER SHEET � Grade 60, except as noted. All stirrups and column ties shall conform to 19. All Parallam beams are to conform to section & material properties of "2.0 E � � ASTM A-615, Grade 40. Parallam PSL (2,900 Fb)" as manufactured by Trus Joist MacMillan. S� .� FOUNDATION AND UPPE � 4. Bar bending details and placing drawings shall be in accordance with the `� R LEVEL FRAMING PLAN � "Manual of Standard Practice for Detailing Reinforced Concrete Structures" fi ` 5 � . � ROOF FRAMING PLAN PREFABRICATED WOOD "I" JOISTS , SZ.O FO U N DATI O N D ETAI LS ACI 315, latest edition). < � 5. Where welded reinforcement or deformed bar anchors are indicated on the �s drawings, steel specifications and welding shall conform to the '�Structural 1. Prefabricated joists shall be by Trus Joist Corporation, Louisiana Pacific or approved ' S2. � FRAMING DETAILS Welding Code - Reinforcing Steel", AWS D1.4, latest edition of the American equivalent and shall have the depth, span and maximum spacing as shown on the Welding Society. structural framing plans. ' 6. Provide bar supports and spacers to place all bars in proper location, and 2. All bridging, blocking and other accessories shall be furnished by the joist ' wire adequately at intersections to hoid bars firmly in position while concrete manufacturer and installed in strict accordance with manufacturer's recommendations, is placed. and as shown on the drawings. „ ���. 7. Bar supports and spacers which rest on or against exposed surface shall be 3. Joists shall be designed to carry the live and dead loads as indicated in the contract �' Q hot-dipped or galvanized. documents. Floor and roof joists shali conform to the deflection criteria as specified �Y Q 8. Continuous bars shall lap and doweis shall project adequotely to provide a by the manufacturer. � Class A splice, but not less than 12 inches unless noted otherwise. .� 9. Do not splice at maximum stress locations. '?� Q 10. Welded wire fabric shall conform to ASTM A-185 and shall lap a minimum STRUCTURAL STEEL GENERAL NOTES +; of one full mesh plus 2 inches at side and end laps and shall be securely �� � wired together, unless otherwise shown. 1. All steel shall conform to the "Standard Specification for Structural Steel ASTM � , 11. Where lap splice locations of horizontal bars are not specifically noted on Designation A36, latest edition, except as noted otherwise. Wide flange and �� the drawings, lap splices are to be staggered. WT sections shall conform to ASTM Designation A992. Steei pipe shall conform „ ' 12. Concrete cover for reinforcement (unless otherwise noted): to ASTM Designation A53 (Type E or Type S), Grade B. Steel tubing shall ��, A. Concrete poured against earth . ... 3" conform to ASTM Designation A500 Grade B. �. ............... . , T B. Concrete poured in forms but exposed to weather or earth 2. All detailing, fabrication and erection shall conform to AISC "Specifications for r 1. #5 bars or smailer........................... 1 1�/2" Structural Steel Buildings", and the AISC "Code of Standard Pracfice for Steel �` , . Buildings and Bridges", latest editions. r 2. Bars larger than #5......................... 2� , , 3. Bolted fieid connections shall be made with 3 4" diameter ASTM A325 bolts. a C. Siabs and walls............................................. 3/4" � , IssueDat�s: 13. Ali cement used in foundations shall be "Modified" Type II. 4. All welding shall be done by certified weldin� operators, who each have in their :� possession current evidence of passing the �American Welding Society Standcard � 14. See architectural, mechanical and electrical drawings for additional openings, �� 06.20.08PermitSet Qualifications Tests as detailed in AWS D1.1. Welds shall conform with "AWS depressions, curbs, floor finishes, inserts and other embedded items. Structural Welding Code" (AWS D1.1), latest edition. % ` 15. Where other reinforcing is not required by the drawings, provide 1-#4 bar at all sides of, and adjacent to, every opening which exceeds 24" in either 5. Weld sizes not otherwise shown shall be minimum continuous 5/16 inch fillet � direction. Extend bars 24" beyond each side of opening. welds. � 16. All concrete shall have a minimum cement content of 470 Ibs. per cubic 6. All welding shall be done with AWS A5.1 or A5.5 E70 XX electrodes uniess noted � � yard unless otherwise specified. Cement shall consist of no more than otherwise. r 7. Sho 20� fly ash. p connections shall be welded unless noted otherwise. w: , 17. Caicium Chloride shali not be added to concrete. 8. Equivalent welded connections may be substituted for bolted connections subject 18. Cast-in-place steei anchor boits shall conform to ASTM F1554, Grade 36, to the Engineer's approval. � 5��, unless noted otherwise. , xr - y,�� aww. �^�a.,,a�.. - r�„ sr�a � «-.��� , _e�, ����rMS� � r ��ver �he.�;t � ��.___ � , �- _ _ �ro,e�s�►10:� - i - ' i 2722�00 ' �� - � �hett I�*o: i� I� � I �' % � i� �PA'db v A g Mo ar���»�;,tm 9�+Ir.;��•r- � ---- -°-° - - - f , ��� i y� -� �� �,� ���� , �- ��� � � _ � �� � � � - - �-`� ��� � �, 8�. 5, 8,� �,_8,� c��`� ,� � Q��� 9'-0" 24'-0" . �' , � � � �/ � SEE /�� ��� � � � � � � ARC -PACK SOLID � ``� � �� ���,�� � � � z FULL HEIGHT S� � � -� �n � 'j o 3 �+�o� TIMBERSTRAND RIMBOARD �`� � _ � T.O. W A L L � � `� �S 1 0 S 2 0 5 .r J � J� � P R E C A S T C O N C. L I N T E L EL. = 98'-9" ___ _ _ _ _ S1.0 S2.0 „� �;.: -:, �.s.;,;,, : ,L��,,�,,�ta��„_ , S1.0 S2.0 G r SUPPORTING STONE BELOI 6 DECK : 6"Wx14"H f� �; �:�,.��;x;-,.� k;��: ._,�,.n,�,�:�1�,.���..,,�.�� ���_ 5000 PSI REINF. �W 5 �: , � 4,�,�: .�f:s �;�,==xf�f S1.0 S2.1 � /# T.� T.O. WA �� ,� �,���.����;°�, LL � �tA. U� :, �:�:�r'��,� � � � � � � � _ '��Y"k _ _ CONT 0 AND B VA � s � �C. 1 n �'�;�,Vj..kv,�� _w.y,,, :,i;:r =;k, �`�:;'=*;'{-fi::�;?y��';a- - - � EL. = 99 -3 `` 1 ______ _ _________ _-_ __ HORIZ. T P .,;�n`;7��;'�`r�"`","^.1>�.b+: �' .s_,`r��• _ ,r . ., _ v�i',*3 n�'':r'� ,�si.�4� ��:" ::,�.. ' vs„mmh�.,� ��s�x.M�r � � � ;r7y_ 't_ . r..,f- _ �3`�.^`in n,,.;31ir ��'I" LL 4 yz� ,�;�� ..r�., *=.:.._.�=::sn;._�.. _�__.�`:�;,..�_��::��.�` ����.'=,'�:�r,�.,_;_-F��,�=;..�;_:� }��: '� ry� � � � � � � � � � T.O. WA � �� � ;� / � � � � � Architect8 �Planners EL. = 98 -9 � S1.0 S2.0 / �� ------ -- ---- -- ---���� ---- -- - - '�`• W12x45 � � -_ � � `�" SHELF ANGLE - ;c'y`rS �� �c°m°°�lr� B.O. FTG. / -�� T.O. SIAB AT OPENING / ( ;,��,. f- O u' v.0 oo ai6sa.ir� � �� °�� � STEP T.O. � _�`� I T.O. WALL EL. = 99'-9" r_��' � SEE 11/S2.0 - �G +� +�+ EL. = 93 -6 :� � � _ � �� q, � �i �i � 'S � \ � � ��a � � 99 -3 /� ��°�<< SEE ARCH. DWGS. �ji + �� � ��.� � . WALL �, 51.0 S2.0 / I F�, � FOR EXTENTS � r �, �c�o�s�.sl�a 4" CONC. SLAB-ON-GRADE �'��) / � II �'` I 2 \ / ��'� I� - 1 1 7/8" TJI/210 JOISTS AT 16" O.C. � I `�'��'�' W/W.W.F. 6x6 - W1.4xW1.4 N � =4,,,� i \ � II �Mf S1.0 S2.0\\ SIM. // � ia�� � ,� N 0 soae�aoa�zoz STEP T.O. � 4 I '��� ( � /x\ � ;:�� � T.O. WALL � „ / � � ;�r S1 .0 S2.0 ���,:�����.����:AVATIC�fV $ a ' �, �� ,� �� ,� EL. = 100 �Q w / �`_ / (2) 1 3/4 x11 7/8 ML WALL N r� S 1.0 S2.0 � ,.��� � � � �I',}�� � � � / $�, � �x II N ��I�.������.' �E �"�' o (2) 1 3/4 x 1 1 7 8 ML .. �' QUlRED ' � B.O. F'fG. � o / �- � S 1 .0 S2.1 � X � � I , „ � ;u. ���T��.0��'���GTION. �au�s��ssc�ctAT�S T.O. WALL � 0 8" I ( �y: *► EL. = 99'-3" .- ��: T.O. SLA , �, $�, nwL EL. = 95 -6 \ cn � 1'-4,� � v,�_ � ,� �`."�I�t�l�i�'�.��,�5� N ASULTIN(� tN�,��.tk�� � ��_q.» _ EL. 99 -� : � h,�:... �•�. �" � � � 2551 31st STRE�T tn ;d`' � m Z � F;�+- � ., �,� „ �`� � I x�� � � � �Yr< � �}: � �O / �., I Z ` BOULDER,CO 80301 `° � ';<,�I 9 - �,.�. � $� .Q S2.� 303-444-9121 ' :- � S1.0 S2.0 = A �� GRADE BEAM � �� � � ��' I � ' S1.0 S2 1 Q v - � BLOCK SOLID Pxo�cTrro o�isz � ` � I oo �I ;,�, � /� � `���' � � Np. ` o � p WITH JOIST MATERIAL � � x� L ?;; T.O. GRADE BEAM �� ��/ � ';�;; � T.O. W A L L � � o UNDER FIREPLACE ABOVE i� �I „_ --- -- --,.;-, _ ,• `° Seat �� N U � �;;��.:��_��,`._.� __,_�'_��,, -;�;�-:: '_,_,;,�_,i� nv � EL. 99 -0 3/4 //� i ��%� II EL. = 101'-0" � � � � � � � � r � � ia c �-� � � 9 1/2 TJI/210 � �i, � �� :�i�� � � �'� N � r F- , a ( ,x, � ;4, 1 3/4x9 1/2 ML LEDGER / � ",A � c•� ¢ a � JOISTS AT 16' O.C. � '�'�r� f yu ,�;d / I � I EACH END OF JOISTS \ w � � ��' � � � � � �� �\\\1111�� Illll////� �� i W 'ur`, �� ya, � \0 �O n �,�, O ��N (n \\ // W/3/4 SHEATHING �s � / � � �,� � � i-- ��� �,N C Bq ii� $ I ��� � I �V REMOVE EXIST. FDN. 1NALL AS L\ � "$� � _a 1 .0 S2.1�� � � � 9 � T.O. SHEATHING EL. �n zv � » ,;�;'�r , ,4� O r O ` ; P p•� � � � �- O .•' TE . � � = 99 -3 � c �+ ��- REQ D. FOR NEW F,[�1. WALL AND II STEP T.O. 3 FLOOR SHEATHING - w J�•Q J2�o k �, I R�1 � •. � � z �,� _ � � � ` � , � � g`� I uSLAB-ON-GRADE,.INSTALLATION �� ( ,�r�� WALL Z � � =� ° SEE GENERAL NOTES 15479 �:�= ' y�� � � � ;i�� ..__ � _.. _.._ _.. r ___. � _. _ _ � N � � : � ` � � .r� r �1 r }`. � r /Z�/0�\��� � j � I .._. ..._. _._ _... r. __ _.._ _. .._._ AN��.� _.._. � ._ �._..� /� �� �J _ _ _ � �II z _.^�,_._._ �_� _ _ .._ ^ '�. � � � � � 7 i�'9�''`S�ONA1-�?,�.0��� N �I ,�f, � i 4 C O N C. S L A B O N G R A D_ � � � REMOVE EXISTING S 1 .0 S 2.1 ��i����c �F•••�p P P��� g� W W.W.F. 6x6 W1.4xW1 4 � ����,:� � ' ii CO � x iN � � ��� I � � � ,�tiY; T.O. WALL z X I o0 00 /��//�'//�ldrlill�111\\\\\��\ W � I � M � 4'-8��x4�-8"x12'� � ( Trv,; � � �, -.__--�--�{1�/��-�sr.--�=P. r 6 r .- � �_ �� ��: r�. EL. = 100 -0 N w ,n �I � I DASHED LINES E I � ? '}��� � /� I ! FTG. W��6) �5 E.W. , �� � ;_; I � -__ I �-- S1 .0 S2.1 1D� � k�k / � � r � � �f, (�-8.0. FTG., „ BLOCK SOLID � �y+� � io II T.O. WALL h,#° � / I T.O. SLAB y'�� � WITH JOIST MATERIAL 'S � � � � � � EL. = 95 -6 + � { EL. = 100'-0_� �'„�' � � EL. = 99'-11" � � t.;z I � - , g°' J�` w II I I N�y,�� _' - � I- - -- _ ..(_ __ � _.. _�. � _._. _. ._. _. _ , .^ _ � __ rr,� z UNDER WALL ABOVE �. �. rtt����kJx II � O � �I � B.O. FTG. 1 �_ `-' .-" -- - -- '- - - - - -- -- - - � �- _ ___._. � � ' _-- ____._..____.___.__.________ c� T EL. 95'-6" � I II X __...Q_______ � � � 1 2' 3 1/2" i L �' I I w _�.______ F --__�_____�__._�______------------- W �"� � O OVERFRAME EXISTING SLAB ON fl V - GRADE WITH 3�4" SHEATHING � ' 7 I II REMOV J V ��� J �_-`� �_��- -^��--�----^----�-- -�- . O � • w , ON NEW JOISTS AT 16 O.C.. EI r � S1 .0 S2.0 � I I E EXISTING WALL ��_ _ � �' - TAPER JOISTS AS REQUIRED ' � I � �_ AS NECESSARY FOR d. � � EXISTING _ ...___ ____ __. _____________ ____ _ � � - TO ACCOMMODATE SLOPE OF � _ � �_�_, NEW WINDOW OPENING �- DBL. 2x -_ __._____ EXISTING FLOOR SLAB. I) M -SEE PLAN NOTE 7 FOR � � � .- ( __ ____��__� __ ^ _ , � ; -----� w - NOT • I I 1 � ADDITIONAL INFORMATION ` � -'" � � E. DEPTH OF JOIST IS � I � � EXISTING � A AS REQUIRED TO BRING TOP �I � �� I I X �- - � __ ML BEAM YM ��_� � f � ; � � � OF NEW SH EATHING TO SAME 1 � � I o I � � � �_,� � -------�------� � ( I � � ELEVATION AS ADJACENT FLOOR. 1 I � OVE � RAME EXISTING FLOOR WITH !�T � � � SEE ARCHITECTURAL DWGS. FOR �I ' � � i � 3/4 SHEATHING OVER NEW JOISTS � -----------------------------____-�-� � FURTHER CLARIFICATION. I �- ( �� �-----. _ _.^.T____._� ; I � � � ( AT O.C.. JOISTS TO BE M _� " __ �� 1 � I ORI N ED PERPENDICULAR TO � NEW 2x10 ! � � a � I � _ � I TI� G FLOOR JOISTS. ���EXISTING AT 16 O.C. ~ , ,^� �/� � SHELF ANGLE - I � I � I --=-t� E: DEPTH OF JOIST IS AS STAIR � ^ � � Y V^ T�� � � _ __�_�__� V 1 SEE 11/S2.0 - � � I � S H�E A T HE GT OB S A M E E�E VA�T O NE S M �_�Y~_� _-�--------------------- --- M SEE ARCH. DWGS. �I f � ` / ` � � A D J A C E N T F L O O R. S E E A R C H. D W G S. R ______ _� EXI5TING � � O N WALL BELOW � � FOR EXTENTS i � ' � � � FOR FURTHER CLARIFICATION. ,�.�'� �____�._._._�_________________ ____ � � w � fl I/ I I I f NEW 6" THICK CONCRETE PAD ON T � ���`- � EXISTING�COL. � �_ __� � _ ! � � � _�_� - �_�_ _ I � COMPACTED FILL. REINFORCE W/ _ � GO�' �� � N .�.i I __��._ .._ , T __ _�._ ._. _. ._ ' ( I� #4 BARS AT 8 O.C. EACH WAY, �� ------ ---_ -- -- ______ _----------- -- - d1° Q I MID-DEPTH OF SLAB. COORDINATE � � jlI- � ( _ _._. ��__ NEW DBL. I�i PLAN DIMENSIONS W/MECHANICAL 2x10 SIMPSON HOLDOWN � � � I� CONTRACTOR �"�-�'u'��� -�-�-----°------------ - STRAP 2" WIDE x 12 f I � 14'-0"t � _�_ __ _____ -- _._.__�------ GAGE EACH SIDE OF � � ___�,---___ - -- ----- -__ � I II W�� d �I � � �� `_._.__ _ _ -_._.--�_ �______.___�____,_ - GLU LAM � TOP OF EXISTING � � � 1 1 �` - Z ^ il � FLOOR FRAMING S1.0 S2.0 _._._ �_�.�_� _�.___ ____._._____--- ------ --- -_--- -- _ Q � EL. = 100'-0" i I i .__ __..,_____�.� - -- � cv � � � ( f _______._ _ _____ -�,-------------- x g o ¢ R�evisions: �I I 2'-0" I _____ _ �._� ��T � ► °° � 1 � FTG. 2'-6'�x2'-6"x12" � � , _..�... �._.__.._ __.________�__.__.�__._------ -______�- �� °° � Q ', I) � W�(4) #4 EACH WAY 1 I� � _ __� ________. r� � � Q � OR BIGFOOT "8=36" � J � ��.^� ._._.� _________�.._._________�__ _ _ �J��a � �I � _ , � � ._. ._._ _. ._.._ _.._ ._... _ � ___. _, ,_.._ - --- -_ _ _ -.^. ._.y._. � � {�.-_._ ___ _ _ __.__�� - � ��__�^ - Go�, �' �� i ° � r _ _ _ _ -� -�- --. fi -C- --�__ .._. -�-sj��4� � _ ____� - , ! �.�_��: I I i� I � (3) 1 3/4'k14" ML BEAM � �4� I � ` � nr;,, .� 2 2x 12 �' � � aN � � � 2 Y��s 1'-0" � � v� �(2) 2x 12 Y<� WALL - --_._.__.._�._.._._ _____ ____,� aa�7' �. �l �I L __ _.. ._._. � ._._. __ w .._._ _.._ __ _._. ___ _ _._. � __ � � s 1.o S2.o � � yrzy � i I �',� cn 2 2x 12 � I� ---- - - I Zx8 J01 S A 16 O.C. .�: T.O. WALL .- _ _ __ �._____.�______ � i `-' � , ( _ � ��� � EL. - 97'-6"f I 2x12 � i � .._ -_ - - - - _- - ��°�,�:k ��` 1'-8�� `° - - - - - - - - - - �ssueDates: ��;� r ���`< 1 � ( ��� I I �� I�B.O. r I G. r W.L+V.08 Permit Set � `� � ��°�` �- - " �� EL. = 93'-0"f ' "if�la�"'.Fi^ � � � � � Nl•4ri '�� � y'�,+�1 � � �'�;���'���3� E � • �� ;� s,�Y �.� �''.�•�� 3" RECESS .�'1,�,,.��a.�`i5; z `�4x,c_{'s,�.�. Ai��y` ..Jx �5c����`"���-.'" w�;}'^.o������� e�,_?� �c � rtp�k��'S��x�,'h�,.o- ( I � w�?3`�-� t�m�� ��u�w `�x a�i v�� '�^, �,T ti- q i�� 'r"C'9`, 3 'k s� 1' -�s�,h �.- R - i �e,�H:ra`:..�ha* 9 °*,,;�ya�.,.ku, _ a�?;�.;��.-r: r �' 4" THICK CONC. SLAB , °° oN ��4�� STURDIFLOOR ,_ „ , „ „ °° U P P E R L E V E L F R A M I N G P LA N �T sn��r�: � � PLYWOOD SHEATHING � � W/(4) #4 EACH WAY � jr 1/4 = 1 -0 � S1.0 52.0 OR BIGFOOT "BF36" PLAN NOTES: FOVI�ILA�ON i (' , 1. SEE GENERAL NOTES, SHEET S0.1, FOR ADDITIONAL INF MATION AND REQUIREMENTS. A �TT1 TTi]�E� ' I I � I � Z 2. PRQPRIETARY ENGINEERED LUMBER PRODUCTS ARE SHO - t�lr1J dJr PLAN. ALTERNATE PRODUCTS ARE SUBJECT TO ENGINEER'S REVIEW 2�-0" 10�-10" L 2'-0" 3'-10"L 2�_� S1.0 S2.0 3 O��TH S�PLANS T RACKRCO UM�STABOVE TOAT�N OUN A�ONHW TH LEVEL SAME SIZE COLUMN. SEE DETAI� 7/S2.1 FOR BLOCKING REQUIREMENTS � N FOUNDATION/FIRST FLOOR FRAMING PLAN AT FLOOR. ,� 4. PENETRATIONS THROUGH MANUFACTURED LUMBER SHALL CONFORM PLAN NOTES: 1/4'� = 1'-0" TO MANUFACTURER'S SPECIFICATIONS. PL� 1. SEE GENERAL NOTES, SHEET S0.1, FOR ADDITIONAL INFORMATION 5. SEE ARCHITECTURAL DRAWINGS FQR TOP OF FINISHED FLOOR AND REQUIREMENTS. ELEVATIONS. 2. SEE SOILS REPORT FOR REQUIRED PREPARATION AND TREATMENT 6. TOP OF STEEI. BEAM ELEVATION SHALL BE 2 1/4" BELOW TOP OF FOUNDATION SUBGRADE. OF PLYWOOD `LEVATION, UNLESS NOTED OTHERWISE. RAISED OR 3. STEP TOP OF WALL DOWN AT ALL EXTERIOR DOORS AS REQUIRED �ROPPED BEAM �i_EVATIONS ARE SHOWN THUS: (+/- ___"), ProjectNo: AND INDICATE ELEV.4TIQN RELATIVE T�J TYPICAL TOP OF STEEL FOR SLAB TO POUR OVER THE WALL. DOOR LOCATIONS ARE NOT CONTRACTOR MUST CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL ELE'✓ATION FOR THIS L.EVEL. DEFINED ON THIS PLAN. COORDINATE ALL DOOR LOCATIONS WITH DRAWINGS AND THE STRUCTURAL DRAWINGS. SIGNIFICANT ASPECTS OF THE 2']22�00 � ARCHITECTURAL DRAWINGS. SEE 4/S2.0 FOR ADDITIONAL INFO. BUILDING GEOMETRY MIGHT BE SH�VVN ONLY ON THE AR�;HITECTURAL DRAWINGS , 4. CAST-IN-PLACE ANCHOR BOLTS REQUIRED ALONG SILL PLATES FOR WITHOUT SPECIFIC REFERE�VCE ON THE STRUCTURAL DRAWINGS. IF A CONFLICT WOOD FRAMED WALLS. SEE 1/S2.0 FOR ADDITIONAL INFORMATION. EXISTS 13ETWEEN ARCHITEC fURAL AN� STRUCTURAL DRA1'JINGS, TI-�E CONTRACTOR ShatPTo: 5. �EE DETAIL 6/S2.0 FOR TYPICAL SLAB CONTRACTION JOINT DETAIL. IS REQUIRED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION. . 6. SEE DETAIL 5/S2.0 FOR TYPICAL FOUNDATION WALL INTERSECTION AND CORNER REINFORCEMENT DETAIL. F�� � i� � � • � I� a 92�6 V A g ine ere'��+,aeee�ple+�so� �' r, ' � r VAg, In.c. Architects �Planners ro�eom�es�ir� v,n oo aiasa.ir� S�. sa. �D�G� � S1 S2.1 ���� mm:�oa�l�.00m Q U 90HeoArbm�Rog�202 o O_� � _ �-: x � 'r r- . i 3 2x10 t��YJ��,�ss�cT�,r�s � 8 �'f;[��U�TING tNCllAktR� 2551 31st STREET S . S2.1 S 1.0 S2.1 BOULDER,co aosoi ` 303-444-9121 � � PROJECT NO 07152 U ��� (j.��� ' � O � $C81 ° --- � O (2) ZX1 O � � � � � \`���\�i1\111111111114////////�j� .�O NN C e �,,� Q --� ¢ �-c' � p �,,. , .� i SEE SHEET S1.0 FOR � 0 0° o � �� �;e�� •,�' �� � LOW ROOF FRAMING N -- N- N (2) 2x10 � 15479 �=� , _ "• ' �'�G�i%�'�' ' O �i'.,",.y�'.`S�ONA��C��:QO�� 4 siM. `:%. o�...�o P\�. � � � - �n— •- `'`/%%1/il�r�p�CO�`\1\���\\\ N N 1 0 S2.1 Q ROOF SHEATHING - x SEE GENERAL NOTES (�) 2x10 � �� o � � x _� � II io CONTRACTOR MUST CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL � � . � ' DRAWINGS AND THE STRUCTURA! DRAWINGS. SIGNIFICANT ASPECTS OF THE Q O BUILDING GEOMETRY MIGHT BE SHOWN ONLY ON THE ARCHITECTURAL DRAWINGS � � o ' "� � U WITHOUT SPECIFIC REFERENCE CN THE STRUCTURAL DRAWINGS. IF A CONFLICT � � '�^ ° - � - EXISTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE CONTRACTOR ' / �:j , ,� `��/ \ \ �./ • O � w _ IS REQUIRED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION. REMOVE EXISTING DORMER �'� � � __ _ -_ _- -_ � •r"� • _ a � .� j� � � �. .� � `�i � Gp�, •!� � V � ` � � � � � � � � _ 2x6 OVERFRAMING - FRAME � REMOVE EXISTING WALL ,�� � � � �� TO NEW RIDGE BEAM AS � � AS NECESSARY FOR ,� 4 ' ` � SHOWN SEE GEN. NOTES NEW WINDOW OPENING �` �' I_____ �j . ,� � , � � � � j � � ,� � � � o � I , ��� Q 1 3/4x1 1 1/4 ML AT 16'� 0. ~ M ELEVATION TO MATCH EXISTING ADJAC AMING 0 REMAIN � o � � � � , ___� � N � � � � � CANTILEVER RIDGE BEA ��i EXIST. RI E BEAM - TAPER END AND EXT�ND ! TO END OF OVERFRAMI�IG ; S1.1 S2.1 � , ` I � --- � o ��: �EXISTING ROOF FRAMING , ! � ,� � �_\ Q � � � i � � � �' � ,�f , , ' � f � ` � f� ' -- —_--_ _.__ TSSIIC D81C8: � 06.20.08 Permit Set , 1 � " �___ _____�___.____�_____.�_______ __�_____ __.__� Sheet T'itle: f ���F ROOF FRAMING PLAIJ � N 1/4�� = 1'-0'� PLAN NOTES: PLAN 1. SEE GENERAL NOTES, SHEET S0.1, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. COLUMNS SUPPORTING RIDGE BEAMS, VALLEY BEAMS AND HIP BEAMS SHALL BE (2) 2X6, UNLESS NOTED OTHERWISE ON PLAN. COLUMNS SUPPORTING LINTELS SHALL BE BUILT-UP KING STUDS AND TRIMMERS. SEE 1/S2.1 FOR ADDITIONAL INFORMATION. 3. PENETRATIONS THROUGH MANUFACTURED LUMBER SHALL CONFORM TO MANUFACTURER'S SPECfFICATIONS. Project 1�,�, � 2�2�,.Qo shat No: S1s1 i e Z006 V A g k•,c arehllaels 1 plemero ± Y STUD WALL � EXTERIOR SHEATHING STUD WALL 48 BAR � FLOOR SHEATHING ATTACH TO PL. AT 1/2'��b x10"+2" ANCHOR DIAMS. " STUD WALL SEE GEN. NOTES TOP OF CONC. WALL �BOLTS AT 32�� O.C. 1/2"�b x10"+2" ANCHOR BOLTS AT 32" O.C. ` AND TO STUDS AS ' a • ' o ' � EXTERIOR SHEATHING PER GEN. NOTES SLAB ON GRADE � e • ' - a � ATTACH TO PL. AT T.O. PLYWOOD EL. STONE VENEER - v ' - ' �-SEE PLAN BOTH SIDES , � TOP OF CONC. WALL -SEE ARCH. SHELF ANGLE - SEE CONC. WALL ' AND TO STUDS AS 1 1/S2.0 - SEE ARCH. T.O. SLAB EL. - HORIZ. WALL T.O. SLAB EL. VARIES -SEE PLAN ' PROVIDE DOWELS o ¢ vi REINF. PER GEN. NOTES DWGS. FOR LOCATIONS, �T.O. WALL EL. T.O. SLAB EL. � EXTENTS AND ELEVATION ° -SEE PLAN T.O. WALL EL. ��� � ' ' . SAME SIZE AND • ' 0° a - • • ' ' • -SEE PLAN \ � ° -SEE PLAN = 6 BELOW .,4. ° / �� � SPACING AS HORIZ. BARS . � � �� T.O. WALL EL. � o FLOOR J01 STS �T.O. SLAB EL. s 'a \�%'��j\�j� -SEE PLAN �'.������������ a a p ������\ T.O. SLAB �j/ • \�j\�\ • SEE PLAN SEE PLAN \\�\\�j� ��j\��j\�j/\ a �//j//j\/ �// Q � \\\/ . STUD WALL �//j//%//j e a �f\� � ���\ a \�j\�j�� Qa ,�� INT S CTION VAg� ■ ��Cs 1/2"� x1 O"+2�' ANCHOR \/��j��j� e �\ �� �� � , a ���/�� BOND BREAK AT TOP OF WALL 48 BAR ���� ���� SHELF ANGLE - SEE BOLTS AT 32 O.C. � �� �� a 1/2 PRE-MOLDED FILLER ° e a a �om��ir� � � CONCRETE WALL - DIAMS. v.n oo ai�as.ir�t 1 1/S2.0 - SEE ARCH. '����j a ' �Q � SEE 1/S2.0 a . �9ay,� DWGS. FOR LOCATIONS, CONCRETE WALL - SEE FOR REINFORCEMENT . � EXTENTS AND ELEVATION 1/2" PRE-MOLDED FILLER SEE 1/S2.0 8 ° CONCRETE WALL P�N o � _ w . ' v �n;���'�� SLAB ON GRADE SEE FOR REINFORCEMENT -SEE 1 S2.0 o y����� T.O. WALL EL. -SEE PLAN PLAN FOR REINFORCEMENT � -SEE PLAN . � �. SEE PLAN , AT SIM. CONDITION, OMIT STONE m ¢ �_ WALL REINFORCING ,, � o . PROVIDE CORNER BARS i,�\// //�j/�j/� v T.O. SLAB EL. ` SAME SIZE AND SPACING ! ` /���������� e . . -SEE PLAN 2 FOUNDATION WALL SECTION 3 FOUNDATION WALL SECTION 4 WALL SECTION AS HORIZONTAL BARS I�AL7R& ASS(��I.�T�� t �;�hULTING hNC,IAlhKS �/ / ' ' " ' " » > �� CONCRETE • 2551 31st STREET \������ . �\�������� S1.0 S2.0 3/4 = 1 -0 S1.0 S2.0 3/4 = 1 -0 S1.0 S2.0 3/4" = 1'-0" WALL BOULDER,CO 80301 � /� /� 303-444-9121 M �� , . /�j�j�� NOTE: SEE ARCH. DWGS. FOR C 0 R N E R PROJECT NO 07152 s° DOWELS SAME . �� ���� EXTENT OF STONE SIZE & SPACING AS . - v ����� �� FULL HEIGHT BARS #4 AT 18 O.C. VERT. STUD WALL 5 WALL SECTION S°� - LAP WITH FULL . CENTERED IN WALL ' � 3" STONE S1.0 S2.0 3/4" = 1'-0" \\���,�����i��llilillillli/��/!/i EI GH T B ARS. v ���� NN C eq �i�� 2-#5 TOP & BOT. \��� �p.e�.... ,•.Uq % #4 CONTINUOUS ' SHELF ANGLE - SEE SOLID BLOCKING � ; P Fo . e � • ', � FLOOR SHEATHING -°�' 15479 �=�= . � EXISTING WALL AND NEW FOOTING EXISTING CONCRETE WALL 11/S2.0 - SEE ARCH. _ o �� _ ••, DWGS. FOR LOCATIONS, -SEE PLAN '' . � �I�`'� b � ' EXTENTS AND ELEVATION 1/2"b x10"+2" ANCHOR °,��'.,�ONA���;:p �� . � , • oo EXISTING CONT. CONCRETE FOOTING T.O. WALL EL. T.O. SHEATHING t STUD WALL BOLTS AT 32" O.C. �i%,.��pFC�`pQ.P���� ,rfromaosm���� v ^ -StE PLAN � � EL. -SEE PLAN 1 2" PRE- B.O. FOOTING EL. � FLOOR SHEATHING � ' �SEE PLAN ' SEE �/ � ��� �. i -SEE PLAN MOLDED FILLER EQ. PI.AN EQ. BACKFILL AFTER FOOTING �/��� � � . i . i „ � SEE PLAN !-- °d - ' INSTALLATION IS COMPLETE \/�� \ a FLOOR FRAMING 3 STONE C�EE PLAN � FOUNDATION WALL SECTION _ �! � � ��i, R -SEE PLAN T.o. SLAB j „ , „ +�i��i � N 6" . ' ' 3/4" SOLID BLOCKING � ° SEE PLAN S1.0 S2.0 3/4 = 1 -0 NEW FOOTING TO POUR TIGHT TO _I I I-� � �� w EMBED. BETWEEN JOISTS '� I NOTE: JOISTS SHOWN PERPENDICULAR TO UNDERSIDE OF EXISTING FOOTING z �\/FOUNDATION WALL - SEE o FOUNDATION WALL. WHERE JOISTS ARE � �-�!�) A ' � � � �� �� �� _ �--��,- ° � CONCRETE WALL �� b ML LEDGER -SEE PLAN � ° � � � V PARALLEL TO WALL, BLOCK SOLID BETWEEN I ( } i -` ° /�/�/�/�_� � � � -SEE 1/S2.0 ' a W�1�2'�� HILTI "KWIK � FLOOR FRAMING REINFORCING 1�S2.0 FOR w • FIRST TWO FLOOR JOISTS AT 16�� O.C. --I I 1---I ( - - � � � �� I ��V w BOLT II EXPANSION -SEE PLAN � • O � . -NAIL FLOOR SHEATHING TO FLOOR _� � �T , y a �' a a,, e T� -- o FOR ADDITIONAL ' BOLTS AT 24" O.C. �• • �� � = a ' ' � INFORMATION (2) #5 TOP & BOT. - JOISTS AND TO BLOCKING ° ' �° w Z ' ' � -USE SIMPSON "IUS�� � • � �"i-`I ,°� d � a � • • ° �'� !°`� � vwi J ► SERIES JOIST HANGER W�HILTI HIT HY150 � � C;_ a ' __ � � �� �� � p � INJECTION SYSTEM � � -I � �- � a - ► \\j\\j\\� . � � ,� --�- - � -� � �- _ ;� � I �I �- _j ^ � �//�// �� � � ' I___-I I i�I f=^f � I-�I ! I�� I��=I � ' ,. � � SEE � EQ. 8 EQ. v � �� SLAB REINF. - SEE PLAN SEE PLAN FOR FOOTING � � �--� � �--�� � �--� t �---� � i--•--� 1 1/2 PLAN SEE PLAN � � 4,� � � SLAB ON GRADE r''1 8 SAW CUT _ REINFORCING � V , CUT ALTERNATE BARS CL. � - SEE PLAN \ AT JOINT �OCATION NEW FOOTING - SEE PLAN $ � FO U N DATI O N WALL S ECTI O N a � . a SEE PLAN 9 FOUNDATION WALL SECTION � � . . • . . • . ' S1.0 S2.0 3/4 = 1 -0 S1.0 S2.0 NOTE: LEDGER NOT SHOWN FOR CLARITY 3/4" = 1'-0" � � � • � � . PAD FOOTING SECTION SEE G.N. FOR NAILING REQUIREMENTS � � ' � ' ' ' ' ' ' � 7 , - , ' v . • < • � . ' o • � ~ (� e • . - e . - . . � , - . S1.0 S2.0 3/4" = 1'-0" - � � , . . . �"' � � � � � - �-�� - - ���� . � � ��II�I�;� mII����II���� � WOOD COL. � � ` -SEE PLAN � s SLAB CONTRACTION JOINT CP.ST-IN-PLACE S1,0 S2.0 LOCATE JOINTS AT ALL RE-ENTRANT 1" = 1'-0" CONC. SLAB ON WOOD SIMPSON "LCB" CORNERS AND AS REQUIRED TO SHEATHING - SEE PLAN COLUMN BASE BOUND AN AREA NO GREATER THAN GRADE EL. - 200 SQUARE FEET. � �� � a ° a ����� -� SEE ARCH. DWGS. -- - - -- - --- - - ::�x:�n�r _ a , . � Q,��STONE VENEER SEE ARCH. DWGS. STONE VENEER - SEE ARCH. \ �� T g _ ��\� ���: = t�hr;� DWGS. FOR LOCATION OF Q ; �"`°` STONE a '�x;���=: � �;�:.,���� SHEATHING - SEE --�- z 0 JOISTS - SEE PLAN ` GENERAL NOTES N #3 TIES AT 8" O.C. Q ° � � Q CONT. RIM JOIST I ��''9�' � a (4) - #5 VERT. ° ,%�^;��`°� CONCRETE WALL � 1 1/2�� ---� � ;.,,'���5,�:, 2x6 STUD WALL .�°r��; 1/2"� HILTI "KWIK TYP� a 4 (3) - #4 EA. WAY � BOLT EXPANSION BOLT __4_ CONC. FOUNDATION - �'' FINISH GRADE - AT 6" FROM EACH END ° �'y`'� OF ANGLE AND AT 3'-0" � SEE ARCH. DWGS. w z SEE 1/2.0 FOR REINF. I ,F;,,;���` MAX SPACING w ¢ ' ;:aY��,,' - z SHELF ANGLE B.O.F. EL. � J � J � a Aa r,�<<< � � - L5x5x3/8 - -SEE PLAN , .\ �;%�` ' q .�z, `/,�. /\ � » C 0 NT. U N D E R _ Issue Dates: � STO N E � � � 5 � ° � EQ. 12"x12" EQ. � EM BEDM EN T ' , 06.20.08 P�mit Set � 1'-0" � SEE PLAN � � � � o BACK DECK DET,�IL � � SHELF ANGLE DETAIL 12 TYPICAL PILASTER DETAIL , ' S1.0 S2.0 3/4" = 1'-0" S1.0 S2.0 SHELF ANGLE TO BE HOT-DIPPED 1 1/2" �= 1'-0" 51.0 S2.0 3/4"� = 1'-0�� ' GALVAN I Z ED. s���: � . FOUNDATION I�ET��II.,S Projc.,�ido: 2�22.00 . „ ss�«x�ro: . 2 � . �e T0�6 V A g Ine e�ehitscts s piamar� � � (2) 1 3/4"x9 1/4" TIMBERSTRAND _ LINTEL —TYPICAL UNLESS NOTED OTHERWISE ON PLAN - - DOUBLE 2x6 TOP • BLOCKING AS REQ�D PLATE — CONT. i i SEE ARCH. —�'u__� i i , _ DWGS. i i i , iii i c� ��i (2) 2x6 KING STUD ? �i i + 2) 2x6 TRIMMER �? NOTE: WHERE ��i TRIMMERS ((4 2x6 TOTAL) TYP. p T� � WALL OPENINGS i i i SHOWN SHADED O �J V ■ ��C. � � ARE ADJACENT, i i i UNLESSNNOT�EDLO HER— 5�J G' 2x NAILER RIPPED TO BEAM FLOOR SHEATHING �� � = USE TRIPLE � �� c� `� SEE GENERAL NOTES Ai�ClilteCl� &Plana��ls o � i i i ROUGH OPENING WISE ON PLAN THUS : � �� FLANGE WIDTH PLUS 1/2" FOR �- 1/4 OVERHANG ON BOTH SIDES. - � � � KING STUDS i i i �-� � �� WOOD BEAM — �amo,s�ir� _ � U.N.O. ON PLAN � �� i '� SEE PLAN AND �� ��II v.a w ai�a.ir� c� � i i i � ATTACH NAILER TO BEAM W/HILTI 2x NAILER � �� � i i i `F- �� �� SCHEDULE BELOW �, iI� ��� SILL PLATE X—DNI POWDER—ACTUATED �; ¢ i i i + —SEE 8/S2.0 I I�I �, � �, �c�s�.si� w i�i FASTENERS C� 8 O.C. STAGGERED � MAIN BEAM — ii ii� �;�� W FLOOR SHEATHING — ACROSS WEB SEE PLAN !� �� � --n---1 1 t i� i i i SEE GENERAL NOTES _ � � �� w.�.00 aino i i i i i FULL HEIGHT STUDS TOP OF ` I� Iill - TYPICAL PLYWOOD i i i i i � SIMPSON HANGER - � �,� i i i i i ELEVATION STEEL BEAM I , SIDE BEAM - SEE � � i i i 2x6 SOLE PLATE SEE ARCH. -SEE PLAN SEE SCHEDULE BELOW SCHEDULE BELOW t�AiJR&ASS(�C:I.ATFS � C�:t�'+ULTINC� L'NC,ITkl1:� i i i i i 3/4" FLOOR SHEATHING I '' SCHEDULE 2551 31st STREET I ' I'I BOULDER,CO 80301 � BEAM SIMPSON HANGER PROJECT N0107152 FLOOR BEAM — � 2x10 LUS210 CRIPPLES AS REQ�D �FLOOR FRAMING NOT SEE PLAN FLOOR JOIST — SIMPSON "ITT" , SHOWN — SEE PLAN SEE PLAN SERIES JOIST HANGER , (2) 2x10 LUS210-2 s� NOTE : FRAMING AT DOOR SIMPSON "ITT" SERIES (1) 1 3/4 x 11 7/8 ML HUS1.81/10 ��,�`O;9iel���II//j��� JOIST HANGER � . \ O��11� C �l�� / OPENINGS SIMILAR. ,����� O��• ••e.G �� � : P o:, �� � LINTEL FRAMING DETAIL 2 JOIST TO STEEL BEAM CONN . 3 WOOD BEAM TO STEEL BEAM CONNECTION 4 WOOD BM . TO WOOD B �I . CONN . � • - _�. 1547 �=�-= S1.0 S2.1 NOTES : 1 2" = 1'-0" S1.0 S2.1 3/4" = 1'-0" S1.0 S2.1 3/4" = 1'-0" S1.0 S2.1 NOTE : SOME BEAMS MAY BE SLOPED. 3/4" = 1'-0" _ � ��'= ; / NOTE: BEAM BOTH SIDES SOME CASES ����L%�,: � 1. LINTEL TO BEAR FULL WIDTH AND DEPTH OF TRIMMERS :�;,y'•.,;oNA��;;.•p��: AS SHOWN - TYPICAL. 2. LINTEL MAY BE PACKED OUT TO FULL WIDTH OF WALL AT '�f�����fr,oFCO���P\��� CONTRACTOR�S OPTION, GLUE AND NAIL SOLID. "=rFiAlllilll\����� COLUMN ABOVE I �' I SOME CASES I � -SEE PLAN--� � � COLUMN ABOVE STEEL BEAM � � END OF BEAM -SEE PLAN i I - SEE PLAN - SEE PLAN � � � '"� O � w T.O. STEEL EL. � , � � � - -SEE PLAN NOTES . '� � ` ROOF TRUSS OR JOIST � w �' 1 1/2'� T.O. PLYWOOD EL. 3 16 np, -SEE ARCH. ; SEE PLAN � � � � ' HURRICANE TIE � � n � SOLID BLOCKING BETWEEN AT EACH ROOF � ; COLUMN ABOVE AND JOIST OR TRUSS - � CAP PL. - 1/2"xBEAM ' COLUMN BELOW -BLOCKING USE SIMPSON H3 •' WIDTH W/(4) 3/4"b BOLTS WIDTH TO TRANSFER FULL ANCHOR AT JOIST - P� _ � STEEL BEAM 3/16 FLOOR JOISTS COLUMN BEARING DESIGN BY TRUSS �'��'� °�=�+ TO BEAM FLANGE -SEE PLAN -SEE PLAN � ENGINEER AT TRUSS � STEEL COLUMN - SEE PLAN . CONDITION � Q - SEE 10/S2.1 FOR COL. COLUMN BELOW NAILING PER IBC STUD WALL Cr'� BASE CONN. - SEE PLAN OR BEAM � � N -SEE PLAN � � �' �`— F�1 � N 5 BEAM TO BEAM CONNECTION 6 BEAM TO COLUMN CONN . � COLUMN � EARING DETAIL $ JOIST CONN . DETAIL � �" � 1" = 1'-0" S1.0 S2.1 1'� = 1'-0" S1.0 S2.1 " ' " S1.0 S2.1 1" = 1'-0" S1.0 S2.1 3/4 = 1 -0 ' CONT. WOOD NAILER — ATT'ACH TO BEAM ° Y�� BLOCKOUT SOLID FLANGE W/POWDER R��� FUL� LENGTH OF ACTUATED FASTENERS Q BEAM EACH SIDE AT 12" O.C. — RAFTER — SEE PLAN OF WEB — ATi"ACH STAGGERED 0 W/1/2"�D THRU � ' SIMPSON H SERIES HURRICANE BOLTS AT 16° O.C. RAF-fER — SEE PLAN ; TIE AT EACH/ RAFTER PER STAGGERED TOP MANUF. RECOMMENDATIONS AND BOTTOM SIMPSON HU11 JOIST 1/2"� HILTI ' HANGER — TYP. KWIK—BOLT II � COLUMN & WALL NEW JOIST — SEE ,� » EXI�S3jNG 3/4x11B 7/8 PLAN � WITH 4 3/4" � EMBED. INTO STEEL COLUMN MICROLAM SIMPSON HU11F' CONCRETE. _ —SEE PLAN (2 REQ�D EA. 3 �/Z" � EXISTING JOIST HANGER BASE PLATE) �- � � � CONC. FOUNDATION WALL ' � COL. & BASE PLATE �� ' � '' . '• � � ' �D�' O RIDGE BEAM - SEE PLAN - RIDGE BEAM - SEE PLAN ' ' � ` • ° \ . '.�' � � �i �• ��' . .�.�8�Clallt.S� STUD WALL ' ' ' "° � �' ' \ M 3/4" BASE PLATE � ' ALTERNATE "A" — WOOD BEAM ALTERNATE "B" — STEEL BEAM SHRINK G OUT 3/16 9 RIDGE BEAM SECTION 9A RIDGE BEAM SECTION � o COLUMN BASE DETAIL 11 JOIST TO EXISTING �EAM CONN . 5���" — 1 0 S1.1 S2.1 3/4" = 1'-0" S1.0 S2.1 3/4,� _ �'-0" • S1.1 S2.1 3/4" = 1'-0" G S1.1 S2.1 3�4" _ ,_ „ ` I�ETAII.S i ��No: 0722.(}0 a s�xo: � �� � ii e 9� V A g Me erchttoat� ;plar�.�r� �� _ �z r , � v 4, , F �. � \ � ', . , . �,, ' � „ .. � ' , ,i� ° � ?€ = 1 � �� � � � �� �r � �p �t - � � 4 � Ik a 3t r� ; � . `� jr} � y ' .'�� � VAg, Inc. 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O � � � I � I � �� �I I �.,Y� O � � O , J p.,,.< ', ' � � ; `�� �' �,�� N a ���� � , � _ � � ,,_ � �� �'� � �� N � I � \ �� �� �� �; ' �.��� \ — �- ,�,.�. \ I \ � � �� m� m� � I E ,.� � � ' ` I I D� D A I """'"°"`� V � NEU1 DEGK � z m = — _�m =— �.'�� � 8� �o ' I I �I I / ��� K�"�` Revisions: . � ��__ __ � � . / � 0 I �� 8�� NEUJ DECK / � I / �_�y�� � • v � � � � � "�,,, 0 � � ��� I \� / ���� ��;�� • , ,- ,_ . / ��`,°� � � � I / I � � I ��� � , �� � \ 8�t��t / / � ��4� z �� �` ( � � � � / W l � � � 4-�4 I \ � �, W � � �/ � Issue Dates: • � � �� � \ i � /� � ' " 10.12.07: Schematic Desig I � ' �s � \ ��� � "C" 10.30.07: 50%DD/DRB � � �� � , /� � "D" 12.05.07: TOV Review �— • • • � � • • • • • , • • ,� • • • • �— • �S , / "E" 02.25.08: TOV Request \ ���� C�� J�� "G" 04.04.08: Rvsd. Calcs � 8��2 -p � /_" — — — _ _�i /� G�� I� , Sheet Title: ���� � J � r � � Combined � _�- �-/ J � , . 8�-� Site Plan Project N�: - 2722.00 COl"r�3 IN�l� S I�'� fi�L.,4N _ � ,�� _ ,� _��� Sheet No: L1 .0 �2007 VAg Ina Archrtwb�Flannwa � � r . �m �, .� � . � \� I ' � � Town of Vail, County of Eagle, State of Colorado o S,� � ���q��tic i \ ��Fl��S�q � / ~ �Tp��'� LEGEND ��\ � � �`QQ qti ,��t� �`,� � \ �`2s��F` , ��1, CONIFEROUS TREE �\ � \ �� DECIDUOUS TREE FOUND 5/8" IRON ROD & � I �' \ � 1 5" ALUN CAP, PLS 9337 � »jl ���� �lf � � LEGAL DESCRIPTION � UTILITY POLE '��` � � � \ � �. EDGE OF ASPHALT Lots H, I and J, THE VILLAGE ON BIGHORN CREEK, FILING NO 2, the plat of which a� was recorded March 1, 1993 in Book 602, Page 835, as Document No 498922 in E— GUY WIRE ANCHOR '�`1 � � the Office of the Clerk and Recorder, County af Eagle, State of Colorado. �.°�� ti \` �.A s0 SANITARY SEWER MANHOLE i �1 �`�, �� NOTES• C' // '�� \ ✓ � � � � `� SANITARY SEWER CLEANOUT S 1) Survey Date• September 12, 2007. / `ti, �Q , s � \ � -'' � %/�° / 8 S � 3' � �' 2) This Survey does not constitute a boundary survey nor any investigation into ' � � TELEPHONE PEDESTAL '� � � � record easements or encumbrances associated with this property. Record r� �s // ��p•, cn �. � ` OO ELECTRIC MANHOLE f i(� � - �\ c� ° 1 � s0 easements and rights—of—way shown for this Topographic Survey were derived / %�\ � � � � from the Final Plat, THE VILLAGE ON BIGHORN CREEK, FILING NO 2 �f�� � oE OVERHEAD ELECTRIC %� \� � � � � � J'� \ ��\�� / J,\ / \� %��`�� �� � �i�� �»� °,� � � �J 3) ELEVATION DATUM: The sanitary sever manhole near the northwesterl corner , ! � � y � � of this site with an assumed rim elevation of 8446.26, as shown hereon. � SPRINKLER BOX �1 ROOF OVERHANG �� �� ` � � ��i,, � �"�� —���� �' ,� � (TYP) / �� � i�� % � 'i�` � 4 O CURB STOP (WATER VALVE) '`� �r ��� �' �� ���� � dv � � � EDGE OF CONCRETE 4) CONTOUR INTERVAL: 2—foot. 4 �° .: ���� �j/ \� l '� ` d �h� � 5) Utilities are shown approximately and should be field verified prior to MQ UNKNOWN INLET �oT¢ ( ��/ 1 a;�y �v ..� excavation. °�°-.:;-,,.,' B/GHORN SUBD/li/S/ON � I � / a �3 � ""' TH/RD ADD/T/ON ��L � �� FINISH FLOOR ^�`�' / 4 4 O� � 2–W�TER SHUT // ELEV = 8448 8 � � OFF �VALVES ~ 6) Marcin Engineering LLC does not warrant or certify to the integrity of any � I / O � CONCRETE 1 D ig i t a l D a t a s upp lie d in con�unction with this map and survey ' �r / f � � � � ; �j s � D��� ° DRIVE L} a I 9 � ; � � ��/ �� PAVER � � � � 'A��� f`� �f� � 7) STREET ADDRESS (Posted)• 4220 (Unit I) and 4230 (Unit H) � � � ��,� � /� � � DRIVE � � 4 ,1� � � �` / � `O '` oa.r � P 8) This property is subject to Declarations of Protective Covenants recorded in 1 �`b / � U N I T I �o�� / �� � ,`� � I Book 602, at Page 836 in the Office of the Clerk and Recorder, County of Eagle, / ��„ /�� Q � � �,� � � State of Colorado. / '� ' ', 2 S TO R Y � ,,,'-- �' ' . °�� �° �,o �� � 'o � `��' " ' �/� STUCC� FRAME /� � p LOT J � � �� � o � �, 9) This is not a monumented survey, Land Survey Plat, or Improvement Survey � � � � � � � � plat No boundary resolution was performed in making this survey All lot lines, F� - r , �v � �� //�/ DWELLING W �� �`o� COMMON AREA � � � �\ setback Imes, and easement lines shown hereon should be considered _ _ -_ � � � � /�/ / � � 1200 sq. ft � � / .,� approximate and should not be relied upon for the placement of any future � ;� f ���\ \� BASEMENT / � ti _ (Per Plat) , , �;, r / �� improvements , o� ��' / / ,`�' S3, d -. ��_ / � l^�� k i�� 4220 ,��`� i � �83 4 ° � �, `� � J, � � � � �sQ, �i� �i � Q o•�� Q � a o �� �\ ��� �� � , � � � �j/ 8°' �� r� ��`� 3� p�'` � �� I I, William G Yetzer, a Professional Land Surveyor in the State of Colorado, J � � ° •O0, �� l � � / hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my ��s' , �/ \� '�� � ° d � � `f `�� �l dracticesusedvi nion, and that it was performed using the standard care and ��_ S l �s � \ r �i\ ��. � p the area at the time of the survey The Notes hereon are a + FT� l /� �' oo � ` � � part of this certification. q o G'� � I � � �+� � y>o� / � ` ROCK WALL / o � \\,`\\\ ����ti�a n�9ii i������- � � � °``� � � ` � �\ � � � � � �c9� 's `�� � � / � \ � `,�� ' ,�1�''%, � � ' � �' � . _ . ►� / � --����� FIREPLACE � � � � // ��ocFS � f i\� �1r //`' � ' '�� : � j / �� CANTILEVER � � / � c� �q � � ��%�� / '���` F �'� � �.� � -- — / � ��� ��iIMNE,Y �`�`9e � � � a � � e f�oe 349� � ; FOUND 5/8" IRON ROD�$c� � /�' f � %���� '.� � � � ��� � � _ �, ' ` .� � :���..R�`•.,��,,������C= ''°,. � Q� �\ � �'i- et' `•.,,, •2��� � �.5" ALUM c,4P, PLS 9337 �.\ \ / ` � � � LOr I i % � O � / � �000 � ,�. o�d, William G Yetzer PLS 34989 ���`��rs`o�VAL�LAN��,�`�� ; �.� a� � � �, \ 6435 SCj. ft co �v �� j� '� 'OO,Q \\\ � � h �S� Colorado Professional <<irri�i�«««��������` � '� \ � (Per Plat) �`�t- p , U N I T H F �i,�,� �8 �'ti rp '�`ti Land Surveyor ` ~8Q �j . '`� / ��� s'y� �� � U` � p \�� ��'. ( �� �� 2 STORY � BROO,p � R0�9F OVERHANG - o �` � � ` � � �i STUCCO/FRAME � � 69 (rYP) � � � \ �� � D WELLI N G W/ ,� ` o� ; \ � ���\ < BASEMENT LOTSF& G � > S�Q ' � � at' ' ` / �\�s� 4230 �`� / CHIMNEY ,. �� � � � � �o �� � \ ��� CANTILEVER � � � � � � � s3• \ � � \ °Fc� � � / �,w�" U � ���o•� � i�`� �� \ �� � � � �0`�8°" �, MAY 0'7 1008 �L �.. � � oF oo � // � � — _ � � ` \ �,� �\ �� ,, � ��� 3 � — = � \ ��i i ,�'�° TOWN OF VAIL � %�� � ,�� \ � ,� 9• ,�� 30' STREAM I � � � \ � � �. � \`f CORRID�R �'��(v� \ � ` � �1f� ��� �>>� ,��o � LOT H \ \� '"� � � �' ����Gy� �`� �' � 4675 sq. ft � `` � _ _ � � ,,�°c GRAPHIC SCALE � � ��, � (Per Piat) � � � -,o a 5 ,a 20 40 ,�.�� �� � \� ` O 6' 2� � t _�`�, �� �Q� � �`� 9�� ,A�\ ,- '�� \ ���, \ � �0,,._. .._.- — � /c� ( IN FEET ) \ 1 inch = 10 ft �'�'�, \� epce �F �'q TeR r �f - �� � � � �` ��� ---�— —�—��' ^ � � , -- — TOPOGRAPHIC SURVEY MAP ` �FLOW LINE pF LOTS H, I 8v J, THE VILLAGE ON ''`' � �A�THI DS A TE � i BIGHORN CREEK, FILING NO.z MARCIN ENGINEERING LLC � � o� wP,��R �� Town of Vail, County of Eagle, State of Colorado E�G� � P.O. Box 1062 NOTICE According to Colorado law you MUST commence any legal ��, 09/14/07 AVON CO 81620 action based upon any defect in this survey within three years � ORAWN BY. P wy DA TE � after you first discovered such defect In no event, may any � � �970� 7�—�274 . action based upon any defect in this survey be commenced more CHECKED BY wGY ORAW/NG NO 07113TOP0 g70 748-9� � than ten years from the date of certification shown hereon. � ) 21 FAX ✓OB NO• O7��`3 SHEET � OF � � /� . e.e-� �.Fp�rn?.n-r�Yay..� -. r - , � \ ., i \� •, i. � ^ _ ��( � h' � vAg, In c. ����. ����� �.�� �� ���� �� �� � � � � � �:��� � ._._ �.. _....�. ._.,. _ ..._.�. � � ` , � � 90 Haaetimet Bad�10Z ` � Ger[etl Catnet�r De�e1Me: � — � �r �`�p�r "'`�c�' �, � � rro.�.� �► � ��� ` '�► � , cy.i��: ,.� , � �� . , N�W �IGN�i�1G, _ 4 � � -` `' � � 970.999.9999 ?�� � �� ��� � �`� � a�e c....mc �.....�._. _ ��._.._ .. ... � � _ � � �._.,._...._.._.. .._ • — } , , ` , . , :.�-�_ bOWN�I GN�SJ 5�� Cu�" SN��� ��� �.�.� � � �� �' � `� � r �—..._,.,, �` � `� � � i ` � � ` �. , `� �, � � -AL� �X 15�I�1 G �I G N�'I�I G �'� ��MAl f� �� r � � , `� �, �, '� . , � � � � jQjQ > � � �-~ � � 1 '"'� . 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