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VAIL VILLAGE FILING 1 BLOCK 5 LOT 1 TO 13 unit 11 VAIL ROW HOUSES.PDF
Gwathmey �� � ������ I�T 1 �1�15 � ���� I 1�1C� ( 1�1��X Pratt � , Schultz � � I�tB r�NGHOi� BOLT ����I�������� Archrtects,pc ��� �t�0�� � �D ���/� �R�4�N , va00coiorado si 5�"est �D..� �D�1�G��lT �I GOVEfi� 51�°f��T/51TE i�L�N Falx (970)476-1612 � ,4�� �BOV� �I N 15H �LOOR ,,.,......-..,_.___...�....�---� ?�2 �LOOR PL�NS : �� NUM �LT ALT��N�T� � ec�E vF �op�� ��� �;� A�3 �L�V?�TIONS/ �UILDIN6 S�GTION� �.s '�� .s , � � � ^°� ��,.,��_, ; , . � t �i� �4GG�55 �'�NEL � , , r } , � �NGLE --�_ , - =� � _ , �; B.O. �OTTOM O� �`' ' � �'o° 15 � � GLG GE I L I NG � _''"` �"' � �` � �n - `� -: � � GI G�ST IRON `Y' '�---_ � u � GJ GONTRO b` ���UGTU��� �J' , L JOINT m - _ , �o ' vYi�-�TY ���EM�Nr � � G�NT�R LINE -_._. ���7- ' -` _ ,�� � � � --.__ � _ �-�--�U � GLfi� GOLOR W . ` -���----- �t GMU GONGR�T� M?�50NRY UNIT S I PL�N � l ; � � � ' GO GL�,4NOUT `�` �,.�oo n ��L� ,; GOL GOLUMN � � `� � ` ° � � , ,. - GONG GONGRET� A N � � (� � * GONT GONTINUOUS .,,� „ Z , __ `�- , ' no DOUBL� WALL OVENS � , �- -- 50' �, �r�E�r� ��-r��G� �'i���J�GT M�1�U�1� } , , �lI I�- � = , DW D15HW�45H�R ! - _ ' � J'`" p` __ _ � � � � �a �G2u�L ,.�.v� , ` � � - �D �LOOR DR,4 I N � � 1' �'� \ SP�GI�IG�TIONS r , ° �DN �OUND,4TION ` � � r�� INT�RIOR SGHEDUL�S �° r°�"�"°� '°'"' � � � g �, 8o I5 E ' � :` { �IN �IN15H �-, o' INTERIOR EL��/�TIONS �'��`�• �_ � � , �LR �LOOiz �� � �� � ' , � �� � � �� � ` �.O.W. ��GE O� W�LL(STUD,�TG) � � � � �TG �OOT I NG : o ' I o � � � I� I ��GTO�Y f� � � �- � G Y P G Y P S U M W�L L B D I�RD ;���-r i � ;t� GL GL�55/GL?�Z I NG r. � � � HM +�OLLOW MET�L � 2�-7 5 {�� �o r i�- `. 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L ✓ � � � C`�D� �r""orotherordu�'�°ftta� 6d� cuonof M�G HARRIS INT�RIOR PLANNING $ DE51GN ��a �" to be used In whole or in part,for � ) N o � r � code t based pO�� ca1�r8�'���buddmB any other proJecT without the ` 5{-�-r 5���-r �e issuance of a p�� o�� �p ventu►S �i3q AGOMA STR��T, #213 written authorizatlon of Edward tevent the buildtng �a�0 o�q�s code ot of DEN�/�R GO 80204 (303) B�iZ-1465 5 I I'1 S I M I L�� _ -- _ _ not p 1��g�1f1C�►��a�u1��� or S dney Schuiiz Henry R Pratt, � "� - �no�m sa�d P eceu:►d�t � G I V I L/S I T� E NG I NE ER I NG ���e o d nanc�e°��s)ur►sdtctiCn. � -L ,(� '� v;� ,. ;„�. t i IN�O��'('A'("i01'^� �A�� t� DN ��l...E �/�LL�"� - _-- TE, � - SOG SL�B ON G�D� }--=- --- - pA g U fz-�/ E`�' ►N c� � hJ G, q - I 3- �Q �---= SP�G'D SPEGI�I�D -- _-- —_ — INITIALS: . ,",.s.. ,�' �� , 5P�G5 SPEGI�IG�TIONS LE��.L r�E�Gl�i ��'IoN: LO i II , P-E. �l�p�� i� i� 1oN �== ; -- " j oF �La��= 5 �N ►� �. �A�T o� G1'°p�� ��-c� �. i'� ° I o '- o'� � Date: Zl� h'fA�'`"I`1 ;x STD ST�4NDf�RD b F'�^I�/E� V A! 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V SHEET VINYL WP PREP POR WALLPAPER GD RROMATIG GEDAR � WD WOOD AS SPEG'D SD IN�TE�GRTL�LOR STUGGO � �OWELED DRLYpW�ALL p � PL PLYWOOD FfT HOGK 8 TROWEL DRYWALL �T NOT�GK S�7LROWEL DRY�LL ' � t ;,�r � ; , r , _ � _ _. -, _ „� .. , t :_ _ __ - - i , ' � � � � , ' � , .� . _ , �� - �� ' : � , , � � , � � - ,� - � � � � � �� � Gwcathmey � � � -- �� � - � � a � � . Pratt � , _ , -- , - , � � __ _ _ _ � _ . _ _ � - , - ---- --- Schuliz � - � • , � ' _ _.��..�_ ---:---- ..�_�_�-�_�- �4rdiltecla,p.a � ° ' � ° � -- ��. � ��_ ____�'__ �__�____ _ _ 1000 S.Frontape Rd.Weat ' , , ` � _ ._ ....._ .____ _ �_ __ . VaA.Colorado 81667 E - • _ __.....,..� . _ _ _ . � ' - Tel: (97�47&1147 t , ` , — - ' - - Fmc(9709 476-7612 e- � , � �_---__- ---- —-- ----- — — E F � � � �, . � , 1 � _ _ �y _ \\� \` --- . - --�'_ __._.. 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LIVE LOAQS USED 1N nESIGN: \ r � � � � � ShU� �Z A. OECK 100 P5F 2X6 AT 1'-4" iNODD , ` STUD BEARtNG WALL Arch�tects, p c 1000 S Frontage Rd West ; ` 2. CONCRETE: � l ZXb Ti�EA�TED PL.�TE Vail, Colorado 81657 , � �A. ALL CAST- IN-PLAGE CONCRETE SHALL 8E MADE WITH TYPE I/I1 PORTLAND CEA�ENT, STONE " WITFi I!2'" m ANGHOR 80LT Tel (970) 476-]147 ' AGGREGATE AND SHALL SAT iSFY 7HE FOLLOWING REQU 1REMENTS: ° AT �'-b" � Fax (970) 476-1612 � ,' C��-#5 �5 AT I'-4" CONCRETE tTEM F'C AA IX TYPE MAX W/C RAT 10 � A IR REQ. . VERSA-LAM BEAM , RE ARGH� GN WA I E�...�_ ___.___.____._._.__ __._ �i F,�R�y SFfEATHfhG T(? EX15TIhIG DEGK - ; ' FOOTINGS, WALLS,�SLAB-ON-GRAbE 30dOPSl 0.55 6 1 j2 (+J- 1 1 /2%) EXISTING GMU Ws�LL MATGH EXISTING . SHEATHINC-� � '�t � � � GR4UT AS REQU i RED RE� PLAN � ("""""""""' ""'"""""`"'""""""'�"" B. SLABS, FOOT�NGS, �AND wALi.S SHaLi� NOT HAVE JOINTS IN A HQRIZONTAL PLANE. ANY ro iN5t1RE Gl?oUT aT , .�.^ G � �' ' ` STdP IN CONCRETE NXJRK t�AUST BE MADE AT TH 1RD PO INT 4F' SPAN WITH VER7ICAL ExPA.N510N ANGHORS � ' b�. o. � BULKH�ADS AND HOR(ZON7Al 5HEAR KEYS UNLE5S OTHERW(SE SHOWV. A�L AND 2'-O" BELOW. � .4.�0'Ooq.4.C)' �,O°D'o�.4O'Oo°.4O'Oo�. E v� •� ��v�.O.n vv.a•n VbQ I � ; CaVSTRUCTtON ,lOINTS SHALL BE AS 17ETAI�.ED OR AS REYIEWEd BY THE ENGINEER. m � �, ; ; � � . . � ,; . � , , -- - -- ------- -- - -- --- - - --- - - � �- C. ALL CONCRETE VtORK AND REiNF'ORCEMENT pETA1LING SHALL BE iN ACCORDANCE WITH ' � " , , , ACI BUILOJNG CUUE 318 LATES7 EDtT10N. UNLESS NOTED OTHERWISE. USE STANDARD _i � _ ea a � #5 AT Z'�-O" � HOOKS FOR DOWELS UNLESS b'TNERWI5E NOTED. ALL EXPOSED EDGES Of CONCRETE ,� ii '; � DRILL 6 AND EXISTING , � EPDXY INTO �OUNDATION ' = Y�ORK SHALL HAVE 3/4 (NCI� CNAMFER. ` , m � EXISTING GONG. �-- 1, 3. REINFORCEMENT: �� ` a FOUNT7RTION � � «)-3/4" m X 5" " 8„ ' A. ALL REINF'ORCING SHALL BE HIGN-STRENGTH DE�'ORMED BARS CONFORMlNG TO ASTM (EMBED) EXPANSION 3/4" m TNRU-BULT NEW DEGK EXISTlNG • _ - A 615, GRADE 60 EXCEi�'� T1ES, STIRRUPS AND PLATE ANCHORS NHICH SHALL 8E ANGHORS Q,�� � JG�ISTS RE� PLAN DEGK JDISTS a # ' 11 m ' ' 6EFORMEO BARS� AS'f'M OES IGNA7 ION A615� GRr4DE 4C1 OR ASTM A 706 GRADE 60. 1/4" BEhtT PLA7E - S faT z-O X + _ SADDLE WITH I/4° SiMP50N JOIST B. RE INFORCEt�ENT PROTECT tON. STIFFENER PLP.TE HANGER (TYi�IGAU EXI5TING BEAM • ` � 1 . CONCRETE POURED AGA INST EAR'FH 3" ONE 51DE �R��,� , 2. CONCRETE P4URE[? IN FORMS (EXPOSED TO Ih£I�TFlER OR EARtIi) 2" VERSA-LRM f3EAM � d � a � �.. 3. SLABS ANb WALI.S (NOT EXPOSED 7d WEATHER) 3/4 � - � ~ �t P�/a� e � 0.��1� � . , (�)-#5 GONTINUCJUS � , C. REINFOl2CEA�ENT P�ACEhtENT AND 70LERANCES SHALL B� IK ACCORDANCE WITH '-` - . SECT tQNS 7.5, 7.6 AND 7.? OF AC 1 31 S, LATEST, ED I�I ON. , ; � NOTE - ALL �fORIZONT?� . ��_4�� REIN�ORGING SN�LL 8E . D. NO SPL ICES OF RE INFORCEMENT SNALL BE MADE �XCEPT AS DETA i LED OR AUThfOR 1 ZED C,ONTIHUOUS AROUND BY THE STRU�TURAI ENGiNEER. LAP SPLlCE5. WiERE PERMITTED, 5NAl.L BE A MINtMUM ��HE� . , OF 4$ HAR D tAM�7ERS. MAKE ALL BARS COdVT INUOUS AROUND CORNERS. �� G� � ��l � �� �°' � � �� I � �� �� � �� I 1 � �; �s t �l � �l I E. P�A�E T1h0 �5 (PER 8" TH ICKNESS) WITFt 2'-0 PROJECT ION Af24UN0 ALL OPEN tNGS IN 3/4" = 1'-O" 3/4" - !�_p° , ' 3/4" _ �'_p^ � CONCREfE WALLS, SLABS, ANp BEAhtS. ALSO PROVIDE TVrO �5 X 4'-0 DfAGONALLY AT � , EACH CORNER. � , � � . MA N . ° - ° A. CONCRETE BLOCK UNt?S SHALL CONFORh� 74 ASTh! C90. GRApE N. MORTAR SHaLL BE � ASTM C270 TYPE S QR M, . TYPE M SHALL BE USED fOR ALL BELOW GRADE APPI.ICATiONS. 8. MASOfVRY $NALL CONSIST OF CONCR�TE BLOGtt WITH A MINIMUM CQMPRESSIVE � STRENGTH OF F'M OF 1500 PSl BASED OtV GROSS AREA. � ' C. GRQU7 SHALL DEYELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. � 5. STRUCTURAL STEEL: �� A. ALl ST'RUCTURAL STEEL SHAL� CONFORM TO ASTA� A36. A�ISCELLANEOUS EN,�EDOED . ITEMS SHALL BE f�36 STEEL. ` , � 8. ALL ANCHQR $OLTS SHALL CONFORM TO ASTM A307 UNIESS NOTED OTHERWISE. 6. Vy00D: ' . � � ' � A. Al.l. FRM�tiN� AND TRUSS LUMBER SHALL 6E DRY DOUGLAS FIR. LARCH, GRADED BY ' - YNESTERN WOOD PRODUCTS ASSOCIATI�N ANO CbNFORMING TO UNIFORM BUILDING �� CODE AS FOLL04V5: ' 2" TH iCK - 4" TO 8' WIDE (WALL STUD ONLY) S'RJt� Fb = 700 PS I . 2' TO 4" THiCK - 6' �c WIQER N0. 2 Fb = 900 PSI �� NO7EU ALLOWABLE STRESSES ARE h1tNIMUMS ANQ FOR NONREPETITIVE USES PRIOR TO ALLOWABLE S7RESS, INCREASES. . �B. PROVIDE CR055 BRIpG(NG NOT OVER 8� ON CEN7ER FOR ALL 2X ihOOD JOISTS AND � 2X SOLID BLOCKlNG $ETY�EEN J015TS AT ALL SUPPOR7S AND ENDS OF CAN7ILEVERS. C. FASTEN ALL 4100D MEhf8ER5 WITH COhiMON NAILS ACCORD ING TO THE UBG SCH�DULE TABLE 23-11-B-1 UNI.ESS OTHERWISE NOi'EQ. D. PLYWt�Od DECK AND/OR OR I ENTEQ STRANQ 80AR0 � 1 . PANEL Tt�!ICKNESS SHALL BE AS SHpWV ON THE 4RAWtNG. APPL tCAT lON SHAL.L 8E ' _, IN ACCORDANCE WlTH REC�AENDATIONS OF THE AMER ICAN PLYV'AOD � - . ASSOC{ATtON. ' _ - - 2. EACH PANEL SHALL BE 1DENT i F I ED Wl7H THE GRADE-TRADEMARK OF TFiE ' AMER tGAN PLYVVOOD ASSQG IAT ION AND SHRLI MEET TtiE REQIJ IREMENTS OF U.S. � ' PROOUCTS STANDARd PS1 , LATES7 EtiIT14N FOR PLYWOOD. ALL PANELS 11HICH ° HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL 6E OF TH� EXTERIOR TYPE. 3, EXTERIQR iYALLS SHALL HAVE QNE LAYER pF t/2" EXPOSURE I SNEATHlNG ., � NA'ILED AT 6" O.C. ALONG PtOhtEL EDGES. � 4. SHEA7HING SHALL BE INSTALLEd WITH TNE FAC£ GRAIN PERPENOICU�AR TO SUPPORYS Wt7�H END JOINTS STAGGERED. E. LAMINATEO VENEER LUl�,�ER A�ET�ER5 SHAL�. HAVE THE FOLLOWING STRESS . CAPACiT1ES: FB = 2800 PSl , E � 2,OOO,Q00 PSt � FC = 750 P51 , FV = 285 PSI . BUILT UP MEM9ERS � SNA�L BE C�INECTEQ IN ACCORDANCE W17N MlWUFACTURERS RECOl�,�AENdATIONS CC}NTRAC70R 5HALl. HAVE -THE OPTiON OF tJSlNG 3 1 /2` OR 5 1/4" WIDE MEtviBERS., EXI5TING ' , FOtJNDATI ON � WALL , 7. GENERAL. , A. ENG 1NEER'S ACC�PTANCE MUST BE SECilREO FOR ALI. STRUCTURAL SUBST tTUT IONS. EXISTING STEEL BEP�'M „�.�.,,. � ,_._ __ EXI5TIN6 D�GK QQ cop siqhk B. YERIFY ALL OPENINGS THROUGH F�OORS. ROOF AND WA�I.S WITH MECHANICAL AND c�a�hmey/�ratt/scnu�tz , . ELECTR ICAL CDN7RACTQRS, VER IFICATION OF LOCATIONS, S IZES, L IN7EL5, AND ..1015T5 4" CANGRETE SLAD ON GRADE ON 4" A�i�th°Cts�oasnrod , REQtJIREO CONNECTIONS ARE C�VTRACTOR�S COhtP�ETE RESPOt+1SIBiLITY'. GRfaVEL FILL. REINFORGE WITH s EX15TIt1G WOOD B��M 6X6 Wi.4 X YV1.4 W.W.�. Thes dxument, and the tdeos ' C. ALL D IMENS IONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGA 1NST F IEtO Cnd desac,na lncor�orated ARCHITECTURAL pRAWINGS. NER�FYJ Q TO MA7GFf = MATGH � p ofessond servlce, bttha 0. COfVTRACTQI� SHALi. VEf2 f FY ALL ASSUMED EX iST 11VG COND IT 10ldS. I F COND IT IONS �`.RE EXISTING 2Xb AT {'-4" WITti .f015T5 � prcperty ot Gwothma y/Prott � EXISTING Architocts, P C. and Ta not to be D ifFERENT 'i'HAN ASSUMED, NOT i FY ENG INEER HAhi�ERS EAGFt �ND _ � _ - usesd �n wfio�s��a In pert, for � r 1 I r wntt�mtihcuthwizati niosut tne ` , � a � tr Edword M. Gwathmey Jr, or �""` � (3)-i2° V.L. ^"� - - � � - Henry R. Prctt � , � � - -- - - -- � r 4 . (FLUSH WITH BOTTOM �X8) � _ � - ._,___ ._ , . __ .. _. .__ ,,,., , � 3 . L _ _ _ _ .._.. _ ' �_ J y,.a.�_.._ __. .__ �. �. , SI 2 SHEATHING�YINOOD V I Date: �3-2�-g9 TYPIGAL. 51 � 51 ,., �GV 18t°.d: • ARGt-t RE= ARGH. � RE: �RGF-t. � � l.� ��� � � � u� !� ��,�1�f f 1�1C� �1.._ �h�l ��1�1�1 � �� 1 C�1'� �'1� ��l � . 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