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HomeMy WebLinkAboutVAIL VILLAGE FILING 3 BLOCK 3 LOT 2 & 3.pdf Town of Vail Building Safety and Inspection Services 75 . Soutn Frontage Rd . Va � l , Colorado 81657 ( 970 ) 479 - 2138 Plan analysis based on the 1997 Uniform Building Code Project Number : BO1 - 0191 Date : June 11 , 2001 Project Name : Beaver Dam East Address : 363 Beaver Dam Road Contractor : George Shaeffer Con . Occupancy : R3 , U1 Architect : FritzlenPierce Construction : V-N Eagineer : Boyler Engineering Report By : Charlie Davis NOTE : The code items iisted in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . 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LIGHT fl%NRE � � � � OUAD (DWBLE DUPLEX) RECEPTACLE O 18' UNLESS NOTED � SURFACE FLUOR. LI(�iT FIXTURE I"fETER/CT T�s T�5 METER/GT � �++ _ � � W � DUPLEX CEILING RECEPTACLE FIXTURE DESIGNATONS: � � � � � FLUSH FLOOR DUPLEX RECEPTACLE UPPER CASE - FIXTURE TfPE F6 = 8 KAIG OO OO OO OO OO �'O OO CO M � Z �.f� LONfR CASE - SN7TCHING DESIGNATION � Z W �j � FLUSH FLOOR OUAD RECEPTACLE SHADING ON Fl%NRE = EMERG. BATiERY BAqCUP REMOTE SI-IUNT� �f2EMOTE SNUNT W TRIP MGB ��p ��p 4 TRIP MGB � X r � 51NTCHED FLUSH FLOOR SINGLE RECEPTACLE ON DIMMING SYSIEM �� FLUORESCENT STRIP FlXNRE OD 6l � � SPEqAL WTLET AS NOTED �+"�� TRAqC UGHT AS NOTED OR SCHEDULED ACTIVATOR PER � Q Qt JUNCIION BO% IN FLOOR, CEILING OR IN WALL 4 0 0 0 o VANITY FlXTURE }��R ACTI VATOR � � � � NEC -- F5 = 152 KAIC F3 = 19.8 KAIC —y NEC --- �2 = 23S KAIG � � F4 = 16 .9 KAIG --- � � COIL (CONTACTOR) � WALL WpyiER (UNSHADED HALF = DIREC710N) � OO O PI = 3Z KAIC � �Y o � Q PUSHBU770N �• POLE-MOVN7ED FI%TURE � (� � PHOTOELEC7RIC CELL � POST (BOLLARD) FIX7URE �� `� � � STEP LIGHT � �C TIME CLOCK � CEIUNG OR WALL MOUN7ED EXIT LIGHT �' � MOTION SENSOR � � N20 L STE�2L C3 N 5ea1 e DINSION 15 EWIPMEN7 —► GRCUIT HOMERUN –� DISCONNECT SMATCH $ SyNTCH/DISCONNECT � ��S SUBSCRIPTS: � � ° CIRWIT BREAKER 2 = z-POLE SWITCH 3 � 3-WAY SWITCH �- CURRENT TRANSFORMER 4 m 4-WAY SWITCN m TRANSFORMER K � KEY-qPERATED SN7TCH TO = 7HERMAI OVERLOAD SIMTCH � METER P = SMATCH YATH PILOT IJGHT WEST RESIDENCE POUJER ONE - LINE �AST R� SIDENCE POWER ONE - LINE � MAGNE7IC MOTOR STARTER D = DIMMER DS = DOOR SWITCH � NTb a DISCONNECT SVATCH � - - - - . _ . . . _ . � 7� PANELBOARD OR LOAD CENIER. SURFACE OR FLUSH MOUN7ED A66REVIA710NS � O SIMTCHBOARD, MOTOR CON7RpL CENIER OR qSIFtIBU710N BOARD C - COMPUTER, DEDICATED POWER, GROUND. NUETRAL � TRANSFORMER AC - ABOVE COUNTER BC - BELOW CWNTER \ /1 u1 ---�b� IXtWND AFF - pBOVE FINISHED FLOOR �� Z B CIRWIT BREAKER A,u - q�MINUM ISHED GRADE � �� � � MOTOR OURET CU - COPPER M Q AUTOMATIC TRANSFER SNATCH DESIG. - DESIGNATION w z EM - EMERGENCY GND - GROUND O F GFG - GROUND FAULT qRCUITINTERRUPTER FA FlRE ALARM CONTROL PANEL NF - N0T i"USED UJI RE SCNE DU LE EG2UI PMENT SGNE D U L E � U � ANN FIRE ALARM ANNUNCIATOR PANEL NIC - N0T IN CONTRACT � O NL - NICHT LICHT n � �F DWBLE-ACTION flRE ALARM PULL STATION NTS - NOT TO SCALE LL , � "2 BARE COPPER IMIN� 120/240, 800MCB � Z � STROBE � - �AiH R�PROOF O � � O � COMBINATON HORN/STROBE OR SPEAKER/STROBE %FMR - TRANSFORMER DIREGT BURIED SQU/aRE D I - LINE PANELBOARp, +18� - MWNTING HEIGHT TO CENTERLINE � A � PIEZO HORN OF DEVICE AFF OR AFG Q THERMAL HEAT DETECTOR SET TEMP Q 2 PARALLEL RUNS OF: PO R Of' U TTRIP MCB 3"�00Cu, 3 "PVCC4m) �u � � w� I Q� THERMAL HEAT DElECTq2 200F SET TEMP FOR 2 °r, vpROP, 125LF O �2m�2Q'0, 400MGB, '1�/�1 � � Q� RATE-COMPENSATING HEAT DETECTOR � COMPUTER/TELEPHONE WTLET IN ROOR OR WALL SQUARE D NQOD PANELBOARD, v ) ^ W Q� RATE OF RISE HEAT DETEC70R � TELEVISION OUTLET O 4 PARALLEL RUN�v OF: POUJER OPEN SHUNTTRIP MCB � � � � O PHOTOELECTRIC SMOKE DETECTOR � TELEPHONE BACKBOARD B 3"350Gu, 2 � I� ��PvCl40) � O � �8 � 120V RESIDEN7IAL PHOTOELECiRiC SMOKE DETECTOR 7 CONDUIT BUSHED UNLESS FUTURE, FOR 2 % vDROP, 425LF �P �25ML0/3Ph, SQUARE D � hiEN SNB-UP - CAP dc MARK N O Q9 -pp DUC7 DETEC70R I INTERCOM QO LOADGENTERS � O � Q 3"1 GU, "6 CU CsND, �^ SMOKE/FiRE DAMPER O pq gpEAKER � - �� ��EMT OR EQUIv . � � � W 3 T� LIEBERT AGGUvAR � Op 3"i/0 CU, "6 GU GND , AGv11120S111RIGS LL I 2 "PvG 130kA RATED, ALARh'I � � A W i GONTAGTS, DISGONNECT_ � ,�/ � � CONN�GT PER i'fFR n w ? W r-� � w p � � � � � T � ►� m o w � � ~ �-Ll ~ 3 � w ° � � � � � � M mo � M ZW W � ° o pq � � � M o � M �' � m J F- m � Issued For Q Z � � No. Date Gomment w � I 5/2/01 GOORDINATION � �ry 2 6/15/ml PE�d"IIT LL 3 BEAVER DAM RESIDENCES -- WEST BEAVER DAM RESIDENCES -- EAST } DEMAND LOAD CALCULATIONS SINGLE FAMILY -- SINGLE PHASE DEMAND LOAD CALCULATIONS SINGLE FAMILY -- SINGLE PHASE Q o P R NEC ZA-3BTH -1 `� O = �' � ctuwvnrr YA DEMAND TOTAL A QUANl1N VA �EMAND TOTAL A LL ES DENTIAL SF iA S 1 w Q N R T 1 9pm o = EN9�/SL & LTG 1 ST 3kV 30� SF X 3 X 9��0 100% = 9000 � J NER,aL & LTG � F 3 X SS °�, = EN�7AL & LTG REMWNDER 3130 SF X 3 X 9390 35 % = 3287 ? � MAl_LAPPLIAN 1 d5 = MALLPPPUANCES 4 EA X 1500 X 600D 35 °� = 2100 iZ N LOTHES WASH87 2 EA X 1500 X 3000 35% = 1050 LOTHES WASHER 3 EA X 1500 X 450� 35 % = 1575 ul ULLREFRIGERATORiFR�ZER -- EA X 1200 X -- 75°k = -- ULLREFRIGB�ATORlFREEZER 1 EA X 120� X 1200 75 % = 900 s F o = !C REFRIGERATOR B, ICE M41�R 6 EA X 750 X 4500 75 % = 3375 � 0 ISHW R 3 A X 1 36 " = ISHWASHER 4 EA X 1200 X 4800 75 % = 3600 W �- NS L OV N 1 X �00 � = VENS DBL O�EN COUNTS AS 2 5 EA X �� X 4�00� 20- 19 = 200� Q F ICR AVE X 1250 25 % = ICROWAVE 3 EA X 12r�0 X 3750 100% = 3750 � � ARMING R,4 Rc _ X � 2 = _ _ I R - X 00 - Yo = - � - RASH COMP T R X % - PACT R - --- 7 % _ -- � � PO L 2 X 11 X ° = 1 7 °,6 = � � Y g = w � OOKTOPlHOOD 1 EA X 2100 X 2100 75 °� = 1575 � P � � X � °� _ � � HEATERlAUTOM - EA -- � _ __ !A ATI 0 7 °k = Z � O - p ° _ -- TOR % _ � T ER SH -- X -- 50� _ __ SH WER - 0 - 7 ° _ _ PM R SHO 1 X 24000 4 ° = 1 �- EAMER SHOWE - EA X 15 -- 75° _ - W R SHO - X __ 7S�b = _ T R SH W,�E - = Y- F - � K - ' - - = m0 UTDOOR JACUZZISrSPAS 1 EA X �00 X 96� 75 % = 72� � ° ° Q � UNA - EA X 21000 X -- 75 °k = -- - � Q OOL 1 F�4 X 240� X 24�0 1009'0 = 240� ' - ' - � � MECHkNICAL EQUIPMENT 1 EA X �87 X 6�87 1009'0 = 606i - � � EATING - ROOF ICE MELT 991 LF X 11 5 X 11396 .5 100�e = 11397 - _ -- 52 -- o = - -- --- _ -- Q � Z � _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ " _ _ _ _ " _ _ _ _ " _ _ _ _ ' _ _ _ _ _ " _ " _ ' _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " - ' - - " - - - - - - - ' - " ' - - - - - - - - - - ' - " ' - " ' - ' - " " " - - - - - - - - ' - " - ' - " " ' - - - - - ' - - - - - - ' - " - - - - - ' - - - - - - - ' - - - - - lll 0.. OTAL 10d58L5 - - - - - - - - - - 90943 _OTAL- - - - - - - - - - - - - - - - - - - - - - - 212117.5 - - - - - - - - - - 761039 '= U " - - - - - - - - - - - " " � - - - " - " " " - " " " - R240V 1 •PFIA.SE 3WIRESERYICE 61039 I 240 � 671 AM FOR240V 1 -PHASE 3 WIRE S�2VICE 9Q943 A J 2A0 � 379 AMPS 3 Q r � OPTIONAL CALCULATIONS SINGLE FAMILY — SINGLE PHASE OPTIONAL CALCULATIONS SINGLE FAMILY — SINGLE PHASE ° o P R NEC 72030 P N � � , A A SS M ° 1 40 Z O o a IR T 1 kVA 10 1000 1 = Q w RMAINDERA ?0 ° , 7op9� o� = EMAINDER 409'0 150240 X 40 % = 60096 � � E HANICAL l] I M T 1 °k 30087 X � q = ECHANICALE�UIPMH�IT 1 �09', 39193 x tooqe = ss �s3 ELEGTRIGAL � W EATING OR A/C _ a = _ EATING OR A/C -- X � ooqe = - SG�IEDULES W � Z d ONE - L � NE '3 � m TOTAL 709262 TOTAL i09289 � W Z FOR240U 1 -PHASE 3 WIRE SERVICE 70.926 A J 240 = 296 AMPS OR240V 1 •PHASE 3 WIRE SERVICE 10.9289 1 240 = d55 AMPS � � W J W Z O � W Q W W W Project No. Date: � z � iml8.�m �5/15 /ml � — � o � � Drawn By : Gheck�d By: � � 0 d� w tiv Q W � Wz � � Sheet No. I l7 � � E100 2W � � � W � u or �m Q � � DOOIt � � �T � LlI� J� � ISSUERECORD � DOOR DOOR RATING DOOR SIZE �RAME DETAILS HDW. LASS REMARKS DD. SET NO. NFE r'� HEAD JAMS HRESH SET TYPE Ib APRIL OI 101/I 2 NA 3'-O" X 8'-O" SEL� GLOSING B LATGHIN6/ i'ERMIT SET - - - - - I5MAY01 PROVIDED 8Y WINDOW MAN. 101/2 2 NA 3'-O" X 8'-O" SEL�-GLOSIN6 b LATGHIN6/ f'ROVIDED BY WINDOW MAN. 102/I 2 NA 3'-0" X 8'-O" PROVIDED BY WINDOW MAN. 102/2 II NA 2'-O" X 8'-O" 103/I Q NA 2'-O" X 8'-O" 105/I 9 NA 2'-b " X 8'-O" 105/2 10 NA PAIR 2'-O" X 8'-O" 106/I 9 NA 2'-b " X 8'-O" 10"f/I 9 NR 2'-b " X 8'-O" 109/I 10 N,4 PAIR 2'-O" X 8'-O" I10/I 9 NA 3'-O" X 8'-O" III/I 10 NA PAIR 2'-O" X 8'-O" III/2 9 NA 2'-6" X 8'-O" 112/I 9 NA 2'-b" X 8'-O" 112/2 10 NA PAIR 2'-O" X 8'-O" 112/3 6 NA 3'-O" X 8'-O" - 114/I q NA 2'-6 " X 8'-O" - IIS/I 12 NA 2'-b" X ?'-0" AGGE55 DOOR IIS/2 12 NA 2'-6 " X "I'-O" AGGE55 DOOR IIb/I 12 NA 2'-b" X �'-0" P�GGE55 PANEL 118/I 9 NA 2'-b" X 8'-0" 121/I 9 NA 2'-b" X 8'-O" 121/2 10 NA PAIR 2'-O" X 8'-O" 121/3 10 NA PAIR 2'-O" X 8'-0" 122/I 9 NA 2'-b" X 8'-O" 201/I 2 NA 3'-O" X 8'-O" SEL- GL051N6 8 LATG++IN6/ PROVIDED BY WINDOW MAN. 201/2 2 NA 3'-O" X 8'-O" SELP- GLOSIN6 8 LATGHING/ PROVIDED BY WINDOW MAN. 201/3 � NA PRIR I '-6" X 8'-O" 202/I 8 NA PAIR 3'-O" X 8'-O" 202/2 2 NA 3'-O" X 8'-O" PROVIDED BY WINDOW MAN. 204/I 9 NA 2'-b" X 8'-O" 208/I '1 NA PAIR I '-3" X 8'-0" 208/2 2 NA 2'-10" X 8'-0" PROVIDED BY WINDOW MAN. 208/3 2 NA 2'-10" X 8'-O" PROVIDED BY WINDOW MAN. 210/I 9 NA 2'-6" X 8'-O" 2I1/I 3 NA 3'-O" X 8'-O" � 211/2 4 NA I6'-0" X 8'-O" V J 212/I 5 NA 8'-O" X 8'-O" � 213/I 2 NA PAIR 2'-O" X 8'-O" _ PROVIDPD BY WINDOW MAN. � 213/2 9 NA 3'_p" X 8'_O" SPLF- GLOSIN6 216/I I NA 3`-b" x 8'-b" I /�� 218/I 8 NA PAIR 3'-O" X 8'-O" v J 212/I q NA 2'-O" X 8'-O" � U " Z J 304/I 9 NA 3b" X '7'-6" � � 304/2 2 NA 2'-b" X '1'-b" PROVIDED 6Y WINDOW MAN. � p 304/3 9 NA 2'-b" X "T'-b" W "� � ^ w � v� 304/4 9 NA 2�-6" X "f�-b" U � � 305/I 2 NA 3'-0" X "f'-I" PROVIDE BY WINDOW MAN. � ; � p Q 305/2 9 NA 2'-O" X "1'-b" � -� W � � 305/3 9 NA 2'-0" X "1'-6" - - W > Q O W 306/I NA NA PAIR 2'-0" X 5'-O" DRS. MADE $Y GABINET MAN. � M °� O O 306/2 NA NA PAIR 2'-0" X 5'-O" DRS. MADE BY GABINET MAN. U � U a M J � m � � M M � — _ _ � M � N _ _ _ — — _ — _ _. — . . . — � f— � li RE: SGHED. W RE: SGHEfl. RE: SGHED. RE: SGHED. RE: SGHED. RE: SGNED. RE: SGHED. RE: SGHED. � � � � RE: SGHED. RE: SG++ED. � � RE� � . . i \ i��. _ _ _ _ � — - . ;; �\ _ �� -_ - \ i �i \ _ _ . - . _ _ . _- . � � � � W : w � � _��� �`���� � ��� _ � w �� � W w I _ - � I w � � � � � w � ; - x r � ' .. I � ' � � � � � _ � � N � � � � N � � � � � I N � .. 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SET DI �/ ISION TWO- ib n,�rziL oi SIT� GONSTRUGTION PERMIT SET IS MAY OI DI �/ ISION THR��-GONGRET� 3,4 GONGR�TE �OOTIIVG 3B b " GONGRETE SLAB WITH IN-FLOOi� HEAT 3G 2 " GONGRETE TOPPING WITH IN-FLOOR i-fEAT 3D 4" EXTERIOR GONGRETE SLAB 171 �/ ISION �OUR-M�SONRY 4A MASONRY BOULDERS 4B STAGKED MASONRY 2 " TO 3" DEEP 4G ROUG+-I STONE QUOINING 4D G+i,4MFERED STONE GAP 4E SLOPED STONE 51LL 4F STONE BASE 4G STONE PAVIh1G 4H MORTAR SEITING BED 4J SGULPTED STONE BRAGKET I 4K GUT SANDSTONE � ; aivisiou � iv�- Mer�Ls , 5A HAFIDRAIL- METRL VERTIGALS AT 4" O.G. � �A 58 NOT USED i SG RI61D STEEL FRAME I ! `t � � � � �J � �� S � X - � ��` W0017 � PL?�STIGS i � - bA RDOF 57RUGTURE j �i bB FLOOR STRIJGTURE 4I-I m 6G 2X8 WOOD STUD WALLS 4C� 6D 2X BUILT UP WOOD TRU55 - - 6E IX TONGUE ,4h1D GROOVE SOi� IT � bF 2X8 FASGIR `fl " ry 6G 2XI2 PASGIA _ �' �� ��y}�!�,,� �� bH 2X8 WOOD TRIM � - : �j'I' I�J� 6J 2X6 WOOD TRIM � � �� I 6K EXPOSED ROUGi-f HEWN BEAM I I bL BOARLJ AND BATTEN SIDING 6M GHERRY RAISED PANELIN6 I I �_�I 6N 8 " GHERRY BASE OR F+EADER ! I 6� 4� 60 4" GHERRY GASIN6 i 6P IX T S 6 WOOD PANELING i bQ 6 X 12 GFfERRY BEAMS ! bR G+fERRY SHELVES i � - I I ! D I V I S I ON S��lEN - TH�RMf�L � ! � MOISTUt� PROT�GTION i '7P, SHAKE ROOF � i '78 STANDIN6 SEAM GOPPER - GLA55 A � i '7G GOPP�R FLRSHING � i I 4D 7D STANDIN6 SE<tM GORTEN ROOP ; 'iF NOT USED W I 'i 7G 121GID INSULATION � ' 4�` DIVISION � IGHT- � 1�OOR5 � W I unOWS w _ U " - SA STEEL WINDOWS (BLAGK) Z J - 4G SS GUSTOM EXTERIOR DOOR � � _ SG EXTERIOR DOOR p � - �D SD TUBE STEEL WINDOW MULLION � � Q � ' ° ° � DI �lISION NINE- v � iO . � � . . . � J � � � . � � � � cJ��S � j � � 00 qA IN7ERIOR PLASTER WALL FINISH � � � w � � 48 IN1EiZIOR GEILING FINISH � � Q O U 9G INTERIOR FLOOR FINISH _ I w � w r� c� 9D EXTERIOR 6YP5UM SHEATHIhiG (NON-GOM) {i� Y r, � O U � a. 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MORTAR SETTING BED 4J SGULf'l'ED STONE BRAGKET 4K GUT SANDSTONE O i m DI �/ ISION FIVE- M�TALS �� SA HANDRAIL- METAL VERTIGALS AT 4" O.G. � SB NOT USED , ' SG RI61D STEEL FRAME / � ' D � V � �'J � ON �J � X - � � WOOD � PLf�5TIG5 � � � � i 6A ROOF STRUGTURE � / / � � bB FLOOR STRUGTURE � � 6G 2Xb WOOD STUD WALLS , 6D 2X BUILT UP WOOD TR1J55 �, \ i 6E IX TON6UE AND GROOVE SOPPIT f- bF 2X8 FASGIA ` \ 6G 2XI2 FASGIA � bH 2X8 WOOD TRIM i � � � � � � � , A bJ 2X6 WDOD TRIM \ , � \ / \ / � bK EXPOSED ROUGH HEWN BEAM � � � �, � � bL BOARD AND SATTEN SIDING � ' bM GHERRY RAISED PANELING \ 6N 8" GHERRY BASE OR }iEADER 60 4" GHERRY GASING � bP IX T d G WOOD PANELING bQ b X 12 GHERRY BEAMS iu 6R GHERRY SHELVES DIVISION SEVEN - T+��RM?�L � MOISTURE PROT�GTION � -ra s+�A� Roo� 'B STANDING SEAM GOi'PER - GLA55 A � '1G GOPPER FLASHING � '7D STANDIN6 SEAM GORTEN ROOF "1� NOT USED W '1G RIGID INSULATION I 1� � ST� � � � T � � 0 � � DI �/ ISION EIGHT- � nooRS � wiunowS w �� ST I �1T� i� I Oi� � L. � �I � T I O �1 v U 8A STEEL WINDOWS (BLAGK) Z SB GUSTOM EXTERIOR DOOR � LL 8G EXTERIOR DOOR p � I 8D TUBE STEEL WINDOW MULLION � Q-' Q SGAL� : I /2 " = I '-O " Q g � o DIVISION NINE- � � � P I N I S H E S — j o p o qA INTERIOR PLP�STER WALL FINIS+f � .� W � � 9B INTERIOR GEILING FINISH ' , 1 j Q O ~ 9G INTERIOR FLOOR �INISH �"J� w .� W ri m p qD EXTERIOR GYPSUM SHEATHING (NON-GOM) `L � � � a O M J aivisioN r�u- m � � s��ciaLTi �s � M M NO REQUIREMENTS � °� DIVISION ELEV�N- Q p EQU I PM�NT � IIA BUILT-IN GABINETS � DI �/ ISION TWELVE- FURN I SH I NG5 w NO REQUIREh1ENT5 � DI �/ ISIOhI Tf-IIRTE�N- � SP�GIAL GONSTRUGTION w NO REQUIREMENTS D I V I51 ON FOURTEEN- � GON�/�YING SYSTEMS NO REQUIREMENTS I71 �/ ISION � IFT��N- � MEGHANIGAL �0 ISA PLENUM POR DUGTING i m � � � � �'J � �u S � X���- �LEGTRIG,4L I6A 6A5 OR ELEGTRIG EXTERIOR LIGFfT — i I6B NOT USED � � IbG DOWN LIGHT \ / \� --�L�u�_::.� I / / t � \ � / - \ � �� �� � �i ' / � , � � �� I � / _ � / � � m ' / ' � r �� � � - � �� \ \ � ' �, FRITZLEN � '� � , PIERCE A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitec[s.com fax(970) 476-4901 (970) 476-6342 �AST RESIDENGE 1vi � S T� i� � � T � � O � MASTER BATH 305 INT�RIOR ELEVATIONS � � ST I �lT � i� I Oi� � 1� � �1 � T I O �1 � � �0 0 8 SGALE : I /2 " = I '-O " M ,4T� R1 ?�La L � G � ND ISSUERECORD D.D. SET D � � � CJ � �u �'w� — Ib APRIL OI 51T� GONSTRUGTION �Mir sEr IS MAY OI DI �/ ISION THR��-GONGRETE 3A GONGRETE FOOTING 38 6 " GONGRETE SLAB WIThf IN—FLOOR i-IEAT 3G 2" GONGRETE TOPPING WITH IN—PLOOR HEAT 3D 4" EXTERIOR GONGRETE SLAB DIVISION POUR-Mfk50NRY 4A MASONRY SOULDERS 4B STRGKPD MASONRY 2 " TO 3" DEEP 4G ROU6++ STONE QUOINING � � 4D GHAMFERED STONE GfaP —" I - 4E SLOPED STONE SILL I � 4F STONE BASE _ � � m 4G STONE PAVING � , r 4H MORTRR SE7TING BED '� ' _- in 4J SGULPTED STONE BRAGKET ' ' 4K GUT SANDSTONE DI �/1510N PI �I�- METf�LS � ; ' SA F+ANDRAIL- METAL VERTIGALS AT 4" O.G. � � � � 5B NOT USED ' � - ' SG RIGID STEEL �RAME � � i � � � � � i � � /' / � ,, _ � � � � S � �u �J' � X — X � �� ` � � � � � , � � � � � � r WOOD � PLP.STIGS � �, - - i ` � � s p � ' bA ROOF SIRUG�'URE . i , � � � � % . / bB FLOOR STRUGTURE bG 2X8 WOOD S1i/D W,4LL5 6D 2X BUILT UP WOOD TRUSS \ / � � , / \ � � bE IX TON6UE AND GROOVE 50PFIT , � \ i � bF 2X8 PASGIA � - � , i � 6G 2XI2 FASGIA 6H 2X8 WOOD TRIM bJ 2X6 WOOD TRIM bK EXPOSED ROUGH HEWN SEAM bL BOARD AND BATTEN SIDING bM GHERtZY RAISED PANELIN6 6N S" GHERRY BASE OR HEADER 60 4" GHERRY GASING bP IX T d G WOOD PANELIN6 bQ 6 X 12 GHERRY BE,4M5 6R G++ERRY SHELVES DIVISION S��/�N - TH�RM�L � MOISTURE PROTEGTION � '7A SHAKE ROOF 'B STRNDING SEAM GOPPER — GLA55 A � "TG GOFPER FLASFfIN6 � '7D STANDIN6 SEAM GORTEN ROOF � '7� NOT USED '76 RI61D INSULATION ' G � OS � T � O �o — G � OS � T � O �o — G � OS � T � � �o — ° � � � S � o" � � �"T- `r' DOORS S WINDOWS w SOUT� I �1T� � I Ofi� � L. � � � T I O �l � r� ST I �1T� � I 4 � � � � �l � T ( O �l � � ST I �1T � i� I O � � � � �1 � T I O �1 8A STEEL WINDOWS (BLAGiG) c� J 8B GUSTOM EXTERIOR DOOR � LL 4 3 I 8D TUBE SIOTEEL WINDOW MULLION � � � SGALE : I /2 " = I '-O " SGALE : I /2 " = I '-O " SGALE : I /2 " = I '-O " Q U � o aivisiou Niu�- FINIS�I�S J � � � � > � p °o 4A INTERIOR PLASTER WALL PINIS}f � � w � � 4B INTERIDR GEILING PINI$F+ Q �Q V �fG INTERIOR �LOOR FINIS+f W � u7 � w r�i m O 9D EXTERIOR GYPSUM SHEATHING (NON-GOM) L L Y �,.� � � (..) � _ d O K1 J nivisioN reu- � � Q SPEGIALTI �S � m o � NO REQUIREMENTS � °� M O DI �ISION �LEV�N- Q � �QU I PMENT -� IIA SUILT—IN GABINETS � DI �lISION TW�L�/�- PURN 15H I NGS W NO REQUIREMENTS � DI �/ ISION THIRTE�N- � SPEGIf�L GONSTRllGTION W NO REQUIREMENTS � (V (V DI �/ ISION POURT��N- ,� ,� GONV�YING SYST�MS V 7 NO REQUIREMENTS O O O O DI �/ ISION PIPT�EN- MEGHAN I GAL � O O N ISA PLENUM POR DUGTING m n DI �/ ISION SIXTEEN- EL�GTRI G,4L IbA 6A5 OR ELEGTRIG EXTERIOR LIGHT I6B NOT USED �� IbG DOWN LIGHT � � � SL E� I� SLOPE � � / i / i � \ ��I �`\ 306 � \ I� i � MAST�R SUIT� � � i � ,, O O ' � �� , � � � � ; � � / � �_� ��' � 2 q� \ � q� , � I ; \ � / � I 60 3 � � � � FRITZLEN PIERCE � , � � 4 � i �u � � : � I � , I I � � A R C H I T E C T S 1650 E. Vail Valley Dr. Pallridge G1 Vail, CO 81657 vailarchitec[s.com faz(970) 476-4901 (970) 476-6342 G � OS � T � O � - � �11� � i� G � 1� G � OS � T � 0 � � ��STR�SIDENGE MASTER GL05ET 306 i� � � � � GT � � G � I J� I �l � � � � �1 �lo � T+� I �lT� � I ofi� � � � � � T I o �l � � � ��. �A¶� �� �� � � o �l SGALE : I /2 " = I '-O " SGALE : I /2 " = I '-O " M?�T� RI �LS LE6END ISSUE RECORD D.D. SET DIVISIO� TWO— Ib APRIL OI SIT'� GONSTRUGTION �RMIT SET I5 MAY OI DI �/ ISION THRE�-GONGR�T� 3A GONGRETE FOOTING 3B 6 " GONGRETE SLRB WITFI IN-�LOOR ++EAT 3G 2 " GONGRETE TOf'PING WITH IN-FLOOR HEAT 3D 4" EXTERIOR GONGRETE SLAB DI �lISION POUR-M,450�1RY 4A MASOh11ZY BOULDERS \ 4B STAGKED MASONt2Y 2" TO 3" DEEP `r �� � 4G ROUGH STONE QUOINING � � \ � �-' 4D GHAMFERED STONE G,4P � 4E SLOPED STONE SILL � � 4F STON� BASE �' 6N m � N 4G STONE PAVING � � \� � � ry 4H MORTAR SETTING BED 4J SGULPTED STONE BRAGKET 4K GUT SANDSTONE � V � � � � � DI �/ 1510N PIVE- M�T,4L5 � i i � / � i / 5A HANDR,41L- METAL VERTIGALS AT 4" O.G. EO . � , 9A v, � / SB NOT USED i / �,u \ �,µ �\� �� \ � �� \ SG RIGID STEEL FRAME \ \ \ / / i \ ; � / D � V � �J � ON 'rJ � X - � � � � � i � WODD � PL?�STIGS � � � � K � i- r � �� i- \ � 6A ROO� STRllGTURE ` � \ 6B �LOOK STRIJGTURE �. , � I 6G �X8 YVOOD STUD WALLS � \ �i / � 6D 2X $UILT UP WOOD 7RU55 �` \ bE IX TONGUE AND GROOVE SOPPIT 6N `� . F�N 6N \ \ bF 2X8 FRSGIA 6G 2XI2 FASGIA ; bH 2X8 WOOD IRIM bJ 2X6 N100D TRIM bK PXPOSED ROUGH HEWN BEAM bL BOARD AND BA.TTEN SIDIN6 bM GHERRY RAISED PANELING 6N 8" G++ERRY BASE OR HEADER 60 4" GHERRY GASIN6 bP IX T � G WOOD PANELIN6 6Q 6 X 12 G+IERRY BEAMS 6R GFfERRY SHELVES D I V 151 ON S�Y�N - THERM�L � MOISTUR� PROT�GTION � '7A SHAKE ROO� '7B STANDING SEAM GOPPER - GLA55 A � '1G GOPPER FLASHING � '7D STANDING SEAM GOftT�N ROOP � "1F NOT USED �6 RIGID INSULRTION ' M � ST� i� SU I T� � O � — 1� � ST� � SU I T � � O � — 1� � ST � i� SU I T� � 0 � � DI �/ ISION � IGHT- � DOORS � wivaows w � � ST I �1T� fi� I Oi� � � � �lr� T I O �1 SOUT� I �1T � i� I Oi� � � � �l � T I O �l �� ST I �lT � fi� I Ofi� � �. � �l � T I O �l e� �5 oM�TERIOR DOOR v LL �' Y I//J,,��' I 8G EXT�RIOR DOOR Z p ` ' � SD TUSE STEEL WINDOW MULLION � � � M ^ SGAL� : I /2 " = I '-O " SGAL� : I /2 " = I '-O " SGAL� : I /2 " = I '-O " Q U � o DIVISION NINE- � INISI-f�5 J � � � � > � Q °o qA INTERIOR PLASTER WALL FINISH � .� W � yk qB INTERIOR GEILING FINISH � � 7Q O V qG INTERIDR FLOOR FINISH � u7 .� �'�' 9D EXTERIOR GYPSUM 5HE,4THING (NON-GOM) U � O � � � Y � �'J � �� ��l— � o2S Q SP�GI ?�LTI �S � m "' > M � NO REQUIREMENTS � °� M DIVISIOK �L��/EN- Q � EQU I PM�NT -� IIA BUILT-IN GABINETS � DIVISION TW�LVE- PURNISHINGS w NO REQUIREMENTS � DIVISION THIRTEEN- � SP�GI ?�L GONSTRUGTION w NO REQUIREMENTS � DI �/ ISION �OURTEEN- GON�/�YING SYS'T�MS NO REQUIREMENTS � 304 DI �/ ISION � I �T�EN- MAST�R SU I TE M�GH�4N I G,4L ISA PLENUM POR DUGTING � D � �l � S � �u rJ � XT�EU- O 2 O ry �L�GTRIGAL I 606 3 W � I6S OT U�SED �GTRIG EX7ERIOR LIGHT � � % � � �� � �� � \ � � � I6G DOWN LIGHT � � � /� � , �',� '—�i _ _ � ;�� � � � ry N — .. i ; I - - - �— . tfl ul r�� � � � . � �r ✓ � j% ji' j/ j , ji� > w w , i � . d � I O O � � — — � - N U1 / , , J J ��� . . � I � �� � � �� � � , � � / / / , � o - �— , - , � � � � FRITZLEN I ��, ,; ;/ �� �; �� �! � �� � ` � '� ', , , � ' � ' � -- P I E R C E sLO� a: i2 sLO� a: i2 � �—, % � / / � � 0 � ' �r"� � �' �' � i � . , � � S� j,: — � �I � `_./ �� _ `�[ � � V/ V/ \ - � O . . . . . . . . . . � . � 6N O O O O A R C H I T E C T S I 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 87657 vailarchitecLs.com fax(970) 476�901 (970) 476-6342 1� � ST� i� SUIT� � O � — � �l � � G � I7 1� � ST � i� SUIT� � 0 � � ��STfZ�SIDENG� MASTER SUITE 304 �� � J� � G T � � G � I �. I 1�1G � J� � l�l 1�lOfi� T � I �lT� � I O � � L. � �l � T I Ol�l �'� �P � INT. fiEYATI0N5 '� 2 � �o O �o 5Gl�L� : I /2 " = I '-O " SGAL� : I /2 " = I '_O " M?�T� RI ?�L5 L � G � ND ISSUERECORD D.D. SET Ib APRIL OI DIVISION TWO- �RMiT s�-r SITE GONSTRUGTION IS MAY OI D I V I51 ON THR��-GO�1GR�'TE 3A GOh1GRETE �OOTING 3B b " GONGRETE SLAB WITH IN-FLOOR HEAT 3G 2" GONGRETE TOFPING WITFf IN-FLOOR HEAT 3D 4" EXTERIOR GONGRETE SLAB _ _ — DI �lISION �OUR-MA50uRY — - ; � - - � _ - 4A MASONRY BOULDERS 4B STAGKED MASONRY 2 " TO 3 " DEEP , I. _- - � 4 ROAMFERED ST�OhIEINGAP ' - - — - - - - - - 4E SLOPED STONE SILL : � - _ 4F STONP $ASE , , --- � �p 46 STONE PAVING �� _ _ ____ _ _ _ ___ _ _ 4H MORTAR SEITING BED -- -- ---_-- � - - - - - i 4,1 SGULFTED STONE BfiZAGKET � _ - I.- � � � 4K GUT SANDSTONE - - - . �� - 6M - � - - � � ,� I , � �' '—i �� � - - � - - � : � � - -,� - - �=i � , � � I - -- , r-, i DIY1510N � IVE- METaLS I�I u I I I � � � `�' � / � _ . / � I \ � I :%� \ �. ' / �. / � vi � I — I � � �� I �-- I � 5A HANDRAIL- METAL VERTIGALS f�T 4" O.G. � � cv 6N / � . ' ! \ i v.' :' c1 6N ry SB NOT USED 5G RIGID STEEL PRAME � - - __ _ _ � - � � 'I � � — DIVISION SIX - � � ' ' � � � � :- � // �/� � . ' � � i WOOD � PL?�STIGS ; - � _ - _ J _ _ � I _ � 6A ROOF STRUGTURE � �� � ' I �� I 6B FL0012 STRUGIURE I � ' I I I I; � 6G 2X8 WOOD STUD WRLLS i I � a 6M ' %%� .� � � � � . . 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Vail Valley Dr. fallridge C-1 Vail, CO 87657 vailarchitects.com faz(970) 476-4901 (970) 476-6342 STU � Y 218 - � 1� J� � i�G � � STU � Y 218 � STUDY �G8 i� � � �. � GT � 1� G � I � I �1G � �. � N� 1� O � T � I �1T� � I Oi� � � � � � T I O �l � � d ��. �A�� ,� � SGf�LE : I /2 " = I '-O " SGALE : I /2 " = I '-O " � � O � ISSUE RECORD D.D. 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SET I6 APRIL OI PERMIT SET DI �/ ISION TWO- Is MAY OI 51T� GONSTRUGTION D I V I S I ON THR��-GONGREI"E 3A GONGRETE FOOTIN6 3B 6 " GONGiZ�TE SLAB WITfi IN-FLOOR HEAT 3G 2" GONGRETE TOf'PIN6 WITI-I IN-FLOOR FfEAT 3D 4" EXTERIOR GONGRETE SLAS DI �lISION �OUR-M?�SONRY 6D 4,4 MASONRY BOULDERS n `' 4B STAGKED MASONRY 2 " TO 3" DEEP 4G RDUGH STONE QUOINING `�` 4D GHAM�ERED STONE GAP � � 4E SLOPED STOIJP 51LL � �� 4F STONE BASE 46 STOi� PAVING bp 4H MORTAR SETTIN6 BPD 4J SGULPTED STONE BRAGKET 4K GUT SANDSTONE - �t r _ _ � DI �lISION � IY�- METALS � , ' � � �� � 5A HANDRAIL- METAL VERTIGALS AT 4" O.G. � �� _ � � � � SB NOT USED - SG RI61D STEEL PRANfE � : � � � � , � ' - I --- - I� I �/ ISION SIX - i � � � I' ' ' ` � � i -.� � , , , � \ i � �, „ � ; WOOD � PL,45TIG5 , � "� � � �� � / � �'� �' / ' i "� I ��� � � , � ' bA ROOP STRUGTURE � ,'! \ — — _ 6B FLOOR STRUGIURE 1 ' \ \ � / i v;i 'i � \ ' � � 6G 2X8 WOOD STUD WALLS � , ' / / / / , � � � i � :'V � � � �� ij� �� I� �i �� � 6D 2X BUILT UP WOOD TRU55 � , � . / � � � bE IX TONGUE AND GROOVE SOFPIT � � �� � , � �I � � bF 2X8 FASGIA '� 'a i � � - II // �/ �/ // / / ' , O 6G 2XI2 FASGIA i � bH 2X8 WOOD TiZIM �': 6J 2X6 WOOD TRIM � biG EXPOSED ROUGI-f +iEWN BEAM � � '�� 6L BOARD AND BATTEN SIDING � � � � � � � � . �� � i' � i � 6M GHERRY RAISED PANELING �� � � l \ l \ � � � � � � � �` - - - bN 8" GHERRY BASE OR F+EADER / \ / � \ ` I I I � � DW � DW � � � 60 4" GHERi2Y GASING � � � � � � A / \ �, � � � ! , I � 1 6P IX T E 6 WOOD PANELING � � � 6Q 6 X 12 GHERRY BEAMS 6R GHERRY SHELVES D I �/ I S I ON 5E�l�N - T�I�RM/�L � � MOISTUR� PROTEGTION (� 7A S++AKE ROO� /� 'TB STANDING SEAM GOPPER - GLA55 A `` 7G GOPPER FLASHING w lD STANDING SEAM GORTEN ROOP I ?F NOT USED � �C I TG �t � 1� 2 O 8 �G RIGID INSULATION w I � O � T� I I � T� � I O � � i..� � Y � T I O I � DIVISION EIGHT- ( 1 v DODRS � WINDOWS `� z � � 8A STEEL WINDOWS (SLAGK) p � ; i 8B GUSTOM EXTERIOR DOOR � � Q ^ SGALE : I /2 �� = I �-O �� 8G EXTERIOR DOOR U O � SD TUBE STEEL WINDOW MULLION Q � � � � � I7IVISION NINE- � > � p °o � INISH�S � Q � � � 4A Ih1TERIOR PLASTER WALL �INISk W � w � �'�' M m qB INTERIOR GEILING PINISFi `L Y �,., 0 O aG INTERIOR FLOOR �INISH U � d M J aD EXTERIOR GYPSUM SHEATI-fING (hlOFl-GOM) ` m d$ � 0 0 DIV1510N T�N- � � ° SP�GI ,4LTI �5 Q N O NO R�QUIREMENTS Q ~ � DI �/ 1510N �L��/EN- � `� �G2U I PMENT � O O � IIA BUILT- IN GABINETS � DI �l1510N TWELV�- \ �URN I SH I NGS � NO REQUIREMEh1T5 � 171 �lISION THIRTE�N- W � SPEGI ,4L GONSTRUGTION � OO O f NO REQUIREMENTS 2O8 DIVISIOhI POURTEEN- K I TGH�N GONV�Y I NG SYST�MS � NO REQUIRENfEh1T5 � O O O � DIVISION � IFTEEN- O O .01 O 'j � i�. 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SET DIVISION TWO- Ib A�zIL OI SIT� GONSTRUGTION PERMIT SET IS MAY OI DIVI5ION THf?�E-GONGR�T� 3A GONGRETE FOOTIN6 3B b" GONGRE7E SLAB WITH IN-FLOOR +iEAT 3G 2 " GOh1GRETE TOPPIh1G WIT+i IN-�LOOR F+EAT 3D 4" EXTERIOR GONGRETE SLAB DI �/ ISION �OUR-Mf�SONRY 4A MASONRY BOULDERS � � 4B STAGKED MASONiZY 2" TO 3" DEEP 4G ROU6F+ STONE QUOINING 4D G+iAMFERED STONE GAP � � � � � �� � 4E SLOPED STONE SILL 4F STONE $ASE � �ry 4G STONE P,4VING � � � � _ ! � - � - - -- � � i 4H MORTAR SETTIN6 BED � � - � �— � � � ; � � ' i � 4J SGULPTED STONE SRAGKET / �� _ ' � �� � � � � � 4K GUT SANDSTONE � , 6N \--' (V 6H !`._ \ � . -. _ _ n ,: . �� ��. . .. - - --- - - : - - - - nIVISION FI �/�- M�Tf�LS I SA ++ANDRAIL- NfETRL VERTIGAL5 AT 4" O.G. � I� ; %' /r I ; : I � SG K�GIDSSTEEL FRAME F / — -� // // _ _- - _ '_ = I i ,� � � - _ � „ � x v� � i ;�� � � u- Z � I ; ', / / � I � DIVISION SIX - I. 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SET I6 Af'RIL OI nivisiou Two - PERMIT SET 51T� GONSTRUGTION IS MAY OI DI �lISIOU Tf-fREE-GONGRET'E 3A GONGRETE FOOTING 3B 6 " GONGRETE SLA3 WITFi IFl-FLOOR +iEAT ' - 3G 2 " GONGRETE TOPPIN6 WITH IN-FLOOR IiEAT 3D 4" EXTEf?IOR GONGI2ETE SLAB - DIYISION �OUR-MftSONRY - �� - - `-- ' 4A MASONRY BOULDERS - -- ._ _ '� � i �� 4$ STAGKED MASONRY 2" TO 3" DEEP r v � . � - _ - "— - 4G ROUGH STONE QUOININ6 bD � � _ � � _ _ . 1 4D G1-fAMFEf2ED STONE GAP � ,-, ; �� 4E SLOPED STONE SILL � � - � L� '�r/ = j;� � 4F STONE BASE -- _. I_l � ` � -'- �� � 4G STONE PAVIN6 l � _-- , ,�� ,� � _ \ _ _ 4J �PTED STOINE BRAGKET � � ` 4K GUT SANDSTONE 9A - � _ � ' ,,�� � �' . /� �� � 6N - ,' � �� .... -�.. \ .'' .� ; / � ' - -�-- - ' -- ' � i i 6N . - . - ���, ( ' i� _ � ' � -- - -- ' �- - - ry � �_ 171vISION PIV�- MET,4L5 - --- - � SA HAhiDRAIL- METAL VEIZTIGALS AT 4" O.G. _ - - - I � SB NOT USED I � � � - - - - - - - �\I \� I \' SG RI61D STEEL FR,4ME , � �/ � i / - --�___J � _ - � . � . � �. � � I ,� . 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SET I6 APRIL OI i�00M � I N I S +� SG +� � � U1� � PERMIT SET IS MAY OI ROOM ROOM TITLE FLOOR BASE WALLS GEILING REM,ARKS ��' NORT+i EAST SOUTH WEST 101 MEDIA ROOM t^1DI WDI PL PL PL PL QL BUILT- IN GABINE7RY 102 HALL TILE I TILE I PL PL PL PL PL X 103 POWDER RM TILE I TILE I PL PL PL PL PL X 104 SAUh1A WD2 NiD2 WD2 WD2 WD2 1ND2 WD2 X 105 BUNK RM �I WDI WDI PL PL PL PL PL X 106 BATFf TILE 2 TILE 2 PL PL PL PL PL X 10"T BATFf TILE 2 TILE 2 PL PL PL PL PL X 108 MEGFf. GONG NP� F!A NA NA NA OTS X IDq GUEST SUITE WDI WDI PL PL PL PL PL X I10 FiALL WDI WDI PL PL PL PL PL X III EFfU BEDROOM WDI WDI PL PL PL PL PL X 112 E+iU LIVIh1G WDI WDI PL PL PL PL PL X 113 EHU ++ALL WDI WDI PL PL PL PL PL X 114 �+iU BAT{-i TILE 2 TILE 2 PL PL PL PL PL X IIS STAIR WDI NiDI PL PL PL PL PL X IIb GRAWL SPAGE NA NR FlA NA F!A N,4 OTS X II'f HALLWAY WDI WDI PL PL PL PL PL X IIS UTILITY NiDI WDI PL PL PL PL PL X 119 LIBRARY WDI WDI STONE STONE STONE STONE PL BUILT-IN GABINETRY 120 IiALLWAY WDI N1DI FL PL PL PL PL X 121 SUNK RM #� WDI WDI f'L PL PL PL PL X 122 $AT+f TILE 2 TILE 2 F'L PL PL PL PL X 201 LIVING RM WDI Y`iDl WDI/PL WDI/PL WDI/PL WDI WDI BUILT-IN GHERRY TRUSSES S BEAMS 202 SILLIARDS WDI WDI WDI WDI WDI Nipl WDI X 203 V�T SAR Y`!DI WDI WDI WDI WDI WDI WDI BUILT-IN GABIN�TRY 204 POWDER RM TILE 2 TIL� 2 PL PL PL PL PL X 205 MEGH. GONG NA NA NA NA Nft OTS X 206 +iALLWAY WDI WDI PL PL PL PL FL X 20"1 DINING RM WDI WDI YVDI YVDI YVDI WDI WDI X 208 KITG++EhI WDI WDI PL PUSTOFlE PL PL WDI $UILT- IN GABINETRY 209 STAIR WDI WDI PL PL PL PL PL X 210 POWD�R RM TILE 2 TIL� 2 PL PL PL PL PL X 211 GAR,4GE T. GONG VINYL DW DW DW DW DW X 212 EHU 6AR,46E T. GONG VINYL DW DW DW DW DW X 213 PASSA6E WDI WDI PL PL PL PL PL X 214 MUD ROOM WDI WDI PL PL PL PL PL X W 21� +fALLWAY WDI WDI PL PL PL PL PL X 216 ENTRY �OYER WDI N,4 STONE STONE STONE STONE PL X � 21"t HALLWAY WDI WDI PL PL PL PL PL X � 218 5"fUDY WDI WDI YVDI WDI WDI WDI WDI BUILT-IN GABINETRY I 219 PANTRY WDI WDI PL PL PL PL WDI X 220 MEGH. GONG F1A NA NA NA NA OTS X � W 301 STAIR WDI WDI PL PL PL PL f'L X r l U Z 302 1-IALL WDI WDI PL PL PL PL PL X `� -� 303 STUDY WDI WDI PL PL PL PL PL SUILT-IN GASINETRY L � Q 304 MASTER SUITE NiDI WDI PL PL PL PL PL X w � Q � 305 BATH WDI WDI PL PL PL PL PL BUILT-IN GABINETRY • Q (wj O � � � 306 GLOSET WDI WDI PL PL PL PL 1�L BUILT-IN GABIhlETRY J � - - - - - - �/.� � Q Q O - - _ V J '--� L.�LJ � � � ' _ - . _ � � �Q � w -- - - - -- - - - � Y °� Ov 0� U � � d � � J O � � m M M � Q � M N � � 0 1� W � Q W m �'� , � .� , , ; . i y - i� \ = j / � FRITZLEN PIERCE A R C H I T E C T S '1650 E. Vail Valley Dr. Fallridge C-� Vail, CO 81657 vailarchitec6.mm faz(970) 476-4901 (970) 476-5342 g�r R�SID�NG� ROOM FINISFf SGFfEDULE � � OO I �� T� I� I �LS L � G � ND ISSUERECORD ( D.D. SET DIYISION TWO- ib a,r�rziL oi 51T'E GONSTRUGTION PERMIT SET IS MAY OI DI �lISION THRE�-GONGR�TE I RQ 3A GONGRETE FOOTING i O �j 38 6 " GONGRETE SLAB WITi-I IN-FLOOR HEAT 3G 2" GONGRETE TOPPING WITH IN-FLOOR HEAT 3D 4" EX'fERIOR GONGRETE SLAB RT R„ DIVISION POUR-M�SONRY 4A MASONRY BOULDERS 4B STAGKED MASONRY 2" TO 3" DEEP 4G ROUGH STOhIE QUOINING 4D GHAMFERED STONE GAP O4E SLOPED STONE SILL �' OPEN TO BELOW � I 4F STONE BASE 7 I 4G STONE PAVING 4Ff MORTRR SETTING BED 4.1 SGULPTED STONE BRAGKET 4K GUT SANDSTONE - - - - O -- DI �/ ISION PI �/E- METf�LS 13 SA HANDRAIL- METRL VERTIGALS AT 4" O.G. I I SB NOT USED SG RIGID STEEL FRAME 'e8 , R>, �'�" DIVISION 51X - R4 $" � WOOn � PL,45TIG5 6A ROO� SIRUGTURE 6B �LOOR STRUGTURE 6G 2X8 WOOD 57UD WALLS OR� i 6D 2X BUILT U� WoO� �RUSS bE IX TONGUE AND GROOVE SOf�IT I 6� 2X8 FASGIA O 6G 2XI2 FASGIR � � I6 I 6H 2X8 WOOD TRIM RI 6J 2X6 WOOD TRIM 6K EXPOSED 120UG+-! HEWh! BEAM bL BOARD AND BATTEN SIDING bM GHERFZY RAISED PANELIN6 I 6N 8 " G++ERRY BASE OR +iEADER 60 4" GhfPRRY GASIN6 6P IX T b 6 WOOD PANELIFIG 6Q 6 X 12 GHERRY BEAMS 97o TMP bR G++ERRY SHELVES �oR16 t� '_O" EQ. oft ib wiN . DIVISION SEVEN - THERM,4L � � MOISTUR� PROT�GTION � 'fA SHAKE ROOF 'iB STANDING SEAM GOPPER - GLA55 A � "IG GOPPER FLASHING � '1D ST,4NDING SEAM GORTEN ROOP � 'iF NOT USED '76 RIGID INSULATION ' DI �/ ISION � IG�fT- � DOORS � W I NDOWS w U " SA STEEL WINDOWS (BLRGK) Z N I I J I 88 GUSTOM EXTERIOR DOOR � � 1� � � G � � � OT V � � � � i� � � bG EXTERIOR DOOR Z p 0 � 8D TUBE STEEL WINDOW MULLION � � Q � I � � � SGALE : I /2 " = I '-O " DIVISION NINE- Q J � � � F I N I S�f�S � J � � � Q � 4A IhITERIOIZ PLASTE-R WALL FINISH � � w Q � 98 INTERIOR GEILING FINISH � C � � � 9G INTERIOR FLOOR FINISFf � � w � w C� 9D EXTERIOR GYPSUM SHEATHIN6 (NON-GOM) Y m � � I UO � --� d DIVISION TEN- � �s ¢ SPEGI ,4LT1 �5 � m "' > M � NO REQUIREMENTS � °� m D I V 151 ON �LE�/EN- Q � O �QU I PMEUT J OO IIA BUILT- IN GABINETS � nl �/ ISION TW�L�/E- PURNISHINGS W 5� hl0 REQUIREMEh1T5 � � 53 ,�'� '-�° � DI �/ ISION THIRTE�N- � Sf'EGI ?�L GONSTRUGTION w NO REQUIREMENTS 52 0 D I V I S I ON FOURTE�N- � s� GONYEYING SYST�MS NO REQUIRENIENTS nl �/ ISION � I �T��u- i MEGH,4N I G�L 5,, I ISA PLENUM FOR DUGTING '�°R 8 � DI �/ ISION SIXTE�N- +i �-6° ea. 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D I V I S I ON TWO- I6 Ai'RIL OI � SI 'I'� GONSTRUGTION PERMIT SET i5 MAY OI , , a� DIVISION THR��-GONGR�T� �, � 3A GONGRETE FOOTING _� 38 6 " GONGREIE SLAS WITH IN-FLOOR HEAT � 3G 2 " GONGRETE TOPPING WITH IN-FLOOR HPAT � 3D 4" EXTERIOR GONGRETE SLAB aivisiou �ou�-M�,sou�r I2I 4A MASONRY BOULDERS BAT{-I I�� �' � ��TH 121 4B STAGK�D MASONRY 2" TO 3" DEEP 4G ROUGH STONE QUOINING � 4D G+fAMFERED STONE GAP ��y 4E SLOf'ED STONE SILL i �, SFiOWER FINISHES 4F STONE BASE .0 PER GODE Sh+Ot^1ER FIh115++E5 4G STONE PAVING PER GODE 4H MORTRR SETTING SED 4J SGULPTED STONE BRAGKET O 4K GUT SANDSTONP i 2 � 6 � ctl �NTRY �OY�R � 171 �/ 1510N � I �/E- METP�LS � � � _ � SA HANDRAIL- NIETAL VERTIGALS AT 4" O.G. �/ � / /�� 5B NOT USED ; � / �Q. EQ. � ,-6�„ 5G RIGID STEEL FRAME � �� „ c� DI �/ ISION SIX - `� WOOD � PL?�STIGS N bA ROOF STRUGTURE bB �LOOR STRUGTUi� - 6G 2X8 WOOD SND WALLS i I '-6 " bD 2X BUILT UP WooD TRll55 I 106 I � � 6E IX TONGUE AND GROOVE SOFFIT MEGH. O i I ++R. 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I I I I I I I � � � I I � 819"T'-� 3A GONGRETE FOOTING �J II I I � �� I I � � I I � I I I I 3B 6 " GONGRETE SL,4B WITH IN-PLOOR HEAT I I I 'fB I � I i I i I I II ' BG 2 " GONGRETE TOPF'ING WITH IN-PLOOR HEAT I - � � 3D 4" EXTERIOR GONGRETE 5 AB i �� � ��� I � � � � i L �u - � � _ _ - - CI � i il I � � :�� _ ° _ � _ _ _ �� I I I I D I V I51 ON POUR-M�tSONRY I� I � , - i i � I I - _ II IIIII I % I i � I I I I i I I I - I 1 I I i � � � - - ` I I I I I I I I I I I I I I I 4A MASONRY SOULD�RS _ I�.-_ �LJ�� _'-I - � � - 1�_ I I � �� � � �� � � � � � I I I i I I I I I ��� � - _ - i I I I I I I I I i I I i 4B STAGKED MASONRY 2" TO 3 " DEEP . � �> � �, � 62 - I - � - � 61 6L 4G ROUGH STONE QUOININ6 - - �! 4D GHAMFERED STONE GAF _ V ` - - - " , �_ _� �--��°` {� 4E SLOPED STONE SILL � _ � ������ �"--�' �`-�" ��� � =� 4F STONE BASE - - - - — - � �(t � -� '� - � � - I�����} -�r�l �1���1 - - - - — - — - — - - T.O. PINISH PLOO� 4G STONE PRVING - - - - - - — I � , j = 1 1 ._ - � � �__ � J aia��-6 �� 4+f MORTP�IZ SE7TIN6 BED 5���, ,� ��. �� � � 4J SGULPTED STON� BRAGKET - i � � I;', �- � ' 4K GUT SANDSTONE . KI � , GS � � O \� 21 � �l � � 212� , ; . ` . '�� . -_ : , , � � -- -_. � i � 2 � -�� �. II � . I � � � '� - � � � -'� nI �IISION FIV�- MET?�LS � ,' � ,' � � � �--' , ' � `� � ' ` I � `, FfRNDfLAILS PER SA I-�ANDRAIL- METAL VERTIGALS AT 4" O.G. - ��. - GODE, TYP. 5B NOT USED r- .- � ! \ � . " vJ� � � � . �I � 5G RIGID STEEL FRAME � � � � � � ^;' � �� i � � \ � }, / �� Y � / A / A � -��`�� � , �-- � " � , " r.o. �ir�isH �LOO� flIVISIOI�I SIX - - - - �- - - - - - - - �T� ����'-O �� WOOD � PL�STIGS � , � 4A ' � — - 6A ROOF STRUGTURE .. �� I . : � � . �/� �/��, . � � ; bB FLOOR STRUGTURE � i:i bG 2X8 WOOD STUD WRLLS � � � ` � bD 2X BUILT UP WOOD TRUSS � � `��� -�� � � '`� �� �� 6E IX TONGUE Ah1D 6iZOOVE SOFFIT - - � �_ �� i; < . � �� - II ,'y 6F 2X8 PASGIA �^'� 6G 2XI2 �ASGIA \ • �; ' % 6H 2X8 WOOD TRIM _ _ ,_ ,' 6J 2X6 WOOD TRIM - - 6K EXPOSED ROUGH HEWN BEAM 1 ?�:�-� � '-. , IIS � \ /� --=��� � 2 6M �GHERRYARAI B D P NELnING n.T'�y'�� �/ , ",�� \�� 6N 8 " GHEiZRY B,45E OR +fEADER r.�-�. �t �� .T �_ �I �, 60 4" G++FRRY GASING 6P IX T S 6 WOOD PANELING 6Q 6 X 12 GHERRY BEAMS 6R GHERRY S+-fELVES � PASSAGE TO MAiN �+ous� DI �11510N S�V�u - TH�RM,4L (� RE�ER TO I/A301 � MOISTURE PROT�GTION � �A SHAKE ROO� � �S STANDING SEAM GOPPER - GLASS A �G GOPPER FLASHING ' 7D STANDIhIG SEAM GORTEN ROOF SOUT � � � � �l � T l 0 �l G � � � G � '7F NOT USED � 76 RI61D INSULATION � � U " , Z ' ' DIVISION � IGHT- � 5G,4L� : I/4 " = I '-O " DOORS � WINDOWS Z � p 8R S'f�L WINDOWS (BLAGK) w "�' Q t� 8B GUSTOM EXTE1210R DOOR Q (J O � 8G EXTEIZIOR DOOR J � �m � SD TUSE STEEL WINDOW MULLION � > � Q po � . . � � � � �J" � �u � � u�- � Q j � I�- FINISI-fE5 w � w � W 4A INTEFZIOR PLASTER WALL �INISF+ � U � O � 9B INTERIOR GEILING �INISH � m -� 4G INTERIOR �LOOR FINISF+ -� °'� � m GD EXTERIOR 6Yf'SUM SHEATIiING (h10N-GOM) �,-� � nivisiou r�u- Q � M SPEGI ,4LT1 �5 Q O _�_i . � � i�i���i -u-�i i i i �� i i i� �i i � T.O. iZID�GE � — - - - - - - — - — - - - - 8200 '-O " 'r ND REQUIREMENTS I I I I� ,-Ii : I-__ - I I �— I i I ii DI �lISION �L��l�N- � — I I i i � i ! � i � I � i � I I � � I I i i i i � ' r.o. �ziD�� �QU I PMENT w I � , ' SIa7'-� IIA BUILT-IN GABINETS -� � i � ��IJ I II nl �lISION TW�LV�- � I � l , l � II � � I � �URU I SH I NGS � I li I � - c7 O 6UARflRAIL PER NO REQUIREMENTS � i� � � I i ,- � � � _ GODH, TYP. r� nIVISION THIRTE�N- � ; j ' 6L sA SPEG I f�L GONSTRUGTI ON , I I II I . ' � NO REQUIREMENTS ,� =i DI �/ ISION FOURTE�N- ��',- i ' ' ' GON�I�YI �IG SYST�MS - - - - - - s �~ i � i : iI II- - - - - - - =_- �� T.O. FINISH FLOOR �, NO REQUIREMENTS _�i - - - - - - r- - - - - - - - - ��� - - 818"1'-� r�� II, -, '`-"` ; �� DI �lISION � IFT��N- �� MEGHAN I G1�L , ! ` ' I , , � - - � , � % � � � _ � � '� � � � � � �; _ ( � ISA PLENUM FOR DUGTIN6 +��r�waiLS �R �—, , � ; � � - O _ � i _ � _`-� ` C DI �/ ISION SIXT�EN- GODE, TYP. -�� ( I ' �� � - _ � ! � J - _ �� I . �/ � � � � , , , _ _ ' �L�GTRIGAL '! � � � � �' � i �� I6A 6A5 OR ELEGTRIG EXTERIOR LI6HT �, � � � r I �1 � �l�l, - � _ �� � II i i %' I � � ^ I ! �� 1�� - ' I6�G DOWN LI6HT I � � ' � i � ,� , ' � _ �, ` � � ,� „ ,< �, ,� � % � �� ; � � � � �'j - - � i -- � - _ _ O , 4 �- - = � ` i i 1 (�'� i t- ] _ _. I ' ; / `-' _ � T.O. PINISH FLOOR - - - - - - - - - - - , - - - - - - - ; - j � - - 8118'-� I . . . _ . . . , __ _ , . . . �, �, �, I ' � I _ ) � - � � � / �� � , , ° - - 48 i� � i . � IIb ��� ❑ - � i � �`r`�'� ; I ' ' � � - _ - _ - �- . � ' � � � � " � - � � ��',�,� , I � -,�C� � (I ��`�� , ; ��� Y � �I � _ _ _ FRITZLEN % � >-- ✓� �.� _ � - - - - an � �. - - � - - � � � � r � � , - i-� ' ' / _ � � ,i / . i �� : - , ,r < � � � � r � `���-��'�`x��- � � T P I E R C E � � � � ;_ �_ } �. � 1 � / � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GRAD� 816'i'-O" A R C H I T E C T S � 650 E. Vail Valley Dr. Faliridge Gl Vail, CO 8"1657 vailarchitec[s.00m fax(970) 476-4901 (970) 476-6342 �AST R�SID�NG� 50UTH 8 EAST 6ARA6� � � ST � � � �l � T I O 1�l G r� � � G � EXTERIOR ELEVATIONS �� � � 0 � SGALE : I /4 " = I '-O " ISSUE RECORD D.D. SET T.O. ARGHITEGTURAL�FEATURr� M� T�i� 1 �4L5 LEG � ND I6 APRIL OI - - - - - - 8208 '-O" `f UPDATE TOV REFER TO 2/A502 24 APRIL OI �OR PLAN DI � ISION TWO- PERMIT SET - IS MAY OI _ � - �B SITE GONSTRUGTION /� , _ _ _ �- DI �lISION TFiR��-GONGR�TE _ _ _ ,: - - - _ 3A GONGRETE FOOTING �" - - - - _ T.O�. GHIMNEY 3B b" GONGRETE SLAB WITH IN-FLOOi2 HEAT - _ _ _ _ _ , \' 820I _011 � 3G 2 " GONGRETE TOPPING WITH IN-PLOOR HEAT - Jr� 1��� � T.O. ARG+tITEGTURAL FEA7'URE � 3D 4" EXTERIOR GONGRETE SLAB �I(-�� - 8199 '-O�� �r - II II I II I N II — _ �r DI �/ISION FOUR-M�SONRY I �� �� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - � I i r f ��� i _ T.O. RIDGE 4A MASONRY SOULDERS �II � � I � � I � � � lil , , I II , , r - -� - �J» v. � ���'v � � � � � � � � 8196 '-8�� 4B STAGKED MASONRY 2 " TO 3" DEEP �� � � i u I I �I j� 4G ROUGH STONE QUOINfNG - - �_ �--- ---�---—� _-_ , _ _ � I � � I ' I � I I _ � � � � I � � I � I i � , � �� � � � �� � � I - _ I I I I I I I I I I _I I I I T.O. R I D 6��E � 4 D G H A M F E R E D S T O N E G A F --`-i--�� - -- _. � I � I I �! I� I I I � � I � ; � _ - - - �� - - _ � � - - - - �,_ , �� 8194'-4" `r 4E SLOPED STONE SILL � t � �_� � � � � ���I � - = - �i � � � � � � � � �i = 4P STONE 6ASE � � � - _ —. . �'.���'^ –��' , I ' —'�i`i–�.,! � I I I I I _ I I I I I I � � I � _ � ' _ I I I I��_I _ 46 STONE i'AVING � � _ � � � � � � � � � � � � - �_� � � - _ I I ' I � ' ' I I ! I I I ' � �;. _ =�j' _ I � � � �y 4H MORTAR SETTING BED - _ ----- i - --- — � a�� s�uL PTED � i' - - - I STONE BRAGKET 4K GUT SANDSTONE �� - - _ _ �` � ' � � � I �_; . - � _ i. � . . _ - _ _ � - _ - - - -- -� ; . - _ � I � -_- - " = - , � - - _ - _ _ - � _ �ii i ���� %� �� � �� ���� �� � ��"�-- -� �� - - � , . . DI , J YISION � I � - �'� � E ME � �� ��� � � � ( iC : � � � T�4L5 ,, � ^� � - i � _ r .- . � _ . II II II - METAL VERTIGALS AT 4 O.G. i�vJi _ � � � - - — - _ , , . � � � ��, SA HANDR,41L �� E j SB NOT USED � ' _ - � ° I �f, _ I - _ � �i _ I O ' , \ - �. ;_- _ ,� _ , __ � t , bL I I � i I � s iL��, � � -M�i - _ - ni � �o� - - ���i� �oi � _ � ` � -� -�' sc Ri� in srFEL Fr�t>trt€ � � O B j-' - � ���5' - �i� . P�l'�- �� - '� � i� � D2 ° DI �/ ISION SIX - � �� ��'�' 4B WOOD � PLASTIGS HANDRAIL PER r - - ii I: j� � _ GODE, TYP. -� �,u � �- � i /_ � , - _ - i" - - -' - � - - - - - i � - s 1 6A ROOF STRUG7URE � � — I _ i — — - _ ' � - _ , - �- - 6 � _ � I = bB FLOOR STRUGTURE _ _ - _ _ �i " _ �,I , I. � % - - - - _ __ _ _ - _- ` °� r J' �/ - Ji - -_' 6G 2X8 WOOD STUD WALLS � - � !� - - 6D 2X SUILT UP WpOD TRU55 _ � _ �� r_ - - _��� � _ _ T.O. FINIS�H FLOOR _� _ - �� ` ; - ' 6E IX TON6UE AND GROOVE SOFFIT [ � i �- , 8178 '-O" � I � - - �--' � �'-`� - _ ��� i � �J 6P 2x8 FASGIA � ��� _ _ _ _, 1 _f� � ��- �, - � _ " _ 'i 6G 2XI2 F,45GIR - - _ ( - � � > . - bH 2X8 WOO J 1 - - D TRIM r - ���� � I - {1 _ - � " - �--- '� � � � - _ ir 6J 2X6 W C� - - _ - OOD TRIM � _L___SCJ I _ � I - _ _ _ _ � � - - � � �� � _ � Cli - i - - f-- _ - 6K EXPOSED - K OU6H H�WN BEAM � �� � �� � I� 6L BOARD AND gq'TTFN SIDING - ` � i _ - a3 - - _ �AT' - � � _ i � - e�,l �tti _ _ .. - -� � ' � ' _ _ � f � =�� 6M �: �� 4 \ i G+fERRY RAISED PANELING ' � � L� � ��� � C�� � � /��--� - �J I' 6N 8" Gf-IERRY BASE OR HEADER � I I _ � \` - � - �_ 101 - I 1 � p� ��I I �� 101 li="�j -� ��- I = � 4� 60 4" GHERRY GASIN6 � _ k� �r � �� �� p- �:'�i - I � �' - -` � 6P IX T d G WOOD PAI�LING ' 1 ��� : _, � }� ' { - � � � ` 1� i - � � . '"'�1, � 6Q b X 12 GHERRY BEAMS �� � � -- >� - - `' -�� �� � � �-' � I - � i � v ��_ " i `� , � � , 6R G+-fERRY SHEL�lES � � � ''�� T�i )� �— �_; — _ - �-�, �- �_ � '`- C � - >^._ �_'�jL- - ' � �• x- � ' � :�� � , � � � � �� DIVISIOU SE�IEN - TH�RM,4L � '���� � �� �� '� '�� � � T.O. FINISFf FLOOR aibb�_o�� � � MOISTURE PROT�GTION � "fA SHAIGE ROOF �B STANDING SEAM GOPPER - GLA55 A W 7G GOPPER FLRSHING � � 5 T � � � �,� T I O � '7D STRNDING SEAM GORTEN RODF � -fF NOT USED � I 7G RI61D INSULATION W U � aivisioN � i ��-r- ? ALE : I/4 " = I '-O " J DOORS � W I NDOWS Z o 0 _ _ 8A STEEL WINDONlS (BLAGiC) t i 1 � Q ^ - - - - _ SB GUSTOM EX'TFRIOR DOOR �"��� w � �n - - - SG EXTERIOR DOOi2 Q J Q � � - - - _ T.O. ARG}IITEGTURAL FEATURE SD IUBE STEEL WINDOW MULLION 820� > QQ � REFER TO �/A502P D I �II S I ON N I NE- V J -� w qQ � I -IB - - �OR PLAN '�; n � INISHES W > w o W 9A INTERIOR PLASTER WALL �INIS}i � M m O � �-. ,` t-�, O � 9B INTERIOR GEILING FINISH O � J n�. � ;�� ,B / \ 9G INTERIOR FLOOR PINISF! J ,� Q 4D EXTERIOR GYPSUM SHEAThiING (NON-GOM) � m M � c�i � - - - - / DIYISION TEN- Q °� M - - - - _ T.O. ARG}fITEGTURAL�FEAcT{UiZE � � SPEGIALTIES Q � \ t 81� � NO RE�2UIREMENTS "J - - - _ _I - - I =. j'. � � , — ���u _ i _ - _ �= - - - - �� �____----� --- - ; __ __ ' I I I �I' � -- _ _ _ _ T.O. RIDG� DIVISION EL - � �, i I n� - , '--- aiab�_8��� EQUIPMENT - - — - - _ , I ' _i ' i � L � i � , � �- ~ , - _ �1�_ -- I�� I LI ��-� _ , � .� � , - - - � � I -;- _ - I I A SUILT IN G _ \ - II - ABINETS � nIVI510N TWELV�- � i �� I I I I, I � - ' _ ,� � - T.O. RIDGE ��_ iI � � I - �- _ - - _:� , - , �� I , � �I��� � �� � � � �, a�a�� � � � � � �j � -L� - ��r--,r--, I I I I � L I �I I I I I i � i � � , � i �uRU � s�+ � uGs � � ' � � � � ' ` _ � __� � � � � � II � � � � � \ / v L _ ` _ ���1 IJ-L�l i i I I I I I I � I i I i I I I i '� I I I I ND REQU IREMENTS 1 � 1 I , ,_ ,� � . � , ' _ _ � �. � � � � � � I � i..i...i _��. � _ _ _ - � :� � DIVISION THIRTEEN- � �-� �� - � +�R -ro siR�oi �� � ' I I I I � I I I I � � � SP�GIfiL GONSTRUGTION 4B _-�- � __ - � � � � i � � � I I i =�.�_ -G ' - _ No �aui�r�rrrs � _ _ � _� `� ��� _ � - - — - _ - � -- �� -�r 78 DIVISI ' '� I�� � , ° / ON �OURT�EN- `�I� � _ �� �= ��� �; � r- =� !��_ `� , �' GON�IFYING SYST�MS ' i - - 1 - -, � I '�" � � °: - I _ _ ° - _ � - NO REQUIREMENTS � '� i; � �� � �^ ,�-n� ' � �� - ' � DIVISION PIFTFEN- 6uA�RAiLS - � _ - - � �� ' ' MEGH?.NIGAL PER GODH, TYP. - - _I��C�� - _ � � _ ,L �'�i^ - 08 � - - � - ��- 1 . g� � . � - i OS � � 6 i� �� L _ ,� �� _ _� ,� � O , =� ; � ' I _ _ -._._ „ " 3� ; - � ��I = - r, - 2 - = ISA PLENUM FOR DUGTING - - Y I _ � - i � - i �I I, __.- - I - � . . . . �_ - � � �"1 _ i � � , - �� ���� �� � � � � , � -, I-I I DI �II � ION SIXT�EN- �� �� � EL�GTRIG,4L r '� � �� � ��� _ I � � � � � � � � � I6A GAS OR ELEGTRIG EXl'ERI - _ _� �� II� � � � � � �-, � � OR LIGHT �� I6B NOT USED ` I / , —�� I6G DOWN LIG}iT i -.-c�� I '-- _ -I ` I � _ _ _ T.O. PINIS�++ FLOOR ' -- _ ` li V - ii = I bl-f8 �_o " � � , - - _ � �_ - � „ „ - - _ _ �� y - � f � - �� '��I.��, : , II�I� - i - _ �� _ � � - — _ � `----�`��A�� - I l �; - _ ; - _ - � '� I _ - _ � :T- - -i _ a - I-' - - - - _ — ��'. - �� - - � '� - - - - - I - - � ' - - - - _ _ - C - _ - o � -_ ; _ � - ;_ _ _ _ :LL�� � i �,- n _ � : _ ii� 4A FRITZ � ; �y ,� ►�2,� _ _ �, „ L E N �, _ r ,��,r�', `t _ _�s �' ��� I � I � 3 _ _ - �� — . — - - _ - ,; � � , ; 1 PI ERCE - - — � - - - � _ � � x � � � a� �� — — - �_ ; - � — - � � ' � � �.- , ; � � � �:�- � � � � 1�;� � `��-` - . ,\`\,\ \ \\ � \ � \ \ .� � ;�� ..;< . _ T.O. FINIS�F+ FLOOR�� � i �i ,� i i �i •� i,. . �:-: � � � .; � . 8166 �_p�� Y _ r � . ,`y�\/����\��i���\\ � . . . , . _ � _- � � , . i L�'� � _ y,:-: %; � ��� ��:�s . ... �. �: . ' .. � . �., __�__� . . � A R C H I T E C T S � � S T � � � �� T I O � 1650 E. Vail Valley Dr. Fallridge C-7 Vail, CO 81657 vailarchitects.mm �� fa�c(970) 476-4901 (970) 476-6342 I � \ �AST RESID�NGE SGALE : I/4 " = I '-O " W�ST � � AST EXTERIOR ELEYATIONS � � 02 - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - T.O. ARGHITEGTURAL FEATURE h ISSUERECORD 8208'-� M,4T� fiZ1 �4L5 LEGEND D.D. SET RE�ER TO 2/A502 Ib APRIL OI 7� �OR PLAN Uf'DATE TOV DI � ISIOU TWO- 24 APRIL OI � — ��'r � SIT� GO1�lSTRUGTIDN �Mir s�-r � � � ��� IS MAY OI � � � � ��� KEFER TO I/A502 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - , _ �.,�P� qp� - - - - - - - - - - - - - T.O. GHIMNEY � DIV1510N THREE-GONGR�T� %' ! 82oi '-o� 3A GONGRETE �OOTIN6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. ARGHITEGTURAL FcATU� 38 6 " GONGRETE SLAB WITH IN-PLOOR HEAT / 8149 '-O" 3G 2 " GONGRETE TOPPING WITH IN-PLOOR HEAT ' - - - �� - 3D 4" EXTERIOR GONGRETE SLAB ! - - - - - - - - '` —i. — _ ��_ - � T.O. RID6E - _- I _ _ _ — _ — _ _ _ _ _ _ li_ _ _ _ _ _ — _ — _ _ _ _ _ aiab �-� DI � ISION �OUR-M�SONRY 1 �� ' ' � '�!� � � li �iO, I I � � i I �I I I I �,-, I - - �; � �� � � — - - i ��_ !� - -- - - - - - - � I ! ��( �- ;�i; � I ' i � ° I' j i I( I _� I _ _ 4A MASONRY 50ULDERS I I I I I I�I '� I I � I i _� I I I �'� � I — _ _— _ _ - - — - - — - — - - I � � � I � � , - - � _ � � �_ J` � �.^ - - ! � - `-�`- - -- -- - — -' � - — - — - — - T.O. RIDGE 4B STAGIGED M.450NRY 2 " TO 3 " DEEP -�-�y:_ __, - � -� n � i n � �� u - � � 4G ROU6H STONE QUOINING - - - - I I I I - - - _ � ��:_ � ,�I�j I�'li II�___ i 1i-11�P� (( � � ^- - - --- - - - � � ,� 81q4'-4� 4D GHAMFERED STONE GAP � � �� � _ a - _ _ � � j - ;� �� . i!_ � i � _u_.I�_�_��� - � _ ���� _ _ ���� - '� ' �U_ �� J_ , = � - - � I � � � I I I �� � �i 4E SLOPED STONE SILL I I � � _ � _�� � � � � _ �n �� I I I I I I I D I '� I I � I f___l , - � � - - _ � � - _ � - - - ?--,°(� _ i , �"'� , - 4� STONE BASE i i i i - - � � � � I I,� I � � � � � ,� � � - - � � ' � I � I � I � ' � i�l !I i �_--I I I I I I !=' + �,-_ � I I._' I I I I I _ I I I � I I I Il � . ,�,�-� _ � -„--� ,-�,_ I�I I I I J_U L ! � , � _ _ � , _ � ����' � �� - - - - � I I � � � ---��� .- I; � I _ _ _ �_ - - _ - _- - ����-IC- , �-�- 4G STONE PAVIN6 i - i �-1 _ � �_�� I i I, �� I I I I -�f - -- - ' I �` � . . , � �� ,^ �. � �� I I I I I I - I I I I I I I I � I I i = �- � I _ _ i = % � - ��'-�� (� - _� �� � � I _ � --� � I i 4H MORTAR SETTING BED _ � � �`��� ��� �- I - �-� - �'i� ���� � �`Ij-�� ��i � � � � � �i � 4J SGULPTED STONE BRAGKET _ 1 =_ I � __ _ - _ ��� _ �, _ � I 4K f GUT SANDSTONE � 1 - � I �� - 11 �i� � �� - li ; � 4 I 1 I� - � � I �, ; I � _ - � _ . c �� ,. � � ' ,� � - -- - . 1 _ .- _�_, _ � � - - .� - - � _ n; - -� �:- _� - - - -. �� �i � - _ � — --� . - „- - i_ - i I - - - _ , - - , - - . - � � � � / \ - � , - /�V� - �� � ,i . - - �( _ _ I � � i , � - J i - � ��� , � � _ _ - � ; �� �1P �� �_� � � = � ,�'a / .:: I� _ _l�i � , ,- � � �( f ' , , "' _ �( � D I V I S I ON P I VE- M�T,4L5 —�� `: , �:.% �. � ' �: � _ �. �. _ — �� ���. ; _� � I � - - - � � � _ � _ _ _ �� , _ � � i � � � � " � I ��. r ��� , � � �-= - - - - _ i �- � i_ i - � _\ -- � � � _ � � J _ -11_ - I � - II L_ S - - I - - � - - � - 216 ! ' � � _ � SA HANDRAIL METRL V�RTIGALS AT 4" O.G. � - I � - _ P� � �� __ �r -� _ - Y _ - SB NOT USED li _ GUARDRAILS 1 ' � �� � � � � O � I � _ - � � �� - I � I �i, )� � (� , - �I � f �� � ! �> SG RIGID STEEL FRAME ��a .� � ��� _ � -- eb tiCl� �� �� � �a �� �� II_II� SO � _� O � J � - _ � �� � �_ li " � � J _ �I�1� _ A , � - ='� ta � = PEiZ GODE, TYP. r � I � .- . _.. . � - - - NII -.. I'D ( , � �� � _ --� i(.: - . - - -i, �_ i NQ , . .O - I . . i II �., _` .\ . _ _ � � fl � � � 5 � �� S � X - _ _ _ _ _ _ _ - , - ,.— � ---- --!�� � � =°� _ _ � -- , '' � _ , — — - . �; ( � � - I� , � n � . _ -- - - — , � . � - ,^ ^ , �� - . - ,� ,-, �- � � �, WOOD � PL?.5TIG5 �— .: I I � , �,�. ii, l . l li '' ' � -' -- , ' � . � � .��� , , I = �..\ � /... : t. � •, . �� , � ,/. , .� , _ , r � '� I /'�� \ ;i � � � �. � _ � ,- __ � / � . � , u ' � � ., , , �, i ' _J II / ,: . I ' / �/ � I I ✓ / � � �_ � i � iVii J I , _ . . . � i " I � _ � � - , i i , ; � ' __I =; ! � � � , , .- � I��J � \ / � -.- � �� �� � _ � � , 1 , : � i � i i �. _ �, � L �_. i� L - -'� 1� — i / � - � i � i i I i � I - --- --' I - �, . O � .—, . ` , _ 11'- - ��I� �— ,� = - - - - _ � ` — � bA ROOF STRUGNR� _ �� ,� � �� , '� �l�i ��� � � i � i �. I I � �� �, � � i � I II ' a _ 6 � I II _I'� I � -- ! � �� II �-� ,- -�', —�li - j.='I--l��l�J _� k I =�- _� � i- -- � � -=i��- i�I- _I�-I��I - , � � � � 6B FLOOR STRUGTURE - — - 1� � ' � - � � i _ , - � �!, - - - - — - I I - - - - T.O. FINIS++ FLOOR bG 2X8 WOOD STUD WALLS �' ��I � �� _ -- I I -',� - I I 11 " =--�- �C �(- '�, �I �I � - 81 ?8 '-0� i �� I� �`- _ � I � � � - - � �� �� - � �� -�, 6D 2X BUILT UP WOOD TRU55 � � _ ' _ I ' ���-S �� - � _-_ _ � - - � 6E IX TON6UE AND GRDOVE SOF�IT � �--� � )_ .. �-�—�� _ i i�— � - I�" I� - - �!' - I I - - � !� ��_���_�� �� i �� � � �"i� _���_.- = I �`�1�� ��� -ii ' )' I� �iy li� �� - ����� i� i��- I �� � � 6F 2X8 FASGIA _ ��� - - � � -j��� --I� ,I �����I � II � �I _ �� � � �II . �_I���� � ° _ II-��-'. II- ,' =i' I�I _i-- " - - I ��� - � . , " - - - � � � �� � - -�� �- � �-' ��� �� � - 6G 2XI2 FASGIA � _ i - _ �� I� � il �{�� - _ �] _ ' -�_�1� � � , _ _ ��tl�` �-8�_ � - _ - (�I - - �� �', � - � , _ _ -', --- /, - 6H 2X8 WOOD 7RIM � �� J �' = -° _ - , _ . _ _ �, ! , ._ ' ' � _ ' ` n �j L � = i�^i i - J � E I�� - _ , � / _ O I � �i � � _ _ � ` )- - _ � _ ^,I � I 6 X 7RIM � 2 6 WOOD 1 ' � G3 �-��� - - ���_ _ - , _� _ �i _, - -_ , ' 6K EXPOSED i20UGH ++EWN BEAM O� I �` � _ - g�2 e� � - =� � _ - _ . �� � � I, � , � ���- _ _ � � � I� _� _ _ _�'' ., ° _ _ � _ ° I I� - � � - °� �. � � � 1,—i ��� � � � � � - - " _� � ' �� � � - � ��� ��� � O IL-�-� � _ I � - � { I � �� ` � �I� � I�_ �� 6L BOARD AND BATTEN SIDING � -: � � � � � - � � ��i � i�i �_� � ' _ � - ` � _ ��' I � ji - � � -� _-. _ - - � I i i _ _ _ �__ r'�,� ��-j ��� _ O - � � . ' r 1C - 6M GHERRY R,415ED PANELING �� � � - __ �. � II �� li - '� '' � ' ��� � � � . �I �`--"_�- _ _ i ' — - - ` �_�-- _�� � � �� . . ! -- �. . . . 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' � �� IXTB GW ; , � i J 1 I ,� �I )' f i i I � : �� , � I k t � �Y � j i � ._- . 6P OOD PANELING � , � , , � � � � � ��� � I � �� � _ . . . � � ' � - � � -- - - ��� - '- � - � '- - - -- ��, ��� ' .� - _ � - ,- �� - � � ,�,. � -_ , � - � �- r« - - - - - - - � - - - - _ , � � �_ � �. � : - ,._ - - - _ i- �' � .-<- � � � _ � - _ ��-�-°-�,., ''- - i � �� , --� ' � ���,°--�_- �� ��-,_, ��� - 2 , - : _ � � - �� ( � ✓ ��,, ��, , � � �- ` � � � � �< � - � - - � - � MS ..� ... -- � �, , �I.._ . : ��. _ . ` ��_. �: 4�._ . :' . -•-� ��� � _ � , -. '_ � � ... .,._ . ` . � .� � ��...�- 4 � l. .. _ _ - - , i �1 i . - . - i' - , - 6Q 6 X 12 GF+ERFtY SEA � � . � , � �� - - � � � i� � � � - �_ - _ _ _ _ _ - '- - - - _ _ ; � �,_. _ ; �.� _ �.- _ ; �-- " -"� _ ; - - ��� _ , � � , � , � - -�� � i : �, � �� � i ��� � li� ;; I .� i � �,� � I , � -;: - - - ��I - - �� - ��%- �;� � --�<��" =.� 6R GHERRY SHELVES 1 � - � � - - - � - - _ _ '�, , �, �� . �, _ , , �� , { - �_ �. � � „ � �_, � , -_ �., � '�� ; -�� � .�- - - - - n 1 }� � - , , , � _ ���_ r� � - . - �'�, /�1 � /. l� - 'V�. i-� ,-F �� /--V /� �: �, - X � ,t �� � _ T.O. FINISH FLOO� , � _ . __ � , � . r , � , , .T , , , , . . , 8166 �-0 �� DIVISION SEVEN - T�+�RMAL �.._ 4B 6L � MOISTUR� PROTEGTION � I lA SHAKE ROOF � '7B STANDING SEAM GOPPER - GLRSS A 4A �G GOPPER FLASHING w GARAGP 'ID STANDING SEAM GORTEN ROOF i�EFER TO I/A303 -fF NOT USED I ^� 7G RI61D INSULATION V / W � OUT� � �. � �l � T I O �l DI � ISION EIG�fT- r 1 z DOORS � WINDOWS `� J � �� SA STEEL WIFIDOWS (BLAGIG) p � ' �� � �� SG EXTEf210R DOOI�OR DOOR � � O � SGAL� : I /4 = I —O � � 8D TUBE STEEL WINDOW MULLION Q � � � � � DIVISION NINE- � j o 0 0° � INISHES � Q � � � 9A INTERIOR PLASTER N1ALL FINISH � � w � � 98 INTERIOR GEILING PINISH � Y m 0 � aG INTPRIOR FLOOR FINISF+ C� � . a O M J 4D EXTERIOR GYPSUM SHEATHING (NON-GOM) � m � j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. Af2GHll"EGTURAL FEAIyRE h DIYISIO� �u- "� M - - - - - — - — - — - — - — - — - — — - — - — - — - — - — - — - — � � � II �� e2oa�-o T SP�G I ALTI ES � � NO REQUIREMENTS RE�EK T.�.' 2/p.502 � � - - , � =0R �LAN D I V I S I ON EL��/�N- � — _i� 10 EQU I PMENT �/ �� �, IIA BUILT-IN GABINETS � ,.� � ,�� �`\ , DI �11510N TIN�L�IE- � '� � R�FER TO I/A502 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r-- - - - li �' - - - ����P1 At�L- - - - - - - - - - - - - - - - - - - - - - - - - — - - - T.O. GHIMNEY FURNISHINGS �B - - - - - - / � � . �. - - - - - - 8201 '-� ;� �� ; _, NO REQUIREMENTS � . - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - . r . - - - - -�- - - �j / ---- - - - - - - - - - - - - - - - - - - - - - - - — ° - - - - - - - - T.O. 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Q � � Q p 4B STAGKED MASOh1RY 2" TO 3" DEEP I - � I � 4G ROUGH STONE QUOINING 304 304 4D GFfAMFERED STONE GAP � � 4� SLOPPD STONE SILL � 4� STONE BASE I 46 STONE PAVIN6 j 4Ff MORTAR SETTING SED - - � - - � - �� 4J SGULi'TED STONE BRAGiGET � �' �' 4K GUT SANDSTONE I � Q ° B,2 a � �� DIVISION PI �/�- M�T?�LS ! SA HANDR,41L- METAL VERTIGALS AT 4" O.G. 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RM nl �lISION � IGHT- W � DOORS � WINnOWS Z 2� � 2 �2 U J 2 � 3�3 O 304 Q 305 2 GAfZAGE EFIU GARAGE SA STEEL WINDOWS (BLAGYJ � � O S�Y MA5� SUITE � � � � 8'�' SG E TERIOR DOOIROi2 DOOR 0 Q 304 O 304 8��, B��• . � p I 2 � 2 SD TUBE STEEL WINDOW MULLION � w O � � 40 � �- o _ � _ 1� 1 �lISION NINE- � ; o � o � _� _� PINISHES � J � o Q V `r 9A INTERIOR PLASTER N1ALL �INISH Q j � � � L LINE OP GEILING r--___ _ 9B INTEi210i2 GEILING FINISH � � w � w O � ,4SOVE I -'----_______ � aG INTPRIOR FLOOR FINISH �I Y m � O O � � � m 2 f '---- m 303 aD EXTERIOR GYPSUM SHEATHING (NON-GOM) UO � d O 303 � 1 -___, "' � J o� Q � ro � � DIVISION TEN- � °' M � �� � ; SPEGI �LTIES � " � � � � � � GEILIN6LABOVE NO REQUIREMENTS Q � 0 � � DI �lISIOH EL�V�1�- � p � ; ; �QU I PM�NT 306 i i PE TO IIA BUILT-IN GABINETS � GLOSET i i ABO D I V I S I ON TWEL�/�- w � — _ _ � � � - - - _.-1 � 1 PURNISHINGS -, � - --__-_ � I _ '- - - --- - -- __ __ � _ _ I —__ O _ O` I �— ' NO REQUIREMENTS � ____ , DIYISION THIRT�EN- , � �- SP�G1 ,4L GOUSTRUGTION w I _ � � - -- - NO REQUIREMENTS � � � , � - __L DI �l1510N FOURT�EN- I - �_ � I - --__ _ 1 - -� GONV�YING SYST�MS �_ --_. ' _�� � B � �_ _ � B xo �aui�r�H-rs � - �__ n 1 -� _ n DI �/ ISION PIPT��N- I I � I � � M�GHfkN I GA�L I � 15A PLENUM FOR DUGTING 303 303 DIVISIDN SIXT��N- EL�GTRI GaL I6A GAS OR ELEGTRIG EXTERIOR LI6FfT I6B NOT USED I6G DOWN LIGHT /��\ � A L i°Wn °� `�a'► FRITZLEN `�� ��� �� ���� P I E R C E ;,: ., � A R C H I T E C T S 1650 E. Vail Vailey Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com faz(970) 476-490'I (970) 476-6342 "' 1�1` � I �l 1� � �1 � � i� G � - G � fi� � G � "' l� O � � � l� � �l � � fi� G �' - G � fi� � G � ��45TRESID�NG� LOWER ff MAIN LEVEL �GP- G�RAGE �� �� � � SGALE : I/4 " = I '-O " SGAL� : I/4 " = I '-O " � 208 �:. � - -��_ � - - �►� �: _��. M�T� RI ?�LS LEG � ND ISSUERECORD D.D. SET I6 Af'RIL OI DI �/ ISIOhI TWO- PE�zMIT 5ET SITE GONSTRUGTION IS MAY OI D I V I S I Ol� THRE�-GONGR�TE 3A GONGRETE FOOTIN6 3B 6" GOh1GRETE SLAB WITFf IN-FLOOR +fEAT 3G 2 " GONGRETE TOPPING WITH IN-FLOOR HEAT 3D 4" EXTERIOR GOh1GRETE SLAB D I V I S I ON FOUR-M,450NRY 4A MASONRY BOULDERS ' 2 ' 4H STAGKED MASONRY 2" TO 3" DEEP 4G ROUGH STONP QUOINING A301 4D GI-IANtFERED STONE GAP AI 3 4 � � fk-1 8 4E SLOPED STONE SILL 4F STONE SASP 101 '-I " 4G STONE PAVIN6 4H MORTAiZ SETTING SED 24'-b" Ib'-5" 5'-'T" I6'-5" 5'-'i" Ib'-5" Ib '-2 " 4J SGULPTED STONE BRAGKET 4K GUT SANDSTONE I I I I I 2 I I 3 I I nl �lISION PIV�- M�T?�L5 A4OI A4OI A401 SA I-fANDRAIL- METAL VERTIGALS AT 4" O.G. 58 NOT USED SG RIGID STEEL FRAME � — - - -- I — — - —�- — � — — � — � — — — — - WOOD�� PL,45TIG5 I I I � � bA ROOF STRUGTURE 6H FLOOR STRIJGTURE 2O� I I Z 0 6G 2X8 WODD STUD WALLS O INING � J F- � = Q, ip 6D 2X SUILT UP WOOD TRU55 O � � Q i W Q �� bE IX TON6UE AND 6ROOVE SOFFIT - I `� � I � � � \ O 6G2X2 ASGA I I 6H 2X8 WOOD TRIM bJ 2X6 WOOD ITtIM � � I bK EXPOSED ROUGIi HEWN BEAM � — — I — — I I — 6L BOARD AND HATTEN SIDIN6 ( � bM GHERRY RAISED FANELING � � bN 8" GHERRY BASE OR HEADER � � B� 60 4" GHERRY GASING � � � 0 bP IX T 8 G WOOD PANELING � � � 4�/A 3 0 0 q � bQ 6 X 12 GHERRY BEAMS I 202 I 6R GHERRY SH�LVES � j ��LL�s j O O 0 0 � DI �/ ISION S�V�N - TH�RMf�L h - I I j � MOISTUR� PROTEGTION � I � � � � � 2p4 � 075. 0 I 0 I � 2O8 "1A SHAKE ROOF � I I KITGHEN ' "iB STANDING SEAM GOf'PER - GLA55 A � I I I POWD. RM 205 � � � I I Q I �-0 �G� O O lG GOPPER FLAS++ING � �I 'fD STAh1DING SEAM GORTEN ROOF W � — — — - - � � O O I O _-r- - -- -- _ _ 'TF NOT USPD I ��6 2TO I O }iAL.LOWAY REFER TO I �G RIGID INSULATION I ^� I V J � I g,.p, � 0 I � 3/A604 D I �! 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SET I6 APRIL OI PERMIT SET DIVISION TWO- is M,ar oi SI 'TE GONSTRUGTION DI �/ ISION THR�E-GONGR�T� 3A GONGRETE FOOTING 3B b " GONGRETE SLAB WITH IN-PLOOR HEAT 3G 2" GONGRETE TOPPING WITH IN-FLOOR fiEAT 3D 4" EXTERIOR GONGRETE SLA$ DI �/ ISION �OUR-M?�SONRY 4A MASONRY BOULDEIZS 46 STAGKED MASONRY 2 " TO 3" DEEP 2 4G ROUGF+ STOFIE QUOINING 4D GFfANfFERED STONE GAP A I 3 � A301 AS 6 A� 8 4E SLOPED STONE SILL 4F STONE 6ASE 46 STONE PA�lIN6 101 '-I " 4H MORTRR SETTING 6�D 4J SGULPTED STONE BRAGKET 24'-b " I6 '-5" 5'-"1 " Ib '-5" 5'-"1 " Ib '-5" Ib '-2 " 4K GUT SANDSTONE DIVISION � I �l�- METl�LS I 2 3 SA HANDRAIL- N1ET,4L VERTIGALS AT 4" O.G. � � A401 � � A401 � � A401 � I SB NOT USED I SG RIGID STEEL FRAME DI �lISION SIX - � - - - - - I —� �- i � �- I I � - j - - WOOD � PL,45TIG5 � � bA ROO� SIRUGTURE � - J L - bB PLOOR SIRUGTURE � 6G 2X8 WOOD STUD W,4LL5 ? � O bD 2X BUILT Uf' WOOD TRU55 I � I I I I I = I� 0 bE IX TONGUE AND GROOVE SOFFIT N � !�uL.� Q i 6F 2X8 FASGIA � I I � ia ry � 66 2XI� FASGIA 6H 2X8 WOOD TRIM 6J 2X6 WOOD TRIM I � I I I I I i 6K �XPOSED ROUGF+ HEWhI BEAM � - - bL BOARD AND BATTEN SIDING � _ _ - _ - _ bM G++�RRY RAISED PANELIh1G � � —�- � -ig � � 6N 8" GFIERi?Y BASE OR +fE,4DER I I I I I � T I � 60 4" GHERRY GASING � � _ J � - � � - J L - � � �� 6P IX T B G WOOD PANELING 0 6Q 6 X 12 G+iERRY BEAMS � Q �B p _ 6R GHERRY SHELVES 1B -Q, � -Q, � - � ' � DIYISION S�V�N - THERM,4L � � � � � � _ _ J � L _ _ _ _ _ J ~ � I � M015TUR� PROT�GTI ON � - - /� ^ (f� � I � 9: 12 q : 12 -18 T.O. 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PROVIDE HEAT'fAPE IN ALL GUTTERS AND DOWNSPOUTS ALL ROOPS ARE GLA55 A ROOF SYSTEMS A R C H I T E C T S 1650 E. Vail Val�ey Dr. fallridge C-1 Vail, CO 81657 vaiiarchitects.com fax(970) 476-4901 (970) 476-6342 N � OO � � � � � I E,45T RESID�NGE I� ROOP f'LAN �� , I SGALE : I /4 " = I '-O ° , � 20 � M�T�RI �LS LEG � ND ISSUE RECORD D.D. SET � I � ISION TWO — I6 APRIL OI PEfiZMIT SET SIT'E GONSTRUGTION 16 MAY OI DI �/ ISION T�fRE�-GONGRET� 3A GONGRETE �OOTING 3B 6 " GONGRETE SLAB WITI-+ IN—FLOOR HEAT � - - — � — 3G 2" GONGI?ETE TOPPING WITH IN—�LOOR HEAT 3D 4" EXTE�IOR GONGf�ETE SLAB W I W I DI �/ ISION �OUi?-M�SONRY z � � Z � 4A MASONRY BOULDERS J � = 4B STAGKED M,A50NRY 2 " TO 3" DEEP = I� � � I 4G ROUGH STONE QUOINING Q �j O Q � 4D G+fAM�ERED STONE GAP � i� \ � � � 4E SLOPED STONE SILL 304 I 304 4F STOh1E BASE ' � 4G STON� FAVING I I 4FI MORTAFZ SETTING B�17 4J SGULPTED STOhIE BRAGIGET — — — � — — � — � 4K GUT SANDSTONE � �� , �� DIYISION FIV�- M�T,4L5 i 9 ° B� a ° B2 SA HANDRAIL- METAL VERTIGALS AT 4" O.G. 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NO REQUIR�MENTS � � M ' �j- -�� r- °� � 1 � - � D I V 151 ON FOURT��N- '"`'� � � � _ � _!j_ - I 4'-u ., s-rou��e GONV�YING SYST�MS � LE55 THAN 5'-O�� Gg 61 -- � _�— � � — � 1 � EQ. O ____ NO REQUIREMENTS '— � -- - � DIVISION � I �T�EN- I � - -� _ � � I � �a. �es THAN 5�-0° - -_ _ �� _ `� � MEGH{�NIG�tL I — — ry ' � — n ' �— I 4�_" �_ ISA PLEhIUM FOR DUGTING I LINE O� BUILDING ' I DIVISION SIXT��N- 303 OUTL I NE 303 �' �L�GTR I G,4L I6A GAS OR ELEGTRIG EXTEiZIOR LIG++T LINE OF BUILDIN6 I6B NOT USED ROOF LINE OF ROOF I6G DOWN LIGFiT � SELO W / li�J � \� NOTE: NOTE: ALL OVERHAh1G5 ARE 2 '-O" U.N.O. iZEFER TO I/A502 FOR ROTUNDA PLAN PROVIDE HEATTAPE Ihl ALL 6UTfERS REFER TO 2/A502 FOR ARGFfITEGTURAL �EATURE PLAFI AND DOWNSPOUTS ALL ROOFS AR� GLA55 A ROOF SYSTEMS F R I T Z L E N PIERCE A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.00m fax(970) 476-4901 (970) 476-6342 "` i� 00 � �' � � �1 - G � i� � G � "` U � �' � i� l� � �1 � 1� � � OOfi�' � L. � �l - G � fi�� G � �ASTRESID�NG� UPi'ER LEVEL PLOOR �� �� AND ROOF 6ARA6E PLAN SGAL� : I /4 " = I '-O " SGALE : I /4 " = I '-O " �:. � � 20 � M?�T� RI �LS L � GEND ISSUE RECORD D.D. SET DI �/ 1510N TWO- ib A�i� oi PERMIT 5ET SITE GONSTRUGTION IS MAY OI 171 V I S I ON THR��-GONGR�TE 3A GONGRETE FOOTING 3B 6 " GONGRE7E SLRB l^11TH IN-�LOOR HEAT 3G 2 " GONGRETE TOPPING WITH IN-FLOOFZ FfEAT 3D 4" EXTERIOR GONGRETE SLAB � � o � Io DIVISION �OUR-MftSONRY _ � � V I W � 4A MASOh1fZY BOULDERS FU- I � � Q � Q 48 STAGKED MASONRY 2 " TO 3" DEEP � i � � I � i � \ � D ROANI�ERED STONE GAP 304 304 4E SLOPED STONE SILL 1 I 4F STONE BASE 46 STONE Pl+VING 4H MORTAR SETTING BED —� ' � — .._ - - - - �' A O 4,1 SGULPTED STO E B G T �' 4K GUT SANDSTONE 1 � a � Bz -- - - - � a� B� _---- ---- DIVISIO�1 � IVE- M�Tf�LS / = ��, - ❑ / �, 5R HANDRAIL- METAL V�iZTIGALS AT 4" O.G. j� V �'�� , � 58 NOT USED i A i � �-1 - i �— �-1 � ' _� SG RIGID STEEL FRAME � �LS„ � �� � �� 4r C�„ � �3 \ � � � � �, , T �� � � � nIVISION SIX - / � � �� '-a° - � \ � � 4 - �! � �� '-a^ ,� 4 , ; � � � _ WOOD � PL,45TIG5 ; � � � % , �V ' � � � / � � � bA ROOF STRUGl11RE � � — � — 3 lo '-O^ \ \ / � �y� _ ' 3 10'-0 „ 68 �LOOR STRUGTURE \ � bG 2X8 WOOD 57UD WALLS EQ. ¢ � � � i 40 i : � 40 E, � � �� � � /� , r.> � � �GUS� MADE GUSTOM MADE I ��` � � ; � � �f, � ¢ L�� � � bi� 2X BUIL� UP iN�OD iRU55 ' ` � i � �` bE IX TONGUE AND GROOVE 50P�IT 2 �� �� � � �Q. �` �� � i � i 6F 2X8 FASGIA 30 � �✓� � 66 2XI2 FASGIA ���� �� � � � � � ' j i i � bH 2X8 WOOD TRIM ' �� � i i � � � ' � _ � bJ 2X6 WOOD TRIM ; � - � Ii - - O i �G� �_ � bL BOARD nAND BATTEN SID N6M ' 4 '-6 " � �. � � i � � - - � _ _ __ -- - 6M GHEi�ZRY KAISED PANELIN6 MI J - —_ --- O �� i ry - - ` I � i � � 6N H" GF+�RF2Y BASE OR HEADER ; PAD, PER CADE. , I I D I` 8" RAISED MEGH. _ _ O 60 4" GI-fERRY GASING 213 - — — — — - - - _ i ' ` --- 12 � li � i ¢ I; I ' -_ ;, bQ I6 X 12 GHE RnY BPAMSING ' � � � i _ - � _ bR GF+ERRY SHELV�S � IIS ' _ - - . - � -� � � � 'I I „ � � � i� . __ . __ � : �_ .. -- i j� � � /I HR. SEPARATION WALL SYSTEM r — — — ' — � � '' - - � *� � I _ - - DI �/ ISION S�V�N - Tf��RMAL � � I ; 8 I HR. FLOOR b GEI N6 SYSTEM / I _ ;/ � MOISTUR� PROT�GTION i �- �_ �_ ~ ' � � ' � - I � — �-- + I I HR. SEPARATION INALL SYSTEM -- � _ . ^ 1 a _ __ i, � AND I HR. FLODiZ AND GEILIN6 � — L� � "1A SHAKE ROOF 7B STAhIDIN6 SEAM GOPPER - GLA55 A V J ry I! I G I SYSTEM � � G 7G GOPi'ER �LAS+fING � I N4 � ������� _ � �D STANDING SEAM GORTEN ROOF � � � --��--w1� ' � � - "fF NOT USED � � trl�� l1� I2 I � -���; 'TGRIGIDINSULRTION I , �, I O � � �` � -_-� � flIVISION � IG�fT- w 2io ' � _ � � > � , � ,� POWD. RM ; —_� , �� DOORS � WIUDOWS v m i � GUARDR / \ � PER GOI - - — II^ 8A STEEL WINDOWS (BLAGK) v J 2 ¢ I � T�� 2 IIb 8B GUSTOM EXTERIOR DOOR � 304 O 21� � � 212 O ¢ 30`} GRAWL SPAGE � 8G EXTERIOR DOOR Z � � O � � 211 � ' I � 8D TUBE STEEL WINDOW MULLION � Q � � \ GARRGE � ` �HU GARAGE r � 2 GRAWL SPAGE II6 2 � w � � o rv \ I ' 4 O �55 T�;AH s'-O " �+� 1 -�+�r � � � DI �/ ISION NIN�- Q J � � � � � � _ � �� _ � INISH�S � � p p o 1 > o I � � . I I -' __ i1 '� 4A INTERIOR PLASTER INALL FINIS}i � � w � � W Li � � � 98 INTERIOR GEILING FINISfi � j Q O U � _ � � 4G INTEt�IOR FLOOR �INISF+ ^' � m � '-'-' ry GD EXTERIOR 6YPSUM SFfEAT++IN6 (NON-GOM) {�,� Y n� � O ¢ O ��ooR �rza.iNS � - e � � m 2 m 2 DR U � d GODE, �. 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Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.mm � I \ / faz(970) 476-4901 (9701476-6342 M � I 1 - � � � � � O � i "' � �. 00 � fi� 1� � �1 - G � � � G � "' � � DOi� i� 1� � �1 - G � fi� � G � �AST R�SID�NG� LOVYER Ai,lD MAIN LEVEL GARAGE FLOOR PLAN �� �� - SGALE : I /4 " = I '—O ° SG�L� : I /4 " = I '—O ° � � 20 � I � Il°4T� I� il'tLJ L �G � I �iL ISSUERECORD D.D. SET I6 Af'RIL OI DIVISION TWO- PERMIT SET IS MAY OI 51T� GOKSTRUGTION n I V I SI ON TI�R��-GONGR�T� 3A GONGRETE FOOTIh1G 3B 6 " GONGft�TE SLAB WITH IN-FLOOR HEAT 3G 2 " GONGRPTP TOPPING WITH IN-FLOOR HEAT 3D 4" EXTERIOR GONGt�TE SLAB D I V I S I ON POUR-MASOURY 4A MASONRY BOULDERS 4B STAGKED MASONRY 2 " TO 3" DEEP 4G ROU6H STONE QUOININ6 4D GHAMFERED STONE GAP 2 4E SLOf'ED STONE SILL 4F STONE BP.SE AI � � � A301 A5 �6 A� �8 46 STONE PAVIN6 4H MORTAR SETfING BED 101 '-I " 4J SGULFTED STONE BRAGi�ET 4K GUT SANDSTONE 24'-6" Ib'�" 5'-R " I6 '-5" 5'-"1" I6 '-5" Ib'-2 " I DlVISIOI� � IV�- M�TALS SA HANDRAIL- METAL VERTIGALS AT 4" O.G. , I i I 2 3 SB NOT USED � A401 � A401 � A401 � i sc Ri�i� sr��� Fr�z,�r� I � I ��-o° Ea. � ea. � �-o�� I DIVISION 51X - � � E4 WOOD � PL,45TIG5 � - - - - - - I - - - - - - �- - - - - I - O - - - I Q - I - - - - I - - - - � - bA ROOF STRUGTURE \\ ry ry I 6B PLOOR STRUGIURE 6G 2X8 WOOD STUD WALLS �� � w I � bD 2X BUILT UP WOOD TRU55 ��-�� 8�� �� � z � � bE IX TONGUE AND 6ROOVE SO�IT � ��' � J � �t1 bF 2X8 FASGIA I I � ' .,� I _ _ I I � W � _� 66 2XI2 PASGIA � �� � - � � � ' � I � � O bH 2X8 WOOD TRIM I 4 I j I � bJ 2X6 WOOD TRIM �, \ � I, 6K EXPOSED ROU6H HEWN BEAM � �' � � 6L SOARD RND BA"f�N SIDING \ I � � 2 '-O" EQ. � EQ. 2 '_O " I C� 20l � I 2'-O" EQ. � EQ. 2 '_O" I 6M GHERRY 2AISED PANELING \ w W FI O DINING RM O ( bN S" GHERRY BASE OR HEADEFZ � - - - - - - - - _ � — - _ - - F2 - - - - - - — �— - 60 4" GHERRY GA51N6 � \ � 8 O 2 - - 1 � bP IX T E 6 l^100D PANELING \ \�\ i HANDRAIL PER � r �' �� O _O GUARDRAIL PER � 6Q 6 X 12 GHEI2RY BEAMS GODE, TYP. � 6R GHERRY SHELVES , ` , � GODE, TYP. D� � n^ f �� I FO - � � I � ;�,� � n � � i 3 � o �� N DIVISIO�1 S�V�N - THERM,4L � \�\ GUARDRAIL PER � I � � � u/ . `� `��_62,� ��-22 2 '-II �� � � � Ob � . p �� A \ GODE, TYP. � �� � � , _ - �� N *I i � � i 3 � MOI STUR� f'ROT�GTI ON �"'�' � c, � � � ' F��� �� � �� � � - - - — 7A SHAKE ROOF 204 I 2O5 r --ir-� r-� L�V� ¢'' �" i 7B STANDING SEAM GOPPER - GLA55 A � � i ❑ ii i J i � �- � � �G GOPPER FLASHING I MEGH POWD. RM / i ii ii iI � I ° o ° � i � r--- METAL I I II i r-�r- �r- � - - i o ` - - -- �--- ' - �D STANDING SEAM GOf2TEN ROOF � , 000 � GORNER I q.�_� I " C� � - - - � - o O - - --" �F NOT USED 2 � � 202 I � 206 ° O ao O � % G RI61D INSULATION � /�� - - - - - - - - �{ � - - - - BILLIARDS 5 ' I HALLWAY �g I 04.0 � 20b � OO O �, DEGK - �-- - - V J '� nIVISION � IGHT- W � 2 ASOI _ _ _ 2 � KITGHEN I I � �� DOORS � WINDOWS U z � � S�� �J� ( � DI _ � � ---- l i - - -- �- I � C7V� ' 2 8A STEEL WINDOWS (BLAGK) � u. I 6O � , ` ' 3� 8$ GUSTOM EXTERIOR DOOR p f � O8 I � SG EXTERIOR DOOR � �Q � � � I � O 201 20l o I 203 / � \2-20 i 219 � � LI 8D TUBE STEEL WINDOW MULLION � w � u^j � � � 201 LIVIN�G � � I � � ttm WET BAR o �'�tGH I i 219 � � � � 2 � ' Q J � � , - �Axrr�Y — — — — DI �/ ISION NIN�- ` v - �p � � ----- -- � ° \ i — — 4 '- � � � I 2 - I I 6 " � O � I HR RA hCliyC.Fl m � �, i i i �i L 2I3 MI � � u � �'J�"��S ---� w �k � > � p o � �' i � � � 3O �` � � f+ �_____ � L - - J I � 9A INTEiZIOR PLASTER WALL FIN15H � Q � � �"' `� U ✓� \ \ (��� - � I6 I I � b'-3" 4'-0" 213 21g 98 INTERIOR GEILIN6 FINISH � M m � � i ,/ `V N � 21.� ENTRY FOl'ER , " � � PA55,4GE �2 aG INTPRIOR FLDOR FINISIT Y m U � � V` ' 0 � / 215 3 � 4D EXTERIOR GYPSUM SHEATHING (NON-GOM) U � � �- � I � m +���wAY I � � lL� ` }iflLLWAY A?OI � � as ¢ � � DecK - - - - - - - — - _ I - - - �- - � � � - - - - I � �A '"i'" - - - - - - - 2oa - i +�z. s� S EG I i�LT �S Z °' n, � .` ) o i � � I � � � 2 �p i f��701 6'-3" 4'-O" I STRIR 4 I MR F Q c� M �\�J` ` UP NO REQUIREMENTS 'h� �' 2�8 ; Q o � I 60 � i , DIVISIOU �L�VEN- � ~ Fa. � Ea. 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F4 �a. 2 '-0° � Ma� ��oor� o �LEGTRIGP�L I6A 6A5 OR ELEGTRIG EXTERIOR LIGI-IT ! % � � _ IbB NOT USED / �-� _ _ I6G DOWN LIGHT �- �� /,! � ,�__ � �= �� i i� / i i - �s- I i' \. � ' �" % GUARDRAILS PER GODE, TYP. i 21I �- I I //,/ , _ _ / „ � � � , ; � ce — _ �' ' � ; �� %% % �� -' - � �,,�% - _ � - ;; � ;� ' � �a� �a� � '-3 ° FRITZLEN � A301 ' � � � ¢ PI ERCE , � � I � � , , , \ \ \ \ A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 � Vail, CO 81657 vailarchitects.com / � fau(970) 476-4901 (970) 476-6342 ,•�c !� / "' 1�I' � Ifi� � � �1 � � � � OOi�' fi� � � �l � �AST RESIDENGE MAIN LEVEL FLOOR PLAN �� SGAL� : I /4 " = I '-O " � 202 ISSUE RECORD D.D. SET M�T� RI ?�LS 1� � G � ND I6 APRIL OI PERMIT SET IS MAY OI DI �/ ISION TWO- 2 SI 'TE GONSTRUGTION A301 AI � 3 �4 � � �7 � DIVISION THf�E-GONGR�'f'� 101 '-I " 3A GONGRETE POOTING 3B b " GONGRETE SLAB WIT}+ IN-FLOOR HEAT 3G 2 " GONGRETE TOPPING WITH IN-FLOOR HEAT 24'-6 " Ib '-5" 5'-R" I6 '-5" 5'-'1 " I6'-5" 16 '-2" 3D 4" EXTERIOR GONGRETE SLAB �I 171 �/ 1510N POUR-M?�50uRY � 2 I °j 4A MASONRY BOULDPRS I I A401 � f14�� Ara.Q� I 4B STRGKED MASONRY 2 " TO 3" DEEP I � I I I 4G ROUGH STONE QUOINING 2 �_p�� EQ. �Q, 2 �_p�� 4D GHAMFERED STONE GAP V\ 4E SLOPED STONE SILL � \OV �.� I JI I 4G STONE PAVIN6 � - - � - —-� � - - - � - - - � - O - - � - I - - - - I - - - - - I - - 4F+ MORTAR SETTING BED ��� � � 4J SGULf'TED STONE BRAGKET N GRE55 �� �'i� N � - � 4K GUT SANDSTOIVE WINDOW � � � � � DIVISION PI �/�- M�TALS i � ' ' " � � � "' _ .� - - ;' ---- -- -- - � .� � w o � g3 IOG F � cv � SA HANDRAIL- METAL VERTIGALS AT 4" O.G. i � � /� 48" H BARRIER PER GODE, IYP. i O G-UEST SUITE g �' O � � � � Q O 5B NOT USED ' i' � REFER TO SITE PLAN I/A102 ■ ❑ II � �� ; � � � � I SG RIGID STEEL FRAME � � ii EQ. �' EQ. -NV -1cV �� ' � 2 �-0° 2,_2�� � �2�_2 ° 2�_0�� � DIVISION SIX - � � � i O O i / _ _ _ _ i i "''�L '�`B°v� a� m , � s� � I WOOn � PLaSTIGS �A - - , - - - - - � - - �— -- — , - / ` � ; � ,�I I i a ECs2: � �Q: _ - - _ - - - � � b{a ROOF STfZJGTURE i � " � O �� ` � �"��� � 109 � � � �I 6B �LOOR STRUGTURE i �' . � � / � i , � ' � �js �- � � ry ry � bG 2X8 WOOD STUD WALLS � . ---- - ., - ----- --- --- q ' i I i llJ w g2 ALIGN O � = bD 2X BUILT UP WOOD TRl)SS " � ' i N �q � GRESS WINDGVV = - - , 6E IX TON6UE AND GROOVE SOFFIT � ` HANDRAIL PE12 � - a= � O - BI � � 6P 2X8 PASGIA _ \\ � , GODE, TYP. i O � . 4 `t 1 .9 ---------- O `r � 66 2XI2 PASGIA O �,, A i � � � � � N ' � i = 6H 2X8 WOOD TtZIM n �, A501 ,�} - - - - - - - - - - - ----------- ----- - -------- - �P \ ` �� L� }-+ j / � � 1 �� i 6.1 2X6 WOOD TRIM � i � � q I �� S��P� L`� i 6K PXPOSED ROUGH HEWN BEAM i 4'--f I �� �. � �_ _ 105 I I 10� I jJ� .- ' 5 - 10 2 112 � i � _ _ �;�� �' � � 6L BOARD AND BATTEN SIDING � � 8 -3 2 BUNK fZM #I I I BAT++ � E++U LIVIN6 � � i 6M GHERRY RAISED PANELING � u cs A501 l I I t+a�L E��ss y �� , _ - - - __ i I10 ` 5'-62" /� i I' 6N 8" GHEi2RY BASE OR HEADER i I O ,:• W I N D O W U � + , � \ i 60 4" GHERfZY GASIN6 � - - - - - _ I - � EQ. � EQ. j ; 6 '-3' EQ. 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Vail Valley Dr. Fallridge C-1 � O � � Vail, CO 87657 vailarchitects.com faz(970) 476-490"I (970) 476-6342 N � � r/ T � � �/ I � � I � G � i/ I T � � � � I ` ��T RESID�NGE �� SGAL� : I : 10 - _.� . ,T ,� �..,� . ���--�� � � � 02 � �� ' N �, ( � � --`==,._ � . � �, ,t, . - ISSUE ftECORD DD. SET I6 APRIL OI � PERMIT SET I IS MAY OI STANDARD ABBREVIATIONS DRAWING IND�X fi'ROJ�GT DIREGTORY ADMINISTRATIVE INFD . A.F.-. �C\(E FINIS+iED �LOOR LAM. LAMIh1ATE � Drj pERM�T ARGHITEGT: FRITZLEN PIERGE ARG+iI'iEGTS A.F.6 ABGVE FINISF+ED 6RADE LAV. LAVATORY SHEET DESGiZIPTION ,4GOU5. AGOUSTIGAL LIN. LINEN SET SET Ibr-.�O E. VAIL VALLEY DRIVE L.EGAL DESGRIPTION O� PROPERTY ADJ. AD�USTABLE LT. LIGHT VAIL, GOLORADO 8165'I LOT 2 AF1D 3, SLOGK 3, VAIL VILLAGE FILING 3 � ANGH. P.NGHOR LT.WT. LI �TWEI6HT RPPROx. APPROXIMA-�LY M.H. MANHOLE 4?0.4'76.6342 ARGH. ARGHITEGTURAL M.O. MASONRY OPENING GODE AUTHORITY: ATTEN. ATTENUATION MAGH. MAGHINE GONTRAGTOR: GEORGE SHAEFFER GONSTRUGTION UNIPORM BUILDING GODE 199'7 AWN faWh:N6 M. MASTf2 i BDRM, 5EDROGM MAX. MAXIMUM AODO �`� �T Ib APRIL OI IS MAY OI P.O. SOX 3?3 BD. 50ARD MEGH. MEGHANIGAL _ - _ _ - VAIL, GOLORADO 816�8 JURISDIGTION: B�j G. BUILDING MTL. MET,4L. BLK. BLOGK MFGR. MANUFAG7URER A102 SITE PLAN Ib Af'RIL OI IS MAY OI 4'f0.845.5656 TOWN OF VAIL BLR. BOILER MIN. MINIMUM _ _ _ BM. BEAM M.W MIGROWAVE BOT. gp TTOM M7D. MOVNTED A201 LOV�R LEVEL �LOOR PLAN-MAIN HDUSE I6 APRIL OI IS MAY OI STRUGTURAL ENGINEER: BOYLE ENGINEERING GONSTRUGTION TYFE G.B. GATGH BASIN N LG. NOT IN GONTRAGT - - -- - - - - - - - - 143 E. MEADOW DRIVE �3Q0 '1YPE V G.G. " GORNER GUARD G 'Y NEGESSARY G..1 GON?ROL JOI NT (N NEW A202 MAIN LEVEL FLOOR PLAN-MAIN HOUSE I6 APRIL OI IS MAY OI VAIL, GOLORADO 816�'7 G.M.U. GON' RET MASONRY UNIT N M. NOMINAL 4'f0.4'1621'f0 zONING: G.O. GLE�+N OUT O.G. ON GENTER G.T. GPRAMIG TILE O.D. OUTSIDE DIANfETER ,4203 LOV�R i MAIN LEVEL FLOOR PLAN - 6ARAGE I6 APKIL OI IS MAY OI FAMILY PRIMARY/ SPGONDARY RESIDENTIAL DISTRIGT GAB. Gf�INET OPG. OPENING MEGHANIGAL ENGIh1�R: RADER EN6IN�RING GEM. GEM=NT QT. PAINT G�R. GERAMIG PARTN. PARTITION A204 � ��- F�� �� d ROOF PLAN - GARAGE I6 APRIL OI IS MAY OI P.O. BOX 8610 OGGUPANGY: G G. GEILIN6 P}+. PHONE - - AVON, GOLORADO 81620 TYF'E R, DIYISION 3 G O5. GLOgET PL. PLATE G R. GLEARP,NGE PLAS. PLASTER ,4205 RDOF PLAN-MAIN HOUSP Ib APRIL OI IS MAY OI a'70.845."T910 GOL. GOLUMN PLNK. PLANiG GON. GON_!�T� PLWD. f'LYWOOD GONT. GON � INUOUS PORG. f'ORGELAIN R206 LOY�R LE�/EL RGP - MAIN HOUSE I6 APRIL OI IS MAY OI UVIL ENGINEPR: LKf ENGINEERIN6, ING. GONST. GpNSTRUGTION Q.T. OUARRY TILE - - - P.O. BOX 283'f GPT. GAf2PET R. RISEIZS D. DRl'ER R.D. ROOF DRAIN A20� MAIN LEYEL RGP - MAIN HOUSE I6 APRIL OI IS MAY OI EDWARDS, GOLORADO 81632 D.W DISHWASHER R.O. RoUGH OPENIN6 4?O.q26.9088 DSL. DOUBLE RAD. RADIUS DET. DETAIL RE: RE�cRENGE .�.208 MAIN d UPPER L.�VEL RGP - GARAGE Ib APRIL OI 15 MAY OI DIA. DIANf�TER ftEG. ¢cG=55ED - - - - - SURVEYOR: EAGLE VALLEY SURV�YIN6, ING. DIAG. DIAGONAL RE�. RF�RIGERATOR 41194 {-IIG+iWAY b d24 DIM. DIMENSION REIN�. RcINFGRGED A301 SOUTH S NORTH ELEVRTION - MAIN HOVSE Ib APRIL OI IS MAY OI DN. DOV�N R�Q'D R°QUiRED _ - - - - - - P.O. BOX 1230 DR. DRAIN RPS. Rc515TANT A30� V�gT f EAST ELEVATION - MAIN +i0U5E I6 APRIL OI IS MAY OI EDWARDS, GO 81632 DWG. DRAWING RESIL. RES�LIENT 4�0.949.1406 pUMPSTR. DUMPSTER RET. RET{aININ6 - - - E..1. ExPANSION .lOIh1T REV. RE�/ISION A303 -r�p�7}{ � Ep,ST ELEVATION - GARAGE Ib APRIL OI IS MAY OI EA. � �GH RM. ROOM EL FL�V.4TION 5.5. STAINLE95 STEEL - E�GT. _' �GTRIGAL S.V. SH�T �/INYL ��4 NORTH b WEST ELEVATIOhI - GARAGE I6 APRIL OI I5 MAY OI TO�/ GR�A AND SITE GOVERAGE R�QUIR�MENTS ENG. E1`vGI ,tiEER SGFlED. SGf�`DULE �Q. EOU?.L SEGT. SEGTION A401 BUILDIN6 S�GTIONS QUIP. EGU '°MENT �-�}-IT. SHc�T Ib APRIL OI IS MAY OI EXIST. ExISTING LVS. SHELVES EAST LOT EXP_ XP,�,NSION �M. �IMILAR �XT. �XTERIOR SPEG. PE IFIGATION F.D. FLOOR DRAIN c� c���{� A402 SUILDING SEGTIONS Ib APRIL OI I5 MAY OI 25,'fl0 SQ FT EXISTING SITE AREA �DN. �OU�ATION ST. STAIN - �LR. �LOOR� ��' �g���G�'4�q� A�'-� WALl. SEGTIONS Ib Af'RIL OI IS MAY OI ,4LLOWABLE PER TOV PLUOR. FLUCRESC.=NT � -��, ,�'T' S�St-��IyDED ASpI �q{w� �LOOR PLANS Ib APRIL OI IS MAY OI 5,142 SQ FT ALLONIABLE SITE CAVERA6E 20`Yo ��Z• F�'�� T. TREADS 5,6'fl SQ FT ALLOWABLE GRFA RESIDENGE FRM. FRAME yy�� - -- - - - — FT6. FO TOING g � TOP FtNDABOTTOM A502 ��qRGPI7 FLOOR PL4N5 I6 APRIL OI I5 MAY OI � ,200 SQ FT faLLOINASLE GRFA GARAGE G.I . GA�VANIZED IRON T8G TOh1GUE AND GROOVE 500 SQ FT ALLOWABLE GRFA EHU GREDIT GFP. Gr�S �IRE PLAGE T.O.G. TOP OF GONGRETE 300 SQ FT ALLOWABLE GRFR EHU 6ARA6E GREDIT I GA 6AU6E TFL. TELEPHONE A600 RpOM FINISH SGHEDULE Ib APRIL OI IS MAY OI GALV. 6ALVANIZED T�� T'�OU6+� _ _ _ , 6EN. GE1vERAL T.P.+i TOILET PAPER HOLDER PROPOSED T.O. � OP OF P.601 ���pR gFyA110N5 t R�LAR6Fb RGP - LIVIN6 R0014 Ib APRIL OI I5 MAY OI GL. 6LA55 5,142 SQ FT SITE GOVEi�AGE GRT. 6RCJT T.O.V. TOYVN OF AIL _ __ _ _ _ _ _ 6YP. GYPSUM T.D.W. TOP OF L 5,6�I SQ FT GR�A RESIDENGE T.V. TELEV SION R602 IMERIOR FiEYATIDIS 4 ftuAR6F1J RLP - 81LLIAW�S Ib APRIL OI IS MAY OI LOWER - 20Tf SQ FT � GB. GYPSUM BOARD Typ 7Yp�G,� R6 H.B. HOSEBIB U.O.N. UNLESS OTHERYVISE NOTED - - - - - - - - - — - MAIN - 2690 SQ FT H.M. H ^LLOW METAL V.G.F. VITRIr- IED GLAY PIPE A603 Ib APRIL OI IS MAY DI F+DRL. ��`�:: RAIL V.G.T. VINYL GOMPOSITION TILE INTERIOR BFVA110N5 1 BILARGEp RGP - DININ6 RDOM UPPER - 904 SQ �T HDWD. ��v/�OOD VERT. `✓ERTIGAL - - - - - - - - - 1 ,129 SQ FT GR�A GAKAGE FiORIc. HORicONTAL w' �`'°`��R A604.01 IN1HtIOR ELEVATIOW t HrLARGID RGQ - KITGF�1 Ib APRIL OI IS MAY OI 45G SGt FT GRPA EHU �;F W.G. NWTER GLOSET HTt2. HcA R W.F. WIr�� FLAhGE - - - - - 288 5Q FT GKFA EHU GAR,4GE W P. V�tATcRPROOF A604.02 INTERIOR ELEVATIONS - iGITGHEN Ib APRIL OI IS MAY OI IN. INGFi W.W.�. yy�LDED WIRE FABRIG INSUL. INSULATION WA'TER-RES. WATL-R RESISTANT - - - _ - � - - � INT. INTERIOR WD. WOOD A605 IMERIOR ELEVATIOkS d BdLARC�ED RGP - 5111DY I6 APRIL OI IS MAY OI INV. INVERT W/O WITHOUT E� J.B. JUNGTION BOX JT. JOINT A606 INTHiIOR HEVATIONS t B�LARG� RGP - MA5TH2 �.A- IITE Ib APRIL OI IS MAY OI � /� - - - - -- - - -- - - - — v J ��� INTH210R 9�YA110P5 L Bu.AR6H� RGP - MAST82 GL05ET I6 APRIL OI IS MAY OI � MISG . ABBREVIATIONS - - -- - - - - - - - - - — �et�wa� No�s: �� A608 INTERIOi2 ELEVATIONS - M,45TER BATFi I6 APRiL OI I� MAY OI A609 ALL WALLS WITH WOOD SIDING REGPIVES I ++R. EXTERIOR 6YPSUM (NON-GOM� SF+EATHIFI6. O RCUND INfEitIOR SFVATIONS t@LAR£� RGP - t�B71A RDOM IS MAY OI Nl/ WITH --- -- - -- - - - - - - - � - - - � - - - � DEGREES A"TOI ENLARC�ED STAIiZ PLRNS b STAIR SEGTIONS Ib APRIL OI IS MAY OI AL.1- ROOFS ARE GLA55 A SYSTEMS /� N SQU�� �OOT � " � t FLUS Oft MINUS PROVIDE IHR WALL SEPARATIONS BETWEEN THE MAIN HOUSE AND 6ARAGE. L�� i�. PROPERTY LINE p,�;� ; DETAILS I6 APRIL OI IS MAY OI c� GENTER LINE Aq01 WINDOW t DOOR HEVA110N5, SG�ULFS, E DETAILS I6 APRIL OI IS MAY OI �OVIDE I HR FLOOR AND GEILING SEPRRATIONS IN THE GARA6E. � Z _ - _ _ _ - _ _ . - . . _ _ _ ' J I L. � � i � DRAWIi�IG GONV�NTIOPdS Eioo a�cntic� cov� s�r- �xFS a ot�-LitsS IS MAY OI � ,i; O � EIOI �G7�GAL SITE PL?..N-F�cTH210R LI6HTIN6 PLAN IS MAY OI � U 6 � DETAIL DESI6t14TpF < � q , � R?OR DGS�6NP.r02 q J � 14 R*^� � E201 .IE LOWER L�VEL EAST POI^�R PLAN IS MAY OI — � � O o �f �'�* "'°� �*" � rurmow �si�naraz E2012E � J W � � � Np _ LOI^�R LEVEL EAST LIGF+TING PLRN I5 MAY OI � > � � w J BLD6. SEGTIONDE516NATOR ��� � - - E202.IE MAIN �LOOR �AST POYVER PLAN I5MAYOI oI � m O O q xc.wr� �r�ae U co . 4O �* »a� sw�« � R�"+ � �022� MAl1V FLOOR EAST LIGI-ITING PLAN IS MAY OI M •�� A, Roora w.r-E � dt ,, i000• E203E � �ppR EAST POV�R d LI6HTIN6 PLANS IS MAY OI � m � q� LEVEL IFID�GATOR - - - � M REVI;� AREA IQ�'-0' � DRAW�M6 5P0T ELE/ATION � __ - ' _ _ -_ - -- _ - - _ -_ ^�"� ' MIOOE �G}{,e,H�Gp,L Gp� c� IS MAY OI �r-,o�' � 60 1 A �.,..,a�+ m.,v� �- ..ce o. oe.a. . - — — �-- - � — --- � — � "¢i1Y°s ""'" � air��,ioNCONV�rmon MIOIE EAST LOT MEGHANIGAL SITE PLAN IS MAY OI � M201E LOWER LEVEL MEGFfAhIIGAL PLAN _ 19 MAY OI _ � � � srs� riores v�swwarax O ICEY p�AN DE516NATOR MAIN LE�/EL MEGHANIGAL PLAN IS MAY OI � M202E M203E ��R L�V�1- P'�GHANIGAL PLAN IS MAY OI - -- --- - - � MAT�RI ,4L SYMSOLS - - — — — � M300E h'IEG+fANIGftL SGHEMATIG SHEET IS M,4Y OI - / � ' �� � � SIE FOUNDATION PLAN- MRIN HOUf�E IS MAY OI �axni sw,v�. wo-�c� v..,c� - - - --- -- - O 52E LON�R LEVEL FfLAMIN6 PLAN- MAIN HOUSE IS MAY OI _ - - -- - - - _ - - ' �, , ''' - - - - `-''3� MAIN LEVEl_ PRAMING PLAN- MAIN HOUSE IS MAY OI e�xicK Fwsnr+b wa�� �YwceD =-F? c_ 5onrsn � � � � `�`�� - ROOP FRAMING PLAN- MAIN HOUSE IS MAY OI -- ' - '" `-'�� FOUNDATION t MAIN LEYS FRAMIN6 PLAt1rr MAIN HdJSE IS MAY OI coric� s�m snm wni.i, sROUrro ur� I5 MAY OI � S6E UPPER LEVEL d RODF FRAMIN6 PLANr MAIN HOUSE � ,� 5?E FOUNDAiION 56GTIONS/ 6Et�RAI. NOTESI 5PEG5. 15 MAY OI �': BATf I�ATipPI RI61D INSUATON GFU � � - j/ j/�// j/ � __ _ _ .- � ,.. \ � � 5T0l� $AlIDfT01� ' � � APPRA� , ,- l �� , \ � d e� sat.er a� �' , TOWN OF �A1L �`°` � �� �"�'� s� �oc.a�, omr«. w.r. a+� w�+v .rw�.e. � � � - - a pmrting of a pe�ma a �ppaal d�IK Medsdlfar od m�os �YI na bc conmxd a be a �adt foR, v � i�psnl 04 e/ �Wrio� d . a� d i6e pro�sioes of d�i mdt et af�!aA�taio�os dOrlaYiem�. �� �°�6ro � .�°�' "�' °`.� �. '`°""°' �� FRITZLE �1 �ox a� �a��. �r�x}�.ae�o. de .r�ee .�s T6e isswna or , pemu� easd oa qw, w�� ,.e amer e�u s4ae �pt pievent 1he Guilding o�cial hom �ea� �i � ��� d P I E R C � amrs in ssid pLins, xpccifiations and Mhcr dmi ar �am p� b�lde�! opcntions being can c he}cunder whco in vidadm d tYi� OadO a d �yrnLererdir.�nc° cfl'usj ^:.d�ttion. � INRIALS: DATE:�. r,= , ^ �' /r, o�N�y,°f�ail ,, !\ - • .r .vr : , _ _ ��� ���. � - ARCHITEC 'fS - - — - � � � � � ��� � � � ��� � � I � � � � � � �� 7650 E. Vaii Valley Dc F�Ilrid�e C-7 _ Vail, CO 81657 vailarchitecis fax(970) 476-4901 (970) 476 � AST °`� � � � � �� � � I � � � � � ,� , � �� TOWN OF VAIL Department of Communiry Development 7.i South Frontage Road �ail, Colorado 81657 970-479-2138 FAX 970-a79-1�152 www. ci. vail. co. us 383 Beaver Dam Roud/Lot 3 (west lo[) L The proposed "bam duor" element on thz upper floor of the north elzvation mus[ be revised. These rzvisions must be reviewed and approved by [he Desi�n Review Board. 2. Window details must be revised to reduce similncity and rigidness. Thesc revisions must bc reviewed and upproved by the Design Review Board. 3 . Door and gara�e door details be rzvised [o rcmove the proposed "x's." These revisions must be reviewed and approved by the Design Revizw Board. 4. Standing seam copper, s[anding seam corten, and cedaz shakes are approved roofine materials for this project. The proposed wrrugated conen roofing material may be acceptable upua the Design Review Board's review and approval of the fascia details. These irems are scheduled for furthcr review by the Design Review Board at their July 18, 2001 meeting. If you have �ny questions or comments, please feel free to call me at (970) 479-2173. Sincerely, � �/� � ` J.G�'�---- Bill Gibson, Planner I Town of Vai] � C� RtrYCLE'llPAFER i � 11 Ih TOWN OF VAIL Department of Community Development 75 South Frontage Road �ail, Colorado 81657 970-479-2138 FAX 970-479-2452 www. ci. vuil. co. us , � Juoe 28, 2001 � \ ` S[ephanie Lord-Johnson Fritzlen Pierce Archirects 1650 East Vail Vallcy Drive, Fallridge G1 Vail, Colorado 816�7 RE: Beaver Dam Residences / Lots 2 & 3, Block 3, Vail Villaee 3'� Filing Dear Stephanie, The following items must be addresszd pnor to final Design Rzview approval for the Beaver Dam residences located at 363 and 383 Beavcr Dam Road: 363 aud 383 Bcaver Dam Road 1 . A check payable ro [he Ea�le County Clerk and Recordzr in the amount of 520.00 for the Revocable Rieht- of-W'ay permits must be submittzd to the Town of Vail Department of Public Works. � 2. A!1 exterior copper must have a pre-patina tinish. 363 Beaver Uam Roud/I,ot 2 (east lot) l . Per Ihe rcquirements of Section ( 2-5-3 of Ihe Town Code, the proposed ex[erior crawls'pace access opening must be reviszd ro not exceed 12 square fzet in area. Z. The foundation plans must bz mvised to comply with the requirements of Section I2S-3 of thc Town Code. Szction 13-5-3 staces tha[ crawlspaces must have JiveJeer (S / or less oJceiling heigier, os meusured fi-um the s«rface oJthe eurd� «� the underside ofstructteral fluor members of the /loor�cei[ing assemblv above. " The installation of a slab floor ;reater than � fee[ below the members of the floor/ceiling assembly that is subsequendy backYilled does not meet the intent of Section t _'-�-3 and will not be aliowed. 3 . Details for the proposzd bouldcr rctaining walls along the drive must be submitted. 4. Standim> >eam copper, standine seam corten, and cedsr shakzs are approved rooting ma2rials for this project. The proposed corrugated cotten rootine material may be aceeptablz upon the Design Rzview Board's review and approval of the fascia details 1 + ♦ RE�']SLEDPAPER r� Page # 2 Code review for : Project Id . : Address : g A smoke detector is required in the basem2nt . - - Sec . 310 . 9 . 1 . 4 9 Not shown The minimum clearance from the fireplace and chimney to combustible materials is 2 inches . - - Table 31 - B 10 Not shown The size of the hearth at the fireplace does not meet the minimum requirements . - - Sec . 3102 . 5 . 2 11 Per Town of Vail Municipal Code Section 5 - 3 - 4 only two gas log sets are allowed per dwellinq unit or only one certified solid fuel burning device with two gas appliances are allowed . The plans are unclear as to the type of units being proposed . The submitted plans appear to call for three masonary fireplaces however , there is only a detail for one masonary fireplace . Please provide more information on the other fireplaces being proposed . 12 A special inspector is required for the masonary chimney being constructed . Provide a report of approval prior to a framing inspection beinq requested . Sec . - - 1704 , # 7 13 Can not deterime floor level at these doors . Doors shall not swing over a step and a landing must be provided . - - Sec . 1003 . 3 . 1 . 6 14 Can not deterimine if the pool barrier complies � o Appendix Sec - - 421 . 1 Provide more revisions prior to tne pool constructed . The proper barrier and access control must be in place prior to plast2ring pool or filling with water . 15 Premises Identification is required and must be visible and legible form the street or road fronting the property . - - Sec . 502 Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd . Va ? 1 , Colorado 81657 ( 970 ) 979 - 2138 Plan analysis based on the 1997 Uniform Building Code Project Number : BO1 - 0191 Date : June 11 , 2001 Project Name : Beaver Dam East Address : 363 Beaver Dam Road Contractor : George Shaeffer Con . Occupancy : R3 , U1 Architect : FritzlenPierce Construction : V-N Engineer : Boyler Engineering Report By : Charlie Davis NOTE : The code items listed ir this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . # SHEET IDENTIFICATION CORRECTION RF.Q[IIRED - ------------- -- --- - - -------------------- 1 Glazing in this hazardous location is required to be glazed with safety material . - - Sec . 2406 . 3 & 2406 . 4 2 EHU Bedroom This area requires glazed opening ( s ) havinq an area equal to 1 / 10 or more of the floor area . - - Sec . 1203 . 2 3 This bathroom is required to have an openable window or a mechanical ventilation system . where there is a bathtub or shower , such system shall be connected directly to the outside . - - Sec . 1203 . 3 4 A smoke detector is required in this area since it provides access to rooms used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 5 A smoke detector is required in all rooms that may be used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 6 A smoke detector is required on all levels and they are required to be wired to an alarm in the bedroom area ( s ) . - - Sec . 310 . 9 . 1 . 9 7 A smoke detector is required in the upper level ceiling at the stairs . - - Sec . 310 . 9 . 1 . 4 Page # 9 Code rev- ew r � _ : Project Id . : Address : 1 ) Provide a �aindow or door to the exter = � r f _- om every room used for sleeping and basements . - - Sec . 310 . 4 A window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches ( minimum ) , and a clear width of 20 inches ( minimum ) . - - Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 £eet 6 inches except kitchens , halls , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in al1 sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a smoke detector that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 Page # 8 Code review for : Project Id . : Address : SHAFT ENCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with a11 joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure sha11 be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 7ll . 6 2 ) Gas vents and noncombustible piping ipstalled in walls passing through 3 floors or less do not need to be in 1 hour shafts , provided the annular space around the vents or pipinq is filled at each floor or ceiling with noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas vents , factory -built chimneys , piping , or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts , provided the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 9 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Table 6 -A CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space . Openings shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced to 10 % of the above if ground surface area is covered with an approved vapor barrier and the building official approves . For a 1428 . 0 sq . ft . crawlspace area : Ratio Minimum sq . ft . of vent 1 / 150 9 . 52 2 ) Provide 18 - inch by 24 - inch access opening to the crawl space area . Note : opening may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2317 . 3 3 ) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is 12 inches . - - Sec . 2317 . 3 Page # 7 Code review for : Project Id . : Address : SMOKE DETECTOR REQUIREMENTS : 1 ) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 . 9 . 1 . 4 3 ) A smoke detector is required on all stories . - - Sec . 310 . 9 . 1 . 4 If tne upper level contains sleepinq room ( s ) , a smoke detector is required in the ceiling of the upper ievel close to the stairway . - - Sec . 310 . 9 . 1 . 4 NOTE : A smoke detector is required in the basement . - - Sec . 310 . 9 . 1 . 4 9 ) Smoke detectors are required to be wired to the building ' s power source and shall be equipped with a battery backup . - - Sec . 310 . 9 . 1 . 3 5 ) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 FIREPLACE REQUIREMENTS : MASONRY FIREPLACE : 1 ) Fireplace must be supported by a foundation . - - Sec . 3707 . ( b ) 2 ) The firebox must be at least 20 inches deep and walls of firebox are to be 10 inches thick . If the lining is of firebrick then the walls may b2 8 inches thick . - - Sec . 3707 . ( c ) 3 ) The minimum clearance to combustible material is from the fireplace , smoke chamber , and chimney walls is 2 inches . Combustible material may not be placed within 6 inches of fireplace opening and combustible within 12 inches may not project more than 1 / 8 inch for each 1 inch of clearance . - - Sec . 3707 . ( h ) 4 ) The hearth must be noncombustible , a minimum of 9 inches thick , and supported by noncombustible material . The hearth size must be at least : If Opening size is : Front extension Side extension Less than 6 sq . ft . 16 inches 8 inches 6 sq . ft . or greater 20 inches 12 inches - - Sec . 3707 . ( k ) & ( 1 ) 5 ) Chimr,ey height must be per Table 37 - B OCCUPANCY SEPARATION : Be � ween the garage and the residence , materials approved for 1 hr . fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 3 - B & Sec . 302 . 4 exc . # 3 I Page # 6 Code revie �.a ior : Project Id . : Address : GLAZING REQUIREMENTS A11 glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2906 . 4 Locations : 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and slidinq panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 9 ) Glazing in a11 unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exoosed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door wher2 tne nearest exposed edge of the glazing is within a 24 - inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the floor . C . Exposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Zncluded are structural baluster panels and nonstructural in - fill panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of tne pool or spa water ' s edge . 10 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface . Page # 5 Code review for : Project Id . : Address : STAIR REQUIREMENTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches - - Sec . 1003 _ 3 . 3 . 3 , Exception 1 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 1003 . 3 . 3 . 6 , Exceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 inches and the maximum opening size is 4 inches . - - Sec . 509 . 1 & 509 . 2 , Exception 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 4 Code review for : Project Id . : Address : FOOTNOTES : 1 ) EGRESS - An operabi � window or doo �- Lhat ooe � s directly to the exterior is required from this room . The minimum clear openable area must meet the following . - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill heiqht is 49 inches Escage and rescue windows with a finished sill below ground shall have a window well . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . Window wells with a vertical depth of more than 44 inches sha11 be equipped with an aporoved permanently affixed ladder or stairs . 2 ) The number of exits is based on Table 10 -A ( Dwellings ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable of providing two air changes per hour . 9 ) The requirement for an egress window in the basement is based on Sec . 310 . 9 ROOM DIMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection . If the ceiling is slopinq , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area . Other habitable rooms except kitchens shall have an area of not less than 70 square feet . - - Sec . 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 Page # 3 Code review for : ProjecL Id . : Address : FL NAME AREA MIN . LTGHT MIN . VENT NO . EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Study 70 10 . 0 5 . 0 1 No 2 Master bedroom 258 25 . 8 12 . 9 1 Yes 2 Master bath 445 . 0 22 . 25 1 No 2 Ha11s , closets , etc . 236 . 0 . 0 1 No TOTAL FOR FLOOR 1009 1 1 Living room 539 53 . 9 26 . 95 1 No 1 Billard room 308 30 . 8 15 . 9 1 No 1 Powder room 36 . 0 1 . 8 1 No 1 Dining room 257 25 . 7 12 . 85 1 No 1 Kitchen 379 . 0 18 . 7 1 No 1 Mud room 98 . 0 4 . 9 1 No 1 Foyer 189 . 0 9 . 45 1 No 1 Study 240 24 . 0 12 . 0 1 No 1 Powder room 35 . 0 1 . 75 1 No 1 Garage 1180 . 0 . 0 1 No 1 Ehu Garaqe 306 . 0 . 0 1 No 1 Halls , closets , etc . B37 . 0 . 0 1 No TOTAL FOR FLOOR 4399 Z B Media room 358 35 . 8 17 . 9 1 No B Powder room 22 . 0 1 . 5 1 No B Sauna 44 . 0 2 . 2 1 No B Bunk room # 1 197 19 . 7 9 . 85 1 Yes B Guest Bathroom 82 . 0 9 . 1 1 No B Guest Bedroom 248 24 . 8 12 . 4 1 Yes B EHU Bedroom 127 12 . 7 6 . 35 1 Yes B EHU Living / Kitchen 206 20 . 6 10 . 3 1 No B EHU Bathroom 59 . 0 2 . 95 1 No B Laundry room 70 . 0 3 . 5 1 No B Library 181 18 . 1 9 . 05 1 No B Bathroom # 1 61 . 0 3 . 05 1 No B Bunk room # 2 175 17 . 5 8 . 75 1 Yes B Bathroom # 2 50 . 0 2 . 5 1 No B Halls , closets , etc . 689 . 0 . 0 1 No TOTAL FOR FLOOR 2569 1 Yes BUILDING TOTAL 5408 z Page # 2 Code review fnr : Project Id . : Address : EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Openina Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No None - - No fire protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fire assemblies . 50 °s of the area of the wa11 maximum . - - Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq . ft . with no dimension greater than 12 feet . — Sec . 713 . 8 Not A1lowed - - Openings are not permitted in tnis wa11 . 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TOP 3 BOT. � � 4^ Xqg � 4° SLAB t ! bl '-8-3/8" 61 ' 8-3/8" 1 ( � � p �p �.�p 11 ' � �p 1 . 3 U��.�pEERDRA N SYS� � 4° `-�LAB DRAIN e G/SIM 4" SLP.B , . 2) 10 m HELIGES u RE: 501L5 REPORT �E�RS IN�T �DRAIN - SEE � PIERS I-3/4" SHAFT w/ � � r DRAIN - SEE • QG PIERS I-3/4" SFfAFT w/ 5�p �p� �yp ,1 SOILS REPORT � l.n SOILS REPORT `}�� `-�-� 2) 10 "m HELIGES Q UNpERDi2AIN SYSTEM I50-013 GA � , Q � RE : SOILS REPORT DRAIN - SEE �L � � � � PIERS I- I!2 " SHAFT w/ QG PIERS i-3/4" SHAFT w/ �ILS REPORT � � N O � � I- 10"m HELIGES 2) 10 m HELIGES � O � r S � G T I O N � S � GTI01� G � � � fi O 1�1 � a � � � 01�1 � � � N � N SGALE� 3/4" = I '-O" S � G T I O i � J„/ �� d Fi2AMIN6 ONE SIDE ONLY • G/SIM SGALE I " = 1 '-O" SGALE I " = 1 '-0' � � c� O � � � � O � � � N U � , ,� I � cn 0 0 0 L � 9 `� U > 6i �4 O I6" O.G. 18 12 � STONE VENEER �" A.B. � 4' O.G. • a ' 2 GONT. TOP E HOT 2 #5 GONT. TOP d BOT &�EE7 ruNDER: • 3"-4 1/2" � ��'-O" • GONGRETE TOPPING 4" SLAB 2x1 � 0 12" O.G. � � � WIDE FLANGE BEAM � z I/4" WEB STIFFENERS PIER GAP d UNDEERDRAIN SYrSTEM b � TUBE STEEL GOLUMN • PIERS � ( • RE: SOILS REPORT 2) #4XI2 " WELDED TO GAP d BPSE PLATE 2) �4XI2" WELDED TO G � 1 � 12 5� FRAMING PLAN • ', ' GI50-0132 PIER GAP I/4" PLATE LED6ER � 16 'm GONGRETE 3/Ib" 2 � a AND 5/8'mX4" EXPANSION BOLTS GAP X I6" DEEP G50-0132 PIER GAP GONGRETE PIER Q w/1/4 PLATE TS • 2 OG � ' ' �4 O 18" O.G. � • 24" OG � I � � � 'fl x5 A I6 " O.G. �i (1V0 STONE AT G/Slhv � � HELIGAL PIER HEUGAL PIER � F,� � �W HEIGHT��K %4 • 24� � G I ' �Ep ROGK SEE SGHEDULE �E SGHEDULE I -I/2' SHAFT w/ I- 10 "m HELIx ' ' "�1GHT 2) �4XI� " WELDED TO GAP � GI50 0132 PIER GAP 2) �4XI2 " V`�LDED TO GAP I GI -0132 PIER GAP TY �' I G � L. P I � R — ST � � 1� TYP I G � L P l � i� — ST � � L �4 0 lb �� o.�. � : ,� �-o�� ' � Il�ll � �.� I I O I � � 3-K S G O N T. GOLUI� N GONN � GTIO �I � � � i`� GO1� �l � GTl01� o �� 4° 5L� . � �4 O I6" O.G. 6 IE� �p� �p 1 - I I �X��lRDRA K AYS � DRAIN - SEE RE SOILS REPORT �M SOILS REPORT � � PIERS I -3/4" SHAFT w/ DRAtN - SEE � PIERS I -3/4" SFiAFT w/ II I� II 3' 8^ 4^ 2) 10"m MELIGES SOILS REPORT �) �p^m HELIGES �_��_.JG Q � � � � G T I O 1� G � � _� T I O 1�l � , GE1� ER � L NOTES SPEG I F I G �, TI O �1S � 0 , Thle etructure has been desk�ed to meet the reclulrements of the 1991 Unlform All 2X dlmensional frcming Iurtiber ta be xl Doug-flr or better. � � Building Gode wlth anendnents as adopted by the 7ovri of Yall. , All TJI Jolsks to be mwvFactured by the Trus Jolst MacMlllrn Gort�rny. � � • AI� pM139i0lID Of GOfIfiIGC!J E7BLWE911 VCTiqlD OIEfP19flY9 Of Fji9 WOf�ChG� C�I'QWI/IC�9 rnd/or speclfkatbns shall be brought to the attentlon of tha SWctural 6�glneer All Mlcro= lam'9 to be mar�ufactu�ed by Tnn JolSt MacMlllan and conform to the � bePore proceodYx� wlth any work so irrvotved. The General Gontractor shall verlfy alloriable stress rec�ulrements for a 1 3/4" 1 .8DF Mlcro=Lam LVL. all dknernbrm cnd condltlons at the )ob elte and shall be reeponeble for the Atl G�ue-larn beams to conform to the allowci�le strees ( � mems, methods, tecMlques, secluence5 rnd procadures assoclated wlth thls requFemenks for a F24V4 combhotion beam. � �r� proJact. Furthermore, he SFuall be rosponslble for coordNiatlon of all work and materlalr. Incl�ding thoee Wrniehed by si�ontractore. The SWctural Enqlneer Au comectio�, noraware ta r�e t�y r�,e swr�pson corrpany. � sna� � !x concc�cted aur�ng trie construct�on priase to make cne �ob s�te �nspoct�ore necesspy to confNm that the actual fleld candltidis are conslstent wlth the All roof deckk'�y to be 5/8' G-G Ext-APA 32/Ib plywood. Nall w/ 8d e 6" o.c. � � !/�� deeic�n assurr�tbns od that the coroWctlon N� proceediny accordlny to the at panel edcjes rnd o I2' o.c. in the fbld. � plans rnd speciflcatlons. All floor deckYU� to be 3/4' G-D Int-APA 4H/24 TtG phjwood. Glve decking to � �5 • 12' O.G. )oiets w�th PL400 rnd nau with IOd e b' O.G. at panel edges rnd 12' O.G. (� � Llve Load9 lhod In Deelc�: In the fleld 11 ll � �5 e 6" O.G. FzooF eo psP • �--�t Floors 40 psf All extorlor wall sheathVU� to be I/2" O�.,B. Nall w/ 8d e b' ot. at panei edcjes �s o 6• o.G. �eck, ioo pgr ma i2° o.�. �, cne ►�e�a. C E I V E D in � .��1�. � '� 2001 � lK- �5 O 8' O.G. Eorthquoke Zone I UBG � n(�, b- �5 CANT. ��d � �, ��'e B Ail concrete to attaM a corripressNe strength of 3000 psl In 28 days. 1 1 Y 1 1 Ll-1 O All rohforcing bcre to bo Grado 60. I The foiwidaGon desic� for this res�dence is based �pon Soil rnd Fo�ruaation � � � Investlgatbn No. �OIT3 prepprad by LKP Englnearincj, Inc. on September Il, �000. All rt�asomy biock unite shall conform to ASTM 5pecifwatlon G90, �1T'1 The Solie Fsgkieer shqll be contacted diring excavation to irnpect the Grand N [minlrtMmi Fm= 1350 psl) � !�\ o � I N • slte rnQ conFNm that condltlons are conSKtent wlth this Imestlgatlon. �� I I The 6eneral Gontractor shwld review the Solls Englnear's report and follow Its All mortar ehall conForm to ASTM Spec�ftcatlon G2"10, Type S (�(�, � � �T� 5 �� recommendatlons for excavatbn, backflllkxj, grading and drainage 5y5temy. ` ' A � All steel bolts shall conform to ASTM A30� epeciflcailorn. � � �'�� All steel becrns, QI1f�185 Ci1d �JIQtCS .aY1Qll GO�IFOf/fi CO ASTM A36 SPQGIfILqiIp15. � � � 8' O.G. � � All tub�e �teel colurm5 ehall conform to ASTM A.500 epeUficotione. � �,(� ` l ' � � I�LIGAL PIERS SHALL BE MAM1FAGlURED BY THE A.B. GNANGE GO., � � � G T I O N J �,���A, M��� . PIERS SHALL HE INSTALLED BY AN AUTfiORIZED Ab. GHANGE (� �.ONTRAGTOR, WFIO SFiALL PROVIDE PRpOF OF GlA2RENT GERTIFIGATION. HELiGAL PIERS SHALL HAVE IGBO NO. ER-5110. ALL PIERS h�i15T BE GORRO� ION PRDTEGTED BY HOT DIP . GALVANIZATION. � .. I I L" . .. . - - - � - - - ' . - - - . � _ ' - . _ . ' _ _ - - _. _ . . . pATE : 05/I6/OI FILE : East • . DRALL.N: ABG REvISED: �/II/OI ` REvISED: I/20/OI �`N �'l,y'�s eq;��6 I� O : �v F . O �; P O • { . •r ti: 14965 :m � �, . . : . j'•., �NAI. , 0 , I� 9TE OF CO���P � - --- - — - . , ' 41 '-5" Lp� V �n` W • 9 �'� �� 22��" ���-0� V � � r O TYPIGAL AT � �� � i � 6 FOUNDATION WALLS � i � � � U.N.O. 'L � O � , 3,-4" � 3 S - --- - - -- - - - - - - - - - - - - - - - - - — � 0 `� � � �` • � TOW="12'-6' . . . • � � � � N I ' � � � �6 � � . I '-2 BOW=62'-0" Im � � � 0 � = 3'-2��" � ���� 4'_I�" • �� 4" FIBER REINFORGED SLAB _ • `= Q) � � U '� + ' � 15 -6" r }— ON 6RADE � i- 7� +\p� I T O P O F S L A B E L E V. _ �2 ' -O" I � � � �� � /n � TOW=66'-6 5 WP � I G � I � 9 � V � � h1� I � — N �� - - - - -- - - - - a . . . - - � � ry . � � � : . . + S1FF • • 2 I . , � I i k � • A - - - - - -- - � TOW STE� � T.O. HELIGAL PIER GAP = ll '-2" G . � 1 - - . ; A � . . . � � � I BOW TYPIGAL IN GRAWL SPAGE � — — '1 I X 1'� �.J -� . p� � N � - - 'f BOW=59 '-4 � ..IQYV�2� �� _ � G �0 II-� � 6- � ' ( ❑ ���.+ � .J , � F � + e r � e • - — � - - - - � A , O � TOW= �2 '-6 " r � TA��` � —� O A �,' S X� � ry 3 � -�- I • 4" FIBER REINF D SLAB - BOW= SG '-4 � O ( I BOW= 62 '-O" daEET w�DER I ON GRAD ' x m. - . -- _ - -': i \ L) II ' 10'-9 �� q �_ ��� � � � I \ ' TOP OF SLAB ELEV. 5G' 8-3/8" P � � � � � �� . ' v TOW=65'-b �' D , r I I i - - . � 30" m x Ib" GA IN LIEU I I I ToWf' OF 16" GAPS 2 OGATIONS ' � - ry , lV fV • - � � 11 "I /0' 1.11 , . . 2 lb" G ,ry+,� � � . 0 in u1 I � I G STEP � � X ��.'1 !b° �VL" �' , ' - -, , 3) �"3/a° O O O Q . TOW +�0 (FL� i �,_, , H T W= 12'-b" STEP 4" FIBER REINFORGE SLAB � �, v� �'1' i , • A �W ON GRADE � m � � � TOP OF SLAB ELEV. l2' -0" � � W=62'-0 ' � . ' � BOW=59'-4 � � G TOW= �I'-4 �" o a N 5�P O O � ' ' �j TOW G • � ' E � _ q,_ w1'.1�� II ' 10'-9" � 'f `�J - '(b I ANGLE TYPIG OO TYPIGAL AT E gpW T. TYPIGAL IN GIRHVVI_ SPAGE 2• BOW=62'-0" � w mX O FOUNDATION WALLS � � = � � � • " '� U.N.O. • ' � O � � BOW � ( -C � . -C �OW=T1'-4-�" i'n I � � I . W-65 � O �,/��� BOW=65'-O" `Q � 1---! � . . . A V" A STEP itl , , � sTeP r^''�, + p�t"v, + � � �W � �ow � �c � " , �( I - - - - - _ _ - • Qra I � �P.�`� � ' � TOW=TI '-4-�° �Q � LL - ---- --- - - -I � TOW= T1' 4 . . l � J�--� • BOW= "II '-8 " rl p // � F ' ��� � l , a . � � . � � � � � � u----� � ,�(' ,,� RECEIVED � y' ! u� a � ��n, � � � o � � � i� � I N 1� � � � L FR � 1� I i� G � L. � �l - � � ST fi� � s I D � �IG � �` � � ii4�� = i �-o�� HEL I GAL PI ER SGHEDULE � � � , �0.� . MARK SHAFT SIZE HEUGES TORC,2UE . � � . O I-I/2 ' I -10"m 4,0�� FT-LB � O V I �1 � � I I � I �l � i� � I � � � � � I � � � I � � I � � � �--�-lL � ' 1 � INDIGATES DIREGTION OF 2XI2 J015T5 • 12 O.G. TYPIGAL UNLE55 NOTED OTHERWISE. � PROVIDE 3" - 41/2 " RE6ULAR WEIGHT TOPPING ON PLYWOOD DEGKING d . WATERPROOF MET1BRANE. SLOPE TO INTERIOR DRAINS. ' OO �-�/� � -8"� d I -10"m 5,500 FT-LB , I/4" = I '-0" � USE HUS 210 HANGERS TO HANG .IOISTS FROM STEEL 8EAM5 IF GONTRAGTOR GHOOSES NOT TO BEAR ON TOP OF THESE BEAMS. OO I-3/4" I -8"m d I -10"� 10,000 FT-LB NOTE : O INDIGATES HELIGAL PIER LOGATION - SEE SGHEDULE FOR SIZES. � TOP OF PLYWOOD ELEVATION = T7' �-I /2" ALL PIERS SUPPORTING FOUNDATION WALLS ARE g PIERS i- I/2" SHAFT WITH I-8' m HELIX b I-10"m HELIX AL U.N.O. h . ' . ' . . _ ' . . . _ . . . � _.. ,. . . . _ . . . . . . _.. _ . . _ , , _ . . - _ ._ . _ . . . . . -�-' � '�AliliaS� .�SfiA'4A7A�� �� . . . -. r. y�.. M+� i �,.'Z:w'�:- � . . ' t_ : � � .a. � : i - . . :� - . . . .. � �� _ .. . � .� �� . - _ . �� . . , . . . �. _ .. . . -_. - . . . _ . . . . . . . . --. . _ . _. . _ ,- � . . , _ _ _ . . _ . ; . . . . - ' _ � ; _ ' . � . . . � - . . . ' •. . , r •�.• • - - _ - - - � � � . .- - _ "' . .0 ' .� - . . . ., . . . . , . . . . . . i + � � � , DATE : 05/16/OI • FILE : East . DRAU,N: ABG , REv19ED : 6/20/OI . REvISED : I/I I/OI 7��� � ,y . f ' , . , : `- , _ � . . . . i � , . I � y �� � . � . . � � . � . i y M1CHqF�. ,.... . .,� /��'�;�G�STE,q •.B 2' 2' 2' 2 �;Q-�` FO : -C 24'-b° 16'-5" 5'-l" 12'-5" 5'-l' 12'-5" • • �: 14965 :m A : , � lqj,� NAt �O4�,00 f OF C0� . . ry N - - -- -- — - - - - -- � � �M. TOP OF t1ELICAL PIER = 62'6" TYP ' � � b'-b" L � ,-, . . � 30"X30"X4' ± PIER � gp�=6��-p• � �i N w/6 #5 VERT . 4 #3 TIES � U � @ I 2" O . C . ON Q PIER N = A U TYPICAL I I PLACES . � � � A , O FpUNDATION WAl_L5 � � �(� �I TOP OF CONC . PIER = 66'-O" TYP � G r - � • � U.N.O. � � { TOP OF HELICAL PIER = 62'6" TYP r � G A v � � O � i II IM. — ' � O SIM. , ' � O ry � O N � � i i TOW=66� �� . • � � � � � I -� — � c� tp � , � ry 3��ib � 14'-2�" I��� • ; � � � O I , io I I B �p ;� v Q) � � — � � l � � � A � � °u r � I � `� � `I � , � ' � � � � � � � 9 � � > � � � 20'-l0�" O e'-io " T.O . PIER GAP = 6 ' 8- 518° � . .� � 5'-4" 4'-5" 5'-4" TYPICAL AT CRAWL PACE m Q 4 ,� 4 4" FI REINFORG SLAB O � A � �O � p ON 6RADE ' C' , • `� B ,�,Q + �Q �'� � TOP OF SLAB E�EV. = 61 ' 8-3/B" ;p A � k.� J� P .�+ G , � ' • b � 1 � TOW=65' 6 3/4" p' � o � � o 6 5'-3�" TOW=66'-3' • • �0 � � � 8�� w�R � � 3'-3' � ;p I '-b' � '-b" • ,p , , . � T.O . PIER CAP = 64' 8-5/8" 57E� TOw 5� �W Bow=61 ' 4-3/e" � � � 8� PIERS TYPICAL AT CRAWLSPACE OO �'O A - - @ FIREPLACE O ' � � ' STEP TOW � BOw = Sq' 4-3/e" . B O 14 GOPIERS �V o ROTUNDA . . � B �O � 60 �� l � p �i � �i'-I I/2 " --�} • TOW= 5' 6 3/4" � iv - - TOW=61 ' 8-3/8' �+ � i, �'+ � TOW=65' 6 3/4" 'fl ' ipy '�t� 4° FIBER REINPORGED SLAB �.O 16 '-10�" � � �1�-�� STEP TOW �t STEP TOW i� \ tV �rs • • D \ � ON GRADE � O � � �--r TOP OF SLAS ELEV. = 59' 8-3/8' - � . . . . gpw= 5a , a 3 ,�<y � q � �q `Il� � � P�Q�\ �0 � � � . . ry A STEP TOW ' � in STEP BOW '' � ,j, 13�_�1�,� O �0 Q �j`��q . . �_ . . . . � � ,\ ''fb Q���\� Q \ �0 A Ir \\ ' P� �a+ P� + P` TOW=66'-3" G /1 � \vl O � � � •' �a `� , m , SIM BOW=6I ' 4-3/8" '1 BO 59' 43/8" � � -aj 9'-"1' 5'-2" c0 �-�--14 � 1 _8� ^ � ' gO TYPIGAL AT � � ` FOUNDATION WALLS • � U.N.O. � ,� �j o A ' �, �/ � � �I II II l�-J4--tl � . � � L.--t � LR- � ��' � u� Q 24'-b' Ib'-5' S'-5 I!2" �6'-9" 5'-5 I/2" I6'-5" � RECEIVED ^ �, � , JUL 2 3 2001 (( � � f ---- � � . � � l� HELIG � L PIER SGHEDULE O MARK $HAFT SIZE kELIGES TOR�l1E � � � OA I-I/2° I -10'm 4,000 FT-LB • � � O( � � � V Og I-I/2 ' I-8'm t I-10"m 5 � FT-LB � � OG I-3/4' I -8'm t I -IO"m 10,000 FT-LB � \ �--�--�F � � � OV I � � � � I OI � I i.s � l � i � � � � � � � I � � I � � � � I /4" = I '-O" � NOTE : O INDIGATES HELIGAL PIER LOGATION - SEE SGF+EDULE FOR 51ZE5. � TOP OF GONGRETE WALL ELEVATION = 65' b-3/4' TYPIGAL U.N.O. BOTTOM OF GONGRETE WAl_L ELEVATION = bl ' 4-3/8° lYPIGAL U.N.O. ALL PIERS SUPPORTING FOUNDATION WALL ARE g PIERS (I - I/2" SHAFT WITH I -8"m d I - 10"m HELI� � rr�ic� uw..�s nior� or�rzwise TOwn �i V�il 1 �CI� �:: ,�►t9�ti ' • � • 1 � . � �_ � ISSUE RECORD DD SET I6 APRIL OI f � � � , � ; , ��\L7�%i �- , . I �/� R�\ � ����� 1`;` ����— — ii.� _ _ �- _ � � �� - � / / -'�-�\�� ' ,;i � �-_ _ _ � � i _� � � S�p } — �__...r, N � � � /+ / � ��( _ � � �� t �- --- _ I � � �_ _� � ___� � � � � / / �/ � � � � � , ��, . i / i � � / ii % � �� � � � � � / � / / � / � . ,��� , , �;: / . 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I �� . •,, . ;" - _ srrt.i � � � � �� � _� � _ �...�' � / .� � � � i � x WA�12 ELEGTRIG .� � v / � � .... � -IO � � � ams NSFORMER ' �A � � .`'� .� � / � VALVE � � � � , I ` � � � ' / � �\ � �a� � � � .... . < / � � ' � � x � � � , ���- �- + ain.e PRRKING � `il �� �� - -� ; � / 1��� � ar�A x N ao °oo �oo �� e � � . � s �=21 °56 '31 " ains I5.00' - � \ � � � _ � � � R= 270.'fb ' � � \ `5,� � EL ME� i L = 103 .69 ' � � 4�" — . � � T=52.4q ' � \ � 66 � _ _ ���_ � ` � — � �_ � � . � ' GH= N 7G °OI '45" E 103.06 ' � S � 'srea� . � . ai,i � � b5 � � gn�r �= 01 °03'24 " W � Pr+or� � � ' � R= 2"TO.'f6 ' W � . \ tJ� � � � � _ 5 83°34'27" 93�.56� ..� 13 �D `�� � / L=r7.00 � � O, s ` — — l _ . _ "— . — � �A�Frerr4� � \ T= 2.50 ' � � � AVED PUBLIG -ercrQ . _ �- ED6E OF � � ROW EASEMENT FOR -- � 't' - - . -. GH= N 6� °31 '42 " E 5.00 ' p, ROADWAY Q -snaa . _ . _ � �S�L�lISION ,45PHALT � \ . � AS GO STRUGI'GED � 14J � � RISER � � � (B524, P919) �O� �O � � �N � � 6-ty�o0p'� � � �� Lo t� " N � �` O N � �44° �4i „W � fL � 's 0,3662 Ac, � / � P � 15,050 Sq. Ft, � � / � g o � � � � � � � / / i i , i i FRITZLEN PIERCE A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 S U ��l � Y � Y Vail, CO 81657 vailarchitects.com fa�c(970) 47fi-4901 (970) 476-6342 �' � � G1. � �l � 1� � � Y SUi��I � Y I �IG , I �lG . 51 � � SGALE : I : 20 GIOI ISSUE RECORD DD SET I6 APRIL OI PERMIT S�T IS MAY OI ST,4ND,4RD ABBR�VIATIONS DRAWING INDEX PROJ�GT DIR�GTORY ADMINISTRATIV� IN�O . A.P.F. ABOVE PINISHED PLOOR LAM. �AMINATE ARGHITEGT: FRITZLEN PIERGE ARGHITEGTS A.F.6 ABOVE FINISHED GRADE LAV. AVATORY SHEET � DESGRIPTION D.D. PERMIT AGOUS. AGOUSTIGAL LIN. INEN SET gFT I650 E. VAIL YALLEY DRIVE LEGAL DESGRIPTION OF PROPERTY ADJ. AD.lUSTRBLE LT. LIGHT VAIL, GOLORADO 8165'f LOT 2 AND 3, BLOGK 3, VAIL VILLAGE FILIN6 3 RNGH. ANGHOR LT.WT. LIGHTWEI6HT Q�0.476.6342 APPROX. APPROXIMATELY M.}i. MANHOLE ARG++. ARGIiITEGTUR,4L M.O. MASONRY OPENIN6 GODE AUTFfORITY: ,4TTEN. A�NUATION MAGH. MAGHINE — — GONTRAGTOR: GEOf2GE SHAEFFER GONSTRUGTION UNI�ORM BUILDIN6 GODE 199'1 AWN AW Ih16 M. MASTER BDRM. BEDROOM MAX. MAXIMUM A000 GOV�R SH�l' Ib APRIL OI IS MAY OI P.O. BOX 3'73 BD. BOARD MEGH. MEGHANIGAL VAIL, GOL01�AD0 81658 JURISDIGTION: BLDG. BUILDING MTL. METAL BLK. BLOGiG N1FGR. MANU�AGTUREI2 GIOI r-�U12�/�1' Ib RPRIL OI IS MAY OI 470.845.5656 TOWN OP �lAIL BLR. BOILPR MIN. MINIMUM __ - _._. _..._ -- - -- -- - BM. BEAM M.W MIGROWAVE BOT. BOTTOM MTD. MOUNTED DIOI 51'TP DPMOLITION PLAN I6 RPRIL OI IS MAY OI ST1�lJGTURAL ENGIN�Eft: BOYLE ENGINEERING GONSTRUGTION 7l'PE G.B. GATG+i BASIN I .G. F10T IN GONTRAGT - 143 E. MEADONI DRIVE #3q0 T�'f'� `� G.6. GORNER GUARD G'Y NEGESSARY G.J. GONTROL JOI�iT �N NEW AIOI SITE PLAN Ib APRIL OI IS MAY OI VAIL, GOLORADO 8165'7 G.M.U. GONG RETE M�SONRY UNIT OM. NOMINAL --- _ ___- - - - 970.4�621"i0 ZONIN6: G.O. GLEAN OUT O.G. ON GPNTER G.T. GERAMIG TILE O.D. OUTSIDE DIRMETER ,4102 EPST RESIDENGE SITE PLAN - SEP EAST SET Ib APRIL OI IS MAY OI FAMILY PRIMARY/ SEGONDARY RESIDENTIAL DISTRIGT GAB. GABINET OP6. OPENING - - — - MEGHANIGAL ENGINEER: RADER EN6INEERIN6 GEM. GEMENT f'T. PAINT GER. GERAMIG PARTN. PARTITION A103 WEST RE5IDENGE SITE PLAN - SEE WEST SET I6 APRIL OI IS MAY OI P.O. BOX 8610 G 6. GEILIN6 P . PHONE - --- - - - - - - - - - AVON, GOLORADO 81620 G O5. GLOg ET P . PLATE G�0.845.'f910 G R. GLEARANG� P A5. P ASTER A104 EhiLARGID P'OOL DEGK PLAN GO�. GOLUMN P NiG. P�ANK -- -- -- - - -- �` GO GONGRETE P YVD. i' YWOOD TIOI TREE PRESE�LVATION PLAN Ib APRIL OI LiGP EN6INEERING, ING. GONT. GONTINUOUS �ORG. PORGELAIN �: GONST. GqNSTRUGTION Q.T. QUARRY TILE - — GIVIL �NGINEER: P.O. BOX 283? GPT. GAIZPET R. RISERS TI02 TREE REPLANT PLAN Ib APRIL OI EDY`1ARD5, GOLORADO 81632 D. DRYPR R.D. ROOF DRAIN IS MAY OI D.W DISF+WASHER R.O. ROU6H OFENING Q�O.q26.9088 � DBL. DOUBLE RAD. RADIUS LIOI LANDSGAPE PLAN Ib APRIL OI � �',` DET. DETAIL RE: REFERENGE IS MAY OI DIA. DIAMETER G, REGESSED --- ---- --- SURVEYOR: E,4GLE V,4LLEY SURVEYING, ING. DIAG. DIAGONAL �F REFRI6ERATOR EIOI SITE LIGHTING PLAN Ib APRIL OI I5 MAY OI 41199 H! GHWAY 6 824 � DIM. DIMENSION REIN�. REINFORG�D DN. DOWN REQ 'D REQUIRED DWG. DRAWING R�ESIL. R�ESILIENTT EDWARUS, GO 81632 � � P.O. BOX 1230 � �� DUMPSTR. DUMPSTER RET RETRINING 4�0.9 E.J. EXPRNSION JOINT RE\I, REVISION �' EA. EAGH RM. ROOM E�. ELE�/ATIOhf 5.5. STAINLESS STEEL - - �� P EGT. ELEGTRIGAL S.V. SHEET VINYL ENG. ENGINEER SGHED. SG+iEDULE TOV 6R�� �ND 51T� GOV�R�tG� R�QUIR�MENTS EQ. EQUAL SEGT. SEGTION EQUIP. EQUIPMENT 5}{T. SHEET EXIST. EXISTING LV�. SWELVES EA�T LOT WEST LOT EXT. EX�RIORN �pM�G. SPEIG� IFG ATION FD�rhl. FOUI�DATIONIN sa' STqA� 25,�10 SQ FT EXISTING SITE AREA 15,950 SQ �T EXISTIN6 SITE AREA FLI �R. �L�OOR 5�' cs�- 7E��`� ,4LLOWABLE PER TOV ALLOWABLE PER TOV FIX. FIXTURE S�GT_ 5�G7�{�,t� — 5,142 SQ FT ALLONW�LE SITE GOVERAGE 20� 3,Iq0 SQ FT ALLOWA�LE SITE GOVERA6E 2090 �LUOR. PLUORESGENT 5 S ENDED �REZ. ��EZER T. TREADS 5,6�I SQ FT ALLOWABLE 6iZFA RESIDENGE 4,695 SQ FT ALLOWABLE GRFA RESIDENGE FRM. �RAME T.S TOWEL BAR - 1,200 SQ PT ALLLOWABLE GRFA GARAGE 1 ,200 SQ FT ,4LLLOWASLE GRFA GARAGE FT. FOOT T8B TOP AND SOTTOM �TG. FOp TIN6 TBG TON6UE AND 6ROOVE 500 SQ �T ALLONlABLE GR�A EHU GREDIT 500 SQ FT ALLOWABLE GRFA E{-fU GREDIT �� G.I . GALVANIZ�D IRON T.O.G. TOF' OF GONGRETE 300 SQ FT ALLOI^1tlBLE GRFA Ei-IIJ GARA6E GREDIT 300 SQ FT ALLOINASLE GRPA EFfU 6ARA6E GREDIT G�P. GAS FIRE PLAGE TEL. TELEPHONE GA. GAU6E THRU THROUGH GALV. 6ALVANIZED T.P.H TOILET PAPER HOLDEf2 -" - -" - - - - - - -- PROP05ED PROPOSED 6EN. 6ENERAL T.O. TOP OF 5,142 SQ �T SITE GOVERA6E 2,G87 SQ �T SITE GOVERAGE 6L. GLASS T.O.V. TOWN OF �/AIL 6RT. 6ROUT T.O.W. TOP OF WALL - - - - - - - — 5,6"11 SQ PT GRPA RESIDENGE 4,25� SQ FT GRFA RESIDENGE GYP. GYf'SUM T.V. TELEVISIOhI Grs. GYPSUM BOARD LOWER - 20�7 SQ FT LOWER - 644 SQ FT � TYP. TYPIGAL N.B. HOSEBIB U.O.N. UNLE55 OTF+ERWISE NOTED - -- - - - --- - - -- -" - - -- - - MAIN - 26Q0 SQ FT MAIN - 1950 SQ FT }i.M. HOLLOW METAL V.G.P. VITRIPIED GLAY PIPE UPPER - G04 SQ �T UPPER - 1330 SQ FT ^ HDRL. H�ND RAIL V.G.T. VINYL GOMf'OSITION TILE HDWD. NAR�DWOOD `�RT. VERTIGAL - - - - -- -- - - 1,12q SQ FT GRPA GARAGE EHU 6RFA - IOq SQ �T L 1 HORIZ. HORIZONTAL W;G W�ATER GLOSET 454 SQ PT 6iZFA EHU EHU GARAGE - I10 SQ FT �� +iT. H= 16HT y�.F. WIDE FLANGE - - - 288 SQ FT GRFA EHU GAR,4GE POOL MEGti - 64 5Q �T ++TR. HEATER W.P. WATERPROOF IN. INGH W.W.�. WELDED W�RE �ABRIG _ __ _ _ _ _ _ _ 438 SQ FT REM,4INING 6RFA � INSUL. INSULATION WATER-RES. WATER RESISTANT INT. INTERIOR WD. WOOD 465 SQ PT GRPA GARAGE INV. IhlVERT W/O WITF+OUT � J.B. JUNGTION BOX --- - - - 762 SQ FT R�MAINING GARAGE GRFA JT. JOINT 410 5Q FT EHU 6ARAGE � __ - -- OVERAGE INGLUDED IN RESIDENGE GRFA � 609 SQ FT 6R�A EHU ( ^ MISG . ABB�VIATIONS - - - - (OVERAGE INGLUDED IN RESIDENGE 6RP,4) `� � -- — - — - - - -- � m ROUND . w W/ WITH -- - - - - DEGREES �P SQUARE POOT -- -- — - — - - - - - — W ± PLUS OR MINUS U P� PROPERTY LINE Z 11 AN6LE - ¢ GENTER LINE � � � � Q M � DR�WING GONV�NTIONS Q v O � � � � � DEfAIL DG�I6NATOR ��'j � p��6�.�qTOR � � Q O � 4 � � H I LF pETALL 11!!C2 � � ^� °-��' O WINDOW DESI6NATOR .. .--- — � � . W > QO � W J w 6RID Lltg ..-- - - � M CL� O O SLD6. SEGTION D -Lfi16NATOR � Y M U � A srznon �rts� _ . — _ _ — _ _ — _ _ _ — _ _ — M J 4O sr�r ,�,� s�.o.« OFFIGE FtaoMwv-E � � �2S Q 201 �xoora rart� --- - —.. -__- - � m M � ., ioo -0• L � � 4 LEVEI_ IFIDIGATOR — _ _ _ __ _ - - — _ . _ . - __ - _ _ . _ - — . . _ _ . — — — (h REVIA7 AREA � �f OF DRAYIIN6 loo'-0' � Q N _ SPOT F1EVAnON � �2'-t0�' O fj� 1 A cevwnan �nae �- �,+ce or ae.�r J ca catrau�c �� �� � DIF'�NSION (ANVENTION � SYSTEM NO'T_5 DESIbNATOR O ��' p�qN }7F516NATOR � � MAT�RIP�L SYMBOLS � W 0 � � m EARTH 6RAVEL WI-8E2 WOOD �/ / / A � SRIGK E%ISTIN6 WALl PLYWO�OD PARTIGLE BOAKD a._, .. � :� .� %�(.. : � � � � � ' GpNGRETE 5T�_ ST1D WALL bROUND LII� .. � . '� BATf INSULATION RI61D INSULATON GMU � - - � � .�j �j : , . . . .:r�..:� // // /� '•,� _ srot� �9,F�TOt� � i' ;_ I � � ` � � � � j � � FRITZLEN .-�- : PIERCE �r��� �, �.� v �� ; p F �� �O ��t � , � �c ��e� � � " -� � � � -. ;�, qy „ � i T�i�-�O►�.�EV . A R C H I T E C T S 1650 E. Vail Valley Dc Fallridge C-� Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 51 T� � � � � � �� � � � �� � � I � � � � � � � OOO DATE : OS/I6/OI FILE: East DRAWN: ABG I/2" dia. A.B, 0 4' O.G. REYISED: REYISED: Rlt'PED WOLMANIZED 2x10 PLATE • !�" A.B. � 4' O.G. 2 �'S GONT. TOP d BOT 2 �5 CANT. 8" GMU YVALL W/ #4 � 16" TOP 3 BOT O.G. VERT. d #8 DUR-O-WALL o I6" O.G. HORZ. #4 • 24" O.G. I �8 ITfll .88 HAN6ER5 #4 o I6' O.G. I 8 —� #4 m 12" O.G. 2x4 NAILER iZAMSET TO ANGLE „ # EAGH WAY � � � _ Z 4x4xr4" ANGLE 8 GhN WALL w/ 8 � Q � I F17� DUR-0-WALL � I6 O.G. � � � , �I C u B�O�b"m x 4Y�IA1-1- d BOND BEAM � FLOOR LE�/ELS t�Wi c�''.�•'�sre ° � 9 : 'c EXPANSION SOLTS z / / �`�` ;�G RFO'O w/ 2 #4 GONTINUOUS • I6" O.G. � % � ° 1 n S g 5 � m 0. o y tt4 0 18" O.G. � 12 � , " �` • �4 � 12" O.G. � o'��,� . m A� �5 • I6" O.G. �8 �� � lE�; �,`� .. �4 O I6" O.G. #4 � 24" O.G. , #4 � 18" O.G. 0. : � „ 6 j � � �4 O I6 O.G. � #4 O 24" O.G. • :% ,; �— �4 � 24° o.c. N I �8 � �; � . �8 I �8 L �4 • I6" O.G. L • • y i � � 2xb • I6" O.G. 6 6 � ST� �'�-� 2 �5 CANT. TOP S BOT. � O �Z"m AS. - Q) O • � 4' O.G. O #5 0 10" O.G. E.W. • � — U • � � r- 2 �5 GONT. 2 �5 GONT. _ O 2 #5 CANT. ' � � O 2 #5 CANT. DRAIN - 5� • 8° b° 8" DRAIN - SEE D7 L � � g" g" g" DRAIN - SEE 3�_g� 501L5 REPORT b�ALRGBLDG. 8• 8�� 8�� SOILS REPORT � � 0 C� SEGTIONS 12° 12" 6� 8" 8" 6• � � N � � � � � � I � I � � � � � � I � I �t � � � � � � I �l � � � � � � I � � � � � � I � I � � � i6 � � C�l SGALE: 3/4" _ � �-O" SGALE: 3/4" _ � �-O• SGALE I " = I '-O" SGALE I "= I '-0" SGALE I "= I '-0" � � � 0 � � � Q O � Q) � � V 'd 0 � � � � � � U � � #4 o I6" O.G. 18 12 • ❑ 2 GONT. TOP d BOT S�T rar�R: 1�" A.B. 0 4' O.G. • 3"-4 I/2" GONGRETE TOPPING 2x12 0 12" O.G. � � � 2 #5 GONT. TOP i BOT Z Q J a � z N b Q � 2" a �4 • 18" O.G. u� N #5 • I6" O.G. � L'� �4 o I6" O.G. 6 ��4 • 24" O.G. #4 � 24" O.G. 'Le � • � � b • � • � O ---y� / 2 #5 GONT. g• 8• aL DRAIN - 5� 2 �5 CANT. II II II SOILS REPORT II�II DRAIN - 5� � (� SOILS REPORT U � � � � I � I �I � � � � � I8� 1 �L � � 5GALP: 3/4" _ � �-O" SGALP I "= ��-0�� � (� � �y .� � � � � G � N � fi�� L NOT� S SP � G I � I G �T I ON5 � � This structura has bee� des�gned to meet the requlrements of the 1941 Uniform All 2X dimereional framlr�y lur�ber to be �I Doug-flr or bettar. � Bullding Gode wlth amendments as adoptsd by the Town of Vall. � Ali TJi Jolsts to be manufactured by the Trus .btst MacMtllan Gompan�. All omisslons or cortFlkks between varlou5 elements of the working drawin9s � I ' ' o ancl/or apeUflcatiore shall be brought to tha attantlon of the Strvctimal Englnear All Mk.ro= lamh to be manuFactured by Trus .blst NtacMillcai and conform to tha .µ� J�_ before proceeding with rny work so Involved. The 6aneral Gontractor shall varlfy Q11OiV��e strese rec;uh�emants for a { 3/4' 1.8DF Mlcro=Lom LVL. all dlma�slore and conditlons at tha Job slte rnd shal� be respauble for the All blue-lam beams to cor�orm to the allowable strees � � means, methods, tecMtquas, sec�uences and procedu�as associated wlth this requlremants for a F24V4 combinatlon beam. � proJact. Furtharmore, ha shall be responslbla for coordlnatlon of all wo�lc and � materials Includtng tFasa furntshed by subcontractors. The Structural Englneer nu ���tw� n�a�e to be by tne simp5«, coRpcxy. � � sr,au be contactea auNng cr,e coretn,ct�«i phaee to make tr,a �ot� s�te �nspections ,(1, // necessary to conflrm that the octual fleld condltlo� are conslstsnt with the A!I roof decking to be 5!8' G-G Ext-APA 3?JI6 plywoad. Nall w/ 8d m 6" o.c. ii ii /J � destgn aswmpt�ons md that the constructlon Is proceeding accordMg to tha �rt P�el edgas and o 12" oL. In the fleld. ��� O plane rnd spaclficatlons. All floor decking to bo 3/4' G-D Int-APA 48/24 TEG plywood. Glue decking to LNe Loads Used M Desk�n: In fthe f d�� � �II with IOd O 6' O.G. at panel edges and 12" O.G. � (�(l � Roof 80 psP � � � Floors 40 psf All ext�lor wall sheathing to ba I/2" OSB. Nall w/ 8d m 6" o.c. at panel edgas DeckS 100 psf rnd 12" o.c. In the fleld. (� I ` {�p����� �rtph�Exposure B Ail concrete to attaln a corr�xesshia strength of 300o psi In 28 days. � � v All retr�forchg bars to be 6rade 60. � The foundatian deelgn for thb resldence Is based upon 5oil md Foundation � invastigatton No. 201'13 preparad by LKP Engineering, Inc. on 5eptambar I?, 20G�0. All masorn^y block units shall conForm to ASTM Speclficatfon CAO, (`(� — The Solls Enginaer shall be contacted during excavation to V�spect the 6rca�d N [mMhwrn fm= 1350 psf] � � sits vxl confirrn that condlllons are consistent wlth thls hveetlgatton. � 7he Ger�eral Gontroctor should revlew the Sotls Engineer's report and follow Its All mortar shall conform to ASTM 5paclf�at�on G2"f0, T�a 5 � � recortvnendatiais for excavatlon, backflllk�g, grading and ck�alnaga systams. All eteel bolts shall conFortn to ASTM A30'1 epecifk,atla�s. ft�� StAA� bBGm9, c�gle9 and plates sFiau conForm to /5TM A3b epec�f�catlons. All ta�be steel colunv� shall conForm to ASTM A500 specif�atldis. nare : osnb�oi . FILE : East DRAUJN: faBG i�vISED: REVISED: y e ;i c;r�.:�� ,`�`�; •°�sr �` � Fr p ; �;� Rc�00 �: � �r �_: 7 -". � � 5 � � � � r� L � � � � U � � r — � 61 L 9- �4 sur,r.�r, L -6 0 cf� � � � � @ � � � r 61 � —6 � cv � + �' ' � � `6 � � � � � � � \\�" � � b ,l/ L I � � N U � ,\,� _ �\� � >�},�— � - - - - � - - � — � � � o � 0 � @ \,� �� � ' °` � � � � � .9 `_t � > m ' �.� 3/,'�� Q'�� v� N . .(►r - . 3 1- X - I � +� � 2) 13LX Z ,� � I +'� ¢ T9P - - - - - - - - TyP I • — • m I • — _ I .-, -� ,ry � � . m . I IN � — — — ry • � I-3 " 9-I " L ��' OG �\�` "� � ' �J ry X . ❑ � �12 �� X . .ry cv oj • Ve X X � x cv �� F' �� �� � L J L J � � I ,�� � p � N �R � �p ?a I -3/4 Xlf-'T/ LVL • � �y+'� • c_v �� . 'n TyP X ' �,�y+ • ,1,-4- — , ` . +� ' _ �' W I2 x r p�� I IN ,� cNV . � I r/ ~ s ry � I � 1 � � . � ' y IN ' I �J�ry STAHZS m I d�Er raa�eEw , �0• I � J + � . J I � f � m �y /�, 1N . . . I/8" I "_ GL. _ � _ _ � = I m ' ' _ ' _ �./ K�/ � � i • • � — �i� • �`t m r • � � + -� 2J I-3/4"XI I--!/ " LYL ] � � � � ms I ' c ' S,�IN�R .n' :� 2) I-3/4"XII-l/ ' L�lL 1 • I � • � � I a m .� � . ' � Q-I/2 VI�.� � I � �e� � � . I T 3) 1"3/4 �j��, I � • � +6 �+6 �.�Y+ � � _ _ — J ' • � �� TyP � I � T� � • � ' y,' I • \ 0 �,v I � I � I I � �1' �' �,v k I � I I � ry � ��' � � � � . � . � I \ . a 4�i � iv� ryp a T + � • � � � • . ,�i� � . 2-2XI2 • \ � 6 2 � 6 � Y' � I � i . y�� . `�+6 . 2) I-3/4'xii-Vb" Lv� _ J L . . . L � • — • — • - I �Y a 2 I � 6 � � � � . I �+b ' � _ . . . •r � W I x �J I-3/4"XII-7/8" VL ry+ + a ' �oc �� � Q � � � oi ^ � � I � � � � ryl �,/• �/ \\ +a Iry �� � � . ��°� . � cv I '� / \ '�a � r x / • \ yp , . � � = 1 � � � ' . I I I � m �/ � � m � X • � m � � `I ' E i � _ I . . r " t °�" � ° I I I °�" I � � ry �� I � \ / � � � � � \ � I ,� ry . �� I \ I � � . , . � � m mr ' \ // I I I \\ I i..�\ � ' I , I l--1 -� 6 � , I . I I I , + ry � � L � I I-3/ "XI /'T LVL I I— ` � . . �-- - -� � � . � . ry + r � _ � . . _ . . i i i 3) I-3/4�X4-�,���� � o �, — - - / T g , . , . . . . . � � � ,1, W lo X 26 ��,+ � � � � � � b � � o � � � � � � � - � � i � � � � � � � o �oo � � � � M � � � � � � � � � � � � �� � � � � � � u � � � � � � � � � � � � M � � � � � � � � � -� � g I/4" = I '-O" I/4" = I '-O" �-�-11 � —1 NOTE : NOTE : � � O �,�- INDIGATES DIREGTION OF II-l/8' TJI/PRO 250 JOISTS o I6' O.G. TYPIGAL UNLE55 NOTED OTHERWISE. � � ALL� INDIGATES DIREGTION OF 2 x 12 0 24" O.G. RAFTERS. TYPIGAL UNLE55 NOTED OT++ERWISE. ALL: EX7ERIOR WALL HEADERS Af2E 3 - 2 x 10 W/ SIN6LE 2x6 TRIMMERS 1YPIGAL UNLE55 NOTED OTHERWISE XTERIOR WALI_ I�ADERS ARE 3 - 2 x 10 W/ 51N6LE 2xb Tt21MMER5 TYPIGAL UNLE55 NOTED OTHERWISP 'dt1' � � � � � � � � Dare: os�ib�oi �i��: �ast Df2AWN: ABG REvISED: RE VISED: N�{ � 1iAF r �� oe � • n •. �� ,� , ��s7eq ••,&O �`°�C. F� .4 \ f=� 1 4 S E 5 �'� ` �, � r- �T�i ,, ,., E'` -. , / ° � :i . ' /���F v � - 43'-I I�" I I '-6�" I I '-2(�" 11 '-2" 10'-0�" � r-� � U � � r - � Q G — � � _6 0 � �5� - - - - - � � - - - - - � � � ° e � � � r a . TOW='72'-6" �D� � � � N � — — — — — — — — — � I � � � O � . "� I I I � � �', � � � � � ST� I � r � � o = � TOF=�2'-0" TOW G J L � .9 I �' � � U � �l . ,� r � I � — � A � - - - � � J - - - - r . � - _ - �P ► _ _ - - - � � I� - - - � � r — � I G �-�" x • - • - � - � � . � _ _ - - - � � � � ° r � � � � ��-� „ ,,,_ . � � �j � � I I � � ❑ �+ � � � � � � � � 1 � I L — J row=�2�-b„ . rr 1- I I � �1 STA�R`� X � • y TOW=65'-6 � O I I L — JO O ` - - J I a�t rtrt�w X � r tV . � TeP Q � Im• . o= � � ii � io�-a �� a�-�" NTOF=62 -O � I 'y � . � � � m• _ '- . � � GRAWL SPAGE I � r � (GRADE o �2'-O" Oi2 HI6HEt� _ 1 � � - w�o I1 "�/8 TJI N (V (V ' _ - � .� I uiw m /� STEP - 2 I6" a' . � � T � A TOF=62� �� � .o /� � TOF � + I � � I "I G ry „ �v� • - � )C II-"lI8 O ' � . I ,t ^ 3) �'3�4 - - � � 14,_���� I STEY (FLUSN� �, - F 1 I TOW ,(� (1 lj ~ I � � � 'v� ,�i ' OW=?2'-6" � I � TOP=65�-0" m I r — — � 5,� I r - � r - � � � � � TO� � I I I I � � � � I I TOW=TI'-5-��� 5,� � � � � I I E � ' ry TOF=66'-0" TOW G G — � / ,� q'--�1L�� O II ' O ������ � I (_/� fb H II \\ . " � ANGLE TYPIG �l w X � I � � � • �� I I O � O � STEP �C . �C TOW='f"1'-�" I m � TOF � STEP G � TO� I . s,-� � � � - - � - - � - - - - J I ° � TOW � I � _� '_ ^ � p - � � � - - - - - - �_ � � - � - - � � ry _ �_ �� _ � �� � -L _ � - - - - - - -L _ �- � `� TOW=?�'-4" O p O � � � � 10�_��� 22'-I��� ���_„1�� � � � �.� r 42�_��� _ � � � � � �--I--� 1�— � � � FOOTING P,41� SGHEDUL� � t'{1 � I " I � I I � �.e � X � j� � �� � I I � � � i�.. � I � � � � � I �L� � I � � I � � � OA 2'-0" x 2'-O' x 10" RE3N ORG I NG \ � o ,//�� V I/4" = I '-0" OB 2'-6" x 2'-6" x 10" 3 �5 E.W. � II � `N � � N�� : OG 3'-0" x 3'-0" x 10" 4 �5 E.W. � � INDIGATES DIREGTION OF 2XI2 JOISTS o 12" O.G. TYPIGAL UNLE55 NOTED OTHERWISE. OD 3'-6" x 3'-6" x 10° 5 +�5 E1N. � O U I � � � � I � I � � 1� � I � � � � � � � � � I � � I � �/ � � � � PROVIDE 3" - 4-I/2" REGULAR V�IGHT TOPPING ON PLYWOOD DEGKING E � WATERPROOF MEMBRANE. SLOPE TO INTERIOR DRAINS. EO 4'-0' x 4'-0" x 10" 6 �5 E.W. I/4" = I '-0" USE HUS 210 HANGERS TO HANG J015T5 PROM STEEL BEf�MS IP GONTRAGTOR � � GHOOSES NOT TO BEAf2 ON TOP OF THESE BEAMS. O 4'$" x 4'-6" x 12" '1 �5 El^l. NOT� : OG 5'-0" x 5'-0" x 12" 8 � �.�N. qLL��R�pR NIAL� FOOTINGS ARE 10"x24' GONGENTRIGALLY LOADED TYPIGAL UNLE55 NOTED OTHERWISE. OH 5'-6" x 5'-6 " x 12' 9 �5 E.W. DATE : OS/I6/OI �ILE : East DRAWN: ABG REvISED: REvISED: ��`l' � �\�' 1 � ���` 0�� I +� ?���` 1 /'1'�`G\STE9F{6 �� ��'Y �' l� o.Q�. Fa a< �r i 4 : � � -: !'� � 3) -3/4" h�1/8" VL � ' ' + . ry �'���. I . : . I 2 - 2XI JI 2 - X2 I �J N I - I I L � 0c\ry � � \� �<\ry I � ,�\�' — � ,J�' � l�� � — ry+ l � � � l�� r1�� � �Z.+b ryl \ l��C U V 3) -3/4" I, l/8" �/L I � � � I I � 3) I B/4"Xll-?/8" � � 1[) ( I � x � ,� � � �' � � � 2 - x�2 2 - 2 �� ~ ' ° I O �y�"� 2 - XI2 - � O � � � • � � � r • 3) I -3 I �] �6 � � CV • — — ',y + ry ,�+b �A� � � 0 � �� - I �. �i i �i J ryi q/ � O O � � \�ry ���� \�� \�ry �l � c0 . ��' � �l � tn U � ' �'' �'+ + X\ � . � � � - ut � �j\ 0� \�` .�j\ 0� oj 0� 'L� I m� N - � 0 � L �6 a S' � Y �' \ 2 2 �2° • 2 2 2 c . "' • ry I � `t U > � � , -. T I ) I- /4" 9- 2 " NL �` .�y+ . ,l, � ' I I / . — �l . I � - I L 3I I-3 ° F ( I � X �.' '.t J • 4'TT2 CS� . � . N m� �t , _ � x m � �c� � ry - -�fl; . � ,y,'y+ ❑ T m �y \ Q 2XI • 6" � ~ ~ It- � � ry.'L / — � p� �b . _ . _ . _ . I � � 3) I- 4"X e�T wr�R, I +b b - +b � \ ,y+ r�,+ 4-I LVL ry�. � ,'Y • l DC 'L T p • / � T� k' ' • � 6�' • � 'Y� � "=F � �>� -3 " X 19- /2" G . R I _ 2 2�1 I � ST�L ROIUNDA I � c� `r ...�_ . _ . _ � ' �� ,\\ I X OR W 12 3 I — ' � ' � I FRAME I � ' �- ' � m � ' A ml ' ? L' I. , T I T I m I . a�ry +b r I I +� ry �, � — � � � ,y + �,+ � � �, r�,�- 9-I " LVL ,y+ IT � T ry �' ' I \ � � / �, �' � X � I ry 2XI o 6" 2 - XI2 I I 2 - 12 . _ . _ . _ . � _ � ' � \ � � - • - • ' � � i � I � / � � / �' � � L 3) -3/4"X I-"I/8" VL � I S' ) I- /4" q- " VL � � _, � � < �,�' � R �< R ' � �'���, ' � �— .''�� 0�� J `� (( �� L — ��� � ,� � „� ry r — ,y+ � — ��, - xi2 2 - 2 i2 °` I � � � L 3) -3/4" '7/8" VL � � ,c� � {� .'�\p,-0� � '� .'��p� �t,� � �1, �� ry — — � �, � � k � ��-�--J4 � � � � � � � � � � � A--JI � � �-1--0. � � � O �, , ,�1 � � , ` 1 � U � � , � 00 � � i� � 1� I �l � � L. � �l - � � � �` fi�� � I � � �1G � � � � I/4' = I '-0" � � � � ��� : INDIGATES DIREGTION OF 2 x 12 0 24' O.G. RAPTERS. TYPIGAL UNLE55 NOTED OTkERWISE. ALL EXTERIOR WALL HEADER5 ARE 3 - 2 x 10 W/ SINGLE 2x6 Ti21MMER5 TYPIGAL UNLE55 NOTED OTHERWISE DATE: OS/I b/O I FILE: East DR4WN: ABG REvISED: REVISED: �ICNq ,L�,1'� \STE ��°� B .O:Q,`�C' R�"o � �� F-e 149G5 m � U �_ o <: � � � o� '�E�Of C01 �° V L � � U � � T'_' ln � — — — — � � � � � � N O � � � �6 � � C�l � � � cB _ ❑ ❑ � Q) O O � � � � — � 9 � V > � STAIRS 3` �. IRS �� b+� ? � • � � • . 11-1/8 TJI PRO 550 • I6" OG � � +� � • T � � . ry � ' r r � • � I/8" X 10-I/2` � w ry = I 2 I -3/4"X . . . . . . _ 2 I-3 4 .1 —M • � 3 J x � pc� +6 +�� -H6 �L11�.�1-I X +g +6 +6 i-6 � Si�EET h11'mER• O p ry Z � J � ,J � � � • _ a � � , X , � . — . �M Z � � . 'Y'ry • +g Q Q Q W W a a � �O� 2� � � ; • (V � • � • • II /8" LVL � LUSH � � � � II-?!8" LVL �LUSH � 3. . ��I , , " • ry � . +R +R +� '} � �� \� C'C ry - �/�� \\ (V . "� 11 ?J � O ry V,• � �I 'I f� is�� ' _ _ 3� I 3/4_X — — 3) I 3/4"X +6 al—u--{� p i8 � ?+ ��� II-"f " LVL FLUSH R�� � • _ _ < R + +g = F _ �' „ �I � � � . . . sC�+ u�„ I�i_iI � _ - � X i � J R � J� � � J / R J � � J 6 '�t •J R i N i N i N i N i � i � � a � � � � • I� �' ' -. i -. i. -. i• -. i• �• -� � . �,+ �,+ �- + �,-F •� .i I��(- ' ' ' � � •1,� / I� +R +R + +R � p( � � a � _ � . T � � . �e Q Q� � y m � � �� � �6/ � z 'cXV ��' � r �+ r � � Bx �� N « � / �4 ��� Q _ � � � b � _ _ 2) I 3/4"X . p . � � � �/ X 10-I/2 ry,l,+ � I I '1 b L � F � s � � I I-7/8 TJI PRO 550 � I6" OG = J I X � I � � c� � � � '� _ r� r �5 �N� m � T I � � i ry � 3) I-3/ "X � 9- /2" VL �, � -���— (�� � . ., � ;� o o � _ � o � � � � � x . .x � � � � � � � � � � . - � � � 5-I/8" X 10-I/�" G � � � � � � . . T'!P � � (`(1 —� � � 8�� X �o-� �� � . � 1� � I �l J� � �l� l� � i� � M I 'N � i� l� � �l - � � ST fi� � � I � � �1 � � � � � 5- , ,2 Dr I/4" = I '-0° NOTE : �,� INDIGATES DIREGTION OF II-l/8' TJIH'RD 250 JOISTSO I6" O.G. TYPIGAL UNLE55 NOTED OTHERWISE. ALL EXTPRIOR WALL HEADERS ARE 3 - 2 x 10 W/ SINGLE 2x6 7RIMMERS TYPIGAL UNLE55 NOTED OTHERWISE HANG JOISTS FROM FLUSH $EAMS WITH ITT II .88 HANGERS TYPIGAL. DATE : 05/I6/OI FILE: East DRAWN: ABG REYISED: REYISED: ;- Bp�� CH,GF �i , . .. . .. C ;,�G1ST c^RF�"�O t - = P c .<'r � �. � 14 ^ _ 3 . o ^ , r '�,� i � � u � � r •- � B1 L � �4 L � 0 � � � � � 0 � � � r 61 � —6 � cv � Q� � _ � � � p � � � �j � U � � p c�rl 0 � � 9 `� V > 6� „ 1 iirra �v,L_ ❑ � d r 0 �� ��\ • �� ��\ ry N . X BFaE£T rLl'�ER+ o � � � 2 � — H- J J d b �'� ' �'� ' �'�-b C C � . Q Q X . . 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AL50 U5E THIS HANGER TO HANG J015T5 FROM ST'�L BEAMS IF CANTRAGTOR GHOOSES NOT TO BPAR ON TOP OF BEAMS. bb'-2�" DATE : OS/16/OI FILE: East 2� 2 ' 2' 2' DRAWN: ABG 3�_3�" 2q �-6" I6'-5" 5�_T I " 12'-5" 5'-7" 12'-5° REYISED= S REYISED: �'r,�•Ms �q ��;6 O e 4.G R�` a O _ ' � `' ' � i �_' 1 4 9 � 5 m�r'� � � � A � S. - - - - - - - - � ` ' �_ _ ' � i � J � - - - - - � L � � �. J L � I � � 30"X30"X4' ± PIER � �O � O I I I I � � U m� w/6 #5 VERT. 4 #3 TIES I I ' I I I I I � � �, r � @ I 2" O .C . 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