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W S x 2� ��Pckrt I F— �/q.-�q:'�i x S"T��Y+o�-r �, Q le.l�DC�E MaG�►�RS � .1 L�r 3x'�i�.x o�6" . • z � -r�3X3X;�. ��,��+ �x�snr+� �sT��x �a+.c., � � � - 2�� W � � � --� � � 'Q- 2° � W 5X� �M • • � � O � �- � 2u L'S�+a P�� t� %�x 5'x p!�` I - d , � J �/2-slg'' � -rau�� w�.o�� I I Q � 0 ANUt�RS INTo �oN�E I —�—___ • , `2�� � _ 11 I �xIST1N� — — — . , ' J U ( �Ssi�SS �i.00R a - �/� (j) J, g �4' � ,� r+r � ( � ��N X�1 x�l� + m O I 1 1 � w W i ��.� /Li1 � J' / 2�� 1� ���X�'�X��`�'� W�2 3��-°�' `'_ : T � Z � � x 5� �u�o�T ��ac���tut�s - � O cC 2M 2" 12' 2`� (�2� 2" 2" I" 5�� � li. � L�W�TI D N �d�-l�N'r�L ��T!�I�! d' LL � D ET�IL C � � DETAIL B � dETA�IL A , ,�n �2 , ��f ��� � '�j2 �'j2;���–D" �L ���Z��I���� ' Z I .�' - , S2 OF 3- STRUCTURAL SPECIFICATIDNS ,,.;� •,3 Nj�.�o� � �� . � a.- �.. �,�,,� ;� •— co � `• 1) All cast in place concrete must be made with Portland Cement 7) All construction must comply with the 1991 Uniform Building ��4g J�� � h � , and attain minimum compreasiva strength of 3000 psi aPter 28 Code as adopted by the Town of Vail Building Department and tha •� � Q.C� O �' °�.��., , days. Design based upon BUILDING CODE REQUII2EMENTS FOR "General Conditions of the Contract for Construction" (AIA � Z'1.` � ' REINFORCED CONCRETE (ACI 318), 1942. Document A201). � O!C� � ` 2) All welded wire fabric must conform with ASTM A185. fS) Conatruct walls aa �ollowa- � C��:�v ` Reinforcement placement shall conform with MANUAL OF STANDARD -Intarior-2x4 p 1G" oc., unloas note� othorwiao. 6 5 i�• L PRACTICE, 1990 as prepared by CRSi. All lap splices to be 9) All beams and joists are to bear upon walls or beams OR be Yiung o ��°� ({,1 minimum 36 bar diameters. Minimum reinforcement protection: with clip angles. •oss�• � -COncrete poured in forms 2" 10) All structural members are shown in their final pbsitions � � , -Slabs 1" propesly braced and supported, during construction it may be � 3) All lumber shall be non combustible Doug-Fir #2 S4S or better, necessary to shore portions of the structure while other all wolmanized lumbar shall be Hem-Fir #2 S45 or better. portions are bezng constructed. Contact the structural Provide solid blocking at 8�-0" on center in all diaphragms engineer for consultation as requlred. � I� p All column3 to be continuous bearing to foundation. 11) Contractor is responsible for all non-specified connections ��C 4) Structural steel shall be ASTM A36 or better except pipe contact structural engineer for details as required. Engineer �� N i , columns which shall oonform to ASTM A53 and tube sections which to approve all structural substitutions. � O must conform to ASTM A500, Grade 8, anchor bolts and bolts 12) Contractor is to coordinate all diaphragm penetrations (ie, O O ' shall be A307. All structural steel is to be detailed, chitnneys, plumbing sewers, etc.) through floors, roofs and � ,p V fabricated and erected in accordance with ATSC SPECIFICATIONS, �oundation walls with appropriate sub-contractors. General � 1989 and CODE OF STANDARD PRACTICE. Al1 welding to be Contractor is responsible for means, methods, techniques, � 0'� performed by a certified welder and conform with AISC and AWS sequences, procedures, workmanship and job-sita safaty � � G.> - STRUCTURAL wELDING CODE, 1990, all electrodes to be EE-70XX. associated with this project. General Contractor to verify all Grout beneath all base plates and beam bearing plates shall be dimensions and alavatxons with architectural drawinqs. Notify ' non-shrink epoxy with minimum 28 day compressive strength of enginear oY all conflicts or omissione batween various elements 5000 psi. All Trubolt Wedge Anchors and Ramsets to be of the working drawings and the existing conditiona bePore installed according to manufacturers specifications. commencing with that portion of the project. General 5) Metal decking to be 9/16" deep Tensilform 50 or approved equal Contractor to inspect remodel projecta and verify prior usa and � Installation must conform with manufacturers recommended proper disposal of existing materials (i.e. asbeatos, etc.) as specificatxons and details. required by code. 6) Liva loads used for design- 13) All materials exposed to exterior and/or moistura conditions � -Roof-80 psf snow. shall be treated for thesa conditions (ie, chemical treatment, -Floor-40 psf residential. ataininq, painting, etc.) as required by code. -Deck-100 psf. -Wind-25 psf. � _ -Earthquake-Zone 1 UBC. O Q � � � Z � � ;W � Q � =2" �i�.o ��w �' Llj � '- �r � 3'-0"t �,=d' M�N• ���2,� + Q � 0r , /�` YZ'MaX W ° v n ��Z "�X' � (n �J �, 6,� /4," 6" d � W' � GoNr►�-�or� ' � O J ° f�- P�tr+s - C� T � � �i � �►q ' z �2 _ � >' O Q i 'e �, -'!' " L � } ����J �N � ,� p�� G - . a a 6 � `' %g" 3 y,v� 52, - �8�� l`{P►cA1, � � ' ?R�1R�55 pANf.t� y2�� ��1FFNER {�Rt� � -r/Q�cltt, �A. SiD� OF IJFB -� ' . A 4 t � � -� DETAIL D -- , . , - � �,4,,,:0,, S 3 � o� 3 \ 2 � . ._ . ___ „ -- -- - --- � , .- - - - -, - ._ � - � , .-.� _ �-._.. ._ � �____ � _ _ - � - - �- - - -- , - _ ,, � ` - � _ _ ' ' y - , ` � , � _ . ' � - � � � ` ` '� '. ; _ , - Q.,�� ' q,� , _ . � . , . . ' ' � ' , - � � �� O W_ � - � � � � � C��1����L GO�lST�UGTIOI� 1�OT�5: °A Y"". ` � � � , ` ° ' Pi?OP05�D `� LLWr�Y � ( . - S1ME FE � �� � _ , ` �3�DROOM-2 _ SD A� --r---�-- �-�- -- ' -- �� � - I. �4LL WORK IS TO BE GOMPLET�D IN AGGORDA�IGE 9 ,� � � , � , � � � I ` � - j B?�TH � WITH TH� L�TEST �4DOPTED EDITIQNS OF THE ' �V ' � - � ; � " PROP05�D 2�-o°x 6�-0°' _ , � • ' "UNIFORM-BUILDING GODE", "UNIFORM MEGHANIG,4L F,� �'� � ' � '' ' �j�'�RIPY) DOOR TO � � - ; . � , � . �'�ORl��G� BS�OcW STRIR ` 3 , � ..�_ GODE","UN I FORM PLUMB I NC GODE" "Nf�TlON�L D AR 7 _ , , � _ � , GLO. - ELEGTRIG�L GOD� , N,4TION,4L �IRE GOD� �ND A�LL ~ ' • � ` �' r^ T TOWN O� �AIL REGUL�TIONS. ' - - - EXIST1t�IG WINDOW � �K15TING WA�.LS ' , -TO BE REPLAG�D TO BE REMOVED ,--� � 2 DIMENSIONS �RE TO FAGE O� DRYWaLL �T �XISTING , � ' _ WITH FULL LIGHT '- ° � _ ^ _ , DOOR �- , � � = � �.--�" �, i W?�LLS AND TO F�G� OF STUD �T PROPOSED WALLS. � . ' , ' , - y 3�" � ," , -,,,,--��'-' � ' l � � j GL`O. � � v � , , � , . � � ` - ��--'' _ � __k _ ' � , __,� 3 THE GONTR�GTOR SHOUL� VER1�Y �4LL DIMENSIONS. } � � , , _.... ' _ - ,,-s �t---�-- � P ' ; } , ' � LINE OP,PROP05�D. ' , w�,Lt� aeov� � '� 4 ?�LL PROi�OSED NON-8E,�21NG WA�LLS �4RE TO BE 1!� � m " z � " GONSTRUGTED WITH �/8" TYPE "X" DRYW�LL ON � �t`�� � , ' , , dJ .. , . I � BEARING NW1:L ,� � , , � , � ` ` , A-z �ls�� rto-r� rto s) K ITGH�N �,4GH 5 f DE O� 3�i8„ METqL, Oi� 3%2" �I RERES 15Ta 1�� ,� m Q r , L I V'I N G i Z O O M - - I � � T R E A T E D W O O D S T U D S A T I F"oc ��� � ` - { - - • ' - i�ROP05ED � : J , ' ° ' ' � . � � � y f � , � �� STf�IR �R���R TO "GYF'SUM�,gSSOGIATION" ASS�MBLEY NO 00� _ � , � � � . � � . WP �514 �OR !-Hi�. �f R�R�515TIVE GONSTRUGTION) � tq� � �X15TING GHAS� TO LINE OF PROPOSED` � � ; , _ - - - � � , . � DECK � ^ BE REPAIRED TO I � �YWALL WRAPPED ' V 0.V� B�AM ABOVE S ?�T THE �X15TING WALL DE5IGN�T�D TO BEGOME �4 �LI � � _` � � , " ` `. , ` MATGH �HE EXISTING � , , > (5E� 5'1RUGT ) f_ -��- ° � - , GONST. AND'FIRE � EX'('END 1�RYWALL SE,4RING W,4LL i�EMO�E EXISTING DRYW/�LL AND � - ,- � r ° ` t , _ . RATlNG ' ( I wr�,�,P ir�TO cF+�,s� ' INSTALL (2) L,4YERS D� si8" TYPE "X" DRYW�4LL ON � > �- � . , _ ` � y_ � � I TO FAGE OF WALL ` ; EAGH S(DE OF T+�E EX I STI NG 5TUD5 � � - � , ` • ` EXISTING PLU� TO� (R���R TO "GYPSUM ?�SSOGI�TION " ?�SSEMBLEY NO •- , ` � " � , . � ' � 8� RELOGpTED OR Wi�4135 FOR 2-HR FIR�R�5ISYTI�E GQNSTRUGTION�. � � . � . - R�PLRGED N�RIPY,) ' ° - � " � � - ^ � , ' l , , µ , 1 t, , � , � ' +/- ia�-io �, , ' _ . . � GENTERLINE �R�� �� MIN REQ'D. HEADROOM AT 5TAIR (SE� 5�G710N I-a2 ) ���� �� ' , . ° , - -' �, OP BEAM � ' , . - � , � ; r . - _ � • , _ _ � , , � -"- � �,� ,� � � � •��T�Y ����1,,.,. ; ��...0�� ��„_� � �XISTING lNA�LLS TO REMP�IN , . � F . - . , , .�.�.-� . ° � . %4° - � '-p° . ` - � r��.L� EX15T►NG WALLS TO �E REM0I�ED , , � � ,. , • � � " � � . � F NORTH � � PROPOSED 1N�LL5 � �� � � - , { � � Q . , 4 � • " PROPOSED - SD Pi�OPOSED SMOKE D�T�GTORS O � ., . _ 3'-6"x 6'-8" � � t :� - , � 2'-I" �" _ DOOR TO ' MtkTGH EXISTING WALL VERIFY IF THE EXISTING MASTER � � '' ' , � - � �xi5r►NG � To B� R�MOVE� _ BEDROOM �.ND LOWER L��/EL � O � ' ' GENERAL LIVWG SP�GE HA�fE � O ' � _ - � SMOKE D�TEGTORS, 4ND PRO�IDE � , ; � � (2) 2'-6" BY - I MAS R THEM IF THEY DON'T � n, V . • PA55 DOORS TO I Pi�OP05ED s _ __ _`__ _ _�r' ��T ��DROOM-3 -� �- , � - _ ' � MATGH EXISTING � SD 'DN - i 5D DNY _ ' � � ' - VERIFY HEIGHT � ` " � � � PROPOSED -- ' � . ` � ' ' PROPOS�D � _ ��-�OR AREA WOOD GAP , � � � LINE OF ON LOW WALL - , GL05ET w�,L�. B��ow ' TYPIG�L NON-BEARING � >. I � DBL WALL T " � ; W?�LL (SEE NOTE NO 4) � � - m I HIDE BEAM AT � , , � . � FLOOR _- � GLO. �l � . � �� , w ' , j� �� � 'I I I r� PROPOS�D GONGRETE 5LA8 ON � � � m ' ' � "— "—'� STP�IR METAL DEGKING OVER _ � A�Z I ���� •o . v o . 0 o v .T � � r � STEEL GHP.NNEL JOISTS . , . • • � ; — . ' • ` -M�� (SEESTRUGT� o •> o '� , o 'o , o -, , a '> ` DRYWALL WRAPPED • � � ST�EL BEAM BE�OW �'��r ✓F � , PROP05ED A 2 1/ j_ i � EXISTING �2) L?�YERS O� 5/B" 'n'P� �AtP.: _ �J'-4-q8 ' GASEMENT ��� WALL AND "X" DRYWALL ON 3/4" TYPE EGRESS � �'�"����� , _ � WINDOW � DRYWALL ON , �� i t'� SPIRAL ST�IR METAL �URRING FOT� _ PROPOS�D WALL � �' � TO BE R�MOVED 2-HR PIRERESIS7IVE • ' PROP05ED WINDOY'd5 IS TO ALIGN WITH -� � GONSTRUGTION �o vised: DRY WA V� ��� LL ON BEAM ��� VERIPY SIZE, LOGATION �,� AND GONFIGURATION � r` �5�� DRYWALL 50FFIrt � WITFi FI�LD GOND11'IONS RELOGATED � B�DROOM �OR INSTALLPrTION � � ot ' AND THE OWNER . EXiSTING � \ _ , � , WIND0IN , � � OF R�GESSED GAN \ z z - , � PROPOSED L16HT FIXTURES _" � � � � V� FLOOR AREA I'-O " � �� � TYPIG�L NON-BEARING O (� � � W�4LL (SE� NOTE NO 4) ' � O � - O � � r ' o � Sheet Number � , � . i- U1 ��� �� Y �� ����� ��� I �t ���� I � 1� � I � I � � _ ' � . �4�� _ � i_��� ( I/2�� _ ��_0�� � � � � " � ° � NORTH " h � , •, . ' , ° - , - �� ,; ., . � � , t - ` � , y ��,;�' „ t .. , - � - _ � ^-- ^ i-- -- °. _ i- - - . - - ^ - -- -+ , � - -- � - - - ^ ,-a-' , _ � r . -- , _ - - ' - - -- _ - - - - - - - ° - t - _ f � _ , � • , . ' ' , ` _ . i �. , � w ' , � ` ' ' ` _ . J „ , . � PROPOSED . , _ - . % � - • - '��pF O��'�q �;/ ' STEEL BEAM ' ' � � Q' p - � � � _ ' (5EE STRUGT� � � , � � - � _ ° %� � � , - � ”. , ' � DANN M. � , - _ -VERIFY L4G � " � ` ' ' ' . _ FOR HE�D =_ � � '� , ` . - � SWERT � -. " .` � . ` HGT_ I�IDIGATED � � - . ', � � t . ` / % . � ` - � - � . W __ EXfSTING . t , , ' • � ' PROPOS�L� ' � ` ' � ' i � ' � UPPER 1..EV�L _ - ' � � - � �V � TOP O�°GDNG, '� UPPER LE�/EL - - ' � /�r NS � TOPPI NG . � 3'-O" 3'-q" 3'-4" ' - p ARG TOPQF GONG � ` � ---=---- ------------------�--------,--- � � ' � r ELEV= 8'-103�4" � � LANDING AND - ' , TOPPING ` � � � L�NDING , -----_--___/��- _----.___._,.�__ _ __--_�� ' ,' �,f� �� � _ . - . . . ��j,' / - LANDING � 5T?�IR SUPPORT , ELE� - 8 -3 2 � � , . ; � , � . , _ ` ` � � � ;�� . �-=i - ' , � % %� 3"x 3" LANDlNG � _ � � ' ° � - -- � - - � , - � ; � / � 5U�'PORT ANGLE � ` (2) LAYERS OF �--�-- � � � �X15TENCy W�LL � ' . EXP �NGHORED ' � ' " �/a`� TYPE "X" . _ . r ' AN17 FLOOR ' % ,� , TO EXISTING � ` ' ' � DRYW�4LL ON , 3,_�„ . ' ��_E�� � ` a ` r ' ,,i ;' GONGR�TE 1N�LL � � " g�4u METAL , � _ . - � Q� - � � ' ' �URRING FOR _ � i (�) EQ LANDING , � ' , , . ' (2)�L,�YERS OF �/8 � �� � , � 2-HR �IRE- � � , TR�ADS - : - - _ ," T13PE "X" DRYWALL ,� � � W LAND NG PL?�TE � ��� � � . R�515T1�/� � - _ � ON i4" METAL FURRING ` , � �" � r O r F ' , ` ` GONST � � - �OR 2-HR. FIRERE5I5TI�E , O - /;. / � � —j m � ' _ " _ .� GON-�,.z'T. " > , / i � ' ' 5/8" TYPE „X�� (V Q� , � , � ' ` DRYY�LL SO�IT z , _ , � � } . / I I m � % DRYWALL GLUED (� x�� , . - � ' � - , � ' STAiR STRINGER / ,� I� „-� ,� TD BOTTON O� �O ; , - - , _ / � . SUPPORT _ � I I � '�` LANDING � ` O�O r - , � � ' � o.. t' , . , . . , % - , �j � � - � ,' � ,' ` " � � 5T�IR SUPPORT ' ' }- =1� , / - ; _ ` ' � � P� � i - r � _ w _ � 2o LAY�RS 5i° , I I ! PROP05ED DOOR V } ,� � � �/ERIFY HEIGHT a , . _ � � a � � � � � � ' DI�YINALL ON � �I ' , j� _, - � � r � � � -�sj � J MET1�L FURRIN6 � I I '�, � , . � • � � i i� � C'S � � � � i r � � � ENTRY LEVEL � � � � _ ' m w I I � i f a - , � ' TOP OF GONG. , , _ STAIR°SUPPORT � � i , FNTRY LE�/EL ; .� ' ' � � TOPPiI�G � � � . � i , f ° � fl05T lN WALL I I I I , � TOP OF GONG � BEYOND . - ' TOPPING , , - -----------_-�_------------- , � � ' � r � , � ELE�/.- O'-D" , ', '/ /��/� ! .� / / /! / � . �2� L�YERS �ie�� ' �� �:� i ���,�i� ��.��%�/� ;'�i %�� ,%� :���,% /�'�, ,�' ��--------ELEV_--o�_��� y � f' < � DRYW�4LL ON .�J- '�� � � ��� I I �� � � . - �. (� � I � ��GT I Q I � � 2x4 TR�ATED " � , , I 57UD5 � - � �2i� _ ��_O�� /2�� �i_0�� e � ' , ' , � ' , • ' ` " , - V � , ' , , _ ' ` , - ' ° , , WDOD GAP ' � O _ - AND TRIM � Q , . WALL MOUNT�D � � a . , � � � � 2X6 RAILINGIWITH ` � } . - ' SHIM DEGKING A5 � � r . ENDS RETURNED ` REQ'D FOR FLOOR � , � ' � - TO THE W?�LL , � , ELEV_ lNDIGATED � � O � ti i �� � �� �} �� „ - t(� O /2 ST�EL' PL��.TE / E -6 3 -3, �( ~ PROPOSED v � � � LANDING - � STEEL BE�4M - �� �--- (�/ � � � , , = LANDING �T� ' � �� I �� , I ' � � " � � EXISTING � � " O `9 �Z �S�E STRUGT� ' { : 1� � UPPER LE`�/EL � � ff� �J � J-1-�1 , � � TOP O� GONG, � ` ' � _ wd PROP05ED �. S T� I i� (S T O �3� G O N G i��T� �I L L�D M�T�L � � --1 � TOPPING--=----------------- ' W (`I }[� - UPP�R LE�EL — : ` ' E�EY.= 8'-103i4" � � _ � ry TOP O� GONG. �'�N Y�IITH 57��L �''L�T� STi�INC��i�� �ND � � , �, � ��. `-_` -----^- TOPPING ---- ---- , �2�� ST��L �L�T� �T U�'i��iZ MOST L��lDI�1G. � �' , - , � I' �- � �� � I" ELEV = 8�,�,2�� � � � � � � , - . ' = m _' �' 2. i�i�D�l l I�� � �� _O�� GL�,�fiZ ��T1N��1�1 ST��L, `� � � � � � 5�EL�G A���L �l-,�T� ST�I NG�fi�s. , / ' , ' ► � �ois-rs , - � EXISTING WALL ' � ► � + ; (SEE STRUGT� - �. ST�IiZ M�NU��GTU�''�i� IS TO I��SIC�N ,4ND , � , � � , _ - � • �ND FLOOR � i � r i i ; ' _ � � �N �, i � � ' �� � j 52) Lf�YERS, oF - �'�O�11 D� ,�LL STr� li� SU�='i�DiZT fi�OST�, �c�C7L�S _ _ � L DiNG �ND i i � �8 TYPE x ��(D �GH�N�I�LS. DGte: �✓ 4 q8 � , , ,� _ � STAIR SUPPORT � � i � � '� i i ' DRYWALL ON � � � , ' i i i � � 3/a" MET/�L � � � � ' � � � - \ � �URRING FOR 4. i�ROV I D� S�Ofi� DfiZ}�V�l I NGS O� ST,� I fiz �Oi� Revised: PROPOSED DC�OR � � � ' \ f i ' 2-HR. �IRE- - � ' V�R I F Y H�I G H T � i � i i R E 5 1 5 T I V E � ������/�( � , i � � -� � i GONST , . STAIR SUPPORT � � � i � i � lx WOOD ' ' , , P05T IN W�.LL � � � � � � i SKIRT BOARD rJ' . GC�ORD I�i�T� ST� I fi� SU�='fi-'Oi�T l�l(T�f TH� � SEYOND f � � 4 , � � � STfiZUGTU�L �NG I N���. , , ' - -� / 1 i � j� i i 3"x 3" LAND�NG � � � i i i- , i � - SUPPORT A�NGLE � . � ENTRY LEVEL ` � _ � ' ,� � ' � � ' EXP. aNGHORED � 5hee� Number � ' TOP O� GO�IG. ' � i � i � . i � TO E�ISTING ` , �- TOPP f NG ' � i � l � � � GONGR�TE WALL ` - ---------------------------- � i i i � / , . ELEV.= O'-O" ' i / / �� �� � . ,, / , - .�� ` � .� �� � / / f / / % , ' i I i �� �'� / � / f ,�'� i — , � � ��� I � ���/� Io� . � J ,,z�� _ � �_��� . � � . . . , , , � - . � _ _ , � - _ \. � . . ` i � ,