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TRIA�NC DIA. � -�„;_��-° ,•�°'°•�o�:-- �' - YERIFY TOPOCx�.4PNY .NrOEMATIOiv S�{O;uT�I ON TNIS SITE PLAN UJITH EXISTINCs CONDITIONS FOR � - - - - ACGURACY. ; I � �:� _ � ;% �� ���� Pi �i�1 I >c3, -d b-. ` " � . f2�FEi2 �^ SHEET fi, �.� �OR GENERAL NOTES. � . , � ,, � � � �lo+�T � ��,,,,,�,���i�,��,...�- - � 3. REFER TO STRUGTURAL FOf2 ALL RETAININ's I�AL;_9. `�= ���t� ' 4. Rt�tR TO LANDSCAPE DR4WINCsS FOR PAVINCs MATERIAL ANp FRn�n�^n �/FrCTnTlnn � � ' ' r __\ r- r ���1� � � � �� . �� � � � � � j °� / _: /�� fi� I � � �' I, f� ix, i �OORDINA � E IRRICsATION SLEEvES PRIOR 1'O PAvINCs INSTALLATION. �, , � - ; , , � ' � � , -_, �;_" � ! O ' E 1' TJ NAVE 3 DIFFER�N? ZONES: =T->—� ,�`_ INDICATES DECIDUOUS TREE AND APPROX. TRUNC DIA. -----t- �� I � � `� � ``_ r � � � �. 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HORIZ, BLOGKINCs AS REQUIRED. MI 2x4 WIREBRUSHED CEDAR Ti21M P2 GOLOR.ADO BUFF SANDSTONE ON GONGRETE MAX. ON �" TiCs PLYWOOD, GLUED AND NAILED TO �1,13 4" _6 " NOMINAL STONE VENEER ON WI/U12 I"12 2x6 WIREBRUSI-IED CEDAR TRIM P.C.-A.t.A . SLAB ON GRQDE WITH SNOWI`IELT SYSTEM ON WOOD JOISTS 4 CsRQVEL �ILL ON COMPAGTED SUSCsRADE W4 BOARD t SATTEN SIDINCx ON W2 M3 3x8 WIREBRUSHED GEDAR TRII"1 P3 SAND SET COLORADO BUFF SANDSTONE ON F6 TILE ON I I/2 " CsTPGRETE ON REINFORGED GEILINC3S M4 4x12 WIREBRUSHED GEDAR TRIM 4 " GOMPAGTED ROAD BASE WITI-! SNOWMELT CONCRETE SLAS ON 4 " CsR4VEL FILL ON M5 3x10 WIREBRUSHED CEDAR TRIM I` SYSTEM ON GOI'1FAGTED SUBCsR4DE GOMPAGTED SUSCzR4DE GI Ixb T <Cs CEDAR SOFFIT BOARDS M6 4x6 RS. GEDAR OUTRICsCsER P4 BUFF SANDSTONE ON SETTINCs BED ON W.P. F� TILE ON I 1/2 " CsYPGRETE ON 3/4 " TICz PLYWOOD, R �S M� Sxl2 RS. OUTRICsCsER MEMBRANE ON 2 " LiCsI�TWEICsHT GONGRETE CsLUPD AND NAILED TO U100D JOISTS. RI GLASS B FIRE - RQTED MEDIUM GEDA}2 SHAKES - 1"�8 4 " TFIK. STONE SILL ARCHITECTURE, CSLOPE TO DR41N) WIT1� SNOUIMELT ON W.P. STAGCsER�D PATTERN - INTERWOVEN WITH 3�" FELTS 1`19 8" THK STONE LINtEL pLANNING, INTERIORS MEMBRANE ON PLYWOOD ON FR4MING FS CARPET AND PAD ON I I/2 " CsYPGRETE ON ON W.P. MEMBRANE ON }" CDX PLYWD. SNEATHING ON 1"110 SNOW FENCE P5 2x6 WOOD DEGKING REINFOf2GED GONCRETE SLAB ON 4" CsR.4VEL FILL 3 " (�OL7150GYANUR4TE INSULATION ON TYPE 3(D" Mll GOPPER GUTTER AND DOWNSPOUT ON GOMPAGTED SUBCsRADE WITN HEAT GABLE FELT ON �" CDX PLYWD. SuEATHINC= ON uJOOD Main Office : Eagle-Vail � OO PR,QMINGs WITH R- 38 UNFAGED BATT INSULATION ON 6 M12 PERIMETER DRAINAGE S7S7EM 101 Fagle Road - Building 6 Fl REINFORGED GONGRETE SLAB ON �F" CsRAVEL F9 GARPET AND PAD ON I I/2 " CsYPGRETE ON 3/4" TtCs MI3 6x8 RS. BRACKET Avon, CO 81620 PLYUIOOD, CsLUEp AND NAILED TO UJOOD JOISTS. MIL POLYETHYLENE vAPOR BARRIFR FILL ON GOMPACTED SUBCsR4DE. SEAL AT BASES Ml4 8x10 fi2S. BRAGKET Tel: 970.476.4433 EXPOSED LOCATIONS Ml5 4x8 RS. CEDAR OUTRIGCsER Fax: 970.476.4608 F2 REINFORGED GONGRETE SLAB ON �" TtCs BI T.B.D. BY INTERIORS M�(� Sxl4 R.S. GEDAR BEAM PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. W�� G �� MI� 24" TOWEL BAR Denver Office F3 STONP ON I I/2 " CsYPCRETE ON REINFORCED WI DR41NACsE BOARU ON 2 " RICsID INSULATION CRI GUSTOM PROFILED CROWN MOLD, T,B.D. BY INTERIORS M18 IS" TOWEL BAR i 1617 Wazee Street, Suire C2 GONGRETE SLAB ON 4" CsRAVEL FILL ON ON FOUNDA? ION WATERPROOFING ON C,C�51NCx M19 TOWEL RING Denver, CO 80202 COMPACTED SUEsCsRADE CAST - IN-PLAGE GONGRETE FO�NpATION T.B.D. BY INTERIORS M20 TOILET PAPER HOLDER Tel 303.623 .3355 GSI Fax: 303.623 .2262 � � / I 1 \ � � \ � infoLcu,smarchs.com Iwwwsmarchs.com \ 1 � � I I / S� � � � I \\ y � I � I \ . , �\ � \��-, � , / i \ ; , , ; i , �� �,A / \ i / \ � � � - \ .\ / � , , �� \ 123 -5 - \ I -� � � , i 2'-O" 24'-0° _ 26' 8" 30'-II" 18'-6" ' 9'-4" / \ I � I � � \ ^ _ �� 2" �� I Il' 3 13'-6 / � � [� n � � i i i- - - - - - - - - - - - - - - - � I I I I � II I � � i I - - - ■ 1� - - - - - - �� � � I H Q ; � \ � . 1 � ; � � v� �--� � �- - - - - - - - - -, , PATIO � � I - - - I � �.J - - - � � - - - - � , i� 00 i , O � � '' � , � ' � � � � i �, PA710 I -- �I I � I — � � � I , N � - - - - - - - - - - - - - - - - � — - — _ - � �.� � - �' � � - i i � � � O � � � '� _ , i _ ATIC i _ P „ , � � -- � � a I ` � - - -- �, ! 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SEE STRUG?UR4L CRAIUINCsS FOR ALL RE7AININCs WALL GOLORED CONCRETE BORDER CsYPGRETE WITH 2x SLEEPERS SPAGED AT 16 " O.C. 1-IORIZ. BLOCiGINCs AS REQUIRED. Ml 2x4 WIREBRUSHED CEDAR TRIM 4. IUINDOUIS ARE DIMENSIONED TO GENTERLINES, U.O.N. P2 COLORADO BUFF SANDSTONE ON GONGRETE MAX. ON �" TICs PLYWOOD, GLUED AND NAILEp TO W3 4" -6 " NOMINAL STONE vENEER ON WI/W2 M2 2x6 WIREBRUSHED GEDAR TRIM P.C.-A.I.A. 5. REFER TO SNEET A2.(I� FOR C�RADINCz. SLAB ON CsR4DE WIT}-4 SNOUIMELT SY9TEM ON UIOOD JOISTS 4" GRAVEL FILL ON GOMPAGTED SUBCsRADE lU4 SOARD t BATTEN SIDINCs ON lU2 M3 3x8 WIREBRUSHED CPDAR TRIM 6. ALL INTERIOR DOOR ROUCaN OPENINCs RETURNS t0 BE A MIN. OF 6 " FRO1"I P3 SAND SET COLOR4D0 BUFF SANDSTONE ON F6 1ILE ON I 1/2 " Cs1"PGRETE ON REINFORCEp CEILINCsS M4 dxl2 WIREBRUSNED GEDAR TRIM ADJAC�N7 WALL TO ALLOW FOR WOOD CASINC�, U.ON. 4" GOMPAGTED ROAD BASE WITN SNOWMELT GONGRETE SLAB ON 4" CsRAVEL FILL ON M5 3xlm WIREBRUSHED GEDAR TRIM SYSTEM ON COMPAGtED SUBGR4DE GOMPACTED SUBGR4DE GI Ix6 TeG GEpAR SoFFIT BoARDS M6 4x6 RS. CEDAR oUTRICsGER P4 BUFF SANpSTONE ON SETTING BED ON W.P. F� TILE ON I 1/2 " CsYPCt2ETE ON 3/4 " T <Cs PLYUIOOD, ROOFS M"f Sxl2 R.S. OUTRIGCsER ( MEMBR4NE ON 2 " LICsHTWEICsHT GONGRETE �LUED AND NAILED TO l'JDOD JOIS7S. RI GLASS B FIRE - RATED MEDIUM GEDAR SHAKES - MS 4" TFaK. STONE SILL ARCHITECTURE, CSLOPE TO DR41N) WITH SNOWMELT ON W.P. STACsCsERED PATTE�I - INTERWOVEN WITN 30" FELTS M9 g" TFaK STONE LINTEL pLANNING , INTERIORS MEMBRANE ON PLYWOOD ON FRAMINCs FS CARPET AND PAD ON I I/2 " Cs7PGRETE ON ON W.P. MEMBRANE ON �" GDX PL7WD. SHEATHINCs ON Ml� SNOW FENCE I P5 2x6 WODD DEGKINCs REINFORGED GONGRETE SLAB ON 4" GR.4vEL FILL 3 " POLYISOG7ANUR4TE INSULATION ON TYPE 30' 1"Ill GOPPER GUTTER AND DOUINSPOUT ON GOMPAGTED SUBCsRADE WITH NEAT GABLE Main Office: Ea le-Vail FELT ON �" GDX PLYWD. SHEATHINCs ON UIOOD g � � OO FR4MINCs WITH R-38 UNFAGED BATT IN$ULATION ON 6 M1z PERIMETER DRAINACsE SYSTEM I � p � Eagle Road - Building 6 Fl REINFORGED CONCRETE SLAB ON 4" GRQVEL �`� CARPET AND PAD ON 1 I/2 " CsYPCRETE ON 3/4" TtG MIL POLYETHYLENE VAPOR BARRIER MI3 6x8 RS. BR4GKET Avon, CO 81620 FILL ON GOMPACTED SU8Csf2ADE. SEAL AT PLTWOOD, CsLUED AND NAILED TO WOOD JOISTS. �- MI4 SxlO RS. BRAGKET Tel: 970.476.4433 EXPOSED LOGATIONS MI5 4x8 RS. GEDAR OUTRIGGER Fax: 970.476.4608 F2 REINFORGED GONGRETE SLAB ON �" TtG BI T,BD. BY INTERIORS Ml6 8x14 RS. CEDAR BEAI'1 PL7WOOD, CsLUED AND NAILED TO WOOD JOISTS. ��� � M�� 24 " 7oWEL BAR i Denver Office F3 S70NE ON 1 1/2 " CsYPGRETE ON REINFORGED Wl DRAINACsE BOARD ON 2 " RICsID INSULATION CRI CUSTOM PROFILED GROWN MOLD, T.BD. BY INTERIORS M�g 18" TOWEL BAR 1617 Wazee Street, Suite C2 GONCRETE SLAB ON 4" CsR4VEL FILL ON ON FOUNpATION WATERPROOFING ON M19 TOWEL RINCs Denver, CO 80202 GOMPAGTED SUBCsRADE GAST - IN- PLAGE CONCRETE FOUNDATION C"a'SI� Tel: 303.623 .3355 I GSI T$D. BY INTERIORS M2m TOILET PAPER HOLDER Fax: 303.623 .2262 info@smarchs.com I � www.smarchs.com � _— — / iT' / �KI, ' 1 123'-5" 2 _m�� 24,_0" 26'- 30'-IP� �8�_b° 4 _ � 9�_4�� �` b �-�'a° �3'-�1�� y� ��� ��_3�� 2" 13�_b�� I 0 � DEGIC �� � � 109E10 " � � O ' � e � , � Q � o � � � " � �, � � a� _ _ � _ � � �� — - — p � - 5 � O TD. DECK v DECK � ��� � Im9' - 10" � � -� i i ; = Q � �-1 O � _ � � � i o.s. � � � � I � I -a TYP. - ��, 'a� I'-lya° - p�C�C T.O. 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PLYWOOD SHEATNINCs ON UIOOD FRAMINCs GfiR T.��ER�oRS Segerberg Mayhew SAND IUITI-4 SiJOUJMEL7 S7STEM ON 4" GRAYEL i ! WITH R- 19 6ATT INSULATION ANp 6 MIL �•"� � SG�LLAU��us FILL Ou cO1�IPAGTED SUB�RApE WITH F5 WooD FLOORING ON " PLYWOOD ON I v2 " � & Associates Architects I � POLYETHYLENE v,4POR BARRIER. PROVIDE GOLORED GONGRETE BORDER CsYPGRETE WITN 2x SLEPPERS SPAGED AT 16 " O.G. NORIZ. BLOGKINCs AS REQUIRED. Ml 2x4 WIREBRUSNED GEDAR ?RIM � P.C. -A .I .A. PZ GOLORApO 6UFF SANDSTONE ON GONGRETE MAX. ON �" ? <G PLYWOOp, CsLUED AND NAILED TO W3 4" - 6 " NOMINAL STONE VENEER ON WI/UJ2 M2 2x6 WIREBRUSHED GEDAR TRIM SLAB ON rsRADE WITH SNOWMELT SYSTEM ON WOOD JOISTS W4 BOARD < BATTEN SIDINCs ON UJ2 M3 3x8 WIREBRU51-IED CEDAR TRIM I 4 " CzRAVEL FILL ON GOMPAGTED SUBCsRADE M4 4x12 WIREBRU9HED GEDAR TRIM I I P3 SAND SET COLORADO BUFF SANDS70NE ON F6 TILE ON I I/2 " CsYPGRETE ON REINFORCED GEILINC3S ' 4 " GOMPAC7ED ROAD BASE WITH SNOUIMELT CONCRETE SLAB ON 4" GRAVEL FILL ON M�✓ 3x10 WIREBRUSHED GEDAR TRIM ii __1 SYSTEM ON GOMPAGTED SU6CsRADE GOMPAGTED SUBCsRADE GI lx6 TtCs GEpAR SOFFIT BOARpS M6 4x6 R.S. GEDAR OUTi21CsCsER _ - _ P4 BUFF SANDS70NE ON SETTINCs BED ^N W.P. Fl TILE ON I I/2 " CsYPCRETE ON 3/4" TtG PLYWOOD, ROOFS M7 Sx12 RS. OUTRICsCsER � MEMBRANE ON 2 " LICzHTWEICzHT GONGRETE �sLUED ANp NAILED TO WOOD JOISTS. (Z� GLASS B FIRE - RATED MEDIUM GEDAR SHAKES - MS 4 " THK STONE SILL ' ARCHITECTURE CSLOPE TO DRAIN) WITH 5NOUIMELT ON W.P. STAGCsERED PATTERN - INTERWOVEN WITH 30" FELTS M9 g" THK STONE LINTEL PLANNING, INTERIORS MEMBRANE ON PLYUIOOD ON FRAMINCs FS CARPET ,�:�ND PAD ON I I/2 " GYPGRETE ON ON W.P. MEMBRANE ON �" CDX PL7WD. SHEATIaINCs ON MI� SNOW PENGE Q5 2x6 UIOOD DEGiGINCa REINFORCED GONGRETE SLAB ON 4" CsRAVEL FILL 3 " POLYISOCYANUR4TE INSULATION ON TYPE 30' MII GOPPER CsUTTER AND DOWNSPOUT ON GOMPAGTED SUB�sRADE FELT ON �" GDx PLYillD. SHEATHINCs ON UJOOD WITH NEAT GABLE Main Office: Eagle-Vail � OO FRAMING WITH R-38 UNFAGED BATT INSULATION ON �o MI2 PERIMETER DRAINACzE SYSTEM ] 01 Eagle Road - Building 6 FI REINFORCED GONCRETE SLAS ON 4 " GR4VEL F9 CARPET ANp PAD ON I I/2 " CsYPGRE7E ON 3/4" TtCs I MIL POLYETNYLENE YAPOR BARRIER MI3 6x8 RS. BRAGKET Avon, CO 81620 PILL ON GOMPACTED SUBCsRADE. SEAL AT PLYWOOD, CxLUED AND NAILED TO WOOD JOISTS. AS S MI4 SxlO R.S. BRACfCET � Tel: 970.476.4433 $XPOSEp LOGATIONS �—� MI5 4x8 RS. GEDAR OUTRICsGER Fax: 970.476A608 F2 REINFORGED GONCRETE SLAB ON �" TtG BI T.S.D. BY INTERIORS MI6 Sx14 RS. GEpAR BEAM PLl'uIOOD, GLUED AND NAILED TO WOOD JOISTS. ��� G� MI"I 24" TOWEL BAR I Denver Office p3 570NE ON 1 1/2 " G7PGRETE ON REINFORGED WI DRAINACsE SOARD ON 2 " RIGID INSULAT�ON GRI GUS70M PROFILED GROUJN MOLD, T$ D. B7 INTERIORS MIS IS" TOWEL BAR 1617 WazeeStreet, Suite ('2 GONGRETE SLAB ON 4" CsR.4VHL FILL ON ON FOUNDATION WATERPROOFING ON CASIN I �enver, CO 80202 GOMPAGTED SUBCsRADE GAST- IN -PLAGE GONCRET� FOUNDA710N � MI9 TOWEL RING Tel: 303.623.3355 G51 T.B.D. BY INTERIORS M20 701LE7 PAPER HOLDER Fax: 303.623.2262 I� � i info@smarchs.com wwwsmarchs.com � i � � � � i � � � � i �I � � ; �i � � � � W � QO � � Q � � O . � � II 23'-6�" 4'-5y�� 5 " 4'-l" g�-�i° 8�-l�t�� 3'-6" � 5y" �� 3 �� �� 5yj�� �� � � i'-6Y' 6'-� 5�-� /a a,_�,4 4�.�y�� a�-imY�,� Z �_��� i��_by�, � �"'� � � 3�_b�� � V1 h�l � I O � � M � � =r' � I j W ^ � � � 0 , �/ ) I r� O � I � VAT _ O 0 _ _ � O EL VAT � " � � � M--� � � POIUDER ' � � ' �I l� I - POIUDER :� � o � ; � " I ` "� � I _ � I M � a _ -- "' _ I , � ;� -- � � -- - ----- o� _ � I 5 _ i SKI - Y, - I - _ I I ,o i � I v fn 0 - - I ' - - m - ROOM i �, I I � � � � I I - n � � � - - - - _ � — — ENTRI" _ I � _ � — � 6 3'-0" -�' gkt� 'n — CsLaRL�CZ� � - - - — I �- � — — — — — � - � �� i n N � I I � - - - � 0 I - 5� �' -6Y° g � 6� Z�� b " 4 I'- 2� Z�� 4�_ 4� I n �I I � � I CsARACzE � u I e ENTRY � � I � `^ I � � �o STUD7 '" p _ � � � I � - - - - - - -- - - � � — - - - - I I � I � � 5 �� ,`�� u � I m � I I I 0 y'1 I'-II" 3'-�" 2 '-by" 3�_6 �� �— - - - -� I �I I � i I I I � I ; I I , � � I I I _ _ �� �, . �I i �I I I v �� � i � I „ 6 -3 �n I � � � = 6�''' � - _ v � I M � I II r ' I �--�— — — � �� � �, MUDROOM e .� _ � �� . 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BY INTERIORS Segerberg Mayhew SAND WITH SNOWMELT SYSTEM ON 4" �s12AVEL WITN R- 19 BATT INSULAtION AND 6 MIL. FILL ON GOMPAGTED SUBCsRADE WI7H F5 WOOD FLOORINCs ON �" PLYWOOD ON I 1/2 " pOLYETH7LENE VAPOR BARRIER. PROVIDE MISGELLANEOUS I & Associates Architeccs 1. REFER TO 9HEET AI.(D FOR CsENERAL NOTES. co�orlED coNCrzETE eo�ER C=7PGRETE UJITH 2x SLEEPERS SPAGED AT 16 " O.C. HORIZ. BLOCKING AS REQUIRED. i"II 2x4 WIREBRUSI-!ED GEDAR TRIM 2. REFER ?O SNEET AB.� FOR WINDOW AND DOOR SGNEDULES. P2 GOLOR4D0 BUFF SANDSTONE ON CONCRETE MAX. ON �q" TtCa PLYWOOp, CsLUEp AND NAILED TO W3 4 " -6 " NOMINAL STONE vENEER ON WI/lU2 1"12 2x6 WIREBRUSNED CEDAR TRIM P.C .-A .I.A. 3. SEE STRUCTURAL DRAWINCzS FOR ALL 2EtAININC3 WALL. SLAB ON GsR.4DE WITH SNOWMELT SYSTEM ON WOOD JOISTS 4 " CsR4VEL FILL ON GOMPAGTED SUBCsRADE W4 BOARD t BATTEN SIDING ON W2 M3 3x8 WIREBRUSHED GEDAR TRIM 4. CsRADE 9NOUJN 15 SGHEMATIC. REFER TO 7�IE SI7E PLAN �OR �URTHER INFORI'1ATION. Ps SAND SET COLOR4D0 BUFF SANDSTONE ON F6 TILE ON I I/2 " CsTPGRETE ON REINFORGED GEILINGS M¢ 4x12 WIREBRUSHED GEDAR TRIM 4 " COMPAGTED ROA AS WI7N SNOUJM 7 CONGRETE SLAB ON 4" GRAVEL FILL ON M5 3x10 WIREBRUSFaED CEDAR TRIM 5. SEE ROOF PLAN FOR ALL PLA7E AND RIDC�E NEICsNTS. sYSTeM oN coM�acTe� su�RaDe EL GOMPAG7ED SUSCsR4DE GI Ix6 T «s GEpAR SOFFIT BOARDS M6 4x6 RS. CEDAR OUTRICsCsER � _� P4 BUFF SANDSTONE ON SETTINCs SED ON W.P. F'1 TILE ON I I/2 " CsYPGRETE ON 3/4" Tt�s PLYWOOD, '� M"I Sxl2 RS. OUTRICsC3ER MEMBRANE ON 2 " LICsNTWEICsIaT GONGRETE GLUED AND NAILED TO WOOD JOISTS. RI GLASS B FIRE - RATED MEDIUM GEDAR SHAKES - MS 4" ?NK STONE SILL I CSLOPE TO DRAIN) WITH SNOWMELT ON W.P. STAGCsERED PATTEI�I - INTERIUOVEN WITN 30" FELTS M9 8" TNK. STONE LINTEL ARCHITECTURE, I MEMBRANE ON PLYWOOD ON FR4MINCs F8 GARPET AND PAD ON I V2 " CzTPGRETE OP: pN IU.P. MEMSRANH ON }" GDX PLYUJD. SHEATHINCs ON Mlm SNOW FENCE PLANNING, INTERIORS p5 2x6 WOOD DPCKINCs REINFORGED GONGRETE SLAB ON 4" GRAVEL FILL 3" POLYISOGYANURATE INSULATION ON TYPE 3(D" 1"II1 COPPER CsUT7ER ANp DOIUNSPOUT FLOORS ON GOMPACT£D SUBCsR4DE " MI2 PERIMETER DRA NACsE SYSTEM g FELt oN � CDx PLYWD. SNEATNINCs oN WOOD Main Office: Ea le-Vail � p9 GARFET AND PAD ON I I/2 " GYPGRETE ON 3/4 " T ECs FRAMING WITH R- 38 UNFAGED BATT INSULATION ON �0 101 Eagle Road - Building 6 Fl REINFORGED CONGRETE SLAB ON 4" CsR4VEL PLYWOOD, GLUED AND NAILED TO UIOOD JOISTS. MIL POLTETHYLENE VAPOR BARRIER MI3 6x8 RS. BR4GKET Avon, CO 81620 FILL ON GOMPAGTED SUBCsRADE. SEAL AT 1"114 Sx10 R.S. BRAGKE7 EXPOSED LOGATIONS �� Tel: 970.476.A433 F2 REINFORCED CONCRETE SLAB ON �" Tt� BI T.BD. BY INTERIOR3 MI5 4x8 RS. GEDAR OUTRICsrsER Fax: 97o.a76.a6os PLYWOOD, C3LUED AND NAILED TO UJOOD JOISTS. I�UALLS GROUJN MI6 Sxi4 RS. GEDAR f3EAM MI� 24" TOWEL BAR Denver Office pg STONE ON I 1/2 " GYPGRETE ON REINFORGED UJI DRAINACsE BOARp ON 2 " RlCslp IN9ULATION CRl CUSTOM PROFILED CROWN MOLD, T,BD. BY INTERIORS M18 18" TOWEL BAR 1617 Wazee Street, Suitc C2 GONCRETE SLAB ON 4" CsRAYEL FILL ON ON POUNDATION WATERPROOFINCs ON _� M19 TOWEL RING GOMPAGTED SUBCsR4DE GAST - IN-PLAGE CONGRETE FDUNDATION GASII�I Denver, CO 80202 GSI TB.D. BY INTERIORS M2m TOILET PAPER NOLDER i'el: 303 .623 .3355 � Fax: 303.623 .2262 T.O. GHIMNEY � - I info@smarchs.com � 4�j ' - � � ' www�.smarchacom I � � — — � , _ , T.O. GNII`1NE7 � .� � ,:... ,:, _,. ,� „ , . .� :��...�„� o rN_� ,o6s � �,,"" d ,. r ' `"� � � .... � �� - 14m ' - 2 " , - - - - - - - - - - - - - - - - - - � . �� . ,� �,,a.�, ,JS�. . >� .�, .�, 138 ' _RIDGE ! RI i RIDCsE � RIpGE �` RIDCsE ;, � � 13� ' - 4 " � 13� ' - 4 " � � �� 13� ' - 2 1 /2 �� e I �" n�, I � � � .. �� ,�.., , � ...,.: ;�. .:,... 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CsRADE SNOUJN 15 SGNEMATIC. REFER 70 ?NE S17E PLAN FOR FUR7I�ER INFORMATION. P.C.-A. f .A. � T.D. GHIMNE7 6. SEE ROOF PLAN FOR ALL PLATE AND RIpCsE NEICsHTS. 145 ' _ m " I ARCHITECTURE, PLANNING, INTERIORS �� p�� � Main Office: Eagle-Vail 138 ' - 1 I " 101 EAgonR CO 81620ing 6 RIpCsE Tel: 970.476.4433 . . � 31 � - 4 � � Fax: 970.476.4608 7.0. CNIMNEY � Denver Office 135 ' - 6 � � Ri 1617 Wazee Street, Suite C2 � � Denver, CO 80202 _ _ _ r.�. CI-� ��"�N�Y ,�° .,,. � �„�., Tel: 303.623.3355 133 � - �0 ° �,;�,• .. � t.O. 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I�i � ' _ , �i � fi � II , � .. . -� .. � . �_ � ' II . ` . . . . . .I . . � - _ _ I � I I� I _ - ,� � W Q O IN7ER1'1EDIATE � �" � , INTERI'1EDIATE � � ^ LEvEL i LEVEL H � - - - - - - - - - > _ _ I� - - - - - - - - =- - - - - - 0 - = , 1CI�9 ' - 9 " _ _ _ _ - _ � lm9 ' - 9 ° � �£ I , � ' ' _ - l � � � � � � � � � �--� O i �" . i � � � � � � � � � : � � ! ' � �� _ � � � . �- � � � i ,; , � ° - - _ ... - - =_ � - —_ - - - - — � , , i � , i � - ��� � � � � � � ws _ 0 _ � __ ' - � '— _'_ � _ �� — � �— � �- � . � 0 � � 0 , - V1 ►--� - - —_ _— _ - -_ ._ _ _ _ � — � ��- — - � _ � � ' O O O ��� '__ �- � _ — � � --�— - - -- _ __ �� �� -- � _ � � � � �_ >. � _ 0_ 0 � i _ _ . - _ — � ' ��` — - � - � � �'I , - = O 0 O _ � I i ,i , � __,_ � -- — . - _ � � , � � ,� � , � � I � _ - ' � _ _ �I _ I � , . ' l � LOWER � M�--�I -� , i�-I � LOWER LEvEL ,� _ L�vEL - - - _ - - 99 ' - ro " - - _ _ _ _ - - - - � _ �, , ' .,`:_.✓„f' . - .- - - - 99 ' - �o " � � � � �,. . . - - - I M � I O 3 � � � � � � � � � � lo � I, � i � A5 .1 SCALE : I /4 " = 1 ' _ � " i RI I II � . I RIpCsE � � 13� ' - 4 " � I Mim RIDCsE rnm� � �- � � T.O. CNII'1NEY M� 131 ' - 1(I� 3/4 ° � Revisions: � 132 ' - �0 " , = • �, --�--- �— ��-' � PROGRESS PRINTING 1 -6-OS � URB RE-SUBMITTAL 02-22-OS � — i ' R� ! II RIDC�E � i21DGE I 12 � ' - 4 " 12 � ' - 4 " I - - - � 0 ' , - � i -_ __ . _-_ _. ,� � R � I MI0 MIO � � � � � , ..,.�,� � ��� � ,:<_ ,.",�, �i i � � t• � �� � - - - - — �� ��3� I � / � I � >_ � 22 � - � � /� n �� �� -'<�� �r ' � � I � � s� � � - � � � � - - — -- -- - - — . . _. . ��. . — � �5�1(��Y� - - - - - - \ , � �Zm � - � � � i � - — -- - - -- � I - _ �' i f :,.a ° ''t I Drawing Title: f � j � � � �� BUILDING ELEVATIONS — � � � wa Wa =- - _ - i .. � - � O O O , � O O - - � .- '� � ` --- - - - -- - - - - t � j i - _ _ � _ _ .,`, - r. _ - ; I IN7ERP1EDIATE INTERMEDIATE LEVEL LEYEL ,, �' ' _ �r,�` � - - - - - - - - - - - - - - - - - _ - - - - - - � _ � � lm9 ' _ 9 " _ im9 ' _ 9 � � �;_ ��,., •--.� �Date: I1 /24/�4 i ; . � � ,�u ��+� � . Project No: 28��D5 .�2� s ' W3 W3 = _ � _ _ _ - � ' � r - i Drawn by: SMG� 0 _ _ i __ _ __ - - - - I il�_ — ' = Checked by: KS - — - �- - - - - -, OlU V OU1 ! SheeC L ER LE �L L ER LEvEL - - - - - - - � - 99 ' _ �0 " 99 ' _ �0 " FAMIL7 ROOI"I - - - - - - - - 98 ' _ �o � � 2 \ � � � � I � � � f� � � � � � � /� � � � I �i I W � � � � � � � � � I � IV I � � � � � � � � A 5 . 1 . SCALE : I /4 = I ' - fI� A5. 1 SCALE : 1 /4 = 1 - � � 2oos sMn �I �----- - - --- - - - - - - -- — — - - ----- — - - -- — - - - - - - i � LOT 10 , BLOCK 2 � � — _ VAIL VILLAGE 3RD I � LOT 19 � _ _ _ I_ _ — j� � • - _ � � � � � � _ _ � _ — ! / _ � � _�. � ISEWER -� � I� � � - _ _ � � �MANNf_1LE �_ � � � / ' _ _ _ _ _ _ _ _ _ _ _ _ _ � . .� SEWER � _ - - - _ _ _ _ - - � MANHpLE � � � � T5 � � � - - - - � ,- - - - - - - - - _ - - - „ 1 _ - - - _ - - - - - - - - - - - - - � - - � - - - - - - - - - - - - 5.0' _ - - - / I - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - -^ - - - - - � _ _ � � I I �`' � - - - - - - - - - - - � r — � / � I � ,/,v e� a+�onc veo � I I UTILITY � �,�/,��{/ / I ..'�- ... EASEMENT � . . � . I l7 LJ � / I I � . I // / I I � I I � � I I ^I I � \ I I unuTV /� 1I � � � / i i � . � � EASEMENT / ' - I � A RESUBDIVISI ❑ N ❑ F NoT nir+ENS�oNEn - + " � � L � T 1 , BL ❑ CK 2 � � � '-�- - _ -.-. - or, P� nT � s.o� I � � �2'6` J � VAIL VILLAGE 3RD � � i i PARCEL A � � / I s.o. j I I _ _ _ _ - � " _ _ ,�; - � � i _ -i - � A RESUBDIVISION ❑ F _ , r - - - �� � " � ' , � i � LDT 20 � � 8247, 7 / � I I � a2�� ,�, f ��y . ; � I 11 � 1 1 11 / / � I ��. I ' . � ���/� �A ',, � � � 11 ' _ - _ _ I J � �,'�, ',�ll . � � i � ` �� � \� � � . .. � � 1 � ; � � � � /� / / \ � i L-e- - - - � � ' � ' , � � � �' / \ ` � � - I � - _ _..� - , - - - - - � , � � � � . r , _, i ; , , _ _ _ _ _ - - PARCEL B 1� � � � i UPP R �� � � I I _ : ( \ STpNE � � � � � DECK �` I . _ "- WALL - i . - - � B251.9 � � �� °"', � � � ! LOVER �� I I _ - _ - � - � ' DECK \ \�` I I � � - - - - - � ' ��� . �i W000 - � - � '� _ - � � -� � ` I � � i �. n - / STEPS 3 � _ L _ ' / Vl ���, � � 7f � � 1 � �/ 8257.6 � , � p � � . � �. _ - - ' ' 1 / �� " U7 ��1 1 1 � � � � Q � � ' DECK � � � I � 2 , - ' �, BUILDING ' � \ � � / � W I 8 �0 - - - i =, �� i ' � � � �UTLINE � � � � i m � � N i 1 J � � � � � LONCRETE I � �- ' � �� � / ' BUILDING SLAB I i � � � \ - _ � �' � � �UTLINE �� �.. � � � �„ - � . \ BUILDING � � , � � �� / \ � � Ii A � . , � y/ .. . � DEGK ,. �' OUTLINE ��. P� W � / \ � I� ' l . / ' 1 � � �257.6 , , , C I - '. . -_ "� ' . _ _..` -- -- . . i ,, - - -_ _ _ - UILDIN _ � \ , _��`. . . � .,. B G 1 � � � � `. � ^ — � OUTLINE - � I I � �+ � / � �i \ - _ _ I � - _ __�� . / NtN �N W/yj � / I I , j - - _ _ � . " ``�--� '4 � '�` 11 � n � � �- � � � PARCEL B � I � � - ', LOT 18 I I � �, ' ros29e Ac > , � � � �` '� '�- sTa�ks _ �t- ,, , , � / � I I ', �� - — I I � � � ' _ _ " - � I ' � � .., , / I 1 . � / � I STONE � �i ,� , � 7' 1� � � � S�O�PETE / ,�� ' � M � � \ I I ��� WALL �ni1 1�� BRICK -. _ , . -- -- I � � � � '� �"r PAT10 �� S7EPS L . r: ' � �4n n : ' � / DRIVE �267.6 / i STEP �t _ { LA D�] NG 1 - - - - 1 1 � � � , I � � "+ � �� r � ' � ` / DECK I . I j 4. : �t; I .� � '� - - PFRIMEfER PAVEF DFNF. I 1 CONC. W�LK. M�p p�CN � I �� � � � I I -. � i � � � "� �_ _ �\ �p WALLS. \ � ,� � � � � � � I � 1� 6" ; - � " , \' BUILDING ^� I PARCEL A STONE �-�, OU7LINE - � � � / � � \ I � � , ...�_.. � / � � � I I � _ �,� � - � � I I � � _ � I � � � � � � � I i _� \ � � � � � � S7AIRS S s�?S?s � \ I .. � - � l�l. US '(ER �F - .i . ; � I � � f � �� � I I SMALL TREES . � � . � B3 �O � � � � � i i � ', `' � \ �\�� I I � F woOD I � ACCESS / � � � �• . � �,� � � � EASEMENT ` \ \ � � � I I � � i � ; ,, LANDING � � � � f I � � � � � � . . , - - � � � � � I I CINDER _ � � � \ - � BLOCK � Q� ; � W��D TIF_ � FND. PIN 6 CAP \ � � N 38055Zz^ W-�--� IFREBARe• I � . '! WALL f`, � WALL ELV� 8245.6' — — — — — — � \ � � �.� I . . ELEC^. METER I NOTES� — — — — � — — — — — — — � —' — � _. 82�� / �, \ \ ' - Q/ U — � _ , 1> DATE OP SURVEY: 4/02/90 � \ � � S 88'55 E 154. 15' - • • • �--•-- - _ _ _ _ _ _ _ 2) SURVEYpR HAS MADE NO 1NVESTIGATION OR INDEPENDENT SEARCH FpR \ \ \ � ' - - - � � � \ 7y PED \ ,:.. EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES , � � � � � � . 1 � -^iw-, � ' ��� RESTRICT [VE GOVENANTS , ONNERSHIP TITLE EVIDENCE . �R ANY OTHER � � PHONE PEO � � GAS . � � - ELEC. TRANS. FACTS THAT AN ACCURATE AND CURRENT T1TLE SEARCH MAY IDSCLOSE . \ � +i � � � - - - - MARKER�'� _� �� 4 ' WIDE 3) NOTICE � ACCORDING TU COLORADO LAW YpU MUST COMMENCE ANY LEGAI \ \ \ ���. ' �{ �r. � �- . � ` . - ._ � �.� ` q �- lfi � � . - - - -- � " - --- - - - -- _�-....r„_ - PAN � -_-y_ _ 8245.4 O' lO� PO' � ' ACTION BASED UPON ANY DEFECT !N THIS SURVEY WtTHIN THREE VEARS ': . - - � f'� ��y-'- . - � �� � � � _ � - — - AFTER YOU FIRST DISCOVER SULH DEFELT. 1N NO EVEN7 , MAV ANV ' ' " � - _ - - - � _ - � - � - ACTI�N BASED UP�N ANY DEFECT IN THIS SURVEY BE C�MMENCED MpRE `1 � �� �� � — — _ _ _ _ _ _ _ __�__� — - � - � 8246. 7 THAN TEN YEARS �ROM THE DATE OF iHE CERTIFICATIpN SHOVN - - - - 8246.3 (S HEREON. I - - - - - - - - - - - - - - - ._ � Jt- - - - - - - - -� - � 8�50. 3 4 ) 2'-3' OF SN�W ON LOT AT TIME OF SURVEY � SOME FEATURES MAY EXIST 8253.4 BENEAiH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. F ❑ REST R ❑ AD CSO � R � ❑ � W , � 5) BASIS OF ELEVATION+ MH BA9-3.4, INV. ELEV. 8234.0. EDGE OF SURVEYOR' S CERTIFICATE 6> BASIS aP PROPERTY LINE LOCATION: SOUTH PROPER7Y L1NE LOT 18. ROAD 1 , Ston HogFeldt , o Professionnl Lond Surveyor registered under the laws o � 7> BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE the Stote of Colorodo , do hereby certlFy thot this topogrophic survey wos � AS SHOVN ON THE SUBDIVISION PLAT pNLY. A BOUNDARY SURVEY WpULD node by ne ond under ny 5upervision , nnd that the survey Is occurate ond BE NECESSARY T❑ DETERMINE THE TRUE DIMENSIONS OF THE LOT AN� � INDICATES C�NIFEROUS TREE AND APPROX. TRUNK DIA. correct ta the best of ny knowledge . � SETBACKS , WHICH MAY VARY FROM THE PLATTED D,MENS�oNS. � �� � � � � � � � �-� �� ��� � ��'� TOPOGRAPHIC SURVEY �-S✓� ?� �t y.,�' � NJ �iF•. .... `:, 8> MEASUREMENTS T❑ THREE ST�RY BUILDING. 9 �"!�,:� � - {°':' LOT 18 , BLOCK 7 Ston Ho f 9) NO POSTED AD�ESS AT TIME OF SURVEY. Colorodo P. s�:,P6�6S98 ? � _ � ���`• :� - VAIL VILLAGE , FIRST FILING � INDiCATES DECiDUOUS TREE AND APPROX. TRUNK DIA. Dnte�_ _ _ _ _9� �����r _H_ _A��;;� ,-- � �.., � �, , � ;;,; 5,,,:= TOWN OF VAI L P'o9aoX�'z oY � �` �,, �"�`� - ��" � � � ~ - � � EAGLE COUNTY , COLORADO EDWARDS. C0. 8t632 KD Bi10� 04 � 970)949- 1406 1139.DWG JOB No . 1139 I -- -- -- -I ye._ _--�. i projec� data index to drawinr�s � � Se erber Ma hew �� Ol�l�1�R ,4RCHfTECT '3TRUCTURAL ENCaINEER L�4NDSCAPE ARCN (TECT C�NER4L GONTR4CTOR a � ,m cov� R sH� �T I g g y ' GOD � IN�ORMATION : & Associates Architects �TNT INVESTMENt9, LLG SE�E�BER� MAYHEUJ D�NNiS AND�i2SON a ASSOGf ,4TES SUNpER, INC. - SURY� 1' P.C.-A.LA. 2 Dm3 l,� .B .C . P.O. BOX �v98 � ,4SSOCIA7ES ARG�lITEGTS PO BOX 138� PO BOX 13°3 I I O �cupar�cy : R - 3 MINOT, NORt+� DAK07A 581m2 1611 :UAZEE STRE� T, SUITE G2 EDLUAi�DS, COLO�?ADO 81632 EDWAi2D8, GOLORADO 81632 ��� �C��� I li I GonstruGtion Type : Y - N 7EL C �rDI ) 852 - 5231 DENVER, COLORADO SD2 �2 7EL C9�� ) 926 - � 2m�D TEL C9"I�) 39� - 1885 L - I LANDSGAPE PLAN i UJ � t�'1 �U � � O erational S 1" IY1�C� �1' 'rJ St �fl1 FAX C �(I�ll 83� - IID� � 7EL C3�3 ) % 23 - 3355 PAX C9��) 926 - �2fDl FAX C9� (OJ 92iv - 1932 L - 2 LANDSCAPE DETAILS II y p p y CONTACT: ROCsER TOLLEFSON FAX C3�3 ) 623 - 22ro2 GONTAGT: DENNIS ANDERSON CON7AG7 : J.P. SUNDERLAND �l � �- -� 517� GOV� RACzE : eoNrACr: +eur�T SECsEf2S�RCs EMAIL : DAAI �GOMGAST.NET EMAIL : r�+eRCNfTECTURAL ARCHITECTURE, SARAH MIKK�LS�N -1GRICK PLANNING , INTERIORS I L07 ,4R� A = 23 ,�78 5.�. EMAIL : SMIiGIGELSENmSMaRGHS.COM ,42 ,� SIT� PL ,4N 2 �io MAXIMUM = 4rolr'o 5 .�. I A3.m LOUJER LEVEL FLOOR PLAN MainOffice : Vail, CO CIvIL Et�1C�s (NE�R A3.1 INTERMEDIA7� LE�/EL FLOOR PLAN �I � 000 Sfroncaeexd �v, #300 �� �'JT UN � 7 = 2 ��0 � �"J.�. Vail. CO 816�7 � AST UNIT = 2152 S.F. A3.2 �NTRY LEVEL FLOOR PLAN FaX�: 9�o.a�ea�os � T07AL = 461�o S .F. A4,T ROOF PLAN AS.fI� BUILDINC� ELEVATIONS I Denver Office I 1617 Wazee Street, Suite C'_ A5 .1 BUILDINCs ELEVATIONS Denver, Co so2oz Tel: 303.623335� LANDSC,4PE AR� A : ��J.2 BUILDINCz ELEVATIONS I Fan: 303.623 .2262 L ,4NI� SC,4PIf�Cx 1rJ;�83 .S.F S� - 1 ^c�QUARE FOOTAC�E AND SIT� GOVERACzE GALCS. �ofoGsmarctis.com wwwsmarchs.com �ariosiw,��KS � ,Zmi s.� LANDSG.4P� .4R� L� _ �fm .� io --- - -- - - CzROSS RESID �NTIAL FLOOR AREA � C�R�A �: � NOTE: ALL SF CALCJLATIONS ARE TO OUtSIDE FACE OF STRUGTI1f2AL FR4MING PLYWp. ;JR CONGRETE WALL. � ,� 5� S.F. ALLOWABL � ro �/4� = 4r✓- 30 S.F.l3 �2 � S.F. i, i WES� DUPLEX CPRIMARY ): � I I� LOUJ� R L � 1/� L 24� 1 x .57 = ��t, S .F. �, � ��• �� INTERMEDIAT� L � V� L 2111 S.F. T 1' V 1197 5 .�. �N R L � EL I� � TOTAL 4� 28 S.`r . , - ro �m S .F. FOR Cx,4R,4C�E I TOTAL 4128 S.F . � STRUCTU�4L 32 � �" O � W �''� � � O �' � i� l� � o � AST DUPL � X CSECONDARY �: !� � � ^ LOUJ� R L � VEL 1611 x .5�1 = 918 S.�. � � '--� INT� RM� DIAT� L � V� L 1 � 49 S.F , u � ( � �jO � 0 �� � O � � Q EN7R�' L � 1/E � Im31 S_�. � I � � t07AL 3598 S.F. � � � II - � �m 5.�. FOR C�ARAC�E � � � 'i TOTAL 2998 S.F. w � ;; W w v �y �'� O M--i � � � � abbrevlations II I � N � I M � ABV ABOVE BAF. BOT?OM OF FOOTING DPR DN1PER FAg FABRICAtE �LB. GLA99 9LOGK LAV LAVGTORY N.TS. NOt 1'O 9GALE om. cwrwnm 9RCR 9PENCER UB.C. UNIFq"d'I BUILDING CODE O AFF. .�+BOVE FIN!SMED F�OOR 8.09. B01TOM Gi BTEEL OR BO1iCM DP CA"I?ROGfiNG FB. FAGE BRIGK GLIJ-LAM CaLUE-LAMINATED TIMBER LH. LEFi HANC Np. WMBER p,T. AUAFRY TILE 9PEC 9PECIFICATION !81 UH.C. UNIFOR'! MEGNCNiGA: GODE AS.G ABOVE 5119PENDED OF SLAH Dl. DEAD LOAD FA. FACE OF Gg. GR4B BAR LIIR LEFT HANC REVER9E 9FCi.Pi BPRING POMT UP.G. UNIPOp'I PLN'IBING GODE i CEILING B.OLI. BOTTOH GP WALL DEG DECsREE F.O.G FAGE GF GGNG�TE GR GR4DE. GR4DING L LENGTH 9q gO1JARE UAN. UNLE95 OTHERWISE NO�D � � ACG AGGE55 B.TL. BRITISH THEF3f"IAL UNIT DEM DEMOLIbN, DETIOLITION F.OF. FAGE OF FINISH (aFR.C. GLA99 FIBER �I�ED LW LIGNtU.EIGNT pgg pgg�{� SF. ScAIAFc� FOOT CFEFT) IJRd URIN4L F qp. GCC�88 PAtJEL BRZ BRONZE DMT DEHWNTABLE FAM. FACE OF MA90NRY Cq,�C�� LWG LIGNiU�iGNT CdNG�ETE O.G qV CENTER !9) �t R?'$BEi• REB'a'TE STS 5?AGKEC STLLDB � GC AGGUSTICAL BLDG BUILDfWS D DEPt7-I, DEEP F.OS. FAGE OF 97LLD8 (�y� GRqyE� LM9r y;ryEgtpNp � pp�N�� R4D R4DI119 SS. 5?AINLE55 5?EEL 4C.T. GGdJSTICAL TILE BllR BI11Lr 11P RCXhING D.RB. DESIW REVIEW BOARD FAg FA9iEN, Fq9TENER �� GRp�y�p Lf. LINEAL FEET OJST. OPEN-L�B JCICT � RAILROAD TIE fTIhBER) g7p grqry�q� V.B_ VAPOR B?Po21ER q � 7 DTL DE?AIL FND. FEMININE NGFKM DI5PEN9ER LNiL LMTEL �-e � ��AT�R CCNDUCTOR CR ACRYL C PLAS IC GT GROUt OPP OPP09 � 9TA 9T4TION y,q� yq��9H ADD ADDENDW'1 DIfKs DIACaONAL FN.R FEMININE NAPKIN REGEPTAGLE R�PT 1�C��ACLE ADN ADDITIONAL DI.aM DI?METER RV FENGE �a G�E LVR LOUVER ��N. OPP091T� NqND BTL 9 oE� �UA I�DtUOOD `�R `�ENEER .. GTP GYp3UM OD_ OUT9IDE DIAMETER 9T S . V.TR VENT THRCUCsH ROOF 'i DIM DiMEN910T1 FCi FIBERGLA08 !�: �RENGE, REFER TO: !y) VERIFY ADH ADN'c91vE GAB GABMEt OP9L1. OUt91DE FAGE 9TUD WALL STOR 9TOR.4CaE ADJ ADJAGENi CAD GADMIIA'I DW DISHWASHER F.V. FIELD vERfFT F�L F�FLEGT (EDJ, (IVE), lOW y,IF. vERIF1' M FIELD O/O OUT TO OIJT 5D. STOqM DR41N D!9 CI3A09AL FM FlNI9H l£D1 4BD NA�BOARD REF �RIGER4TOR i ADJi ADJWiA6LE CCNT C.4NTI�EVER MH MANNOLE OA OVER4LL °.+TR °.+TRUG'11R4L VE� VERTIGAL ACls PGCREGAtE GpT CARPE' lED) DIV DIYI910N FF. FINIBNED FLOOR WDW HA�WAfa£ f�G REGISTER FFR MGNIffACTUt� (EW OH OvERNANG, OVERHEAD SU9P 9U9PENDED V.BJ. VERTICAL 9Lip JOINi A/C AiR GGNDIiIONING G91"IT GA9EFIENT DR DOOR FA. FI� 4LAq-t N� NAF�LLCOD I�ER�F F�INFORCE !D), (ING1 ALM AL4RM G.IP. CA9T-IN-PLAGE DBL DOUBLE FbPoC FI� BRIGK MI� MAf�LE SThi 9T^9METR7lIGAL1 vEST VE9TI6ULE HD I+EAD RG.P. REIM1�ORGED GONC�TE PIPE ALT A�Tqd.lA?E G.I. GA9T IIeCN DA DOUBLEAG11NCs FE. FI� EXTINGl119HER M.T. MA�LE TILE 9TN 9Y*lT4ETIG VIN VMTL HDR NEADER �R% REMDVE MA9 %'�ASONRY S7B 97B?Ehf �1B. vIN7L BABE I � ,q� ALUMINUM GB. GCiGN BA91IJ D.H. DGII6LE NUNG FEL. FlRE EMINGU19HER CPBINET � ��`�R !P) PAM? !ED) �d ����� �, M.o. �^'1l+9GV�RT oPENMCs v.G.T. vINrL GOMPOBITION T�LE 4.G.1. FMERIGPN CONCRETE (C) GAULK ( ING) DiA. DOVETAIL ANCHOR FHL. FlRE H09E CABINEt HTG NEATIIV'a pR PAIR fE91L RE9ILIENT VF. VIN7L FAHRIC ' MATL MATERIAL !8) I �N6TITiliE GDR GEDAR DP1 DOWJ fPL fIREPLACE H.VA.C. NEA?INCs/YENTILATING / AIR p�.{� peJ.�E� �T RETIIAAI MAx ^9Ax1MUM v.t. VINTL TILE F.V.C. FiRE yqLVE CABINET ��D�TIONING RA. RETI11Zd AIR yIII.C. VINI'L WGLL GOVERING AIA l+HERIGMI INBTINTE OF GLG CEILING D9 DOLLN9POUT FIEGH MEC4GNIGAL P.B. PMlIG 8AR 7y,gp TaCiGgpqRD I r DRN DRAIN HD. NEAV1' DUtT P.ID. °A?ER Td.UEL DIBPEN9ER f�V fgVER4E. �EVIBION VJ. V-JOMT IEDJ � ARCHI . EGTb CEI'I GEHENT PP P��PROCF M.C. `IEDIC�NE GABINEi '�EL TE:EPNOVE HT NEIGHT P.T.R PAPER TO.L�L �GEPiOR RH. RIGN? NAND AAS,G. AMEPJCAN IN9TI?UTE OF G GENTIMEIER !87 DRBD DR4INAGE BOARD F,RT. FIRE-�919TANT TREATED MED ^tEDI11M N TELEVISICN i 8?EEL Gp�19TPo1CTION CM.?. CERQMIC H09AIC ?ILE D.T. DR4M TILE F.RI. FIRE-�TARDANT N.G. NOLlOV1 COF£ }�gR •IEMBER RA.W. RiGNT GF WAY TEMp 'fEMPERED, tEMPERATURE p PAR P�4RGLLEL I AN9.1. A`",ERICAI NAtIONA! BTANDARDB GT. DLLR CR4:L�R FIx FIxTU NM. uOLLOW META� P$D. P4R'ICLE BOARC R RISER T.G. 7EFiRA CATTA GER4MIG TILE � �MB P1ET'IBR.oNE INBTITU?E GNAM �{q�{R DUKa CR4WING �G FLABHING ��1 �RIZONtA�� ry�7L METAL F'TN PdRtITiON �. �� D�M TZ 7ERRAZZO �JgGt WAIN9GOr AS.TM. �ERICCN '.k7GIEiT" FOR IESTING GHR CHROMIllM fPLA1HD/ DF. ORIWCING Pq1NtAIN �k FLEXIBLE NB- NO°.+E BIB �� �AL ��� p�?tT PAVE^tENT F'EH. ROOF WATCH THK 2FVICK ME93) iy,;a. �,q�t W� GND t'V+TERIALS GIR CIRCLE D1U. D�F'fB WGITER fiR FLOOR IING) N.W}I. NpT WAtER NEAiER � �� ��I� H.� MEtq� ROOF DEGKING PED PEDE9T.4` � � THR iNRESHOLD �ypq �LPAPER ADA N"fERIGl+NB WITH DISAB�LITIES GRG GIRGW1FERENGE FLCO. FLOOR GLEANGUT M FIETER (bJ PEND PENCGNt � �WH ���� Tp. TpILET PAPER NOLDER W.TW. W.dLL TO W4LL ��'Cp w � ���.�y.�s_ qC7 GL. CLEQ+`7 OUT FD. FLOOR DR41N ryEZ MEZZp�y�µg PErE PE1�OR4tE �D) TP11J. ?OILET PARTITION W.G. WATER GLOBET �3G1\FIV�. Iw 1 �OS i I iNGL It�CLUDE CDJ, (MCsJ PER PER�MEIER R9. ROIXU BALLN TOL TOLER4NGE Ul� Wp,7gRPRp,7p�t�i q,yJ�. GMERIGMI WIRE GUAGE CLR CLEAR lANCEJ F/L FLOOR LINE Fg�t MILLIMETER /S) ' Ir�o I�q.lor, P„ P„qsE rze. R„BBERBnsE T� T0� 4voGRmv� WR wnr�Rr�PEU�,T 1 , ALL D � M�NSIONS ,4RE TO FAC� OF S�UD OR CONCRETE , 4NC dNGFKJR, dNGNORGGE CLC3 CL09ET F.PL. FLOOR PLATE r'ILLK MILLWOPoC ID. INSIDE D1,6HETER PLS PLA6TER RT. Ia1BBER TILE T�B TOP AND BOTtOM WB WAiER9TOP qa. PIJGFIOR BOLT GLS CL09liRE FLIJOR FL110}ZEbGENi MIN r'iINIMUM � � ANOD ANODIZED CJ�. COLD IUATER FJT. FL�SH JOINT IB,C. INSTALLED Bt' CONTRACTOR MIR MtRROR PLAS PLA9iIC TDB. TOP Cfi BEAM tUT J.EIGHi /� I t II I �, I i APPD APPPDVED �� ��� EA EAGH PTG FOOTING IBA. INStA!LED BT OTNER9 MIBC MI9CELLANEOIJ9 PlAM. PLA971G LAh1INATE TD.C. TOP OF CCNG�TE WIUF. LLELDED WIRE FABRIG UON. f-YLL � X I � R� OR WA� LS TO B� 2X�0 � UON. �LL II VT� RIOR APP APPROXiMATE COMB CAMBiNATION EF. EAGN FACE FRG FORGED IN9UL IN9t1LGTE (D1. lIGNJ MOD MOC�:AR � �A� BFGL 9CFETT CsLA99 TAD. TOP OF DR41N lWB. WNEEL 8111"IPER II I C * I ARCH AftGHiiECT (URAL7 �h�'T G��'ARTt'�ENT E.W. EACH WA7 PDN FCIINDATION INt INTERIOR MLD MOLD�NG Pla. PLATE GLA95 8D9T 9,dND9TONE TOF TOP OF FOOTING W WIDTH, WIDE WALL ARC ? X4� UOI V. . GGMP GO7`;POSTION /COMPOSI7E) PR FR4ME (Dl, (INCs) INtM IN?E�'EDIAiE P/L PLAtE LItJE 9ray gG�EN TDM. TOP OF MA90NRY � AD AREA DR41N ELEC ELEC?RIG (4_) MT MOUNT CINCsJ WDO WINDOW COMPR COMPRE55 /_D), f�ONJ, (IBLE) FRPR FREEZE PROOF INV INVERT lEDI PLY PLYIWOD !9) 9EdL6NT TOPL. TOP CF PLA?E dtJT ,.UTGf7ATIG EP. ELEGTRiCAL PANELBOARD FRD 'MOWIED Wfs. WI�D GLA95 --- qyG qyEpy�E CONC GONGRETE E.W.G ELEGTRIC WATER COOLER FA FRE°�1�1 41R MOV MOVABLE �t �'���T 8iG 9EGTING TD.PLT. ?OP OF PL7WOOD W/ WITH ^ I I ^ t C GM.U. CONGF�T'c MA9CNR7 �NIT EL ELEVA710N F.�p� wp�1�9NED p'ND INST'4��ED hNL MULLION PT ��NT BEC? 9EC7iCN TO.R TOP � RICGE W/O �ITNOUi Z . ii� � � � R� PLACES TO M�� T LOG�� NND 5T� i � GODGS I � R�\''ISIOTiS: p�l BSMT BASE�7ENt GoNN GONNEC710N ELEV ELEVA'OR BY OTNER9 .1A. JANITOR'S GL09E? µpp, Nq,TIONAL ELEC?RIC GODE ��� POLYVINYL CHLORIDE 31{7G 9NEATNIW TOS. TOP OF SLAB � iyppp sEr� �gT cc�s�m:criav rµiF,Pa. i•wria.ra� �ir� r-�arecriori wB_ woovst,sE INGLUDING- ALL ,�`+� C� SSOR1 � 5, FIR� RATIN�xS, � TG. 0M BE4M Tm EMEft EMEf�iENGT FBA. R1R��SNED B7 OTHERS .1T JOINT a pE. PORLELGIN ENAMEL 9HT 9FiEET TOBTL TOP OF 9TEEL � � 9f�s gEpR�NG GS.I. CON9?RUGTION ENCL ENCL09E (LLftE) WR R1�i1ZED llNCa/ JF. JOWi FILLER FyewepC�qT�� P09 P091TIVE, P031ilON 8MR 9HEET MEMBRANE ROOFING TAW. TOP OF WALL �yp�, �JippJ�� pp�}y7 � DRB SUBMITTAL I O- I I -O�I BEL BELa1 9PEG'FIGAtIGry9 IN9i17UTE Ea EOUAL wT PJTL� ryq7 N,e,T}JR,q� P.T.C. POSi 1'ENfiIONED GONGREIE BH.C.GNA. 9NEET METAL � AIR T1D. TOTAL L04D W.I. UIROUGf+i IRp� � BET BE?LL.EEN GCNT CONTINUOU9 OR GGNTMl1E EG1U�P EOIJI?MFIT � (W NEW �B �D GOND!TIONING GONiR4G?OR3 TB. Tp�yF_L BAR BVL BE1rELED GCN1R GONTnAGi lOR) E8T EST�MAIE KP KIGCPLAtE �yR N019E REDUCTION P.CF. PO!/ND9 PER CUBIC =00T N.q7��Nq� qg$pCIATION Tl. ?RQGG LIGHTMCa 3. C=ANCx TOC�� TNER v�N7 STAGKS AS MUCI� AS POSSIBLE , BIT BITUMINOU3 CJ. CANTROL JOINT EXG ExGAVATE KIT K1iCHER N.RG. NOI9E REDIfGTION P1F. POL7JD5 PER LIIJEAL FOOT 9.V. 9HEE7 YINTL FLOOR COVERINCs TR 'RAN80M Y C �, I '' BLK BLOGK GFR CO?PER EXH EXHAU9T GPM. GALLONSPERMIWJTE � ��K�T GOEFFIGItiJi PSF. POUNDS °ER9f.1UAREFOOT 91M 8!MILR+R T T�Q'� � A�'�E IO MINIMI �� ROOF P�NCTRATIOIVS. I BLKCs BLOCKING COld GORR1YAtEC !E) Ex15TIftG GALV GALVANIZED NOM NO�"fINAL P.9.1. PdAdDB °ER SLIlIGRE INGH BH. 91NCaLE NUNG TTP 'TP'��CAL � GENTER LII� 8D B04�J GTR GOUNTER E9. ExPAN91PN BOLT G.I. GALVANIZED IRON KG. NON-GORR09�YE PG.G. PREGA9T CGPoGRETE 8K7 9KTL�GHt [ CNMMEL C t I I TC B.B. BCTN SIDE9 CS GOIJNtEF51NK ExP EX°AN81GN G99. GALVANI2ED 9TEEL BNEET LBL LABEL µJti.7. NON-METALLIC PREP�CB PRFGBRIGATElD7 9L 9LEEYE FA pRppERTT L� �, PROVID � � LLG I RICAL T'T�A I TAP� �OR ALL C"fUT I CRS� B.W. BOTH WATS GR9 �URSE 151 EJ. EJ(PGNSION JOINt G9KT G49KEt /ED) LAB LABOIeATORY (ryp� NO PAINT PFN PT.EPINISNED SJ. SLIP JOM? � ��,p�����- I BOT BOTOM CRG. CR099 GR4Ih EM EXT�RIOR (�K (��E{Zq� LAD LADDER ryq, NOT APpLICABLE, l�+vAILABLE) PS.C. FRESTRE59ED CONCI�TE 9B. 90LID BLOCKING �y ��pE���,�p � R�UND / DIMIETER ' IIAI t AI rI I p I I B.OB. BCT'OM � BEAM GF. GUBIC FOO7 E.IFS. EXTERfOR IM1f6ULaflON M1D G.C. GENERQL GONTRAC7 fOW ��� t�' ��� N.I. Not MCLUDED PROP PROPERT7 9.C. 90LID CO� �y. UNOERU�RItERS LABOR4tORIEb � g�A� DOWIVSPOU I S AIVD O I tt�R PII ES �S R� QUIR�D. I BCL. BcTd-I OF GONG�Tp GY. GUBIG YARD FINISN SYBTEM GL GLA55, GLAZING L4M LN'11NATE (Dl �d.I.C. NOT iN GONtRAGT PL. PRO�RT" LNE 9P 3CIINDPROOF L'IS ',:h=l\I9NED j<° DEGREE ♦ NN'IBER I 5 . CON7RAC70R TO COORDINAT� ALL D �SICsN/BUILD i M� CNANIGAL AND EL �GTRICAL EQUIPMENT, D � vIG� S AND I WORK. ALL MEGNANIGAL , ELEG7RICAL � � IRE PROTEGTION j SI�G �7Iaf1 Sl�i'(Ir�0I5 al'C�II�GC�Lii"aI 5f�1'(Ib0I5 I'�1a��1' IaI Sl�f'I"Ib0I5 TO BE DESIC�N/BUILD . SUBMIT DRAUJINC�S FOR REvI �U: B`r' ARGu17� CT . t ' PLAN t 3EGTION I I EXISTIIVCs FEATURE PROPOSE� EXIBTINCs FEATURE PROPOSE� io . RE : AB.� FOR UJINDOUJ AND DOOR SGNEDULES. � EARTH � PLYWOOD �p BUILbINCa SECTION 2 2 aw�tt+� aecnari ROOM NAME, � I 1 - - � -� CONTOUR - � SPOT ELEVATION � �PLANJ A1S AI5 �R � AN� NUMBER � Bi Wz�3 __�f �� �� 1 - ELEVATIONS SI--IO�.UN AR� T.O. P4-Y�OOD UN� � SS --- --�--� - - - -R PROP9RTT LINE - - - - }.{ HYDRANT � 9�tra�ER WITH FINIBHES. c � - -�- . __'- ROGK � � -- FINISN WOO� g T � � � OTNERUJISE NOTED . � Drawin Title : I - - ¢ CENTER LINE - - --0� va�� ---�- ��IB � I COVER SHEET > � •„ ROUGF-1 WOOD/ I -$- UTILITY POLE -� BUILDINCz S$GTION �' cE�LMC. ;_, POROUS FILL GONTINUOUS ---- - easer�ENTiseTBacic ----- 8. ALL ERRORS, OMISSIONS OR CONFLICTS FDUND IN T�-{ESE RICsHT OF WAT � LICsHT ■ � ELEVATION� A� �GEILMGNr. -�1�. �- i- ii�i=_ TOP BOIL � D 6CONT �OOUS ARGN TEC7SBEFORE PROC�ED NCs �I7N �N� IUORIG. � o� T�� I TRANSFORMER iF UeED� ' w x FENGE 8T STORM �T2AIN 8T � � I I - A3PHALT PAVINCs/ Q+° SANITARY SEUJER 9H � sI�N � 5 MA4L�KTYPE Ifd "" � � ���t ROADBE� MAT 'L � SAND, PLASTER 9, PROVIDE AND LOGATE aTTIG Y�1�1T1�1Cx AS REG2UIRED Bv . � �„� �: �_,� � MONUMENT W WATERLINE W � METER PIT a WALL SHGTION A� CODE . � � � � . ,. � ELHCTRfC LINE � � MANHOLE � � °-+TOIVE vEN$ER � �� .��� ��/y� 4� � � - BATT INSULATION �OOR MAR1G � I�. DOOR SGI-lEDULES IN T�IIS PAGKACsE SET INDIGATE SIZE �+ CsAB LI1VE �' � CATGH 8.491f�1 � � CABT IN PLACE u�r � �� � � co�c+�Te ;�;� �:-:�. raF� in IN3ULA.TION AND T1'P� FOR FRAMINC� INF0�2i�1ATION ONLY. FURTI-4� R J T TELEPI-VONE LINE T i ' o c_ear.� our � �*A�� �� INFORMATION AS TO UJOOD SPEGIES, FINISH AND SPEGIAL I Date: 10.>/11 /�4 CT�' CASLE TELHVI510N -CN � OUTPALL/HEADIUALL � a2m eHEE7rarteER WiNDOW MAhcK O � PREGAST GONGRETE � - ,.. . , HEW STUD REQUIREMENTS TO B� SELECT� D BY OUJNER AND IN7ERIOR � - - - DRAINAG+E LINE ' • • � BHNCHMARIG � pETAfL BLOWUP DESfCsN� R. � I-- � � Q O CONGRETE BLOGK EXISTING TO REMAM I Vroject No : 28�(IS.m� I LIMIT OF i1JORIG PLpN "A" BORINCs LOCATIOIV REV1810N ML>TCH LINE � X EXISTINCx TREE t �N° 'c`''T�oH _ _ _ _ Il . PROUIDE �4TTIG AGGESS PAN� LS AS R�G2UIRED B�' � �'� �� TREE TO BE REMOVE� � v ELEVATION TOP OF PLTWOO� �� � � � sTEEL ( LG. SGALEJ _ _ _ _ REMOVE EXISTING BRGI-IIf TEGT �P� CTOR. GOORDIN�T� � OGATIONS �.UITN j DT3Wll Uy : .. IIG I � TRIAI�IGULATION POINT pETA1L CUT '� MA�� I�� -0 �� - -- � �� - - AI2 ELevancri � CsYP9UM BOARD CLCs. SGALE ) II 1 � � �� � o�,,,,,,,,� ,,,,,�R 12 . PROVID � AND GOORDINATE LOCATIONS OF BLOGKINCs j Checkedby: KS ', CsRAPHIG 3GALE , UJ17N W7�RIOR DESICsN�R ' S BA71-4ROOM ACGESSORIES - _ _ -J ELEVATIOIV9 5 pFxa.win� Tir�e � � � �'�' � I1�lCz TITL � ELEVATION � � �� ���_ � � _ � �, 9ELEGTIONS AND LA1'OUT. � Sheet: �� - - � � � WOODSI � INCs _ __- - --__ WOOD _ 1 � T IF SI NS AUJINCYS d INT 10 N���R �AIL � � � 3. RE � R O SL � R D� C� DR ER R I I � �T„� ,�,�R SP�GIFIC,4TIONS FOR APPLIANGES, CARPE �, NARDUJARE , �oRT� ARROw R��ATeD 4 3 � STOIVE � �LASS PLUMBINCa FIX7UR� S, STONE � TILE , LUOOD FLOOR, UJALL I �ETAIL GUT Q�� Al2 � BuEEiwireEr. I NoRTH BELOW OR ABOVE � CONGRETE, � INISNES, MILLLllORK, FIREPLACE DOCRS, INTERIOR STAIR I �j�jy B�� STUCGO ^ � • 0 RAILINC�S AND 8,471-IROOM AND MILLUJORK � L � �/ATIONS. �,,,` c zooa stii :� - - -- - - - - - _ _ =— - - - — --- =- - --, � , , ; ; � Segerberg Mayhew �` ; , 5� � I � \ I / // � � � � � , � � �� � � � � , ,� & Associates Architects �/ �1IL VILLAGE 3RD � � � �� /i " =� L ❑ T 19 P.c.-A.I.A. � � � � \ - / � � �, �� �� � .s � , , . , � �A - - — -_ T � — _ ISEWER � — — 5 � � � — — � IMANN � LE ����� � \`��� �.� SEWER � � � '�c� '-! '" ; - -� MANHOLE � ARCHITECTURE, _ .-- � _ _ "-� _ - _ _ ' — — '' 2` `_ �.5 � � _ - � -- PLANNING, INTERIORS - - - -r _ _ _ _ _ _ _ _ _ _ _ _ _ nw �e � — —�- — — — — _ _ ._ _ _ N 87° 50 ' W 158 . 0 ' _ � � � �� �:y � � — _ _ - - - _ _ _ _ 1 , _ _- _ _ - - _ � � �"� — — — — _ - - - - - LS�� 3 —� r _ Main Office: Vail, CO % ' — — � � // ';� � ' ' � V� � N 8 _ _ — — — 1000 300 / E Ll ` , �- -� - - - � � - - - - - � � / 1 � 1 ��`� 5 . 0 � � _ - ! S Frontage Rd W, # � I — — — — — — I _ - - - - - Y - - - - - - - - - - - - - - Vail, CO 81657 — — — — — — — — — — — — — — — — _ _ � � I — — — — — — — — — — — — — Tel: 970.476.4433 — — — — — — f- Fax: 970.476.4608 � — — — — — — — — — — / I I I I I I T I n' & PHONE PED � � � I I � ; Denver Office � � � � � 1617Denver, CO�0202e C2 tJ LJ � � � UTILITY 1' � � � F�: 303.623.2262 EASEMENI� TeC 03.6233355 � � I I � / � i i il I I �— --�� I I i info@smarchs.com I I www.smarchs.com � I III / I � ��;\�\\'� I ' i/%1 UT� LITY � � � � �I � I _ �� I � EAS MENT � � � � � � � . 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'� i Hemerallis hybrlds Dayllly 76 �- ,, ' i ED6E OF ROOF OR DEGK � Iris x germanlca 'Port Apache ' Red Bearded Iris , FF �4.i6 A60VE 6RADE E15�T1�o TREE TO Irls slberica Siberian Irfs � � � � i Lychinis coronarfa Rose Gampion so ' � �.66 Lupinus 'Russell Hybrids ' Lupine ,67 6 4� H�6H MAx. �'I � � � Napeta x faassenli Gatmint \ � ' s 60ULDER YYALLS Papaver orfentalls Oriental Poppy \ � ♦ . :, ! pF g8.7� � ` `' � _ .:^ PE� M�ER PAVER DRIVE, Rudbeckfa f1! ida 'Goldstrvm ' Black F ed Susan 3� X � CONC WALK, AN� ROCK 9 y � FF 3b.75 �( � _ _ � ; w,au<;. Salvia x svrperba Salvia �, � � � ' Stachys L�yzantlna ' Sllver Garpet ' Lamb 's Ear (�lowerless) � _ ., _ , �.,� + " j�. ' 38.75 + L16HT�N6�LE6E DJ S�E � ,� '3� � ' 44.08 + 88. 75 + . � � O .� � '� — -� '.� O I + � SOD LAWN % �,y � I / � _ , � F � ' . � ° � � � F 44.98 + � I I �� Revisions: q4,�; I -3� � F . ` " " ' MORTAR SET, BUFF � 44 � -^' — ' T � � DRB SUBMI TTAL 10-II-04 10�0 S . Pt . �� � � � i �"- — — � �' \ - '�` ° � j� /� 38. 7 FLA65TONE PAVIN6 I � � ` _ �(, � � � � 1, 40 � • ; ' � �/ i 38. 75 + 3 . . K � ' � I 4 � , � I . , R; ; � + � . !: •° c 8 � 3RS K , ., � � 1 ' � - 4 .O 44.OB � � :�� _ o. . . �. � � � � _ . � „ . . . + :. � . . t • �. i( . . . � . . - • .�'�� ��� ; � r � . + . � � ... .. .,. . . � . � . . ht /v '�il'4 . • V nr � � � � .+ , I I� `� � : . . Q z ' 4 +,3g , .• _ I — - 44.OB i -- � , � _ __ ___ _ � � IL�I .:,. ' � � ' ' �. . � — - — — ---�— � • + 43.7 / � . ':` `�,'-� � M»1 �, , g� � . __ � �B / / ., . . . .�� •• � � � s . ; �` • + \ \ / � / �44 , �� > ' : .,t � 41.5 . . ' . �; .,� / / � ' TW - .__- 41 w' + � � ' ' . 2 � l ( 3 ( 4 � � � � � .a�s � 4s :�_ _, . . ,. y � . '� � . � �.�� GR�55 S��D MIX ' ' � � _� .�5 . � �s � � � . . . All disturbed areas MountaJn Mlx � � - - i � � i . . � � � � _ � — � _ : .. . •, " "� � ' METAL RAlLIN6 / � : 8� � t;. ' '� -' `' � � � .,�,� . Gommon Name Varlaty � : , ,, � � • /� .� �,.. . • l�D .. .' � � ' � — 105� Movntafn Brome rass Bromar � �' i / .aDarzESS I � � � ° ' ' ' ;• . � � / At�D�'SS •, 305K Orchard9rass g Pafute _\ � � / ,"�'°'�R ( � 12�s , ` 1,4� `:. MARKER � . C. METER � ' . � T i2� .: . . . •: 105K Ganada Blve9rass Reubens 4 . < � .., ; � � , . T �� '' "�''�� � , ! -Y r : . . : . ^. , , . 4� 10� Sheep Fescue Meklenberger ' ` ` _ , .- � � � ; , h � � � � . � � 42 � - ,L : . 4$ $+ � DrawingTitle: 20% 7a11 Pescva Pawn ' • � t- - - - � . �' ;. : . ' / i '�� �'� � � � � � � \/ � J ' �. � : � I05i5 VYlnter Wheat >. s�� � .••. �'` ��6 � � \ : ,, Ep p . � ,m. . � . . . . . . y �,. , \ .: ,,, . , ; P Ro � : . .. . . ` . � :.. . .:. ; . . . :� . . . � .� ' —.. , — , � . . , '. . . h � .. '. . IOAS T/moth Glimax qf, ~ . , .... y � �� � . l .,,, :,\ . J r. , . , .. �� � , .. . �` �_ . . .. : . ., , . ','. ELEC. TRANS. PH D � D PlantingRate. 50 pounds of pure Ilve seed - - - � � � . � - �� �. ,� �, � . , . � � �N , � � t � e� _ - - _. � ,- . • •, ' ' ' PE LANDSCAPE , .. _., . ' per acre . Substltutions must be � "� " � ," , � ♦ _ � �" ' � ' , � '� � ` — '� `� T ` 8245,4 ,. , . . .. . .,, . . approved by owner. 8 � �.3 + - - - - - - - - - . -, - - --� - :. � � ' PLAN � ��` �I I � � 8246J ,� M In add�tion to the seed and wildflower mix, the 4q + 8248,3 following will be hydrosprayed on all dlsturbed 8250,3 48 areas : 8253,4 50 TUMBLED GONG. INTERLOGKIN6 PAVERS - Da[e: WINTER BLEND GOLOR - HERRIN6HONE � p R E S T R O A D Appllcat �on rates per acre : '1 PATTERN NU SOLDIER GOURSE BAND I100 Ibs . B�osol Organlc PertiUzer 5� GOLORED (`fAl� GONGRETE Project No: 200 Ibs . Tackifler BAND 200 Ibs . Wood Plber Mulch EX15TIk6 DEGIDUOUS 80 Bales Strarv Mulch TRPE TO 2EMAIN. Drawn by: �. � ' ; Checked by: L 161-fTlN6 L�6FND ! GOMPANY / Shect: TYPE QTY. GATALOG # LAMP GOLOR � PATH LIGHT 6 SHAPER LIGHTING 50 WATT INGANDESGENT BRONZE �iND GOPPER � �� 902 BOLLARD, HI PPED HDOD � REG�SSFD 0 4' 8' 16' � WALL / STFP LIGHT � �'�R�FGTLITE 5 " X 10 " LOUVERED FAGE PLATF BLAGK SCALE : 1 /8" = 1 '-0" NORTH NL - 6877-2 40 WATT fNGANDFSGENT CO2004 SMA _- - _ __ __ _ _ _ _ _ . - ------ - -- -- -- - - - ... _ _ _ _-- - - - - - - - - --- -------- - - - - --- - _ _ - --- --- - - - - -- - _ _ _ _ _ _ _ _ _ - - - - --- ------ - - l I Segerberg Mayhew & Associates Architects I P.C . -A. I ..4. i i ARCHITECTURE, � PLANNING, INTERIORS ' Main Office : Vail , CO 1 �1U0 S Prontage Rd W, #300 Vail, CO 81657 SPQ TeL 970.476.4433 Pax: 970.476.460R SPA Denver Office 1617 Wazee Street, Suire C2 Denver, CO 80202 Te.l: 303 .6233355 P�x : 303 .623 .22C2 infn�u?smarchs.com wwwsmarchs.com 123'-5" Z�_0�� 24'-m�� Z6 _8�� 3m�_�� �� �8�-6 �� �4 _0�� 9�_4�� ll'-3" 2�� 13�_6�� � � � - - - - - - - - - -� PATIO I � � � +E . - - - S Y.-' �u ❑ � � � � . --_ -: � . . . . . .. 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EL A70R � , - -� I ELE OR EQUIP. � s �� • - - - - - - -� � I � � I I re - - � � ' � , �,� c o � a ... � a �n � � , . . . .:.:.. .. ., _ ..,�..., ,. _ � I r . � � ` LAUNDRI' � � . _ _ .. . ._ ,� , ;: , .: u�- • �: ; ;� - - - - - - �I I '� , - ., _ , . , , i i � uP - - - - - � I I I � � �' ' � � � � � LAUNDRI' I i � j 5 ? i � � . I � EXERUSE � I DN _� LOLU S7ORACsE � I � � - - � .sz -a � I I I - - - . . : :� . . _ . �, — — — — MEGH. FAMIL7 ROOM I � � � I II � � " I I I � MAST�R BATNROOM 2 �� ' s � ? ;_ - - - _ _ _ _ _ - - - i ' � Reviaiot�s: � ; - - - - � � rs � � — _ _ - ��, DRB SUBMITTAL 10- 11 -04 ` ° - - - MEGNANICAL o ; � @ � - - - � � - � ' - - - - � 0 i n; � — -- - j `� — - >: I I @ I e :� I � I I , I a �� � _ I I � � I � I I � �- - - - - - - - - - � I Drawing Title: L - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - z �_y�� ��_il� 3'-a�� LOWER LEVEL FLOOR PLAi� 74' -0�� 9'-B�" l'-�2" 12'-l" 14'-0" Z� '-�" �9'-'-a�'t° 13�_10�� � 123'-5�� � �� 5 � Q j � � �����" � .f� � I ' _ - - -- ' _ � — ' � � � 6 �' •�� — �� � � � � S f = j � � `` , i Date: 1 � ! 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J ARCHITECTURE, i PLANNINCi, INTERIORS Main Oftice: Vail, CO 1000 S Frontage Rd W, #300 Vail, CO S1657 Tel : 970.476.4433 � Fax : 970.476.4608 Denver Office 1617 Wazee Street, Suite C2 Damer, CO 80202 Tel: 303 .6233355 Fax : 303 .623 .2262 info@smazchs.com � � ww�v.smarchs.com 123�_5 -- - _ -- — --- — - - - — �I �� _��� 24�_m�� pb�_8�� 30�_ �� �� 18�_6 �� 14�_m�� 9 _4�� s�- imY° a�- m� S�_�m��� ���_3�� T" 13�_6 �� DECK � � - � �., , . . x�. ,r i D�CK � y^� � �� - \ ' r " � � � i � -� Q O e0 � �'-wa" � � ; N I' � � F�1 I DEC :�: ., �, - ,, , � � O -- --- - F-�-�I � I� � _.� . wu �s � � `�,fl ' @ O ii � ' ro � y - i � /� � l r . , . _ � . . =m I V 1 F�"1 \ � , 0� ! i m 3 rTl � . Ol I _ .a �.n � � r ' O � I LIVINCs I � ' �� ` �+� �, I ' I M T — -- ---- � l I AS ER (�� � .Y� � ,� I LIVING ' BEDROOM - - _ �.,. ----- `� `� O V , �� F,,,� d y ; � � � ii n` DINfNCz � � � �—I , N � �, ; I ' I � �� - - MASTER - � ' I M � - - I - - - ' `�t BEDROOM � �� � � �a;� � I , ; ,. � . :.. . . . _ . I , � ' __ i MASTER , _ � � (o •34�_��� •34�_�� I CL S�T� RA7HROOM I e I � - �' ; � — , �� � 1 -. � � �� � � UP I UP 8Re1�� � � - - -- -- - - - �- - - - - - - - - . ,. ...- . . ,. - - - - � , — — — — Tol y _ �.. . � ��� � ,, ... 1k n: � . �,�r r . . , r?� .. . ... . 3, r .',,. . .. n i x^n� 9u.r uP . ..:. . �, '� � `"';�� POWDER 2 '`� ' � � s � . , �, ' YAT � � — , , R� � ,. . , . �N � , . * „ ,a ; S _ � � - � � ���,� � � �� MASTE � — E vAT ° MAS7ER 4 �� MA9TER ' � � I CLOSET � � _� ` � � I GLOSE? CLOSE7 I KITGHEN I ` I- — O � ,� � � � I ' O DININC� , �� I ' , . . . .. ..: � �. � .. _ .. . � . . � � '\\ . � � � ` � � � � � �: I / � � � � � � � , , ` ` . ; / — DN I , i� �f II \ � � � � � , ° ° � I _ � � v, Bi� e ll � � � � �� i ���r j � �� � I BuY�.�R��J � � - - - - `- /�, �+ �, � / 29�_5�� � \ �V�� 1����� � � � � _,..,:. .:- . . _ _ .- - \ -_.. � . . __ _ .. . . . � / �- - - - - _ . � ' —_ _ ., . _ .�. — _ �: i � PAN7RY I I _ ��� ' � � �� � B�DROOM � - - - - MASTER - -- - �' „ - - - - - - - - - -- - - - - - - - � �, � � � � - - - - - - Revisions: � - - �- - � � ���`,:J BAtHROOM � � � � � - - _ _ - - - - - - - - - - -- - ' , _ _ r � a � - - - - �� UN�XGAVAI'Ep �, DI2B SUBMITTAL 10-11-04 � _ _ - - � - � - - , - �� � � - � .� '�� �� ���� o � ,� � ; ' - - - - - - � �- -� ' �� _ ,- � _ - - = 5 �;�'�� - �) i i i i nR � � � , _ _ � �� � � _� ��� �� � �� ll�� � �, BREAKFAS? KITCNEN pN - - - - - \ ``���' m � � NOOK - -- -- -�-- e � � PANTRY - ------ I I - i � � 0 i - - � I I I - °'r p:' . 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' .� � /lI I I � .// I � I //��� I �J�/ (�^J� �T�°) II` //�.�� }��,\� < I � CWSTER 0� / \ ` � �j" / I / , ., � . ...� 49 Wd ' . 1( Fh� l—'t 1� � b" \ � !-9 � � I v � � — � !� 1'—t � I � I i ::..�.-,u�o� . _ , V l � . v , P - - - - - - - - - - - �wussccz — ' � - - - J , s,s � � � � � � k� � � � �. —/ ` 2a.z / \ _ _ _ _ — __ _ -_—_ _- - -- . _ � �M1 � I I i ` /� n �yy���(� G / � I . � \\I / � I / , \ �- � i �� � �_ �� � � � i �\ � b� 1� LNN�DING �� � _ __ - � � I� Y " ✓ �W�� . . /� �. I � :-...�� ' . h t . . . . . � . .. . � � ,. �_ � � � � � � � � �—_ — — _ - - 1 R�V 1S10I1S : A B C D E F Cs N I J IC L M N O P Q R ;� 2 I � � � �� � � I ,� � � � � �f � � � � � � � � � � � � ,�� � DRBSUB:�] ITTAL 10- 11 -04 ,. f\ -- -- --- � � ❑ � � ❑ O L� 0 0 0 � v a D _ �� _ _ _ _ __ _ _ � ���, � � ������ � � i � � � �'� , __ � � � _ _ _ __ _ ____ � � � C __ _ � _ _ �� ��� ' b5 .15 .18 .49 .46 .44 .44 .il .18 .II �7 .10 .29 50 53 30 .05 .00 � ,; _ �, — - �- --- -- — — - Drawing Title: � I , SQUARE FOOTAGE AND SITE COVERAGE CALCULATIONS � � ; ' _ -,_ ,i � . „ ' - � � C� 0C� ❑ 0 � � �. � ,� , . � �L < < � J � U �� � � � . � � � � u — � 'n ' �� ,- �; � � ' _ '` � ,��` ` '- , . . ,_ _ \ Y W X 7' Z AA DD EE f� GG NN II l i� �� .'��_� _ . „ '� � � � ,;,, � � � �� � o- � � � � di , c-- JJ � � ;, 24(o I 5.�. I(o I I S.F. �-- � � _ _ � • v = `°��� �'�', ',� _ ' �� , � . :�,. � ���y � :ti�,. , � . � �o... � �, , ., � Date: 1P�/11 ; L � ,° - � ,% I � � - - - -- - - project data index to �rawinqs ���, Segerberg Mayhew I Ot�IER ARCNITECT STRUCTI,IRAL ENCsINEER LANDSGAPE ARGHITEGT CsENERAL GONTRAGTOR a� .r� cov�r� s��� r ' GODE INFORMAT I ON : & Associates Architects CxTNT INV�STI"IENTS, LLG SECsERBERCs i"IAYI-IEUJ KRl'1 GONSULTANTS DENNIS ANDERSON a ASSOGIATES SUNDER, ING. - SURVEY P.C.-A.I.A. 2mm3 I .R.C. �.o. Box � 9a t ASSOGIAtES ARGNItEGtS Iml EACsLE ROAD - BUILDINCz 6 FO SOX 138� PO BOX 1393 L�4ND3G�4PE TUJO FdTI'1111� � U1E � � IY1l� MINOT, NORTH DAKOTA 88702 I�o17 WAZEE STREET, SUITE C2 AVON, GOLORADO 8162m EDWARDS, GOLORADO 81632 EDWARDS, GOLORADO S1C� 32 TEL ( �(I>I ) 852 - 5231 DENVER, GOLORApO Sm2m2 TEL ( 9lm) 949 - 9391 tEL C9��) 926 - �2mm tEL C9�(D ) 39� - 1885 L - I LANDSCAP� PLAN with �ully Operational Sprinkler �''J� StE111 FAX Clm1J 831 - I��Z tEL C3(D3 ) 623 - 3355 FAX ( 9l0) 949 - 15'll FAX C9��J 926 - � 2(I�I FAX C97�) 926 - 1932 RE : DRB SUBMITTAL GONTAGT : ROC��R ?OLLEFSON FAX C3m3 ) 623 - 2262 GONTAGT : TIl"1 1-l�NNUM/JEFF NOPP GONTACT: DENNIS ANDEf?SON GONTACT: J .P. SUNDERLAND t� �� /� � � SIT� GOVERACz� = CONTAGT: KURT SECsERBERC� EMAIL : TD�I�KRMGONSULTANTS.GOM EMAIL : CAAIgGOMCAST.NEt EMAIL : QRG}� I I �C 1 1�FIw� � ARCHITECTURE, � SARAI-I MIiG1G�LSEN -iGRIGK I PLANNING, INTERIORS LOT AR� A = 23 ,m�8 SF . EMAIL SMIIGKELSEN�SMARGI�S.COM A2 .� SITE PLAN _.. _ _ _ 7. m�o MAXIMUM = 4(01 �o S.F. � A3.m LOWER L � V�L FLOOR PLAN Main Off'ice: Eagle-Vail � W� S7 UN I t = 2 4�0 4 5.�. 101 Eagle Road - Building 6 �:. A3.1 INTERMEDIATE LEVEL �LOOR PLAN wvon, co si6zo ' -': EAST UNIT = 2152 S.F. A3.2 ENTRY LE �/� L FLOOR PLAN Fa�c: 970476.4608 � TOTAL = 461�o S.F . A4.� ROOF PLAN I A4.1 ROOF D�TAILS DenverOffice AS.� BUILDINCx � LEVATIONS � 61 � w�ees��t, su�c� cz � Penver, CO 80202 j A�✓.1 BUILDINCx � LEVATIONS Tel: 303.623.3355 � � Fax: 303.623.2262 , � ANDSGAPE AR� A : A6 .� BUILDINCz SEGTIONS i --- _ _ LANDciGAPINCz 1 �,m83 S.F info@smarchs.com I PATIOS/WALKS 1 ,2D1 S.F A6 .1 BUILDINC� SEGTIONS � wwW.smar�h5.�om I LANDSGAP� AREA = � (I�.5�o A�o .2 BUILDINCx S� C71oN k ExTERIOR D � TAILS I � A63 LUALL SEGTIONS C�ROSS RESID �NTIAL FLOOR AREA CC�RFA �: A� .m NOT USED I ,�EOf Cp(� AS.m DOOR 8 UJINDOUJ SCI-4� DULES i �~p , O NOTE: ALL SF GALGULATIONS ARE TO Q�IpE FAGE OF K � I A8.1 IUINDOUJ, DOOR � SIDINCx DETAILS ' STRUGTURAL FRAMINCs PLTUID, OR GONGRETE WALL. A9.m LOLU� R LEVEL SGNEMATIG ELEGTRIGAL PLAN * S RG " 9 � ,55m SF, aLLOUJABLE ,49.1 IN7ERM�DIATE LEvEL SGNEMATIG EL�GTRIGAL PLAN � l �,~ ' (o �/4m = 4�✓3(d S.F./3(I�2m S.F. ,49.2 ENTRI' L� vEL SCI-IEMATIG ELEGTRICAL PLAN i r` I sED AR�N��� � U1EST DUPLEX CPRIMARY �: Alm.� LOUJER LEvEL REFLEGTED GEILINC� PLAN '. LOWER LEv� L 24�09 x _5� = 14m� B.F. AI (I�.1 INTERMEDIATE LEV� L REFLECTED GEILINC� PLAN , � INT� RM� DI ,4TE LEV� L 2129 S.F. AI�.2 �NTRY LEvEL REFLEGTED GEILINCx PLAN ENTR�' L � 1/� L 1197 S.F. T07AL 4� 33 S.F. - 6mm S.F. �OR C�ARACxE , J TOTAL 4133 SF. ; ��C� i � APPROVED STRUCTUR.4L �r T�, � C� t � � Bui ding S fety and Inspec�tiopaServ ces W 3 � � � 0 �� V I �0 � � '�Q�4NOFYAJI� Sl C��NERAL NOTES AND FOUNDATION SECTIONS Q O EAST DUPL � X � SEGONDARY ): �cos. �f ^ Section � � r 1 LOW� R L � vEL � G� � � X .rJ� = 9IS 5.�. �_ InternationaiBuildingCodeM4ernationalResidential 52 FOUNDA710N PLAN Code Validity cf permit. Tho iasuanc� c� ;r._:'.:In7 rf � pr�--� _ha41 �� � h�1 lNT M IAT V I � `� I S.F. notbeccnstruedtobc � permittcr, ac� a •-'�-� �.s, �'�! � �::'0�' °� S3 MAIN FLOOR FRAMINCz PLAN � DE7AILS O � R � D � � � � � �� I �. CO � Ofi�� l� 0 , � P-� Pr• � / any of th� provisions cf this c�do cr cf cny cthcr crC;n�-:a c1 ��- I ENTR1' L � v� L 883 5.�. . . �'S � S4 UPPER FLOOR FRAMINC; PLAN k DETAILS I urisdiction. Pemits pr��umin� to c�ivo afhcn?/ U c:..!=t- c' �=-==� �he � � � � j � .�•,.� c.:�., . .c; be � 1i �0 �c'f �Y� provisionsatthiscod� crothcrordinsr��� �1 ; '•- 1'= .=- �•!,_, .__ _ . _ nd 55 ROOF FRAMINCs P�. AN 8 DETAI � S � ��� I -ro-raL 3592 S.F. ��- � vahd. Th° issuznco cf a permit C��ed c� c�^�:ti�-� - _ O otherdatashallrctprever.tthetui!dingctiic.: l ,:'�-� ��5���� � ' ' mF Qu4w�`�� �j(o D�TAILS � - � �m S.F. FOR C�ARACx� correctian ot errors in the construc�ion dccc-�cn.� �'� o:�=' t'=' �ne TOTA L 2 gg2 S.F, building official ia also authonzed to prevent c�cupancy cr c�� c� u � I � � structure where in violation of thi de or of any oiher ordinanc�s of � this �urisdiction. w O _� DATE: J S I pLANS EXAMINER: �I � l M �...,� `J i i W . To A� � A�!� I I I � J �' � , !� i � � l F+RE SPR�f-5 I � T � F�1 II I �+�i H � abbreviations ' � N � c� � ABV ABOVE BAF. BO??OI"I OF FCOTING DPR DMIPER FAB FADRIGATE GLB. GLABB BLOGK LAV L�IVATORI' N.TA. NOT TO 9C.ALE orr. cawrmn BPKR BPENCER UBL. INIFOFM BUILDING CADE O I AfF. ABO�£ PINI9HED FLOOR BD9. BOitOM OF BTEEL OR BOTfGM DP DdYIPI�'JOFMG FD. Fl+CE DRIpC GLU-LN'I GLUE-LMIMATED TIMCER LH LEFT HM1D Np. NUMBER (yT C1UA102�' TILE BPEC BPECIFICATIGN !B) UM.C. WIFOIe'I MECHMIICAL CODE I A9L ABOVE 8U9PENDED OF BLAB DL. DEAD LOAD FA. FACE OF (y8. Cdt.nB BAR LHR LEf7 HNJD F�VERBE 9pGPT BpRiNG POINT UPL. WIFOPo'I PLUHBING GODE GEILING gOLA BOTfOH OF WALL DEG DEGREE FpG. FAGE OF GONGRETE (s1¢ (spApE, G�i.4pING L LENGTN 9Q 9f,M/ARE UON. 1?lLE99 OTHEItlU18E N07ED ACC ACCE88 B.TL. BRITIBN iNElil"IAL IAll1 DEM DEM�OLI9N, DEMOLITION F.OF. FACE OF FMI9N GFRC. GLA88 FIBER RERFORGED LW LIGHTILEKsHT ppg pggC�p� 9F. 8G1UAf� FOOT (FEEi) URJ 11RINAL � OBB qgT RABBET, REBATE I AP. AGCE88 PMiEL gRZ gFd7NZE DHT DEHd1NiABLE F.OM. P4GE CP HA80NRY C;p.�CqE7E LWC LIGHTIEIGHT CONCRETE OL. GN GEN?ER (9) 9iB BiAGKED BTLD9 AC ACOU9TICAL BLDG BUILDING D DEPTH, DEEP FDb. FACE OF 8TUD8 Gy� ��pqyp� LMBT LIIME9tONE ppr pp��� �� R��� 8b. BTAINl.E88 9TEEL � ?;,-. AC.T, qGOIIyTIGAL TILE BL.R BUILT I1P ROOFMG DRB. DEBIGN f�V1EW BOAI�J FA8 FABTEN, FABTENER ��Qp Gp�p LF. LINEAL FEET OJ87. OP£N-WEB JOIBT RR R4ILROAD TIE lTIMCEIQ7 8?p gryJpq� YH. VAPOR BO�RRIER - AGR ACRTLIC PLABiIG DTL DETAIL Ft1D. FEMININE NAPKIN D18F'EN9ER r�i CsIgJUt LNTL LINiEl ppp ppp.pg�7E F d 1 1� R A M W A T E R G O N D U G T O R 8TA BTATION VAR VARJIBN ACD ADDENDUM DIAG DIAGONAL FNR FEMINME NAPKIN F�CEPfACLE LL. LI�E LOAD fCi°T RECEPTACLE -. C�G, CaUlYaE OPH. OPPObIiE M?ND 0TL 9T�L VNR VENEER � Y���=•- '. ADN ADDITiONAL DIAM DIAMEiER Rd FENCE LVR LGUVER �� ���� (aTp GTP&➢'1 OD. d1T91DE DIAFIETER 8T 9TONE y.TR VENi rHI�IY.aN I�JOF . � .,�'-^? AD11 ADNESIVE CAB GADRJET DIM DR1E1J8ION FGL FIBE%aLA88 OFBLI. OUT9IDE FACE BTJD WPLL �- �T'��E, �F�ER TO: 9TOR 9TORAGE !V) VERIFY 1� ADJ ADJACENT C,t� GADHIIAM DW DIBFNIMBMER F.V. PIELD �ERIhY IiFL I�F4ECT IEDI. lIVE). (OW �� ADJT ADJU9TABLE CANT CNJTILEVER DIe DI8P08AL FM RMI81-I (ED) � NARDDOAI� O/O GUT TO OUT � ����T� 8D. STOq-I DR4M v.IF. vERIFT' M FIELD a � AGG AGCaFEGATE Gpi GAW'ET lED/ DIV DINBION FF. FMIBHED FLOOR NDW HAFmW4I� � MANNOLE OA OVERALL qEG IiEG19TER 8'fR BTRICTUROI yE�QT VER'fICAL � A/G AIR GONDITIONMG CgMT Gq9EF1EN? DR DCOR FA FII� ALAR� 1�I� MARDLE � (Ew � �����. ����� 9UbP S8U9PENDED ICAL) VEBi yEglatl F�IP JOMT FILLO HARDU.bOD REUF FERF02GE (D). (MG7 ' ALM ALAR1 G.IP. GABT-IN-PLACE DBL DOl1DLE FBRK fl/� BRICK � �� R.GP. I�RFORGED CGT1CIffTE PIPE II i .4LT AL?EIRJl+TE C.I. GA9T IRCN DA DOUOLEACTMG FE. Fllff EMINGUIBFIER NDR HEADER M.t. MAIG�LE 11LE �� �yQ� 8YN 9YNTHETIC VM VMYL ,.� ' ,q� ALW11W1M CB. CATGH DABIN DH. DdJBLE W➢Ya FEL. FIpE EMINGUIBHER GABINET M� nA��� 8T9 8T9TEM VLB. VMTL BABE � �{�� HTR HEATER fP) PAINT lED) REO REd11RED MO. MA90NRT OPENING VL.T. VM7L GOHPOBITION TILE z�' HTG IffAiINCa p�2 pqlR RE91L RE9ILIENT � I AL.I. PMERIGM! GONGRETE !G) GAULK (MG) DiA DOVEiAIL ANGNOR FNL. FIR£ H08E CADINET MATL MAtERIAL !8J � P�L VF. VM7L FABRIG I H.vAL. 1ffATING/VENTILATING / AIR RET FETUIa. 'c"� !�'.' IN9iIT1TE WR CEDAR DN DOLLN FPL FIflEPLACE MAX MAXR'NM �Qq. F�ETUqIJ AIR V.T. VMYL TILE � � I � D8 DOLLNBPdJT F.VL. FIIE V4LVE CABR$T CONDITIGNING �� ���IG� PD. P.oNIC BAR MDD TACKBOARD VIUL. YMTL IIWLL CAV£RING AIA AMERIGAN INBtITl1iE OF CLG CEILING P.ID. PAPER TOLLEL DIBPENBER ! Dl�l DR4M HD. FFAV7 DIJ1Y Iffv I�vERBE, REVI910N ARG�IiECTB GEP9 GEMENT FP FlR£PIaL�7F HL. MEDICINE CABI�1 TEL 1ELEPN�JE VJ. V-JOMT (ED) NT FffK�HT P.TR PAPER TOLLEL REGEPTOR R1�. RIGHT HAND AJSL. PMERIGM' INBTITUTE OF C CENTIF7ETER !B) DRHD DRAIWK� BOAI� FRi. Fllff-RE818T4NT TI�ATED MED MEDIIl'I ROIU. RIGFlT Gf LLWT N TELeV1910N . - 9TEEL CCNBT1alGTION CM.T. CER41'lIG H09AIG TILE D.T. DR4M tILE FRI. FIIE-I�TAI�ANT �. �LLCW C01� rypR FEM6ER PAR PARALLEL T�ryp 7EHPEI�D, 7ElypE ,Rq7Ul� `. AN8.1. AMERICMI NAiIONAL 9idNDARDB GT. CE�71C TILE W7R �RAUER FIX fIMUI� �� ���� �'� R R18ER WKa DRl�WNCa PBD. PARTICLE 80.11� iL. ?E1�'/+ GOTf4 RJBTItUtE CHAM CHaVFER FLG FLABNMG M'OR.1 FIOQIZC,Idil+L Ml FIET� PfN Pl+RrITION RD. R'J:�F DR4M Ab.TH. AMERICAN 90CIETl" FOR ?EBiING CHR GHROM��!'� lPLA.TED1 DF. DRINCRI: FOIWi4M F�JC RExIBLE N�D. H09E DIO rFH. i2�OF NATCN TZ TERRALZO �IpGT WAIN9C0T MTFR FETAL PJRRRXa PvHi PAVEMEI�Ii TFYC TNIpC lM1E80) WN. WkLL FNA1: HLW. HOT WATER HEAtER pED PEDESTAL �' ��R"Y' THR TFIRE9HOLD WPR WALLPAPER M1D HA7ERIAL9 CIR CIRClE DIU. DIl'1B WAITER FLR FLOOR lIIY.+1 MRD FIETAL R?OF DECKMG ADA NIERIGPNB WITN DIBABILITIE9 GIRG GIRCI➢'1FEI�ICE PL.GO. FLOOR GLEANOUT M ME1ER !9) �� ��'�T � � �N�� T.P. TOILEi PAPER HOLDER W,TIU. WALL 20 WALL �_=��p w � �� qC7 CL. CLEAN d1T FD. FLOOR DR4M �-IEZ I-@u,M11NE �� ��ATE ��� i.PiN. iOILEt PARTITION W.C. WqlER CLOBET V7G�\Gli�� MGL INGLLLDE (D7, fING) PER PERIMETER R.+. ROWN BALLN 70L TOLER/+NCE WP uA4TER'R�DaFING AWG. M'�ERIGMI WI�E GUAGE C�R CLEAR (ANGE) F/L FLOOR LINE MM MILLIFIETER �8l ' REO IPFOIB'IAiION PN PHABE RB. RIIBBER BA9E TKa TGtYUE M1D GROOVE WR WATER IiEPELLENT � y� fy.�GNpR ,(y�CNpR/y� GLOB GLOBET FPL. FLOOR PLATE ID. IN81DE DIN'1ETER �'1�K MILLWOf11C p�g PLABTER RT. RLBSER TILE 7�p 7pp ,GHp �p77pM iyig �µq�Rg7pp 1 . ALL DIMENSIONS ARE TO �AGE OF STUD OR CONGR� TE qg, ANGFIOR BOL1 CL8 CLOBURE FLUOR FLUORE9CENi MM MMIMN'I i IB.G. IN0IALLED B7 GGNtRAGtOIe p�AB pLABiIC 7pB. TOP OF 9EN-1 IUT U.EIGHT ANOD NJODIZED GJLL COLD WATER FJt. fL�JBH JOINT MIR Mlle¢OR _ APPD qPPROYED �� ��� EA EAGH FTG FOOTING I.pD. INBTALLED BY OTFIERB MIBC HI9GELLNJEOU9 PLAM. PLABTIC LAMINATE TpG_ TOP OF GONGI�TE WJUF. LLELDED WIRE FA9RIC UON. ALL � XTERIOR WALLS TO BE 2xro , UON. ALL INTERIOR APP APPROXIMAIE COMB COI"IBIN4TION MBUL IN8�.ILATE lD), llpl) PL PLAiE gpGy g,E�7t' �qg9 1DD. LOP OF DR41N LL9�B. WIEEL 9l7'1PER EF. EAGNFAGE � � MOD MODULAR II ARGH qRGNITECT NRALI ��T G�P�NT EAU. EAGH WAY FDN FOINDATION MT INTERIOR HLD HOLDMG r'� �'4TE �'�' 9D8T BMIb9TONE TDF TOP OF POOTING W WIDTH, WIDE UJALL ARE 2x4� l.lON. AD AREA DR41N COI"�P GOI'll'OBTIGN (GOFiP091TE) ELEG ELECTRIC !AL) FK FRAr'IE lD7, (MCs) MTI"� MTER'IEDIATE M M�T (�) P/L PLATE LME g� g�� iAM. ipp OF HA80NRY LLOO WMDpU AUT NITOMATIC COMPR CGHFRE8.9 !ED), IIONJ, CIBLEI EP. ELECTRIGAL PANELBOARD PR1'R F�EZE PROC�F MV IN�£Rf (ED) �77D MapJTED PLY PLl'I1100D (97 3�ALMli T.OPL. TOP GP PLATE WG. WIRED GLA89 AKs AvERKaE C�C C�C '�TE EJLG. ELECTRIC u14TER COOLER FA. RFE9N AIR Mpy MO�ABLE �T �i 9TG 9EAiMG TAPLY. TOP OF PLTLLCOD yy WITN GHL. GONCRETE MA,°iGNR7 UNIT El EIEVATIGN F.10. FURi19HED M1D INBTALLED ry� MI1��IGN � �� 9ECt BEGtION TAR TOP OF RIDGE W/O WITL{p11T 2 . ALL FIREPLACES TO MEET LOCAL AND STATE CODES �� Revisions: COWJ GOP➢JECiIGN ELEV ELEVATOR B7 OTHERH J.C. JMIITOR'8 CLOBET �,C, ryqTICNAL ELECTRIC GODE A'�� ��rvINYL GHLORIDE BFITG BHEATHING iAB. TOP GP BLAB yp wppp C /� I � �B'4�ENT CONBT GON9TqJGTION EMER ETTEIRiENG7 FB.O. R11�118NED B7 OLHERB JT JOINT �pq, µqilONAI. FIRE F'R�TEGTION PE. POf6ELAM ENN"�L 81.IT 9HEET TA$TL. TOP OF 9TEEL Wg, �Jppp gqgE INGLUD INC�s ALL AGGESSORIES� r IR� RhiTIN�S, � TG. DRB SUBMITTAL 10- I 1-04 I � �q� C9.i. GON9tFd1CTION ET1CL ENGLOBE (UF�1 RJR R1RIffD (ING) JF. JOINT FILLER A980CIATIGN P09 PObiilvE. P091TION BM.R SHEET MEMBRNJE ROOFMCa TALI. TOP OF WALL �lpT. IWpCING ppMT BPEGIFIGATION9 INBTITUTE EQ EpWqL FUi R1il1RE Nq,T ryqnq,p,� P.T.G. P09T TEN910NED CONCRETE BMA.CNA. 3HEET METAL � AIR T1D. TOtAL LOAD lU,I. UA071YsHt ItiON eEr eeTUee� coNT coNriNUOUS or+ coNrnyue EOIlIP eaw�r rw r�w �B �++� caHOinornr� coNnQacroRe TB. TOLLEL BAR PROGRESS PRINTING l -6-OS BVL BEVELED GON1R GONTRAGT fOW E8T EBTIMATE � K���'4� NR N018E REDUCTION PGF. POINDB PER GUBIG FOOi i•yq71qJ,[y A880GIATION TL. TR.4GK LIGHiING 3. CsANCa 70CzETl-IER v�N7 STAGKS AS MUCI-I AS POSSIBLE BIT BINIINOUB CJ. CONTROL JOINi EXG EXCAVAIE KIT KI1CF$N �L ryp�gE �p�7�q.� PLF. POIAlD6 PER LINEAL FOOT g.v. SNEET VINYL FLOOR COVERING TR TRl+IJ°.�UH �/ 7 C * � /� T �, I PRCvRESS PRINTING 3-4-OS 6LlC pLpCK GPR GOPPER EXN EXNl+119t GPYI. GALLGV9PERMIPAITE � ��'�T COEFFICIENT P$F. PqND6PER8f.%IAFEFOOi 9?� SRtILAR T TFEAD � '�'�E TO MINII IILE ROOr P� I �I�TRhil IOIVS. I BLKC BLOCKMG GOR G01�711GATED !E) EXI8IMG GALV GALVANIIEO NpM NOMINAL P8.1. POWD8PER9WARE MCN 9H. SIK'aLE WAYa 11"P T�PIG4L � c�.ERU� ��. PERMIT SET 3- 11 -OS BD BOARD C7R COUNIER EB. EXPML910N BOLT G.I. GALVANI�D IRGN N.G NON-GOR%JHIVE PCL. PI�CA9T CQICRE� 9KY 9KYLIGNT [ p.1/JNE� � `B` "''E` � ��"� "'''� 4. PROVIDE ELEGTRICAL NEAT TAPE FOR ALL CsUTT�RS, ! B9. BOTN BIDEB Gb GOIA�'TERbINK EXP EXPAN910N G.98. GALVMIIIED 97EEL 9HEET NM.T. NGN-METALLIC /'IGEFAB PFiEFABRIGAtE (D1 8L 9LEEYE B1U. BOTN LLNY9 GRS GOURBE (0) EJ. ExP.ONBION JOINT Gu1CT GA9ICET !ED) �'� ��T�r (NP.1 NO PAINT PRJ PREF�Ni91-IED BJ. 9LIP JOMT UG �pIpERGUT CONSTRUCTION Lao Ln�DER m raoa�c / Gl,e.r�reR I COORDINATION SET 5- 17-OS BOT BOTfq'I GRG. CR'JB.S GW+IN EM EXTERIOR GEN GENERAL Nq. NOT APPLIGABLE, (4VAILABLE) Pb.G P1�811�98ED GONGREIE 8D. 80LID BLOCKING W IINDEF3'aROIfND BAB. �TTa"� � �� CF. G1BIG FOOT E.IF9. EXIERIOR INBULATIqJ M1D GL. C�NERAL GONTRACT !OW �$� �'�' ��T N.I. NOT INCLUDED PROP PROPERTY 9L. 80LID GORE I11. IMDEI7IURITER9 LABORATORIES � D�� DOUJNSPOUTS AND OTI-IER PIPES AS REG2UIRED . � g,p,C, BOTfOM OF GONCI�iE 4Y. CUBIG 7Af� FMIBN BY81EM GL GLA89, GLAZING LAM LCMINATE (D) µIG. NOi M GR�IiR.QGT PL. PROI'ERiY Lllg 9P 90UNDPROOF UTF IAFMI9HED M NUMBER 5. GONTRAGTOR TO GOORCINAT� ALL D� SICzN/BUILD MEGI-IANICAL AND ELEGTRICAL EQUIPMEN7, DEvIG� S AND UJORK. ALL MEGNANIGAL , ELECTRIGAL k FIRE PROTECTION sii�,e plan s�{mbols - architectural s�{mbols 111�r1a� 51�111b0� 5 TO BE DESICzN/BUILD . SUBMIT DRAIUINC-�S FOR R�YIELU BY � ARCN ITEC7. I PLAN • BEGTION 6 . R� : AS.m FOR UIINDOUJ AND DOOR SCNEDUL � S. � "� y"�' EX1871NCs FEATURE PROP08E� ExIBTINCs PEATURE PR01°09ED i fill_=11 � I n - . EARTH PL7W00� _ � HUIL� ING SECTION 2 4 eWLDRU+ lEC1�oN ROOM NAME, �. _ -� -� GONTOUR - � � 3P0T ELEVATION � �PLAN) A15 AIB �R AN� NUMBER � pi ���, '� "°"' "'°'"E - � . ELEVATIONS SNOU.IN ARE T.O. PLYUJOOD UNLESS - - - -� � I /� WITH FINIBFIEB. � � - � , '� - - - -�[ pROPERTY LINE - - - - )..( HYDRANT � � MEErry�Ep R q� 1` T -', ��. , i _i` ROGK � PINISH WOOD OTNERUJISE NOTED . Drawmg Trtle : �» �� � - - g GENTER LINE - - -�- vALVE -�� �� � I I COVERSHEET � � wnLLe ROIJCsH WOOD/ � 5 ¢,�,,,� � POROUB FILL � GONTINUOU3 8. ALL � RRORS, OMISSIONS OR GONFL IGTS FOUND IN TNESE � LIGNT�ORI'�ER + rE'-E�"r'°N' � � p �gGONTINU0U8 ADRGN TEC SBEFOR� PROGO�G�u7CjTOl N E �� �T�ION OF TI--I� ' EASEMENT/3ETBAGK ----- � UTILITY POLE � BUILf� INCs 9EGTION � RIGHT OF WAY q� tcEiurr Wr. I M M FENCE � �D, T01° SOIL � ROIJCsFi WOO�/ I �� Et 9TORI'� �RAIN St � °�'��TN =- � WALL TYPE 10 � ROADBED MAT '�/ � °�'AND, PLA9TER 9. PROVIDE AND LOGA i c ATTIG vENTINCa AS REQUIRED BY II � 9AN TARY 3EUJER � � MONUMENT � MARI� W WATERLINE W O� METER P�T � WALL BECTION AZ I .�.�� � . " , '�, ' BTONE vENEER � BATT INBULATION � E ELEGTRIG LINt E Q h�IANHOLE � ,�° °FaT DOOR MARlG 0 lm. DOOR SGI-1EDULES IN TI� IS PAGKACz� SET INDIGATE SIZE � �_ _� G GA8 LIIVE 6 � CATGH BASIN '� � - , . ,:� � CA3T IN PLAGE _ ___ 9 � CONGRETE � R�� � o INSULATION AND TYPE �OR �RAMINC� INFORMATION ONLY. FURTI-4ER I r- '�,/� T TELEPHONE LINE T O GLEAN OUT � DEf41LNlEER � b INFO MA710N AS TO LU O 5 CI S FINISI-I AN S GIA ' �` � R O D PE E , D PE L � Date: Im/11 /� 4 II -�• - GABLE TELEVISION -� � OUTFALL/HEADWALL � .n]m e�EETw�eeR WIN�OW MARi< O � PREGABT GONGRETE - N9W °✓TU� REQUIREMENTS TO B� 3ELEG?ED B7 OWN�R AND INTERIOR I - J - - - pRAINACzE L �NE • • • � BENGHMARK � DETAIL BLOl11lJP D�SI�SNER- �- - --- � LIMIT OF WORK rl.,aN •A' BORINCs LOCATION RHVI510N Q � GONCRETE BLOCK �XIBTINCs TO REMAIN II, Project No : 28��5_�D� � � IN� ICATION 11 . PROVIDE ATTIG ACGESS PANELS AS REQUIRED B�' � �--- MATCH LINE � X EXI9TIIVG TREE 1 ' _ _ _ _ - .Y � � E��ypi� � 3TEEL CLCs. 9GALEJ �'� b� TREE TO BE REMOVE� � �� �-- 0 _ _ _ _ +��-+o� EXIBTINCs BUILDINC� INSPEGTOR. GOORGINATE LOGATIONS IUITI-I Drawn b SMK� ELEVATION ToP aF PLYwo00 J� ARGI-IITEGT. y . - � 3 MARYG i�, _m�� _ . _- - � TRIANCsULATION POINT �ETAIL CUT AI� � �vntla+ � CsYPSUM BOAR� CLCs. SCALEJ r- �,�,,,,� ,�,,,�R 12 . 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U305 G'�'� & Associates Architects GOLORED GONGRETE SORDER CzYPCf2ETE WITH 2x SLEEPERS SPAGED AT 16 " O.G CSl T$D. BY INTERIORS p.C.-A.I.A. 3. SEE S7RUCTUR4L DR4WINC�S FOR ALL R�TAININCx WALL. Wro I HR FIRE RESISTIVE GONSTRUGTION PER UL 4. WINDOWS ARE DIMENSIONED TO GENTERLINES, U.ON. P2 GOLOR.4D0 BUFF SANDSTONE ON GONGRE7E MAX. ON �" TtC� PLYWOOD, CsLUED AND NAILED TO DESICsN NO. U32 COUNTERTOPS SLAS ON GRADE WITH SNOWMELT SYSTEM ON WOOD JOISTS G CtR T$�ERIORS 5. �i'EFER TO SNEEt A2.m �OR GR4DINCs, a" GRAVEL FILL ON GOMPAGTED SUBCsRADE �6 TILE ON I I/2 " GYPGRETE ON REINFORGED 6. ALL INTERIOR DOOR ROUCzH OPENINCs REtURNS 70 BE A MIN. OF 6 " FROM P3 SAND SET GOLORADO BUFF SANDSTONE ON CONCRE7E SLAB ON 4" CsR4vEL FILL ON G2 c6 < G OFFIT O S MISGELLANEOUS 4 " GOMPAGTED ROAD BA9E WITH SNOUA"!ELT GOMPAGTED SUBGR4DE } TYPE X' CsY . D. ON FR4MINCs PER CsYPSUM MI 2x4 WIREBRUSHED GEDAR TRIM _ ADJACEN7 WALL TO ALLOW FOR UJOOD CASINC�, U.ON. 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SNEATHING ON WOOD Main Office: Eagle-Vail � OO w,4LLS FRAMING WITH R-38 UNFACED BATT INSULATION ON 6 M8 4" THK STONE SILL 101 Eagle Road - Building 6 Fl REINFORGED GONGRETE SLAB ON 4" CsRAVEL MIL POLTETHTLENE VAPOR BARRIER M9 8" THK STONE LINTEL qvon, CO 81620 FILL ON GOMPAGTED SUBCsRADE. SEAL AT WI DR41NACsE BOARD ON 2 " RICzID IN9ULATION � GLASS B FIRE -R4TED MEDIUM CEDAR SHAKES - M10 SNOW FENGE Tel: 970.476.4433 EXPOSED LOGATIONS ON FOUNDATION WATERPROOFINCs ON ST,4r3CsERED PATTE�I - INTERWOVEN WITN 30" FELTS Mll GOf'PER CsUTTER AND DOUINSPOUT Fax: 970.476.4608 F2 REINFORGED CONCRETE SLAB ON �" T <Cs GAST - IN-PLAGE CONCRETE FOUNDATION pN W.P. MEMBRANE ON �" GDX PLYWD. SHEATHINCs ON WITF�I HEAT CABLE � PLYUJOOD, CsLUED AND NAILED TO uIOOD JOISTS_ �2 q�{z INFILTRATION BARRIER ON }" GDX uIOOD FRAMING MI2 PERIMETER DRAIN,4GE Sl'STEM Denver Office F3 STONE ON 1 1/2 " GTPGRETE ON REINFORGED f'LYWOOD SHEATHINCs ON U100D PR.4MINCs R3 GOf�PER ROOFINCs MI3 6x8 RS. BR.4GfGET I 1617 Wazee Street, Suite C2 GONGRETE SLAB ON 4" CsR4VEL FILL ON WITH R- 19 BATT INSULATION AND 6 MIL. MI4 8x10 R5. BR4GKET � Denver, CO 80202 GOMPAGTED SUBCsR,4DE POL7ETi-l7LENE VAPOR SARRIER PROVIDE �.� MI5 4xB RS. CEDAR OUTRIGCsER Tel: 303.6233355 HORIZ. BLOGICINCs AS RPQUIRED. BI T.S.D. BY INTERI01?S MI6 8x14 RS. 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REFER TO SNEET AS.P� FOR WINDOW AND DOOR SGNEDULES. tus i i R si ri e O ST ' GTION PER UL FILL ON GOMPAGTED SUBCsRADE WITH F5 WOOD FLOORING ON �" PLTUIOOD ON I 1/2 " DESICsN NO. U305 G'�"Z�N & Associates Architects 3. SEE STRUCTURAL DR4WINCxS FOR ALL RETAININCs WALL. co�o�D coNCrz�re so�eR CsYPCRETE IUITN 2x SLEEPERS SPAGED AT 16 " O.C. GSI T$D. BY INTERIORS W6 I HR. FIRE RESISTIVE CONSTRUCTION PER UL P.C.-A.I.A. 4. WINDOWS ARE DIMENSIONED 70 GENtERLINES, U.ON. P2 GOLORQDO BUFF SANDSTONE ON CANGRETE MAX. ON �" TtCs PL7UlOOD, CsLUED AND NAILED TO DESICsN NO. U32 GOUNTERTOPS 5. REFER 70 SNEET A2.0 FOR CsR4DINC�. sLaa oN �R.aoE wirN sNOU�e�T sYSreM ori WOOD J0157S G G T.SD. BY INTERIORS 4" C�RAVEL �ILL ON COMPAGTED SUSCsRADE �6 TILE ON I I/2 " CsYPGR£TE ON REINFORGED 6 . ALL INtERIOR DOOR ROUCsI� OPENINCs RETURNS TO BE A MIN. 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MEMBR.4NE ON }" GDX PL7Wp. SHEATI-IINCs ON � 3 " POLYI50GYANUR4TE INSULATION ON TTPE 30" M6 4x6 RS. CEDAR OUTRICsCxER _ — P5 2x6 WOOD DEGKINCs pg CARPET ANp P.4D ON I I/2 " CsYPCRETE ON 3/4" TtCs M� Sx12 R9. OUTRIGCsEF2 PLl'WOOp, GLUED AND NAILED TO WOOD JOISTS. FELT ON �" GDx PLYWD. SHEATHING ON WOOD Main Office: Eagle-Vail � O WA S FR,4MINCs WIT!-I R-38 UNFACED BATT INSULATION ON 6 MS 4" TI-HC STONE SILL 101 Eagle Road - Building 6 FI REINFORGED CONCRETE SLAB ON 4" CsR4YEL �- MIL POLYETHYLENE VAPOR BARRIER M9 8" THK. STONE LINTEL Avon, CO 81620 FILL ON COMPAGTEp SUBCsRADE. SEAL AT Wl DR41NACsE BOARD ON 2 " RICsID INSULATION � GLASS B FIRE -RATED MEDIUM GEDAR SHAKES - Mlm SNOW FENGE Tel: 990.476.4433 EXPOSED LOCATIONS ON FOUNDATION WATERPROOFINCs ON STAGCsERED PATTE�I - INTERUIOYEN WITN 30" FELTS MII GOPPER CsUTTER AND DOUJNSPOU7 Fax: 970.476.4608 GAST - IN -PLAGE GONCP2ETE FOUNpATION WITH I-4EAT G,48LE � F2 REINFORGEp GONGRETE SLAB ON �" TtCs ON W.P. MEMBRANE ON �" CDX PLYUID. 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SMK , � � Y I � I �� � � i � � I � A_ � � , � Checked by : KS � � PLAN � � � � � �heet � , _ _- - - _ - — - ----- --- - - - - - _ _ — - NORTI-{ � � , \ � � � � � � � � � � � � � � � � � � � � ,� _ � � A3 . 2 _ _ A3 .2 SGALE . 1 /4 - I ' D DATUM : 8224.� ' - I(Dm ' - � " � 2005 SMA -- -- - -- — -- — — - - — - -- -- - - — �. � - - _- - - - � - -- -- --- - - - - - SNEET NOTES : SYSTEI"� NOTES � PAYINCs �� �� W3 4" - 6 " NOMINAL STONE vENEER ON lUl/lU2 � Cvegel•1• eY•g 1► AayL, eW I, 1. REFER TO SNEET Al.m FOR CsEN�R4L NOTES. Pi TUMBLEp GONCRETE PAVERS ON BEDDIr1Cs �4 STONE ON 1 1/2 CsYPGRE?E ON 3/4 T <Cs PLTWOOD, G �� ,.� U ivi 11 SAND WITH SNOWMELT SYSTEM ON 4" CsRAVEL �LUED AND NAILED TO WOOD JOISTS. W O a N GRi GUSTOM PROFILED CROWN MOLD 2. PROVIDE FLASNINCs AT ALL CNANCsES IN ROOF PLANE. w5 i i si Ti o sr UCTION PER UL & Associates Architects 3. V�RIF7 IN FIELp ALL SNOW FFNCE LOGATIONS, LENCsTHB ANp SPAGINCs. Fi�� oN cortPacreD su�rz,aae wir�+ �5 UJOOD FLOORING ON �° PL7WOOD ON I I/2 �� DESIGN NO. U305 G'd'SINCs GOLOREp GONGRETE 80RDER GYPGRETE WITH 2x SLEEf'ER5 SPAGPD AT I6 " O.C. �J6 I NR FIRE RESISTIVE GONSTRIJGTION PER UL GSl T$D. BY INTERIORS P.C.-A.I.A. 4. ALL FLUES TO EX7END 2 � - m" ABOVE TNE NEARES7 ROOF POINt WI7µIN A 10� -0 " RADIUS Qz GOLORApO SUPF SANDSTONE ON GONGRETE MAX. ON �" TtCs PLYWOOD, CsLUED AND NAILED TO DESICsN ND. U32 GOUN7ERtOPS FER GODE. SLAB ON CsRADE UJITN SNOWMELT S7STEM ON U100D JOISTS GTR T.B� ,p. BY INTERIORS 4" GR4VEL FILL ON GOMPAGTED SUBCsRADE p� TILE ON 1 I/2 " CsYPCRETE ON RSINFORGED 5. LOCATE ALL ROOF PENETRATIONS AND vENT STAGKS ON REAR ROOF UNLESS P3 SAND SET GOLOr'cADO SUFF SANDSTONE ON GONCRETE SLAB ON 4° GRAVEL FILL ON c6 i c orfiT o s MISGELL,C,NEOUS APPROVED. a" GOMf'AGTEp RDAD SASE IUITH SNOUIMELT GOMPAGTED SUBGR4DE G2 }" 77PE X' CsY . D. ON FR.4MINCs PER CsYf'SUM M� 2x4 WIREBRUSI-IED GEDAR TRIM SYSTEM ON COMPAG7ED SUBCsRADE ASSOGIATION NO. FG 513 F 1 NR R4TINCs 6. iZE : A4.1 �OR ROOF DE7AILS. F-I TILE ON 1 I/2 " Cs7PCRETE ON 3/4 " TeG PLYWOOD, M2 2x6 WIREBRUSHED GEDAR TRIM P4 BUFF SANDSTONE ON SETTING BED G�N W.P. CsLUED AND NAILED TO WOOp JOISTS. M3 3x8 WIREBRUSHEP GEDAR TRIM MEMBRANE ON 2 " LIGH?WEICsHT GONCRETE Rl GLASS B FIRE -RATED MEDIUM GEDAR SHAKES - ARCHITECTURE, FS GARPET AND PAD ON 1 I/2 " CzYPGRETE ON M4 4x12 WIREBRUSHEp GEDAR TRIM CSLOPE TO �RAIN) WITH SNOWMELT ON W.P. � ;NFORCED CONCRETE SLAB ON ¢" CsR4VEL FILL STAGsCsEREp PATTERN - INTERWOVEN WITH 3m« FELTS PLANNING, INTERIORS MEMBRANE ON PLYUJOOD ON FRAMINCs ON W.P. 1"IEMBR4NE ON }" CDX PLYWD. SI-{EATHINCs ON M5 3x10 IUIREBRUSNED CEDA12 TRIM ON GOMPAGTED SUBCsRADE 3 " POLYISOGTANURATE INSULATION ON TYPE 3m" M6 4x6 RS. GEpAR OUTRIC�sER P5 2x6 WOOD DEGKING F9 GARPET AND PAD ON 1 1/2 " CsYPGRETE oN 3/4" ttC, M� 8x12 RS. OUTRICsCsER Main Office: Eagle-Vail PLYWOOD, CsLUED AND NAILED TO UIOOD JOISTS. FELT ON �" GDX PLYUID. SHEATHINCs ON UIOOD 101 Eagle Road - Building 6 F OO WALLS FRAMINCz WITH R- 38 UNFAGED BAT? INSULA?ION ON 6 MS 4" TNK STONE SILL FI REINPORGED GONGRETE SLAB ON 4" CsR4VEL MIL POLYETNYLENE VAPOR 6ARRIER M9 8" 7HK STONE LINTEL A�on, CO 81620 FILL ON GOMPAGTED SUBCsR4DE. SEAL AT W1 DR41NACsE BOARD ON 2 " RICsID INSULATIpN � GLASS B FIRE - RATED MEDIl1M GPDAR SHAKES - M10 SNOW FENGE Tel: 970.476.4433 ON FOUNDATION WATERPROOFING ON � Fax: 970.476.4608 EXPOSED LOCA?IONS STAr�CsERED PATTERN - INTERUIOVEN UJITH 30 FELTS Mll COPPER CsUTTER AND DOWNSPOUT F2 REINPORGED GONGRETE SLAB ON �" T <G CAST - IN -PLAGE GONCRETE FOUNDATION ON W.P. MEMBR4NE ON }" GpX PLYWD. SHEATHINC: oN WITH HEAT GABLE Denver Office PLYWOOD, CsLUED AND NAILED TO WOOD JOISTS. �,�JZ AIR INFILTR,QTION BARRIER ON }" CDX WOOD FR4MINCs MI2 PERIMETER DR41NACsE SYSTEM 1617 WazeeStreet, SuiteC2 p3 STONE ON I 1/2 " Cs7PGRETE ON REINFORCED QL7WOOD SHEATNINCs ON UIOOD FRAMING {�3 COPPER ROOFINCs Ml3 6x8 RS. t3RQGKET Denver, CO 80202 CONCRETE SLAB ON 4" CsR.4vEL FILL ON WITN R- 19 BATT INSULATION AND 6 MIL. M14 Sxlm RS. BR4GKET Tel: 303 .6233355 COMPACTED SUBCsR4DE POLYETHYLENE VAPOR BARRIER PROVIDE �A� 'r_�' MI5 4x8 RS. GEDAR OUTRIGCsER Fax: 303.623.2262 HORIZ. BLOGKING AS REQUIRED. gl TBD. BT INTERIORS Mlro Sxl4 R5. 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I"IEMBRANE COPPEf2 GOUNTER OVER GURS t FLASHIrICs, GONT. OVERGURB , SIDINCs MATERIAL UP WALL 30" - ,; GOPPER ROOFING I �eger erg May eW I 5x5 STEEL LINTEL I RG� EMa�N� , GEDAR SHAKE ROOF OVEf2HAND CO.H) p�.g�. 2X SOLID BLOCK'Cs I Z $ _ & Associates Architects - _ _ I \ BRAM NG Tp (� 2X BLOGKINCs P.C.-A.I.A. � Q RIDC= DRLL I" m NOLES THROUCsN W.P. RE: ROOF PLAN GEDAR SI-IAKES LL - ' � � 20 OZ. COPPER FLASHING gLOGKING I RIDGE �� MEMBR4NE, PLYUIOOD, CONT. 2X SUBFASGIA C2J 2x10 SOLID 2X6 " RS. FASGIA - PRESSURE -FIT AND HEMMED Rl �' FOAM AND PLYWOOD �12 O.G. C RE : ROOF PLAN ! � � � � TYPE 30 FELT C30" WIpE ) I _ i � , GOPPER EDGE - DRIP - ; { _ s_ _ io I \i GEDAR SHAKES W/ TYPE � � 30 FELT INTERLAYMENT, RI END FELT i � � ' � � ACROSS RIDCsE AND NOLES FLASNING �'' � , I : =1 � � ii �n � - � � i = � ' - - � � _ _ . _ _ ARCHITECTURE, W.P. MEMBR4NE GONT. 2x6 FRAMED _ � / R� � � -\ � \ W.P. MEMBRANE 2 X I 0 R 5. F A S C I A ,� � i PLANNING, INTERIORS � i I/1 ' PL7 OVER - / - — \-_ . _ , - S.S. ^ - CURB " _ __: -_ � - :_ . '. . .. . _ � � � ROOF SHEATHINCs �� � � � � - � � � � 1 I/2 " - - i - � 5 1/2 " - - - � - - 3 RICsID FOAM i _ , , \ cn r � SLOPED _ � � _ ' � / � � Main Officco aag l�e-Vail _ l0l Eagle Road - Buildmg 6 _ � . _ _: _- . 2x6 FRAMINCs ` � � _ � � DADO 2X RS. FOR - - - -- - - - - - - - I - W/ R- 19 INSUL. " , , _ _ Fax: 970.476.4608 _ - - — � � RE : ELEV'S. - �I Tel: 970.476.4433 SOFFIT BOAf?DS _ - - - _ I _ - FOR BATTER - ' �'"= • � + � � _ Denver Office GONT. 5/8" TYPE X ' � � " � � ' � � ���� �� � � � `O� �� �'� _��' ���� � � �� � � I � ' �� �� SOFFIT SOARDS I/2 " - - � �� � 1617 Wazee Street, Suite C2 - � � Ix6 GEDAR T <Cs � I I I � � � ,� I I � I GNIMNET�CAP - ' — �i� � ' � � I I � �Fa�c� 303.6�2380262 � ;� + � �� _ � o ; i Tel: 303.6233355 g � � � � 1� � � � � � i�fll �' � � i 3X R.S. 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RE�ER TO SNEET AS.�D FOR WINDOIU AND DOOR SGNEDULES. P2 GOLOR4D0 BUPF SANDSTONE ON CONGRETE MAX. ON �" TtC= PLYWOOD, GLUED AND NAILED TO DESICsN NO. U32 GOUNTERTOPS � P.C.-A.I.A. 3. SEE S7RUCTURAL DRAWINGS FOR ALL RETAINING IUALL. s�ae orr �rza�e wiTN sNOU�e�T sYSreM oK UIOOD JOISTS C CtR TB�Y INTERIORS I 4" CsRAVEL FILL ON GOMPACTED SUBGRADE �� TILE ON I I/2 " Cs7PCRETE ON REINFORGED 4. GR4DE SNOUIN IS SGHEMATIC. REFER TO 7HE SITE PLAN FOR FUR7++ER INFORI'1ATION. Ps SAND SPT GOLORQDO BUFF SANDSTONE ON GONGRETE SLAB ON 4" CsRAVEL FILL ON G 6 < G SOFFIT s MISGELLANEOUS 5. SFE ROOF PLAN FOR ALL PLATE AND RIDCaE NEICxNTS. a " GOMPAGTED ROAD BASE WITH SNOUJMEL7 GOMPAGTED 9UBCaRADE G2 �" TTf'E X' CsY . p. CN F MINCs PER CsYPSUM MI 2x4 WIRESRUSHED GEDAR TRIM SYSTEM ON GOMPACTEp SUBCsRADE p-� TILE ON I I/2 " CsYPCRETE ON 3/4" TECs PLTWOOD, ASSOGIATION NO. FC 513 F I NR R.4TING M2 2x6 WIREBRUSNED GEDAR TRIM P4 BUFF SANDSTONE ON SETTING $ED ON UJ.P. CsLUED AND NAILED TO UJOOD JOISTS. M3 3x8 WIREBRUSHED GEDAR TRIM MEMBR4NE ON 2 " LICsNTWEIGHT GONCRETE RI GLASS B FIRE -RA?Ep MEDIUM GEDAR SNAKES - FS GARPET AND PA� ON I I/2 " GYPGRETE ON STACsCsERED PATTE�1 - INTERWOVEN WITH 30' FELt3 M4 4x12 WIREBRUSHEp GEDAR TRIM ARCHITECTURE � CSLOPE TD DRAIN) WI7H SNOILMEL7 ON W.P. � INFOF2GED GONGRETE SLAS ON 4" CsRAVEL FILL ' T"15 3x10 WIREBRU51-IED GEDAf2 TF21M MEMBfiANE ON PLTWOOD ON PR4MING ON GOMf'AGTED SUBCsRADE ON W.P. MEMBR4NE ON �" GDX PL7WD. SNEATHINCs ON i PI .ANNING, INTERIORS P5 2x6 UIOOD DECKING „ , 3" POLTISOG7ANURATE INSULATION ON T7PE 30" M6 4x6 RS. CEDAR OUTRIC=GER Fg GARPET AND PAD ON I I/2 GYPCRETE ON 3/4' Tt(3 FELT ON �" GDX PLYWp. SNEATHINCa ON WOOD Ml 8x12 RS. OUTRICsfsER FLOORS PLYUIOOD, GLUED AND NAILED TO WOOD JOISTS. pR,qM�N� WITH R-38 UNPAGED SATT INSULATION ON 6 MS 4" TNK. STONE SILL Main Office: Eagle-Vail UTALLS 101 Eagle Road - Building 6 FI REINFORGED GONGRETE SLAB ON 4" rsRAVEL MIL POLYETI-IYLENE VAPOR BARRIER M9 8" THK. STONE LINTEL Avon, CO R1620 FILL ON GOMPAGTED SUBGR4DE. SPAL AT WI p�INACsP SOARD ON 2 " RlCslp INSULATIIJN R2 GLASS B FIRE -RATED MEDIUM GEDAR SHAKES - MIlD SNOW PENGE Tel: 970.476.4433 EXPOSED LOGATIONS ON FOUNDATION WATERPROOFINCs ON STACsCsERED PATTERN - INTERUIOVEN WITN 3(D" FELTS MII GOPPER CsUTTER AND DOWNSPOUT GAST - IN -PLAGE CONCRE7E FOUNDATION WITH NEAT GABLE Fax: 970.476.460R F2 REINFORGED CONGRETE SLAB ON �" T �Cs ON W.P. I`1EMSR4NE ON }" CDX PLYUID. SHEATI-IINCs ON PLTWOOp, GLUED AND NAILED TO WOOD JOIS7S. ��J2 AIR INFILTR4TION BARRIER ON �" GDX U100D FRQMING MI2 PERIMETER DR41NACsE SYSTEM Denver Office STONE ON I 1/2 " GTPCRETE ON REINFORGED PL7WOOD SHEATHINCs ON WOOD PRAMINCs R3 COPPER ROOFINCs MI3 6x8 R5. BR4GKET I � 617 WazeeStreet, SuiteC2 F3 WITH R- 19 BATT INSULATION AND 6 MIL. MI4 SxlO RS. BR4GKET CONGRETE SLAB ON 4" GRAVEL PILL ON Denver, CO 80202 GOMPAGTED SUBCsRADE POLYETHYLENE VAPOR BARRIER PROVIDE A S MI5 4x8 RS. GEDAR OUTRIGCsER Tel: 303.623 .3355 NORIZ. BLOCKINCs AS REQUIRED. g� T.BD, SY INTERIORS MI6 8x14 R5. GEDAR BEAM Fax: 303.623 .2262 T.O. CF� II`1N�Y info@smarchs.com � t�Gj ' - m " www.smarchs.com I �0 2 �� �F ����9 'I z 3 T.O. GNIMNE7 3 � �'� � ��- '�Q' O i qys C'" RI 6" � 4� � - 2 � � A6.1 A6.1 � - '� R�l7Cz� � , O � - - - - - - - - - - - - - - - - - - � 138 ' - 11 " � * S RG � RIDCxE _ ; _ , _ ; - RIDCsE i ' -�T �I RIDCxE '� 5 C � I 13� ' - 4 " - ' � , - I - 1 � , � 13 � - 4 3� ' 2 /2 " l � , � �� _ � _ � J .� � L�� I �V - , I I _ _ , �_ �_ � ' --i I L LJ I , � -L l ��J_L _j � � _'- � "" - ; �ED R��\1 --- _. . � _ _ � _ �, � � I � � � �� , �,, A � _ i � �'' !J , � � I � �L�-� �LI J �� _ � i -I I RIDCsE � � _ I _� ��!� ' _I _ � �_ ' �! � I I _ '. i_ ��. � � _l_� _��.. � _ , I _ �!�� _l - � �� !�_ L _!_! _�_�_i , 134 ' - 2 1/4 " _ � _l ��,_ �_._ � _ _� I �. . _ � _ �, � ��� � ��� ! _ .___ _�_�._, �� ' ; RIDCxE ;i, �j,. � Mim - =—�� :. 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P4 BUPF SANDSTONE ON SETTINCs BED ON W.P. pLANNING, INTERIORS MEMER4NE ON 2 " LIGHTWEIGI-IT GONCRETE CSLOPE TO DRAIN) WITI-I SNOU�`IELT ON W.P. MEMSR4NE ON PLYUIOOD ON FRQMING Main Office: Eagle-Vail PS 2x6 WOOD DECKIh1Cs ] Ol Eagle Road - Building 6 Avon, CO 8I620 �LOORS Tel: 970.476.4433 �1 REINFORGED GONGRETE SLAB ON 4" CsR4VEL Fax: 970.476.4608 FILL ON COMPAGTEP SUBCsRADE. SEAL AT EXPOSED LOGATIONS Denver Office � � 1617 Wazee Street, Suite C2 F2 REINFORGED GONCRETE SLAB ON �" T <Cs Denver, CO 80202 PLTWOOD, GLUED AND NAILED TO WOOD JOISTS. Tel: 303.623.3355 I i � �3 STONE ON I I/2 " fsYPCRETE ON REINFORCED Fax: 303.623 .2262 � � GONCRETE SLAB ON 4" CsRAVEL PILL ON GOMPACTED SUBCsRADE info@smarchs.com � ' wwwsmarchs.com i I � F4 STONE ON I 1/2 " CsYPCRETE ON 3/4" Tt� PLYLUOOD, � CsLUED AND NAILED TO WOOD JOISTS. B R2 ' / I I F5 U100D FLOORING ON 3/4" f'L7WOOD ON I I/2 " qb� � CsYPGRETE WITH 2x SLEEPERS SPACED AT I6 " O.G. �-- - - � ' — � I I � i WOOD JOI�STS.� PLYWOOD, GLUED AND NAILED TG �p,`� OF CO�� I � �� � ' I �6 TILE ON 1 I/2 G7PGRETE ON REINFORGED I , I � �� � I � GONGRETE SLAB ON 4 CsR4VEL FILL ON • '; � I � ;� COMPAGTED SUBCsRQDE ; I � � * RG � I ' Fl TILE ON I 1/2 " CsYPGRETE ON 3/4" T �Cs PL7UJOOD , 59 � i i � ; . ,' CsLUED AND NAILED TO WOOD JOISTS. � II 4 � ' � � � I I � � � Fa ca�er aN� Pa� ou i i�z �� �Y�c�re oN ���.' �', i i �� R��,.� I � � REINFORGED GONGRETE SLAB ON 4" CsRAVEL �ILL SfD ARC�� ! ; ' � ON COMf'AGTED SUBCsR4DE I I I � � I BEYONp TO SKI i i I _' l _ F9 GARPET AND PAD ON I I/2 " GTPGRETE ON 3/4 " T<G SKI ROOM �- I = - - - - - - - - - - �- � � _ _ - - - � PL.YWOOD, CaLUED AND NAILED TO WOOD JOIST9. � 12m � - �m �/2 �� � � - - �� - - - - - - - - �� � - - � ? ., � WALLS i I � � � �-� w� DR.41NACsE BOARD ON 2 " RIGID INSULATION I � � I � ENTR7 I I I ON FOUNpATION WATERPROOFINCs �l I I I I I � � � � I CAST - IN-PLACE GONGRETE POUNDATION ELEVA70R I I �- I �I I � I BEYOND W2 AIR INFILTR4TION BARRIER ON }" CDX I I I I � � I I I � I UTILITY \'� W 7H R�9 BA EAIN9ULA�ON A�ND 6RMILINCs CLOSET POLYETHYLENE VAPOR BARRIER. PROVIDE � I ENTR7 � II I BEYOND I-IORIZ. BLOGKINCs AS REQUIRED. �� I � � � � _ c� �� � UJ3 4" -6 " NOMINAL STONE VENEER ON WI/W2 \ I I A M IN OA < ATT N SI IN ON W2 � — � I W4 B RD E D Cs I I STAIR _ _ W5 I HR FIRE RESISTIVE CONST TI ER UL � Q O I I I � I � DESICsN NO. U305 I I � W6 I NR FIRE RESISTIVE GONS7RUGTION PER UL � � Q I I i � � I INTERM�pIATE DESICaN NO. U329 I h- - - T - i _ _ � � LEYE� GEIL NCsS a O,�/ I r = _ � ' 1 � lmg ' - 9 ' � ix T s I�-r-i � I � _ _ � STAIR I I B�Y� G ASS GEAT ON NO �D 0513 FO�I I��R ER CsN PSUM � � O I I � � BE7oND � l I I � � I � � h--� � � . I I RI CLASS B FIRE - RQTED MEDIUM GEDAR SFIAKES - O � � � t � EXERCISE I � NALL STACsCsERED PATTER�I - IN7ERWOVEN WITN 3�" FELTS � \ � I ON W.P. MEMBRANE ON }" GDX PLYUID. SHEA7HINCa ON r \ I I � � � I i 3 " POL7150CYANUR4TE INSULATION ON TYPE 30" M v I I � � I I FELT ON �" CDX PLYWD. SNEATHINCs ON UIOOD ���� O � � FR4MINCs WITH R-38 UNFACED BATT INSULATION ON 6 � I II � � -L I I MIL f'OLYETNTLENE vAf'OR BARRIER � � - - - � (�'2 GLASS B FIRE - R4TED MEDIUM CEDAR SI-IAKES - �{ I I \ , � I LOWER � ' � STAr3CsERED PATTERN - INTERWOVEN WITH 3m' FELTS � � I ' � V�L I ON W.P. MEMBR4NE ON }" GDX PLTWD. SNEATI-IINCs ON �I � ^ , �j I 99 � _ WOOD FRQMINCs � � v � I R3 GOPPER ROOFING O M .�� � BI T,S.D. BY INTERIORS GROUIN � GRI GUSTOM PROFILED GROIL�I MOLD, T$.D. BY 3� � l� I � � i N � �� � � T I Ol� casi%i���Rs CSI T$D. BY IIVTERIORS AC .(Z� SGALE : 1i4 ° = I ' _ � „ GOUNT�R70PS GTRI T.SD. BY INTERIORS I MISGELLANEOUS Ml 2x4 WIREBRUSHED GEDAR TRIM M2 2x6 IUIREBRUSHED GEDAR TRIM M3 3x8 WIREBRUSHED GEDAR TRIM M4 4x12 WIREBRUSI-IED CEDAR TRIM M5 3x10 WIRE$Rl1SHED CEDAR TRIM 1'16 4x6 RS. GEDAR OUTRIrsCsER M"f 8x12 RS. OUTRIGGER I 1"18 4" THK STONE SILL M9 8" THK. STONE LINTEL Mlm SNOW FENCE II I I MII GOPPER GU7TER AND DOUINSPOUT i WITH HEAT GABLE � I� II � II � I MI2 PERIMETER DR41NACsE SYSTEM I ii i 1"113 6x8 RS. BRAGKET I MI4 Sxlm RS. BRACKET Revisions: I i � � MI5 4x8 RS. GEDAR DUTRICsCsER ' � � M16 Sxi4 RS. GEDAR 6EAM PROGRESS PRINTING 1 -6-OS � � � ' � � � � ii PROGRESS PRINTING 3-4-OS � � PERMIT SET 3- 11 -05 � � �� �� �� _ � � _ _ - CONSTRUCTION � � ,, - - � . � - _ _ COORDINATION SET 5- 17-OS i I � � i i ; �! CsARAC�E � ��� - - - � � � � � � SLOPE � � / � � � � � \ � � � SLOPE I�_I --�� � � \ � �— �i I ' !i � CsARACsE - - ; ' � ' 12m ' - 3 3 /4 ° r 1 "- � _ I _ MASTER = . -- - - I� I' - - - - - -- --� - - - - - J I - I � a----= ,- - - r- - - j� BEDROOM � - - _- - - - - � �_� � 1 -�'- , , 1i ii I � Drawing Title: � � � ° ° ° ° ; MASTER � p�C� I BUILDING SECTIONS �C� il o o � ' � �KITGN I II ININCs ' IVINCs I E , D , I L �, , _ - _ AtN OOM i B R � � I � —� �� _�� - � - _, � � � _ - . i I I - � — _ ' � _ _ _ — �I i i � — ` I � FRESH AIR � - - - � - _ .- - � _ _ INT . i � AKE �- --- � i - -- � I � - - �I '- I - - - TT : � ' I ij , ,l I ? i �, _ � � I - � ; ' — � INTERMFD IATE INrtERMEDIAt� il � � . r I, � � INTERMEDIAt� � r LEvEL y � I 1�1_� _; _ � LEvEL " ' V LEYEL lm9 ' - 9 " lm9 ' - 9 " lm9 ' - 9 ' ws w� _ Date: ll /24/�4 i - - __ ` • - , Project No: 28m D5 .D2'i FAMIL7 BEDROOM "3 BA?H "4 BEDROOM "4 PATIO - 3 ROOM � MASTER _, � -_, , 4STE �_ ATHROOM - ------ S ROO 2 PATIO Drawn by: SMK -� I — - , � � - `— LOIUER � - - - Checked by: KS - LEVEL � LOWER LEVEL Sheet: FAMILY ROOM gg ' _ 6 " 99 � _ fo � � � 98 ' - �0 " 2 � � � � � �� � � � � � � � � � � � � � � � � �� � � � � � � � � � � A6 . 0 � ,aro .(d SCALE : I /4 " = I ' - (I " A� .m SCALE � I /4 " = 1 - � i I iC ; 2005 SMA _ _ �� � � - - --- -- - - � - - - - Bui �. piN� s� crioN sHE � � Nor � s : S1'STE1"I NOT� S i 1. REFER TO SHEET Al.m FOR CsENER4L NOTES. 'a'P YINCs c Pl TUMBLED GONGRETE PA�/ERS ON BEDDING I Jeg�,I��e,I�g Ma�1�e,W 2 . R��ER TO STRUCTUR4L DRAWINCsS FOR ALL FR4MING, RETAINING WALLS AND SAND WITH SNOWMELT S7STEM ON 4�� �R,ave� �OOTINCsS. FILL ON GOMPAGTED SUBCsRADE WITH & Associates Architects 3. ALL IN1'ERIOR FINISNES ANp CEILINCs NEICsNTS ARE SNOIIA� FOR INFORMATION COLORED CONGRETE BORDER P.C.-A.I.A. P2 GOLOR4D0 BUFF SANDSTONE ON CONCRETE ONLY AND MAY CNANCsE. SLAB ON CsR4DE WITH SNOWMELT SYSTEM ON 4. SEE ROOF PLAN FOR PLA7E NEICzHTS. 4" �R.4vEL PILL ON GoMPAGTED SUB�RQDE P3 SAND SET GOLORADO BUFF SANDSTONE ON 5. PROVID� SOUND INSULATION A? ALL INT�RIOR WALLS, FLOORS AND GEILINCsS, a° cor�rPacT�� �aD ease wirH sHOUa-ie�r - - 6. PROVIDE ACOUSTICAL TREATMENT AROUND MECNANICAL ROOM TO MINIMIZE STSTEM ON COMPAGTED SU8CsR4DE YIBR4TION AND PR[vENT NOISE TR4NSMISSION. P4 BUFF SANDSTONE ON SET?I1�1Cs 8ED ON W.P. ARCHITECTURE MEMBRQNE ON 2 " LIGI-{TWEICsHT GONGRETE ' CSLOPE TO DRAINJ WITH SNOUIMELT ON W.P. PLANNING, INTERIORS MEMBR4NE ON PLYWOOD ON FRAMING P5 zx6 LUOOD DEGiGINCs Main Office: Eagle-Vail �LO�S 101 Eagle Road - Building 6 Avon, CO 81620 I PI REINFORGED GONGRETE SLAB ON 4" CsR4YEL Tel: 970.476.4433 FILL ON GOMPAGTED SUBCsRQDE. SEAL AT Fax: 970.476.4608 I EXF'OSED LOCATIONS � PLTWOOD, CsLUED AND NAILED TO UIOOD JOISTS. Den er'eC0 80202 F2 REINFORGED GONCRETE SLAB ON �" TtCs 1617 Wazee Street, Suite C2 � �3 STONE ON I I/Z " GYPGRETE ON REINFORGED Tel : 303.623.3355 CONGRETE SLAB ON 4" GRAVEL FILL ON Fax: 303.623 .2262 _ — COMPAGTED SUBCsR4DE — F4 STONE ON I I/2 " CsYPCRPTE ON 3/4" TtG PLYWOOD, info@smarchs.com wwwsmarchs.com C=LUED AND NAILED TO WOOD JOISTS. I F5 WOOD FLOORINCs ON 3/4" PLYWOOD ON I I/2 " CsYPGRETE WITI-I 2x SLEEPtRS SPAGED AT I6 " O.G. MAX. ON �" TeG PLl'uIOOD, GLUED A�ID NAILED TO QF CO WOOD JOISTS. E, �O { �A� F6 TILE ON 1 I/2 " Cs7PGRETE ON REINFORCED �p� O I B�Y� GONCRETE SLAB ON 4" GRAVEL FILL ON � /" � '" I GOMPAGTED SUBCsR4DE � � I F� TILE ON 1 1/2 " CsYPGRETE ON 3/d" T �Cs PLYWOOD, * S B . G %� I CsLUED AND NAILED TO WOOD JOISTS. - 97 ENTR7 pg GARPET AND PAD ON I I/2 " GYPGRETE ON �j `� ` REINFORGED GONGRETE SLAB ON 4" CsR4VEL FILL �I � � � I �� I i '� ON GOMPACTED SUBGRADE �ti� �' � fED ARC���� � � � ' � ' �' F9 GARPET ANp PAD ON I I/2 " GYPCRETE ON 3/4 " TtCs `� � '� I I II , i � :�KI ROOM PLYWOOD, CsLUED AND NAILED TO WOOD JOISTS. ? - - - - - 12(d ' - 1 " UTALLS \ L,f , � � I TO � W� DR41NACsE BOARp ON 2 " RIGID INSULATION - - - - - i �r POIIDER � I (zARAC�E J- ON FOUNDATION WATERPROOFINCs ON _ _ _ - _ _ _ _ i = ; `- -- gE7pNp CAST - IN -PLAGE GONGRETE FOUNDATION �" i � �� �l � � —I��� W2 AIR INFILTRATION BARRIER ON GDX -� i�p` ��p�-� — �1 � '; I�i I�- ' � � � PLYWOOD BNEATNING ON UIOOD PR,4MING ! o a o o I WITH R- 19 BATT INSULATION AND b MIL. D IN INCs BREAK�AS1 - POL7ETH7LENE VAPOR BARRIER PROVIDE KIT N N K a _ _ _ _ _ P G E DEG — O _ _ _ HORIZ. BLOGKING AS REQUIRED. iJOOK - -�" � 1 � � � � � t 7 �� 114 - 9 UJ3 4 -6 " NOMINA N I FIXED I L STO E vENEER ON W /lll2 r - UJ4 BOARD t ATTEN SIDINCs ON WZ � I _ - _ _ _ _, I � � LU5 I NR. �IRE RESISTIVE GONSTRU TI ER UL ^ O � DESICsN NO. U305 (� GRAIUL GRALUL ��J(� I HR FIRE RESISTIVE GONSTRUGTION PER 11L � r j A ' NTEi21'1EDIA E ��L �p a � _ ,, SPAGE � SPACE DESICsN NO. U329 ��� ' �{ � — -_— -- - lm9 ' - 9 ° � GEIL NGS /1 O I ix r s w W � i ; � I G " TYPE 'X ' CsYP. Bp. ON FRAMINCs PER GYPSUM � GRAIUL _ � i � � y 'i � � � I SS G AT ON NO P 5513 FO I R IN � � SPACE �� ��!_ �'__ '� � � Z I _ ^ ^ \ � I Rl GLASS B FIRE -RATED MEDIUM GEDAR SHAIGQS - r /1 � J, � I I STACaCsERED PATTERN - IN7ERWOVEN WITN 30" FELTS V1 I PATIO � � � FAMILY J — � BEDROOM � BATI-I � I i y � - ` ROOM P��p�R � I I � ON IU.P. MEMBR.4NE ON }" GDX PL7UJD. S4�EATNINCs ON w O i� � �_ � � , � � � � STAIR � /- — — — — 3" POLYISOGYANURATE INSULATION ON TYPE 30" M3 i,� BEYOND I �' � FELT ON �" CDX PLYUJD. SHEATHING ON WOOD M � � �- ' f � �y � FRAMING WITH R- 38 UNFACED BATt INSULA710N ON 6 \/\� O I �-�� -- � � f i � I� � MIL POL7ETHYLENE vAf'OR BARRIER J ^ � � � �?2 GLASS B FIRE -RATED MEDIUM GEDAR SHAKES - ^ [� � i__ f i I I I STAGrsERED PATTE�I - INTERWOVEN WITH 30� FELTS ^ - - H , O LOW�R LEVEL �, L ER LEvE ii = _ _ _ ON W.P. MEMBRANE ON } GDX PLTWD. SNEATHING ON - 99 - o F MIN � 99 �o wo � Ra � � GOPP R ROOFING � r� e N BASES � M � BI T$ D. BY INTERIORS O ' ! � � G OUJN � 3 � UI � � IN � � � � fiI � N 2 � U � 1� �% � N � � � � fiI � N � 1 � GRI GLLSTOM PROFILED GROWN MOLD, T$ D. B7 A6 .1 SGALE : I /d " = I ' - � " A6 .1 SCALE : i /4 " = i ' - � " GASj�IoRS M�.� GSI T.B.D. 8Y INTERIORS GOUNTERTOPS GTRI T.B.D. B7 INTERIORS MISG�LLANEOUS Ml 2x4 WIREBRUSHED GEDAR TRIM M2 2x6 IUIREBRUSHED CEDAR TRIM M3 3x8 IUIRESRUSI-IEp CEDAR TRIM M4 4x12 IUIREBRUSNED CEDAR TRIM M5 3xIrD UJIREBRUSF-4ED CEDAR TRIM I I M6 4x6 RS. GEDAR OUTRIGCsER I I I Ml Sx12 R5. OUTRICsCsER ' I M8 4" THK STONE SILL ' I ' I M9 8" THK STONE LINTEL ' ' MI0 SNOW FENCE � MI1 COPPER GUTTER AND DOUJIdSPOUT WITH NEAT GABLE � M12 PERIMETER DRAINACsE SYSTEM M13 6x8 RS. BRAGKET M14 BxID RS. BR.QCKET M15 4x8 RS. GEDAR OUTRIGCsER Revisions: MI6 Sx14 RS. GEDAR BEAM PROGRESS PRINTING 1 -6-OS PROGRESS PRINTING 3-4-OS E�EVAroR ' PERMIT SET 3- 11 -OS - - BE7°N°� ; CONSTRUCTION - - , r,��N COORDINATION SET 5 17 OS IFLUE Ii I , � �- — I � - CsARACxE 81CI � � I � I I C�ARACsE � ROOM I � I - _ - - — �. I I � I II I I STAIR I� ,I � � � I � � u � � � I 12m - Im 1 /2 - — CsARAC�E II STUD7 �sARA�sE ' _ 4 " — - STAIR � � � h 12m 3 3/ ENTRY � 12m - 2 _ _ ' EN7RY Drawing Title: _ _ � _ _ _ _ BUILDING SECTIONS I - - - � I BUT ER'S KI7GNEN NA�L BEDROOI'1 "4 < DININC; PA R7 — — — — _ — — — MASTER - - - - - - - - - BATNROOM - - - - - - � _ - - - - - - - - - - -i � I - - - - _ INTERMEDIATE - - - - - - - - - � �-T-� _;� ,� � - -- - - - - _ _ , �; IN?�t�l'1�DIATE ��.EVEL — — — — — — — — ` — � LEvEL � Im9 ' - 9 " — — — — lm9 ' - 9 " � 1 (I�9 ' - 9 Date: 1 I /2 4 /�4 STAIR - - ' I ProjectNo: 28��5 .�D - GRAWL SPAGE �AMIL7 ROOM EXERGISE MEGNANIGAL LAUNpR7 MECNANICAL Drawn by: SMK h1ASTER I BATNROOM 2 _ _ ' I Checked by : KS , _ _ O ORACsE _ - - - ' Sheet: _ I T LOWER LEvEL - - - - LOWER LEvEL FAMIL7 ROOM gg � _ 6 �� gg � _ �' � � � � 98 ' - �0 " �� ;_ �; � � ��� �� � � � � � � � � � N A6 . 1 �� � AioJ SCALE : I /4 ' ' = I ' _ a " (C� 2005 SMA � �� � -��� �� ' � '�� �. SYSTEM NOTE � � � '' � - z� SL� � - - — - - — - �,� g�� � Segerberg Mayhew � ��p �P � � RIPPED CAP� � PI�TUMB ED GONGRETE PAVERS ON BEDDINCs & Associates Architects , SAND WITN SNOUIMELT SYSTEM ON 4" CsRAVEL P.C.-A. I.A. 7x4 � I � i I, YxBLOPED � Ix4 FILL ON GOMPAG7ED SUBCsR4DE WITH i � I GA GOLORPD CONG�TE BORDER R PP£D P 8x$ P05T � � � � � BzB PO51 I pEYqdp I � 2za �Y� � , , P2 �LOR.QDO BUFF SANDSTONE ON CONGRETE 6xb � i I I I gxg pp57 6i�' I � 4" CsR4VEL FILL ON COMPACTED SUBCsRADE MTER'1EDIATE I i SLIpING _ MTEI7f'IEDIA7E II I I SLAB ON GRADE WITH SNOWMELT SYSTEM ON P3 SAND SET GOLOR4D0 BU�F SANDSTONE ON e ;,� P09T E'fNINp I I �RENGH }^x}° METAL e ;n P05T BENIND I : I� 4" GOMPAGTED ROAD BASE WITH SNOWMELT � r }•x�° thEra� i II ' � � DooR PICKETS '^ � �^X}° r�r,q� � ARCHITECTURE PICKE75 ' I , � � x Ii �t� PICKETS , I STSTEM ON COMPACTED SUSCsR4DE I � ' � �' x I}° MEtAL I P4 BUFF SANDSTONE ON SETTING BED ON W.P. PLANNING, INTERIORS ���z ��" METAL ' I, j �, il i � � BOttOM RAIL MEMBRANE ON 2 ' LICsNTWEIC=HT GONGRETE BoTtoM RAIL ! , ; BottoM RAIL I I CSLOPE TO DR41N) WITH SNOWMELT ON W.P. Main Office: Eagle-Vail I U100D I ' MEMBRANE ON PLTWOOD ON FRQMINCs 101 Eagle Road - euilding 6 I WDOD DECKNG WOODDEGCINCs , ; _ . �! _ ... , - � � - - II _li II _ i , DECKING - - - -I �_ . . ' ; o „ P5 2x�o WOOD DEGKINCa Avon, CO 81620 I i I _ . , — - - I - - Tel: 970.476.4433 � T.O. GK fiE : PLANS �" . I � 0O Fax: 970.476.4608 RE : PLANS ' ' ' , ' ' ' � ' ie'�: PLANS ' � ' ' ' FI REINFORGED GONGRETE SLAB ON 4 " CsRAVEL Denver Office RIPI'ED 1x RIPPED 4x FILL ON COMPAGTED SUBCsRADE. SEAL AT SLEEPERS I/4 Yx SLEEPER SLEEPERS EXPOSED LOGATIONS 1617Denaver, COet�, Zu02e C2 �TE�� F2 REINFORGED GONCRET SLA ON " TtCz Tel: 303.6233355 E B WATERf'ROOF 12 � �RANE PW� TRIM ��E PLYUIOOD, CsLUED AND NAILED TO WOOD JOISTS. Fa�c: 303.623 .2262 7x6 1RIM i �'U' �IM �3 STONE ON I 1/2 " GTPGRETE ON REINFORCED I „ info�i�smarchs.com = CONC T S A ON 4 Cs FI ON 1x10 1R 4 RE E L B RAvEL LL �n _ www.smarchs.com 2x8 RIM 2x10 TRI M _ - COM AGT �_ 8x8 OST P ED SUBCsR4DE P �n !4)-YxlO BEAM _ ��, C�OF��T gD. 4„ 4x4 TOP GORD F4 STONE ON 1 I/2 " GTPGRE7E ON 3/4 " 7tCs PLYU100D, ' ' Ixb SOFFI7 BD. BOARD AND 4x8 BEAM BATTEN SIDINCs exl4 eEMt CsLUED AND NAILED TO WOOD JOISTS. BxIY BEAM WIiN - 4x4 TOP GORD F5 WOOD PLOORING ON 3/4" PLYUJOOD ON I I/2 " QF CO( �s7PGRETE WITH 2x SLEEPERS SPAGED AT I6 " O.C. ��, G+MFEI�D EpGE 8x8 PoSi 8x8 POST �� Q� MAX. ON TrG PLTWOOD GLUED AND NAILED TO '` � _ � ' 'o O _ _ 4x8 BEAM, UJOOD JOISTS. 6" 8x12 BEAM NOTCNEp INTO F6 TILE ON 1 I/2 " Cs7PCRETE ON REINPORGED ' `r 8x10 BRACKET POST GONCRETE SLAB ON 4" GRAVEL PILL ON �' G RG � exl0 BR4GE, RE: 8?Ta1Gt. � GOMPACTED SUBCsR4DE 9 FOR GO�JEGTIc7N5 i F� TILE ON I I/2 CsYPGRETE ON 3/4 T �G F'L7WOOp, I • � � Sxl2 BEAM GLUED AND NAILED TO WOOD JOISTS. r �V I = _ _ �I 8x12 BEAM - _ _ �Y� FS � NFORGED GONGRETE /SLAB ONR4'TCsR.4vEL FILL �i � �sEp A RC��� � � � � � f� � � � � � 1� � � � fiION , � � � � K I� � fi ,� l � � � � � . � 3 1� � � �K � � � � ION - _I� � . _ _ ° : � _ � � � Aio .2 SGALE : I " - 1 ' - (I� " AC� .2 SCALE : I " _ I ' _ " axim BRacicET I exim BRaqcET ON COMPAG?ED SUBCsR4DE '-"' A�o .2 SGALE : I _ _ � li BEYOND F9 GARf'ET AND PAD ON 1 I/2 " CsYPGRETE ON 3/4" TtCs , I _ _ _ PLYUIOOD, CsLUED AND NAILED TO WOOD JC�IS7S. ` WALLS �� DRAINACsE BOARD ON 2 " RICiID INSULATION 4x4 TOP GORD R2 I � ON FOUNDATION WATERPROOFINCs ON ' -- '— GAST- IN-PLAGE GONGRETE FOUNDA?IDN 8xB POST __ — '` � '— UJ2 AIR INFILTR4TION BARRIER ON �" GDX � PLYWOOD SNPATNINCs ON WOOD FRAMINC= 4x10 BEAM � � WITH R- 19 BATT INSULATION AND 6 MIL. I, ' — POLYETHYLENE vAPOR BARRIER PROVIpE NORIZ. SLOCKINCs AS REQUIRED. � T � 8x11 BEAM 4x8 JOISTS � / =j � � � � � � I � � � � � � I � 4 � � �1 � � � � � � I � I � lU4 BOARp < I ATTEN SIDI G ON � N WI/lU2 W Q O StRUCtu� 8Xi2 BEat-� � AG .2 SGALE : 3/8 " = I ' - � " A6 .2 SCALE : 3/8 " = 1 ' _ � " LU5 I NR FIRE RESISTIVE GONS7RU Ti ER UL , 1 � � � DEGKINCa � � I � � DESIGN NO. U305 ^ I " Z W6 I HR PIRE RESISTIVE GONSTRUGTION PER UL A O DESIGN NO. U329 ^ � 62 C� IL NGS � �„� 2x10 FASGIA 8x8 POST I ix T S O 2xb FASCIA G " 7TPE 'X G7P. BD. ON FR.4MINCs PER G7PSUM �I 8x8 COLUMN bxll METAL PLATE ASS G A7 ON NO FG 5513 FO I R IN ^ r � , � �i ' i 4x8 CR05S BEAMS 4x4 TOP CARp ' 1 V 1 O ' ' i ^ � I I I 4x4 TOP CORD i RI GLASS B FIRE -RQTEp MEDIUM GEDAR SHAKES - STACsCaERED PATTEI�1 - INTERWOVEN WITH 3(D" FELTS � l I I I I ON W.P. I'1EMBR4NE ON }" GDX PLYWD. SHEATHINCs ON M � V i �� W 3 POLYISOCYANURQTE INSULATION ON TYPE 30 « Io, ' FEL7 ON " GDX PLTWD. SHEATI-IINCs ON UIOOD O \ / � I � I � IIIII � I �` � � � I � � � � �( � � I � I �1 - � � � . � I � � � � 9 � � � � I � I � � 1� � l�4 � � � . � I �I I � � ' 8x8 POST �RAMINCs WITH R- 38 UNFAGED BATT INSULATION ON 6 � � ' MIL POLYET4-17LENE vAPOR BARRIER I�I a ' F22 GLASS B FIRE - R.4TED MEDIUM GEDAR SHAKES - r ' � � II \ A/� .2 SCALE : I /2 " = 1 ' _ (D " Aro .2 SCALE : V2 " = 1 � _ CD " STACsCaERED PATTERN - INTERWOVEN WITH 30" FELTS ^ ^ , —� � 4x8 GR055 BEAMS p�,� w.Q. MEMBR4NE ON }" CDX PLYWD. SF-IEA?NING ON L � V 9 N ' NOTGNED IN?O P05T UJpOD FR.4MINCa ('� � 6 � 4x8 GROSS 6EAM O {Z3 GOPf'ER ROOFINCs � _ i - � BE70ND BASES 8x12 RIDCsE BEAM � , � ,, ; � ' SI T,SD. BT INTERIORS � i � f ( . — � ,- C OU�I 1. � � I CRl CUSTOM PROFILED GROWN MOLD, T }3D. BT � _ � , � . �- — — ° — T —dl ' — =- - Sxl2 BEAM I — - - — _ � � V � � � BEAM �3�� gEYGND G INT�IoRS I i � � EQ EQ � I I � CSI TBD. BY INTERIORS 4x4 TOP GORD i i ; I � � i � � � � ! ; � 8x10 GQ�,�NTERT�PJ I , i BR4CKET 8x8 POST i I � i j I � 8x10 BRACKET GTRI T$D. BY INTERIORS axa �oisrs _ _ _ _ _ I _ — j � I � � , i . : , I eeYOr� MISGELLANEOUS MORTAR SE? 4x10 BEAM �, , Sx12 AM - I � I I I ' I I I BE I I I 2x4 WI SH A 7 IM I I Ml REBRU ED GED R R FLAGSTONE METAL R41L - -- - — -- — - _ _ _ _ _ _ - - - � S1'ST M NOT S I I �� � E i Segerberg Mayhew ; A� & Associates Architects PI TUMBLED GONGRETE f'AVERS ON BEDDINCs SAND WITH SNOWMELT SYSTEM ON 4 " GR4VEL P.C.-A1 .A . FILL ON GOMPAGTED SUBCsRADE WITH GOLORED GONG�TE BORDER � CALORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITI-I SNOWMELT STS7EM ON 4" rsR.4VEL FILL ON GOMPAGTED SUBCsR4DE P3 SAND SET GOLORADO BUFF SANDSTONE ON 4" COMPAGTED ROAD BASE WITH SNOW`1ELT ARCHITECTURE, STSTEM ON COMf'AGTED SUBCsR4DE P4 BUFF SANpSTONE ON SETTING BED ON W.P. PLANNING, INTERIORS MEMBRANE ON 2 " LICsI-ITWEIGHT GONGRETE (SLOPE TO DR41NJ WITH SNOIUyIELT ON W.P. Main Office : Eagle-Vail MEMBR4NP ON PLYUIOOp ON FRAMINCs 101 Eaglc Road - Building 6 F'$ 2x6 WOOD DECKINCs Avon, CO 81620 Tel: 970.476.4433 �LOORS Fax 970.476.4608 FI REINFORCED GONCRETE SLAB ON 4" CsRAVEL Denver Office FILL ON COMPACTED SUSGRADE. SEAL AT EXPOSED LOCATIONS 1G17 WazeeStreet, SuiteC2 Denver, CO 80202 F2 REINFORGED CONCRETE SLAB CJN �" TECs Tel: 303.5233355 PLTWOOD, GLUED AND NAILED 70 WOOD JOIS7S. Fax: 303.623.2262 F3 STONE ON I I/2 " GYF'CRETE ON REINFORGED info(lu'smarchs.cum GONGRETE SLAB ON 4" GR4VEL FILL ON www.smarchs.com GOMPAGTED SUBGR4DE �I F4 STONE ON I 1/2 " CsYPCREtE ON 3/4" Tt(s PLYWOOD, �-- GLUED AND NAILED 1'O UIOOD JOISTS. - F5 WOOD FLOORINCs ON 3/4" PLYWOOD ON I I/2 " O f CO( CsYPGRETE WITH 2x 5LEEPERS SPA�ED AT 16 " O.G. '`E MAX. ON �" T <Cs PL7WOOD, CsLUEp AND hAILED TO �'`p O� 1„ WOOD JOISTS. F(� TILE ON 1 I/2 " CvYPGRETE ON REINFORGED ' 4 `� GONGRETE SLAB ON 4" GRAVEL FILL ON 'k S RG p ' � GOMPAGTED SUBC�RADE 9 Fl TILE ON I 1/2 ° CsYPGRETE ON 3/4" T <Cs PLYWOOD, �1, , GLUED AND NAILED TO UIOOD JOISTS. � FS CARPET AND PAD ON I I/2 " GYPGRETE ON � `rE� AA�,��� REINFORGED CONCRETE SLAB ON 4" CsRAVEL PILL '; ON GOMPACTED SUBCsRADE � F9 CARPET AND PAD ON I 1/2 " CsYPCRETE ON 3/4 " TtG PLYWOOD, CsL � IED AND NAILEp TO WODD JOISTS. � WALLS i �,J� D E BO RD O 2 " RIGID N A O ON FOUNDATION WATERPi200FINCs ON GAST - IN -PLAGE GONGRETE POUNDATION U12 AIR INFILTRQTION BARRIER ON �" CDX PLYUIOOD SNEATHINCs ON UJOOD �RAMINCs � WITI-I R- 19 BA7T INSULATION AND 6 MIL. POL7ETHTLENE vAPOR BARRIER PROVIDE 1-IORIZ. BLOGKINCs AS REQUIRED. rTl � U13 4" - 6 " NOMINAL STONE vENEER ON U11N12 I I J i UJ4 BOARD t ATTEN SIDINCz ON U12 ^ Q O U15 I HR FIRE RESISTIVE GONSTRU TI ER UL l 1 � � DESICzN NO. U305 ^ Wfo I NR FIRE RE5ISTIVE CONSTRUCTION PER UL /� O DESIGN NO. U329 [ 1 � � GEILINCsS ^�"''� � I Ix T S , J � O I G " TYPE 'X' GYP. BD. ON FR4MING PER GYPSUM � i ASS G AT ON NO F 5513 FO I R IN � ' ^ l V 1 �� RI GLASS B FIRE -RATED MEDIUM GEDAR SHAKES - w O STAGCsERED PATTERN - INTERWOVEN WITH 30" FELTS �/ � ON W.P. MEMSR4NE ON }" CDX PL7UJD. SHEATNING ON � O 3" POLYISOCYANURATE INSULATION ON TYPE 3m" FELT ON �" GDX PLYWD. SHEATHING ON WOOD �� � FR4MING WITH R- 38 UNFACED BATT INSULATION ON 6 � , MIL POLYETHYLENE VAPOR BARRIER � � R2 CLASS B �IRE -R4TED MEpIUM CEDAR SHAKES - � � STAGCsERED PATTERN - IN7ERWOVEN UJITH 30" FELTS � I i ON W.P. MEMBRANE ON }" GDx PLYWD. 9HEATHINCs ON M � UJOOD FR.4MINCs O {�3 COPPER ROOFINCs BASES 81 T$.D. BY INTERIORS , l I GROUIN �""1 I GRI CUSTUM PROFILED GROUIN MOLD, 7.S.D. SY INTERI OFtS CAS INCs CSI T.BD. B7 INTERIORS GOUNTERTOPS GTRI T.BD. 6Y INTERIORS MISGELLANEOUS �� Ml 2x4 WIREBRU9NED CEDAR TRIM M2 2x6 WIREBRUSHED CEPAR TRIM I M3 3x8 WIREBRUSNED GEDAR 7RIM M4 4x12 WIREBRUSI-{ED GEDAR Ti21M I M5 3xim WIREBRUSHED GEDAR TRIM M6 4x6 R5. GEDAR OUTRICsCsER RI M� Sx12 R5. OUTRIGCsER MS 4" THK STONE SILL RI M9 8" THK STONE LINTEL � - � ; , I i ! ' i , _� I — m SNOW FENGE _ ' �� t � - � - M� � GOPPER GU7TER AND DOWNSPOUT -- WITH NEAT GABLE i � _i i i �— i - F _ - - i � � - _ _ _ � Ml2 f'ERIMETER DRAINACsE SYS7EM � � r� _ , -_ '� i __ ' � '-� � �_ � 1 1 1� 1 � � _ � � � Ml3 6x8 R.S. BRQGKET Revisions: - ( � MI4 8x10 RS. BR4GKET ' � �� " ' ' ' '� ' "� ' '� M�5 aXe R.s. ceoaR ourRic,�eR PROGRESS PRINTING 1 -6-OS � � � - - � -� ! � �'� � MI6 8x14 RS. GEDAR BEAM PROGRESS PRINTING 3-4-OS � �_ � - ' � � ' �� ' Y ���� � I PERMIT SET 3- ll -05 l � - - CONSTRUCTION ( CZ . ) CsYP. BD. CxYP. BD. ''� cElur� - - cEiur� COORDINATION SET 5- 17-OS _ - PROPOSED RI - - - - CsYP. BD. PROPERTY MAStER - CEILING - , - LINE i � � BEDi�'1. - DININCs _ ' I ' -� - ws _ I I � � i � I � _ W5 lUL NO. U305). NL NO. U305 "i - - I lU NO. 11305). EXTEND GYP. BD. � . � �, �� � � _ � � - `i�� � ;" �� �� � ; EXTEND GYP. 6D. - - TO UNDERSIDE OF __ TO UNDERSIDE OF - _ � - DEGKINCs, T7P. _ _ DEGKINCs, tYP. F9 - I P5 � � � ' G7P. SD. KITGI-IEN � � _ o _ o• o o • � o . cEILING - I - � - , � Drawing Title: WALL SECTIONS PR�P05ED � � � i � � � 1 � � � MAStER - ���'� �rzo��rr PR I' I BATNRM. urrE I - I" AIR SPAGE Cs1?. BD. _ � _ CEILINCs - _ GYP. BD. GEILINCs w, a _ � - - - BEDROOM "3 (l1L NO. U305J lUL NO. U305) � � MASTER _ _ � � � - �ose� �� I - - BEDR1'1. 2 _ - PROPER?Y LINE i - - _ � P� AIR SPAGE Date: Il /24/�4 . o 0 0• � - __ I � o. . . . o . , �. o . ... . �- �� - — -- -- _ .- - �:.-. �_. _ _ -- _ _ - lUL NO. U3 - - UF� ' , � ' ', - - NL NO. U305) � F8� � _ � Fa Project No: 2 �fI��5 .�D2� � ; " i , r � � . � o o• - I - o • o - � o a Drawn by: SMK CsYP. BD. ' � " � � � ' ° ° ° � ' ° a . GEILINCs . , ° Checked b : KS . I ' Y MAS7ER 2 . ' CR4lUL SPAGE a a � � e BATN RM. , � ` a 9 a ° � ° Sheet: - ---- . . I "� = ° I` �. • . � � � � � �N � T � U � i ION � � fi � l � �U � � � � ON � i � U � i- i � � i� � fi �li � 2 ,4fi � Ofi � � 1� f fi � i� 0i� . � IN � � � fi � Ofi � � 1� I fi � � � � . L IN � � � . � -- I AC� 3 � SCALE : I I !2 " = 1 ' _ 2� " AC 3 , SGALE � I I !2 " _ � ' _ f� " � � -��- - -- - - - - — - � - — - — � � -� — — — -- - — � �� -- -� - — -- C 2005 5MA I � ---- -- - - -- - - -- -- -- - --- -- -- - - - - - - , I WINDOUJ SG�� DULE NOTES : � INDOI.0 SG � � DUL � DOOR SCI-�EDULE NOT� S : DOOR SGNEDULE i. PROViDE TEMPERED CsLASS AT ALL PATIO DOORS MARK MODEL WMDOW SIZE lllbcFl) l�llt DIM NEAD JAMB SILL NEAD HEICsF�ET OFF PLl'/SL R�I"IAR}C.5 I. ALL EXTERIOR DOORS TO 8E WEATHERStRIPPED. R , MARK Tl'P� LOCATION SIZE (UJ X W DOOR FRAP1E �ARDWARE TJ07E8 h }� AND WHERE REQUIRED BY GODE. A CG1824 - I I ' - 5 II/16 " x 2 ' - O " 8/A8.1 �/A8.1 6/A8.1 6 ' - 6 " 2 . ALL EXTERIOR DOORS TO BE 2�" TNIGK i Seger" erg May'•eW 2 . SEE ELEVATIONS POR WINDOW GONFICsURATION, � �� � �� , o , o �� „ LOWER LEVEL i B GG1848- I I - 5 il/16 x 4 -0 � � �� � �,� q � ' -m 3. ALL INTERIOR DOORS TO BE 1� THIGK � & Associates Architects OP�RABLE vENT LOGATIONS AND MUNTIN G GGi8l2 - I I ' - 5 il/16 " x 6 ' _ 0" , o . or o 8 � _ 0,� -m o R , 4. ALL DOORS TO BE STAINED AND S�ALED, PER Ulest Unit F'ATtERNS. / I �/ 1 / .I e'-m" STUD7, BRKFST.-EAST OUJNEi2'S APPROVAL, UON. 70P < BOTTOI"f ALSO. � �� �� OP C G i P.C.-A.I.A. 3. WINDOIU SIZES AND CONFICsUR.4TIONS ARE FOR D GG2428- I 2 ' - m" x 2 ' - 4 Il/IC� " . o � o q l ' _0" �• ALL DOORS TO BE GENTERED IN OPENINCs OR ON �I F FAMILY ROOM l2 ) 1 - 9 x� ' - 6 WOOD UJOOD T CsENER.QL INFORMATION ONLY. GONTRAGTOR TO �� � �� o 0 0 � �� 6 " + JAMS RETU�IS. IALLOW FOR U100D GASINCs.) 02 E 6EDROOM "3 2 ' - 8"x� ' -6 " WOOD UIOOD PRIVAGY E GG2448 - I 2 ' - (D x 4 - 0 8/ .i �/ $.1 6 /,4 I 7 -� 6 . PROVIDE DOOR STOPS AT ALL DOOf2S PER SUSM17 MANUFAC7RUER DAtA AND SHOP DRAUJINCsS F GG2460- 1 2 ' - 0" x 5 ' -0" � • � -J� ° 13 ' - 10 ", S' - (D" g DININCa OP G G FOR ARGNITEGT'S Af'PROVAL. FIELD VERIFY ALL .I 6/,4 � OWNER'S APPf?OVAL rD3 F BEDROOI"I "3 ICLOSET) ( 2J 2 ' -4 "xl ' - 6 " WOOD UIOOD WITH UMMY SIZE AND DIMENSION REQUIREMEN7S. Cs GG24'12 - 1 2 ' - m" x 6 ' -fd " 8/A8.1 1/A8.1 6 /A8.1 8� - m �� �� ALL CsI .AZINCs IN DOOR AND SIDELICsNT'S TO BE 4, I�LL WINpOWS AT BEDROOMS TO MEET ECsRESS �� � �� „ TEMPERED 04 E BATN "3 2 ' - 6 "xl ' -6 " 1U00D U100D PRIYACY H GG2836 -2 4 ' - 9 3/8 x 3 -0 11/16 S/A8.1 l/A8.1 6/A8.1 � ' - � S, ALL DOORS TO BE GASED BOTH SIDES �D5 E F3EDR001"I "4 2 ' -6 "x'T ' - 6 " WOOD U100D PRIVACY ARCHITECTURE, REQUIREMENTS. � J CG3212 - 1 2 ' -8" I1/16 " x 6 ' - m" 8/A8.1 '1/A8.1 6 /A8.1 8' - 0 " 9. PROVIDE DOOR t DOOR HARDWARE SHOP � PLANNING, INTERIORS 5. REFER TO 57RUC?URE FOR HEADER REQUIREMENTS. DRAUJINCsS FOR OIUNER'S APPROVAL fDb F BEDROOM "4 CGLOSET) l2 ) 2 ' - 0 "x� ' - 6 " WOOD UJOOD OP G G NOl"IINAL 51ZES FOR DESICsN INTENT ONLY. UNIT K CG324(D-2 5 ' -5 3/8" x 3 ' - 4 II/16 " g/q8.i '1/A8.1 6/A8.1 � � - � ° ITH UMMY SIZE NOT�p HERE IS LESS THAN ROUCaH OPENINCs L GG326O - 2 5 ' - 5 3/8 " x 5 ' - m " 4/A8.1 3/A8.1 2/A8.1 'l ' _ 0" 0l E BATI-� "4 2 ' - 4 "xl ' - 6 " WOOD WOOD PRIVACY MainOffice: Eagle-Vail SIZE. REFER TO WINDOW MANUFAGTURER FOR OP G TC l0t EagleRoad - euilding6 DETAILS. M GC3264 - 2 5 ' - 5 3/8" x 5 ' - 4 Il/16 " 4/A8.1 3/A8.1 2 /A8.1 8' - 0 " 08 E LINEN I ' -6 "x� ' -6 " U100D UJOOD ��TH UMMY nvon, CO 81620 6 . PROVIDE SGREENS FOR ALL OPERABLE VENTS. N CG32�2 - 2 5 ' - 5 3/8 " x 6 ' - m " 8/A8,1 �/A8.1 6 /A8.1 8� - 0 " 09 E ELEVATOR 3 ' -0"xl ' _ 6 " Tel: 970.476.4433 Fax: 970.476.4608 �. PROVIDE BUTTERFLY LEVER IN LIEU OF CRANIGS O GC3660 - I 3 ' - (O " x 5 ' - 0 " 4/A8.1 3/A8.1 2 /A8.1 l ' _ m" 1fd E POWDER "3 2 ' - 4"x� ' -6 " WOOD UJOOD PRIVAGY FOR FUTURE INS?ALLATION/GOOf?DINA710N OF P + GG3612 - I 3 ' - (D " x 6 ' _ (d " 8� . j -�� . �or �Q q 8' _ 8" S' _(D " g LIYINCs �FIXED W�NpOW AT EAST LIVIN DenverOffice WINDOW BLINDS 11 E POWDER "3 CSHOLLIER) 2 ' -2 " CsLASS PER P'fPR GLA35 SHOUIER DOOR � SIDE PANEL 1517 Wazee Street, Suite C2 Q T3224 - I 2 ' -8 11/I6 " x 2 ' - 0" 8/AS.I 7/AS.I - RE : ELEV. - TRANSOM 12 EXERGISE 3 ' - 0"x� ' - 6 " WOOD WOOD PASSACsE Denver, CO 80202 8. MODEL NUMSERS BASED ON SEMGO WINDOW AND � Tel: 303.623.3355 DOORS MANUFAGTURE LITERATURE R T3624 - I 3 ' - m ° x 2 ' -0 " 8/A8.1 �/A8.1 - RE: ELEV. - TRQNSOM Pp: 3/4" SKIN ON LASELED I 3/4" SC DOOR � j Fax: 303.6232262 13 E MEGNAf� IGAL 3 ' _ m"x� ' - 6 " PASSACsE , S P3(o43 3 � -0 " x 4 ' -0 " /A�.I � _ /ASdi c� � � _��� e�a.ai PR4ME W/ SMC7KE 9EALS AND GLOSURE I T P3C� 12 3 ' - 0 ° x 6 ' _ (D " _ _ g ' _ 0 ", 8 ' - 0 " BRKFS7.- WEST 14 E LAUNDRY 3 ' - 0"xl ' - 6 " UJOOD UJOOD PASSl�1CsE info@smarchs.com ' 6/A8.1 www.smarchs.com I U P40�2 3 ' - 4 Il/16 " x 6 ' -(D " 8/A8.1 - �o/A8.1 8' - �" 15 E MAS7ER BEDROOI`1 "2 2 ' - Im "xl ' - 6 " WOOD WOOD PRIVACY I V P48�2 4 ' _ 0" x 6 ' _ 0" g/A81 - 6 /A8.1 8' - � �� 16 E MASTER "2 BATHROOM 2 ' - 6 "xl ' - 6 " WOOD UJOOD PRIVAGY W P6D36 5 ' - m " x 3 ' -0 ll/16 " 8/A8.1 '1/,y8.1 - RE : ELEv. - TRAiVSOM 1� E MASTEF2 "2 GLOSET 2 ' - 4"x�f ' - 6 " WOOD WOOD "ASSACsE �� Q f �O(O� X P6(d40 5 ' -0 " x 3 ' - 4 I1/16 " g/A8.1 '1/A8.1 - f�E : ELEv. - TR.QNSOM 18 E MASTER "2 GLOSET 2 ' - 4"xl ' - 6 " U100D UJOOD PASSACsE ,`Q 19 E MASTER "2 SATHt�I'1. (TOILET) 2 ' - 4"x� ' -6 " WOOD UJOOD PRIVAGY � O " Y P�248 6 ' - (D" x 4' - 0" 8/AS.I "1/A8.1 - iZE : ELEv. - TRf1NSOM K � Z P60�om 5 ' -0 " x 5 ' _ 0" _ _ - 13 ' - 10 " 20 - MASTER "2 BATH�"1. ( SNOWERJ 2 ' -2 " CsLASS f ER MFR. CsLASS SHOWER DOOR t SIpE PANEL * S G , : AA P6m�2 5 ' _ 0" x ro ' _0„ /Ag 1 0 _ /A81 �'-m" LowER LEVE� a' -o�� MAIN OP G CH /A8.1 6 /,4 � LEVE�, 5'-m" SRKFST.-EAST 21 E EXERCISE CStORACsE ) 2 ' -6 "x5 ' - 0" W0017 UJOOP 7 WITI-I f1MY � � �� ' BB f'12�2 6 ' - 0" x 6 ' -fD" - - 6/A8.1 S' - � " 22 - 24 NOT US�D �, CG GFD2680 2 ' -8 �/16 " x 8 ' -0" IN - SWINCs FRENGH DOOR East Unit � ED AR��`�� DD GFD3(D610 3 ' -2 �/16 " x 6 ' - 10 I/2 " IN-SUJINCs FRENCH DOOR 25 E BEDROOM "3 2 ' - 8"xl ' - ro " 1U00D WOOD PRIVAGY EE GFD308(D 3 ' - 2 l/16 " x 8' - 0" IN -SUJINCs FRENCH D0012 26 F BEDROOM �'3 CGLOSEt) l2 ) 1 ' -6 "x� ' - 6 " WOOD U100D OP C G FF GFSD6ID61ru 6 ' - m 5/8" x 6 ' - 10 I/2 " SLIDINCs FRENGN DOOR ITI-{ UMMY 2� F BEDROOM "3 (GLOSET) l2 ) I ' -6 "xl ' - 6 " UJOOD UIOOD �P G G CsCs GFSp6m80 6 ' - (D 5/S" x 8' - m" SLIDINCs FRENGN DOOR ITH H 326 - I 2 ' - 8 I1/16 " x 5 ' -m" 4/AS.I 3/AS.I 2/AS.I ' - 0" �$ E SATH "3 2 ' - 6 "x"I ' -6 " WOOD UIOOD PRIVAGY JJ P48�2 4 ' _ " x 6 _ m " _ _ 6 �qg � 8' _ 0 " 29 E BAtI-4 �'3 ItOILE?) 2 ' _4 "x� ' - 6 " WOOD WOOD PRIVAGY KK P4836 4' _(D " x 3 ' - � I1/16 " S/A8.1 7 /AS.! - RE : ELEv. - TRANSOM 3� E POWDER "2 2 ' - 6 "xl ' - 6 " WOOD U100D PRIVAGY 31 POUJDER "2 (SHOWER) 2 ' - 2 " CsLASS PER MFR. GLASS SHOUIER DOOR � SIDE PANEL � 32 E LOUJ STORACsE 2 ' - S"xl ' - 6 " LUOOD UJOOD PASSACs� 33 E MASTER BEDROOM "2 2 ' - 8"x� ' - 6 " UIOOD U100D PRIvACY � � O 34 E MAS7ER °Z GLOSET 2 ' -6 °x� ' - 6 " WOOD WOOD PASSAC-�E � � � 35 E MASTER "2 BAtHROOM 2 ' - 6 "x7 ' - 6 " LUOOD UIOOD PRIVACY � O 36 E MASTER "2 BATHRM. ITOILETJ 2 ' - 4 "x� ' - 6 " UJOOD UIOOD PRIVACY �/ � � - MASTER "2 B.4THRM, ISNOWER) 2 ' - 2 " CsLASS PER MFR. ��ASS S+�IOwER DooR � SIDE PANEL � I FLI O 38 E ELEVATOR 3 ' - m"xl ' - 6 " 39 E LAUNDRY 3 ' - m"x� ' - 6 " WOOD LUOOD PASSACsE ( , � O 4m � MEGHANICAL 3 � - 0"XT - 6 " PASSACsE FD: 3/4" SKIN ON LABELED 1 3/4" SG DOOR ! ^ s�ci.a� FRAME W/ SMOKE SEALS AND GL05URE � ' \ 41 E MECNANIGAL 1S70R�4CzE ) 2 ' - 6 "x� ' - 6 " � O v INTERMEDIATE LEVEL ^ r� Wes: Unit � � M-� IOrD E ELEvA70F2 3 ' - 0"x'1 ' _ 6 " � � � 01 E UTILITY 2 ' - 0"x'1 ' - 6 " WOOD WOOD PASSACsE M � I 102 E POWDER "2 2 ' - 6 'kT - 6 " WOOp WOOD f'RIVAGY O 1�3 E GLOSET 2 ' - 6 "x� ' - 6 " WOOD WOOD PASSACsF � � I 104 E I"fASTER BEDROOI"I 2 ' - 10 "x� ' - 6 " 1U00p WOOp PRIVAGY 05 E MAS i ER BATHROOM 2 ' - 6 "x"1 ' -6 " WOOD WOOD PRIVAGY 106 E MASTER GLOSET 2 ' - 4"xl ' - 6 " UJOOD WOOD PASS,QCsE 0� E MASTER GLOSET 2 ' - 4"x� ' -6 " WOOp WOOD P,4SSACsE 108 E MAS?ER BATI-{RM. ( tOILETJ 2 ' - 4"x� ' -6 " 1U00D UIOOD PRIVAGY 1m9 MASTER BATNRM. CSNOUJER) 2 ' -2 " CsLASS PER MFR. GLA58 3HOWER DOOR � SIDE PANEL 10 - 14 NOT USED Easc unrr. 115 E MASTER BEDROOM 2 ' -8"x� ' - 6 " 1U00D WOOD PRIVAGY II6 E MASTER GLOSET 2 ' -4"xl ' - 6 " 1U00P WOOD PASSACsE I II� E MASTER GL05E7 2 ' -4"x7 ' - 6 " UJOOD WOOD f'ASSACsE 118 E MASTER BATHROOM 2 ' -6 "x'1 ' - 6 " WOOp WOOp PRIVAGY 19 E MASTER BATNfi1`1. ITOILETJ 2 ' -4"xl ' -6 " UJOOD WOOD PRIVAGY 12m MASTER BATHRM. ISHOWER) 2 ' _2 " �sLASS PER 1"fFR. GLASS SHOWER DOOR t SIDE PANEL Revisions : i2i E ELEVATOR 3 ' - m"x� ' - 6 " PROGRESS PRINTING 1 -6-OS 122 E BEDROOM "4 2 ' _ S"x� ' _ �o " WOOD WOOD PRIVAGY PROGRESS PRINTING 3-4-OS 23 F BEDROOM "4 IGLOSETJ C2 ) 2 ' - 4 "xl ' - 6 " WOOD WOOD OP GA GY PERMIT SET 3- 11 -OS � 124 E BATI-I "4 2 ' -6 "x� ' - 6 " UJOOp WOOD PRIVAGY CONSTRUCTION 25 Gi24WL SPAGE 3 ' - 6 "x4' -(D" GRAUIL SPAGE ACGESS PANEL COORDINATION SET 5- 17-OS 126 GR4WL SPAGE 3 ' -6 "x4 ' -0" GRAIUL SPAGE AGGESS PANEL ' 2� GRAUJL SPAGE 2 ' - 0"x3 ' - 0 " GRAIUL SPACE ACCESS PANEL 2B GRAWL SPACE 2 ' -0"x3 ' -0" GRAWL SPAGE AGGESS PANEL �NTRY LEvEL West Unit 200 D CsARACsE �S� _ m ��xg� _ � �� E?AL W/ METAL UTO TIC SEGTIONAL OvERNEAp pOOR WITH APPLIED vENEE WOOD VENEER 201 E MUDROOM 3 � - 0"X6 � - S�� WOOD WOOD PRIVAGY FD: 3/4" SKIN ON LABELED 1 3/4" SG DOOR � FRAME W/ SMOKE 5EAL8 AND CLOSURE 202 B MUDROOM 3 ' - 0"x6 ' - S" 1U00D 1U00D ENTRT NOTES : 203 E ELEvATOR 3 ' - fD"x'l ' - 6 " DWINDOW &1DOOR 1. REFER TO COVER SI-IEET FOR CsENERAL NOTES. 204 A ENTRY 3 ' -0'k� ' - 6 " WOOD WOOD ENTRY GUSTOM 51DE LITES MULLED TD DOOR FR4ME SCHEL?ULES 205 F ENTRY (GLOSETJ l2J 2 ' -4 "x'1 ' -6 " WOOp WOOD OP G C 2. SEE STRUGTURAL DR.4WINCsS FOR FR4MINCs t FOUNPAtION U11T1-I UMMY INFOi�t"IATION. 206 E STUDY 2 ' - 6 "x� ' - 6 " WOOD WOOD PRIYAGY 3. WINDOWS ARE SHOUIN SGNEMATICALLY ONLY. 2Q,� E STUDY 2 ' - 4 "x� ' - 6 " WOOD WOOD PASSAC:E 4, SEE MANUFAGTUREi2'S DATA FOR EXACT GONFICaURATIONS 208 E POWDER 2 ' - 4"x� ' - 6 " WOOD WOOp PRIVAGY < D11'�'IENSIONS. PROVIDE JAMB EXTENSIONS I� REQUIRED. OP C G 209 E POWDER �LINENJ 1 ' -6 "x7 ' - 6 " WOOD WOOD ITH MMY 21rD POWDER ISNOWER) 2 ' - 2 " CsLASS PER 1"1FR. CsLA3S BNOWER DOOR � SIDE PANEL 21i - 214 NOT USED Date: l � / 14/�4 QOOR 7YPES Eaet Un �t = I ' -0" I ' -0" � � _��� 8�� 6 �� 8�� 8�� g�� g�� 8 0 � Je ie_I� 215 A ENTRY 3 � - 0"X� � - 6 " UJOOD WOOD ENTRY GUSTOM 81DE LITES MULLED TO DOOR FR4ME Project No: 28�D(DS .CD� � 216 F ENTRY CGLOSET) ( 2 ) 2 ' -0"x'1 ' - 6 " WOOD WOOD OP GA G IT Y Q - �� o' _ , 21� E LINEN 2 ' - 0"x"f ' _ 6 " WooD WooD �� G GY Drawn by : SMK , � � I DooR DooR 2i8 E POWDER 2 ' - 4°x� ' -6 " UIOOD U1oOD PRIVAGY - �-- ' ST�'LE STYLE 0 -_ 0 , T.BD. BY T��� $Y 219 8 MUDROOM 3 ' - 0"x6 ' -8 " WOOD WOOD ENTRY Checked by : KS INTERIORS INTERI ORS _ ' -'O � '° �I -�`" 22(D E MUDROOM 3 � - 0"X6 � - S" WOOD U�OOD �IVAGY FD: 3/4" SKIN ON LABELED 1 3/4" SC DOOR � � i FRAME W/ SMOKE 5EAL5 AND GL03UI� ' - � � � �� ' � �� �� FD: 3/4" SKIN ON LABELED I 3/4" SG DOOR . Sheet: 0 221 E ELEVATOR LOBBY 3 ' - 0 xl ' - 6 WOOD WOOD PASSAC:E � 0 , I, I , FR4ME W/ SMCNGE SEALS AND CLOSURE � i i � = 0 222 E ELEVATOR 3 ' - fD"x'1 ' - 6 " ! � � 223 G CsARACsE 9� - 0"XS� - 0" ETAL W/ METAL UTO TIC SEGTIONAL OVERHEAD DOOR WITH APPLIED IENTRY7 IEXTERIOR) IG,ARACsE ) (fsqRA�sE ) IINTERIOR) CINTERIOR- PAIRJ �EE O wooD verrEeR TYPE °B ° TYPE °G° TYPE °P ° TYPE °E ° TYPE °P ° 224 G CsAR4CsE 9 ' - 0"x8' - 0" T�HEE METAL �U O TIG �OD vEA E£R RHEAD DOOR WITFI APPLIED tY� ,�A ,� A8 . 0 � � 2005 SMA - --- � - -- -- - - - ---- - --- - - ----- -- -- - - - - - - - STONE GAP � I ABOVE i II� ; � � i _ __ NOM. 6 " STONE STON� I VENEER i VENEER illl ' I Segerberg Mayhew k � � i � � � � � � � I � � � � & Associates Architects ��' ; �S� � , . Ij - - � � �� P.C.-A.I.A. , , � � / 2x2 HDWD TO � \ , � ��� X �� MATGH POOR BOARD E I - _ � ' � � �s� , � PRAME BATTEN SIDINCs , � ' � � EXTEND PLASHINCs � " �, ; �; � �� HEADER � � = - - - - - - ` , I � - UP 12 ° I I i RE: STRUGT. � � �i ALLOW �" @AP POR I i � ; � '� , � � ! I SEALANT BELOW i ARCHITECTU:iE , � �� � H I „ I GOPPER EAD I + PLANNIN INTERI RS G O , \ ; � EXTERIOR INSWINCs FLASHING _ I , � �� � DOOR RE : SGHEDULE � .d � ', „ I . BoaRD < BATTEN �� � . ,' � � � `� I � , � �'� I Mam Office: Eagle-Vail i � e SLOPE GU7 � � � I �� 101 Eagle Road - Building 6 I IN S D Cs v A oa CO 81620 � � , � . I . � � �� TeL 970.476.4433 . � i � _ I Fa�c: 970.476.4608 x8 N A T IM III, 3 E D R I ��I ; ; �� I �I Denver Office 11 I/4" I/4 ' �. I T7VEK OR � . . . � t617 Wazee Street Suite C2 � FELT DOU1N I I � �1 , T �i . . . ,II ; STPEL LIN EL i Deaver, CO 80202 BOARU AND I 1/2 " Ii ', I I OVER Ix i ' � �� � ,l Tel: 303.623.3355 BATTEN SIDINCs � � ; � � ` � �� I I � ��� � li 22 2 � � I Fax: 303.623 6 � m � - J = - � ' ; - � info@smazchs.com � � � I.. � ; . . �. i i � i . � � � � � � � � � � � fi � � � � � ' . '� � I - � � '�, , _ � www.smarchs.com � ' � - - - -- - - - -- ::� �� _ ... ., .._ . . _ . - - .. - ... ._ - - - . �, '�� It : - . . . .. : ! _ --_ . -- � _.--� _- -_ _ � ' ASJ SCALE : 3 " = I ' - � " � � 0 � - I 2x6 JAMB TRIM Ix6 BLOGK DRIP CUT � �� � � �' co�P�R � �'� � � � Boarz� � Of -�0 ! ; � � / � ; ` FLASNING � � � BATTEN 61DINCs CSJ � �'t� �� ��� � � � t ����� I �� EASE TRIM IGE� DRIP EDGE � � 5� � 11 � � . . . yj = . � i I . I 2x2 H W TO �� 4 D D ,. � t , \ � � � , , � FLASHINCs (S) , 'i� �'� � MATGH DOOR � �'� � / 1, I � I , = FRAME � � � S RG � � ' - ! 59 � ,. i ' �` . � � . . = � - - -. - -- - - � � I�C� � � - - - - - - - - - - - - _ �� � � � �� / � � ���� � TYVEK OR PEL7 '��� Ruaa�� caP - ; � � �, � � ' � ; oveR ix a�ocK '�ED AR��� CSAME STONE � � i� �'� �� �� A 21 � I � � � � ' � � /� � AS vENEER) � �� � „ � , �`� �� `�.. �, � �'� �� � EXTERIOR _ N� _ � � � � � INSWING DOOR � � �� � � • � �� \ � � �\ i i RE : SCNEDULE � / I A8.1 SCALE : 3 - I ' - � � , � I �� 8 � � � � � � � � � 4 � � � � � � � � � � � � � � � � � � � � � � ��,� � � �� , , � � � � \ STONE vEnEER �� _ �� � �, ; , , ,� l ��` 1 � �� �l �� ��, � A8.1 SCALE : 3 " = I ' - � " A8.1 SGALE : 3 " = I ' - � � � �� ,� � I ,I � � AIR INPILTRATION i � � ' i � i� �" �� ' I � �- � �`� /� j� � BARRIER �'- � � � �i � �', � � i _ 12 !� � � � � f-1 � � � I � � I `i � � NOM. 6 " STONE , � � � � ,,i BOARD � BATTEN '� i � i , i . � ' �� � , i �, A N vE EER � ' i JAMB TRIM BE70ND �� �� I � �\ S DING � , - � � � I A8.1 SCALE : 3 = I ' - �D � � � � � � , IN- SUJINCs � i � i , � i . i I = P RENCH GONT. A H SI �� GON7. ADHES VE i � � - - :' i � I D E vE n DOOR � � MEMB. JAMB i �� MEMB. JAMB ' i'' , i .. � /� i i � �""1 O 17 � � � � � ' I � � � � � I � I �l � � � � � � � ^ ! FLASNING, EXTEND i " FLASNING, EXTEND � - i � � ^ WRAP WP MEl"1BRQNE � � � EA. 61DE OPENINCs � ,� � I,I � UP UNDER DOOR AS.I SCALE : 3 ° - I ' - Q' " MIN. 8" BEYOND i / MIN. 8 BEYOND i il � ' 1 '� P�M�� CG) 9 TI-IRESHOLD ' � � i \ - i . EA. SIDE OPENING i � O ' O . . ':O . . � ' . " ' 2X DOOR SILL, SILL B�LOW i � PAN PLASHINCs i �i � . � � _ - ' SLOPE TOP i � _� BELOW i , � � . � WOOD DEGKIN�s �" TYPE 'X ' CzYPSUM BOARU i �� CONT. ADHESIVE ' � - ' � � O PAN FLASHING � ' , � r � .��. � ON WOOD STUD FRAMING � MEMB. FLASHING i ' ' � BELOW i ' - - - - - RE: PL - - DOUBLE STUD i � BELOUJ Z II , ° I 'I I T ^ � V1 � , i i \ - � �I" ' ; � � O Z i , i . i / _ � i �. . -i - � ) i � \ � .- - � � I _ i I I �� � I� _ . _ -�--� � i / .. I . . ° � ._. . . . - � � � V GONT. ADHESIVE � � i �_�l " i �� � _ _. I , I � � MEMB. FLASHING i ' � � I ' I ' � O BELOW ' _ � � i i � �� �j,� � i � BOARD AND 2x6 R5. " � � I � CSJ i �I � BATTEN SIDING "L�T- IN" STOP � I I ` N 2 (I� I �f � � � 1� � � � � � � � l� Ix BLOCK , I M � �" WOOD JAMB GUSTOM PROFILE (S) I I SLOPIN@ SILL� O I �� A8.1 SCA� E : 1 I /2 " = I ' _ � " KE�ED < SIZED UIOOD GASINCs SILL BELOW BELOW I � � i EXTERIOR WOOD 16 � � � . I l �l � . � � � � � � � � DOOR, IN-SWINCs I STONE VENEER BEYOND A8.1 SCALE = 3 " = 1 ' - O " I-IEAD SIMIL .4R ' OR SLIDIr1Cs I I I � I III I /� i � � �, I � Ff2ENCN DOOR WRAP U1P MEMBRQNE 3 �J I I �1 � O UJ �J f� � � I � � I � I �l � I UP UNDER DOOR I I I * I III /� }� /� t� � I �c) - _ �s� THRESNOLD * I I I � W I I �l � OW �J /� I I � �1 � � I D I I �l� A8.1 SCALE : 3 " = I ' - � �� �� �a� „ i II I �I � T 1.1 � � � I �QLA� � . O ' . O' . . • ' 6 STONE DOOR A8.1 SGALE : 3 " �i" � �� p . � ' SL `JIL�• SLOP �\A8.1 INSTALL WINDOW IN GONT. PE� d � . � Q . . . S - d INSTALL WINDOW IN a RE� PLANb I _ _ BEAD SEALANT (ND. t � ,Q GONT. BEAD SEALANT JAMB ONLYJ . . . . . . . - - � CHP. < JAMS ONLYJ ', ' - JAMB BEYOND PAN FLASHING, END PAN FLASHI�.Ifs, HND � ' _ O � � ' - - - DAM AT EA. JAMB CS) - - - - - - - - DAM AT EA. JAMB l J , I i ND 'R RE: STRUGT. (S) ❑ _ ADHESIVE ' ADHESI VE . d - - I - _ . � i - . - � 4" THIGK SLOPED � -_ � � I ' BTONE vENEER a - ' I ' " 'I Ix BLOGiG - GONT. ADNESIVE STONE SILL - � � CONT. ADHESIVE MEMEB. I _ _ I SILL PLASHINC3, EXTEND I GORNER \ 2x12 FLAT EAGH STO ES 2x6 � iI I� �"��8�ILL II I � I � , Revisions : 4 3x8 I LA , EXTEND ' � r " � MIN. 4" BETOND EA. _ - , r , , , I i / ` EA. SIDE OPENDINCs. SLIDE "TNRU iiii \ i � ' SIDE OPENING. ENPS d I , TRIM ��_ � �` � TURNED UF' AT EA. JAMB PROGRESS PRINTING 1 -6-OS ' , I � , ENps rur�E� u� � ' � ! PROGRESS PRINTING 3-4-OS I I III , i � AT EA. JAMB � r � i I " SHIM �" : SELOW �I PERMIT SET 3- 11 -OS 19 � �f � � � i� O 1� D � � � � � I O v � � � r RS. GEDAR SL IDE "THRU i ; I I I FLASHINCs UPR4NE � � ,,; �� ; ' WINDOW TO � I - - - � I � � - - - - _ FLASHINCs UP�NE 11 � � ALLOW DR41oACsE �XTEND MIN. 2 " - - - - - �.'i �'`/. \ i , ALLOW DR41NACsE ' CONSTRUCTION � I r DOOR W/ �q" BEHIND PAN, � BEYONUPEA. SIDE i, � i i COORDINATION SET 5- 17-OS A8.1 SCALE : 1 I /2 - i ' - � � '-{ WINDOW TO � � .� � vAPOR BOAi2D t GEpAR VENEER I-- ALLOW STONE TO EXTEND MIN. 2 I ' \ OF OPENINCs i I i � BARRIER � I/4 " BATTEN SIpING RE : ELEVATIONS PROJECT �" BEYOND EA. SIDE �� X-' vAPOR � �I �, � � i � , CPATTERN VARIESJ cp OF OPENINCs , I _ I , BARRIER I " F, �� � I i i ' B A S E T R I M WEATNEi2STRIPPINCs ; � L STONE VENEER I � �i RIP 3x RS. TRIM ARGNED WOOD � B�A� � � � ` i NOM. � ! i JAMS TRIM BEYOND 6PRINCs PDINT BATTEN SIDIN@ � I ^ � EX?ERIOR WOOD HD. TRIM � _ � � �'` � i '� -� � i � DOOR, IN-SWING � �- --� AIR INPILTRATION i � � � , OR SLIDINCs U.JRqP Wr MEMBRANE AIR NFILTRATION I �' � BARRIER i _ , FRENGI-I DOOR ' ' � SARRIER � I � ' i I , � ' ` � UP UNDER DOOR I ' � � i j� i CGJ - : - CS THRESHOLD l �j � � � � I I� � � O �N � � � � I � - � I D I N � , '': � i (J ,� � ' I . � � -- , � � 2xDOORSILL, I� � /� � � � � 1.� � � � � � f� � � � � � � C� � I � � � � � I � � � I � Ik� I � � 2 � I � 1� � � � I � � I � � � � � � _ �� �� - �� SLOPE TOP A8. 1 SCALE : I 1/2 " = I ' _ C� " ��t P1z._ o ':o . . � - sroHE PavE� A8.1 SGALE : I I /2 " = I ' - fD " A8.1 SCALE : 3 " = 1 ' - (D " AS.I SGALE : 3 " = I ' - �D " �S� sLOP PATio Drawing Title: _� . , . . . f� � �� . . b. �• : o ' • . : . o •..� :.- o • • . • . �- � 20. = ae.i - - �- ; aa., - _-- , - I SIDIN O DEDAI S AND : . c�' DOOR SIZE + I " 3/4 " � {�OLLER TR4GiG ' � GAR4CsE 2x8 FLAT - , I . _� � � ; l 1; � � DOOR ��� TYFE 'X ' - 0 � r '� I O � CsYP. BD. - - 3 I/2 " - -. � � � � �-1 � '', � , J 2 . _ _ 3x8 N A I � D -- � � - J � I � - -_ . . __ . _ , i - � ' I TRIM -3 I Q _ I " CEDAR � i - 3 � i - - - A I � �� VENHER Y � y - . � 2x6 JAMB � i � . - _ m a.e.i � 4 U 10 STONE I a _ � _ � BATTEN 51DINCs - I_ '_ � O z - - TRIM - - BOARD t WEA7HERSTRIP � W � - HEAD a - ,n WOOD JAMB U IU � 2x6 SILL 4" Rl18BLE IIIIfi� /� /� - TRIM � 18 � f� � � � �f � I 1� 1�t � � d� � I � - BASE TRt1"I I � STONE Date: 11 /24/�4 � STONE I i I SILL -SLOPED _ I � � � I „ RIP 3x RS. TRIM 1/ENEER--� A8.1 � � _ _ , 3 I/2 . SCALE . 1 1 /?. = I PJ - . � - ; ; Pro�ect No: 28��5.�� , . . . . . b I � I 1 �� 5 UJ I l�l � O UJ T i� I 1�'I ,� T � I � I N � � �J I N � O .�U -- - � `- 9 � � � � � � � � � � �Jr� � � Drawnby : Sl"1K � � � � � � � � � � � 14 � � � � � � :� �J � � � � � � i I i = � � � � � � AS, I SGALE : I I /2 " = I ' _ m " A8.1 SGALE : I /2 " = I ' _ � " A8.1 SCALE = I /2 " = I ' - � " Checked by : KS A8. 1 SCALE : I I /2 " = I ' - � Sheet: I � NOtES : 1. REFER TO GOVER SHEET FOR CsENERAL NOTES. 2 . RE�ER TO SHEET AS.m FOR WINDOW < POOR SGHEDULES. 3. SEE STRUCTURAL DRAIUINCsS FOR FRAMINCs t �OUNDATION i INFORMATION. � � . � � 4. WINDOWS ARE S1-IOWN SCNEMA7IGALLY ONLY. 5. SEE MANUFAGTURER'S DATA �OR EXAGT GONFICsURA? IONS d DIMENSIONS. PROVIDE JAMS EXTENSIONS IF REQUIRED. �� z005 SMA I - - -- --- - --- -- -- -- - NOTE : TNIS DRAUJINCx IS �OR PR� LIMINAR`f" - -- - — ELECTRIG�L. LEC3END — - - - -- - - -- - - - NorES . - - - - - - ---- - - - — - - � � tt ta t I. ALL GONVENIENGE OUTLETS MOUNTED L �� OU I . � � � C I RIC� L CON I I�AG I OR IS SYMBOL DESGRIPTIDN SYMBOL DESCRIf'TION S7MBOL DESGRIPTION g 15" AFF TO � U.ON. R� SPONSIBLE �OR GOORD IN,4TION UJITN � DUPLEX GONVENIENCE OUTLET Q REGESSED INGANDESGENT LIGNT FIXTURE `O` EXFIAUST FAN 2. PLAN IS �OR DESIRED LAYOUT OF ELEGTRIGAL ITEMS ONL7: Seig�iT��irg May�eiW GONTRACTOR TO PROVIDE INSTALLATION TO MEET ALL LOGAL & ASSOCiat6S A7C}I1tECts ELEC7RIGAL REQUIR� MENTS UJItN OT+-EER TRADES �� GlUADRUPLEX CONVENIENGE OUTLET � WATER PROOF RECESSEp INGANDESGENT LICsNT FIXTURE '�' EXHAUST FAN/LICsHT GOMSINATION q D FIRE DE�T�EG�ON S STEMINCs GODE REQUIRED SMOKE P,C.-A.I.A. �4ND TO INSURE GODE GOMPLIANC� UJITN ALL ��� D�UND AULEWTERUPOUTLET - � LIGNTFI��� �CE53ED INGANDESGENT � THERMOSTAT 3. GOORDINATE ALL MEGHANICAL AND ELEGTRIGAL EQUIPMENT APPL IGABLE BUILD INCx CODES DUPLEX GONVENIENGE OUTLET CEILINCs MTD. INGANDE3GENT LIGHT FIXTIiRE � JUNGTION BOX - GEILINCs PENDANT AND REQUIRED AGGESS PANELS WITH Af2GNITEGT IN ADVANGE. � e SPEAKER 4. GOORDINAtE WITH ARCHITECT AND OUINER DUPLEX GONVENIENGE OUTLET G FOR ALL DPVIGE LOCATIONS. �"« MOUNTED - d2 " AFF. LIGHT FIMU1� O fill DUPLEX GONVENIENCE OUTLET - R C M D = ELECTRIGAL PANEL —�� `H'�1P UIEATNERPROOF INGANDESCENT LIGHT FIXTURE 5. ALL REGESSED CAN LICsHTS SHALL BE l5W � FLOOR MTD. DUPLEX GONVENIENGE OUTLET SU�AGE MOUNTED FLUORESCENT LIGHT FIXTLLRE �ep `'.�I"1dCE DETECTOR Ul/ GOILEX BA�FLE UNLESS CTHI�WISE NoTED. ARCHITECTURE, , PLANNING, INTERIORS � FLOOfz MTD. HALP-sw�TCHED GavvENIENGE OUTLET � RECESSED PLUO�SCENT LIGHT FIxTURE o� GARAGE DoOR oFENER 6. PROVIDE SLOPED GEILINCs TRIM RINCsS ADEQUATE � HALF-BWITGHED GONVENIENGE OUTLET QQ.LLS3 STRIP LIGHTINCs - BA� BULB GEILING FAN To SET FlxTURES LEvEL AT SLOPED GEILINCsS. Main Office: Eagle-Vail 101 Eagle Road - Building 6 � 270v TRAGK LIGHTIr1Cs � �XIT LICsI-!T �. ALL LIGNtS AT SNOWER AND 7UB5 1'O NAVE GA5ICETED, M015?URE-PROOF, OPAL Avon, CO 81620 LENSES. Tel: 970.476.4433 � SWITGH 0 WALL SGONGE � EMER'sENGY LICsHT Fax: 970.476.4608 8. ALL FIXTURES SHOLLN ARE TO SET SGNEMATIG QUALITT LEvEL AND LIGHTINCs �g 3-WAY SWITCH � GNANDILIER Q HEAT LAMP 7YPE ONL7. FIX?U�S /�!D DEVIGES TO BE AS 9ELECTED BY OLLNER SUBMI? Denver Office FULL CU7 SNEET ON ALL FIXTU�S AND DEYIGES FOR OLLNERS AFPROVAL. 1617 Wazee Street, Suite C2 $4 4-WAY SWITGH �� UNDER-GABINET LICsHT Q P£NDENT LIGHTINCs ILOU! vOL?ACsE) Denver, CO 80202 RECESSED BTEP LIGNT SPEGIAL f'lJRP03E OUTLET 9. GOORDINATE ALL INTERIOR NONSTRUCTUR4L DROPPED GEILINCsS Tel: 303.623.3355 $p DIMMER SWITGH a � WITH INTERIOR DESIGNER Fa�c: 303.623.2262 � LICsHTED SWITGN � T£LEPLlONE OUTLET PATH LIGNT i -- il / � �L � 10. ALL T.v., 7ELE.,COMPUTER, ALDIO AND SEGURITY WIRINCs, DEVIGES, info@smarchs.com / SYSTEMB TO BE AS SELEGTED BY OtUNER / � �� SWITGH IN DOOR JAMBS f� TELEVISiON OUTLPT �p DOOR BELL www.smarchs.com / II. ALL UGHT FIxTURES TO BE ON DIMMER SWITGN, � � EXCEPT FLUOR£SGENT FIXTU�S / / � � pf C0�0 � / � �Q� o i , 5 0 COORDINATED � CAORDINATED K �� D �� ELEGTRIGAL I ELECTRIGAL * S E G ' � 12EQUII�MENTS �QUIREMENTS i PER SPA hIFR 1 97 // PER SPA MFR � �i �,` - j SPA � sED AR����� I �� � SPA � .`. I � � l � I i � � . 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I I � �� i' � � � � �� � , `+' � �ApDITIONAL ELEGTRIGAL TO� LOWER LEVEL SCI�' MATIC i � - � �_ � � % CORRpINATEC IN FIELD WI7N ELECTRICAL PLAN � \ � � '�� '�� � - - �/ - � — �� � / MEGNANIGAL CON?RAC?OR . _ � � _ - — . _ - - - - - i lJ / ` � � ; - � - - I _ I _ � _ . • i � i � — � - - -- - - Ra°'�°e � � ��`,` uWA�L '� � _ i M�GHANIGAL`..� , � � � � , , � � _ �i i / i i i ADDItiON,qe ELECTRICAL TO BE � - - - - - - - - � — - - - - _ ' GOtd�M ?ED INFIELDWI?N �� �/ � �� ' MECHAr�fCAL GONTR4GTOR � � i � � .\ , Date: Il /24 /�4 � i i � � � � i ` ' i i � � � , I � �� Project No : 28(D�S .(Z��D � � � � � i � ' Drawn by : SMK � _ J I � -- Checked by : KS ' PLAN Sheet: — % �i I, � - N�R7N � � � � � I 1 � � � � � � � � � � � � � � � � fil �- � � � � � � � � � � � � � � I � A9.� SCALE : U4 " = 1 ' - � " � � • O I � i �i �I � �C ) 2005 SMA I I -- - - — — I NOTES: NoTE : TNIS DRAUJIN� IS � OR PRELIMINAR�' � L �GYRIGA� ��C�ND Segerberg Mayhew I. ALL CONVENIENCE OUTLETS MOUNTED L ,4'�' OUT . ELEGTRIGAL GONTRAGTOR IS S7MBOL DESCRIPTION SYMBOL DE3CRIPTION SYMBOL DESGRIPTION s 15 " ar� To r� u.o.N. & AssociatesArchitects RESPONSIBLE �OR COORD INATION WIT �4 � DUPLEX GONVENIENCE OUTLET Q RECESSED INGANDESGEN? LIGHT FIXTtJ� `O� EXHAUST FAN 2. PLAN IS POR DESIRED LA70UT OF ELPGTRIGAL ITEMS ONLY: P.C.-A.I.A. GONTRACTOR TO PROVIDE INSTALLATION TO MEET ALL LOGAL ELECTRIG ,4L REQUIREMENTS UJITI�-4 OTNER TRADES �4 C.iLLADRUPLEX CONVENIENGE OUTLET QW, WA7ER PROOF RECESSED INGANpESGENT LICsHT FIXTURE '�' EXHAUST FAN/LICsHT GOMBINATION AN�D FIRE DET�EG�ON SYSTEDjNG GODE REQUIRED SMOKE AND TO INSURE CODE COMPLIANGE UJITN ALL ��I GRDUND FALENI E� OUTLET - � LGNTF�T�IJI� �GESSED INGANDEBCENT � THERMOSTAT 3. COORDINATE ALL MECHANIGAL AND ELEGTf21GAL EQUIPMENT APPL IGf--FBL � BUI � D IN� CODES DUPL°_X GONVENIENGE OUTLET G�ILINCs MTD. INGANDESCENT LIGNT FIXTU� � JUNGTION BOX - CEILINCs PENDANT AND REQJIRED ACGESS PANELS WITN ARCNITECT IN �.pVANGE. AG Q�.44 MOUNTEEDC�4`2 '�' A�FCE OUTLET L GHT FIXTLLf� D O s��+�R 4. GOORUINATE WITH ARGHITEGT AND OWVER ARCHITECTURE, DUPLEX GONVENIENCE OUTLET - X ROR O D FOR ALL �EVIGE LOGATIONS. TNTERIORS = ELEGTRIGAL PANEL 5. ALL RECESSEp CAN LICs�{TS SHALL BE �5W PLANNING, _ �� WEATI-VERPROOF INCANDESCENT LICsNT FIXTUI� � FLOOR MTD. DUPLEX GONVENIENGE OUTLET SU�AGE MOUNTED FLUORESCENT LIGHT FIXTUI� Qep ��E DETECTOR w/ GoILEx BAFFLE uNLESS oT�+REWISE NoTED. Main Office: Eagle-Vail � FLOOR MTD. HALP-5WITCNED GONVENIENCE OUTLET � REGEBSED FWORESGENT LICsHT FIXTURE Qo GAR/�CsE DOOR OPENER 6. PROVIDE SLOPED GEILINCs TRIM RINCsS ADEQUATE 101 Eagle Road - Building 6 � HALF-SWITGNED CONVENIENGE OUTLET �a 9TRIP LIGHTING - BARE BULB GEILINCs FAN TO SET FIXTURES LEVEL A? SLOPED CEILINCsS. Avon, CO 81620 � Tel: 970.476.4433 Fa�c: 970.476.4608 � 22mv TRACfC LIGHTINCs � EXIT LIGHT �. ALL LICsHTS A7 SHOUIER AND tU85 TO NAYE CsASKETEp, MOISTURE-PROOF, OPAL ���5� Denver Office � SWITGH � WALL SGONCE � EMERGENC7 LICsNT 1617 Wazee Street, Suite C2 . 8. ALL FIX?11RE5 SFIOU.N ARE TO SET SGHEMArIG QUALI?Y LEYEL AND LIGNTINCo Denver, CO 80202 �g 3-WAY 3UJITGH O GHANDILIER � HEAT LAMP T1'PE ONL7. FIXTURES ANp DEVICES ?O 6E AS SELECTED B7 OILNER Sl1BMIT Tel: 303.6233355 Rll.L GUT SNEET ON ALL FIX?UI�S AND DEvIGES FOR OLLNERS APPROVAL. Fa�c: 303.623.2262 $q 4-WAY SWITCH � UNDER-GABINET LIGNT Q PENDENT LIGHTING ILOW vOLTAGEJ 9. GOORDINATE ALL INTERIOR NONSTRUCTURQL DROPPED GEILINCsS info smazchs.com 'Q" REGESSED STEP LICsNT SPEGIAL PURPOSE Ol1TLET www.smazchs.com �p DIMMER SWITGH � WITH INTERIOR DESICsNER �� LICsHTED °vWITCH � TELEPNONE OUTLET � PATN LIGHT 10. ALL T.V., TPLE.,GOMPUTER, AUDIO AND SEGURITY WIRINCs, DEVIGES, �� SWITGH IN DOOR JAMBS H TELEVISiuN OUTLET �p DOOR BELL SYSTEMS TO BE AS SELEGTED BY OILNER 11. 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'I � - �� KITGHEN �� � °" - - - - - i ,�,,,o� � - - - � I ICLOS. � � � � � � �+� BREAKFAST � � � � I � � � � - - NOOK ' _ . _ - � ' I � � - - , // i i a \ � � � j I - — � i i �-� � �-_�� � _ i ,� , , , � � ' Drawing Title: � . � . � °-� - - - - aO - � - - - - � i �� , r , I INTERIviEDIATE LEVEL • . , , , SCI-IEMATIC ELECTWCAL � � � �, �, � �. ,'� � � � PLAN � � � � � I � � � � � � � � � � � , � � � � � � , — �te: I i /24/�D4 i � Project No: 28��D5 .�(Z Drawn by : SMK � � Checked by : KS i Sheet: PLAN NORT�I ��� IN � � �1� � � f �4fi � � � U � � � � �I � l�°I � 1� 1 � � � � � � I � � � � � � � A9 . 1 � SGALE : I /4 " = I ' _ � " � � � • � (� 2005 SMA - — - - — - ---- - � wI � NOTES: NOTE : TNIS DRAUJINCx IS FOR PRELIMIN �4R�' � L�G�ICA� ��� I �/ I. ALL GONVENIENGE OUTLETS MOUNTED LA � OU� . ELEG 1 RIGAL CONTR/�-� CTOR IS SYMBOL DESCRIPTION SYMBOL DESCRIF'TION SYT'IBOL DESGRIPTION o 15 " AFF TO � U.ON. y RESPONSIBLE FOR COORD INATION UJITN � DUPLEx GONVENIENGE OUTLET Q RECE3SED INGANDESCENT LIGNT FIxTURE � ExHAUST FAN 2. PLAN IS FOR DESIRED LAYOl1T OF ELEGTRIGAL ITEMS ONLY: SPrge'iT�Pirg Mayl1P,W GONTRAGTOR TO PROVIDE INSTALLATION TO MEET ALL LOGAL & Associates Arclritects EL � CTRIGA � REQUIREMENTS UJIT�-I OTNER tRAD � S �4 QUADRUPLEX GONVENIENGE OUTLET � UTATER PROOF I�GESSED INGANDESGENT LIGHT FIXTURE '�' EXHAUST FAN/LIGHT GOMBINATION AND FIRE DEEGEIyON SYSTEDjNG GODE REQUIRED SMOKE p,C.-A.I.A. AND TO INSURE CODE GOMPL IANGE UJITa-I ALL m DIJPLEX CONVENIENGE OUTLET - � WALL WA3NINCs p.EGESSED INGAh1DESGENT � THERMOSTAT YYGFI CsROUND �AULT INTERUPT LIGHT FIxTU� 3. COORDINA7E ALL MEGHANIGAL AND ELEG7RIGAL EQUIPMENT APPL ICABLE BUILD INCx CODES DUPLEX GONVENIENGE OUTLET GEILINCs MTD. INGANDE3GENT LIGHT FIXTURE Q JUNCTION BOX - CEILINCs PENpANT AND REQUII�D �4CGESS PANELS WITH ARGHITECT IN ADVANCE. �4G yi' �� MOUN ED - 42 AFFGE OUTLET LIGHTRFIMURE D D O S��R 4. GOORDINATE IUITH ARGHITEGT AND OU�NER FOR ALL DEvIGE LOGATIONS. fill DUPLEX CONVENIENGE OU7LET - X R OR O D = ELEGTRIGAL PANEL �rt��1P U1E/�TNE�ROOF INCANDESCENT LIGHT FIxTURE 5. p.!L REGESSED CAN LICsN7S SHALL BE l5W ARCHITECTURE, � FLOOR MTD. DUPLEX GONVENIENGE OUTLET SU�AGE MOUNTED �LUORESCENT LIGHT FIXTURE Qpp `��E DETECTOR UJ/ GOILEX BAFFLE UNLESS OTHREWISE NOTED. PLANNING, INTERIORS � FLOOR h'ITD. HALF-9WITCHED GONVENIENCE OU7LET � �GESSED FLUORESGENT LICsHT FIXTURE Qo GARACsE DooR OPENER 6. PROVIDE SLOPED GEILING TRIM RINCsS ADEQUATE � HALP-SWITGI-4ED GONVENIENGE OUTLET �4.4�.4� STRIP LIGHTINCs - BA� B�1LB CEILING FAN 70 5ET FIxTURES LEVEL AT SLOPED GEILINGS. Main Office: Eagle-Vail 101 Eagle Road - Building 6 � 220v $--i�B- TR4GK LIGNTING � EXI7 LIGNT �. ALL LIGHTS AT SFIOWER AND ?UB5 TO HAVE GA5KEIED, MOISTU�-PROOF, OPAL Avon, CO 81620 LENSES. Tel: 970.476.4433 $ 3WITGH � WALL SCONGE � EMER'sEP;GY LIGHT Fax: 970.476.4608 8. ALL FIXIURES SHOIIN ARE TO SET SGHEMA7IG GriIALITT LEVEL GND LIGNIING �3 3-WAY SWITCH O GHANDILIER � NEAT LAMP TTPE ONL7. FIX7U�5 AND DEVICE5 70 8E AS SELEGTED BY OILNER SUBMIT Denver Office FIlLL GUT SFIEET GN ALL FIX7URE5 AND DEvIGES FOR OUI�JERS APPfd7vAL. 1617 Wazee Street, Suite C2 �p 4-UTAY 3U11TCN —O— UNDER-GABINET LIGHT � PENDENT LICsHTIN@ ILOW vOLTACsE) Denver, CO 80202 $p DIMM£R 3U11TGFV � t�GESSED STEP LIGHt � 9PEGIAL PURPOSE OLLTLET 9 w0O�7ERITOR DESI�N � NONSTRUGTURQL DROPf�ED GEILINfsB Fax�: 303 623 2262 �� LIGNTED SWITGH / TELEPNON£ OUTLET �� PA?N LIGNT 10. ALL T.v., TELE,GOMi'UTER, AUDIO AND SEG1P•ITY WIRINCs, DEVIGES, � SWITGN IN OOR JAMBS H TELE�1510N OUTLET �p DOOR BELL SYSTEMS 10 B£ AS SELECTED BY Ou.NER info@smarchs.com www.smarchs.com 11. ALL LIGNT FIMURES TO BE ON DIMMER SWITGN, � EXGEPT FLUORESCENT FIXTURES i �p,�� pF CO(p9 I I � � o �„ KU ' * SE R � � , ' I w Sf �����~ � — ,�' D qAC ; �, , � � � W Qo � � Q � �, o � � � � � � o � � o � � � U EVA7 ro ee�ow � � ro eE�au O �POWDE °N EL vATO � � ' r� O � , % � � ' — � TO � �' � � au i � BEL � � , � � I II �� V � / � i � ', o / � � � N � ' � � i � ' � ' O M ; __ . _ _ _ � \� . �. . pN I DN / � \ � � � � � � �� � i � GL03E / � � - � ' � � � � � � �� �i � � , ; � � � �, / .� . �� ` m i , . � i , , � i � i Q°° p — - - � � � . _ �; � — ' ' � � � �� � � � � � ' � � � — � — � ROOMI I 1 � � � \ ' ' / � � r-- ----- ' � \ / I ENTRY � - - - t\ - - - - - I i �- ------ ^' , � � � � / � I - - - - -� - - CsARACsE , � CsARACxE I \ - - - � � I / : \ � I 1 ; � r , � , I ' � �n I � , � ENTRI' � I � I - - I' — - - O . — _ \ ,.� � \ O ' � � - 1 � � I I � � i � - - - - -' - - - - - � - - - - - - - -' i °- \ - - - - - - �- - -�-`�, - - ,i �` � / I �� � � STUDY � �� / __ \ � iv � _ i � � - - - - � - � - � - - - - - - -; � � i � � �. � V I / I � i � i � � � � � �i �. � � � � � � � �-, - � � ' . -- - i ' �_ � � � � i . � � � � / - =--� o - - - - - � i .. i i i i i / � — — i i i i i i , i i i � � i� ' , � ' li � _ - - ' � ' i ' i i , � � � � — r� � i � -- ' � i \ i i i i �' � pN � � , I � �� Wp i ' i � i ' � j � ' i � � i . � -� � 1- �. / � �"`ti _ ��� � � . � � � � � � i � � -- -- � ' / � � � A � � � iyp / � � � � � � � OBS?RUG110N � � % i ' , _ � i i •. � � � I sEr�soRS � ; '`� , / � � �� , !�� ,-� ; ; � oasrRUCriorr ; ' ( � \ � � � � seNSOrzs, rYP. � � i%� ; � ; � �` I \ i� - '� I I . I � � , _ i , � � / - - - � � � . . i Rev�sions: � � — — — — — / � � y — — — ' / I � --- � . � / ;� �� \ � \ � � PROGRESS PRINTING 1 -6-OS � . � I ; � — , _ _ _ _ , — '" � ; \ � — W, � � � � PROGRESS PRINTING 3-4-OS — � - - - - � - - � / � � \ � � � � � � � � ' PERMITSET3-II -OS � � � � � � �' ' — — _ — — — — — — _ , � � CONSTRUCTION ` � . � � '� � COORDINATION SET 5- 17-05 \ � , O „ � � � ; , � ; � � ' 1 I I� � \ �� I � O � - - �. , , \ , , � � � � � - - , Drawing Titie: �_ i � � �� � � ` ENTRY LEVEL SCHEMATTC ' _ i I � ' �_ ELETRICAL PLAN - I �� - , I I � � � i i i � �i � ` I � I \ � , � �\ 'i � 1 �� � � ' / �'� ! Date: ! I /24 /�4 I \ - - ----- — - � - - — - --- _ �, \ � — - _, , \ � i Project No: 28��5 .fZ» i � _, i ,` � ` � ` � " `` � , w M Dra n b K , / ' Y � S � � � � � i ! � „ \ � // j� 1\ Checked by : KS ,, , PLAN ' --- — — — `_� �' � \ II NORTN - - - - -- ---- -- —_----- ` eet: , . � . � . . � � � � � � �- � � � � � � � � � � � � � � � � � � � � � � ,� � � � � � � A9 . 2 � A9.2 SGALE : I /4 " = 1 ' _ � " I i J 2005 SMA I - - — - � � REFLEGTED GEILINCs PLAN NOTES � 1, NOTIFY ARGNITEGT IP GONFLIGTS OGGUi2S BE7WEEN ARCHITEGTS RGP AND MEGHANIGAL, ELEGTRIGAL, SegerbeTg MayheW PLUMBING, OR FIRE SPRINfGLER DR4lUINCsS. 2. GEILINCs NEICsHTS NOT SHOUA�I SNALL BE REVIEWED WITH THE & Associates Architects Al2CNITEGT PRIOT2 70 FR4MIlVCs GEILINCsS. GEILIN@ I-fEIfsNTS P.C.-A.I.A. ARE N07 TO SE ADJUSTED WITI-IOUT TI-IE APPROVAL OF TI-IE ARGH I TECT. 3. GEILING NEIC:HTS INDIGATED ARE FROM t.0. STRUGTURAL PLYWOOD OR T.O. SLAB TO FINISN GEILING. 4. ALL GEILINCsS ARE CsYP. BD. U.ON. I ARCHITECTURE, I PLANNING, INTERIORS � Main Office: Eagle-Vail 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 I Denver Office I 1617 Wazee Street, Suite C2 Denver, CO 80202 Tel: 303.6233355 Fax: 303.623.2262 info@smarchs.com www.smarchs.com � � � ��,�� Of CO(p9q , � I � � * SE G G , B- , l ' ti ,' ��' � � EO A RG��1 I a� I '` i ' — — — I I � - — — — — � F--I O — — — — — — � � I�--�i — — — I�—� � — — I — — — — — — . � 1�1 O,�/ — _ — _ _ W � � — - - — -_ - _ _ _ _ _ _ �, . � � � � — — — -- -- — — � _ � �, �' -- - _ - - - � _ _ - -- C% � - - — - - - __ — i - - - - � � _ _- _ - - - - - = - - - � � Bxl2 BEAM --� -- — � O � SxlO BR4CKET - _ � C� - I O O Q � �T . � hi•y o O - — �- _ _ � - � BEDROOM "3 BEDROOM "4 0 � � � � NM � g� _0,� 9�_��� O l ' I � � � I FAMILY ROOM I 0 � I 9 0 � O I � � MasrER � 0 � � O O � � � BEDROOM 2 O « p � � ' BAtN "3 O �'"' �SAtN 4 BEDROOM "3 , 9 m � a� -m�� ,' 8,_m„ e� -m m -- _ -- - Oeo O 0 9� _m�� peo 8� _m�� - - - - — 1 � MASTER 9 m m � � � �'' BEDROOM 2 MA9TER 2 � O 9 _0„ �° O O O MASTER 2 BAtNROOM � 8f _01' O O O O� O O O� p,� GLOSET� � g�„ ; 8,_m� � O aP 9' -�" 0 � 8, _m � 8, _m„ 8, _m„ 8, _m.� ,p. POWDER "2 8� _��� � a� -m° 8� _m�� 9� _m�� s� -m�� LAUNDR7 MAS7ER 2 O EQUIP. � O O � 1'1ASTER 2 CLOSET Q O 8� _m� � � Revisions: � O ELEvATOR � ,p. O GLOSFT 8, _m,� � BATN "3 8� _0�� � s aR O ELEVATOR � , , _6 „ O O 9�"0�� 00 O O 8' -m° 9' -m" � O 8 m PROGRESS PRINTING 3-4-OS 8� _m�� e� _m, a PERMIT SET 3- 11 -OS � CONSTRUCTION i O O O XERCISE � 0 , � � LOW 570RACsE O � AU DR7 O MEGN. COORDINATION SET 5- 17-OS FAMIL7 ROOM O im,-m„ ❑ 8' 'm" � g, -0„ o� O � O MASTER 2 '� im�-0�� to , , staiR MEGHANICAL BATNROOM � O O O , O 9,_m�� p � �r a,-m° 8' -m�� � cz � c2 -� 8�� e�� POWDER "3 0 � . , , O 8, _m�, � O sro� i —� ' � o 0 0 � a� ; ` , . . e� -o° �� � Drawing Title: , I I � ' � LOWER LEVEL REFLECTED � � , � CEILING PLAN � I I I � Date: 11 /24 /(I�4 � Project No: 28��5 .�� � I Drawn by : SMK I � Checked by : KS PLAN Sheet: I NORTN I � , � , ,�, � �%, � � � � c '� � � � � � � � :� � � �' � � I � I �i � � � /� � �� Alm.� SCAL � : I /4 " = 1 ' _ rD " � A 10 . 0 CO2005 SMA I - - - -- -- _ — - - - - --- -- - - -- — - -- -- - - - - - - - - - - - - -- - - - - � I � REFLEGTED GEILINCs PLAN NOTES Segerberg Mayhew i � I. NOtIFT ARGHITEGT IF GONFLIGTS OGGURS BETWEEN ARGNITEGTS RGP AND MECHANIGAL, ELEGTRIGAL, & Associates Architects PLUMBINCs, OR FIRE SPRINKLER DRAWINCsS. P.C.-A.I.A. 2. GEILINCs HEICsNTS NOT SHOUJN SI-IALL BE REVIEUIED WITN TI-I£ ARGHITEGT PRIOR TO PRQMINCa GEILINCxS. CEILINCs NEICsHTS A1� NOT TO SE ADJUSTED IUITHOUT TF-IE APPROVAL OF THE � ARGNITEG7. I 3. GEILINCs NEICsHTS INDIGATED ARE FiZOM T.O. STRUGTURAL PLYWOOD OR T.O. SLAE TO FINISH GEILINCs. ARCHITECTURE, �I 4. ALL GEILINCxS ARE CzYP, BD. U.ON. PLANNING, INTERIORS Main Office: Eagle-Vail � I01 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Faac: 970.476.4608 Denver Office i 1617 Wazee Street, Suite C2 Denver, CO 80202 Tel: 303.6233355 Fa�c: 303.623.2262 info@smarchs.com www.smarchs.com y�p,�� OF CO(p9 � �� � , , \ / 1 * R ERG � ' / / � 5 , \ " .��C,�'~ �', � `�f� AR��`� � , , BR4CKETS � � GI � BRAGKE?S � I� O � DECK �...� � Q � PROPOSED LOT SPLIt GI I � PROPERTYLME I 1 � O � O �— O O � O ^ � BR.QGKETS ROOF OYERNANGS IN HATGNED � A�A t0 �CEIVE 1 LAYERS Gf � �" DENSCsLA55 GOLD FIREGUARD � I _ DECK nr� 'X' GYP. BD. IINDER ?Ks � O so�iT eonrms. �: io a niaa.i �— --� � � � , - � � � � -� O � �; � l — �/� � � V . W O n � � � � r� I �— o o O O � �� w � '° o o � 8. � �, � � v� � o L NG � � _ � I � � � ' � N � _ � T O M 6�� ��_��� 6�� _ 4 �— b � �0„ M,QSt� � MAST R SEDROOI"1 �'"° � O � O O � O BEDROOM � � O �O O Q LIVINCs Q � I i � � � io' -m" _ DININC� �'-m" � MASTER > _ � � BA7I�ROOM � � - - e e _ _ 1 b �� 6�� b" b° i 6° F_ 8�_m� S�_m�� Q � � Q � � I � � I � 9 0 � � � O � 0 � O O g�_0�� 9� _m�� MASTER � � `� GL05ET D ININCs � ELEvATOR MASTER MAST �O �O �O �°D M. CLOSE7 — GL05ET C� pso ELEVATOR a�_m�� Q p POWDER 2 �° '. 9�_m�� . �. i .,� � � g�_��� 8� _��� � . � , 6 I �° 8�-m" O O O I, � ;' O O O a - �„ � e m � g, _m�, KItGNEN I UTILIT7 PATL�S 8,_m,� 8'-m" , _6 ,, rp im, _m�, O 8, _m„ _ O O O .p. .l, O �°° Revisions: II �, O O �EN O �' � � BEDROOM PROGRESS PRINTING 1 -6-OS j � � 0 Q � 9, m„ � a�-im�� PROGRESS PRINTING 3-4-OS � 8�_m�� MAST�R � PERMIT SET 3- I1 -OS � „ O �O �O O 0 � �A7ONR0 M @ , ` 81_01I O CONSTRUCTION T _ COORDINATION SET 5- 17-OS � KI7GNEN � g�_m° � � J Wl. SPAGE � � a' - 101I m � BREAKFAST � � � NOOK � BR�AKFA �— � _ GLOS. i�, _0�� , . � NOOK 9,_0�� - O O O 8,_m�, �. � � � � � � � � � � . — , ,,� -' � GI O � � � � ?ROP05ED LO7 PLI7 , � PROPE . LINE ., . ' � � - � ' � " Rf�OF OYERHANGS M HAtGNEp AREA . To r�ceive a �arer.�s oF �^ _ Drawing Title: DENSCsLASS GOLD FIREGUARp TYPE 'X' GYP. 8D. UNDER TKs uG�IT INTERMEDIATE LEVEL ��s. �: � � iii�.i / REFLEC'I'ED CEILING PLAN i �% /� '\ ' - � � � � � Date: '� I /24 /�D4 Project No: 28�D�5 .D� i �, Drawn by : SMK � Checked by : KS Sheet: PLAN NORTN —__ �l I � �� � �� i � � � � � ,/ � � � � � � � :� $ � ':� � � � ._ '�1 � � � ,� ��d � — — — — — All� . l SCALE : I /4 " = I _ � " , A10 . 1 -- — - — -- — � — -- — — � -- — - — U 2005 SMA �� � �� _ � REFLEGTED GEILINCs PLAN NOTES I I. NOTIFY ARGNITEGT IF GONFLIGTS OGGURS BETWEEN Segerberg Mayhew i ARGHITEGTS RGP AND MEGHANIGAL, ELECTRIGAL, , PLUMBING, OR FIt�E SPRINKLER DRAWINCsS. & Associates Architects I 2. GEILINCs HEICsI-4TS NOT SI-IOWN Si-4ALL BE REvIEWED U11TH TI-IE P.C.-A.I.A. ARG+-IITEGt PRIOR TO FRAMINCs GEILINCsS. GEILINCs HEICsI-ITS I ARE NOT TO BE ADJUSTED WITHOUT THE APPROYAL OF THE I ARGNITEGT. 3. GEIUNCs NEICsHTS INDICATHD ARE FROM T.O. ST�,IGTURAL PLYWOOD OR T.O. SLAB TO FINISH CEILINCx. 4. ALL GEILINCsS ARE CsYP. BD. U.oN. ARCHITECTURE, PLANNING, INTERIORS I Main Office: Eagle-Vail 101 Eagle Road - Building 6 I Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 Denver Office 1617 W azee S[ree4 Suite C2 I I Denver, CO 80202 Tel: 303.6233355 � Fax: 303.623.2262 info@smarchs.com www.smarchs.com II I ' i, � ��p,�� pf C0� 9 ,, II I � I i , � I � , � i G ERG � --- - - �� lii I I I ! � i , 5 , � I � !, : �yf ���/, , �-- - - - - - - - - � fp qRC , i 1 - - � . ' � � / � , � � � I I ' � —_ -' � � I � , , � � � W � 1, _ _ _ � o � � �--� � Q � � � � � � ���� � � � � � � � � � , I � � o � � � � EvAT I '�' EL YATO I � O O T 9�_m�� '�' � e � POUJDOER e � 0 E—- � 'I �/V � I � O I = 9,_m„ = g� _m�� I J O � �Q � � I � � � � � � I � � � � 0 O aose i u�. eeari a�-m�� um. eean ('� � � 9 0 0� � T O I � �� 9 -m � I t l 'I ROOM ENTR7 �1 Q 8�"0�� 8� "m'� CsARACsE I � � e � ENTR7 � �- I CxAR4CsE � °j � � W " ' - - - - - - - - ' ° u STUDY � im,_m„ O p � �— � , o � u - O°D � o i 8' -9 I/2 " { � - - - - � — — , � � O �-- —� � � � — � — - - -- - - - - - -- - - - O � . � � --_� _ — — — -- � � � � � —� � � �� �-- � �- ' � � � � � � � —� Revisions: � PROGRESS PRINTING 1 -6-OS PROGRESS PRINTING 3-4-OS PERMIT SET 3- 11 -OS CONSTRUCTION COORDINATION SET 5- 17-OS I I I I I PLAN i NORTN i � Drawing Title: I I 1 � I �i � � � � � � � � � � � � � � � � � � � I � I � V � � � � �I C ILING PLAN REFLECTED � A1 �.2 SGALE : I /4 " = 1 ' - � ' I I i � � Date: 11 /2 4/�4 I � Project No: 28��5 .(I» Drawn by : SMK � Checked by : KS � �I \ Sheet: � I I � I � A 10 . 2 � « ; zooss� � DESIGN CRITERIA: LOT 18 DUPLEX JOB /JQ,�`Qy-Qi n . All lumber used in construction shall have a maximum moisture content of 19�. ALL LUMBER CONNECTORS IN DIRECT � � o. Framin Notes: 2003 IBC FASTENING SCHEDULE ( TABLE 2304 . 9 . 1 � CONNECTION SCHEDULE <�� 9 CONTACT WITH PRESSURE- TREATED Roof Live Load (Snow) - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - -80 psf 1 . Exterior walls: LUMBER SHALL HAVE A SIMPSON ZMAX O SIMPSON H5 Roof Deod Load - - - - - - - - - - - - - - - - - - --- - - - -- - -- - - - - - - 15 psf A, All exterior walls ore 2x6 studs O 16" o. c. to a moximum height of 12'-6" , 2x6 CONNECTION FASTENING °� '" LOCATION A B B R E VI A TI 0 N L I S T FINISH OR EQUIVALENT '� � Floor Live Load - - - - - - - - - - - -- - - - --- - -- ---- -- - -- - - - - - 40 psf studs � 12" o. c. to o maximum height of 14'-6", and ( 2)- 2x6 studs � 16" to a BQ SIMPSON ITT2. 1 /11 . 88 '� Floor Dead Load - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - 34 psf maximum hei ht of 17'- 4" unless otherwise noted. Walls taller than 17'- 4" sholl K ; 9 t . Joist to sill or girder 3 - Sd common tcenail A. B. ANCHOR BOLT Deck Live Load - - - - - - - - - - - -- - - - - - - --- - - - - - - -- - - - - - - 100 psf be framed with monufactured parallam studs, contact engineer for spacing 3 - 3' x o.� 3t " nail Q SIMPSON MIT4. 2$�11 . 88 r� Deck Dead Load -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -10 psf requirements, if not indicated on plan . Cap with a double top plate installed to 3 - 3' � a gage stapie A. F.F. ABOVE FINISHED FLOOR t Wind (3 Second Gust) - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -90 mph (Exp.6) A. F. G. ABOVE FINISHED GRADE DQ SIMPSON LUS28 � rovide overla in at corners and at intersections with other artitions. If overla ' 4 ` P PP� 9 P P 2. Brid in to ' ist 2 - 8d common toenail each end Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -EXEMPT is not possible, strap top plates with metal strap ties (Simpson ST292 or 9 9 p 2 - 3" x o.t3i " naii ADJ. ADJUSTABLE Q SIMPSON WPU1 .81 /14 `\ V • ••• �'\,' IBC IRC Edition - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 2003 p ANCH . ANCHOR + tiL EN � � equrvalent) . 2 - 3' 14 gage sta le ` B. Gable- end wolls shall be balloon - framed to the bottom of rafters or end- wall 3. i " x 6' subnoo� o� iess co eocn o�sc 2 - ed common raoe na�i APPROX. APPROXIMATELY QF SIMPSON ITT11 . 88 FOUNDATION DESIGN : trusses unless a roved b en ineer. � ARCH . ARCHITECT „ a. Desi n of individual and continuous footin s is based on a maximum allowable bearin ressure PP Y 9 4. Wlder tnan � " x 6" subnoor to each joist 3 - Sd common face nail QG SIMPSON A35 7 9 9 9 P C. Floor or roof framing members must be aligned to bear within 5 inches of the BD . BOARD of 2500 psf (dead load plus full live load). studs beneath . 5. 2" subNoor to joist or girder 2 - t6d common blind ond face nail gLDG. BUILDING � SIMPSON ABU88 w/(2)- 5/S"0x4" EXP. ANCH . b. Foundation and retoining walls have been designed using a lateral pressure of 55 pcf. D. Provide 7/16" thick APA rnted sheathing (plywood or OSB) rated 24/16, exposure 1 , 6. Soie piate to joist or biocking 16d at � 6' o.c. typical face nail gLKG. BLOCKING Foundation walls exceeding 15 feet in height have been designed for a uniform pressure of at exterior face of exterior walls. Block all horizontal joints and noil panels N•ith 8d 3" x O.i3t " noii ot 8' o.c. gM . BEAM Q NOT USED 27x"H" cf. , where "H" is the hei ht in feet. Refer to soils re ort for additionol information . 3" 7a qoge stapie ot 72" o.c. P 9 P nails spaced at 6" along panel edges and ot 12" along intermediate supports. BOT. BOTTONi QJ SIMPSON BA1 . 81 /11 . 88 (MAX.) � c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the � o0 E. Provide (3)- 2x10 headers over all door and window openings, with one 2x6 trimmer soie piate to joist or blocking at braced 3 - 16d er te" braced wau paneis B . O. W. BOTTOM OF WALL p� � N recommendations of the geotechnical engineer, below frost depth. wall anel P K SIMPSON ITT411 . 88 - and one 2x6 king stud each end, unless otherwise indicated. P a 3" x o.i3i ° r,a�i BRG. BEARING N o 0 d. This foundation has been designed according to the design recommendations set forth in ( )- per i6° geotechnical report 104857 by HP GEOTECH . The contractor sholl follow the construction F. At beam bearing locations in stud walls, provide multiple- stud posts equal to width a -3" ia a e sta ie per i6" CANT. CANTILEVER � Z � 'o '� of bearing member unless noted otherwise. � � 9 9 P LQ SIMPSON HB5. 50/11 . 88 � Q a o requirements from this same report. 7. Top plate to stud 2 - 76d cummon end noil C. J. CONTROL JOINT U O � � e. Provide continuous foundation drains around the perimeter of all basement walls and at the 2. Interior Load Bearing Walls: 3 - 3" x 0.131 " nail CMU CONCRETE MASONRY UNIT M ( 2)- L4x4x1 /4x0'- 6" ? � � � � A. Interior load bearing walls are 2x4 or 2x6 studs (as indicoted on plan) � 16" O.C. 3 - 3" 14 gage stopie CEM . CEMENT � w/ ( 2)- 3/4"0 THRU BOLTS EA. LEG ( 6 TOTAL) C Z Z M M base of retoining walls. Contact geotechnical engineer for details. p n � with 1 /2" gypsum wollboard both sides unless ncted otherwise. Cap with a double 8. Stud to sole late 4 - Sd common toenoil CLG. CEILING N �ri � � � f. Provide crawl space ventilation per IBC/IRC requirements. P top plate installed to provide overlapping at corners and at intersections with other a - 3° z o.i3� " naii CENTERLINE QN SIMPSON LSSUI2. 1 ~ 0� w �� g. A representative of the geotechnical engineer shall verify soils conditions and types during � �n � M x partitions. If overlop is not possible, strap top plates with metal strap ties 3 - 3" � a gage stopie Z C ao �- excavation . Construction of the foundation may not proceed without veriFying these values. CLR. CLEARANCE 0 NOT USED Q .� o ~ o � Report any discrepancies from original findings to structural engineer for re- evaluation of (Simpson ST292 or equivolent). COL. COLUMN 0 I- � � � �---�- foundation design . B. Floor or roof froming members must be aligned to bear within 5 inches of the 2 - �sd common end nail CONC. CONCRETE QP SIMFSON MIU4. 28/11xSL�30 J N h. Backfill around and above structural buttresses and retainin walls shall be com action- tested studs beneath . 3 - 3" x o.i3i " �a�i � � 9 P CONN . CONNECTION �Q SIMPSON LSSU210 er the recommendations of the eotechnical en ineer. C. Provide (2)- 2x10 headers over oll openings in wall , with one 2x4 or 2x6 trimmer 3 - 3` ia gage stapie � '� P 9 9 CONT. CONTINUOUS i. Do not bockfill a ainst retainin walls until su ortin elements are in lace and securel and one 2x4 or 2x6 king stud each end, unless noted otherwise. 9. Doubie Studs 16d at 2a' o.c. face naii Z c 9 9 PP 9 P y CONST. CONSTRI �CTION QR SIMPSON HUS1 . 81 /10 � a� � anchored, or adequate shoring is installed. Concurrent backfilling of each sid� of a retaining D. At beam bearing locations in stud walls, provide multiple- stud posts equal to width 3" x 0.� 3i " naii at 8" o.c. U N m rn � wall to final rades as indicated on lan or section is re uired unless tem orar shorin is of bearing member unless noted otherwise. 3" t4 gaqe stapie ot 8" o.c. C. P. CRIPPLE POST � �n n ,n 9 P q P Y 9 C. W. CRIPPLE WALL QS SIMPSON LSSU210- 2 p ,n � � �- inStalled. 3. FIOO� Construction: 10. Double top plates 16d at 16" o.c. typical face nail � � � I I j. Verify type of fill with soils er� gineer and structural engineer prior to backfilling. A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o. c. , tongue and groove, 3" x 0.� 3� " nai� at � 2" o.c. DBL. DOUBLE QT SIMPSON LSSUI25 � 7 °i °' exposure 1 . Glue and nail panels to all supports with 8d noils spaced at 6" along 3" ia gaqe stapie at iz" o.c. DET. DETAIL � p � o � � � DIAG. DIAGONAL O SI ,1 . SON ( 5)- 10d NAILS � m �� REINFORCED CONCRETE: panel edges and ot 12" along intermediate supports. Install sheathing with long 3 a X dimension perpendicular to joists ond end joints staggered. Doubie top plates 8 - tsd common lop spiice DWL. DOWEL VQ SIMPSON (3)- 3/4"0 THRU BOLTS � � � ¢ � � a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI B. Provide solid blocking between floor joists at all bearing locotions. Blocking materiol t2 - 3" x 0. 131 " noil DWG. DRAWING N a > �� 12 - 3" 14 a e staple typicol foce nail 318) as adopted by Chapter 19 of the 2003 IBC. shall match the floor joist material . 9 9 EA. EACH SIMPSON HU212 - 3 (MAX. ) b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. 4. Roof Construction : ii . Blocking between joist or rofters 3 - ed common toenan E. J. EXPANSION JOINT XQ SIMPSON HU11xSLD30 SKL45 c. Concrete shall be proportioned using Type I - II sulfate-resistant cement. Admixtures containing A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1 . Install to top piate 3 - 3" x 0.731 " noil ELEV. ELEVATION chloride salts shall not be used. sheathing with long dimensinn perpendicular to rafters or trusses and end joints 3 - 3" 74 gage stapie ENG. ENGINEER YQ SIMPSON HU11xSLU30 SKL45 d. Cold weather concretin rocedures shall be rovided as recommended in the ACI Manual of sta ered. Nail with 8d nails s aced at 6" alon anel ed es ond at 12" alon i2. Rim joist to top piate ae at s" (ts2mm) o.c. toenoii 9 P P 99 P 9 P 9 9 3" x 0.737 ° nai� at 6" o.c. EQUIP . EQUIPMENT Q (2� SIMPSON A35 ( STAGGERED) Concrete Practice. intermediate supports. EQUIV. EQUIVALENT e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. B. Plywood sheathin shall be a lied continuousl over the rimar roof inembers 3" 7a gaqe stapie at 6" o.c. 9 PP Y P Y EXSTG. EXISTING � NOT USED f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and rafters or trusses below overframed areos to rovide ade uate lateral stabilit 13. Top piotes, laps and intereections 2 - t6d common tace nail ( ) P 9 Y• E EXISTING spaced ot 10 bolt diameters unless noted otherwise. C. Provide wind seismic anchors at su orts for all roof oists and trussed rafters. 3 - 3" x 0.131 " nail � � B SIMPSON HGUS5. 50 12 � PP � 3 - 3° i4 gage stap�e EXP . EXPANSION � � g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor See nailing schedule. ia. Continuoue header, two pteces tsd common ts" o.c. oiong eage EXT. EXTERIOR CC SIMPSON LUS28- 2 bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. D. Provide solid blocking between roof rafters, tru�ses and lookouts at oll bearing F. D. FLOOR DRAIN h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall locations. Blocking material shall match rafter, truss chord, or lookout material . t5. Cen�ng joists to Piate 3 - ed oommon toenan FDTN . FOUNDATION Q SIMPSON LSSU410 have sawn or tooled control joints at a maximum spacing of 15'-0" in each direction. 5. Wind Bracin9: 5 - 3' x o.t3t " naii 5 - 3" 14 goge stop�e FLR. FLOOR EE SIMPSON LUS26 Locate control joints along column grid lines where possible ond provide sleb isolation joints A. Walls over 4 feet long which are sheothed with gypsum wallboord on both faces and � around columns. are indicated as shear walls on plan have been designed to resist wind forces in 16. Continuous header to stud a - 8d common toenaii FRMG. FRAMING i. Concrete coverage for reinforcing steel: accordance with Table 2306.4. 5 of the 2003 IBC. 3 - tae common minimum, Table z3oa.io.a. t face na�i FTG. FOOTING FF SIMSPON ITT2. 1 /11 . 88 INVERTED 17. Ceiling joists, laps over partions GA. GAUGE 1 . Concrete cast agoinst and permanently exposed to earth = 3" B. At shear wo�ls, screw 1 /2" gypsum wallboard to all studs and to top and battom (Sx Section 23oe.1o.4.t , Table 23o8.to.4.t ) a - 3" x o.� 3i " naii GG SIMPSON MIT4. 28�11 . 88 INVERTED 2. Concrete exposed to earth or weather: plates with �8 x 1 1 /8° drywall screws ot 7" maximum spacing. a - 3" 14 gaga stapie GALV. GALVANIZED #5 bar and smaller = 1 1 /2" #6 through #18 bar = 2" C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 3 - t6d common minimum, Tabie 23o8.to.a. t tace nail GEN . GENERAL 3. Concrete not exposed to weather or in contact with ground: engineer. i8. Ceiling joists to porallel rafters �-- 8x8 POST Slabs, walls, joists = 3/4" Beams, columns = 1 1 /2" (see Section 2308.10.4.1 , Table z3oa.io. a.t ) a - 3" x 0.13t " nail G. L. GLUE- LAM 4 - 3" 14 gaqe stap�e GYP. GYPSUM�GYPCRETE REINFORCING STEEL STRUCTURAL STEEL: 19. Rofter to plate 3 - Sd common toenail HDR . HEADER (See Section 2308. 10. 7, Table 2308.10.1 ) 3 - 3" x 0.131 " nail HORIZ. HORIZONTAL O 3 - 3" 14 qoqe staple HT. HEIGHT a. Structural steel shall be detailed, fabricated and erected in accordance with the most current a. Detailin fabrication and lacement of reinforcin steel shall be in accordance with the ACI 2 - 8d common face naii INT. INTERIOR 9' P 9 editions of AISC S ecifications ond Code of Standard Practice. 20. t " diagonal brace to eacn stud and piate ? Monuol of Concrete Practice. P 2 - 3" x o.iai " na�i INV. INVERTED � b. Except where otherwise noted on the drowings, reinforcing bars shall conform to ASTM b. Structural steel W shapes shall be ASTM A992. Other rolled shopes, including plates and 2 - 3' ia gage stapie K KING STUD - I � I angles sholl be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes sholl be ASTM Specification A615 ond shall be grode 60 except ties, field bent bars where permitted by note 2t i ' x a" sneatning to eacn bearinq wou 2 - Sd common race na�i � A53 grade B or ASTM A501 . JST. JOIST � ai�� ���� � on plan , or bars to be welded, which shall be grade 40. a Tube sha es are actual size as s ecified on lan . Pi e sizes indicated on lan are nominal 22. wider tnan t " x 8" sneatning to 3 - ed common iace naii LAM . LAMINATED '✓�!p�%y���`� I I �i�i�`i���ih��ir, � c. At splices, lap bars 44 diameters. Do not weld or use mechonicol splicing devices unless P P P P P each beoring wau ��!��i��i��i ���a���a°� (approximote inside diameter) and refer to AISC pipe schedule dimensions. LLV LONG LEG VERTICAL �i„�ry���� �ti�%�i�� specifically approved by engineer. �,��� r rr d. All bolts used in steel framin shall conform to ASTM S ecification A325. Anchor bolts and 23. Buiit-up corner studs t6d common 24" o.a LONGIT. LONGITUDINAL i I I ��` d. At corners, make horizontal bars continuous or provide comer bars. Around openings ond g p 3" x 0.137 " noil � 6^ a.�. Z `�•. � bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter LTWT. LIGHTWEIGHT � steps in concrete, provide (2)- //5 bors extending 2' - 6" beyond edge of openinq or step. 3" ta gage stapie 16" o.c. 12'� 0 CONC. PIER unless noted otherwise. LVL LAMINATED VENEER LUMBER I I e. Extend reinforcing steel a minimum of 2'- 6" through cold joints. Unless specifically iocated 2a. Built-up girder and beams 2od common at 32' o.c. tace naii ot top ond � on plan or details, coordinate cold joint locations with engineer. e. Typical fromed beom connections shall consist of pairs of 1 /4" angles using the maximum 3' x o.t31 " naii at 2a" o.c. bottom staggered on LSl LAMINAIED STRAND RIM MATERIAL f. Welded wire fabric shall conform to ASTM Specification A- 185. Lap welded wire fabric a number of bolts called for in Toble II - A of the AISC Manual (ASD Ninth Edition). 3" � 4 goge stapie at 24" o.c. opposite sides MAX. MAXIMUM ;;� 4" 4'� 4" minimum of one full mesh plus two inches. Laps shall be wired toqether. f. Expansion bolts shall be wedge type Hilti or "Rawl" or ' Simpson � , or approved equivalent MECH . MECHANICAL o g. Metric bar size conversion table: with the following minimum embedments: 2 - 2od common face naii at ends and at MAT'L MATERIAL I I (2)- #5 DWLS x � �/) 1 �2" diameter - - - - 2 1 /2" 3 - 3° x 0.131 " nail eacn splice MANUF. MANUFACTURER � '�� METRIC (/10 �/13 #16 #19 �22 #25 //29 #32 //36 5/8° diameter - - - - 3" 3 - 3" ta gage stapie MIN . MINIMUM � � #3 �4 �5 �6 �� �B �(9 �� � #� � 3�4° diameter - - - - 4" 25. 2" plonks 16d common at each beoring �N � NEW 6 ^ g. Epoxy anchors called for on the drawings shall be "Epcon " or "Rawl " or "Simpson" or 26. Conar tie to rafter 3 - � Od common tace naii NOM . NOMINAL I I (IF PIER HEIGHT EXCEEDS 4'- 0, l � approved equivalent anchor systems. Minimum embedments, if not specifically indicated on a - 3" x 0.� 3� " noii O. C. ON CENTER ADD ( 2)- #5 VERT. BARS FULL ^ O STRUCTURAL WOOD FRAMING the drawings, shall be according to the manufacturer's specifications. 4 - 3" ta goge stapie foce nail OPNG. OPENING o � � HEIGHT OF PIER ) O � h . All welding shall be done by an AWS qualified welder. 27 Jack ratter to hip 3 - tOd common toenoil OSB ORIENTED STRAND BOARD � � a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir- Larch {, Delay painting within 3" of field welds until welds are completed. 4 - 3" x o.t3t " naii f'� PLATE ` _ � l � � /�2 and better, and oll solid timber beams and posts 3" nominal and wider shall be Douglos Where corrosive soil conditions exist, steel an les that are used to su ort exterior stone a - 3" ia goge stopie � � j. g pp PLYWD. PLYWOOD i� Fir- Larch #2. veneer shall be galvanized and shall be attached to the foundation with galvanized or R. O. ROUGH OPENING b . Studs sholl be Stud grade and better pouglas Fir- Larch or Hem Fir. stainless steel expansion anchors. z - ied common face na�i RAD. RADIUS � SEE SCHED . FOR REINF. �, c. Built-up posts shall consist of Douglas Fir-Lorch or Hem Fir #2 or better 2x4 or 2x6 studs k. All grout beneath column base plates and steel beams at bearing shall be non - shrink, non- 3 - 3" x o.i37 " naii REF. REFERENCE � EQ. EQ. � ^ Q per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center olong each metallic type grout. Grout shall hove a minimum compressive strenqth of 2500 psi. 3 - 3" ia qaqe stapie REINF. REINFORCE/REINFORCEMENT V1 Sfud. 28. Roof rafter to 2-by ridge beam 2 - i6d common toenoil REQ�� REQUIRED � d. Built-up beams corsisting of multiple 2x members shall be nailed to9ether with two rows of 3 - 3" x O.t3i " naii � 2'- 0" w O 16d nails spaced at 12" on center, or with two rows of 1 /2" diameter thru -bolts spaced at GENERAL REQUIREMENTS: 3 - 3" ta gage stapie RET. RETAINING REV. REVISION � � � 24" on center. a. Structural erection and bracin The structurol �rawin s illustrote the com leted structure R . S. ROUGH SAWN O e. Top ond bottom plotes shall be Douglas Fir- Larch or Hem Fir //2 and better. Plates placed 9 9 P 2 - 16d common face non directly on concrete walls or slobs shall be pressure- treated Hem Fir #2. with all elements in their final positions, properly supported and broced. The contractor, in 3 - 3° x O.t3i ' noii SCHED. SCHEDULE NOTE : FOOTING DEPTH DETERMINED � f. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on o treated the proper sequence, sholl provide shoring and bracing as may be required during construction 3 - 3' ia goge stapie SECT. SECTION 8Y PROXIMITY TO ADJACENT FOOTING � � � 2x6 bearing block. Provide '/z' clearance around end of wood beam. Block aqainst sides of to achieve the final completed structure. Contact structural engineer for consultotion (not in 2g. �oist to band joist 3 - tsd common face nail SHT. SHEET MAINTAIN MAXIMUM SLOPE OF 1 : 1 beam pocket with treated 2x blocking to provide lateral support for beam . controct) as required. 5 - 3" x O.t3t " na�i SIM . SIMILAR �""� g. Within floor joist spaces beneath solid or built- up columns noted on plans, blocking of area b. Dimensions: Check oll dimensions against architectural drawings prior to construction. Do 5 - 3" ta gage stapie S. I . P . STRUCTURAL INSULATED PANEL � � equivalent to column above shall be provided. Door or window trimmers consisting of a single not scale drawings. 30. �edger strip 3 - t6d common toce nail SPEC. SPECIFICATION r , !� stud do not require special blocking in the joist space. c. Construction practices: General contractor is responsible for means, methods, techniques, a - 3' x o.i3i " noii SQ. SQUARE �'q � r se uences and rocedures for construction of this ro ect. Notif structural en ineer of a - 3" ia qoge stapie 3 M h . Except as noted otherwise, minimum nailing shall be provided os specified in the "Nailing q P P 1 Y 9 STD. STANDARD SCALE : 3 4" = 1 ' - 0�' � , d Schedule" on the drawings. omissions or conflicts between the working drawings and existing conditions. Coordinote 31 . Wood st�u�t�rai paneis and particleboard:° t /2" ond iess ad°�' (per KRM)a STL. STEEL g� � i. Bolts used for wood framing connections shall be installed with standard washers and nuts. requirements for mechanicol/electrical/plumbing penetrations through structural elements with SubFloor, roof and wali sheathing 2 3/e" x 0.131 " nail " STRUCT. STRUCTURAL j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods (to framing): � 3fa" x is qqge T TRIMMER 2x4 OR 2x6 BRG. STUD � Company shall be used to join rafters, joists or beams to other beams at flush- fromed used for construction shall be in accordonce with the latest editions of the IBC/IRC. t9/32° to 3/a' 8d (per KRM) WALL conditicns. Use all s ecified nails. Connector conditions not otherwise noted shall utilize t e d. Details not s ecificall shown on the drawin s sholl be constructed in o manner similar to the 2 3/e' z o. i31 " nail° T&B TOP & BOTTOM P YP P y 9 2� �6 9a9e° T&G TONGUE & GROOVE U or type HU hangers of a size specifically designed for the member supported, as shown in details that are shown for like conditions. These items sholl be brought to the attention of 7/8" to i " 8d` WHERE FTG. WIDTH 16d DRIVE PINS � 16" O. C. T. O. C. TOP OF CONCRETE the manufacturer's published tables. Contact structural engineer for detoils as required. the structural engineer as soon as possible for approval . Approval shall be obtoined prior to EXCEEDS 1 '- 4, ADD #5 (IF HEATED SLAB , GLUE k. Wood nailer plates installed on steel beams or concrete walls for top- flonge hangers shall be instollation. � i /S" to t � /a" toa° or aa• T. O. F. TOP OF FOOTING TO CONCRETE e. It is the res onsibilii of the contractor to contact the structurol en ineer at the a ro riate Singie Fioor (combinotion subfloor- 3/a" and iess ad• (per KRM)Q T. O.L. TOP OF LEDGE TRANSV. � 16" O. C. R ) ripped to motch the width of the wall or beam flonge. Nailer plates supporting top flange P Y 9 PP P underia ent to framin 7 T. O. M . TOP OF MASONRY han ers from one side onl shall be installed flush with the face of wall or beam flan e at time to perform site observations visits. Observation visits to the jobsite by the engineer ore >'�^ 9�' �8� t0 � � � a . #4 x 1 ' - 10 g y 9 t t /e° to i t /a" iod o. 8d the hanger locations. for determination of generoi conformance with the construction documents and shall not be T. O. TOP OF CONC. SLAB PER PLAN � 1 '- 10 I . Manufactured joists sholl be from on approved monufacturer and shall be equivalent in load construed as inspection . 32. Ponei siding (to framing) 1 /2" or iess 6d' T. O. W. TOP OF WALL � 16 " O. C. f. Thou h ever effort is made to rovide a com lete and clear set of construction documents, 5/8" Sd THRU THROUGH 99 - 6 carrying capacity and deflection criteria to TJI 210 series joists in the depths and spacings 9 Y P P _ indicated on plan . Provide blocking, bracing, web stiffeners ond other occessories as discrepancies or omissions may occur. Release of these drawings anticipates cooperation and 33. Fiberboard sheathin9:a t /2" No. it gage roofinq naii" TRANSV. TRANSVERSE T. O. SLAB � � required by the monufacturer. continued communication between the contractor, architect and engineer to provide the best ea common naii TS TUBE STEEL COLUMN : e ° o m . Laminated veneer lumber (�VL) shall have the following minimum properties: possible structure. These drawings hove been prepared for the use of a qualified contractor No. t6 gage stapie � TYP . TYPICAL � � ^ � P experienced in the construction techniques and systems depicted. Z5�32� Sd�commonenal�fing nail ���O��p��0��� ° � � 98'- 6 1 . Flexurol stress - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - 2600 si U . N .O. UNLESS NOTED OTHERWISE 2. Modulus of elosticity - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ,900,000 psi No. � 6 ga9e stap�e' VERT. VERTICAL ��i��; a . < - T. O. SLAB 3. Tension parallel to 9rain - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 1850 psi ; V. I . F. VERIFY IN FIELD ����i ° < � 4. Compression parallel to grain -- - - - - -- - - - - - - - - - - - - - - - - - - - 2310 psi 3a. interior paneiing 1 /4" 4dk W. F. WIDE FLANGE " a a : < � 3/8" 6d 5. Compression perpendicular to groin (parallel to glue line) - - - - - - - - - - - - 750 psi W. P. WATERPROOF � � �a�o�o `D � N 6. Horizontal shear - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 285 psi NOTES TO TABLE 2304.9. 1 W. W.F. WELDED WIRE FABRIC � p� �� •�� 7. Connection of multiple-member beams: For SI: 1 inch = 25. 4mm. 2 3/8" x 0. 773" nails and 3" x 0.73t " nails ore stondord 8d ond tOd Gun nails. Wp . WOOD ;��\� � A. Top-loaded beams (2) - #5' s C O N T. H O R I Z. 6° �i � a. Common or box nails ara permitted to be used except where otherwise stated. W� WITH i) For members 12" deep or less, nail each member to the next with 2 rows of b. Nails s aced at 6 inchea on center at ed es. i2 �ncnes at intermediate su orts exce t s �nches at su orts wnere TOP & BOT _ P 9 PP P PP W/O WITHOUT � 16d na115 Ot 12�� O.C. spans ore 48 inches or more. For nailing of wood structural panel and particleboard diophrogms and sheor wolls, , ii) For members greater thon 12" deep, nail each member to the next with 3 refer to Section 2305. Nalls for wall sheathing are permitted to be common, box or casing. 1 - 4 c. Common or deformed shank. rows of 16d noils at 12" o.c. d. Common 2 2' -0" AT "SIM " SCALE: 3 4" = 1 ' - O " B. Side-looded beoms e. Deformed snonk. i) For two or three member beams, nail eoch member to the next with 3 rows of t. Corrosion-resistant siding or casing nail. S� l6d �QiIS Ot 12�� O. C. g. Fosteners spaced 3 inches on centrr at exterior adges and 6 inches on center at intermediate supports. ii FOf fOU� member beams, bolt throu h with 2 r'OwS Of 1 2�� diameter bolts al h. Corrosion-resist�nt roofing nails with 7/16-inch diameter head and 1 1 /2 inch length for 1 /2-inch sheathing and � 9 � 1 3/4 inch length for 25/32-inch sheathing. Ix4 OR 2x6 STUD 12" o. c. i. Corrosion-resistant staplee with nominal 7/16-inch crown and 1 1 /8 inch length for 1 /2-inch sheathinq and 1 1 /2 inch �^ WALL OR MARRIAGE WALLS iii) For members COnSiSfln9 of more than four members, COn<OCl sf�uctu�al lenqth for 25/32-inch sheathing. Panel supports ot i6 inches (20 inches if strength axis is the long direction oi en ineer. the ponel, unless otherwise marked). 9 j. Casing or finis� nails spaced 6 inches on panel edges, 72 inches at intermediate 9�pPort9. WHERE FTG. WIDTH k. Pane� supports as 2a �nches. Casing or finish noils spaced 6 inches on pane� edges, � 2 inches at intermediate supports. EXCEEDS 1 '- 4, ADD /J5 CONT. TREATED 2x6 Ip W� I. For roof sheothing applications, 8d noils are the minimum required for wood structural ponels 16d DRIVE PINS � 16 �� �. C. m. Staples sholl hove a minimum crown width of 7/i6 inch. TRANSV. � 16 �� �. C. n. For roof sheathing applications, tosteners spaced a1 4 inches on center at edqes, 8 inches ot intermediate supports. (IF HEATED SLAB, GLUE o. Fasteners spoced 4 inches on center at edges, 8 inches ot intermediate supports for subFloor and wall sheathing and 3 CONC. SLAB PER PLAN I� TO CONCRETE� inches on canter ot edges. 6 inches at intermediote supports for roof sheathing. p. Fosteners spaced 4 inches on center at edges, 8 inches at intermediate supports. gg' - g q. Items noted as "per KRM" hove been changed from the IBC schedule to o more restrictive requirement. - � � . � ° - - n-' � � � < � � • T. �. SLAB � Q , ' . . a � �, ad. e . . a � � designed by JAH o, �� � � • °• % ; � '�� � a � draw� by STR � EQ. EQ. C� TS 3x3x1 /4 %\/\\��0�\\ � ° a ii/\\/\\ o NN checked b 2x4 OR 2x6 3�4�� ( 2 )- #5's CONT. HORIZ. �i, �'� � y 4" CONC. SLAB- STUDWALL PER 1 /S1 TS 3x3x1 /4 TOP & BOT EQ EQ � ISSU2d ON -GRADE PER BASE F� 7/8x5x0'- 9 PLAN ' O � W I PROGRESS 02 /25 /05 (3) CONT. #4's � 12" O. C. � ��2�- � �2�0x� �� TS COL. REF. PLAN 7 ' - 4" M AROUND ELEVATOR PIT A. B. ' s ON 1 " MiN. PERMIT 03 /11 /05 PERIMETER. EXTEND BARS SHIM AND GROUT PER PLAN 2' -0 BEYOND EDGE OF PIT N P-�°-AN OPTION � AT ALL CORNERS, TYP . � �- MULTIPLE 2x6 OR 2x4 COLUMN- BASE I'� 5/Sx10x0' - 10 AT "SIM " 2x4 OR 2x6 STUD CONST. COORD. 05 /17 /05 �99'�- 6 PROVIDE 1 '-Ox1 ' - 0 OPENING ?.Y 0. SLAB a ° ° e #4 x 2'-6�2,6 � 12" O.C. 1 /2" EXP . MAT'L, TYP. I CENTERED ON TS COL FOR REF. PLAN W/ (4) - 1 /2" 0 x 10" 1 /2" EXP. MAT'L, TYP . WALL OR MARRIAGE WALLS PLACEMENT OF COL. A. B. 's ON 1 " MIN . SHIM WHERE FTG. WIDTH 16d DRIVE PINS � 16" O. C. & GROUT EXCEEDS 1 '- 4, ADD #5 CONT. TREATED 2x6 f� W/ a ° ' AROUND ELEVATOR PIT 9� 1 ' - 10 IN CONT. TREATED 2x6 a a 4 x R � a a < - TRANSV. � 16" O. C. 16d DRIVE PINS � 16° O. C. �`i;`%r� p , < , < PERIMETER T. O. SLAB a # � �_ � p IF HEATED SLAB GLUE a < � �,��p���� a a 4 a , ( (IF HEATED SLAB, GLUE �%�i ° : ^ a ° I � 16 " O.C. BEYOND f�' TO CONCRETE) � CONC. SLAB PER PLAN R TO CONCRETE) CONT. 4 AT MID-HT. I \\� ° a � � o # ( � I 98'-� < a � � ° - T 0 SLAB ��o�!����� i��r��i�i:�� 99'- 6 a a 97'- 6 VERIFY <, a � a , a� �i�ii � � �� �� Q a � T. O. SLAB SLOPE PER ARCH . WITH ELEVATOR a , T. O. SLAB ��\ ���• i , e a o a MANUFACTURER \ \\ // o e < - ° a �. � q � a � T. �. P� T a .� � � - � o ��%��%% � �\ \\//�q���i O Z ` � ` � � �J � � � �° - Q � sh ee t a � . � e � i e .4. �/ � . . ° a ° RE F. SP RE AD - �\ , / �/\\ %�0��%%i I � ��%�%/��/ % �/ � \� \ \�/\//\/ cD ' N . a � O . � �- - ° -e . . \� \� � � � � Y\ r. �����%\// i � : � � i ° - FOOTING SCHED . ��� r��•i � � �i % �i���i��"• a a a , ,. (2)- CONT. #5's FROM SHEET S2, FOR � SEE SCHED. FOR REINF. EQ EQ � ( 2 )- #5's CONT. HORIZ. ��; EQ. EQ. ���\� � CONT. FTG. BEYOND REINF. ' THRU ISOLATED PAD E4• EQ. � � TOP & BOT � � .�¶ � � EQ. EQ. �T� , SCHED. WIDTH 1 '- 4" III %�ii��i;%� v � #5 � 16" O.C. EA. SCHED. WI�TH ih �%�� ` WAY � BOT. 3' - 6 ° SQUARE 11L 1 '- 0" TYP . i��r '"' AT ' SIM ' OPTION 2 �A ' - 1 ' - 0" 6 SCA�E : 3 4" = 1 ' - 0 " 5 SCALE : 3 4" = 1 ' - 0" 4 SCALE : 3 4" = 1 ' - 0 " � SCALE : 3 4° = 1 ' - 0 " 7 SCALE: 3 4' - S1 S1 S1 S1 S1 JOB #0501 - 01 125'- 5" 2'- 0" 24' - 0" 26'-8" 30' - 11 " 18'- 6" 14' - 0" 9'- 4" c; c � N: , '� 'J Kf��f � ` � 6'-�" 12' - 0�� , 6' - 0° 4' - 9'� 9�- 0�� 4�- 9 '� 12'- 11 " 1 '- 1 " ,,i.`; 4��' lF . �•. � � � � ` a� � � . , - - H � - - - H � � . . A A �� ,, , �e'\�,`%- " ' rn S� �'`I � , �S / a SPREAD FOOTING SCHEDULE � S1 TYPE SIZE REINFORCING � � � � � � A 2' - 0 x 2'- 0 x 1 ' - 0 (3)- #5's x 1 '- 6 EA. WA� H I H I H I - - .i— - - - - - - - B 3' - 0 x 3'- 0 x 1 ' - 0 (4)- #5's x 2'- 6 EA. WAY JA JA J � � _ _ _ _ _ _ _ � I C 3' - 6 x 3'- 6 x 1 '- 0 ( 5)- #5's x 3'- 0 EA. WAY 3 Q' � � I T. 0 F. I D 2' - 6 x 4'- 6 x 1 ' - 0 (6)- #5's x 2'- 0 SHORT S� � N z °m � co T. O. W. = 99'- 6 ( 3)- #5's x 4'- 0 LONG — — — — — — — — — - � I¢ o 0 � 2 _ ,� T. O. F. = 95'- 6 � 2 I I Z '3J ° rn rn N I I O� I _ - - _ _ iJ I� I I � p> S2 I � �— � � � �2�� I � � � — _ _ _ — _ _ � � � � O� O� J \ s, , � � a• a° � I I �, w ,... I j I I � 4" CONCRET SLAB ON 4" I T.O. W. (EXT) = 101 '- 6 �' 2 - - - - — Z � � ~ o Q F 'L � � r� � — 00 J �v CLEAN GRA L BASE ON STEP g2 � I J � i7 � UNDIS7lJRBE GRADE OR I T.O.F. = 96'- 6 TA. F. I � 2 � � — — — — — — — — — — — J r J I I � COMPACTED STRUCTURAL I � 4" CONCRETE SLAB ON 4" I I S2 � Z �' I I FILL PER S LS ENGINEER . � CLEAN GRAVE� BASE ON � ° O � eo rn � Z I � I REINFORCE LAB WITH I � — — - - - - - — I � I � � I � � (� cv � � ��99'- 6 6x6- W1 . 4xW . 4 WELDED I I I _ I I I I UNDISTURBED GRADE OR � I I I � � o � � � � cO T.Y 0. SLAB I I WIRE FABRIC THROUGHOUT. I � a, I T. O. W. = 99'- 6 I � I COMPACTED STRUCTURAL FILL � ��� I T. O. W. = 99' - 6 iv � � <r � � � I I 4" 2 T. O. F. = 95'- 6 PER SOILS ENGINEER . ''> > T. O. F. = 95' - 6 � x � � L PROVIDE 1 " EEP SAWN OR 2 � ;� 4" SZ � REINFORCE SLAB WITH o S1 � m o °' °' � I I TOOLED CON ROL JOINTS I I N I I 6x6 - W1 . 4xW1 . 4 WELDED WIRE I I I 4' - 10 1 2' � - ^^ AT 15'- 0' AXIMUM � � 1 _ _ _ � o � ^ Q � 8' - 3 1 4" 5' - 0" � o x I I I I � FABRIC THROUGHOUT. PROVIDE � i -- — ` � N a > �v TEP SPACING EA H WAY. S6 T. O. F. � 57 I I 1 " DEEP SAWN OR TOOLED 2' - 9 - � � �2 6'- 0 1 /4" 5' - 11 3/4" I 4'_ 2" 4'- 10 1 /2" 5�� 1 o CONTROL JOINTS AT 15' - 0" � � 0 2 - 4 � �2 I � � I � n - _ � I S� - I i I M A X I M U M S P A C I N G E A C�1 W A Y. I I � - � � I II , � � 2 8 1 /4 6 4 1 /2 I I 13' 9 3/4" 18�- 0 1 �2" o� 13' 11 " � I I 9'- 7 3/4" I � � 6 1 /4" '? I I � T. O. W. (INT) = 99' - 6 "� I I "� 4 - L oI I I I � � 'n I L — � —0° — T. O.F. = 96'- 6 — � � I I I g' _ 2^ I � I N S� S2 0 � - I I II 0 N I c " 5 I� �A 6 Z 3/4` - - - - — - - - � —� - - —� � I I I I i� g�- 9,-6 L J o I I I I \ $1 Sl °' T�A 2 \ 9' - 8 1 �2° I 5'- 11 " � � `v N � T.O. W. = 99'- 6 I .t �n 7 St I I �„� � 7 T. O. F.. = 958'66 3/4 I � m 2�- 0" � � S1 I I � T. O. F. = 94' - 6 °' _ � 99' 6 51 S6 _ i � I — � — — — — — I I � T.0 PLYWD. _ — N — — — — — — — � I �B — — I � � �B � � I — — - � �- ' � i � �- -� i I ,: � � - _ s, _ — � I N � , � ,. — � � � � � � = A � �� j � i� � � � T. O. W. = 111 '- 2 � � � �n \_ , I I � _ � I � � � , M � 5 � � � � ; � . I I T. O. F. = 95' - 6 . � � �~ _ 97 - 6 VERIFY I 1 � I I `O I „ r� 1.9 3J" 2 � M T. O.F. = 106' - 8 I o "� Si � i I � � r� d. 2 - L i I � I I I \ 3�- 6 1 , J _ I I � \ �\�.. — — A_ J 5 S1 I I � I I MANUFACTURER) - I 2, O» I S7 I I 52 I I I T. O. F. = 99 - 2 I I � � I I � � I �` I I � - - - - I �n � T. O. W. = 108' - 6 3/4 4 � � �c.i � � 2 I ' I T. O. SLAB � T. O. F. = 99' - 2 _ M M SZ Sl I � _ _ � I I �, � _ _ _ _ � S, � � _ _ _ _ � L _ _ � _ _ _ _ _ � � � �. � I OVERFRAME W/ 2x6 ! , I 2. 6,� � \, — — — — — — — — — — ' � � S6 - S� I � � I � I WITH ELEVATOR �- I � 3 T.O. W. = 98'- 6 � 16" O. C. , TYP. 1 � L' 97'- 6 (VERIFY � �. p I � MANUFACTURER) I I T.O. F. = 94'- 6 I I i INDICATES 2x4 I I B S3 BM 1 � 5 T. O. SLAB STEP I BEARING STUD WA�L g" I I I � c��� � � � � I I T. O. W. = 112'- 2 PKT. � I I S2 �n � 13' - 3 3/4" T. O.F. �. ^ T. O. W. = 108'- 6 3/4 BELOW, TYP . 1 � T. O.F. = 104' -6 52 T. O. W. = 112'- 2 S7 � ( � , T.O. F. = 94'-6 - co 2'- p" STEP — �� T. O.F. = 99'- 2 � _ ''� _ � � ss�- s , ' - 6" S' � � J � _ — ��� � �` �-- T.� Si T. O. W. = 109'- 6 3�4 � T. O. F. _�� _ 3A 1 �' � - I � � 3 T. O. F. = 99'- 2 � I ' ��� — — — T. O. W. = 120' - 70 1� \ - INDICATES � � - � � Z � �2 CRAWLSPACE � S2 STEP IN T. O. I � 7 1 /4" 1 T. O. F. - 99'- 2 2 I _ a � S3 2 ,_ 6„ c — — — — — � � — � � � � = — — — — — — � � SLAB S1 I I � I T.O. W. = 114' - 9 � — J I o S2 9 ' - 4 1 2" a0 �`' `r � -� STEP I I � 9' - 4' � g� � '� � -- T. O. F ��� ��`' I i-� T.O. F. = 99' - 2 `� %�'�` ;t� I 1 'n 4 'h o Q ' - `_ - T. O.W. = 108' - 6 3/4 3 T.O. W. = 120' -8 1 /4 `O I I T. O. W. = 109'- 6 3/4 � T. O. W. (INT. ) = 114' - 6 3/40 3' -0" BM S6 � � T. O.F. = 98'- 2 S2 T.O. F. = 98'- 2 3 T. O. F. = 99 '- 2 z - 2 � �2° T. O. F. = 104' - 6 � IPKT. S2 \� � I i i � O � `� _-- ( � � - � . 2 S3 � � � � T. O. W. = 109 ' - 6 3/4 — i� 5 ao i� M I T. O. W. = 121 '- 2 S2 ao T. O. W. = 113' - 11 1 /2 0 2 _ _ I I � T. O. F. = 104' - 6 � "� T. O. F. = 98' - 2 I I � T.O. F. = 99 ' - 2 I S3 0 — - - _ N � � — — — � � � � � i� I I I � I — � '� STEP T.O. F. = I w � � y - o L � N T. O. W. (EXT. ) = 114'- 9 � CR�IqWLSPACE `� � ° T. O. W. = 119'- 9 1 /4 � N T. O. W. - 119'- it : I I — — � 1 ' 9° � I � 0" T. O. F. = 99'- 2 10° I F-+-1 � I I I T. O. F. = 98' - 2 I - I I ' I � . � — - - 9 1 2 ' "� T. O. W. = 120' - 4 3/4 8, o o i� I STEP � � 9, _ 2„ rn I o � I T. O. F. M T. O. F. = 99'- 2 I ` � � O j T. O. W. = 121 '- 2 ° 1 _ �i � � ' I " "� `" 1A 11 " �' � � T. O. W. = 120'- 10 4 � i� �n T. O.F. = 98' - 2 I N PKT. ° N .�.�. . ° - - I 3 �\ 3 H ^ - - H T. O. F. = 99' - 2 T.O. W. = 119'- 6 g3 `O I L — S4 N � :� y S6 S3 � N t ¢ N � 4 T. O. F. = 99 - 2 I � � � I � 10 : 3 � � � 10 � — — � S6 S3 � � �A � � � � S3 � � � � � 1 r I I II I o T. O W. = 114�- 6 3/4 N I I I I N I ,� � Or „ I �I I I � . T. O. F. = 99 ' - 2 L — — — — — — — — � w � N �—'� PROVIDE LEEVES 10" 10" 'a o � 1 � I t 10" I � I FOR PERI ETER I I � � � �o I I I I I I 1 z �1 � � � 3 DRAIN TH�OUGH EXT. O I gg � I S6 gg T. O. F. = 999• 26 � � �+ COUNTERF RTS, TYP. 1 � ,�-le � I � S6 � P I I , / , L _ I I I 3�_ 2�� � _ � � � � 7 ( � 9 -2 9 -2 � �� � / /— � I 1 �- 11 " 1 ' - 1 � � _ � �. 0 3 EXTENT OF 10" — — � I � � ` S6 �Q � — 1 ' - 5 3/4" 1 '- 5 3/4„ 1 '- 2" 1 '- 4" ��� 3A \ 1 1 � � � STRUCTURAL \ \ �\ � / S2 SLAB-ON - GRA E � Ss � \ S2 1 ' - 5" \ \ S \ � � T. O. W. = PER ARCH. � 3 / 2" 3' - 8" 4' - 10" 4'- 10" 2'- 5" \ I / � TA. F. = PER ARCH . �- _ S6 2�- 11 " 18' - 2�� 2� - 1 " \ � \ \ � � � � � � � � 4' - 6" 3 2�� ,_ 3 1 3 2' - 9 3/4" � ` 3'- 1 „ / 7 '- 10" gg � — — — 2' - 3" 24'- 0" 9 ' -8 1 /2" 7'- 6 1 /2" 12'- 8" 7 ' - 11 " 3'- 5 1 /4" 13' - 11 1 /2" 11 ' - 8 1 /2" 5'- 10 1 /2" 12' - 1 1 /2" 11 ' - 8" t23'- 5" NORTH T. O. W. = PER AR�H . FOUNDATION PLAN SCALE : 1 4 " = 1 � - 0 �� 2x6 STUDS � 16" O. C. W/ T. O. F. = PER ARCH . PLAN NOTES 1 /2" PLYWD. OR OSB SHEATHING - - � 1 1 /2" GYPCRETE, TYP. 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: #5 � 16" O. C. LONGIT. T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING 1 1 /4x11 7/8 LSL RIM - - - _ 109� _ 9 AT BOTTOM OF SLAB T. O. P— �� 3, _ � 2. TOP OF FOOTING ELEVATIONS ARE BASEO ON FINDING ADEQUATE SOIL BEARING #6 � 8" O. C. TRANSV. CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 1 /2" � x 10" A. B. 's � 48" O. C. � #5 x � � 8" O. C. IN CONT. TREATED 2x6 %' v M 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � � (10) #8 VERT. � _ ALTERNATE HORIZ. LEG ( 2)- #5 CONT. AT TOP & 108' - 6 3 4 � COUNTERFORT "' SLOPE BOT. OF WALL 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE �OUNDATION T. O. W. , _ a END PER PLAN WALLS UNLESS NOTED OTHERWISE. N � < a < T. O. W. 11 7/8° I - JOISTS PER PLAN - a 4 2�- 3 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" STONE VENEER a PER ARCH . a e . ., .a4 a o a ° ' ^ a tl #4 DWL's x M � 16" O. C. THICK x 16" WIDE UNLESS NOTED OTHERWISE. < . , ° ' N i ° a , • 6. DO NOT SCALE DRAWINGS. � � � � .� e � I� � = TO 10" STRUCTURAL SLAB CONT. L 4x4x1 /4 W/ � #5's VERT. � 12" O. C. c� I I I I ° 0 3 0 2x6 STUDS � 16" O. C. W/ 2x6 STUD WALL designed by JAH 1 /2' � x 4" EXP. ANCH . 's ' < 2' CLR . 2" CLR. M I I I I I I I #5 DWL's x I � 12" O. C. 1 /2" PLYWD. OR OSB (FLUSH w/ CONC. � 24' O. C. TYP. TYP. I I �li ` r� SHEATHING 1 /2" EXP. MAT'L, TYP. WAI L AT SIM ) drawn by STR 1 /2" EXP . MAT'L, TYP . }�. ' 1 /2° ¢ x 10" A. B . 's � 48° O. C. 1 /2" � x 10'� A. B. ' s � 48�' o. c. checked by a , I ' I I 5" ' " #5 CONT. HORIZ. � 12" O. C. � IN CONT. TREATED 2x6 F'� 4" CONC. SLAB PER PLAN THRU CONT. TREA7ED 2x6 F� (2) - CONT. #5' s ISSU2d 4' CONC. SLAB PER PLAN O 99� I I I #5 VERTS. � 16 " O.C. o (PER PLAN AT "SIM") (PER PLAN AT "SIM") TOP & BOT. ` a T. O. SLAB #5 HORIZ. � 16" I I I I I I � i 99 -6 99 - 6 PER PLAN s , o. c. T. o. w. _ e PROGRESS 02 /25 /05 a , #5x � DWL's � 16° O. C. N T. O. S� T. O. W. ° �o � PERMIT 03 /11 /05 e � � �/ ��/ ��� � . , �i 2•� SLEEPERS PER i�r�r�ii� (10) �8 x - � DWL' s � � CONT. 2x4 KEY STONE VENEER ; ��o�O�p��o' ARCH . SHOT— PINNED � CONST. COOP,D . 05 /17 /05 Oo� � � a � � i�� a ii ! CENTERED IN WALL PER ARCH . i��i�` TO CONC. WALL a° �,� �O� � ADD #5's VERL � 16 " O. G � 4x 4., — , ' � 1 /2" EXP . MAT'L, TYP. / '� � � WHERE WALL HGT. EXCEEDS 4' - 0 a #5 DWLS x � III I I I CONT. L 4x4x5/16 W/� � NOTE: SOIL AT LOW END #5 � 16" O. C. EA. � 48" O. C. N PER PLAN , 4" SLAB— ON — GRADE 6 4 � IIIIIIIIII I' I) II ° 5/8" � x 4° EXP. ANCH . 's � � WAY CENTERED IN #5's CONT. HORIZ. � 16 " O. C. PER PLAN � 24" O. C. � (NO SLAB) AT ' SIM ' (2) — #5' s CONT. HORIZ. � U a ( 1 )— #5 CONT. HORIZ. � MID — HT. 8" CONC. WALL �PER PLAN �� 4 � cn � 98 — z , `� I — a T. O. S. O.G. Y �{5 DWLS x ° 1 /2° EXP . MAT'L, TYP . 4�� 4�� #5 DWLS x I TOP & BOT. 99 ' - 2 AT "3A' — • < � ° � T. O. F. a � 48" O. C. � � 48" O. C.�i� ° g ' 4" CONC. SLAB PER PLAN sheet � � � �� °� � � ° ° � � �����i�/i!°�� ° (2)- #5's CONT. HORIZ. 9� � TOP &5's��CONT. HORIZ. o d , a ` , a e \\�\ ,, a , o , , a \� (PER PLAN AT ° SIM " ) TOP & BOT. T. O. SLAB ° a o ' ° a i, 95' -6 ° 99'- 2 95�- 6 ° I � ° d a ° a e a a #S � 12 �� �.C. ° e J ° ° ° TRANSV. AT TOP T. O.F. ° T. O. F. < iv c� a ^ a , 9 ° tl _ T. O. F. r e < � \\/\\/\\ / � � � � e a � H . � d a . .° . a . a� a � d a �f�J � � 6�� � ° � //\/\\/\//\\ a a . . e . a - . . ' e _ . . a �. C. LONC+� T. ��%��/ ` ° ° � AT TOP PERIMETER DRAIN PER \ °- � / SOILS ENGiNEER 4" 8" 4" 4�� 8�� 4�� PERIMETER DRAIN PER J 4 8 4 3" CLR. � � � � 2" O. C. #8 � 6 " O. C. LONGIT. AT BOT. SOILS ENGINEER TYP. TRANSV. AT BOT. #6 � 12" AT DTL. "3A' � ' - 4" U . N . O. 1 ' - 4" ' - 4 ON PLAN , JOB # 0501 - 01 ' - 1 ' - 0" 2 SCALE : 3 4" = 1 ' - 0° � SCALE : 3 /4" = 1 ' - O' 4 SCALE: 3/4" = 1 ' - 0" 3 3A SCALE : 3/4' - g2 S2 S2 S2 S2 NORTH 5 MAIN FLOOR FRAMING PLAN SCALE : 1 4 " = 1 � - 0 �� , CANT. 2x10's gq `J ` PLAN NOTES 2x8 RIM a�,.� ' �P` ' �+� �+0 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 Y Z� i99 �\ I I 2. POSTS BELOW ARE INDICATED: ■ NON- CONPNUOUS POSTS FROM ABOVE ARE INDICATED: � CANT. _ Sx 4 CANL :1;0, - SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: O CANT. 2x10's •.' � (DR PPE ) - 5 •--� 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP . 1 , SPAN S4 2x10xCONT. LEDGER w/ ( 2) � 2 10 16 ' 0. . i RATING 24 O. C. 2x8 RIM � �� e+� i - - - - - - - - - - �+� �+0 ROWS 10d NAILS � 8" O. C. 109' 6 � LAGS � 32D) O. CD 3/8"0x4" I T. O. DEC ING i 4. (XXX'- XX' ) INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED ). CANT._ _ 8x1 5. " O INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. Sx14 QD YP . � - - - - ( RO ED (D OP ED) � 6. ALL FLOOR JOISTS ARE 11 7/8" TJI/210 � 16" O. C. , TYPICAL, UNLESS NOTED OTHERWISE. ' � U � 2x 0 16" O. C. '� 3 - 1 3 4x11 8 LVL 3 - 1 3 x11 7 8 LVL I � Z � � � � � � � I � `� N ✓ �', �+�0 7 7 <j 'o a � o ^� � g N N I 1� S4 I Z � �Umm � � x� � �� 4 - 2x10 S4 I � ` DQ YP. � 9,— I � z Z r%� r%� +`� STRUCTURAL � � - � 3 - 2x12 T� . D CKI G � � N o � � L`�'1 E AA S D E O FLOW 6 � O YP I +`o r o 6 2x10 CONT. LEDGER w/ ( 2) Z �' � � o Q + 2 x 1 � 6" . C. �, �1 �,+ R O W S 1 0 d N A I L S � 8" O. C. Q �- BALCONY ��F, ��+ 1� �,Q' �'+ , � YP' ( STAGGERED AND 3 8"0x4" ~ � °o° JV`�' I � � � s � / � c� l L `L �� `� ` L�" � LAGS � 32" O. C. � � '9�. � 109 - 5 0 r�,+�O J .* � . � . . � o' " � 2x12 CONT. LEDGER w/ ( 2) J T. O. DE KIN '� + � � Z � � � " � ' `L+ ROWS 10d NAILS � 8" O. C. � YP. � L`�",/ �+6' L,/ S4 O � � � N a "� I `1 (STAGGERED) AND 3/8"mx4" ' ` _ _ LAGS � 32" O. C. 3 2x1 1 1 /4x11 7/8 VERSA RIM (OR U � � r'�i u�i - 2 1 - o ( 2 i 3 - xt a � �orn � � Q 6 � i 2 0 3 - 2x10 ' EQUIV. ) � FLOOR PERIMETER ... ,y.r. �,+ g J I i ' �o O INDICATED THUS, TYP. � � � o � � �, �.. 6 � S4 �� � � � z � � m � rnrn �y , .... ,' ��� Y � oJ ° Q � • `� '�� — ^ �n a > °:� 1 1 /4x11 7/8 LSL RIM � FLOOR i ' PERIMETER INDICATED THUS, I � � � TYP. i 3 `S�'�i i � ~ . . � . . i? CANT. JOISTS S4 � j � n � J 109'- 9 ' +�O ��J� - - - - 6 - - - - - - �O +�O M ro +�O T. O. PLYWD. + ' ,� � ` � `�+s � � � FF TYP `1 �I �,1�� ^ ^ 2X � L`�'1 „ 6 V � 3 � + 3 2x1 - - W10 22 ( 10 '- 6 3/4 _ d' � C TYP. L1 ,i�' � 3 - x10 , ,. L , � x � `o , B TYP QB YP. � '� "�� a�o L / M yJ � 6 � BQ TYP^, '� TYP. C � B TYP . 4 � 9� — I r� � ^ 6 i � T. O. P YW . � � S6 ' I -� � + S2 I o ^ .� + .-, r. `L + + � � �� �, ,y+ � R � -� ic `L , TYP B r� 1 n O '- 0 TYP. `L � `�1 ` � i j` I ! � 'L �,i a0 N � 109 ' -9 I T.Y p. p�yyyp_ � � O - 7 3/ x _ � YP. , L i s / ( 2)- 1 3/4x11 7/8 LVL + i 3j 2xo10 � ( 2)- 2x10 . I (1 ) - 1 3/4 x � 7/8- L . )— -� � < J� � / / 11 7 8 LVL ; - - � I v 3�� i I ' � 0 0 � �1 �y1 `i'�' z � D� �N} � �� ��+ ' ' I i � „��� r $ � I A � �, � � �� . � � � +� � � ;� i ��.�. � / �L �x K S ry+�O `- J��+ " II, FULL HT. I - JOIST B�KG. J� \R+ � i ` N /� � � � '�.J1 . . F � I N / : � 1 j � +6 � ABOVE r oj1� . p� ' � 1 \1 3/4x i /�+� r BQ TYP. �1/ 0 \ �1� ` �� i 1 7/8 LVL � - - - �,/ + F + � +�` ° o� M L � � � 1 - 1 3 4x � � 1 )- 1 3/4x : - - -_ � I � U i�' x � -- - -- — i � �_ � � 11 7 8 LVLQ s � N � T. O. PLYWD. X Fx 11 7 8 L � J`�+R I � c � � LJ 104'- 10 1 2 `� �,/ � ` - � `O B TYP.�" � T. O. PLYWD. M M -{�}-1�; 3/4x17 7/8 LVL � � ,_ _ . _I S 3 O ^ n C O N T. 2x 1 2 L E D G E R w/ I � �- x -- - � , CONT. 2x12 LEDGER w/ . 2 ROWS 5 8 0x6 .� ' � � o EXP. ANCH 's � 24" � `r � � J w (2) - 1 3/4x11 7/8 LVL � I TYP. C \ � °O a O. C. (STAGGERED), TYP. I" � � p� � � p CONT. 2x12 LEDGER w/ AT LEDGERS U. N . O. � i rGG TYP. N ' 'L � a � � o I x � AT LEDGERS U. N . O. Q 3 I � ^ 1� I ' L1 � L " � EXP . ANCH 's � 24" BQ TYP . ' 2 � � � � � O �n M , : � , �o O. C. STAGGERED , TYP. 4 06 TYP. S4 B TYP � Ss � • � ,`L+ T. O. ; � , � �`L+ �,+�` � AT LEDGERS U . N . O. S4 q O [/�] / r O 1�1 � � � , � BQ TYP �y �1 I �' rn ! ( 1 ) - 1 3/4x ' 1 ) 1 /4x ! ` 107 - 3 3 4 ``L, I Z ` QB TYP. 2 � TYP . S4 '� � FJ-�I �4 � T. O. PLYWp. � ry N � % i � � � l 7 � 11 � 7�8 \L S3 � 53 �-�I — —, , E � - , � � I � � O - � BM. t � j � � � yy2. � � I TYP. ' �,. 1 CANT. JOISTS "' J � A � A °'� 3 �N O — _ _ S6 3 S6 S3 W � �2x6 � 16" O. C. � S3 O � F�-� � 56 � 109' - 1 3 4 CONT. 2x6 LEDGER ' � � T. O. PLYWD. W/ ( 1 ) ROW S6 � 1� 1 5�8°0x4° EXP. 3A 4 3A � I/ S4 ANCH .'s � 24" O. C. 3A S2 S2 S3 Sz � � ' ✓ 4 S3 1 P"�� 2x6 STUDS � 16 " O. C. W/ 3 ���.• 1 /2" PLYWD. OR OSB 2x6 STUD WALLS 3 3 � � SHEATHING SZ SZ S2 S6 gg 1 /2" 0 x 10" A. B. 's � 48" O. C. 1 1 /2" CONC. TOPPING 1 1 4xi1 7 8 LSL RIM IN CONT. TREATED 2x8 fe _ � _ _ � / - 109' -9 109'- 6 3 4 T. O. PLYWD� 1 /2"0x10" A. B. 's � 48" T � W o 1 1 /2" CONC. TOPPING O. 0 IN CONT. TREATED � . �B TYP. � 2x6 F�'s STONE VENEER � � 109 '- 9 — TJI BLKG. PANELS � 24" PER ARCH . T�� - - - — 2x6 STUDS O 16" O.C. W/ IN FIRST JOIST SPACE W/ �' ` 1 /2" PLYWD. OR OSB (5) - 8d NAILS INTO EA. � 11 7/8" I- JOISTS PER PLAN SHEATHING PANEL, TYP. CONT. L 4x4x1 /4 W/ � 1 /2" 0 x 4" EXP. ANCH . 's —�/2" CONC. TOPPING � 24" O. C. 108' - 6 3 4 1 /2" 0 x 10" A. B. 's � 48" O. C. T. O. W. IN CONT. TREATED 2x6 f� 2'- 3 — - 109 '- 9 z #4 DWL's x `j' � 16" 109'- 6 3 4 T. O. PLYW�. � e ° ' � O. C. i� � 10" STRUCTURAL T. O. W. 11 7/8" TJI210 SLAB w/ REINF. PER � a' � � 16" O. C. SLOpDTL. 3/S2 STONE VENEER ( 2) 11 7/8" TJ1210 � a 16' O.C. � 120' - 4 PER ARCH . � Q a //5' s VERT. � 16" O. C. e Q T. O. SLAB ° ° ` a ° a a . . a a . � a 11 7/$" I - JOISTS PER PLAN ° �o �. �. �� �� < ° . �!������ip < e CON T. L 4x4x1 /4 W/ 119' - 6 °j����o� ° ° ° a „ , ` ° � 1 /2" m x 4" EXP . ANCH . 's e CONT. 2x12 LEDGER W/ T. O. W. � 24' O. C. ( 2) - i6d DRIVE PINS ° ° a ,i�� ��ii���i��i. ° � 16° 0.C. " � ���i,,.p. 4;, 4„ a ii;°! {/5's VERT. � 16' O. C. a #5's CONT. HORIZ. � 16 " O. C. ' ( 2)- CONT. //5's TOP & BOT. a . a � 8" CONC. WALL w/ � ° , e #�J � � 6�� �. C. EA. ° ' a . 2" c�R. designed by JAH WAY CENTERED IN a 4 � 4 e a .� a TYP . STR WALL �j5's CONT. HORIZ. � 16" o.c. drawn by °' checked by a a ` `O ° issued ° #5 DWL's x � I � �5 BWLO. C. L ° NOTE: �516�O. C. L ; , 1 '- 1 CONC. WALL w/ a � ° 48" O. C. � L. N NO SLAB- ON - GRADE 6, #S � 16" O. C. EA. WAY e d � 6' AT "SIM" EA. FACE OF WALL PROGRESS O2 �2S �OS #5 DWL's x iv � 32" O. C. 6 „ n < aa. (2)- #5's CONT. HORIZ. , a (OP &5'B�CONT. HORIZ. ° ad EA. FACE (STAGGERED) PERMIT 03 /11 /05 TOP & BOT. a 1 /2" EXP. MAT'L, TYP. ' 1 /2" EXP . MAT'L, TYP . 1 /2" EXP. MAT'L, TYP. , CONST. COORD. OS /17 /05 < a 4" CONC. SLAB PER PLAN 4" CONC. SLAB PER PLAN 4" CONC. SLAB PER PLAN < ° � 9� ° e . , , � � ° e Aa 105' - 8 AT "SIM ' tl g �99'- 6 � � ° e T 0 SLAB ° a a a ( ) � a T. O. SLAB � 99�- 2 e ° a . � T. O. SLAB a e 99'- 2 < , 99'- 2 < T. O. F. n � T. O. F. ° < , ° ° T. O.F. ° a e d . - ' � � ' � . � . : a� ' ' ° a e d e . a ad e a. OJ d . ° //\//\/\/\i � o � %/\\//j\%�ji\� �%\\\%/\/\�/\� ° d �e ° � e e � O \ \ \ \� / / /�/ � � � . . � d a � � /�%�\o \�\��\ /,�/, ° �!�' PERIMETER DRAIN PER �°� ����� sheet ' a ° < < , e ' a PERIMETER DRAIN PER —� 4„ 8„ 4„ SOILS ENGINEER 8 � 5 1 /2" 1 '- 1 " 5 1 /2" SOILS ENGINEER U 1 �- 4" 1 - 4 � �� M �--� SCALE: 3/4" = 1 ' - 0 �� � SCALE• 3/4" = 1 ' - 0 " 2 U . N. O. ON PLAN 2'- 0� S3 S3 S3 SCALE : 3/4" = 1 ' - 0 ° 1�_ SCALE : 3/4" = 1 ' - 0" � � S3 �J� JOB #0501 - 01 > _ , „ NORTH rXY u C��. �� UPPER FLOOR FRAMING PLAN SCALE : 1 4 � , - o � :_� PLAN NOTES: `�Y��`Yi91' <� � � � ; 1 . INTERIOR WOOD STUD BEARING WAL�S ARE INDICATED ON PLAN THUS: 0 � � °�u�'� - ���, .. . . . , � I II 2. POSTS BEtOW ARE INDICATED: NON -CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � ' C`�,�.. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � m � 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 , SPAN RATING 24 O. C. EXCEPT � GARAGE FLOORS. - � II I AT GARAGES USE 1 1 /8" TONGUE AND GROOVE APA STURDIFLOOR, EXP. i , SPAN RATING 48 O. C. 4. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED) . c � � 01 U N � 5. " O �� INDICATES CONNECTION TYPE - REF. St FOR SCHEDULE. ; N o 0 � 6. ALL FLOOR JOISTS ARE 11 7/8° TJI210 � 16" O. C. , TYPICAL, UNLESS NOTED OTHERWISE. � � U � ¢ o � � II I I I Z � � c� rnrn II ��— —�-�- � � z Z � � � _�' o Ul � � � a� o� F w .... Z rn ° ' � � � oa ' � Q '� o � r� � � J I � � aD � ��. I � C ; Z O� � o ' � __ �� � � cV � M ^ � � - i I � I � �orn � ai � � � ° °� m m 7 I � I U 0 � � � Ili � � 7 m r.r. I I � � O J � Q � d � vv ( I I I OVERFRAME w/ - I� 6's � 16" O. C. ;: k DER 3/4" �+�.` � CD +�O �+ +�O +`O +�O +�O � '`�.p '�j. 1 1 /4x11 7/8 LSL RIM � � � �o PL� 0 I + + i +`° i�' c� +�` �� i� i�' i�' 3 �?� �. FLOOR PERIMETER �`L �`1� �`1- ��, S6 S6 � `t',/� `�, `�, `, � 9eo`r�,o INDICATED THUS, TYP. �2 \ T10o3 4 1 PLYWD. �" �, � L�, :: `� ` ) 2X6 I W12x72 � _� X _ _ _ _ � ?- (4) - 1 3�4x14 LVL - - - -� - - � 12 ' - 1 �8) � YP. - - - - - - - � 11 7 � VL " +� � �- - - - - - - - �: . � � �,.: , - - - - , - - - - - - - ,�. 1 14 0 7�, Q� YP . � i � � , I I ; S6 1 �4 14 VL 16 0. . S `L I � �k4 '� � � _ �� — I I I � � � � II � + i � . 1 1 % r � � I I I o � + � � � Q i � ��i�, � � � �1��L� J�� � �`l.+ �` � � +6, � „ N � � i' , . / 1 3�4 14" VL � 16 ' 0. C. � � & PL �0 DM� PAR PA RA ING � � 2�' L � \ � � �: i ���� E � �. L � '�, �"6 � �� � R T�'P. � /�Z�� �X �� . � � ��. � � � 4' NOM NAL CON . S AB N � � ' ' � + � 4 1 x � 1 1 3 4x � � � / 11 7 8 L �1 ) 1_3/4x11 7/8 L_ I I 1-3 4 , I j � 1 - 1 �3 x � � � I � Z - 1 - _ � � ) xt 7/8 14 VL J �� 48' 0. AT GA AGE REI FO CE I " 11 7 L 1 1 ,3 4x11 7 L 1 1 3 I � S EP T. O. g yp � TEP T. O. I � S� B w 6x - W . 4x 1 . 4 WF � P YW i 0 C YP. j BQ YP. BQ YP. I � LY � 1= TH OU OU . P OVI E 1 " DE S WN I +�O � � I � � � " N MIN L C NC. SLA O OR TO ED ON ROL J01 TS T ,1 I � I I S P\ T' ' ATE PR F EM AN �N 1 1 8" � I �O 114' - P� ��i 'I G LY OD AP SP N ATI `%�1 15' 0 AXI IM PAC G + � m 12 - 3 4 �g I / � 114 9 � � ' � \ T. . P ! L _ . C. T G RA E. INF RC � w x6 W1 . W1 . VN T.O PL WD . T. 0 PL � � 6 1 1 I3 4x11 � ic i � � - � RO GH UT. RO DE ° D EP AW 12x 2 � � • I S6 _ 7/ Ly/L IM � � R T OLE C NTR L J IST AT M i • � I � 12 ' - 1 1 8 I ' , I 1 '- MA IMI SP CIN 0 � � RQ YP . � � 5 6 � ��; M CONT. 2x12 LEDGER w/ � � ,�' I 3 x1 'LV � 1 "0. . � I � 56 � I I I � �� " (z) Rows s/a"�Xs" 'a X I I ,y+�O I "'' �,+�0 EXP . ANCH 's � 24" � BM A � T. O, PLY D . � � N � o � �, I � t ' �, 2) 1 7 8" JI21 I O. C. (STAGGERED) QB YP. � � PKT. ' E YP. � N . � � i I � ` I i - O I 3 I � - � X- � � � 6�� �.0 B YP. I 1 3 4x1 L � 16" .C. � I ( 1 -01 � /4 11 ��1L8 LVL _ ` '' I � I � � �� � BQ YP . LQ � r � � � ��� 4 r � CRAW PR 6 LS CE , , ^ 12 ' - 1 1 120 - 7 S6 ACCESS PER 120 - 5 � S6 4 T. . P WD. � - S6 � T. O. P� D . ARCH . T. O. SLAB � � O QB YP . QC YP I 06 TYP. CRIPPLE WALL � � � � , � � 1 1 /4x17 7/8 LSL RIM Q Q R E YP. � R YP. I TO UPPER 0 O O O � FLOOR PERIMETER � �y ��II + F R � � � L00 I `�,�`ti I i INDICATED THUS, TYP. I I I�I � � ►�-•1 � / I I I CONT. 2x8 RIM I I � � I � �� � � � CONT. (2)- 1 3/4x14 LVL i ' ( 2 ) - 2x8 CANT. � i 4 1 20' - 4 1 4 LEDGER w� ( 2)- ROWS 1 I �� 16 " O. C. UNDER T. O. SLAB 5�8"0x10" EXP. ANCH 's WINDOW BAY 4 120'- 4 S3 W O � 12" O.C. (STAGGERED ) � � � S3 T. O. SLAB � � � � � � � � 3 ��� �V I � � '' � � � � � � S2 �\ � � � � � � � '� � � � � // � i � �✓ I I � � �� �� I i � i - � - � , - � ; WATERPROOFING PER ARCH 2x DECKING PER ARCH . RIPPED 2x SLEEPERS CONT. 1 1 /4xt1 7/8 LSL RIM CONT. 2x12 LEDGER w/ ( 2) 5/8° PLYWOOD 1 1 /2" CONC. TOPPING ROWS 10d NAILS � 8" O. C. f _ _ (STAGGERED ) & 3/8"�x4" (109'- 5 AT "SIM ") — - 109� -� LAGS � 32" O. C. 109'- 6 T. O. PLYWD. ° T. O. DECKING a WATERPROOFING 1 1 /2" CONC. TOPPING PER ARCH 12� �4 ° —� 1 1 /2" CONC. TOPPWG 2x DECKING PER ARCH . a (VARIES � S1M ) p0 TYP . 109 -9 '� o TJI BLKG. PANELS � 24" IN CONT. 1 1 /4x11 7 8 LSL RIM ° T. O. PLYWD. � FIRST TWO JOIST SPACES w / � RIPPED 2x12 � 16" O.C. 11 7/S" I - JOISTS PER PLAN (JOISTS PERP . � ( 5) 8d NAILS INTO EA. 1 1 /2" CONC. TOPPING 5/8" PLYWOOD TO WALL � SIM . ) ° ' g TYP. RIIPPED 2x10 � ° PANEL, TYP. 109'- 9 - � — RIPPED 2x SLEEPERS � 16" O. C. FULL- HGT. I -JUIST ° ° — — — — — — 109'- 9 � a ' d T. O. PLYWD. 109'- 5 ,� BLKG. PANELS � 48" 8" CONC. WALL w/ #5 �i T. O. PLYWD. T. O. DECKING CONT. 2x10 LEDGER w/ ( 2) w/ (5) Sd NAILS TO � 16" O.C. EA. WAY a ; 1 /4 12 ROWS 10d NAILS � 8" O. C. EA. PANEL, TYP. 11 7/8" TJI 210 � 16 " O. C. m (STAGGERED) & 3/8"�x4" � DQ TYP. LAGS � 32" O. C. 2x6 STUD WALL w/ CONT. 2x12 LEDGER w/ ( 2) " n QD TYP. ( 4)- 2x10 BEAM 1 /2" PLYWD. OR ROWS 5/8" �x6" EXP . ANCH � �'� °� OSB 24" O. C. (STAGGERED) oa 11 7/8" TJI210 i� . � 16" O. C. II II � � 6 SCALE : 3 4" _ � ' - 0�� 4 SCALE : 3 4" = 1 ' - 0" 11 7/8" TJI 210 PER PLAN designed by �� AH `* S4 S4 CONC. WALL PER PLAN CONT. 2x12 LEDGER STR (2)- 3/4° 0x10" LAGS G EA. SIDE OF EA. WATERPROOFING PER ARCH w/ ( 2)- 16d DRIVE drawn by w/ OVERSIZED 1 " INSET 6x8 POST TOP & BOL ° PINS (�D 15 " o. c. checked by WASHERS TO Sx12 (8 TOTAL) 2x DECKING PER ARCH. 2x6 STUDWALL w 1 2' TJI JOISTS PER PLAN ISSU2d 8x12 (DROPPED) � � 2 SCALE : 3 4" = 1 ' - 0 " EA. END OF BALCONY RIPPED 2x SLEEPERS PLYWD. OR OSB 3" 7" 6 " 2x8 BLKG. EA. BAY S4 6x8 POST Ar ca,Nr. PROGRESS 02 /25 /05 FLAT 5 8 PLYWOOD 1 3/4x11 7/8 CONT. LVL RIM t ) / " i /2"�Xi o" ,a. a. 's � aa" 8x10 BRACE 109 ' - 6 ,� � 1 /2" CONC. TOPPWG O. C. IN CONT TREATED 1 1 /2" CONC. TOPPING PERMIT 03 /11 /05 T.O. DECKING 2x8 R STL. BM . w/ 2x NAILER CONST. COORD. 05 /17/05 � Z �Z� �q — — — — — — — — — — — - 109'-_� °. DRIVE- PINNEID TO TOP FLANGE 12 T. O. PLYWD. Y o, �VL BEAM AA "SIM " . GG TYP. (1 } #Sx4'- 0 CONL 11 7/8° TJI 210 PER PLAN ( 2)- 3/4"0 THRU BOLTS o n � FF TYP. � SIM . HORIZ. CENTERED BEHIND PKT. , TYP . � ° 109 ' - 9 EA. END OF BRACE (2) 8d TOENAILS EA. 108'-6 3 /4 ,� T. O. PLYWD. � � SIDE OF EA. JOIST „ T' � W' 1 " CLR. 109' - 6 3 4 M RIPPED CONT. 2x8 RIM w/ PER ARCH . TYP . B TYP. T. O. STL. BM . (4) 10d NAILS TO EA. I Sx14 BEAM � � i� JOIST I � a � 4" BRG. Sh2et FUL� HT. TJI BLKG. 4 1 /2" MIN . � #6x1 '- 8 DWL. DRIVEN ` T�• RIPPED 2x10 � 16" O. C. INTO 3/4"� HOLES BTNRJ . EA. JOIST � BRG. , TYP . ° ° ° ALL PKT's ARE 5" INTO WALL, TYP. 2x BRG. BLOtCK, TYP. 2x6 �16 " O. C. STUD WALL � NOTE: SEE DETAIL w/ 1 /2" PLYWD. OR OSB 8x8 POST S" CONC. WALL. 2x6 � ^ � � 16" STUD WALL w/ 1 /2" 4/S2 FOR REINF. AT CONC. WALL PER PLAN PLYWD. OR OSB � SIM . CONC. WALL � SCALE: 3 4" = 1 ' - 0 " 5 SCALE : 3 4° = 1 ' - 0" 3 SCALE : 3 4" = 1 ' - O° � SCALE : 3 4° = 1 ' - 0 " S4 S4 S4 S4 JOB #0501 - 01 � 2 (2) - 2x8 LOOKOUTS � SS �\�. Q4", THIS GABLE ONLY � ( 2)- 2x8 LOOKOUTS � � �Ri 4 � r:.��,� 24" O. C. AT THIS . x� �� `� z GABLE ONLY 23199� � ' � �`L+ �`1� SS 6'- 0" MIN . , TYP. � \ i �1 h G 2 "� (3) 3/ x 14 VL _ � - ., '� " �- � r �� � �-��-�,;�� . - ,�+ ,� 55 TYP. v .. , ' " _' ' 6 _ r , . %'� � . J � (2)- 2x6 LOOKOUTS � 24" `` \� L�, '" ' -� " � � AT THIS GAB�E ONLY � 3 --. , -,�:--.,�� .� -v' _ 5 �,_, , �' �,-'-�.:---� "-�� 1 4 9 i /2 L �o �o � CONT. 2x8 STRUCTURAL 2 (2)- 2x6 LOOKOUTS � 24" �. r .� SS �,t � �,t +� ( 1 )- 1 3/4x11 7 /8 LVL RIDGE � � 2x8 RAFTER TAILS / AT THIS EAVE ONLY ��' � TY �J T L 1 �" rn c� N 6 _ SUB-FASCIA, TYP. � �--_ �, r�+ �y+ I SISTERED TO RAFTERS SS 3 � ? I �N . /' ��' i .�- , + �, G• i o 0 (SEE SECT. 3/S5) � � � SS r ," �,1 �' 6 I `L1 -�p ¢ 00 0 0 , /�'+ �' �'+ �' \ j ��r • U � � rn rn l� ``L ^�1 `'L + I TYP . . � ` QN P . • A TYP I ? � w I I - � , r p � x J . C zZ � � � . . p I j NQ TYP . J`' > OO � ` �i N TYP . ki' (� � N � rn o, I N� TYP . � ( 2)- 2x6 LOOKOUTS � 24° ( - 1 3 4 1 7/8 VL � 3� 12 �• � J >> J� 0 �o � w ` • O 3 � .�,T THIS EAVE ONLY `.� ` NQ TYP. � r`� \ � ,� \ � � `L+ Z Q' � � rfi x I \ � � v SS ` .. QA TY . I rOQ T � 1 "c �`�J� � 4 0� 1� R I R � ^ ��LQ �,/ � `�1 3 � � °m � �� 1 3/4x7 1 /4 LVL i � o , � �� � � + � � � � ,�� J � OUTLOOKER FOR 1 0 0 - ro INDI TES xw C ' PLE 6 J� � � 55 "5 OO YP_ S5 � � � � � � �:� � u u � STONE SUPPORT N � 7 3 A T + _ POS � 4' 0 AL G � � ' y �J J ` J � •- / X � 1 r. S6 6' +�7 � "�1 � 1 3 4 �x 1 7 L - - � Z �. `L � `��`iYF� r" OVE RAM MEMB R TO M L � � - � � 6 � N YP. Z - � 3 4x11 7 8 LVL ' OVERFRAME w ° • INDICATES 2x4 CRIPPLE '� SS j �J � �_�`-�� " �, '�, I I MEM ER B OW, P. � � N� TYP o� � �� I DU N N � M ^ ' 2x8 C� 24" O. C., `� POST � 4' - 0 ALONG ' (2) - 1 3/4x5 1 /2 _ X y� � , ,� , - _ �L N ' � � J� QA TYP� � � � co rn `� � � TYP . � O V E R F R A M E M E M B E R T O 2 LVL OUT L O OKER p , M �+�� � I I I - -- � � Y � � Q 7 6, j � m a, a, r �2 n - � MEMBER BELOW, TYP. SS • FOR STONE _ V - TY�. 4 � • • � I A TYP . � " O � m � Q A TYP. k6 � Q IT P. � SUPPORT �- ,� ' ' � - - - - - - � ' I 0 ERFR E w T � I � I I �0 u m c.� � SS I � � � � � (1 )- 1 /4 x 1 7 8 � L '� � 7 ,� o x � - '-' � � . . � ( 1I � 10 @ 4" o � W10 22 Q YP . I ' 2 � \ +�'` Y " oQrn � '� . 00 N a > �..� - - - _ — _ _— _ � � 3 $�-J � tiJ � �`L I I , — — � � - - - - - � - - - - - - 2 - 11 7 8" JI210 � 24" O. C. I J i 3 + � _ 6 ) � 6 - - - - - - - - - A T P . + 6' �% � ,Z��2 i � � I � c� � � �1 - - � O `L < I I I ? SS 5 O � � ��� � - - _ � , Q • J�. I 1 �1 3L4x1 _718 L�- - - - - - I� I 56 I J��+ I � I J . QA S�fP . � x 6 �J G � � � . - - _ - - O� f � I r2 QN TYP. �. QA TYP. � ' � A Y . ry+ J � C. W. - - - - I � J � � �� � '� � - P.+O � . W. � �o +`0 11 /8" TJI2 0 16° O. 0 `� — — — -� , x - - - - -� - - — r �. - - - - — �.� II ,�. � + o ' - - - - - - �y � i � 3 R+�i > � rOO TYP . �\o�+� �+E j � r ,�,Q S5 I L�' GQ � l T g+ .0 57N �+ / \ � � � � � � -F6� � ' � r � � n � M ~' ( — _ _ �— � 7I \�. R.fs z �}6 I � 1 - - - - - - - - �- �C - � -.� �-� C. SS ° � ' ^ 1 1 3 4 1 7 LVL t - 3 4xt 7 8 VL `" 4 � 6 � N - - - - 6= _ - N TYP . � R OO TY . ' � p. _ T . SS � e<,. . .,, . r . .:; � -'. � � � • 7. � I .*6 QA TYP. S � I J\ V V � r � x ,*0 I � � � / + 1 7/ 3 LV i ��2 I I (4� 1 3�4 14 L P� �YP. � ��J � a � :!r- - �'l,l � t�+ 2.r.� N jTYP. �`ti � ' � �o ' � + ' � � i� � � � � 0 I 3 I � 6 � I I `� _ i ; QN TYP + � 6 A � � n � �2�� � R �, ' , � 'i � � ' I I � � -�.�t--,_. $}'C -. � � O �� � �; � � � S6 ,�� ,. SS T i ' �. � ii � ' � � � ^ �+ 0 � Q ' -#- i . .. � � �I� � N TYP. I C,' 6' 1 � � 1 1 NO TYP . �� � � 1 W 0 9 I i � NO TYP. �'� N TYP . I I I ( � 1 - � � � + icv � J p+ ^ i �� Wl O 22 O � I� /i � ! I 4 QA TYP. I I I � J L I � T ' X � T �`r�,1 � BEAM � r � r � ^�1 �o BENT 2x8 K � � r ( J I I ,.� � � .- I I I � I N IT . I � � 7 8 � V L T I � I � v > D - L � - � � I +� I I J ' O '� `ti T T .� CANT. � U � � � � I � QN TYP . O O ' I I �. ; � � � �_ �F � �'L • SLOPED � 1 7 8 J I 2 0 � I `� I 2 - 2x8 � ^ ``1'� � I ' � �Q I SS �II I 16' � � I I ! 1 Ge I \II � I I C. . � i �0�' 0 �L+ `� � +� 55 � A � YP. �o T � � R � = \�+6 I 6 1 1 3 4x 6 I i�" I � �� / 1 1 7/ " T I 2 1 M I I� � i 6 J C. . 1� 1 - 1 4 x L � � � i — i 3 aXi i � s v� r0 v �, � ( ) / se ; ; ^�� � � � � �ti1 1 � T ' + �� � �� r- 1 1 7/ L V L J . � i � 1 6" O. C. I I �I I � �ry 1 1 /8" T J I 2 0 ,. O. C. s � x N X � + U , M W12 19 I i I - ; ' W10 22 I � 3 - 1 4x 1 7 8 L L — � ! ' ; I � \ � � I� III \?+6 `° M I ' QN TYP. I � N� TYP. � � T � NQ T�'P 6 I ` � I I ( 1 ) 1 3 4 I I � C. W. � 4 � � � � � � -� � I J�. (1 ) - 1 3 4x I I I 2 11 8 LVL � � .-. j "� N I L � I I �o I R 2 6 I � �. c� � I A .`�-� 3 V gg � , � .� I J� � N T Y�P. � �,i- � ', -i 1;-r��(8 V L � � � � I I I � S 5 � � I ' , � ' `� n BENT 2x8 , I � � � i , � r ' 2 � � J I � � S5 1 � x ( i � I ! N , � , , � > � � � � "� � BEAM , r J � ? Ii ' '� � N I 1 1 T _ I � A I +� Q � i N TYP. �O YP• ! � 2 J cD � TYP. '�, + 1 )- 1 3 4x11 7 8 LVL - 2 � O D� N TYP . � : I M � ' a -� 0 � � � � � ao �R 0 +6 � )� _ _ , ��J � I ^� N TYP. �, -� 2 00 � ! �5 + � -- . I I � � . � a+ �- � tA , i .� i ,� 6 � QN � NQ TYP . � `° � 1 ° O R+ : n � ,�. --.i -.- � � --. - -� � I ', � ; �,1 r� �,1 Qq �f'Yp , . � I __,ID TY . i � - �� `., � �, z ! , � � � � r\ ` � � i � N 1� , � � ( �� � F'- ' . , �+ �'" a 2x1 I - II� J� :i ; , SS , TYP , QA TYP. 1 A -� d � � �`�J ^ � ' � - - � -OO ''fl'P� � � - - , � NQ TYP. � 1' +'� � I � �2 � O TY�• I - A Y . I I I � I , � I � CA 6 ^ �`L 3 � SS � v i ', 3)- 2x12 � 0 0 , � i II OO YP . � P. 3 2 1 I �Y I ^ iv �'� � `j a � �J x 3 ~ � I �i ' � `� � QN T P . / 1 1 3 4 ' � � i�'+ /�'+ � �. I I a� ^� Q ^ O -� U• � _ � � 6 I W10x33 �, � � CC BENT SS � � 0 , `` °� '� a � �, a � a + g ^ 6 � 0 , i � I I ; XI � ci � �. x � X p N C ,L+ O 6 Qp TYP . � O Y--i � i 7 1 4 L L L i .� eo + 6 �y �1 _ I ,� i 1 �7 I 11 � J d ao 0 00 � - v S� 56 C .W. I x `l' hii �4 R,+�o 6 `g1 QA YP. I � I ``�' Q . � ', A T P. G . ' ' � � � " � x I Q TYP. � N L`ti GQ � � �,1 S6 � � �' ss � � °� � -- `— — 3)_ 2xio �, �. 3 ,- ' � (2) i �� � i_� vl _� � � O ��' II �+ � �' = L� Q TYP. I • I - - - - r '�. �\ 2 S5 ��. r r-' �.0 }0 9.F uD� YP. I CC x � i � I A TYP. s � � O _ � _ ` � O N � � \ . � - - I - �. �. � GJ / '�_/ � Z � Q ' H Z I I �II N � - � W12 58 - 6 0 _ X a i o I � .. . . / ✓` SS � \�G � ro a ci w / r- � ' (2) - 2x6 RAFTER 5 � G Q � I � � I I N T� z D TY� �,+ �- ,�,+ ``L1 "' o � � � � `� � � - '1 - - 'J '� l' _ TAILS SISTEREDRTO TAILS SISTERED TO ,J S5 c� �'L1 I _ I a - � � I I � �/�, RAFTERS THESE `� � � � �,+ �y1 � �- oo � �, RAFTERS THESE EAVES OR GABLES % � 3 ° � a ° ( 2)- 2x8 LOOKOUTS 2 6' �' EAVES ONLY ONLY +� + r � � ���� z � v � � � 24", THIS �� _ _ _� � � 4x8 � 48" O.C. MAX. �, �y � O , . -� 't �' _. .`_ ^. _. %...,_ ..,..___ i i z SIDE OF RIDGE. �,1 Q • � r' a SS 4x10 0o LOW SS ` - - " N OR TH EXT�RIOR HEADERS ARE: � F+i SS CONT. 2x12 SFRUCTUftAL +� +� � �+ � SUB- FASCIA, TYP . 2x8 LOOKOUTS � 24" , TYP. � z � e ~ � � ( 3) - 2x10's W/ ( t ) - 2x6 Q G ¢ Z 5 R O O F FR A M I N G P LA N SCALE : 1 4 " = 1 � - O (1 )- 1 3/4x11 7/8 LVL TRIMMER AND (1 )- 2x6 ~ � � ca.> S5 UN ESS NO ED OT ERWISE � � PLAN NOTES : �d C� � t . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: � � � 2. POSTS BELOW ARE INDICATED: ■ NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP . 1 , SPAN RATING 40/20. 4. " Q " INDICATES CONNECTION TYPE - REF. St FOR SCHEDULE. 5. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 6 . ROOF RAFTERS ARE 11 7/8" TJI 210 � 24" O. C. , TYPICAL UNLESS NOTED OTHERWISE. 7. ALL WEBS ON STEEL ROOF BEAMS SHALL BE SOLI�LY PACKED WITH WOOD. 12 � 7 2x8 OUTLOOKER ( 8) - tOd NAILS - - o � o � e � � � \ ( 4)- 10d NAILS INTO SOLID BLKG. BTNM. EA. LOOKOUT, TYP. LOOKOUTS � BRG. , TYP . 2x8 SCALE : 3 4" = 1 ' - 0" EQ. EQ. ( 4j- 10d NAILS INTO S5 EA. LOOKOUT, TYP. � TYP. 2x DECKWG PER ARCH . 4x8 � 48" O.C. (2) - 3/4"0x5" LPGS iNSET 2x RAFTER TAILS PER PLAN 1 INTO 4x10 BEAM 2x STRUCTURAL JAH //6x1 '- 3" DRIVEN INTO 3/4"0 HOI ES (2) - 10d TOENAILS EA. SIDE GONT. PLYWD. //, �� � 5�16�fi9�C�,-�TYP. DRYh'ALL NAILER designed by EA. RAFTER AT EA. END, TYP . WEB BLKG. BEHI�D 11 7/8" I - JOISTS f�✓ 2x8 LOOKOUTS AS REQ'D, TvP. drawn by STR Sx12 BEAM RAFTER TAILS ( 2) - 11 7/8 I - JOISTS :� � 24" O. C. , TYP. � checked by AT "SIM � ( ( Z)- 2x LOOKOUTS `� it 7/8" I - JOISTS PER PLAN ` AT "SIM "� ,, _ J � ISSU2d 12 4x10 BEAM 5 S" ROOF SHEATHING FQ �2x6 STUDS � 16" W/ � � � i /2" PLYWD. OR osa PROGRESS 02 / 25 /05 � PER PLAN � Z #6x1 '- 10" DRIVEN INTO 3/4"m HOLES � C 2 SHEATHING SCALE: 3 /4" = 1 ' - 0 " PERMIT 03 /11 /05 � 8x8 POST FQ s5 CONST. COORD . OS /17 /05 u #fix1 ' - 10" DRIVEN INTO 3/4"� HOLES RIDGE BM . PER PLAN CONT. PLYWD. ��� . SOLID PACK WEB OF ALL ROOF - - - - , .i� PLYWD . WEB STIFFENER WEB BLKG. BEHIND /�����i����� 2x BLKG. BTWN . STL. BEAMS, TYP . � AS REQ'D PER MANUFACTURER RAFTER TAILS �ii��� W- BEAM PER PLAN I I 2x CONT. SUB - FASCIA i � RAFTERS � BRG , TYP . w/ 2x NAILER 12 � �N TY . � TOPTFLANGED TO SOLID- PACK WEBS OF TJI 's AT HANGERS, TYP. I I II � � QN TYP. O "SIM 11 7/8" I - JOISTS O � 5/8" ROOF I � � 8x12 BEAM II PER PLAN � SHEATHING PER PLAN a 2 ROWS tOd NAILS � 6" O. C. � TYP ' 12 sheet Sx8 POST �j� � � U `� PER ARCH . 7 4x10 BOT. CHORD � 8x12 BEAM � � 2x STRUCTURAL 11 7/8" I - JOISTS 2x6 STUDS � 16" W/ � 8x8 POST 11 7/8" I - JOIST SHEA HINGD . OR OSB 2x RAFTER TAILSSPER PLANA �P PER PLAN � � 8x8 POST RAFTERS PER PLAN ' - 1 ' - 0 " 3 SCALE : 3/4" = 1 ' - 0 " � SCALE : 3/4" = 1 ' - 0 " SCALE : 3/4" = 1 ' - 0° 4 SCALE : 3 4' - SS SS SS SS JOB #0501 - 01 'r.v � � =; � � -"'� �c � � - L'v 4 � �l,r•'�. �.. . 1 ,'.at'A � . .s/C''. l_ `J. � TS 3x3x1 /4 , ''r �� �' BREAK 2x 23yg \ NAILER AT TS R 7/SxBM . WIDTHxO'- 9 BRG. LOCATION W/ ( 4)- 3/4"� �'.� �' THRU - BOLTS \\, � `` �,. c � � U � 1 /4" FUL�- HT. 'N o 0 W� 2X�2 STIFFENER EA. � z ro � � SIDE Z � 3 o a°o °m _ � w rnrn 10 SCALE : 3 4" = 1 ' - 0" c zZr, r� S6 (� � �j O rn rn � � W �� II Z C � � O Q ' � � 00 J �� J y � � 2' - 3" 4'- 0" MIN . 2' - 3" Z �rn I c O � N � � n U W12x72 w/ 1 /4° -v � � � � � F'� 7/BxBM . WIDTHxO' -6 1 /2 " � � � °' a' END R EA. END �\\' "' �'' ' � ']' o � � m w/ ( 2)- 3/4"�+ THRU -BOLTS � � m TS 3x3x1 /4 ,�. "� � ^^ a. JOX :c X �j��� � I f11 a > v� � Q 9 SCALE : 3/4" = 1 ' - 0" � S6 �o � � .� a � � � TS 4x4x5/16 I f'� 3/4x5x0' - 10 1 /2 0 , w/ (2)- 5/8"�x4" I . , -x- „-. �- y ;;` •� � t � �,��.: Z� J+ LAGS TO TOP f� o' '� �' <'� �>w ����o a < ����1�,,�� I ,��,, CONT. (2)- 2x6 f'� ��� r,:�. , �a,� � _ . .. ; . �?h���< ( 5) - 1 3/4x5 1 /2 �VL � '� I � $ SCALE: 3 4" = 1 ' - 0" a 2 � � ' S- I S6 � � � y. GRAVEL FILL AND FILTER FABRIC � Z� PER SOILS ENGINEER FOR DRAINAGE SEE ARCH . FOR STAIR NOTES• RISE AND RUN TYP. ° 1 . BOULDERS ARE TO BE 1 ' -6 TO � � a . 4'- 0 IN DIMENSION AND S ALL � BE OF ANGULAR SHAPES �NOT ROUND ) e ° O 2 NTERLOCKUBOTHS VSERTICALLY • , � y�\�\\��\��\y ° •_ p AND HORIZONTALLY. � #3' s � 12" EA. WAY 3. DIMENSIONS SHOWN ARE APPROX. � � a . BUT THE TOTAL HEIGHT O� THE � J/3 CONT. tN EA. < . , WA�L MAY NOT EXCEED 9 - 0 AND THE SLOPE MAY NOT BE STEEPER NOSING ° THAN 2: 1 • � 6'' 4. BACKFILL AND BASE SOILS SHALL a a � 1 '-6" MIN . BE VERIFIED BY SOILS ENGINEER • a ? EA. BOULDER DURING CONSTRUCTION OF WALL. � � � a° . TYP. � � r`1 . , - � � 3 TYPICAL BOULDER RETAINING WALL DOUBLE TIE2 SCALE : 3 a�� = i � — o° � Q a , ss a � � O ° ' � O Q 2 ' `p" "r����% 2x6 STUDS � 16 ° O. C. W/ � i 4„ � ��y ° 1 /2° PLYWD . OR OSB � 1 /2" � x 10" A. B. ' s � 48" O. C. � F�-1 SHEATHING IN CONT. TREATED 2x6 f� � SCALE : 3 4" = 1 ' - 0" PER PLAN 4" � � � S6 T. O. W. (EXT. ) r_, O � 1-�I 1 /4" END �? AT "SIM ° #4 x CONT. HORIZ. � O � l Q 1 2" EXP . MAT'L, TYP. r_ � R 1 /2"x5 1 /2"xBM . � � � I+i � SLOPE WIDTH WELDED FOR BM . AT "SIM" BRG. AT "SIM" � 4" CONC. SLAB PER PLAN � � 99_6 � L� � #4's x 4' - 4 T. O. S� � � � VERT. � 16" O. C. 8 T. O. W. QNT. ) -0 � � �i�i��i����� ip\i��:°? � STONE VENEER r� � STL. BM . PER PLAN J PER ARCH . i,i � CONT. L 4x4x5/16 W �� �- #5 CONT. HORIZ. � MID - HT. (2)- 1 /2" 0 x 3" LAGS 5/S" � x 4" EXP . ANt;H. 's � 24" O. C. < � 4�� #5 DWLS x I ° BUILT- UP STUD COL CONT. #4's HORIZ. � � 48" O. C. L 16" O. C. g" PER PLAN <. 8 (2)- #5' s CONT. HORIZ. � TOP & 80T. 6 SCALE : 3 /4" = 1 ' - 0" PER PLAN W10x19 w/ S6 T. O. F. <, 1 /4" END ft ao < I Typ2 '� � 2 CONC. TOPPWG PER PLAN d � � NOTE: NOTCHING OF LVL's PERIMETER DRAIN PER IS � ALLOWED WATERPROOF PER ARCH. SOILS ENGINEER 4 $� 4 1 1 8" PLY . PER PLAN i � � � � _ . 1 ' - 4" U . N . O. � I ° ° ° ° ° 120'- 3 3 4 ON PLAN F�' 1 /2xBM. WIDTHx1 '- 0 � � T. O. PLYWD . w/ (4) 3/4"� BOLTS 2 SCALE: 3/4° = 1 ' - 0 " i S6 � � � QR TYP . : : QR TYP . 3/16" � � TS 4x4x5/76 1 3/4x14 LVL � 16" O. C. W12x72 w/ CONT. 2x NAILER SHOT- PINNED TO (6)- #6 VERT � TOP FLANGE SOLID PACK WEBS EA. COUNTERFORT END � SIDE, TYP. ( INCLUDING � a BRG. F� 5/8xBM . WIDTHxO'- 7 "SIM " CONDITION ) � o W/ ( 2)- i /aXsXo' - � sioE R's " ~ 1 /4" TYP. W� � 1 ) 3/4"0 THRU -BOLT 5 `� ( 2)- #5 CONT. HORIZ. SCALE : 3 4" = 1 ' - 0" , TOP & BOT. OF WALL � S6 00 '. � • d° PER PLAN ( 3) - 1 3/�ix14 LVL TS 4x4x5/16 � 3' - 0 T � W� designed by JAH 2 " CLR. 2" CLR. PE� #5 DWL's x ° � drawn by STR WATERPROOF MEMBRANE TYP. TYP. 12 � � SCALE: 3 4" = 1 ' - 0 " PER ARCH T O. W. I"ITT — 1 ° - � is " o. c. � checked by � S6 2'-3 Z�_ 3 #5 CONT. HURIZ. � 16" O. C. � � ' issued #4 x � M � 16" O. C. #4 x j� � � 16" O. C. — #5 VERTS. � 16 " O. C. II I I a PROGRESS 02 /25 /05 � SLOPE AT `V � � °siM" � i /s" PLYWD. �6" o.c�Z � I I I I � #sX L �w�'s � i2" o. c. � PERMIT 03 /11 /05 (720' -5 AT SIM ) SLOPE SLOPE 120'- 8 (120' - 2 AT SIM ) � CONT. 2x4 KEY � CONST. COORD . 05 /17 /0� YP' 10" CONC. = a o a ° a a 120'-3 3 4 (6) - #6x � DWL's f}j �{ �}— y CENTERED IN WALL � WALL ° a a T. O. P� � II � I � � � I � 1 /2" EXP. MATL, TYP. � (119'- 9 1 /4 AT SIM ) I � I � I ) I � TS 3x3x1 /4 � c a ° ° 4" SLAB- ON - GRADE W12x35 w 1 4" END a � � R � 119� _ � � � PER PLAN , � � � � � � � � I PER PLAN v °ji�%�ii���i�� QE TYP. T 0 W v I � I � I � I � _ I � � 99'- 6 % % N 11111UL _ r. o. s. o. c. W12x30 w/ 1 /4" i� `/p� a 99'- 2 e END f� � �'�� T. O. F. < e a . . e e e. . . . Q . Q . 1 3/4x14 LV� t� 5 � 16" O. C. NOTE: FOR STRUCT. SLAB AND a � aa m . a a e a . SlleSt WALL REINF. , SEE DTL. 3/S2 a < 7 SxBM. WIDTHxO' - 9 1 2 < a 16" O. C. o � � Q n a a ,a a �RANSV. � TOP R / / N = p #s � is" o. c. w/ (2) - 3/4"0 BOLTS 1 �2"0x10�� A. B. � 48" "� ° ^ < e ° LONGIT. � TOP 1 /4" TYP. ° ^ < O. C. THRU TREATED o a " < � , . < , a 9 I � a CONT 4x4 F�? a ° � � TS 3x3x1 /4 I 10" 3" CLR. #5 � 16" O. C. a � � 12" O. C. LONGIT. AT BOT. T�' TRANSV. AT BOT. ( #5 � 16 " O. C. AT DTL. " 1A" ) 11 SCALE : 3 /4" = 1 ' - 0 " 4 SCALE : 3 4" = 1 ' - 0" 1 lA SCALE: 3/4" = 1 ' - 0 " 56 S6 ss ss JOB #0501 - 01 � � �, ,� � ' II I I � � � � � r ��'� � � � � � � -� � � � I � ' � � I I I � I I � � � � ; � � � - - I I I I � � � - - - - - - - � � - - - - � I � ' �� �� � - - - - - I - - � � I I I I � � I I � r �f I � � � � I I � � - - - - - - - - - - - - � I I I I I � rI ��p00 R f ��s � � I Vp�:�P�Y R M�.' , v i � i i i i � �I i i i i i � :� �,� G I I � I I � � — — — — � � — — — — � : Y 2379g � -e . . � I I � � � � I I — — I �O,n •• • �- s.�� �� I n � �� \ I - - - - - - - s � ` . ` � \ � DWL (N ) CONC. WALLS TO � f I � � � _ _ _ _ � � _ _ � ��� ` I I I I I I � � — — � I � E) W� #5 DWLS. x 24., — � I — I � � � I EPDXIED INTO 3/4" 0x4" I I I I I I L HOLES � 12" O. C. AND ( 2) I � � � I n I I � � DWLS. IN FTG. , TYP . � _ I - - - - -� � — � � — � I I � ~ � � U N N � O � �1 � � � �� � � � — � I I II � - - � � � — I � , � � � -� QO � o] I I I I I �� � ;� � � I � - - - - - � - - - � $�- 6 �� I 2� - � Z -� zz � � � � _ � �J � I- � � - - - - � I � � _ � � '� � ^ � � � � N � � � � � w �� � � M X / I Z - O n I I I Q L mJ � � I — \ � — — — — I I g '� N � � � R19 '- 7" � I I � � � � 3 � o I � I rn \ / I � � � � N � n - , ., I �; ; I I ; � SZ- ^ � I 5�- , �� � — ° - - - - - ' - - - - - - - — � � � � � R6 • � j � � � � 4 U _ � � "�� �i � � � � � �4 � � � � � • � X � T. O. W. = 721 '- 10 1 �2 O � � °' � �� � ` � S2—A 0 i ��� �_ I I \ I I I � '� T. O. F. = 99 '- 2 , � 3 rn rn � � rL � „ xp � v T. O. W. = 121 '- 8 T. O. W. = 117'- 9 � � a 3' - 5° �) , � ; � � o v rn rn m � /� � � JO X R42'- p" T. O. F. = 111 '- 0 � Q �T. O. F. = 111 '- 0 � � — — — — — — � — � � � T. O. W. = 115'-6 � � " � � � � m a > °' � � � � � � �0 � _ � T. 0_ F. = 99'- 2 � STEP / � � �0 � �, � �.,p�,�. � � � � � � w T. O. F. /g � � T. O. W. = 123'- 4 1 �2 � \, `6, / � T.O. F. = 99 ' - 2 i � � 3 - S _ 5 � ' � � � � ��•. � a / T. O. W. = 122' - 2 S2- A � �� � ,� i / '� _4 '" - � �, o � ` � T. O. W. = 124'- 0 T. O. F. = 111 '- 0 � - A � � , �, 4,� � V/��'�, _ I � � � � � o ;� � � ,Z 1 I � ,:� � T. O. W. SLOPES f � T. O. F. = 111 ' -0 \ � " \ � .�0 � � S EP � I � ` � 5 � ' i R � �� � T O. F. � � 1 � .- � � � S2- A �V� � ��� T. O. W. = SLOPES �� � ' � � � � 6 � � / TYP � � T. O. F. = 109 '- 0 �8\ � j �i � � / �^ T. O. W. = 123'- 2 \ � _ � � � � -� � T. O. W. = 123' - 4 1 �2 5 _ � � -� � � TA. F. = 111 '-0 6 - 4 T. O. F_ = 111 '- 0 � � T. O. W. = 123' - 2 �V - � n � � 3 � T. O. F. = 111 ' - 0 \ S2- q � T. O. W. = 121 '- 10 1 /2 I M � T. 0. F. = 11114 OS T.O. F. = 111 ' - 0 I I S2- A T. O. W. = 121 ' - 8 � g^ � T. O. F. = 111 '- 0 �T. O. W. = 123' - 0 T. O. F. = 117' - 0 � 2 _ 2 2 - 2 . �6 i � �� � ��� � / � — � ; ' 24 . ,n 24' - 4 1 /4° o� ;' / _ �: ' \\ I / � � ......�� N �� � A � � �\ � f� 7. O. W. = 124'-0 �� � � � o � �� �� � � 5 � /z" T. O. F. = 117'- 0 / ',� � � � \ \ . � � (n I— � � = / � � � \ s.• s�M `9- \ � � � � 2 � � V f � � ��I I � 2 � � � S2- A � � � / � �L O � I sz - A � I / w, ^ \ � NORTH O Q \ _ ! � I � _ _ _ _ � _ _ _ _ _ -� � \, �' SI TE WALL FOU N DATI ON PLAN S � A � E : � 8 �° _ � ° - o �� � � � I R24 ", `� PLAN NOTES � � O - � S �/8 ,. _ o — i �— - - - - � 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � � `� T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING r, O I -� y � `� - - I 2. TOP OF F40TING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING � u � CONDITIONS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED . � �yl ^ I � 3. STEPS IN TOP OF CONCRETE WALL INDICATED : � � O ,� 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION � WALLS UNLESS NOTED OTHERWISE. � � 5. DO NOT SCALE DRAW4NGS. � rt � � �. �L i � ✓ / � �,�PR+�''" ^ �. .� k� ' Community Cc ' u C _ ; . hd Buildin� Snfety G Ir._ ��°,T ��i' �fi�. .. ' 6ect;-.� ' " -..'.3. Udform BotWl� Cod4 VclWib o[ Per...:�. T'�. . :c or F"' . - : r. permi[ or epp[Owl Of plane. sPmLrations c^.:1 c-- - . .zs chyl r _.-:rlued �o be a pcmit ta4 ot m apP�val of. r°y .' � >f PER PLAN� �nY � : !.:ic:,sorthiscodeaofm7 � ordinanceort'xj�� - � �n. 121 — 1 � 1 �2 � Perr. . 'g to givc amhodtll0 Yioletn w canal the provi_�. : ��.s 121 '- 8 ,� Thc P T. �. W. � .._.ces o( the Jurisdiaioo shell nu be valid. • � � T. O. W. - :r:nit bucd on lans. Nxifications and c:''.. . I • • T. O. W. - � �� c:f.ci� from �trcmaIIu tequiring thc �. � -�i p0'. e- : _ _:c-ticns und othu data, or from prcv... �. I c: u:mui�.r ciF..� in via'.-_ic� rf �.� �' a ° DWL (N ) CONC. WALLS TO ( E) w/ - �__ : ci i-.i: j:.ns2:r,:n. � � Z c� ob #5 DWLS. x 24" EPDXIED INTO � _ -�S - � � � oATE_ S -. � �'���Q�°�'���° li.i � u,w: Y/ / /j � 3/4"�x4" HOLES � 12" O. C. AND • cO . �o�o��` �'%�� ( 2) DWLS. IN FTG. , TYP. r�i +' - . a .!' � � _ � ' � e� ,-;� � , :I � ���, � ,�.,.a '� JI �� �:��i?� .. . � � � - . � Q � .,,�� � ,o,,, . � ,,, � �. 123'- 0 AT "SIM ' . J, PER PLAN O L N � � � 124'- 0 � � � �� - #5's � 12'� EA. WAY • � '%U�i �i r O � T. O. W. • • �o�!�/� � �,� � � cN I� i � � �,��j������ i ii/�%%i/ G�Y _ . T. O. W. • • �����'� �� �.,.. � �. . � ` �`o�i;; ��<,�! � O � ipii�i ���� 4�. 4�. � �� � ... � � � Q � , ' \ i°o\ \n � � ° o �;°� � #5' s VERT. � 16 ' O. C. � � # �� � ' #5' s VERT. � 16' O. C. ` #5's VERT. � 16" O. C. # � 5' s VERT. � 16 " O. C. . I � ` i 5's VERT. � 12° O.C. • , ° � � � ' � - � � - J 0 _ � � 4,� 4„ a � Q � ° `� 0 4,� 4„ a N � � ' ° � #5's CONT. HORIZ. � 16 " O.C. a c � ° - #5' s CONT. HORIZ. � 16 " o. c. JAH � � � designed by � \ }� 115�- 6 4�. 4° N o \ 4„ 4„ �' T. o. w. a �, drawn by STR � � #5' s CONT. HORIZ. � 16 " O. C. + . � - #5s CONT. HORIZ. � 16 " O. C. ° � #5 DWLS x � checked by N �- #5' s CONT. HORIZ. � 16 " O. C. #5 DWI�S x ' • j � 8" O. C. r> °a �O��i i � 0���� �� � a � 8" �I. G #5� s CONT. HORIZ.— �p��ii�o���i�,�` o�%\�o�o�� ' ��i�i�ii :� / 1 ' - 11 ISSU2d � � �`ii��i�`i�`ii°i � • 1 '- 11 � 16�� O . C. ' \%o��! b; \/:\i 00 ���\�6\, a 2�� CLR. ,� %%%<;� � , ;�. � #s �w�s X � ���� PROGRESS 02 /25 /05 � #5 DWLS x i ���;��j � a 2�� CLR. i� °,, � O � � ;.� �� �� ° '� � 8" O. C. #5's TRANSV. � 16" O. C. J � 8�� �. C. % i n '. � PERMIT 03 /11 /OS Q '=: �'�. °D 2' - 6 �.��i #5's TRANSV. � 16" O. C. � • � � 1 ' - 0 0 � n �����':"�' ° - � � 2" aR. � ( �)- #s's coNT. HoRiz� , . ; CONST. COORD. 05 17 05 'O ' '' � ; #5's CONT. LONGIT. � 16" O. C. � �� , �e 2° CLR. o ih TOP & BOT. o ,�; � (2)- #5's CONT. HORIZ. ,°� ° #5' s TRANSV. p 16 " O.C. � TOP & BOT. � � #5's CONT. LONGIT. � 16° O. C. #5 DWLS x _ i / REVISED 04 28 06 � 48" O. C. `� #5' s TRANSV. � 16" O. C. o � (2) - #5' s CONT. HORIZ , a � TOP & BOT. #5' s CONT. LONGIT. % � PERIMETER DRAIN PER t7 o TOP & BOT. —�\ y 6 � 2 - 5's CONT. � 16 " O. C. a ' c� � SOILS ENGINEER Z I (2) - #S's CONT. HORIZ �, � #5's CONT. LONGIT. � ' � PERIMETER DRAIN PER � M a � ) # #5's CONT. LONGIT. � _ � � TOP & BOT. \ � ' #5' s CONT. LONGIT. � 16 " O. C. � 16" O. C. i1 c� SOILS ENGINEER #5 DWLS x _ � - HORIZ TOP & BOT. • � / p 16" O. C. TOP & BOT. L c.i 111 ' - 0 • a p • N � PERIMETER DRAIN PER � 16 ° O. C. `n T. O. F. �� ` � � � 117' -0 � • � �' SOILS ENGWEER �� � - � � , ., � � �n 5's CONT. LONGIT. � 16" O. C. �� ` � � PERIMETER DRAIN PER � p ' ° , � / J PERIMETER DRAIN PER o a , � # � T. O. F. a a ( 108'- 0 AT SIM ) ^ � • ° / a � c� �SOILS ENGINEER I i I ° � I '�' °� � � � SOILS ENGINEER o I I o . o gg _ 2 � � , - � i � � 111 '- � • • N �. . I � � � ' �' -� T. O.F. °a � ' � 99 ' - 2 ° � � ^ � � � - Sh2et � d � � I ° T. 0. F. a a Obr ` _ o „m ;� T. 0. F. i� � � � � o - � � `� , � � c� � o ° � ° � � ; � � a � � � � � ° � _ � � I a� � _ � � � � � � � - . , �— �„ a„ ,,_ ,,, W 4 � U ` � � � � � � /�\\ _ 1 ._ �,. 8., � ._�.. 8., 8„ $., G o a — e // \\\\\\ ' ' I'7 .� a d . . � � L 2l 2� _ 2„ 8�� Z,_ 2�� 3'- 10,� Q � � � 3'- tOn 2,_ 0,. 4,� $., 2._ 3„ 8., 1 ' - 11 " � � � , S - 1 O o I , 5'_ p" q � , 5 SCALE : 3 /4,• N ,.� I 3 SCALE : ' 3 /4' = 1 ' - 0 ' = 1 ' - 0 ° SCALE: 3 /4° = 1 ' - 0" 2_ � � SCALE : 3 /4" - 1 ' - O" 2 SCALE : 3 /4 " = 1 ' - 0 " 2_ 2- i 2- 2- U J # 1 — 1 r_ 3 �