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HomeMy WebLinkAboutB14-0071 plans approved DESIGN CRITERIA REEMAN - RANDALL LANDSCAPE JOB #130g- Og � Stair Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 QO psf Wind { 3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph { Exp . B ) ,. ,, - EXEMPT T � � �' ; �~ � Seismic Design Categary - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � x ���� � • • 2Q12 ( E } GANTILEVERED ��:_����� a�� '��� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6x10 BEAM � y4,> 3 „ 3„ �3�4t� � F,, �t. � ,�.3 �fi �.�,�� , IBC/IRC Edition ` { E) 6x1C7 BERM ``' .�'� ��.�� ��'`�� '# c.� ��•" ' � � SPECIAL INSPECTIONS: � '� � � � L4x4x3/s x 0' - 5Y2 = � � �� - �� : W/{ 2} - 3I4"�b THRU - B4LTS � shall be rovided accordin to S�ctian 1704. 1 and the statement of special t �= � � TO N CROSS- BEAM ANQ � - � � � � ^" � � v � � � � � � � �� �� a. Speciaf Inspectians p � � 4• Y ft <- ' tians as re uired b the Town of Vail . ' Y � ` ` � � — �^ � A '������������� rnspec q y �' �� �'�� �� . I I ( 4) ( 3/�' �x4" LAGS TO ( E) ( E) 6x10 SHOULDER BEAM � � � �j - - � � � A '����'� ��_�` b . The structural engineer does not provide special inspec�tions. Periodic observations af � � SHOULDER BEAM - he structural en ineer are nat ta be considered special inspections, 3 M � � � � � � � constructionby t g I I �.._. __ __ __ __ � ___. _--- _.�_ __ _ _ ___ _ __ ___ __�_ _._. .�.__ ___ ___ ---_ .__ ____ FOUNDATION DESlGN : � � � � � � � o � /a3 J� 4 a . Foundation design is based on a maximum allowable bearing pressure .of 2000 psf ( dead load � ( plus full live foad ) , based on the ariginal soi{ s report far the construction of the residence. � ��l _ .� � � � � � ,ti AP � __ AT ENQ CONDITIONS b . Retaining walls have been designed using a lateral pressure of 50 pcf. � � � � � � � � � M TM � � �v v WjGANTILEVER BEAMS , USE � p" c � r��. c. Footin s shall be laced on the natural undisturbed sail , or campacted struckura! fill per th � � REM4VE ( E) 6x6 P4ST A �1D BEhlT �. EACH SIDE , Ya-" x5Y2" x „ �' � `�' 9 P I CUT ( E) BEAMS BACK FOR ( N } W/( 6 ) - 3/a " � TNRU BOLTS EAC� � Q � � �, recommendations of the geotechnical enginear, belaw frost depth . d . This foundati�n has been designed according ta the design recommendations set forth in _ __ __._ �. ___ _. 6x10 CROSS-- BEAM LEG ( 24 TQTAL) �j � �t- � geotechnical report V- 9095G by Richards Engineering . Th � contractor shall faiCow the �` ' � ` ,�_ �Y � Z "' construction requirements from this same report. � �y � � �� � � � � t"ons of the eotechnical en ine�r. � ��� � � ��, I � o r. e. Provide continuaus foundation drains per the recammenda i g 9 ., t� � �� f. Since Richards Engineering no long �r axists, a representative of a local geotechnical engineer � shall verify soils conditions and types during excavation � Report any discrepancies from _ _ �' �� �� �LE: 3f4r> _ � � - Q " � .�' � � origina! findings ta structural engineer for re- evaluation of foundation design . � � g . Backfill around and above retaining walls shal ( be campaction - tested per the recommendations I I ( E} WALL ANQ FLOOR � of tl� e geotechnical engineer. � ► � FRAMING J 1 � ,� h . Verify type af fill with soils engineer and structuraf engineer priar to backfiiling . ( N ) 6x10 CROSS- BEAM WI / � � Z �' CQNN . AS iN SECT. 5fS1 � � ADD 2 " TQ TOP RISER SO REINFORCED CONCRETE: O � � � CONCRETE LANDING � � � a . Concrete design is based an the " Building Code Requirements for Reinforced Concrete" { ACI � ; MATCHES EI�EVATIdN OF ( E) `� � � DRIVEWAY S�AB W/0 STONE j� � X Q 3 1 8) as a dop te d b y C h a p t e r 1 9 o f t h e 2 0 0 9 I B C . b . Structuraf concrete sh � ll have � minimum 28- day compressive strengfih ofi 3000 psi , � m � rete shall be ro ortianed usin T e I - 1 ! sulfate- resisfiant cement. Adrnixtures containing (E) DRIVEWAY SLAB �„ c . C o n c p p 9 Y P SEE PLAN FOR STAIR � � � } c h l a r i d e s a l t s s h a l l not be used. d . Cold weather cancreting procedures shall be pravided as recommended in the ACI Manua l o f RISE AND RUN TYP . Concrete Practice. 7 �. _. � � ..._ ._.... _ e. Expansion boits and epoxy anchors shall be locat �d at a minimum of 6 bolt diamet�rs from SCALE: �!4" _ � ' - 0" concrete edge and spaced at a minimum af 1C? bolt diameters unless nated atherwise , �� � a f. Concrete eaverage far reinforcing steel : #4' s @ 12" EA . WAY ° — --� — — — — — — � "' 4 � tz'' 1 . Goncrete cast �agdin �t and permanently exposed to earth . 3 " � �� � � _ � t� � � � � 2. Cancrete exposed to earth ar weather: , � � a °� � � �o. � f���� �,�� � ,�`�r��i�� A. #5 bar and smaller � r � f2�> �#3 CONT. IN EA . s�' � � � 1t B . #6 through #� 8 bar � NOSING �--� ---�-� -� �' ,�'` ( �� 9 a d e � �h#� +� �. �a� � � 3 . Cancrete not expased to weatl� er or in contact with ground : � .�''�� A . Slabs, walls, joists ( #11 bar and smaller) 3f4" � a � „ � � /` � DWL, ( N } CONC. WALLS TO � + � _ .__—� � ./ . x » �� �-���� � �° ��� B, Beams, co{ umns � � f 2 1 '• 23 '> i a � �''� I "'� EPDXI D #NTO �� '� �x424 ( E) 6x10 BEAM Y4 f4 ( E ) 6x10 BEAM RElNFORCING STEEL: � ���� � � Q o U � � ( � �� HOLES C�7 12" O. C . AND ( 2� a, Detailing , fabricatian and p { acement of reinfarcing steel shall b � in accordance with the ACI " �- � ° � ,,.� DW�S. 1N FTG. , TYP . � .� �, 1 � ,,,, , f Manual of Concrete Practice. — — — — — -- —�— — -- -_ — — — — — — — — b . Except where atherwise noted on the drawings , reinforcing bars shal ( canform to ASTM �� � � � a i � / f � 60 exce t ti�s field bent bars where ermitted by nate ;.� � � �- _ � � �, Q . � + , �� Specification A615 and shall be grade p , P _ 4 �r,G � ! , ' A on plan , or bars to be welded , which shafl be grade 4Q. � - - � ° ° c . At splices, lap bars 44 diameters. Do not weld or use mechanicai splicing devices unless � .� .- - - -- -- — ^ — __ � _.. � � � __ � a � � ___ � a . I EDGE 4F ( E) FOUNDATION WALL s� ecitically approved by engineer, ° �r. ° t t ° � ;° x ���" € 1 �_�� � , ��, � � I d . At carners, make horizontal bars continuous c�r pravid� cornar bars. Araund op �nings and � " � ' `' `� � � ° � � F , �`�� c� ' � � /+�+�, � steps in cancrete, provide � { 2} - �5 bars extendir� g 2' - 6 " beyond edge af opening ar step . > �� � � ��� � � �� �� �� �� � �� � �° `��"� p : ��� �� , [ ) e r. � � ' �`�`� '�� �` � � ' ���A�A\��V� � � �, ( � � �'�� � '*►w+/ Extend reinfarcin st�el a minimum of 2 - 6 thrcaugh cold joints. Unless specifica{ ly located � L4x4x�/� x " 0 - 5Y2 ` < ° . � � � � � � � ��; � f r ,�� '� ' e. g � " � � �� � �,,�4 an lan or details, coordinate cald joint locations with engineer. Wj( 2) - 3/4 � THRU - BOLTS ; � � , � v � � , .- ' ,. ` � � E � � _ P REMOVE ( E) 6x6 POST AND EACH LEG ( 8 TOTAL) � �4 f. Epaxy c� dhesive for reinfiarcing dowels shall be " Hilti" or " Simpsan " or appraved equivalenfi � µ q o m m � a s� s ry , � i � � adhesive systems . Minimum embedments, if not spec�fieafly indicated on the drawmgs, shall CUT ( E) BEAMS BACK FQR { N ) � : . , � , - � ' ufacturer' s s ecifications. 6x10 CROSS- BEAM ('"�; e� man `` �� ` `` � . ��. . �. .�� ���-,� � ' � 12" 4 ONCRETE PIER � � ^ �. be according to th p Metric bar size conversion toble: `�� � . � �°` . "��"�°. � � � I ( N } C g METRIG �10 #13 �16 �19 �22 �25 �29 �32 �36 / � � _ � � INCH - POUND #3 #4 �5 #6 �7 #�8 �#9 . �1 a �11 ( P� � SGALE : 3/4�i = 1 ' - Q" � � �n� (� STONE /BRfCK VENEER : � w S� 4" FORM VOID BELOW � � � a. Anchored stone ar brick veneer and its attachments shall conform t4 IBC Section 1405. 6 with FOOTING BTWN . PIEFZS, � a wire tie to the structura { backing fior every 2 square fieet of veneer. TYP . � Stane ar brick veneer shall be su �parted on dry- stpck CMU units to the foundation , or 4 SCA�E: �l4" = 1 ' - 4" � n b . pravide steel angle siappart ( cantact engineer for details) . S1 � � � � � � � � � � GENERAL REQUIREMENTS: ^ � � � � � � � rection and bracin : The structural draw 'rngs illustrate the completed structure ( N ) 6x6 POST �'`� .� a . Structural e 9 a_�_°--�L---�y� _ � witf� all e( �ments in their final positions, properly supparted and braced . The contractor, in � � � ,� � � the ro er se uence, shali provide sharing and bracing as may be required during construction � �� `�� - d �� � }� � p q 3�$" x3" x1 ' - 0 KNIFE �, J 1 �} to achieve the final completed structure. Cor�tact structurqi engineer for consultatian �not in ( E) BOULDERS T4 REMAIN , yyf � 2) _ �4,� � „ w � �, , � POUR ( N ) CONCRETE WALL THRU - BOLTS, yz,> x � �4 � � � �`J ,� contract) as required . �� . b . Constructian practices: General contractor is responsible for means , methods , techniques , AGAINST FACE �yp , c� � encas and rocedures for canstruction of this project. Notify structural engineer of 5Y2t' x5Yz" BRG . R W/ �.�. � � sequ p STAlR SLAB , 5EE � ¢ ornissions or conflicts betwean the working dre� wings and existing conditions, Coardinate { 2) - �/$"' � x4" EPDXY ' °- � � � c� SECT. 4/S1 /,��ji ANCHORS c.� � ��.. � t re uirements for mechanicalfelectrical /plumbing penetrations through structurai elements with ,�� �i _ ° �t � structural engineer. Jobsite safety is the sole responsibility of the contractbr. AI ! methads SLOPES _ "�°`� __ /�/��`'%'/��\f � �' � / /,� // /j� /�f% r� �� t!) `� � �` used far construction shall be in accordance with the latest editions of the IBG/IRC . T. t?. W. Qetails nat s ecificall shown on the drawings shall be constructed in a manner sir-niiar ta the - � 112' - 3 � �� \�`�j\��j\�j\� 112' - 3 r� � /��'/ r`' � � q� c. P Y � � .I, C� a ���'�'``������� T. 0 . W. (�`�� __ r i i i _ .�',�/;��/,r\ :.�� � � :�-... I details that are shown for like condifiions. These items shalf be brought to the attention of T. O. W. � 44 ° ���1f � �' � /��/fl��/���..���,,�� � �-�� _.- saon as ossib { e for a rov�l , Approval shall be obtc�insd prior ta � � the structural engineer as p pP � � I ( � pt���, . c > — # � ' c � — # ��'�����: yz,r � � � .� ° insta 1 2 5' s CONT. HORIZ. � er roafin and flashin ' is the res onsibility af the architect and contractor. � � 2 5' s CONT. HORlZ . � � ��i�,,�`i�r��ir � ..� �--� "�' d. AI1 wat p 9 9 P � � TC}P & BOT. � TOP 8c BOT. ���/j��fj���`/j� � � � �. � e. It is the responsibility of the contractar to contact the structural engineer at the appropriate � � - - - - - - - �-- - - - ° ` — I � tirne to erform site observation visits. Qbservation visits to the jabsite by the �ngir� eer are � ���j�� � � .�`�f% P Q �-- � ( 1 ) - #5 CQNT. HORIZ. AT � �� a conformance with the constructian documents and shall not be LOPES ¢ ( 1 ) - �5 CONT. HORIZ . AT �' � � "� � f o r d e t e r m � n a t i o n �f g e n e r I S > I construed as ins pectian . T. Q. L. _ � � w � M I D- H T. a #5 D W L S x M I D - H T. � �5 D W L S x � f. Thou h every effort is made to provi de a comp le te an d c lear se t o f c o n s t r u c t i o n d o c u m e n t s , � �'ti � - d � � � " � �y„ � � - � � �' " � p ° � � � `� � � i f 1��;� � .�� ��a \ �\ t\ y`` discrepancies or omissions may accur. Re lease a f t hese dra wi n g s a n t i c i p a t e s c o a p e r a t i a n a n d ti�����f�'�,�' `�r�i�i�i�f " a � � � I Y2 E X P . M A T E R I A L Y2" E X P . M A 7 E R I A L b r f�i�r,; ,���%�� �/ p `\ � � i'�\✓`�/ i�\/\/%�, /,� � �» �'e � � _e:-_ � (\ { \ � con tinu e d c o m m u n i c a t i a n b e t w e e n t h e c o n t r p c t o r, a r c h i t e c t a n d e n g i n e e r t a p r 4 v i d e t h e b e s t � ��''f i��l,�i ��! U N C O M P A C T E D ``'i�``` %'�f��r��r � `�� " " , r� � � d e s i g r i e d b y possible structure. These drawings have baen prepared for th � use of a qualified cantractor � ��✓,��`,}�,�,� � ��r �,,� , ��� ti ��i P E R I M E T E R D R I N � SLOPES ° �f�`ffU� GRANULAR FILL � ° %�ri��',%''i � � . ° KRM experienced in the construction techniques and systems depicted . ���'`�'�� � � I : o � > � e. �° � r �i, Existin structures; Contractor shall be responsible for verifying dimensians, elevatians, T. Q. F. '�� �i, SELQW STAIR SLAB %!i� ' � ° ° � rQWn � �! 9 9 �� ' 1 Q9 -3 109 -3 framin , foundatian and anything else that may affect the wark shawn an the drawings. � T. O. F. o��' � �, �; ; :`� � PERIMETER DRAIN checked by T� N g T. O. F. ��, - � . . 4__ Under inrtin , shorir� c�nd bracing of existing structures shall be the responsibility of the d•� � � °� , o-'��- 00 ����� I 5 S U 2 d �� p 9 9 0 contractor. \ :o%r r� � r rr i �r' �; � ,,� � �� � A , � .�,,��, ,�� ��� , � ..` ^- �°�'.,� `i��f ( 2 ) - #5' s C�fVT. IN FTG. `�`'�``i �``~---- ( 2} - #5s CONT. ! N FTG. ```,�...� � � � _ _ _� _ _ 4„ FORM VOIQ BELOW � `'�`� � �,�,, � PRELIM C} 1 16 /14 � •, 8„ „ � „ 8„ " FOOTING BTWN . PIERS, t�.� � .� . .�. c.�'.� I ° � - ' { 2) - #� Qw�s. X � „ � _ , �YP . � - PERMIT a3 /� 3 /14 > " „ 4» FORM VOfD BEL4W � , „ " " � 6 8 6 8 �OOT�ING B WN . �PI RS, `�" EXTENDED 3' - 0 INTO � FOOTING BTWN . PIERS, „ , �---� � � FTG f WALL AB�VE � ( 12" � x 2' - 0 CONC. 1 - 8 TYP , 12 � x 2 - 0 C(?NC . � �� ' - 8 ' TYP . PIER BEYaND PIER BEYOND (� � Y4}= ��/2„ � �4�> BRG SADDLE. Ya " SIDE R.' s � W/( 2) - �/4"� TNRU - BOLTS, 106 ' - 7 ��__1_0__6�' - 7 � Y2>, x5Y2„ x0' - 1Q BRG . �, c, T. Q. F. -Y T, p. F, -- �— T .�---' � ' �� �- -� � � _ J ��. � � �; � �p - �. _ � � _ _ � � _ � �. _ _ � . . ,. � V.� � . � » ..�. � � � u �.� �,.Z.. ...�� � � � N ( 2) - #5 DWLS. x � ( 2 } - �5 DWLS . x � ¢ � � SEE SCHED . FOR EXTENDED 3 - 0 INTC1 EXTENDED 3 - � INTQ - � � FOOTING REINF. FTG f WALL ABOVE FTG/WALL ABaVE � h �� t �, r� � - 5EE SCHED . FOR SEE SCHED . FOR ( N ) 6x10 = - - 3/�" "� FOOTING REINF. FOOTING REfNF. CRQSS- SEAM � EQ. EQ. EQ. EQ . EQ. 4' - 4" � PIERS EQ. � •- SCNED . LENGTH SCHED . WIDTN SCHED . WIDTH L (N } 6x6 POST 2,> 2 „ Y4" POST SIDE �j'' s W/( �) - %4" � THRU - BOLTS ' „ , ,a _ > „ 2 SCALE : 3/ " = 1 ' - 0" � SCALE; s ,� _ � ' - p„ g SCA�E: 3/4» = 1 ' �. p � SCALE. 3/� - 1 - 0 4 14 `� 51 51 S� �� � a � �� � o � - o � � � � � . hh{'� ♦ ��A\y � Y. lt+ ?� { /" /' -'�'� , " `�„' t,�``f^ ' T�,�.�'� �i�'�m°�'� � � l/ ( � � � ,,• � °���„ ���95 ���� � � �) � n � ,�� ��� � �„ � „ , c�f.,� ° � � � ��� ��� r �� ` �t ��'������������ '"��/�lf���. 03f03f14 ,- - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ — — — — _ � _ _ _ — -- ____ � � � � � ..� � � � _ — —��� ��� --_ �_ _ �_ — --� � � � _ _ � _ - - - - - - - - P _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ . ._ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ � � h r' � � ' � _ � � � � � — — — � � � v � � _._._ A � .� � _____ � � � � �.._._ � ( ' � � � � � � � ( � •— � � I c.A � � ) � , I � � � U �T .� � E �i, � � � I � I r � � � � o � ` � ( ) ' I I � ( � � � � � � � I � .� I � I ( �. _...� � II � .�, � I � I i z � zQ I I � I � <C •� a. � I I � I 1 � � � 1 I � I I � � I ! � I ! � �� I I E I I O � a� � 4 I I � � _ h �°°n � �r � � 1� __._ � � � � _____ � � � � � � � ____ ____ — � � .� � � — � � ____. ____ ____ ___._ ____ � � .� M ____ � .� � � � J �- - -� 1 � �_ ._ _ _ __ _ _ _ _ . --�� 1�1� .� xa � � � � I � — ^�_� — — — — _..`._ __.__ ____. � � � .r ____ � _._. ___._ � � � � � __._ � � _____ � .� �. �� �. � ' � ^ —' I � � °m v � I I I � � � � I � .� a c � i � � I � f � � �n c� > i � � � � I � , , , I 1 � , ' ( i f i ' i E � � � � � � i i � � � � � If � { ( ( ( � 57AIR = � ENTRY DOOR �� � I � � � / � I � I � � I � � I � � I ( � T. O . W. = 109 ' - 9 ( E} � I �� � � � I � IE � I I � � � � ..� — —� .__ � _. _ _ .� — � _.._ � � � ._.._ — __ � . w .� ____ � _._ ____ ____ _._ __._ ____. � ____ ___.. ____. � � � � ��� i I �. _ _ _ _ _ _ _ _ _ _ _ _ � � � � - - - - - - - - - - — _ _ _ _ _ _ _ _ 4 _ _._ _ _ _ _.. _ .� ._ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _._I � _ _ _ _ _ _ _ — - - - - _ � _ _ _ _ _ � _ _ - - -�- _ _ _ _ _ _ _ _ _ _ _ _ _ � � _ _ � = T � .� � � � �-�_—T —� — _ _ _ _ _ _ ._._ _ _ _ _ _ _ _ _ . .� _ � �. _ _ � _ _ _ _ _ _ �.T�_ � � m ____ � ____ � � �.�r----- — ____. � ____ ____ ____ , ____ � __._ _____. ___.. � ^. ____ � ____ ____ ____ _____ ____ _____ ____ o.__. . .� i � / / 11 ' - 73fq." I 109 ' - 9 I ���} / ( T. C?. 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