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'y -� ; f- ,.. - �:.7 I� �. . , O •�,� 1 -� � :� � �� p q "" . , -� v � .: � �'s� -°- r � � � 4 , �,-- � ;,_� r�pST OPFICE BOX 57 � m FritzlenPierceBriner �� �°�°�DOB1�° � N W 303 � 76 63 � 2 TEL LO P E R R ES I D E N C E 303476490t FAX O � ARCHITECTURE PLANNING INTERIORS KIICFPRITiILNNILOlA (� �naw vrc�ce axiHen ISSUE 3 AUGUST 1993 PERMIT ISSUE , aaCKFlLL � �- 2 x , �oM K� GENERAL NOTES � DISCONTINUE WMF AT JOIM 1 . A . THESE NOTES SHALL SERVE AS THE PROJECT SPEC1fICATIONS FOR THE I . PLACE 2-#5 ( 1 EACH FACE ) NITH 2 ' - 0 ' PR�JECTION AROUND OPENINGS IN 10 . TIMBER REVISIONS � x x M- x x-x-z STRUCTURAL PORTION �F THE MORK , CONCRETE . 1 '-0' A . ALL TIMBER PRODl1CTS SHALL BE IN ACCORDANCE WITH THE NATIONAL F�REST µ x � INSIDE FACE � B , ARCHITECT ' S APPROVAL Ml1ST BE SECURED fOR ALL SUBSTITUTIONS , J . PROVIDE SLEEVES F�R ALL P1PES PLACED THROUGH CONCRETE IIALLS AND PR�DUCTS ASSOCIATI�N , NATIONAL DESIGN SPECIFICATION , LATEST EDITION , � Is � SLABS . IANN WPll HORIZONTAL � '-� � '-� C . CHECK ALL DIMENSI�NS �N STRUCTURAL ➢RAMINGS AGAINST ARCHITECTURAL B . ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE / REINFORCING - TYP. �� � DRAIIINGS . K , NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRANINGS SHALL CONTENT OF t9% , BE PERMITTED UNLESS THE ARCHITECT ' S AND STRUCTURAL ENGINEER ' S 4�-� ➢ , VERIFY OPENINGS THROUGH FL��RS , R�OFS AN➢ HALLS HITH ARCHITECTURAL , APPROVAL IS SECURED PRI �R TO THE PLACEMENT �F REINFORCING STEEL . C . FRAMING LUMBER � DRY , HEM-FIR IN THE FOLL�WING GRADES f4 X,� �UISIDE FACE 1/Y DWA z 3'-0' SMOOTH DOwEL MECHANICAL , CIVIL AND ELECTRICAL REQUIREMENTS . 1 . ) GENERAL FRAMING � STANDAR➢ AND BETTER OR STUD . � 0 3'-0' O.C. - COAT ONE END i0 L , ALL C�NSTRUCTION J� INTS SHOYN ON THE DRAYINGS SHALL BE PREPARED BY 2 , ) STUDS � N� . 2 OR BETTER Y PREVENT BON� � 2 , GOVERNING BUILDING C�DE � UBC 1991 ROUGHENING THE SURFACE OF THE C�NCRETE SO THAT THE AGGREGATE SHALL 3 , > FLOOR J� ISTS AND R�OF RAFTERS � N0 . 2 OR BETTER . DISCONTINUE NWF AT JOINf BE EXPOSED UNIFORMLY , LEAVING NO LAITANCE , LO�SENED PARTICLES , �R 4 . ) BEAMS , STRINGERS , POSTS AND TIMBERS � N0 . 1 �R BETTER . BA S E M E N T 3 . LIVE LOADS USED IN DESIGN DAMAGED CONCRETE . AS AN ALTERNATE , 2 X 4 CONTINUOUS KEYHAYS MAY / \ x x BE USED FOR CONSTRUCTI �N JOINTS . D . BRIDGING � BRIDGE BETYEEN JOISTS �R RAfTERS IIHERE NOMINAL DEP?H-Tu- [ , A , SEISMIC LOADS PER UBC 1991 THICKNESS RATI � EXCEEDS 4 MITH BEVEL-CUT DOUBLE- CROSSED WOOD r M . ENSURE H�RIZONTAL CONTINUITY IN IIALLS AND F��TINGS BY PR�VIDING BRACING , OR YITH SOLID BRIDGING 2 ' THICK BY DEPTH Of J� IST , END 7 ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . 1 CORNER BARS AT CORNERS AND INTERSECTIONS , UNLESS DETAILED OTHERWISE , NAIL SOLID BRIDGING TO J� ISTS ; NA1L BO1H ENDS OF CR�SS-BRIDGING , L CORNER BARS SHALL MATCH SI2E AND SPACING OF H�R120NTAL REINFORCING SPACE BRIDGING AS REQUIRED BY CODE . PR�VIDE SOLID BL�CKING BETHEEN � 4 D�IID SITE FACTOR . . . . . . . . . . . . . . . . . . . . . . . I , 5 AND EXTEND A MINIMUM �F 36 BAR DIAMETERS BEYOND THE CORNER , JDISTS AND RAFTERS AT SUPPORTS . � n. � IMP�RTANCE FACT�R . . . . . . . . . . . . . . . . . . . . 1 , 0 N . MIRE FABRIC REINFORCEMENT � LAP ONE FULL MESH AT SPLICES AND VIRE E . STUD WALLS � ' NOTES: i . CORNER fiAR SPACING TO MATCH SPACINC OF hWN WALL T�GETHER . 1 , ) FRAME STUD WALLS uITH 2X STUDS 2 16 ' ON CE�TER AS CALL� D FuR ON Q HORf10NTAL RE1NfORCING � TYP. � B . WIND PRESSURE PER UBC 1991 THE DRAHINGS . 2. MAIN WALL YERTiCnL REINFORCING NOT SHOVM. � � 3. PROVIDE ADDffIONAI VERfICAl 94RS AS REWIRED TO SUPPORT �� �� �� 0 . NO VELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY 2 , ) PR�VIDE A MINIMUM OF 3 STUDS AT C�RNERS . � /� REFERENCE WIND VELOCITY . . . 80 MPH CALLED F�R OR APPROVED BY THE STRIJCTURAL ENGINEER . 3 . ) SHIM FOR BEARING ON C�NCRETE SUBSTRATES . GR�UT VIITH 1 � 3 u � �� � "' �� P�RTLAND CEMENT-SAND GROUT FOR FULL BEARING . EXP�SURE CIASSIFICATI �N . . . . . . . . . . . . . . . . . C P . D� N�T RE-BEND ANY BARS IIITH A YIELD STRESS �F GREATER THAN 40 KSI . 4 , ) WHERE D�UBLE TOP PLATES ARE CALLED FOR IN THE CONTRACT ' ' I DOCUMENTS , STAGGER SPLICES AND FACE NAIL PLATES TOGETHER , W � � IMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . . . 1 . 0 8 . MASONRY 5 . ) PROVIDE STUDS AT �PENING JAMBS AS F�LLOWS � P16d1FD Cdlf. �L � (SAW 0 4- 12 HRS. n . 2 STUDS AT �PENINGS LESS THAN 5 ' 0 ' HI ➢E AfTER POl1R) C . RO�F . . . . . . . . . . . . . . . . . . . 1D0 PSF ( NOT REDUCED ) A . CONCRETE MASONRY � b . 3 STUDS AT �PENINGS BETWEEN 5 ' 0 ' AND B ' 0 ' uIDE 1 . ) CONCRETE MAS�NRY UNITS SHALL BE LAID PLUMB , TRUE TO LINE , YITH c . 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8 ' 0 ' IJID'c � D . FLOORS . . . . . . . . . . . . . . . . . . . 40 PSF (REDUCIBLE ) LEVEL COURSES ACCURATELY SPACED . FULL UNIT M�RTAR BEDDING SHALL 6 . 7 BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS RS FOLLOVS � A F D N . WALL C 0 R N E R BAR D ETAI L B S LAB - 0 N - G RAD E J 01 N TS BE USED FOR THE F IRST 3 JOI NTS AT THE TOP AND B�TTpM �F VIALLS n . 1 STUD AT OPENINGS IESS THAN 8 ' 0' NI DE E , L�BBIES 6 STAIRS . . . . . . . . . . . 100 PSF ( N�T REDUCED ) AND AT ] NTERMEDIATE B�ND BEAMS . FACE SHELL MORTAR BEDDING MAY b . 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8 ' 0 ' VJIDE � S1 NO SCALE S1 NO SCALE BE USED fpR INTERMEDIATE C�URSES . ALL J� INTS SNALL BE 3/8 ' 7 . ) REFER TO DRAMINGS F�R SPECIAL STUD CONDITIONS F . BALCONIES & DECKS . . . . . . . . . . . . . 100 PSF (NOT REDUCED ) NOMINAL AND SHALL BE TOOLED Sl ] GHTLY CONCAVE , AFTER MORTAR HAS � REACHED ITS INITIAL SET SO THAT MpRTAR YILL BE THOROUGHLY F . ALL MULTIPLE MEMBER HEADERS , BEAMS AND P�STS MADE FROM FRAMING 4 . STRUCTURAL STABILITY DURING CONSTRUCTION COMPACTED AGAINST EDGE �F UNITS . RUNNING BOND SHALL BE USED LUMBER SHALL BE NAILED T�GETHER TO FORM A SINGLE , COMPOSITE UN1T UNLESS OTHERMISE N�TED , USING N� LESS THAN THO ROYS �F 16d AT 12 ' O , C . O A . THE STRUCTURAL DRAYINGS ] LLUSTRATE THE COMPLETED STRUCTURE WITH ALL 2 . ) HOLLOY L�AD BEARING C�NCRETE BLOCK SHALL BE B ' X 16 ' NOMINAL ELEMENTS IN THEIR FINAL P�SITIONS , PROPERLY SUPPORTED AN➢ BRACED , FACE SIZE HITH THICKNESS AS SNOYN ON THE DRAYINGS CONFORMING G . COMPLY 11ITH MINIMUM STANDARDS FpR FRAMING ��NNECTIONS AS SET FpRTH � THE CONTRACTOR , IN THE PROPER SEOUENCE , SHALL PROVIDE PR�PER SHORING TO UBC STANDARDS 24 . 4 AND 24 . 5 . IN UBC TpBLE N� . 25-Q AND AS DETAILED , AND BRACiNG AS MAY BE RE�UIRED DURING CONSTRUCTION TO ACHIEVE THE 3 . ) ALL COMPLETED MASONRY HALLS SHALL DEVELOP 1350 PSI ULTIMATE 2 -� � RE: OE1AL5 FOR FINAL COMPLETED STRUCTURE . COMPRESSI4E STRENGTH ( F ' n ) IN 28 DAYS , H . LAMINATED VENEER LUMBER (L4L ) � c TYp�CAL 4 J SPECIAL INSPECTION NOT REQUIRED . 1 , 7 LVL PR�DUCTS SHALL BE PLANT FABRICATED IN A C�NTINUOUS PRE .,S TOP AND BOTfON 5 . SUBMITTALS 5 . > TYPE 1 M� ISTURE CONTROLLED BL�CK SHALL BE USED . NITH ALL GRAIN �RIENTED PARALLEL TO THE LENGTH �F THE MEMBER . �F' �' 2 J ALL LVL PRODUCTS SHALL BE SUBMITTED FOR APPROYAL YITH REFERENCE RE: ARCH. FOR TRE�D A . FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAYINGS Tp B . MORTAR SHALL CONfORM TO ASTM C270 TYPE S , WITH A MINIMUM COMPRESSIVE TO THE APPLICABLE CURRENT NATIONAL EVALUATI �N REP�RT PREPARED BY DIIIENSIONS M1D UYOUi STRUCTURAL ENGINEER F�R REVIEW PRIOR Tp FABRICATI �N . SUBMIT IN A STRENGTH OF 1800 PSI . GROUT SHALL C�NFORM TO ASTM C476, YITH A CABO , OR CURRENT EVALUATION REP�RT PREPARED BY ICBO . 6z6 W1.4 z W1.4 w.W.F. T.O.W. r TIMELY MANNER TO PERMIT 10 MORKING DAYS F�R REVIEW BY STRUCTURAL MINIMUM COhIPRESSIVE STRENGTH OF 2000 PSI , 3 . 7 L4L MEMBERS SHALL HAVE THE FOLLOYING ALLOYABLE STRESSES � IN livIDING SIABS � � _ _ _ _ _ _ _ _ ENGINEER , v . FLEXURAL TENSION �R COMPRESSION 2600 PSI RE: PIiW - � I C . REINFORCING BARS DEFORMED BARS , MINIMUM YIELD STRENGTH 60 KSI , b . HORI2�NTAL SHEAR 285 PSI N ��_� � B . FURNISH TNO SETS OF C�NCRETE , GROUT AND MORTAR MIX DESIGNS INCLUDING c , COMPRESSION PARALLEL Tp GRA1N 2460 PSI N � STRENGTH TEST DATA AND MANUFACTURER ' S LITERATURE ON ADMIXTURES FOR D . EXCEPT YHERE OTHERMISE NOTED , HORIZONTAL RE1NFpRCING FOR NALLS SHALL d . COMPRESSION PERPEN➢ICULAR TO GRAIN 750 PSI `O 'b, � � �d� REVIE4 BY STRUCTURAL ENGINEER N� LATER THAN 2 YEEKS PRIOR TO ON-SITE BE ' DUR-O-uAL ' TRUSS JOINT REINFORCING PLACED AT 16 ' CENTERS . e . M�DULUS OF ELASTICITY I , 8D0 , 000 PSI � � � `L USE OF THESE MATERIALS . PROVIDE PREFABRICATED CORNERS ANO TEES AT ALL MALL C�RNERS AND `" �4' NIN � / �2� �5 INTERSECTIONS . HORIZONTAL JOINT REINFORCING SHALL BE PLACED IN THE I . BUILT-UP LVL MEMBERS � CONNECT MULTIPLE MEMBERS USING 2 ROMS OF 1 /2 ' � I � 6 . FOUNDATIONS - FO�TINGS FIRST THO BED JOINTS IMMEDIATELY ABOVE AND BELOY ALL OPENINGS , AND DIAME7ER THRU BOLTS SPACED AT 24 ' � , C . BOLT NOLES SHALL BE 1 /2 ' IN ° SNALL EXTEND A DISTANCE �f 24 ' BEYOND EITHER SIDE Of THE OPENING . DIAMETER AND LOCATED 2 ' FROM THE TOP AND BOTTOM OF THE MEMBERS . . ,�� ', � . . � � � a,. � �� A . REFERENCE PRpJECT SOILS REPORT PREPARED BY INTER-MOUNTAIN STAGGER ROYS AND PR�VIDE A MINIMUM OF 2 BO�TS AT EACH END �f MEMBERS . z = � o � � '�-�' �3 N�� - � - - - - - - - ENGINEERING LTD . , NUMBER 90159G , DATED APRIL 1990 F�R ADDITIONAL E . ALL ITEMS RE�UIRED TO BE BUILT INT� MAS�NRY SHALL BE INSTALLED AS THE - � "' � � �� _ _ _ � � � w � a� � „� / INfORMATION AND RE�UIREMENTS . MASONRY NpRK PROGRESSES . CUTIING AND FITTING Of HAS�NRY SHALL BE J . LAMINATED MEMBER SIZES SHOVN ARE NET � �THER MEMBER SIZES ARE NOMINAL . ,.� 4 �4 � 12' o.c. EA WAY - - - - �� PERFORMED BY MASONRY MECHANICS USING HAS�NRY SA4S . "' _ _ _ _ _ _ _ _ � _ � _ _ � - B . B O T T OM O F F O U N DA T I O N O R G RA D E B E AM S H A L L E X T E N D A M I N IM U M O F 4 8 K , S H EA T H I N G � I � � � `� rn �-- 1 /Y ISOU110N JOINT _ � � _ � INCHES BELOM ADJACENT FINAL GRADE . F . MASONRY WALLS SHALL BE TEMPORARILY SHORED AND BRACED UNTIL THE CONFORM TO AMERICAN PLYN�OD ASS�CIATIDN ( APA ) DESIGN SPECIFICATION , z � 3 � `" � DESIGNED LATERAL SUPPORTS ARE INSTALLED . LATEST EDITION . SHEATHING SHALL BE CON7INUOUS OVER CTHREE ] ADJACENT � � � � � � B•a• � • C . DO NOT PLACE BACKFILL AGAINST FOUNDATI �N WALLS OR GRADE BEAMS UNTIL SPANS MINIMUM . � -, _ � � BRACING F�O�RS ARE IN PLACE , OR OTHER ADEQUATE BRACING IS INSTALLED . G . LOW LIFT GROUTING � ' 2 - �5 2'-0' UP 1 '-V YIN. �DE (3) 1 . > VERTICAL GROUT POl1RS SHALL N�T EXCEED 5 ' -0 ' IN HEIGHT . 1 J MAIN LEVEL FL�OR SHEATHING � 3/4 ' 7HICK TONGUE AND GR�OVE APA � Z � 8' �4 BARSIN ➢ . f�OTINGS SHALL BE PLACE ON UN➢ ISTURBED NATURAL MATERIALS . THE RATED SHEATHING 32/ 16 , EXPOSURE 1 . NAIL T� SUPPaRTS IIITH 8d e 1�'�� F0011NGS W/ C�NTRACT�R SHALL REMOVE ANY LO�SE OR DISTURBED S� IL AND REPLACE YITH H . HIGH LIFT GR�UTING � 4 INCHES � . C , AT ALL PANEL EDGES ALONG BOUNDARY . 8d E 6 INCHES � LDNC REINF. NON-EXPANSIVE STRUCTURAL FILL C�MPACTED TO 95% STANDARD PROCT�R I . ) VERTICAL GROUT LIFTS SHALL NOT EXCEED 5 ' - 0 ' IN HEIGHT . � , C . AT ALL OTHER PANEL EDGES AND 8d Q 10 ] NCHES � , C . AT 0 ONLY ( ASTM D698 ) AS APPR�VED BY TNE S� ILS ENGINEER . 2 . ) PROVIDE CLEAN�UTS AT BOTTOM �F EACH P�UR . lNTERI�R OF PANEL . GLUE FL�OR SHEATHING TO SUPPORTS NITH 'TITE- W RE: PIAN FOR SfEPIN TOP OF FOOiINC 3 . ) TOTAL HEIGHT OF VERTICAL GR�UT POURS SHALL N�T EXCEED 12 ' -0 ' IN BOND ' (OR APPROVED EOUIVALENT ) , CONSTRUCTI �N ADHESIVE SHALL � � E . TOTAL LOAD S�IL BEARING PRESSURE USED IN DESIGN � 3000 PSF ANY ONE DAY . MEE? APA AFG- 01 . - �- 4 J REC�NSOLIDATE TOP 2 TO 4 INCHES OF GROUT BETWEEN IIFTS . 2 , ) UPPER LEVEL FL�OR SHEATHING � 3/4 ' TIiI,CK 1pNGUE AND GRODVE APA C STAi R - 0 N - G RA D E F , ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN � 40 PCF I . FILL BLOCK CELLS SOLIDLY WITH GROUT A D ] STANCE OF 24 ' BENEATH AND 12' 4AINCHESE�TCINAT3ALL6PANELOEDGES1ANDN8dL2Ta0SINCOESS��CTHABd 2 n a w Q D F D N . WA L L FO OTI N G STE P D ETAi L G . AT REST LATERAL EARTH PRESSURE USED IN DESIGN � 60 PCF EACH SIDE OF BEAM REACTIONS OR �THER CONCENTRATED LOADS , INTERIOR OF PANEL . GLUE FLOOR SHEATHING TO SUPPORTS uITH 'TITE- x $ � ~ �' � � i S � NO SCALE S � No SCALE B O N D' ( O R A P P R O V E D E Q U I V A L E N T ) , C A N S T R U C T I O N A D H E S I V E S H A L L °m � o a o � � H . COEFFICIENT OF SLIDING FRICTION � . 25 J . AT BOTTOM �F MASONRY NALL , PROVIDE D[IYELS EMBEDDED INTO CAST- IN-PLACE MEET APAP AFG- 01 , W °- Q M � � CANCRETE OR MELDED T� STRUCTURAL STEEL SUPP�RTS AT EACH VERTICAL 3 . ) R�OF SHEATHING � 3/4 ' THICK APA RATED SHEATHING 48/24 , EXPOSURE LL y o � � 7 , CONCRETE REINFORCING BAR , DOVEL SIZE SHALL MATCH VERTICAL CAL REINFORCEMENT . 1 , NAIL T� SUPPORTS HITH 6d 2 6 INCHES O , C . AT ALL PANEL EDGES p o p � r�- b AND 6d 2 t2 INCHES O . C . AT INTERIOR OF PANEL , r ., � a a �� A . ALL CONCRETE SHALL BE NORMAL YEIGHT AGGREGATE UNLESS NOTED . CONCRETE K . SPIICES NOT PERMITTED IN REINf�RCING BARS EXCEPT AS DETAILED OR 4 , ) YALL SHEATHING � 1 /2 ' THICK APA RATED SHEATHING , EXPOSURE ! . o °o Q p p � LL SHALL CONFORM T� THE f�LLOMING TABLE � AUTHORIZED BY STRUCTURAL ENGINEER , WHERE PERMITTED , SPLICES MADE ORIENT PANELS YITH FACE GRAIN PARALLEL TO �ALL STUDS . NA1L TO °- °- > '� '� BV CONTACT LAPS , SHALL BE A MINIMUM �F 40 C60 ] BAR DIAMETERS . SUPPORTS uITH 6d E 6 INCHES O , C . AT ALL PANEL EDGES AND 6d 2 12 � STRENGTH CENENT aY ?ER SLUl� aDDnIx- hAX , gjg INCFIES O , C . AT INTERIOR �F PANEL r 5 H0� DOWN INSIDE FACE TOP RENIFORCING cPSI � �. �t Ni IN . iURES AGGR • (2) L . PROVIDE ONE t4 VERTICAL , FULL HEIGHT , IN EACH OF TWO ADJAGENT CELLS , S , ) REFER T� DRAMINGS FpR SPECIAL SHEATHING �R NAILING REDUIREMENTS . � EX(ERIOR FACE OF � COLUNN � T-� � F'�E � � ��T � SACI(S/C . Y . RATI � U > S,_j_j� EACH SIDE OF ALL OPENINGS , UNLESS OTHERYISE N�TED . FDN WALL � N , ALL TIMBER C�NNECT�RS SHALL BE ' STRONG-TIE ' C�NNECT�RS AS � (n FmTlr+cs 3000 5 . 5 o . se 2-4 �5' 0-2 M . GROUT ALL REINF�RCED CELLS AND BOND BLOCKS FULL . h�NUFACTURED BY THE SIMPSON STR�NG-TIE CONNECTOR COMPANY . FOLLOW � TS COIUUN � RE: PuN FOR S¢E oiu�nanon ua.�s 3000 5. 5 o . se 2-� uw� a5 • s-� SUPPLIER ' S INSTALLATION RECOMMENDATIONS , ,yp � s 5� SLAB-ON-GRADE 1000 6 0 . 48 2-� . 75' 0-2 0 3/i6 I I &SE PL �/� ON �/� NON-SHPoNN BFAM POCI(Ef wIDTH = BEAN 0T1�rt 3000 5 . 5 0 . 58 2-e , �y �� N , REFER TO DRAYINGS AND SPECIFICATIONS FOR REINFORCING AND �THER - REQUIREMENTS . 0 . PRE-ENGINEERED RDOF TRUSSES � • �� � T.O.W. CROUf wIDTH + d WX. 1 , ) SUPPLIER SHALL DESIGN AND FABRICATE TRUSSES T� CARRV LOADS SHOWN �yJ �: 9qp g p�a�s 0 . YHEN 7EMPERATURES DROP BELOW 40 DEGREES FAHRENHEIT AT ANY TIME DURING �N THE DRAWINGS PER THE 1990 EDITION Of NATIONAL FOREST � l � � I . YRA = VATER REDUCING ADMI %TUlE . M r �• � Sa = suPEa v�nst ]CtZEa . MAS�NRY CONSTRUCIION OR CURING PERIOD , COLD HEATHER PROTECTION PRODUCTS ASSOCIATION PUBLICATION , ' NATIONAL DESIGN SPECIFICATION w z �p� l/i� q,g w� { pRp,� 4 2 . TOTRL AIR CONIENT, PERCENTAGE RRNGE . CFWNGE T� 5-7 iF EXPUSED TO PR�CEDURES SHALL BE FOLLDYED . FOR YOOD CONSTRUCTION , AND THE 1990 EDITION �F THE TRUSS PLATE - i '-U EMBEDAIEM & 3' Fi00K �� Bfi� FREEZtnG iEnPEea7URES . INSTITUTE PUBLICATION , ' ➢ES1GN SPECIFICATION F�R METAL PLATE n \ 9 . STRUCTURAL STEEL C�NNECTED HO�D TRUSSES ' , �� � w� B . ALL C�NCRETE IN CONTACT YITH SOILS SHALL USE TYPE I [ CEMENT . 2 J SUPPLIER SHALL FURNISH DRAVINGS TO THE ARCHITECT PRI�R TO i � ? A . STRUCTURAL STEEL � MINIMUM YIELD STRENGTH 35 KSI ( ASTM A53 ) F�R FABRICATION BEARING THE SEAL Of A PR�FESSIONAL ENGINEER � (4) �4 x n • 4 O.C. I � C . SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS . PIPESI 46 KSI FOR TUBES � 36 KSI ALL ELSE , UNLESS NOTED �THERVISE . REGISTERED IN THE STATE OF COLORADO , INCLUDED IN THESE DR�. � : ,,: . CENTERED ON COLUYN � ` SHALL BE A PLAN SHOIIING THE L�CATION �f THE TRUSSES u : " ! D , REINFORCING � MILD STEEL REINFORCING SHALL BE ASTM A615 uITH A MINIMUM B . MININUM uELDS � AISC SPECIFICATION , N�T LESS TNAN 3/ 16 ' FILLET , SUPPLIER ' S MARK . � p y� � Q a � �-� • ,y • YIELD STRENGTH 60 KSI . ALL REINFORCING REQUIRING uELDING SHALL CONTINUOUS UNLESS �THERWISE NOTED . 3 J N� OPEN J�INTS uHICH DEPEND ON THE STIFFNESS �F THE M: . � � i PRfM�E /1e z Y SLOTTEO NOIfS � •� r �4 c 2'-0' OR �4 x � r--' IN BFAM FIANCE C�NFORM T� ASTM A706 . VELDED YIRE FABRIC SHALL CONFORM TO ASTM A185 . CONNECT�R PLATE TO TRANSMIT STRESSES IJILL BE PERMITTEL � [��l � � C . ALL GR00VE WELDS T� BE FULL PENETRATION UNLESS NOTED . 4 , ) DURING ERECTION , CARE SHALL BE EXERCISED T� KEEP HOR1 _ . " - ''f� NON-SHPoNK GROUT � FUtL AREA OF E . REINFORCEMENT PROTECTION BENDING OF THE TRUSSES TO A MINIMUM . EXCESSIVE FLAT-ui �� ` O � r""� , � r BEAM FLWGE D . IIELDERS � HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A , W . S . BENDING �F TRUSSES IS NOT PERMISSIBLE , ,�� 1 ' (lUALIFICATION TESTS . 5 J THE DESIGN AND SUPPLY �F ALL TRUSS-TO-TRUSS CONNECTI�NS SH' .. L F - i � � RE: PLAN 1 J C�NCRETE PLACE➢ AGAINST EARTH , . . . . . . 3 ' ' �E, o � • 8. (2) �4 x 4'-0' BELOW � CEMER ' ' ' THE RESPONSIBILITY OF THE TRUSS SUPPLIER . � � -- -�-' - � 1 . _.- � �� ON BfAM CENTERl1NE 2 J CONCRETE PLACE➢ IN FORMS BU1 EXPpSED TD WEATHER �R EARTH � _ - /1 \ . r 1 �/Z • � � n . BARS #5 AND SMALLER . . . . . . . . . . . . . . . . . 1 - 1 /2' E . SEE ARCHITECTURAL DRAWINGS F�R NAILER H�LESi ATTACHMENTS , ETC , 6 J INCREASE IN ALLOYABLE STRESSES FOR iHE DESIGN �F TRUSS MEML+� R ; BY...._._._.--��'"" \i� � � � � � h (2) }/�f AB. W/ 1 '-0' EYBEDMENT, b . BARS N6 AND LARGER . . . . . . . . . . . . . . . . . . . 2 ' AND CONNECTIONS DUE Tp DURATION OF L�AD OR R��F SLOPE IS N�T ^� U J' HOON + S PROJECTK)N 3 J HALLS NOT EXP�SE➢ T� YEATHER OR EARTH . . . . . . . . . . . . 1 ' F . HEADED STUD CONNECTORS : CONFORM TO A . W . S . ➢ 1 . 1 , STRUCTURAL WELDING PERMITTED . � W � �, �' � - + t„ + u, C�DE , USE 3/4 ' MINIMUM DIAMETER STUDS UNLESS OTHERVIISE N�TED , p , JNSTALLATION �F PRE-ENGINEERED SYSTEMS � ~ z + CONC. FOUNDATroN WALL F . N� SPLICES OF REINF�RCEMENT PERMITTED EXCEPT AS DETAILED OR HEADE➢ STUD C�NNECTORS SHALL BE AUT�MATICALLY END MELDED IN AUTHORIZED BY STRUCTURAL ENGINEER . MAKE BARS CONTINU�US AROUND ACCORDANCE VITH A . � . S , D1 . 1 STRUCTURAL WELDING CODE . CONNECT�RS PRE-ENGINEERED SYSTEMS SHALL BE INSTALLED ACCORDING TC THE � _ � � � Yi � �li SHALL BE SHOP IIELDED . MANUFACTURER ' S RECOMMENDATIONS AND S?EC ? FICATI �7NS C:F DRAWINrS ' �'� U � � C�RNERS . YHERE PERMITTED , SPLICES MADE BY CONTACT LAPS , SHALL BE 36 SHALL BE '�� ; - -_ ° - ' = '°� '^ � - ", " ;: , " � == ' � - C , � 5 iV BAR DIAMETERS MINIMUM . FABRICAI ' , '""� Q G . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICA7ED IN ACCOR➢ANCE WITH ``\\���eq�unmcrnq���� � G , DETAIL BARS IN ACCORDANCE YITH ' ACI DETAILING MANUAL ' , PUBLICATI �N THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE , LATEST ``p��� PQO R �G/���H�y��� � SP-66 , AND ' BUILDING C�DE REQUIREMENTS FOR REINFORCED C�NCRETE , ' EDITION . � pQ;o° � �oF' � S3 /`"� GETWL IUEfd?1FlG/�.TiON � �o OQ : � ACI 318 , LATEST EDITIONS . PROVIDE D�TAILS INDICATING REINfORCING �_ _ _ __ �v��4,� n� �43 ' g C�NTINUITY AT CONSTRUCTI�N JOINTS . � � �� �� � ��wy _ ec� 'AiV• = I � � E TS COLUMN BASE DETAILS F BEAM BEARING DETAIL = 'S° '�� H . PROVIDE ACCESS�RIES NECESSARV T� PROPERLY SUPPORT REINF�RCING AT $ , ,;.: ;'�.,,�+� � � 3/4" = t ' - 0" � � NO SCALE POSITIONS SNOYN �N PLANS AND DETAILS . 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CENTERED IN MIDDLE �F SLAB . C , � N B . 81LLCHREINFORCEAV/�#SG8AD2 ' SO CL CENN�EREDLINEMIDDLEOOFRSLABPLACED ^ ; c , _ . , , , . , - _ ,,, , , -_ r.,.� o�unumumnni�� rT , Q $ 2 , TOP OF CONCRETE SLAB-ON-GRADE ELEVATIDN NOTED THUS � pN PL� p�����`Q���RE�s I'���� � � q � 3 . ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL BEARING MATERIAL HAVINL . - p�'��o�� q � � `�' lOAD BEARING CAPACITY AS INDICATED IN THE GENERAL NOTES �N SHEET S1 . =v °� n � ° = 4 . BOTTOM �F FO�TING ELEVATIDN NOTED THUS � (XXX ' -XX ' ) ON PLAN , STEP TOP 0� - _ � G e�= � NHERE N�TED . STEP BOTTOM OF FOOTING PER DETAIL ON SHEET Sl , yg� , . •e�` � � S . TOP �f CONCRETE F�UNDATI �N YALL ELEVATION NOTED THUS � � ON PLAN . 'i��� °� � ����°�`���� � 5 . RE � DETAILS FOR W�OP STUD HALL C�NSiRUC? IL1N TO.W. - - .l " = ' ���_ �Wr» rl _ , . . . . . ': .; Ji . . � �� r ` : i�. �.�. i � - : , . . ., W4'�_ L; . �����//l/lllllllllAll��AA����� _ _ . ._ g . 3 . y3 � ISSUE � � � 3 AU6UST 1993 11 '-9� > > '-4' 11 '-4' s �. ,u� REVISIONS G E � H � � S� � (��'-C) a m � , h �--- _ _ _ _ — _ — _ — _ _ —. _ — _ $ _ — _ — _ — _ — _ I I I I �J ss ' ` 2x12 0 lE O.C. i I V i I SS �,�p+t� ` 5 S I $ � I � � I I t'-K � - - - � h � I I � ° � W � i � � � � I � � W �14 n OPEN � �' °i�A+ ii� � � o� , ^ NEW F➢N WN.L � "' x I � .,�Y c� h v � _ — w�2%z� - M 2xt2 • t6 O.C. 58 � F w i��s si � � � N N n REINF WALL OVER OPENING 7 ' 4'- � ' w/ (Zl is ToP � sonou , T o w � � u.N.o. � k �3 z � SfIRRUPS � 11 '- � � " N � e e' o.c. �' Y � M � � �. I VI � vX � � — _ � Z � � 0 '� ; Q � � 7-. C.� � � � � s b �' � N • � � � � � � � N N N I '� rn K K m � � Z � 3 � N N � � 3 � M � ; N � � ^ � �� wlz%�z - - - - - - - - - - - - - - - - - - - - - W � 15�_� 16'-U 3'-8' � • � �. � ' W ;a � • �2� 1}��%117�6 �� � i b o n o � W Q (2) t3/�xt � '/e �ri ° o � m r � � S N � � 21t9 � 12' .C. � � W a Q � � � w , t '-d � � � � � �i . .P � pooaa � W12z22 � yOJMM � � 1 - - o � a O O s - - - - a 4 > M M �' INDICATES MOAIEKf CONN �ND 8fA1IS � ELEVATIONS �3r �O. 4' TO FDN WALL � TYP 10T-R , 109'-�. 112'-U, 114'-� 2z8 • 12' .C. � n�is wa.� � M ^ ` � x `i/ /�/ N � � , r 3 O • ^ LL o w � I I _ L C Bnt3.75 � �' z a .�.� n , �- ,p,� . .C. w i •u•�• � W r°' (7 � � � �� � � �� � . �` � ; � � v z �• � �BOND BEA4t$ �ELEVA710NS WEIN(2j�v� r �y�'� �, iM G � � :. � i �d1 ; — z �� 1HI$ WALL k/ j3 x i_ �'IVkI!rS , � , � � 1 ` / /� � BON� BFAMS S F1EVAlI0N5 • 6 n.!: . 1 `;J l"� � V � � Y f1 � L ('� , Q HOI.p DOWN TOP OF 107'-0' , 1D9'-8�, 112'-(T . 114'-�, 117'-U v' �u5 wui � �.ow n�is wr�u --- --- - -`'-�'�`.�.��--------...DATE.�} � , , ' � 5'-(f BOTTOAI OF SIAB L �, � . �°� 26'-r 6 -� MAI N LEVEL FRAM I N G P LAN ' � � � �'-� �, n '-a• e'-{ _ � i /4•' _ � ' -o' � � � /�/ � i - � NOTES �� V 0 ,� yy� �� � 1 , TOP �7F LONCRETE f�7UNDATI �N uALL NOTED THUS � T.�"O.W, i ON PLAN . _ ° 2 , TOP OF STEEL BEAM ELEVATION NOTED THUSi (XXX ' -XX ' ) �N PLAN . � ~ � ,� � � 3 . T�P �F PLYN�OD FL�OR SHEATHING NOTED THUS � W7.'p.p: ON PLAN . ■ �� () 4 , DIRECTION �F FLOOR SHEATHING AND DECKING SPAN INDICATED THUS � � _ r C , � S . ALL EXTERIOR STUD MALLS SHALL BE MADE US1NG 2x6 STUDS . r'�� Q � o RE � DETAILS FOR ADDTI�NAL ] NFORMATION , � 7 . RE � ARCHITECTURAL DRAMINGS FOR LOCATION AND SIZEN�FRG L WOC: ":' + � . - - ``O,`\���000��G�a/Oi� / -- A'��i� , oF .:k: ", _ IIRSI . 'e_ yr � �-�. Har.ir.ac ' I_ pNr- S . Ai '� �E ' �Ao° Q.� N : � ° O � . _�o�� � 9�. ' = 2 �= pG' A�, ��� S3 : . :��,, C /�i ��� • eeN� e� �\ ,�, , ��////�,�,101914,11��\Q\``\ «, 8343 � ISSUE 3 AUGUST 1993 PERMIT ISSUE REVISIONS W U z W � - � W � � W � � � - J . .P. N N n c0 1 N Of N M M � `p v U r' ? � o � 12 1� .C. � � � � O � NWOOn � � � N � N � � Z 3 � N � � ^ � � L1A � . � W � • n o r� w � x � mF �` ° i mmoyo � m wo ° � m '" U y � � d � � 2 � 10 10 � O � p h �.i yJUaa � � OO J 1� M) a° � a M M !�"1 W � � � � • r� � M�"1 � � z � (� � z /� { ����y �/� z�{ �� �� r. 5;,�ai� � � Y� � � 41� . � �l UPPER LEVEL FRAMING PIAN s� n N � /a� _ � �—�' E � �r� N � � �r� � ; �S.._ � W 1 q UPPER LEVEL FRAMING PLAN NO' : - ^ `� � � ' � � I � ' �" � � " . . DATE�- � �=�� � � . � � 1 . T�P OF STEEL BEAM ELEVAiION NLIitD iHUS ; cXXX ' -Xx ' ) �N � _ =- : IQY- '""`".�_�``'��-�T--`-- ^-. , �� I o 2 . TOP Of PLYNO�D F�OOR SHEATHING NOTED THUS � ': - - , � �� N � 3 . DIRECTION �F FL��R , SHEATHING AND DECKING SPAN INDICATED THUS —= . . � _ 4 . ALL EXTERIOR STUD HALLS SHALL BE MADE USING 2x6 STUDS ( EXCEPT � . : , _ _ . . I 5 . RE � ARCHITECTURAL DRAVINGS FOR LOCATION AND EXTENT OF �LL H�C^ " JI �a'_ _ • p..� U � 6 . RE � ARCHITECTURAL �RPWINGS F�R L�7CATI �N AND SIZE �F R, �� J�=>+ I � i '' : � _ ' wr__ _: C , � �. — � .a , - ,- -� ���.� , — � .,:. � � .� . � :.., . , r �__ r,.� z , . Q `\"`\``\����nnnuw�� ���� r `` oQ�O 0 R EG9�+�;�,�� �.7�.� p , � . . `� oo�(y O. �s � � V � � e°(y a � C�:V a � ♦ � _ ' •� c c • �f i � i \�� � ����-�,,,,��oN;��;�;����°' S4 -' s a 93 � ISSUE 3 AUGUST 1993 36'-8' PERMIT ISSUE '-0' 17'-� 11'-4' I '- �. OF RIDCE REVISIONS �e F�cu 1 � I � ,aacs r-o' c. � W � �� g Uy� N � � � HIP W�S(ER TRlJSS � � , �� ` � SfEP DOYM HIP 1RUS5 � I � � � � i � ` � sr� oowN �na rnuss / � � � ` STFP DOWN HIP TRUSS � \ \ • � � / STANDARD TRUSS � I �DOUBLE STANDARO TRUSS � i Ii i � � I Oi I �i DOUBLE SfANUMD TRUSS I s I � � � , � � � m � i � � U � i ti b SLOPE = 4:12 i SLOPE = 4:12 � � N N N n t0 � � � � I I O �j � � p ..�.. I �Ts. �. � � M N � N � N � N � � np �..� � / / ` � i � N �U N / \ W � Z � 3 oeN � STEP DDWN HIP TRUSS � � � � � c ,.� .- , SfEP DOYM HIP TRU55 \ � � . W / � Z . . ' SIEP DOWN IiIP TRUSS � . I � I � i � � � � � • HIP MASTER TRU55 � I , I n o � W x �p x � m F LL �'.�c `L� � '�p W Q ap � � �'m 11 V � K � p � S 000 � l� �� � J U a a � . q O J q M � O a � a � M �4f7(S 2'-0' 0 C. b C , � � M�"1 2x8 FACIp '� � � � � � • r� � � � � z ROOF FRAMING PLAN � � � , i4° _ � •-�- R�Of' PLAN NOTES � U Z 1 . DIRECTION OF R�OF SHEATHING SPAN INDICATED THUS � `� pN PLA� . � z s 2 . ALL HEADERS SHALL BE BUILT �UT Tp 5 1 /2 ' NIDTH BY ADDING PLY�O�D SFr. � - - . � w /1 1 Q p � � � � ��� 3 , RE � ARCHICTECTURAL DRAWINGS FOR ELEVATI �N �F BOTTOM OF ALL HEADERS iYF� iAL . � � . ^� 4 . ALL ROOF FRAMING MEMBERS SHOVN ABOVE YALL TOP PLATE SHALL BE DESIGNED AND SUPPLIE _ � BY TNE PRE-ENGINEERED ROOF TRUSS SUPPLIER . RE � GENERAL NOTE ] 0 , 0 6 P ON SHEET S ! _1 � �� � � ^ A ADDITIDNAL INfpRMATION . T O �'� r �` j � i.. �� � �� f••�•� W 5 , ROOf TRUSSES AND OTHER MEMBERS SHALL BE DESIGNED FOR THE FOLL�VING UNIFCkM_ + 1 ' �� 1 � � � � $ DISTRIBUTED L�ADS � � AREA LOA➢ P� INT OF APP'_ iCATICN "� "' � r , � I �� Q, U i� ,�� -�-•- --- ..... - ...CATE� -6=-�-� — -- - � BY__--.'�t��- r•__•� � � LL = 100 PSF TOP CH�RL N � � LL = 10 PSF BOTTOM CHORD . ` _ �.■r/ � DISTRIBUTION �F THE ABOVE DESIGN _�AL�S Tf' ,' NI ; vIDUA'�_ MEMReR ; SN�LL B't P"cKF�:RME`u 3Y TH= • �� O z TRUSS SUPPLIER IN ACC�RDANCE W ; T4 a � = '� � r �- �.. ; c; . � I � :E F �1�= FR, i '" "s� � - �_H �^k H � rrri �NAi iNr.i4�� � � K . J � ivoi � � _:. y� .:n I . l�i_ � � S r . _ . . _ . , � k I .: 4�l� ., L � �. � VA1 . '� � \\\\\\����„���������������/��,,' � � \`��� Qpp R EGB �,•,,��� .``�O�a�4V Hii q �'�s'? Y � o��,�' � O� z � ' s(���� ^ o /4F � � �es����� \J\���� V � ' „���/n�QI�IAI�,�o\'\o� °o • 3 � 93 ! I � T.0.11. \ SfONE GIP RE ARCN ' r; � SfONE VENEER � 3'-,� � ,_4• i N01E: Nl LUIIBER SFrOfrN xv � ISSUE �' o� eorro eEn,�s � RERIf WALL W/ (4)� vorr a /a � �+is o�r� sw�u e� w�,wxt�o � FoR �ornnoN - �F wj�2,µ na x � • o.c. 3 AUGUST 1993 B�CKFlU. THIS AREa TO ElEVAiION �Y � PERMIT ISSUE 110RIZ PIACFD AS $Ii0MT1 I 109'-U � CRAM'LSPACE OIg.Y �5 x � !o DdMELS � 77 O.C. LOCATION REINF � RE PIAN FOR � �. IN � i �-�� RE: PUN FOR FACE 7F SR1D � � w� I C �� � � To REVISIONS �ru �roe aaseuExr wau s7�NavtD Wm-a-wHt faez ,io�rrt a = ��'-� �• SLOPE TO DRAW � � SIM ELEYATION 109'-0' �y/e RFINFORCINC �mF � i� ac v�rr � �-- _ _ � -V is vorr. • i � o.c. '—z—x •--z— � I � �e sruo wu� i ,• pR }� �z. e i � o.c. r � or�no� sr�-a�-c� � e � _ �os•-� i• '—°—•—• I I wui s�ntt�c . . (2) /s corrr. � � sor. � �— —. t • � oou� eorrou Puh � 90� BLDG. 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CEDAR — DENVER, COLORADO 80209 N J O ARCHITECT: OZ ARCHITECTURE � 1580 IINCOLN STREET, �200 DENVER, COLORADO 80203 (303) 861 - 5704 LOPER RESIDE �VCE , LANDSCAPE ARCHITECL• ALPINE INTERNATIONAL P. O. BOX 3766 � 500 E. LIONSHEA� CIRCLE, #301 � VAIL, COLORADO 81657 � (303)- 476 - 0668 . � � STRUCTURAL ENqNEIIt: REDWINE /REIZIAN 1743 WAZEE �350 VAIL DENVER, COLORADO 80202 COLORADO (303)- 292- 5311 ' OZ ARCHITECTURE � DRAYNNG INDEX: ; : � AO COVER SHEET - "��- .. , � - � �» , � [ �% , ��,, Lt SITE PLAN ,,�'�- �--�,"�;°� L2 PLANTING PLAN ;��'�� �� �' �� � A1 LOWER LEVEL FLOOR PLAN i� r � � p A2 MAIN LEVEL FLOOR PLAN ! 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'�'. . . . . . i �I . . � ` . . � . • � ��� e F���'.� '�,.�' . ��� ��5� '$�}� �-� . . :RF' 'rr'�..l�lR�ri� r . r - � - t, � . . r . - : - . .� : �; . .. - , w� - . . i -� _ . . t. . . . . . - . .f� w 1 �. � � . . . . . . - � T - . S � ', r �„{ . � :r.,rv + r ' , , . . . , ' . � : . . . . , , � . p �, '� ' • r � k �s.. } � ` ,�� ;,� "r •� , '. . ;`�� < - „ • . - ,-k 1 J�15o. � eY �.�, i � •: • � � . � � � � � . , . . , . , � L!!1��� i � 1�:,� . :� i � . t '� .�r � . . '� . , ` . � ' � " i . - + v . ' i I� � 6 A � �n u �, DISTANCE TO CENTER Of ARC = 22'-11Y+ � T ARCHITECTURE s3'-o" 1560 LINCOLN DENVER . COLO 303 + 8B1 • 5704 2'- 7' 2' —to" t '—a' 2'-10" 4'-0�': 7-8' 2'- 7�6" 2'—SiE" z'- 7ais' 2'— sib" ' 2'- 7�4" 2'-5�'!' 2'- 113t' 2'- 1 �t' 2'—lolb' 2'—a' 0 38'- 1 �' 1'- 11 " i �nrn � _ ii � � � u `f�_ � � � ���_i�_�`^ ' � � '� • � ' O � - 1 y _ � < TERRACE � � 210 . 0 F � ` � � 0 LOPER - - RESIDENCE � ' � -- -- \ 206 � `° li ~ � 2Q5A1 , �� , 2056 � 205C � ' III TR � �--- ' ! I � � I I I I �' � ` ; ' , 200 ; �, / o � E ' ` � OPEN TO ABOVE �, I L \��I O •. y I O G �• N = � � ZO1 " � 202 , , ��' � 12'- 5 1 /2" � 1 �1: 5'-1 �" • 15'-3Ve' 2�-6" 5'—t0Y4' 2'- 7" GN ':� � �� BATH STORAGE�� � VAIL � �� I � 201 202 ~ DINING R00�1 . ANTRY COLORADO � � - - - - - - � � ���� . � - PROVIDE HEATILATOR GC300 � '� ' ""' ° ' ' �\ , GAS FIREPLACE. AGA � � . � I Ij M���� 203 1 a'OSET o CERTIFICATE 221 . 50B- 90. R ' F �, ; � i �� ;� PROVIDE CHASE TO ROOF � ^ ', i� _ — _ — — — FOR VENT. e'-sve° I � o, � � � ' i � �, I li � 205R� i � KITCHEN ; ' 1 OZ ARCHITECTURE '' I � i � Q �/j� a p � 207 � , \ I i !I � � i > '� ' � 8A1H � . � � � � � i i � '� - - - 204 I i � � i ' i 204 205D i i ' ' � � � � - - � o o I — I � o � — i i ;� < �('< <�• CCl �;'• , O O I O • � � � / � ��\/ �•__`' � ' �J/�. . � ' � t ' / ^� �\ y � �� � A8 �� ° 17 �� � � � � :r i THpPhS,S C! i � � i � . � � � � - - , , ---- - �, �\� F/�n f� �___.--� �, �:, u''^�.�..� �,j �� i ` r __ _ _ - - Designed by �--_'�- TB Drawn by '-3 4'-2'h' Z'-0" 4'-2Y4" 4'-1 ' 2'-1Yt" 5'-2' S'—tY�' 9'-4�Yi" 4'- 10Y4" 4'-254' '-10Ne ,rB � NK 23'- 2Yk" 25'-9Y�" - Checked by as'-o' TB Date 1 MAIN LEVEL PLAN 26 OCTOBER i9sz MAIN LEVEL FLOOR PLAN _ . - • ly� � � . . �' _ -"__ �: : ;aEZC � HIT �.' c"1' i � RE l .=� F� O LYti ( " Ol . � 49'-0` llEl� i ' �', R , C' OLC) :30 :� • 86 1 • �� 70 -� 2'-7° 7-10' 1 '-4" 2'-10' 4'-OYs" 2'-8° 5'-OY4" 5'-Wi" 5'-1Nt" 12'-6' 2'- 7Yi" 1 '-10" E E F — � - - - - �- - - - - �- - - - - - - - - - C L � ) P � � � - - - � - - Q - - - - - - � - - - - - - - - - � - - � � ,. �-� � tiID �; �i ( ' .� � �� i ; � � i � i � � , � � 301 � pp� TO BELOW � � N 1 � o � CLOSET I � I � ' � 01 � � � � I � �� N ` - LAUNDRY � 312 312 IO � ` � 300A �- � � � 10'-2' '-3fh 5'-9' 6'-6Ne° 5'-9" 5'-9' 3'-5H '-0' � � � V :iII. � I ( ' � LOR,1Dtt I 306 309 � j •i I a304 T I I � ATM 307 � OSET j '� o I 302 gA � I � \� I 305 ��� 310 I I 3� I � � � 1` � � � BEDROOM 302 304 �` � m 311 � q � ,, ;� j � - --� CLO�T CLOSET I I � 305 0 310 � '� � � PROVIDE CHASE TO I �� U 'l, �1K ( ' I� I '1' ECT [- [� I�; ' � � ROOF FOR GAS FIREPLACE BEDROOAI I . � FROM BELOW. o � I � IT '� � � 2 _ , . \ / I 303 ` �� BATH � � � ' � 3006 300C BA1H 30S � .�\ , . �� � t —� � _, �o � _�— ��_ . � � � � � o -- - rt -_ . _ - =- -- 3oa ,� i o � �c'n � � �.,, . i / '.��'_"`r�`!�4"'. "� --� - --- — - - - _--- - — — — � � ' ' � , , �0 � i OO O O � O O O I � � . — — �— — — — — — � ?fI0C4;1 � A7 � `�'P�7E�fR ! � � v F> L ' \'! � � �� a t. I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - — - - - - - - K;^� F,�'',, � ��cS'r — �`�, / � �� �l' � :, i{\_� A8 — ��'�..�.'-: ��i �f� � f ����° , -�i� jii .. �. j � : l �. I "1 Ii DrHwn b � 14'- 7Vt" '-tOlh 3'-10Y�' '-8Sh' 4'- 2Y5' '-8Ye 4'-21R' '-8/'t 3'- tOYt' '- 814' 4'- 2Y2" '-BYi 4' -2'h" '-10Y4 ��� � , -�' I� 49'-0" ( ' 1� �� �'� kP �l b �� �rF3 vatr• .,."»� ; '' 6 0 (` TOE3EIt 1 �3 '1 " � APPROVED � � � � � i Y Y E'R I.E �� 1�: I TOWN OF VAIL r' L� � K F �,a � t i j p _ . .: /J � ,'/ '. ,�. . ' ^ ) .__ B'Y.----- --�' ---__.DATE .`__..- -�--_. ' , , � ` � al �� � � .} � � ' - (f SY�� �' t. nu . . '.p `:_ ' � WHITE Rl I/ER lVA T/ONAL FOREST - - _ N 88 '34 '11 " W 135. DO ' I ' W � I � � W I I � � I � � h I � l � � � � � j I I �i � t� BASIS OF ELEVA TION: I L � r �J�. BL OCK 1, I � MANHOLE 3. 1. 20. 4 J RlM ELEV. = 8592. 35 LOT 14 /NV. ELEV. = 8585. 89 I I � I I � t� 6 ' CD�+. '�r7 � �� l�l ¢ �' E� �'4LL � � LOT 16 � � V ,^ � \ � l� � �J/�� �� ' �1 �;r h `6- `�/,,'�3'�-�� ', _- � 19. 1 ' %i ry �j'�f,��O�'F'�Qq F � I � �JS. ��(kj�„ �M � ' p ^ / l hereby certify thot �h/s improvement locofion certiflcote wos prepored �,�. p 6i C� I for the mortgage lender ond the tiGe lnsuronce compony, thot it is not o �-� ' ��" � � � ' I lond su�vey plot or improvnment surwy plot ond that it is nof to ba relied ' ��% ' '�Fitir�. h •� `-' � upon fo� fhe estab/ishmenf of lence, bui/ding, o� other future /mp�owment �' � ` ? � � � �O ) � lines. l lurther certify thot the impio�rements on the obove descr/bed parcel �i� `;,,i_ � '�, � /'� � on this dote, except ufility connections, ore entiiety wifhin the boundaries � ' ///''' � (,� of the parce% except as shawn, thot there ore no encroochments upon the D/� �J� / � � G "- � � � described premises by impro�rements on ony odpining pram/ses excapt os O �' ( �.� VER�� I„ � / indicoted, and thot fhere is no opparent evidence or sign of ony eosement � \ �"`PORCN v� /`1 c�ossing or burdaning ony port of soid porce% except as noted. �'�� 1 v ;� y'qr , fiis cartificote does not constitute o tit/e seorch by /nter—Mountoin ^• ' � � Enginaering to defe�mine ownershlp a� easements of record. For oll � I ` inlormotion �egording eosements, �lghts—of— way or f/tle ol record, " lnter—Mountoin relled upon the Finol Plot of �ail/Pototo Potch. � 1 NOTICE• According ta Co/orodo /aw you must commence � 20 ' ` ony legol octlon bosed upon ony dafect in this surve;: � within three yrars olte� }au fiist discover such defa�- t. uone D. Fehringer P.E. k P.L. S 2662 � �' � /n no ewsnt, moy ony ocfion bosad upan orry de�ect m CT�'/C this survey ba commenced more thon ten }rears /rorv /`/ �8 4, �4 p (/j����,y � the date of certificotion shawn hereon. �`SJ S(ji- ' E'qSEd�`c-NT ♦ � �� FT REVISIDNS \' P . 0 . B�% 978 I�'��V�an*Yin � g0 VPNCE 'STREET � OOT XETCALF ROAD n '� � AVON. CaLO . 81620 • • ��� / / ( 303) 9�9-5072 LnKEV000 , COLO . 80215 �p 0 - 15 '15J77N ���� (303> 232-0758 �TA Tp R = 269. 28 ' � _ � � lMf'�� � '.2=MENT L OCA TION CERTIFICA TE 93047s �°A TC L = 71. 73' � H D" ' /� L FOUNO PlN AND rAP ���� �V LOT 15, BLOCK 1, 2/8/93 4D�� VAIL/POTA TO PA TCH [ . S. No. 7 �a �,3 D. D. F. rOWN OF V,4/L, EAG'LE COUNTY, � � „,� 2D � .� � COL ORADO � OF � ARCHITECTURE 1580 LINCOLN DENVER , COLO 303 • B61 • 5704 � LOPER RESIDENCE � T.O. ROOF . _ - - - - - - - - - - - - - - - -- - C -- 139r- 3�z°_ _ _ _ - - - - - 12 VAIL _� 4 ONCRETE ROOFING TILE COLORAD�� . - � � T. O. WALI 134�-�" - - - - - -- - - - - -- ' - - - - - - - -PTB- WOOD FASCIA SYNTHEIIC STUCCO, COLOR �1 PTD. METAL RAILING 0 42" HIGH � Q � w/ v�Rnca� PicKErs o a" o. C. O O � O S� r�E �iC s�UCCO, COLOR �!2 OZ ARCHITECTURE STONE SILL � UPPER LEVEL 126' -0"- - - - - - -- - - _ _ _ ._ - - - - PTD. METAL TRELLIS - - - - - -- � � - .�-�`1-�. � \ r ; I? �, = � � �t, �_,: � r. � l� ,� � C� _v.,tic•U ���•� I � - - O \�\ �t� � � � , c , i � � I� p��'t' „ � ^ I� � _ _ � C _ _ J - PTO. METAL RAIUNG, � 42" HIGH, � " � �' � �-�, r � " ' � s "'" , , i W/ VERTICAL PICKETS � 4" O. C. ` r ` _ ' I � � ' 6' � ; � . _ � � � - TYP . � ��, _ � ` : MAIN LEVEL � \ � ` �`, - '` � - - - - - -- - - �-�- - - . � � _ .. . - -- - -- - - - - _ __ _ � . _ - _ - - -- - - - - - - ......_.__.- 116'-0" � _ _ _, - y. --- - - -- - - -- . . --._. . _ _ .. _ _ . - PTD. METAL CHANNEL ., _ - -- - , , �- — - � - - -- - - Deaigned by �__ _ - . . _ ' _ . � �. - a4 � � -- � _. j- � SYNTHETIC S1UCC0, COLOR �j2 Drawn by �t -, I A I A ! : ��__ , -- . . — � _ _ � : . _ . _ SPUT FACED CMU VENEER q _ . . _ _ . . _ _ _ ec e . _ _ - _ � _ �--- . STONE VENEER Date � LOWER LEVEL - -- - -. . _ . - 107' -0` i i i i i i i + _ � 26 OCTOBER 1992 � i i � i i i �L _ _ .-. _ _ � _ . _. ._ �_. � ._ .... _, _. ._ ._ . . ._. _ m _ d1� __ ._ _ � � _ _. � __. _ � ..v � .<. e ___ _ ._ _ _ � ._ �_ � � � �� ,__J7 _ ^ _ � _ _ _ _ a _ ._ _� __ _ _ _rJ_ _ lr�_ ____ _ , _ __ s _ _ __ �1 _ � _ e ��._ _ }1�__�_� ___ _ �__ _ __ _ _ ._. _ _ : _ . __ ... . . _ _ -- A P P 1\ � V E D EXTERIOR ELEVATIONS TOWN OF VAIL I � A _ : , BY----- - - DAT�;.'_.:......::__:. ` � --`-f-�-`-'=-- ------ - -- ; Scale 1 /4" = 1 ' - 0" Sheet no . A4 ARCHITECTURE 1580 LINCOLN DENVER , COLO _� � 303 • 861 • 5704 r .� � ,! � ,� �, , C : � LOPER RESIDENCE . T. O. ROOF - - - - -- - - -- - � - - - - - - -- - - _ _ _ _ _- - - - - - - - -- - - - - - - - -- - _ _ _ - - - - - - - - - _ 139`-9 1 %2'�- -- - - 12 . 12 COLORADO � 4 q �— — . � - - � , � T. O. WALL -- — -- -- — — — — -- — — 134'-0. - - - - - - -- - � � � � OZ ARCHITECTURE UPPER LEVEL _ - -- - -- - -- - - - - -- __ � 1_ p _. � __ _ __ _ . _. _ ._ . . . . _ . - . - . . . 126 - 0 _ _ _ -. ._ - _ _ . - - - - _- _ 4. 5 lr— /`0 JCULO�,��. �'`�.�' G ' ,� , O O ; � ��\~�' � , , . � M1�.,� 1 i , � - _ _ , _ _ � � ' �F '� , , � - ---�- - - -- , _ � . _ . --� � , , . ;� _ t . ' ' " , � . . � � i �.. ._..._�"' \ � ! � biAIN LEVEL - — - _ - — - - — -- - — - - — - — -- - — -- — — _ -- -- - - - — -- e.....- - — — — — -- - - - - — - — - - - - _ - — - - - ,�'c�� _ - � j ��� �� �; � � ' `, 1 , � 116' -0" - = t i - � , Deei ned b � i � S _ 8 Y i _ _ _ _ - -- - i � i � r-------- ------------- - - Gl i j i : _ Drawn by �����������_����������J i - .- __ ' _ _ _ _ i ; ' - .. _ : ' { i i i , Checked bq - , � � i � - --- i - __ � LOWER LEVEL � � - - - - -- - - -- - - -- - - - - - -- - � - - - Date � 107' -0" -- - - - - - - - i - - �--—----------—-----------------—-----—ti -- - - - r------- _ _ _ _ _ 26 OCTOBER 1992 ; � _ _ -- _ _ _ __ _ _ _ _ ._ � _ __ - - - - - - - . _ _ - - - w � - -_ _. . - - - .- .- - � � _ _ _ _� - -- - - .- � P P R O i/ � D r�------ I �O W N O F VA 1 L � EXTERIOR � ELEVATIONS 61`.:�---�_.._.DATE_.�_�___ � 1 EAST ELEVATION 2 iN-ES 1' ELEVA`I`I{� ' , s _ _ _ � s�aie GENERAL NOTES: 1 /4" = 1 ' - 0" RE: SHT A4 FOR TYPICAL MATERIALS Sheet no . A5 NOV-10-1992 17 � 44 FROM OZ RRCHITECTURE TO 14792157 P . 02 . 1 � , � � . • , � �-..,, , :� � .: ; � � � � � � / �i � f � :j � -s' ' .� � � / � ,; �' � • � : ; � � `;:�� � �� , i _ _ _ i . . .� / � � �/ , : . . i �,1 ��; � i --� � j1 � .f - - - - 1 � � : , . �, � '��� . �' _ � � �/ �'/ T . � � , '' • � •�:', � , - � 1 . . < < � ,1 , . � � . / , j . r ' � � ' ;' / , ' � � ! / . M1 ,` , . Y. / � 1 _ •���r� ' � • . �. 1 � 1 l/ �� ,;� J _.� . , d . ��� .., � � r f � � � �� � ' . �; � • r , . • � � ' t( !�- � / / / r / a;. � � l '" •• � i` . � �� .�' ' � �r (..'' � ( . r %,�r � 1 / I I �'� f � `-'`� �'�. « � � / I .% � ' � . � � � ' � � ��-� ! 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I , i� l � l l l l ' �•� ' `� F � � ,� � � � � � .. / � ,t ' � ; '� f � , /� ' �'- �,, ``��' � ' i � ` � , / �e1 ' . / , � ,� � `� �` � ../ �� �� ' , � ~ � � ~ � / r�.,r '� � ` � � /,!l J�, / / /�� � I �— ' � � 1 r � ., �� � ., j / � � 1 � �� , 1� , . � � ; � � �., � �r ; � . 1 �, ` � l f / 1 �� �`"`J"�,:�- �„ � / . ! -r---,._ ; � J� I '��, I � t—"� � � . � ; : : -. . ;�. . � � \ � I � % �-";," . ��``"�n ` � 1� � � � ► 1. � i . � : . :. � ARCHITECTURE 1580 LINCOLN DENVER , COLO 303 • 861 • 5704 LOPER RESIDENCE 1 i . T.O. RC � � � � 139'- 3 ' „ _ _ _ - � . . _ VAIL _ _ - - �_ __ .._ �_. . _�_ . � �_ .�: � �---=� 4 � COLORADO � T.O. WALL 134�p�-- - - - - - - - - � � 0 � � � 0 OZ ARCHITECTURE UPPER LEVEL o a o o a o 0 � ,-26 �=0„- - - - - - - - - - - - - -- - - - - - -- - 00 � 00 � - - - - - — _ � � �-... j,�-;°oo �o��UO� , ,,��4, ' � 0 � i:�' i / �'; � � : i — -- � � I `' � �� .� }9 I i �` 1 ,� � ° C� � � c,;'S�ld � MA�N LEVEL _ . - - - - + _ __ _ _ \ �:;.`�, °�-� t, �`'�\' ,� 116' - 0" � i � �` � � j Designed by � _ - � � � � i Drawn by i � � _ - � i � i Checked by o � o � i - � � LOIMER �LEVEL - - - - - i e ` Date 107 - 0 �_ � , ' --------------------------------- -----------------------------------------------------------------------------� , � 28 OCTOBER 1992 _ _ _ �4PPRO� VEL� � � EXTERIOR T Q W N O F VA 1 L ELEVATIONS ; BY.._.-------i 1-::•-------..DATE.:�_...._...w. ., �- Scale GENERAL NOTES: RE: SHT A4 FOR TYPICAL MATERIALS ' 1 /4" = 1 ' -0" Sheet no . � � EQ. E0. ARCHITECTURE / CONTINUOUS RIDGE VENT 1580 LINCOLN / DENVER , COLO ROOF CONSTRUCTION : ! T. O. ROOF 303 • 861 • 5704 CONCRETE ROOFING SHINGLES EL. 139' - 3�Z" ON ix2 BATTENS ON � 30� BUILDING PAPER OVER �'," CDX PLYWt?OD ON 12 �� • PREFABRICATED ROOF 4-�— � M TRUSSES � 2'- 0" O.C . � � R30 BATT INSULATlON � � , , /� � T. O. WALL r EL. 134 - 0' 2x6 TONGUE AND GROOVE 3' - 0" � ' - o" LOPER soFFir RESIDENCE � � BEDROOM � I, , I � ♦ 306 � - � i ' WALL CONSTRUC110N: � SYNTHETIC STUCCO SYSTEM � VAIL ON 15# BUILDING PAPER ON COLORADO �'e" THERMAL SHEATHING OVER � ' ' • • I 2x6 WOOD STUDS � 16" O. C . ' � � WITN �° GYPSUM BOARD INTERIOR � CEILING FINISH . . � �"-0 - -- — -- - - - - - , � UPPER LEVEL R19 BATT INSULATION � , , � , � ; � X ; , � ; Y , . , , � , , , , , � , i I � EL 126 ' - 0" ._ � _���_ � i � I � OZ ARCFIITECTURE � FLOOR CONSTRUCTION: CARPET ON '/2° SUBFLOOR OVER 2x12 WOOD JOfSTS � � o -- � __�__ ,� 16 " O. C. W/ ACOUSTICAL BATTS. U1ANG ROOM Ys" GYPSUM BOARD INTERIOR 205 ° ,����-�E El F����, � � FINIShI . � `' �?��.. � I I i� '���� � � rt rnfis , ; , � R ' � - �' ��� L' " � '� � r-`` , � � STONE BASE , ''rF`'�--��,��.,' � �' '�:;-��.'� r, �, ,,,;`�:i' I CONCRETE TILE '�-__°°" I ' ' i I I � MAIN LEVEL DeeiQned by � � X , EL . 116 ' - 0 i ' , � �• � � „ X , ; � � � yi � , ; k ; ,� X , �� �, , - -- SAND FILL TB � COMPACTED BASE Drawn by � NK GUARDRAILS: r - ' - i � 1YZ " x4' - 0° F Checked by 42' HIGH WITH VERTICAL PICKETS � _ _ i l_ I I � � � � � � � TB � 4" O. C. TYPICAL ALL GUARDRAILS ' INTERiOR AND EXTERIOR. _ _T _ _I �_ _ _ f _ _ _ . � ,4 p p � � � � � Date I — � --� — � - - - - - — 26 OCTOBER 1992 FLOOR CONSTRUCTION: ___. _ � ��� T01NN O F VA I L , FINISH FLQOR ON �z SUBFLOOR OVER � � _ � I I ; 1p2 BUILDING SECTION 2x10 JOISTS � 16" O. C. WITH ,� � � ,f , / ; � ACOUSTICAL BATTS. �'e" TYPE ' X' � — - - ; - i I -- � . GYPSUM BOARD GARAGE CEIUNG. - i I BY— ` ..--DATE,�`_ ' ,.__ -�--, - I�- __ ; � , , ; . 4" SLAB ON 4" COMPACTED � L__ _,l I I ' . FILL ON COMPACTED GRADE � I I LOWER LEVEL . . . . . . � - EL. 107 - cale , , , , , : . , . . - , : ,. . , . , . . , _ - , . :. . : . ' 0" - - � . � S � - � u - ^� i� _- _i - - ; - , r�� GRANULAR FILL 1 �2" - 1 ' - 0>' t �h x24° RIG�D INSULATION � � � � �'- '�' z. PERIMETER DRAIN FOUNDATION DESIGN : '� Sheet no. RE: STRUCTURAL FOR , FOOTING AND FOUNDATION WALL DESIGN . � ' - ' ' 1 1""1 � _ . . , . � . . . . . . . ._ . . i . Y ' ' .Y.� I � . i . . �. _ � . . . . � EQ. EQ. , • ARCHITECTURE / i;ONTINUOUS RIDGE VENi 1580 LINCOLN / DENVER , COLO ROOF CONSTRUC110N: � ___ __ ___ _ _ ___ � T. O. ROOF � 303 • 861 • 5704 CONCRETE ROOFING SHINGLES EL. 139 '- 3Yz" ON 1x2 BATTENS ON 30� BllILDING PAPER OVER - � �'4" CDX PLYWOOD ON 1 � PREFABRiCATED ROOF 4� `�• � � TRUSSES � 2' -0" O. C. � "i �n i R30 BATT INSULATION , �� � � T. O. WALL EL. 134' - 0 �1 �Y ' 2x6 TONGUE AND GROOVE 3'- 0" � , } ' � ? - �" LOPER SOFFI T � RESIDENCE . . � � � , I � I °� BED3R�OOtiI � '� II �' , � � VAIL ' � � COLORADO , ,� , , �I k . � ; Iti j WALL CONSTRUCTION: — -- - - --- - - - — SYNTHETIC STUCCO SYSTEM UPPER LEVEL ON 15# BUILDING PAPER ON � � , , , � , �`�� � � .� . ,'l � ; , , � , � � ; � , � , EL. 126' - 0" �'s" THERMAL SHEATHING OVER � y - �� x6 WOOD STUDS � 16" O. C . ' ' WITH �h" GYPSUM BOARD WTERIOR ' il I �INISH . � � R19 BAT7 INSULATION OZ ARCHITECTURE —� . � FLOOR CONSTRUCTION: I FINISH FLOORING ON Yz" SUBFLOOR OVER 2x10 WOOD - __ JOISTS � 16" O . C. WITH M11S1E��ROOM � �— _ �`� , ACOUSTICAL BATTS. �6" TYPE � ' ° ;���� " � �j���.,,, ;, 'X' GYPSUM BOARD CEIUNG. � ^ I � 5 r � .} , '� � , .� i � , j � r� nr.�s : , . `� r � � li � � ` . ,� I = .�. � ;'� � � � �` , :�„�_..�•_ , *` I - _ � STONE BASE ��G �� ry ` , � �� ;, . � `_ { �— CONCRETE TILE "`'��°�-""'� I I MAIN LEVEL 'i� esi ned by ' z / EL. 116 - 0 B , � , �, � . , � , , � � ' ` v ' u' � � � ' ' � � � � �X ' � SAND FILL � TB �—_ ` , .-. •_ _ , . , . _ , - - - _ _ . _ _ _ _ - - - - - -- I i -- __ _- .--- - -- _.�_ __�. �— Drawn bq : COMPACTED BASE , � _ � _ _� , _ _ _ _ - - -- - - - -- -- -- - ----- NK - -- --� i - i � Cheeked by I -- -- �- T- - � - . l i '4"z4 ' - n^ Rir�r II INSULATED GLASS WINDOW __ `1 __.. _ _ __ _ ! � �, p p R O �! � � D B wa,�� coNSr�ucnoN: ' _ _ .1 � ' T O W N O F VA 1 L ��s ocTOSER i ss2 OFFlCE STOR�OE 8" CMU BLOCK WITH 101 INSULATED CELLS. 1Y� ° � � �� . _ oarE.:�:�- -�-:- � ��� � UILDING SECTION RIGID INSULATION AND - - - _ � - - i BY--- ---4-<�=-%L----- - -' Y� GYPSUM BOARD INTERIOR FINISH, - ' � - -- - - r ` - ; - 1 - � - 1 - -f • 4" SLAB ON 4" COMPACTED �. ___� _ .�1 _ - FILL ON COMPACTED GRADE � . LOWER LEVEL - ----- -- - - - ; . X � ' — ---- --- EL. 107' -0" Scale � � � � �_ � � , � ' • � GRANULAR FILL 1Yz" x48" RIGID INSULATION ' �1E� ii_, � ii�i � _ - tk-!t=i�� 1 /2" = 1 ' - 0" I - �-- - - --- PERI�IETER DRAIN FOUNDATION DESIGN: � I o RE: STRUCTURAL FOR � Sheet no. FOOTING AND FOUNDATION � � � � WALL DESIGN . I � • . - -- - � . A 8 ROOM FlNISH SCHEDULE DOOR SCHEDULE ROOM FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS OOOR DOOR FRAME HDWR DETAIL REFERENCE REMARKS NANE MAT. FlN. NAT. FlN. MAT. FlN. MAT. fNJ. MAT. FlN. MAL FlN. MAT. FlN. HT. NO. SIZE TYPE TYPE FINISH GROUP HEAD JAMB TNRESH 100 STORA6E CONC - - - GB P GB P GB P GB P GB P 8' - 0" 100 3' - 0" x 6' - 8" x 1 �4" A WD 5T - - - - PROVIDE CLOSER ARCHITECTURE 1580 LINCOLN 1p1 OFFICE CONC CPT WD ST GB P GB P GB P GB P GB• P 8'- 0" :�6" TYPE ' X' GYP.BO. 101 3' -0" x 6' -8° x 1 �'4" A WD ST - - - - PROVIDE CLOSER DENVER , COLO 102 GARAGE CONC - - - CONC - CONC - CONC - CONC - GB P B'- 0" 102A 8' - 0" x 7'- 0" E WD ST - - - - 303 • 861 • 5704 103 MECHANICAL CONC - - - CONC - CONC - CONC - CONC - GB« P VARIES .5g" TYPE 'X' GYP .BD. 102B 8' - 0" x 7' - 0" E WD ST - - - - 104 ENTRY CONC STON WD ST GB P GB P GB P GB P GB P 8' - 0" 103 3' -0" x 6' -8" x 1 �4" A WD ST - - - - 104A 3' -0" x 6' -8" x 1 �." A WD ST - - - - PROVIDE CLOSER 200 MASTER BEDROOM WD CPT WD ST GB P GB P GB P GB P G8 P 9' - 0" 104B 3' -�" x 6' -8" x 1 �i" CUST. WD ST - - - - 201 BATH WD STON STON - GB P GB P GB P GB P GB P 9' - 0" 202 CLOSET WD CPT WD P GB P G8 P GB P GB P GB P 9' - 0" 200 2'- 6" x 6' -8° x 1 �" 8 1ND ST - - - - 203 CLOSET WD CPT WD P GB P GB P GB P GB P GB P 9' - 0" 201 2'-4" x 6' - 8` x 13b' B VMD ST - -� - - 204 BATH WD CT CT - GB P GB P GB P GB P GB P 9' - 0" 202 2'-4" x 6' - 8" x 1 �6` B WD ST - - - - 205 LIVING ROOM WD CPT WD ST GB P GB P GB P G8 P GB P 9'- 0" 203 2' -6" x 6' -8" x 1 �b' B WU ST - - - - 206 DINING ROOM WD WD WD ST GB P GB P GB P GB P GB P 9' - 0" 204 2' -6" x 6' -8" x tib� B WU ST - - - - 207 KITCHEN WD ST YVD ST GB P G8 P GB P GB P GB P 9'- 0" 205A 2'- 6" x 6' -8" C 1MD CLAD - - - - 208 PANTRY WD ST 4VD ST GB P GB P GB P GB P G8 P 9'-0" 2058 2' - 6" x 6' - S° C wo c�w - - - - LOPER 209 STAIR WD ST WD ST GB P GB P GB P GB P GB P 9'- 0" 205C 2' - 6" x 6'- 8" C wo an� - - - - RESIDENCE 210 TERRACE STON - - - - - - - - - - - - - OPEN 205D PR 2' - 6" x 6'-8" D WD CLAD - - - - 211 DECK WD - - - - - - - - - - - - - OPEN 206 2'- 6" x 6' -8" F WD CLAD - - - - 207 NOT USED - - - - - - - 300 BEOROOM WD CPT WD ST GB P G8 P GB P GB P GB P 8' - D" 208 PR 1 '-6" x 6' - 8" x 1 �6" A WD ST - - - - 301 CLOSET WO CPT WD ST GB P GB P GB P GB P GB P 8' -0" 302 CLOSET WD CPT WD ST GB P GB P GB P GB P GB P 8' - 0" 300A 2' - 6" x 6' - 8" x 1 �" B WD ST - - - - 303 BATH WD CT CT - GB P GB P GB P G8 P GB P 8' - 0" 3008 3' - 0" x 6' - 8" F AL NA - - - - VAIL 304 CLOSET WD CPT WD ST GB P GB P GB P GB P GB P 8' -0" 300C 3' -0" x 6' - 8" F AL WD - - - - COLORADO 305 CLOSET WD CPT WU ST GB P GB P G8 P G8 P GB P 8' - 0" 301 PR 2'- 2" x 6' - 8" x 1 Yi" A WD ST - - - - 306 BEDROOM V1D CPT WD ST GB P GB P GB P GB P GB P 8'- 0" 302 2'-6" x 6' - 8° x 1 �k" B WD ST - - - - . 307 BATN WD CT CT - GB P GB P GB P GB P GB P 8' - 0" 303 2'-6" x 6' -8" x 1 �6" 8 WD ST - - - - 308 BATH WD CT CT - GB P G8 P GB P GB P G8 P 8' - 0" 304 2' -6" x 6' -8' x 1 �Is' 8 WD ST - - - - 309 BEDROOM WD CPT WD ST GB P GB P GB P GB P GB P 8' - 0" 305 PR 2'- 2" x 6' - 8" x 1 �6° A WD ST - - - - 310 CLOSET WD CPT WD ST GB P GB P GB P GB P GB P 8' - 0° 306 2' -6" x 6' - 8° x 136" B WD ST - - - - 311 CIOSET WD CPT WD ST GB P GB P GB P G8 P GB P 8' - 0" 307 2' - 6" x 6' -8" x t �e" B WD ST - - - - OZ ARCHITECTURE 312 UTILITY WD VIN WD ST GB P GB P GB P GB P GB P 8' - 0" 308 2' -6" x 6' -8" x 1 �b" B WD ST - - - - • 309 2' -6" x 6' -8" x 13b" B WD ST - - - - 310 PR 1 ' - 10° x 6'-8" x 1 �'�" A WD ST - - - - 311 2' - 6" x 6'- 8" x 1 �§" 8 WD ST - - - - 312 2' -6" x 6'- 8" x 1 �6" B WD ST - - - - - ` � , -�'r, r; ^ , ; ,. �t���-``,�r:;�'. / J � A /J 5'-tON" R.O. 4'-2Y4" R.O. '-1Y4" R . 4'-ZYl� R.O. '-1114' R.0 � / , . -- — � � � � � rilr „�� as � r !:�, ��' �_ r, � � y � I C \ UiJE> a c o . �`��� ,�, _ - % % ;': oE � et � o �, �. (`,� , ,._�, s\ ,. ! / T - � � � � � . _ � "�" EQ I� tt � � ` �.:.a:,.�.e°" i � i � y4~T — -- " � �' M � Deeigned by /' � i " � TB "� % Dravn by j' ;� %: -- -- ----- - - % . -- DPM , NK TYPE A TYPE B TYPE C TYPE D TYPE E � 0 0 0 0 nhecked by WOOD SOLID CORE WOpD SOLID r�� � �- nrr.�^ , ; � nnR �G �r� �� ��-! �� �� �,� �" npn ^r nnnF, �n3Err � '?OaR�C? 2036C�� �036rC ? 3048� �� ' . TB FOUR PAN � � P � � � ` , � � ate , V � �- -I � .� �� �'-- TO Vi/ I�I O F VA l L � ; , � . . � ■ o � � � BY._--- � � ---����_..__. � �; DATE.:�.�.� ---•--- d � � i d , i �� � ;.� i � � ❑ ❑ TYPE F GLASS DOOR O Q O O Scale 3020CA11 2042CC2 1830CC2 3048CC2 NO SCALE 3048GC1 3020CA21 Sheet no . ALL UNITS SHOWN ABOVE ARE PELLA BRAND, ALUMINUM CLAD IMNDOWS. • Ly � L��������� = -��_ _ � �cKFl� GENERAL NOTES -� �- �- � x a cor� K�r � "" ��r� � DISCONTINUE WWF AT JOIM , ..� 4 r _ _ _ : a , THESE NCTES SHALL SERVE aS THE PR�JECt ;PECIFICA ' lf]�dS FDR THE I . PLACE 2-q5 c1 EACH FnCE ) uITH 2 ' - 0' PR�JECTION aR�UND OPENINGS IN lu . T1nBER � ._ ,x_ _ _%__x_ x_x_z_ __x_ ;TRUCTURAL PORTION OF THE Y�RK , CONCRETE . . , . . ��, ,:, � 1 '-0' A . ALL TIMBER PRODUCTS SHALL BE IN ACC�RDANCE HITH THE NATIONAL F�REST �� �4 X �. INSIpE FACE J� "+ � I_ �' - I .-- = B . ARCNITECT ' S APPROVAL MUST BE SECURED F�R ALL SUBSTITUTIpNS . J . PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE WALLS AND PRODUCTS ASSOCIATI�N , NATIONAL DESIGN SPECIFICATION , LATEST EDITION . � � I ' �3 � � � � SLABS . ' ' "�1 � JIANN WAll HORQONiAL � '-� �'-� � . CHECK ALL DIMENSIONS �N STRUCTURAL DRAYINGS AGAINST ARCHITECTURAL B . ALL LUNBER SHALL BE VISUALLY GRADED A�VD HAVE A MAXIMUM MiIISTURE -I " '� ,./ � RFJNFORCING � IYP. � �' � � DRAWINGS . K , NL� OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL coNTeNr oF i9z , ARCHITECTURE i BE PERMITTED UNLESS THE ARCHITECT ' S AND STRUCTURAL ENGINEER ' S 1 'rJ B O LI N C O LN 4�-� D , VERIFY OPENINGS THRpUGH FL�URS , RO�fS AND YALLS VIITH ARCHITECTURAL , APPROVAL IS SECURED PRIOR T� THE PLACEMENT OF REINFORCING STEEL . C . fRAMiNG LUMBER � DRV , HEM-FIR IN THE F�LLLIYING GRADES , D E NVE R . C O LO j 1 7 DkM z 3'-0' SuWTH DOWEL � i4 X��OUTSI�E FACE �- 1 MECHANICAL , CIVII AND ELECTRICAL REQUIRENENTS . 1 . ) GENERAL FRAMING � STANDARD AND BETTER OR STUD , I __ , � �J'-� O.�CD- COAT ONE END TO L . ALL CONSTRUCTION JOINTS SHOHN ON THE DRAWINGS SHALL BE PREPARED BY 2 . ) STUDS � N0 , 2 �R BETTER 3O3 � BB 1 • 5704 I i 2 , GOVERNING BUILDING C�DE � UBC 1991 ROUGHENING THE SURFACE OF THE C�NCRETE S� THAT THE AGGREGATE SHALL 3 , > FLODR JOISTS AND R00� RAFTERS � N0 , 2 OR BETTER , DISCOMINUE NWF ATJOINT BE EXPOSED 'JNIFORMLY , LEAVING N� LAITANCE , L��SENED PARTICLES , OR 4 , ) BEAMS, STRINGERS , POSTS AND TIMBERS � N� . 1 �R BETTER . � I i B H S E M E I '� 3 . LIVE LOADS USED IN DESIGN DAMAGED C�NCRETE . AS AN AI.TERNATE , 2 X 4 CONTINU�US KEY�AYS MAY � y J z x- BE USED FOR CONSTRUCTI �N JOINTS . D . BRdDGING � BRIDGE BETWEEN J� ISTS OR RAFTERS 11HERE N�MINAL DEPTH-TO- �: - , �: , i - .' ll � 1 - L L - i A . SEISMIC L�ADS PER UBC 1991 THICKNESS RATI � EXCEEDS 4 VITH BEVEL-CUT DOUBLE- CROSSED YOOD �"' � " ' �' rP - R ' � � " '{` - M � ENSURE HORIZONTAL CUNTiNUITY IN 4ALLS AND GOOTINGS BY PR�VIDING BRACING , OR YITH $�LID BRIDGIN(i 2 ' THICK BY DEPTH OF JOIST . END � � i u � � i � , i ! r � ! i � � , i � � - , ; I � ir 2pNE . . . . . . . . . . . . . . . . . . . . . . . . . . 1 CORNER BARS AT C�RNERS AND lNTERSECTIONS . UNLESS DETAILED OTHERYISE , NAIL SOLID BRIDGING TO JCISTSi NAIL BOTH ENDS OF CR�SS-BRIDGING . �.1 C�RNER BARS SHALI MATCH SIZE AND SPACING OF HORI2�NTAL REINFORCING SPACE BRIDGING AS RE�UIRED BY CODE . PROVIDE SOLID BLOCKING BE7YEEN OOMHIID SITE FACTOR . . . . . . . . . . . . . . . . . . . . . . . 1 . 5 AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER . JOISTS AND RAfTERS AT SUPP�RTS . � EJ��IIIS�I Jf. � - - - -� �,4' iNOTES: 1 . CORNER 84R SPACING TO 4ATCN SPACING OF I,WN WALL A1� IMPORTANCE FACTpR . . . . . . . . . . . . . . . . . . . . 1 . 0 N . VIRE FABRIC REINFORCEMENT � LAP ONE FUIL MESH AT SPLICES AND WIRE E . STUD YA�LS � v HOR120NTAL REINFORCMG � TYP. � II TOGETHER . 1 . ) FRAME STUD WALLS WITH 2X STUDS 2 16 ' ON CENTER AS CALLED FOR ON v B , WIND PRESSURE PER UBC 1991 THE DRAVINGS . `� 2. FWN WAIl VERTIGII REINFORCINC NOT SHOWN. Y � W 3. PRGwDE nDUn10N41 �ERnGL f3PR5 rS REOUIRED TO SUPPORT � I \ --"� -"- - " -"- -" -'� -- � , N� VELDING �F REINF�RCING SHALL BE PERMITTED UNLESS SPECIFICALLY 2 . ) PROVIDE A MINIMUM Of 3 STUDS AT CORNERS , � � - REFERENCE WIND VELOCITY , . . 80 MPH CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER . 3 . ) SHIM FOR BEARING �N CONCRETE SIJBSTRATES . GROl1T VITH 1 � 3 CORNFR BeRS � TYP. ��1 - _ - -- ', ,: i - - rr PORTLAND CEMENT-SAND GROUT FOR FULL BEANING . � _ _ _ _ - ''� � ' � '� ' � - � � ' ' ' � _ � ill � ' � � ' F EXPOSURE CLASSIFICATI �N . . . . . . . . . . . . . . . . . C P . DO NOT RE-BEND ANY BARS V1TH A YIELD STRESS QF GREATER THAN 40 KSI , 4 , ) WHERE DOUBLE TOP PLATES ARE CALLED FOR IN THE CONTRACT � � DOCUMENTS , STAGGER SPLICES AND FACE NAIL PLATES TpGETHER . p� p�, ,R, [ MP�RTANCE FACTpR . . . . . . . . . . . . . . . . . . . . 1 . 0 8 . MAS�NRY 5 . ) PROVIDE STUDS AT OPENING JAMBS AS F�LLOMS � (Snw � � - t2 HRS. a , 2 STUDS AT OPENINGS LESS THAN 5 ' 0 ' H1DE L 0 P E R AFTER POUR) C , ROOF . . . . . . . . . . . . . . . . . . . 100 PSF cNOT REDUCED ) A , CONCRETE MAS�NRY � b , 3 STUDS AT OPENINGS BETYEEN 5 ' 0 ' AND 8 ' 0' VIDE 1 J CONCRETE rtASONRY UNITS SHALL BE LAID PLUMB , TRUE TO LINE , WITN c , 4 STUDS MINIMUM AT pPEN1NGS GREATER THAN 8 ' 0' 41DE R E S I D E N C E D . F���RS . . . . . . . . . . . . . . . . . . . 40 PSF ( REDUCIBLE ) LE4EL COURSES ACCURATELY SPACED . FUIL UN1T MORTAR BEDDING SHALL 6 , ) BEAR OPENING HEADERS ON MULTIPIE JAMB STUDS AS F�LL�YSi A FD N . WALL C 0 R N ER BAR D ETAI L B S LAB - 0 N - G RAD E J 01 NTS BE USED FOR THE FIRST 3 J� INTS AT THE TOP AND BOTT�M OF �ALLS u . 1 STUD AT OPENINGS LESS THAN 8 ' 0' � IDE S � rao SCn�E S � r�0 SCa.LE E , LoBBIES 6 STAIRS . . . . . . . . . . . . . 100 PSF cNOT REDUCED) BEDUSEDIF RRMNTERMEDBATE B�URSES , FAALLSJ� INTS�SHALLBBED3/B�MAY 7 , ) REfER TOUDRAMINGSUFORTSPECIALGSTUDECONDITIONS8 � 0 ' u1DE F . BALCONIES 6 DECKS . . . . . . . . . . . . . 100 PSF ( NOT REDUCED ) N�MINAL AND SHALL BE TOOLED SLIGHTLY CONCAVE , AFTER MORTAR HAS REACHED ITS INITIAL SET S� THAT MORTAR YILL BE THOR�UGHLY f , ALL MULTIPLE MEMBER HEADERS , HEAMS AND POSTS MADE FROM FRAMING 4 , STRUCTURAL STABILITY DURING CONSTRUCTION C�HPACTED AGAINST EDGE �F UNITS . RUNNING BOND SHALL BE USED LUMBER SHALL BE NAILED TOGETHER TO FpRM A SING�E , COMP�SITE UNIT � UNLESS OTNERYISE N�TED . USING NO LESS TNAN TVO ROYS OF 16d AT 12 ' O , C . A , THE STRUCTL'RAL DRAIIINGS ILLUSTRATE THE COMPLETED STRUCTURE 1' ITH ALL 2 . > HOLL�W LOAD BEARING CONCRETE BLOCK SHALL BE B' X 16 ' NOMINAL ELEMENTS IN TNEIR F1NAL POSITIONS , PROPERLY SUPPORTED AND BRACED . FACE S12E MITH THICKNESS AS SH�WN ON THE DRAWINGS C�NF�RMING G . COMPLY NITH MINIMUM STANDARDS F�R FRAMING C�NNECTIONS AS SET F�RTH THE C�NTRACTOR , IN THE PROPER SE�UENCE , SHALL PROVIDE PRt7PER SHORING TD UBC STANDARDS 24 . 4 AND 24 . 5 , IN UBC TABLE N0 . 25-� AND AS DETAILED , AND BRACING AS MAY BE REQUIRED DURING C�NSTRUCTION TO ACHIEVE THE 3 . ) ALL C�MPLETED MASONRY NALLS SHALL DEVELOP 1350 PSI ULTIMATE 2'-(f lAP fINAL C�MPLETED STRUCTURE . C�MPRESSIVE STRENGTH (f'n ) IN 28 DAYS . H . �AMINATED VENEER LUHBER ( LVL > � VAIL �: oera�s Fa+ TIW(',,u � � � � �� 4 . ) SPECIAL iNSPECTI �N NOT REOUIRED . L ) LVL PRODUCTS SHALL BE PLANT FAHRICATED IN A CONTINUOUS PRESS COLORADO 5 . SUBMITTALS 5 . ) TYPE i MOISTURE CONTROLLED BLOCK SHALL BE USED , uITH ALL GRAIN �7RIENTED PARALLEL T� THE LENGTH OF THE MEMBER , �T�• 2 . ) ALL LVL PR�DUC? S SHALL BE SUBMITTED F�R APPRCVAL HITH REFERENCE RE: ARCH. FOR TRFi10 , �- - -- - A , �URNISH ONE SEPIA AND �NE PRINT OF SHOP AND ERECTION DRAVINGS TO B , MORTAR SHALL C�NFORM Tp ASTM C270 TYPE S , WITH A MINIMUM COMPRESSIVE T� THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARE➢ BY 'ILpI►IENSIpNS qNp UYO� -� STRUCTURAL ENGINEER FOR REVIEN PR10R TO FABRICATION , SUBMIT IN A STRENGTH OF 1800 PS1 , GR011T SHALL CONFpRM TO ASTM C476 , WITH A CABO , OR CURRENT EVALUATION REPORT PREPAREA BY ICBa . � � i.O.WP.� �_ _�� � I TIMELY MANNER TO PERMIT 10 W�RKING DAYS FpR REVIEM BY STRUCTURAL MINIMUM C�MPRESSIVE STRENGTH OF 2000 PSI . 3 J LVL MEMBERS SHALL HAVE TF{E F�LLOYING ALL�YABLE STRESSES � ENGINE�R . u , FLEXURAL TENSION DR C�MPRESSION 2600 PSI ' l C . REINFORCING BARS � DEFORMED BARS , MINIMUM YIELD STRENGTH 60 KSI , b . HORIZ�NTAL SHEAR 285 PSI �I � p_� � � � ' � '� 1 I B . FURNISH TWO SETS OF CONCRETE , GROUT AND MORTAR M1X DESIGNS 1NC�UDING c , CONPRESSION PARALLEL TO GRAIN 2460 PSI .{�-- � � I STRENGTH TEST DATA AND MANUfACTURER ' S LITERATURE ON ADMIXTURES FpR D . EXCEPT WHERE OTHERWISE N�TEb , FI�RIZONTAL REINFORCING F�R 11ALLS SHALL d , COMPRESSlON PERPENDICULAR TO GRAIN 750 PSI I I � bI � I a �� �� REVIEV BY STRUCTURAL ENGINEER N� LATER TNAN 2 YEEKS PRIOR 1p ON-SITE BE ' DUR-O-VAL ' TRUSS JO1NT REINF�RCING PLACED AT 16 ' CENTERS . e , MODULUS OF ELASTICITY 1 , 800 , OD0 PSI � � � ' ti� � USE OF THESE MATERIALS . PR�VIDE PREFABRICATED CORNERS AND TEES AT ALL �ALL C�RNERS AND - - - - - - - - - - r-- - - ��) �5 � / INTERSECTIONS , H�RIZONTAL J� INT REINF�RCING SHALL BE PLACED IN THE I . BUILT-UP LVL MEMBERS � CONNEC? MULTIPI.E MEMBERS USING 2 R�WS OF 1 /2' � -�=� � �_ __ I � / I 6 , f�UNDATIONS - FOOTINGS FIRST TWO BED JQINTS IMMEDIATELY ABOVE AND BELOY ALL OPENINGS , AND DIAMETER THRU BOLTS SPACED AT 24 ' O . C . BOLT H�LES SHALL BE 1 /2 ' IN OZ ARCHITECTURE � I � ' SHALL EXTEND A DISTANCE OF 24 ' BEY�ND EITHER S ] DE OF THE OPENING . DIAMETER AND L�CATED 2' FROM THE TOP AND BOTTON OP THE MEMBERS , • A , REFERENCE PR�JECT SO ] LS REP�RT PKEPARED BY INTER-M�UNTAIN STAGGER R�WS AND PROVIDE A MINIMUM �F 2 BOLTS AT EACH END �F MEMBERS , � � � ' \!�y �3 NOSEH4R ' T1P• ( - � - ENGINEERING LT ➢ „ NUMBER 90159G , DATED APRIL 1990 FOR ADDITIONAL E , ALL ITEMS REOUIRED TO BE BUILT INTU MASONRY SHALL BE ( NSTALLED AS THE � � ��'`/� \ INP�RMATION AND REQUIREMENTS . MASONRY �ORK PROGRESSES . CU7TING AND FITTING OF MASONRY SHALL BE J . LAMINATED MEMBER SIZES SH�WN ARE NETi OTHER MEMBER S1ZES ARE NOMINAL , LL _ / � � �4 0 � 7 o.c. F� War � �- -�� PERF�RMED BY MASONRY MECHANICS USING MASONRY SAYS , L � �- B . B�TTOM OF FOUNDATION �R GRADE BEAM SHALL EXTEND A MINIMUM �F 48 K . SHEATHING � � _ _ _ _ _ IMCHES BELOW ADJACENT FINAI GRADE , F , MASONRY NALLS SHALL BE TEMPORARILY SHORED AND BRACED UNTIL THE CONFORH TO AMERICAN PLYIlOOD ASS�CIA71 �N ( APA > DESIGN SPECIFICATION , - � /7 iSIXATION JOINT �� � I REDWINE-REIZLW INC. � _ � DESIGNED LATERAL SUPP�RTS ARE INSTALLED , LATEST EDITION . SHEATHING SHALL BE C�NTINUOUS OVER ( THREE ] ADJACENT ^iRUCNRAL ENGINEERS � i ' , &O. fTG. ,; � C . DO N�T PI.ACE BACKFILL AGAJNST FOUNDATION WALLS �R GRADE BEAMS UNT ] L SPANS MINIMUM . �i, - - I � _ ` � � I �� (3� BRACING FLOORS ARE IN PI.ACE , OR OTHER ADE(�UATE BRACING IS INSTALLED , G . i0W LVERTICALTGRDUT POURS SHALL NOT EXCEED 5 ' - 0 ' IN HEIGHT . 1 , > MAIN LEVEL FI�OR SHEATHING � 3/4 ' THICK TDNGUE AND GROOVE APA W �N t�vER, CO 80 02s� -� ' � � - - - - 2 - p5 � 2'-U tnP i '-7 A�IN. 4 9ARSIN D . FUOTINGS SHALL BE PLACE ON UNDISTURBED NATURAL MATERIALS . THE RATED SNEATHING 32/ 16 , EXPOSURf 1 , NAIL T� SUPPORTS 41TH Bd e � # i � (303) 292-531t �` �'r�'iCr� FoonNa w/ CONTRACTOR SHALL REMOVE ANY LD�SE DR DISTURBEU S�IL AND REPLACE MITH H . HIGH LIFT GROUTING � 4 INCHES O . C , AT ALL PANEL EDGES ALONG BDUNDARY , 8d 2 6 INCHES LONG RE1NF. NON-EXPANSIYE STRUCTURAL FILL COMPACIED Tp 95% STANDARD PROCTpR 1 , ) VERTICAL GROUT LIFTS SHALL NOT EXCEED 5 ' - 0' IN HEIGHT . O . C . AT ALL OTHER PANEL EDGES AND Bd E 10 INCHES � , L . AT pN�Y ( ASTM D698 ) AS APPR�VED BY THE SOILS ENGINEER . 2 . ) PR�VIDE C�EAN�UTS AT B�TTDM �F EACH P�UR . !NTERIOR Of PANEL GLUE FL�OR SHEATHING T� SUPPORTS VITH ' TITE- RE: P;1u� FoR Si:� iN ?oP OF �OOTING _ � 3 . ) TOTAL HEIGHT Of VERTICAL GRpUT P�URS SHALL NOT EXCEED 12 ' - 0 ' IN B�ND ' ( OR APPROVED E�UIVALENT ) . CONSTRUCTION ADFIESIYE SHALL S � x1 - - yi E . TOTAL L�AD SOIL BEARING PRESSURE USED IN IJESIGN � 3000 PSF ANY �NE DAY . MEET APA Ai'G- 01 . 4 J RECONSOLIDATE 70P 2 Tp 4 INCHES OF GROUT BETYEEN � IFTS , 2 . ) UPPER LEVEL FLODR SHEATHING � 3/4 ' TH1CK TONGUE AND GROOYE APA � p��,�� �' � �oopa��nu uuui��i��� , F . ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN � 40 PCF I . FILL BL�CK CELLS S�LI ➢LY �ITH GR�UT A DISTANCE OF 24 ' BENEATH AND 12' 4AINCHESE�?C1NAT3ALL6PANELPEDGES AND 8d12 10 INHESTO , CITATBd E � `��Q�O�•N gF ��� C STA1 R - 0 N - G RAD E D F D N . WALL FO OTI N G ST E P D ETAI L G , AT REST LATERAL EARTH PRESSURE USED 1N DESIGN � 60 PCF EACH SIDE OF BEAM REACTIONS DR QTHER CONCENTRATED LOADS . INTERI �R OF PANEL , GLUE FLO�R SHEATHING T� SUPPDRTS 41TH TITE- ? O < 4, = S1 NO SCA! t: ":0 SCA�� - V 'Q y' = S � B�ND ' (OR APPR�VED EOUIVALENT ) . CONSTRUCTION ADHESIVE SHALL _ .n rL � _ N , C�EFFICIENT OF SLIDING FRICTION � 25 J . AT BOTT�M OF MAS�NRY VALL , PR�VIDE DOWELS EMBEDDED iNTO CAST- IN-PLACE MEET APAP AFG- 01 . I � ,o � w CONCRETE OR HELDED TO STRUCTURAL STEEL SUPP�RTS AT EACH VERTICAL 3 . ) R0� SHEATHING � 3/4 ' THICK APA RATED SHEATNING 48/2a , EXP�SURE ;90 :�`�+� 7 . C�NCRETE REINFORCING BAR . DO�EL SIZE SHALL MATCH VERTICAL CAL REINFORCEMENT . 1 , NA1L TO SUPPORTS 41TN 6d E 6 INCFIES O , C . AT ALL PANEL EDGES � �% •. �N�..��G��`� A . ALL CONCRETE SHALL BE NORMAL WEIGNT AGGREGATE UNLESS NOTED . CONCRETE K . SPLICES NOT PERMITTED iN REINFORCING BARS EXCEPT AS DETAILED OR 4 . ) VALL6SHEATHINGC� 1 /2' CTHICKIAPARRATEDFSHEATHING , EXP�SURE 1 . �����4qsi ���Ad�p������� �' SHALL CONFORM TO THE FOLL�VING TABLE � AUTHORIZED BY STRUCTURAL ENGINEER , NHERE PERM R TED , SPLICES MADE ORIENT PANELS IJITH FACE GRAIN PARALLEL T� WALL STUDS , NA1L T� BY CONTACT LAPS , SHALL BE A MINIMUM OF 40 [ 60 ] BAR ➢ IAMETERS . SUPPORTS VITH bd E 6 1NCHES O . C . AT ALL PANEL EDGES AND 6d E l2 � ll e sl 11t • d U PIPE 3 SfD. COL r� I U�E �T.6ENSiT11 LEI�ENI 1L9?E8 SLlB�P ADDMIX- � gI,R INCHES O , C . AT INTERI�k OF PANEL . B �' /�- HOOK �OwN IN51DE FACE TOP RENIfORCING I ( PSI ) Gp�1TENj �M� 1� iN . TURES AGGR • (2 � L . PROVIDE �NE k4 VERTICAL , fUIL HEIGHT , IN EACH �f TYO A➢JACENT CELLS , 5 . > REFER TI] DRAVINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS . - G.H.R. t' IIfN. NON-SHRMN I 8�R 2'-V • FACE OF BEN� POCNET E0. I SACI(S/C , Y , RATIp ( 1 > �jjE EACH SIDE �F ALL OPENINGS , UNLESS OTHERMISE NOTEO . TYP•,r j r 0 �p� SIDE N , ALL TIMBER CDNNECTORS SHALL BE 'STRONG-TIE ' CONNECTORS AS . � F00T7NGS 3000 5 . 5 0 . 58 2-4 JS' 0-2 M DT81fII bf � ` vmmunito�+ wuis _ _ _ _ _ a000 _ s . s _ o . se 2-+ uw� .75' S-� GROUT qLL REINFORCED CELLS AND BOND BLOCKS FULL , MANUFACTURED BY THE SIMPSON STR�NG- TIE CONNECTOR COMPANY , F�LL04 - \ � � � � IXP. JOIM IMTEPoAL s s sLnB-or+-GR� 4000 6 0 . 48 2-� . 75' 0-2 SUPPLIER ' S INSTALLATION RECOMMENDATIONS , D.A.II. ` W,W.F. BF�M aOCi(�T wlpiH = BFiu� ot�R aooa s.s o . se 2-� , 7g• �� N . REFER TO DRAVINGS AND SPECIFICATIONS F�R REINF�RCING AND �THER _ � � REQUIREMENTS . 0 , PRE-ENGINEERED R��F TRUSSES � � Checked by EL = 10� WIUTH + 6 IJAI(. .. , :.,. , .., I 1 , > SUPPLIER SHALL DESIGN AND FABRICATE TRUSSES �- � r - w - - r - - a ��` u ° x - � - r -x- - x- 4� � _ 0 . WHEN TEMPERATURES DR�P HELOW 40 DEGREES FAHRENHEIT AT ANY T1ME DURING ON THE DRAVINGS PER THE 1990 EDITION pF NA ". `�' � ; - G .H. R t . vRA = YeTER a�DUCtNG �nnIxTtmE . MASONRV C�NSTRUCTI �N OR CURING PER10D , COLD HEATHER PROTECTION PRODUCTS ASS�CIATIpN PUBLICATI�N , 'NATIONA'. �, - ,� �•� � sa = suP� �.rsncizcx . � ,.� Date 2 . TOTAL a1R CONtENT, PERCENTAGE RANGE . CfWNGE TO 5-7 IF EMP�SED Ttl PR�CEDURES SHALL BE FoLLOYED , FoR WOOD C�NSTRUCT1oN , AND THE 1990 EDITI �� '� S1EEL BFAN c'rsEEZt� rEn�rwtu�s . INSTITUIE PUBLICA110N , ' DESIGN SPECIFICATIL ._. - �� J' CL�t. ��` 9 . STRUCTURAL STEEL C�NNECTED WO�D TRUSSES ' . � � � � � - __'�-_ - " -�-� B . ALL CONCRETE IN CONTACT YITH SOILS SHALL USE TYPE II CEMENT . 2 . ) ,iUPPLIER SHALL FURNISH DRAYINGS T� iHE ARCF' : � F ? n CT r' F� R R 1S� + , I i ' A . STRUCTURAL STEEL � MINIMUM YIELD STRENGTH 35 KSI (ASTM A53) FOR FABRICATION BEARING THE SEAL �F A PROFESSIi" a ,F _ RE PUN FOR BOT. � � � PIPESi 46 KSI FOR TUBESi 36 KSI AlL ELSE , UNLESS N�TED �THER4ISE , REGISTERED IN iHE STATE �� COLORADO , 1NCL'� ' � o - = pp ��, py., �yp� � C . SEE SPECIFICATIONS fOR ADDITI �NAL DURABILITY RE4IUIREMENTS . T � � � , - u _ - - � SHALL BE A PLAN SH�YING THE LOGATIDN OF THi � � �' y � ' I � ' ' � � _ -- - �� D , REINfORCING � M1LD STEEI REINFORCING SHALL BE ASTM A615 NITH A MINIMUM B . MINIMUM YELDS � AISC SPECIfICAT10N , N�T LESS THAN 3/ 16 ' FILLET , SUPPLIER 'S HARK . ,,, ' �� � � Q . C�NT ] NUOUS UNLESS �THERVISE NOTED . 3 J N� �PEN J�INTS �HICH DEPEND �N THE STIFFNE `.• � � + --- �'`- FOR f00TING SIZEAND � PROSAOE '�/�j x Y SLOTTED HOIES YIELD STRENGTH 60 KS1 . ALL REINFpRCING RE�UIRING YELDING SHALL C�NNECTOR PLATE T� TRANSMIT STRESSES HILL Et � � * t'- -� LKc�L iiUl'�: :� �° pEmFpp�yNC „ n.p. � r, � � gpµ �,� CONFORM TO ASTM A706 . YELDEO MIRE FABRIC SHAI.L CONFURM TO ASTM A185 , f o � � _ . _ __ _ _ � J� C . ALL GRODVE MELDS TO BE FUIL PENETRATI �N UNLESS NOTED . � . ) DURING ERECTI�N , CARE SHALL BE EXERCISED T;. � "� ' � � � - - NOH-SNPoNK CROUT � FULI. ARFA OF E . REINf�RCEMENT PROTECTION BENDING �F THE TRUSSES T� A MINIMUH . EXCES � , � AND � \ BFnw fIANCE D . YELDERS � HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A . Y , S , BENDING �f TRUSSES iS N�T PERMISSIBLE . � � I �!`� r � �� �--_ 1 , ) CONCRETE PLACED AGAINST EARTH , , , , , , , , , , , , , , 3' OUALIfICATI �N TESTS . 5 . ) THE DESIGN AND SUPPLV �F ALL TRUSS- TO-TRUSz: � - �j' � � TYpI CAI, DETAILS � _ 1- BISE PL 3 ' x 1V x � (2) �4 : 4'-U BElOW - CENTER ' ' THE RESPONSIBILITY OF THE 1RUSS SUPPLIER , O � � � - � ' 0'-tU w 4 �! '� Aa � 2 , ) CONCRETE PLACED IN FORMS BUT EXPOSED T� HEATHER OR EARTH � _ ON BFAA1 CENiEAUNE � - -�� � � `� � \_ u . BARS MS AND SMALLER . . . . . . . . . . . . . . . . . I - 1 /2' E . SEE ARCHITECTURAL DRAWINGS FOR NAILER H�LES � ATTACHMENTS , ETC . 6 . ) 1NCREASE IN ALLONABLE STRESSES F , '� ' !a� "'r I ! � + + 5 W/ S1D_ NFAD� 9 F11BED �_ 3 , AND C�NNECTIpNS DUE Tp DURATID' f - -i - � - I - y + 4' PROJ. (2) �4� AB. Wj 1 '-U ENBEDdENT, b . BARS k6 AND LARGER . . . . . . . . . . . . . . . . . . . 2 - �'-' I ? HOOK + S PROJECTION 3 . ) YALLS NOT EXPOSED TO WEATHER �R EARTH . . . . . . . . . . . . 1 ' F . HEADED STUD C�NNECT�RS � CONF�RM TO A . � . S . D1 . 1 , STRUCTURAL NELDING PERMITTED , � -- � �__ CoDE . uSE 3/a � MINIMUM DIAMETER STUDS UNLESS �THER�ISE NOTED . � ^� Scale � i `+ � +J 1 `� - CONC. FWNOAIKIN WN1 c HEADE➢ STUD CONNECTDRS SHALL BE AUTpMATICALLY END VIELDED IN P • INSTALLATION OF PRE-ENGINEERED SY " i ' � I i I - , � F . NO SPLICES DF REINFORCEMENT PERMiTTED ExCEPT A„ DETA [ LED OR PRE-ENGINEERED SYSTEMS SHALL BE It� ' . I _ �� /�' ACCJRDANCE VITH A . Y , S . D1 . 1 STRUCTURAL WELDING CODE . CONNECTORS � AUTH�RIZED BY STRUCiURAL ENGINEER . MAKE BARS CONTINUWS AROUND MANUFACTURER ' S RECOMMENDATI �NS ANL SPE� 1rICtiTlui . ., . ;htir DnFN1NuS NO SCALE CORNERS . YHERE PERMITTE➢ , SPLICES MADE BY CONTACT LAPS , SHALL BE 36 SHALL BE SNOP NEL➢ED . SHALL BE SUBMITTED Tp THE STRUCTURAL ENGINEER FOR REVIEY PRIOR TO BAR DIAMETERS MINIMUM , FABRICATION . ti/ G , STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACC�RDANCE VITH i G . DETAIL BARS IN ACCORDANCE WITH ' ACI DETAILING MANUAL ' , PUBLICATION THE AISC SPECIFICATIONS AND CO1)E OF STANDARD PRACTICE , LATEST Sheet IIO. � - r - - - -�'��-- -`- - SP-66 , AND ' BUILDING C�DE REQUIREMENTS FOR REINFORCED CONCRETE , ' EDITIDN . "' F� ACI 318 , LATEST EDITIONS . PR�YIDE DETAILS INDICATING REINFORCING �� ��� � CONTINUITY AT CDNSTRUCTION JOINTS , y��� �� �� �� � � � E I I P . I NT E R I 0 R C O L. �G . DTL . F B L/'1 M B EA R I N G D ETAI L H . PR�VIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT S � S � NO SCALE S� NO SCALE P�SITIONS SH�MN �7N PLANS AND DETAILS . DETAIL DIAGRAM EXPLANATION RE: M,�51 FOR , WOOD STUD WALL i � - ABOVE REfNNING WALL � , PRONDE MICHOR BOlTS PER ,r� RE: PIAN FUR OUT-OF-PLUNB �Nl K/S2- - - J � WMENSION OF WALL T � - - -- � x id PIER � R�NF. Wr (4) - ,/` - RE PIAN FOR f"F--- PLUYB t]NE — DRNEWAY StAB � �� PlUS�3 ADO �ff10NAL TI� • T�OP - � T.�M EL - -- • � - I i �� � � (2) �4 CON1. M EDGE � ' / � _ � OF SIAB � � � i . � % �_ - 1 _� � 53'-tl' � � �'-Y _ . . B' - - - 24'- � �. - — - - -- — � 4'-4�— �, - - - - - -- -- - - - - - ---- - --- - - - -- - . . . _ . --- -- � - - - - - Si A 1YP. U.N.O. TYP. WALL d� FfG. 80.OU / � �IMENSIONS U.N.O. , � S2 � � � - - - - - - - - — �� -� - - � ~ t — - - - - - ' — ?� �---- - -- -- — - — — — — — — — — — — — — ,� -- �-- . . . . , : , , _ . ,. . , — — -� -- " . •. , , ., � . :ti , � . + � \ I � / � m o _ � F II � I ARCHITECTURE / 107 � \ � 1580 LINCOLN ' ' I , . I �r:o.C.-=rm. e 7 ; S2 I � ' ^ ' s� P��� o>� ��x � I !�� 1 DENVER , COLO ! ±'� ( B i I ,.• I `� , , I • I 1 8 303 • 861 • 5704 , I - - - - 12`1i- I I V 1 — � � ; _ _ I I , '` i , I I � : 3' 0'x3'-Vz1 •-U FOOTING � RE7NFORCE ��� �- �� �r � r I � . � ,.- � W� �4� 1�4 x 2'-6� ,�; � H � � � � � � �' � � ' � �, . ( EA. WAY BOTfOM ��/ r F SIM. F.D. � ' � ' � S2 C 1 — � � � � I S2 �n �n �� - -- - -_ I I � ,� r � 06�-91 '4 _.3 -d � ''• � � ' '� - E � -�z to7' -o' I . I '� � $ I .: � � .:. S1 � - - � S2 �T.O.C. �.0 C. - � StEP TOP OF_ � � � F�UNDATI �N/LOVIER LEVE� PLAN N�TES � fl4CKFlLL THIS — � � FOOIING �:4,� \ I �: I 107 -0" 1 AREA TO EL 1D9'-a' , I '� �R �.C. I . LAB-�N-GRADE SHAL� BE 4 INCH THICK NDRMAL IIEIGHT CONCRETE PLACED OVER a INCH ; �, I S - � N I ' fi � I ' I � � Y I � . I '� n I "'� 17 I LAYER OF FREE-DRAINING GRAVEL AS SPECIFIED AND APPROVED BY THE GEOTECHNICAL 107'-0" I .' �• ' •,. ,,, 1 i ENGINEER . �T.O.C. ' � ' +� I I � ° I 2 . REINf�RCE SLAB-ON-GRADE HITH 6X6/u2 , 1XW2 . 1 W , � . F , CENTERED 1N MIDDIE OF SLAB . b : I .:' I +a I � I ' ' �+ • TYP. 106'- y `• SfEP TOP OF XXX' -XK'� ! � ° `� ii SUB-ON-GAI�DE � TYP. � `^ :� � 2 � ( - /�.O.W. T.O.W�\ : � FO'OTING 3 . TOP OF CONCRETE SLAB-�N-GRADE ELEVATION NOTED THUS � --- ON PLAN , LO P E R � � � �n u, 4' CIXJCREfE � � • 106'- 4" _ � � �1 T.O.C. � (�p} p') 4 . ALL FO�iINGS SHALL BEAR ON UNDISTURBED NATURAL BEARING MATERIAL HAVING A SAFE I I ,. '� - - - — - - � `� � �1 L�AD BEARING CAPACITY AS INDICATED IN THE GENERAL N�TES �N SHEET S1 , RESIDENCF � � � ' � - - � , ,: - ,� - - - - - - � � � --- � 5 , BOTTOH OF F�OTING � ELEVATION NOTED THUS � tXXx ' -XX ' ) ON PLAN . STEP TOP �F FOOTING x- Z�-p — — — — — � � t' I YHERE N�TED . STEP BOTTOM OF f�OTING PER DETAIL ON SHEET S1 . I '�; � } ;. ; � ; �. - - � I I ,. , � � I 1 X��-X� -- � �i , , � I (�pp•_�) C I F ± 1 6 , TOP OF CONCRETE FOUNDATION WALL ELEVATION NOTED THUS � — �W� ON PLAN , — i :� 'i � ' 7 RE � DETAILS FOR uO�D STUD VALL CONSTRUCTI �N . I I =.. � � ' � j_ ' I _ _ � � I S2 I � S� c� 8 , RE � ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION �f OPENINGS IN MASONRY AND 400D VALLS , � - - - �- -- - - --- ---� , � � - - • . -� _ - - - [ ] I ,l_. ., ,, � - - � - � � � � � , SlEP TOP OF I — — —�103'-d) \ %- � � i � � i �" � � � ` „� '� SIM. �� FOOIING � � � 3'-6'z3'-6�x1 '-U � � �� �ia� : I '� I' � fTG. � REINF. W/ D s2 j `r��� t� o•-2;;' Y: (+) 14 X s-�' S2 ___ios�- <"�;, ' ' ,� � ` 14 ', VAIL C7T,O.W. 110'-2 � ' Ea WAY BQfTOM T.O.W. — i— _._ lz � Q COLORADO STEP TOP b, �. . ; . , � .. , . � . . _ 1080.W�, NC ��°4 0 W F� : - - - � � � — �,as -+•� � -_- - _ 1 = -- _ — �_ � 2—� � 2 i — — , . �-- - I - -- -- � - (to2 -�'1 � 6� a'-V a'-d 6'-0' I �'-d � 6'-7 3'-� 9�-� - 1 '-4' � 9'-6� a'-6 � � Z� "Q' �' K � �k- -- - - -,f� � fi - - - � �--- - - - �` 'r' � 8x8 Wf(H �,f , � � � fi (X 3'- +� H1GH R.O,) � � jx 3'-6� HICH R.0.1 -- - - � �� qpSB FOUNDATION / LOWER LEV PLAN � - - - „ � OZ ARCHITECTURE � ��� - � � - � ��� , ���, I � � � e� � C� ,o�� �,��� ��/ 1°/ ��.�� +� '�° '" 1 ,� -- r REDWINE-REIZIAN INC. JQ ,`' .�;: .\� �$: " � �/ :a � I / -- - , STRUCTURAL ENGINEERS r 1 1� i .�,� . '�/ Si �� . ± � �. ± � �� �O ' �°� � � ��_ � � �� � �� ����✓_ � � '.3 WAZEE� SUITE 350 iYPICAI AT BFAM BEAWNC `�%' '�� '`� �' '' /`�ti � �j `�n � �� REDWINE , - --- - -- -- - -- - - - - POCKEf � 4 LOCATIONS ��� �'� ��j; � ; �� •� �A� � � ��, / I t :� �JYEN, CO 80202 -k- ��- - -- - - - - - -- - - _ _ _ _ � I/ � 1303) 292-5311 � V {� /J BP2 RE: ARCH. FOR G1 t � (^\,i / /� (/ � i , 115'-9f4_ _ 113'- 11� CONNECT BASE Pl TO FDN. WALL W/ � i rr �...� / � � F' t+ : � � T.O:� (2) ANCHOR BOLTS PER Ei51 � �y�/I� /nl� , I GROUi BfiW 9FARING POCKEf $OL,ID � � �/v I , I ``�o�`oo�Q��REPrO,g+'���� I --- — —� � .`�@ .�...m, a�' ., ' �,y � Q�O;��Q.�l H. ; — — C/ V �, � .O ; ,�� sssoQ _ , -- _ .c� _ � � � _ ° 2 �� � � BP2 � INDIfATES �AA1 BEIfiINC PIATE � � J/��/✓/ � `�a /� � �4a c 115'- 93�;� •� -- � B 1HU5 115'-0 � � (/ �" \ �//,'/,''/ � ...,p����```\ � - . - � � �i � — T.O.W. �T � �i�nnmtunoa�� i T.O.W� I � � 1O � h � � � V1 . $2 � 3 � . . . _ � �, � �� 1' 31 �`i; �` ca I _ � q � � I ,�fi - � � -- � o — AV2 � j — G .H. R . N I '� . _ to t 13'- 11' ,9� _ ,9� � / M � � , � I e � — T.o.—w.�� . � ,. o , ; sp Drawn by I � � � � ; � � � � \ l� MAIN LEVEL FRAMING PLAN NOTES � - D .A.�V. � S2 ' �I t te�-s' ��" xxx' - xX' Checked b T.O.W� � BP2 � 1 1 . TOP �F CONCRETE F�UNDATION VALL NOTED THUS � �T O.W. ON PIAN . Y i � � �, � 2 . TDP OF STEEI BEAM EIEVATION NOTED THUS � ( XXX ' -XY ' > ON P�AN . - G .H. R Xxx'-xX' o � � 1 1 3 . TOP Of PLY4��D FLOOR SHEATHING N�TED THUS � �.O.P. �H PLAN . t° i K b I ' 4 I' 115'-0�/ " � � 4 . DIRECTI �N Of fL00R AND DECK SHEATHING SPAN 1NDICATED THUS � �� �N PLAN , D8t8 �' i -- I S2 � ' � T.O.W. �` � 1 ' S , ALL EXTERI �R STUD WALLS SHALL BE MAUE USING 2x6 STUDS ( EXCEPT EAST YALL OF STAIR WELU . ` � % O F RE�T A IN I I J G W A LLn� � T� ALL INTERI �R STUD WALLS SHALL BE MADE USING 2x4 STUDS ( EXCEPT EAST WALL OF KITCHEM . � BP2 L 1 � RE � DETAILS FOR ADDTI �NAL IMF�RMATION . 2 g O C T O B E R 1 9 9 2 I � � I .�}`O/ 113'- 11�� j 113'- 11" 113'- 11� � � 6 . RE � ARCHITECTURAL DRAWINGS FOR LOCAiI �N AN➢ EXTENT OF ALL WOOD STUD WALLS . � "�1 ' ; �.O.W�7` T.O:�. �O.W�, � 3 ^ I 7 , RE � ARCHITECTURAL DRAWINGS FOR LOCAiICJN AND SIZE OF R�UGH OPENINGS 1N YO�D STUD IIALLS , I � I ' I � / t15 -9 �- 8 . RE � ARCHITECTURAL ➢RAWIPJGS FOR HANDRAIL AND STAIR DETAILS . �2� �,o �, � ` � I '�b.w. �' FOUNDATION /LOWER I ' � — --� �`� � ' � ; � . . wio �o '^ wio �o � � _ - -� LEVEL PLAN ;' ; � ,� � � �i - i �s� '/z ) - iis� '/s ) _ 1 _ � - - - _ AND �2 BPt I BP2 � i i � s'r9o.� ` . _ - " i � s oy ' � is o'xi / I ; �-f . - - — � �, l�a°F�, "°usEl ` �,. � MAIN LEVEL < , .ow a�a � i � o.c. to.w '�� , , P P � O V E � — . . _ _ _ _ _ - - -- - - — -- FRAMING PLAN RE _ F_ CL ;,, � �� � � - - � � . _ - - - _ _. , � z 13.75 (115'-9?/�, , , N ; _ � T O W N O F VA I L � � 2x6 SfUD wALL Scale � N G �' � ^ � -- - - 2xe � o. x . 1 /4„ _ 1 ' - 0„ w � i x � � � 116'-8" � s2 s2 � 8 � BY.r._ �_ ._�DATE__----------- -- � - T.O.W� �- , - -- -- - - — - - -- - - - Sheet no . � - -- -- - ----- -- , � � ce x i3.�s (, is�-�?,) � i i � 2�-o" � P / � 7 H to�-6 - -,i�- -��'-6 — - - — ; �' �. — - T.—o:w.�' S2 - -�X j, � MAIN LEVEL FRAMING PLAN � S3 o _ , _ „ � 1 , ` � „ 1 U m 0 B C �� 2s•-o' 55 SS � �vT.O�- - - y (2) 2x6 STUDS � 12' 0_C. � � - � (3) 2x8 (3) 2x8 (3) 2r6 FIAT (3) 2z6 FlAT (3J 2x6 FIAT FULL HENI{T OF WALL �_ - - � - - - - - - ---- -- - - - � . - -- �---r- - - - - - ---- --- - - � - ,� _ , - __ � - - - -� � � � , ARCHITECTLJRE � -- - _ I� 1 1580 LINCOLN �, � i � . _ — �- � � DENVER , COLO � — _- - -- — - - � ' � 303 • 861 • 5704 n^ ('' ?x� WIEPoq�i (�p BFIPoNG � (2� 2y10 _ (2� 2t10 I ` `' � I � - - _-- .—� I � � � ' II II � � b rn � � �, � � , I, � I I � I � � � I � • ' � � $5 H g I I o � I o 0 1 ',, $5 a b $ I b b . � I � a ' & � � < �� � �� � � SS 1 II I N � I I X I I � I V . � I O N I . � � �° � � � , � � � ol � I o x ^ o � , ` ° " � � LOPFR N � � ZV�— _ _ — I N 3 � N �T.o.P. I � i �_ � � ' � � RESIDENCE �- � � � ' � � �� qy_g� �3� zz�� "' I UPPER LEVEL FRAMING PLAN NOTES � C9x 13J5 - - - - - - L � � 1 I , T�P OF STEEL BEAM ELEVATION N�TED THUS � ( XXX ' - XX ' ) �N PLAN . � I � � (3) 2x8 � I � 2 . T�P OF P�YNOOD F�pOR SHEATHING NOTED THUS � XXX'-XX" ON PLAN , � � �T.o.—P. —' j I �, I � 3 , DIRECTIDN OF FLOQR , DECK AN➢ RO�F SHEATNING SPAN INDICATED THUS � `� �N PLAN , S5 ,,, ' � � ' I 4 . ALL EX7ERIOR STUD VALLS SHALL BE MADE USING 2x6 STUDS < EXCEPT EAST YALL OF STAIR YELU . - - - - - - - - - -- - � - - - - - - - - - - - - -- - ----- - ---- ----- --- - - - - - - - - - - -- - I � �I ALL INTERI �R STUD HALLS SHALL BE MADE US1NG 2x4 STUDS <EXCEPT EAST VALL �F KITCHEN ) . . (7J 2x8 (J) 2z8 � � (3) 2.8 W10 x 39 (125'-tt '/s) (3) 2x8 ! �_ PRDYIDE ( 2 ) 2x8 ( MINJ HEADERS OVER OPENINGS IN ALL 2xa STUD VALLS . � RE � DEiAILS F�R ADDTIONAL INF�RMATION . � . C8 � t },75 (125'-8') x � � � l J � 5 . RE � ARCHITECTURAL DRA4INGS F�R L�CATION AN➢ EXTENT OF AlL ���D STUD 11ALLS . VA1L � V , j 6 . RE � ARCHITELTURAL DRAYINGS FOR LDCATION AND SIZE �F ROUGH OPENINGS tN W�OD STUD VALLS . COLORADO 2 K 8 DECK JOISfS AT t6 O.C. � i 1 7 . RE � ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR DETAILS . r L� t � SS S5 SS 1 1 J UPPER LEVEL FRAMING PLAN � S5 OZ ARCHITECTURE - - - - - 2x8 fASCU - (4) SNOS BElOW-- - - -I l` I : 1 - � - - REDVANE-REIZIAIV INC. � '-d 9'-6' - �1�--4 � - - - - Z�'-d a�-� 9'- * � d � � �� - - I HIP k0.STER TRUSS � TkUCTURAI ENpNEERS � I I I � - � �cN. a �oana+s � � :s wnz�. su� 3so - - (3) 2x8 (3) �s�i���2 �� �3) �3�i ��i �� ��) �}��_ ��i �� �3) �3�i ��i��- REDWINE i :JER, CO 80202 - - - - - - -- - -- -- - -- - - � 13D3) 192-5311 _ - -- - - - ' -- -- - - _ �, -- -- � i I S �� rtl. � � � � , � _ � � \\�„�aa�unumu�n,� ,r�� �yQ flEG%$' �Giri � � �c -- SiANO TRU AT 2'-U O.C. --- — - � � I `\�Q`Q�oo�°N 9F�e^�4� j � I � ' ��o�v0� �� a ,� = w �e b ! � � � � � I � °� 2� c�:-' Y n^ � � °�a �7� WII I I � �4/ I O I %� . eDe> � �C�i� �Qi � ; ,,���,� n�� ���,,, � ��������„�,,,����� ' � ; , - ' � � � �4PPROVED , Ueslgi � � tt � y � �,� ' � '; � � R� %� � � � T O W N O F VA 1 �L - c .x . R. — � - - - --- -- — — — — - - — - - � g i . BY..— � f/ DraMrn by �� SIOPE = 4:i2 i� �� SLOPE - 4:12 � _ - � n .A. w. - � � u � .-` �.._...DATF�l�,�..,��' � � Checked by � � � Y \ I � G .H .R �� �° � I Date ' �� � � � � RO�F PLAN NOTES � � � , � ,, -xu i � 26 OCTOBER 1992 � ,� � � � � i I � I � � � 1 , DIRECTION OF R�[7F SHEATHING SPAN IN➢ ICATED THUS � � ON PLAN . I , I i I _ � � 2 , ALL HEADERS SHALL BE BUILT OU7 TQ 5 1 /2 ' � IDTH BY AADING PLYU00D SPACERS AS REBUIRED . x � I i I I ' I I 1'' i I 3 , RE � ARCHICTECTURAL DRAYINGS FOR ELEVATION OF B�TTOM OF RLL HEADERS TYPCIAL . vI I I I �I I I � i I 4 , ALL ROOF FRAMING MEMBERS SHL1�N ABOVE YALL TOP PLATE SNALL BE DESIGNED AND SUPPLIED UPPER LEVEL OUTSIDE FACE BY TNE PRE-ENGINEEREO R��F TRUSS SUPPLIER , RE � GENERAL NOTE 0 . �N SHEET S1 FOR OF STi1D � I ADDITI �NAL INFORMATfON . FRAMING PLAN rn'� - - -- - - - - — 5 . R�OF TRUSSES AND OTHER MEMBERS SHALL HE DESIGNED F�R THE FOLLONING UN ] FORMLY (3) ��/+ � �/e Lvl� (3) �3/i �ii LVL (3) 13/i '/i �� �3) ��/: �/i LK �3) ��/i �%i �K �3) i�/� �/i L4L (3) 2x8 DISTRIBUTED LOADS � AND � I AREA LOAD PO1NT OF APPLICATION :, , � — - - - - — ROOF �- - � - L-- _ - - Q a = 25 PSF TpP CHORD � 2x9 FASCIA OLL - 100 PSF BOTTOMaCH�RD FRAMING PLAN `� �D � �� ��� K HIP FlffTER � TYP -_�� 5cale DISTRIBUTION �F THE ABOVE DESIGN LOAllS T[: I �DIVIDUAL MEMBERS SHALI BE PERFORMED BY THE SS TRUSS SUPPLIER IN ACCORDANCE YITH ACCEPTED ENGINEERING PRACTICE . RE � GENERAL NOTE p , ��� ON SHEET S1 FOR ADDITIONAL INFORMATI �N . REi PLAN AND TYPICAL EAVE DETAIL FOR DIMENSI �7NAL 1 �4�� = 1 ' - O � N RE�UIREMENTS F�R RO�F TRUSSES AND �THER MEMHERS . � � Sheet no . � ROOF FRAMINC PLAN � , ,, U., � � � �' - ' � S4 � � b _ m � , � � , X YARIfS � RE: ARCH. � YSMOOD FRAMINGCt� ` - � � - OUfSIDE fACE OF JAMB � FOUNDATION WML 2u6 BIOCKING -- -` - I` - . - � II _ _ -- W10 /--- at8 fAqA � V / _ __ - - - - -- ne suo ww _ _ ---- z�e sruo wnu (�) i'/�,�',� �ri ,uue �� ��� carr. � ,ioisr ` �' � H i' , � � ' v�� z x comr. � � � ss ! 'i ARCHITECTURE SIMPSON HU5210 W/ - �, � FaR , , ; � 1 S 8 O LI N C O L I�' _ _ zxiz corn. wu ,aisr -- �2) zxi2 mM ,iorsr siwPSOd uss - BEND NORiH 10d � � y ' iMO �nc� � r:o.s. E�. -F = - - -- i F � r , � DENVER , COLO � e� _=_� z6�-v _ � � = izs•-�' _ _ , / 4: - o�a�e�cunsr N�FaE - � ze,-0_ I � �. v_nmES _ a� ioa ca�uoN iMO dasr + - , _ - �� � - - _ � I � 3 0 3 • 8 61 • 5 7 0 4 � mE ' , � _ � � � �� 2x�2 �tooe ,ro�srs - -- - -- - � � � + �� I I; ' -- 2x12 F100R JOISf �- (3) 2x6 HORIZ. BEIWEEN I � I i W10 f I� � � - JAN85 � EXtEND � '-0' iM0 i ;- I � (2) 14x4�Y�5��t_e x �'-6 �� I � 2x12 fL00R JOISf - 2x11 SO110 BLOCHING 0 1/3 POINIS WALL FACH SIDE OF WINDOMS 2z12 ROOf JOIST i w� �Z� NOwS OF ��� v I� � �I ALONG JOIST 5PM! i A325 BOLTS ?x6 SfUO FA SIDE OF I � 2x� LMD BE13tINC WMl � ��� WALL SRID � � � - - - - - - 2x6 STUD WALL _ — 2x6 SIUD WALL I IM0�6 SR1D(S, �� {�t' 3��� � - - _ --- I � - .v,- - - , - 6 16d FACE NPIL FA SIDE - OUIStDE FACE OF FOUDIN�110N - - - �10 SN� WALL / W� - �` _ -- ' �- - 2x6 STUO WALL - - � LOPER RESIDENCE A EXTERIOR WALL DETAIL B EXTERIOR WALL DETAIL C WINDOW MULLION JAMB DETAIL D SHED ROOF DETAIL E STEEL BEAM & COLUMN DTL ' S SJ 3 , ' a" - , - 0" S5 3;�4" _ � ' - . �" c� 3; a" - 1 ' - 0" JJ 3, 4" � 1 � 0" JJ 3/4" = 1 '-0" J RE: ARCH. FOR HANDf+NI DEfNL � 1VPICAL rRE: F/55 & G/52 FOR � 2x OR DOUHLE /� PLYWOOD ` - - ' AODITIONAL INFORAUTION � BIOCKING PANELS �- - - -- - - -� ROOF SHfATHING � RE: C/S2 FOR �DDmONAL� � IGFOR1laTI0N i . 2x8 fPCIA PRE-ENGINEERm ROOF 1RUSS - � - � �/ (3j 2�12 - IYP. AT �: r�nr, No�s roa nomar+ai VAIL , �sr r�0 w�ST wuc�s wFDRwna+ COLORADO '+ - - F�lD Of C8 2x12 RWF PURl1N � � �1� �TAPFREU SHIA1 ON TOP OF � q -r - - �P- - - —F- � � r�: u/s2 FoR wwc�rt I �� �w ,w�sr 12 ���,i n�u ea� • � I I � �� wnu aErorw ��,vrc��;��8--� 4 I i2 � 4 r - - C i�-U o.c. � � . I . . « n- � EL 126'-0' I � \ � j� \ . - - - _ - 7C- � - - - - I�� � f— 2x DEqUNC � a _= !26'-U' _ � __ i — � 1 --�� � _ -- �- - - -- • p � i �' � , --- - �� � , � � ��� �N �� -- --- ; � i ; � ; ' ' �, ' � __ � sn�soN HHU s,o-a w/ uPwu+o ��" ='-�''-�- � � OZ ARCHITECTURE ` � `° " � �- � �� + + � �' � i + � r.os. �. _ � � : \ � ` , I SLOPINC SEAT dt PIMI SKEW 10' � SII/PSON H5 FaCH SIDE � IYPIGU � � ' - R � � I � I RE UIRED E. PLAN - AS 0 � �l - -- - � - - - - - - - t25' 1t /s � _ I .- I - � � � � �+ �� \ ` - - — (4) 2x10 W/ PLYWOOD SPACERS BUILT I \ TMWPSONSIMPSON � 2�12 FLOOR JqSfS � (3) 2x8 BEYOND W10 \, ` OUf TD MATCH POST I \ iU26-3 � iRIPLE � (3) 2x12 SIYPSON L6 212 JOISf - _ _ i uEMBER � �3) 2x8 I SP)ACERSw/ Oi1R SPACERDaT �` — SIAIPSON EPC 88 POST GP � WESf \ 2x6 SiUD WNl r 2�c8 LEDCFR ' D(IERIOR El(POSURE ` _ �R � TYPICAI PRWIDE NAILE� CONNECfION TO �,_ f�DN7NE-REIZUN INC. � SINPSON EP 88 POSf CM � fIST � 2x8 JOISIS 0 16 O.C. I -- �12 �� '�5 \ — 2z8 FACIA 1 STRUCfURAL ENGINEERS � BUILT UP BfAN L'43 WAZEE, SUI'E 350 `� — z.e e�ocuir+c ' -„'� - � �tan� ru��o e '/,� n+au aar , REDWINE I � -_ CONNECTION TO POST � � D'tNVER, CO 802D2 - . - - HFADER � RE: PLM ' — � - - - Bx8 POSf � � r � (J03) 292-5J11 -- i ! RE: MtCFI. FOR t � �-�1� -- � 3'-d � SOUfH �, L ADDRIONAL INFORWTION � , I 1'-6' 1 NORTH, EASf k WESf SAf� l � Z -p I 3 -� - ,r r 2 -d - i �� uammuunpn �� � _ 1 ti 1 .��QP�� A��/��,�y� ` o oo.m � i�� � o��6���( H. qF.�'y ' `io� ; F CANTILEVERED DECK DETAIL G CANTILEVERED DECK DETAIL H JOIST STEEL BEAM CONN . DTL . J SHED ROOF EAVE DETAIL K HIGH ROOF EAVE DETAIL ;�°° 2� E $5 3/4" _ � ' -o" ( LOOKING WEST) $5 s;' �' _ ' ' - d (LOOKING NORTH THRU WEST $5 s��4" _ � '- 0" $5 3/a• _ , • - o" S5 3; a' _ � �- o" %,, . . �,�:��;`�: EDGE � F�1ST EDGE SIMILAR) ""n ,,,,,,,p,���`O�� RE WIDSCAPE DWC. � RE: B & K/52 FOR _ ,I - - fOR T.O.W. EL � �ADDITIONAL INFOR4ATION� Uesigned by �- - --- - C .H.R . RE: ARCH. FIXt� - ---- - � / , ' � ` - , ' Drawn by DINENSION TO TOP ` - Oi' CONC. ; _ -- - - - sra+e v�NEr - D D .A. . rt � P p 1\ O � � � Checked by I RE: IANDSCAPE DWC. FOR LOCAlION � - i k IXTEN� OF RETNNING 'MALL - � TOWN OF VAIL G . H . R ; � Date _ SY .`_^�.�.�� .._..DATE�� ..._ � �I 26 OCTOBER 1992 �� - -- - -- q �„ _ � . . . �- � � . . , .. . '�, i; i , . '�"�� '- _� Ib SECTIONS � � �-- �4 x _J �, � OOWELS � 1 '-1' �D • � 8' O.C. s � DETAILS y `- � 3 � � ' � _ 1U- - - 6� _ 1 ''� �" � ' _ _ - -r — (2) }�5 CONT. Td�B � � , � ' �4 x 2'-8' � iB' O.C. SC8�1@ • Z — � ��` � AS NOTED I � :- I �— (S) t4 CON'. �N F1G. _�_ Sheet no . � �ni L i - . il�int':i�l i gi - � - °' � r-r �, � L SITE RETAINING WALL DTL . S 5 S5 3;4- _ � �- a� � • � � , . � IY � � - . � , . �,� _ i . ,�i ,- �� J� C - T _ _ _ N 88 ;34 '11 " W 135. 00 ' , - - - , , � _, � �' / � , � � I 1 � � W 4; � ? R 1 W ' � i ��' ; � � � I h � I � �' I h � ~ 1 � � i � �� � C� �7ii ` ' S � r f_ = q � �_;� i . I _ ' ""' ; ? 1 �'�;' �� C,� �. I ,� M,4 /�'HOLE .� 1 2�. 4 J RLM El EV. = 8592 �� , + l�/ �! E/ E I;: �`C}��. a:� � '� � r �.� � I � � ;' W v 8 „ CO R � (V _ �_`' -i124. 4 ' NC E-TE- K,qLL ' � ;' , r ' c, � I � � ,� � � � �.% "' � o T`y s3 � � � . h I ti" � ��S.T� �� � � 1.91 " ll 'j �O��F��y 2N0 FLOOR �y,Cnp O CK � �„ N ` � , u u � � ��� � tii ; — io � � - - 1 � �S �CL/ � 3q, � � . l hereby certily thot this improvement locat;on cerfificote wos prepared �\ � � 0 T B ? � �i �5.,,�� ^ -'�^� !or the morl9oge /ender ond the title insurance company, thot it is not o � �' � '�s v � � ,�'` land survey p/at or improvement survey p/ot, ond thot it is naf to be re/ied � S� � � G�/1/T �v � .� ry' , ..' � � upon for the establishment of fence, b�ilding, or other future improvement � , �' �O _ �q � lines. I Jurfher certiJy Lhot fhe improvements on the above described porcel I �� 'a ; O � � ^ S � j'= •� p� �f� � '- � v � an thls dote, except uti/ity connections, are entire/y within the boundories g " I� Q' J p G l ,� � 1'� i�se p � " � ' - o/ the porcel, except os shown, that there ore na encroochments upon the � (,� � � � � .� �yy ^ � \ � describad premises by improvements on ony adjoining p�emises, except os O I �F� , J� � � h � e " / � f„ , indicated, ond thot fhere !s no apparent evidence or sign of ony eosement CO �ER� � p � u W I � '" � , _ // � � crossing or burdening ony part of soid porce% except os noted. ���T E�: TRr � � � W ��' so Jf ^ a c �( c� �vyZ � y � <v " xl � ti p rc'✓P � 7his cerfificote does not consfitute o tit/e seo�ch by /nter-MOUntain ^• I D,Q/� � y.�. =Q 4i � I .� h �� Engineering to determine ownership or eosements ol record Por all ^ F ry J � information regarding eosements, rights-of- woy or tiUe of record � �'9Y ` � / �� / /^l lnter-Mountain relied upan the Finol Plot of �oil.!Pototo Potch. / � � �� � � ./ cC _ 34 ry � � O �' X � ) t � nj �, K �i "( r' P u �, 5 � 5 � �00 �, _ � � �� �� _ . ��_ �y�0 F� �R NOAC£� Accordinq to Co/orodo /ow you must commence ?O ' ^• � �ECK ony /ega/ action bosed upon ony defect in this survey _ „� within th�ee yeors olter you first discover such defect. Duone O. g E .LS 26 , � E' � ln no event, moy ony action based upon ony de%ct in �� CTR�C � � this suivPC� be cemmenced r�ore thor ten �r. ars from ' �/ �� �¢� � ` UT���.�� � the dote o / cerfiFicalion shown hereen. ?4 " �iSJ ¢S , FqS��eNT � �° �� OATE RFVISIGNS • 3 P . 0 . 80% 978 SUITE 101 \ \ C \ S ? OU�7 METCALF ROAD ������ !42U VPNCE STHECi ' \ p303 ) 909-507262J ���i�nng�� LAKEMCICI`. - 303)❑2326CI58 �1 � = 15 '15 '44 " ����'1 TQ R = 269. 28 � � � �'� IMPRO 6�EME/�✓ T L 0G'A TION CEk TlFI�A TE g 2�4� P� T G'y L = 71. 73 ' � �.« .r �,� � OR/�` � °� V VAl/PO TA �O PA TCH 4�28;�94 �4Q ) _ D. o. F. TOWN ;,�F VAIL, EAGLE COUNTY, „�, �- 2U- / � .� � I COl ORADO � oF � 5-�cue � o e�� �