Loading...
HomeMy WebLinkAboutB14-0071 REV1 Plans Approved DESIGN �RITERIA : REEMAN - RANQA�L LANDSCAPE J�B �1308- 08 � Stair Live �oad - - - - - - - - - - - - - - � _ _ _ .�. _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ 100 psf � � • •°. u x� rr � Wind ( 3 Secand Gust} _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 90 mph ( Exp . 8 ) � �`� � � � f4 BRG SADdLE: y4,> SIDE R' s � � Seismic Desi n Cate or EXEMPT � W 2 - 314" � THRU - BOLTS , E CANTILEVERED � „ }, yy �� „ Ni . ,� �', � 9 9 Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .m. _ - - - - - - - - - - /{ ) � ) IBC IRG Edition _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2012 �a- ,> ,• > 6x10 BEAM y4 3 3 ,fq. , � � ��, �. 1� �° �' / .`T _ Y2 x5Y2 x0 - 10 BRG . I� ( E) 6x1Q BEAM , , , , ; .. , SPECIAL iNSPECTIONS : �; � � � ` �! . � � / '��. \ �. a . Special Inspections shal ! be provided according to Section 1704. 1 and the statement of special �- i `�, '� .._'v _ _. ...__ _..._. _....... -- -. .. ...�. ._._ . .._.._ __..... _...__. __�.... _....._ . ..f ....._. ._.... .__.. _.__. .._. _... ...._. _.._..._ inspections as required by the Town of Vail . �._.. _.__ _ + J b . The struetural engineer does not provide special insp �cfions. Perie�dic observptions of - y - � � � ;.� � � � �`� _ � � � construction by th � structural engin �er are not to be considered special insp � etions. { N ) 6x1 Q =_ _ = � — - � � „ - � � � � � ;'� � � � � CROSS - DEAM �s �. .. . _ .. . . % � . . _. FOU �iDATION DESIGN : � 2„ 2 „ � r � a . Fgundation design is bpsed or� � maxirrfum allawable bearing pressure of 2Q00 psf ( dead load � N ) � x� �' ��� �� - � �--"•�, Y4„ POST SIDE �,' s p ( us fuN liv� load }, based an the original soiis report for the construcfiian af the residence. �..�� Wj( 2 } - �!4" b TNRU - BOLTS -AT END CONDITIONS b . Retair� ing walls have been designed using a later�l pr�ssure ofi 50 pcf, WjCANTiLEVER E�EAMS, USE � p" � .- � c. �ootings shc�ll be piaced on the natural undisturbed soil , ar campacted structural fill per the REMOVE { E ) 6x6 POST AND BENT � EACM 51DE, ya " xSYz" x „ :, � ,�.� �' � `�-' recommendatians of th � eotechnical en �neer, belc�w frost de th . CUT E BEAMS BACK F�R N �IlG � - 3/4" � THRU BOL�'S EACH� 10 „,� ��� ��,�°��;� �v� �' I 9 9 � � 8 SCALE: sj�,> � � ' _ p,> � } { ) LEG 24 TOTAL �����''���� �;���`"� � � � d . This four� datic�r� has been designed acc�rding to t� e de� ign recommendations set forth in 6x10 CRQSS- BEAM � ) # �,� , �^` U � eot��hnical re ort V- � C}95G b E2ichards En ineering . The cc�ntractor shall fiollow the � 51 ,��.���� ��'�� � � � c�' .--,. 9 P Y 9 � . rt� �,�� � F - `� � � construction requirements from this same repor�.. � � � e. Pravide continuous fnundation dreains per the recornmendations of the geotechnical engineer. JL4x4-x3�� x Q' - 5 Y z — �� � ��,� � � � rn f. 5 i n c e R i c h a r d s E n g i n e e r i n g n o l o n g e r e x i s t s, c� r e pr e s e n t at iv� of a lac a( ge�stechnical en gineer , W 2 - l a." � T H ft U - B O L T S 6 � " ' '> �'��`'� �'�� � ''��'_ � � � � ,/'� ) SCALE. /� = 1 - 0 ��'� ���� '"� �C �� c�i � sha11 verify soifs condikions and types during excavation , R �port any discrepancies fram ' TO (N ) CROSS- BEAM AND ��`�'��(� ����" . � original findings to structurc� l engineer far re-- evaluation of foundatian design . E � 3 �> x= E 6x1Q SHOULQER BEAM �� ��" �- g . Backfill arour� d and abcave retaining walls s�hall be compaction - tested per the recommendations � ( 4) - /4 �fix4 �AGS TO { E ) � � J q� of the geotechnicai er� gineer. f � SNQULDER BEAM 06I1112014 � � h . Verify type of fill with sc�ils engine �r and structural engineer priar to backfi( ling . � E � ff, REINFDRCEi� CONCRETE: � I ADD 2" TO TOP RISER SC1 t� q� a� ( GONCRETE l..ANDING U _ 1,�,,, u-� _ _ _ }''q c� x � � r F 1J MATCHES ELEVATfON 0�` E ,- a . Cancrete design is based c�n the � uilding Code Requirements fior Reinforced Concrete ( ACI ; -- ._ � --, 4 ,: - , _._ . __ -�- -.= _=_ -- ..._.... ._...._ --,-- -_..._. _. .._ _._... _..__ ._.__. .__ __._.. �..._. ...._.. ...__. .._._ .....__ � ) �. �. �, ' . _ . . . . . _ . . _.__ . _._.� _. __ . _..._ .� _. .__.. _._�. . __ . .._ _.. _ .___ ._.,. _. __ .___. ___.� DRfVEWAY SLAB Wf0 STC}NE � x 318) as adopted by Chapter 19 af the 2009 IBC . -,-, o b . �tructural concrete shall have a minimum 28- day compressive strength of 3000 psi . ' c� � � c, Cor� crete shall be proportioned using Type 1 - II sulfate- resistant cement. Admixtures containing ' ( E) DRIVEWAY SLAB � � � chloride salts shall not be used. — ° I_.._._�_.. __._.. ... . .. ..:.._ _....._ _._�. .._.. _ _...._. S�E PLAN FQR STAIR -� o {c d . Cold weather concretin g procedures shall b � prflvided as recommended in the ACI Manual of � e _ LL . ' RISE AND RUfV TYP . � as > Concrete Practice. ��� � � � � -��_ �3j � � ��, # ____ __.. ._._ _ . . __ _ _. w e . Expansion balts and epoxy anchors shal { �ae located afi a minimum of 6 balt diameters from „ , , . ; : eoncrefie ed � e and spaced at a minimum of 1t� bolt diameters unless noted Qtherwise. ------____ �� #4' s C� 12 " EA . WAY o ,- _ _. ._ _ .W . .__ ._. � ^ � � .� ��,--- f. Concrete coverage for reinfiarcing ste�l : � - -- -j n._ _._ ' � � ���� 1 . Concrete cast a airrst and ermanentl ex osed to earth : 3 � 1__._... __a_ � =�� ��� 9 P Y P � � E WA�L AND FLflOR � °��h������;� 2 . Conerete ex as�d to earth or weather: ` { ) � ..� � _ fl . --_ � � .%ti ��f�`i r � » I f FRAMlNG � I .,, ��i��r��, A. #5 b �ar and small �r 1 1 f2 �3 GQh1T. It� EA . ,__.. ___ _� ._._. � r ,,�'" B . �6 thrc�ugl� �18 bar 2 " ( N } 6x10 CROSS- BEAM WI f � NOSING ; _..______�. _.?�._,! � ( ��� 3 . Concrete not exposed tc� weather or in contact with ground : CQNN . AS fN SECT� 5jS1 ; � �' � ° � � � � o�' s'''� A . Siabs, walls, jaists { #11 bar and smaller} 3 /4" ' � , - - ' _ ,,�'' I — DWL. ( N � �{�NC . WALLS TO B . Beams, columns 1 1 j2" � .__ �_.__.. .n_ _��. ;' � � ,/ I „ , ,> [�`; � d ( �) �/ �� � w�s. � z�->, � SCALE: f�. = 1 - 0 j � .�''' I '"� EPDXIED INT4 �/�.,, � x4�" REiNFORClNG STEE�: - � � `` � � ,�,'° S1 % ____.._____»_T �` .N1 � o ,, � �,r 1 H �LES @ 12 " t�. C . Af� C� ( 2) ���� a . Detailing, fc�bricatian and placement of reinforcing st�el shall be in accordance with the ACi � �,' ° __ � �.'�- DWLS, IN FTG . , TYP . . � � � ` /r � Manual of Cc�ncrete Practice. � ;._ .._......______�_._...� � =� r - b . E x c e p t w h e r e o t h �r w i s e n o i:e d o n t h e d r a w i n g s, r e i n f o r e i n g b a r s s h a l i c a n f o r m t o A S T M „ � ,> ,` l � ,; �. � __ _... J;_.; �' } �, , .?'h _ ( 2} - �5 x 2 ' - 6 G R 4 C} Specificc� tion A615 ar� d shall be grade 60 exc�pt tiss, field b �nt bc�rs wher� p �rmitted by note � �4 2 �4 r ,, i'�� BARS WELDEfl TO CAP an plan , or bars to be welded , which shal ! be grade 4C}. { E) 6x10 BEAM (E) 6x10 BEAM , �: � � { '�i,�, , ' ' ;=- ��� c . At splic�s, Icrp bars 44 diameters . Do nnt weld or use mechanical splicing d � vices unless , „ ,� fF; �. AhID TS S�EEVE sp �cifiically approved by �ngineer. � � �� ,' - � I �� ( BE�lD AS REQ D } d . At corners, make horizontal bars contir� uc�us or prc�vide cc�rner bars . Around openings and ._ _ _ _ __ � .� � __ __`° _. _ _._ _ _ � _ � � � � � _ � °��'<; �`� `� � , ' ,� �' ���� � : >r - ' - ���"` �p����i ,i' steps in concrete, prt�vide ( 2 ) - �5 bars extending 2 - 6 beyc�nd edge of apening or step . � �.t ; 11j "f `� �'1 � � V1,S � �:.�' � � � .�-. � ;•�,Y � ,���1 , � �� � f,i' i e. Extend reinforcin steel a minimum of 2 ' _ 6 ,> throu h cald aints . Unless s ecificall located � ~ � -'�= � � � �t�,� � � `i��,� ,� , �-, , � DGE Q� ( E) FQUNDATION WALL 9 9 J p Y ;�r � ,�� � �� , � �,'' � � ���� on plan or details, cocrrdinafie cold joint locations with engineer. 7 �, .� , �' � r'� � ,_ . ...._ � � f. Epoxy adhesive for reinforcing dowels shail be " Hilti" or " Simpson " or approved equivalent -- . . , . . ._ _ . . __._ _ . .. .__. �. .A . _ . . _. . ,. _ .__ . � .__ . . _ . . . _ __ �_...�. .. _.. .__ _ _. .. _ _.. �" � � r �.. � /� �� �, �� � '�` � ,� � �- ,, � , i'� t �qn � � adhesive systems. Minimum embedments> � f nat specif� cally indicated an the drawmgs, shall ,� ' .� , -' ,� , �9 be accarding tc� the manufacturer' s sp �cificatic+ns . � � ' „-' ; TS SLEEVE CAP �C�NN , PEF2 �==� �� Metric bar siae c�r� version table: � � �/ MAM1iUFAGTUR �R g � � ��r�� c �� a #� � �� � �� � �22 .�2� �2� ��2 #�� � ��-� �X 3� X a ' — �Y �%�� ' ,�� Wf{ 2} /�. �b THRU - BOLT� VERT. HELICAL PIEft , SEE �� �:- ,rj I �lCH - POUND �3 �4 �5 �6 �� �� �9 #90 �� 1 REMOVE ( E) 6x6 POST AND EACH LEG { 8 TOTA�} �� �' , �� �._ I/ 1 ( PL.AN FQR LOAD CUT ( E) BEAMS BAGK �OR N s�ro�v � e � rc� v�� ��� : � ( ) �� _��w� _ �. _ _ -- � r 6x10 CROSS- BEAM _ _ _ ~-~ �-�--.. -~-�F" �F4RM VOIE� B �L9 -- - ( �_ _n�� � � � a. Anchored ston � or bri� k veneer and its a �ktaehments shall cor� form fio I � C Section 1405. 6 with ___ _ F{70TING BTWN�,.--�1�RS, � a �+ ire tie to the structurai backing f�r euery 2 square feet c�f verreer. 5 SCALE: r�.,, _ � , _ �„ TYP . b . Stane ar briek veneer shalf be supported on dry- stack CMU units to the foundation , or � ��,��.� �: " � ` 4 SCAf�E: �la." = 1 , - 0„ � ., pr�avide steei �angle suppcart ( contact engineer for details) . 5� �• � . � � � � 51 �� �� #.p� � �,� � � ��' � ��� �� b�" � � ' � ���, �� � �� �� � �� � a�� `� �`� �r� � � , � ��� � � � �, �,,� �� GENERA� REQUIREMENTS : � �' � °�' � '.� �- � �� ��.� q �, ��° ( N ) 6x6 POST � a . Struetural erection and bracing : The structura ! drawings iilustrate th � cornpleted structure � � < -��=�-�- 10" '�`"-------_ _._ ..__ with all elements in their fina( position �, properly supported and braced . The contractar, in ,> , >, „ � .� _ M1N . � � 8 � _ � t#� e proper saquence, shali provide shoring and bracing as rnay be required during construction 6 , � - � , � 6 '����a � �"" � � slsl, x3 " x1 ' - 0 KNIFE �' `�' � t� achieve the final comp { eted structure. Contact structural engine �r for eonsulta � ion { not in .�,.�.�,_. �,..,��n �, v E BOULDERS TC} REMAIN > W 2 - /� " � � ° � oua ��v ) coNCR � �rr� w���. ~`�. / C ) 3 � Y� " � �- � �- contract) as required . { 2 } - �5' s CONT. ``� HI� U - � (JLTS Y2" x � � � b . Construction ractices : Gerreral contractor is r� s �ansible for means, rnethc� ds, techni ues, ( 2) - �5' s CC3NT, NORfZ . AGAINST FACE ' TYF . � P P � HORIZ. T4P & BdT. 5 �'> 5Yz„ E3RG . � Wj � sequenc�s and procedures far construction of this project. Nc� tifiy structurc�l engineer of TOP & BOT. q." � { 2 ) - " x4" EPDXY �- arnissions or cc�nflicts between the working cirawings and existing canditions. Cor�rdinate ,'�� At� CHOR � _. � �_ requirerrients for mechanicalfelectricalfpiumbing penetrations through structural elements with � /�,�` \`y � "� rv structural en ineer. Jobsit� safet is the sole res Qnsibilit of the contractar. All methods , , E- �_ _...___._.__. _._. ,�'�. `� :5,, = 9 Y P Y S�.CfPES ,_._ _ . __ � - �� STAIR SLAB , SEE C__ ___ _�. _ . �����//�, � ��, .-- � ._ used for construction sha( I be in accordanc� with th � latest editions of the IBGfIRC. � T. C?. W. ��:_� _ ___ ;.-._- �__--�_� � _ � �.._._...�- � y .=' ���/�j��//,�'j%V, , _ ` _ ,/��/ � � ��� c. D �tails not s ecificall shc�wn c�n the drawin s shall be constructed in a mc�nner similar to the , � � SEC7. 4jS1 ; e � � � 112 - 3 � - --�; ; �'r\,�/ ,/,,\//A 112 - 3 r_ _..__ _ _ _ .._.__�_ �fj, � � � _ , . P Y 9 cs., � �_ J � � � _._.._i .� !� , � :� _____ _ \ U d �taile Ehat are shawn far like cc�nditions. Thes� iterns shall be braughfi tc� tl� e attention af , � y ; �. �`�� �5 DWLS x � T. C} . W. + ; d ' � �/��j/� � -�W. �_.._, 4 ii � � - ����;�'`y�.,\ � ` - the stru ��ural enginaer as soon as possible for approval . Approval shall be abtained prior ta j � ' ° t __� d . _ ._.. � E C� 16 " „ � 2 - 5 x 2 ' - 6 GR 40 BARS ��:- � `, ° �,� �`� / t�=W� , -K;`jj�\�'���%,�\,f\� 5 " ��.,' � � �a�� ins�ailatian . � ; � , c � � � � � � � ; � t ) � ; � �-� � t` �i � 5' s CONT. H �RIZ. ----- � � j����\%�`' ,��� �. �, �, � �, � _ .:r WELDED TQ CAP 1� AND TS � ( 2) --� � � ��, � �,�, ,• � 2 d. All water roofir� and flashin is the res onsibiiifi of the c�rchitect and cc�ntractc�r. �--Y� M „ r �5 DWLS x a P 9 � P Y � I ., � I � ' SLEEVE ( BEND AS REQ' D ) L� ..---��-�"�^ >� '`} i TOP 8c BOT. r , �' /f�/,/�'``/�;, ;, e . It is the respansibility of the contractor to cantact the structural engineer at the appropriate u� } � p ..� .� � ._. � -�,. � � _ � ._.. _._.. .e._ ._._.: � , t . Q 16 „ _� '� � �� .t/ �. � � } . » � � a � . �. . at n i � �...�.-.,: � . E � � � j _.. . -� � J,,`\1 /�•' time to erfc�rm site obs�rvation visifis. Qbservation visits tfl the �,bsite b the en ineer are ; 3 t� < 2 � d , 2 ! � } �°I i 1 { ,��"' °�- � � � �, P � Y 9 � � � � � � n �� � far deterrninc� tion of general confarrr� ance with fihe construction documents and shall not be SLOPES > �rn-� � ° � �; ,_—. { 1 } - #5 C4NT. ( 1 ) - #5 CONT. H4RIZ. AT � i � 1 5 C4�NT. HORIZ. AT `. � ----- �5 DWI�S x -�...� � � NORIZ. AT MIQ - HT. -____`� l � ,� � �' M { D - HT. _ a5 _ ---�---~~' C� 16 " � � , a � � � DIfi�G . HELICA� PiE � SE� � )� � construed as inspection . ¥ -�,»4 > �_„ ,��� �-� r �� � ' , � �-`� r � PLAN �'dR LdAD / �- ,� T. C}. L. � � r �`,�� ¢ � �r" ' ����� : ° F � ; M 3 D - H T. � : ,� / ,; � 10 f. Though every effort is made to provide a cornplete and clear set af constructian documents, ? ` '���,���;���„ Go��� , 1 ' i � �I� i�� f//i// '/ \� \` \�\\ \ti 1 i � t , f i � � ...?{"' discrepaneies e�r omissions may oceur. F�elease of thesa drawings anticipates cooperation and k�--� ������������ �,�r��r��r�� , EG ��_�:� 4, ,j ; � s F� f continued communication betwe�n the cflntracfc�ra C1I"GI'11tE3Ct cand en ir� eer to rovide the best � ,_ ,�-��-��;����,�` � ��,��% !��' 2 5 x 2 ' - 6 GR 44(�b��i���'�� �,�;. k � � "' � Y2 EXP . MAT�RlAL-_- � - DIAG. NELICA� PIER , SEE ,�.. 9 P ��r r i��,� ,,� ; �� �� . { �� �� �,�'�i� ' �-j _ � = -�,�, ,,, � o ' �a:=:,� �,r� � ,,\ F'LAN FC3R I..OAD C� �SI (l � c� �} � � M ,�....-` � � � # i i �i�'Tti;� ` -�<,. � ( � possible str�€ ct� re. These drawings have been prepared for �he us� ofi a qualified contractor � �`i,}`���i���� � ° � � ��`'� SARS WELDED TO CAP ��i�,�, � � i ��,>�`%`�i`'r� _ � � � , � � �`�. PERIM �TER DR IN � � ., _ �. . � � � � � experienced in the constructic�n � teci� niques and systems depicted . 5L4PE� � �'�����ii� f _� I�, AND TS Sl�EEVE � ' ° ° � � . �.� ������%� � `� , � � � � \ �� �.� �� <, � �" � � `;:� {� � �l1 ,� , f� � , � �� � , � :�t � , ., � � rawn by � Existin struct�ares: Ccsntractor shall be r�s Qnsible for verif in dimensions, ef � vations , , ' %', � ° ,; �, ��>� 109 - 3 ,, .��` f' 109' -3 , o .�. g • g p Y 9 T. O. �. I ( BEND AS REQ D } � � framing, foundatian and anything e{ se that may affect th � wark shown on the drawings. � � T. O. F. ° h°��'•'�":�`� ° " ';��•: �`�'��, ' � s������� � ��$ _ � f ., � � � , . . CheCk2d b � TDN �'`�:��. Underpinning, shoring and brc�cing of existing structures shal ! b � the respansibilifiy of the � �, � � .'���, :�� �:� � �` � r .�.•�.,_. `=�:; - -Il �. �. �. ,��"= „�';°��, " ° <; �_��'°`'��r -. �� � Ck r,, b. � � � ... _ � o �,��.�� � ��(�'� aaK'� ���. C011tt'qCtOI". ,• � � tC� `��//A`%/ti�%j�•�j\>' a � � : �� >�'�, � ��, ,.�� �.�"ti \�-� � ° ���..../ ;���' '��:; �. , / / / � ISSUt�C� � . ��,�� �� ��,. � ,� . j�;_��1�.°� ����'� `'���� /� E � � ��.;.���s� , �`,\ � � . \ ` � 4 __ . _ . _ . _� . � �`� UNCOMPA�TED . � "� �'���� � � ,� � � �J � w_ � _ _ _ ___ � \�/�j � ' � �r�� � ��-� , , �, � / � � . � -- � ` ''' .� STEE� HELICAI. PIERS: � GRANULAR FI �L ___ _ _ _ _ . � ,,� ,�__ �" FQRM V�IQ SE�OW ��; __� . �. �, � �, � � ..`. .`_� :'.~ �F� �' R � � � M {� ��� � �1 4 „ ,� ,� ,� , ,� : � ,, , _ __ ___ __ - - 4 � BELOW STAIR SLAB 4 �3 �' 4 FOOTING BTWN . PIERS 'I .''� --� ,�:;''..� c�. Steel helical piers shall be design �d and insta� led to resist the unfactared design loads as � > , ; „ � , � j „ TYP . � i �' ��. c`� � � ��`� �'� �' � � � � � {� � �{� ��4 shown c�n Sheet S - 2. Unless otherwise recommended higher by fihe manufacturer, the factor 1 � 1 �- ,4 � ,• i { 2� - �5' s CQNT. IN FTG . ;`� �' „ � „ `~--~-_ 4" F�C?RM V�ID � EL.C}W - of safiety fia be appfied to the design lc�ads ta obtain the ultimate la� d capacity c�f each pier i `_: ; i - � EVISED 0 � /13 /14 shai ! be 2. ! � � 4 F4RM VOID BELOW � TS S�.EEVE CAP CONN . ; ,> 1 , ' „ 2 - 5' s CONT. IN F7G .--f 1 , „ ��OTING BTWN . h' IE� S, , PER MA�IUFACTURER � FC}4TlNG B7WN . PiERS, ; - T� SLEEVE CAP CONN . PER { ) # TYP . REVISEQ � � �C} � �14 b , ( nstallsr Qualificatic�ns: Instailation shall be dc�ne by an author�ized installation cantra � tor. j i j i-�+� ' � ; MANUFACTURER Proof of current certification with the manufacturer, c� s an c� uthc�rized insta ( ler of the helical � ���_ I s TYP . i � --TS SLEEVE CAP C�NN . PER piers being use d, s ha l l be su bmi t te d to t he Arc hi tec t ar S truc tura l Engineer prir�r to s tar ting i _ _ ., V E R T. H E L I C A L P i E R , ._ __ ; ; ' ' MANUFACTURER insfiaElatic�n . �%` SEE PLAN FQR L{�AD �`'�..:� � VERT. HELICAL PI � R > S�E � l _.y,, �`� c . A written installation record shal ! be kept for �ach helical pi �r, including date of ins� allation , � i I �,'�= � :>''` PLAN ��'OR LOAD I ;� locatior� of pier, d �scriptGOn of lead section , including number and diameter of helices and f I � � ��' �r` �'---- VERT, FIELIGAL. PIER , SEE � E ! :.�:' } GC'..`�..� extensic�ns used , overal ! depth of installati�n frc�rn a known reference point, and instaliation ? PLAfJ FOR L�1AD t�rque at termination of pier. d . Sc�il corrc� sivity and required mediatic�n shall b � determined by the geatechnical engineer and helical pi�r supplier, respectiv�ly. All piers must have a minimum corrc�sion pratection of hot Sh � � � dip or e( ectroplate galvanization . �. The steel h �lica ! pier system shall cornply with ISO (Int�rnational Organizatic�rr of Standards) 9C301 . C�rtifi �ates of R �gisfiration d �noting ISC} Standards Number sha31 be pr�sented upon reque�t ta the Owner or th �ir representative. f. Acceptable tolerance fc�r alignment of tap of pier shall be 2 inches . Acceptable tolerance for plumbn �ss sha11 be vrithin 2 ° of design angle. Piers exceeding these am � unts shall be removed and redrilled . Bo nc�t force pier to� s into alignment. 3 3 � SCALE: �j�." � 1 , _ 0„ � SCALE : f�." v � , _ p » SCAf�E : /4, = 1 , _ C7" S1 �� �� � a � � � � o � - o � � � � � � I ,-- � ,- � , t � I C t �, � _ _t � . n__ � � � } - �� ' � cor� T. � a�� z. - TOP 8c BQT. < %�� 111 ' - 0 -_ _ ___ ���%' , �,� __" `, �,- - //',�� ��� __ , � � __ _____� � ��������f — T, Q . W. � � -� � �'�\,' �\/%� r-- — — -- _ � ._ .� � � �. _ _ _ _ _ _._ N � � � _____ _____ e _____ ____ � _ � _ ,. � ___ _. � ��������� � _� � � _ . _ _ .._ � _ ____ ____� _____ — _ —_��� �" _ � � .� � � � ' �,�'�, � ,r�f i i �- - � � � � � �. � � - - � � ` � �_ � � �_ �_ �. � — �. -� � � ��. � � �� � y � I � � �, � � ,� � ,�: � � � � -� � � � �, � � \;,��r,�\�r,../ o I I I Y�„ EXP . MATERfAI�---�. � � \�` ��` �� �5 DWLS x � � - � � I I l { '�n � i �.. �.�� .:� �`�`` � , C� 24" � „ � � � � � ( � 4� �, � « � { ,,�`;� ��:�, �r� (.} � � c�' � ,w x � t 09 - 3 � � � " E �, . � I � E k r .� � �9� �,�� ��� � . C� .... � ��...� � __ _ � t � I � I C � �� � z ���� � ���� ����� � c� �. �. Q. i . ���`�,��P���� '� � 6 '�l �?`�`r��m�.s�u�. � t�.. �� I � . ^ � 1 � ,k ^�s . � r.� I � �4 � � � � � ��` \�` \�` ��<\��r t: � °y" �' � � � I�_ � �f;,� ��w,� ��� x �t ` . � � C7� s � ��,��,ti�� - , � � �` «.��,� E I i � � �- � r �' � �` �� � � � � ��.%�:� � � f I I �!��� � � �' ��,� �'��. � ,�a �'`�, . �� h �- ,� � ;;� Q '_ tL t� � I { E � j � ������ ����°�� E � � � " J � Y! �1l � 34 � I I r � . . . .. > ... .. .;.. � •lJ � � ( P I � � � (�G�'I 1 �2014 p � C'�1 �T1 ' _ g" � � r m ' ' ( �,- � � ._ � _ _ � _. ____ ____ � � � ____ . _ __ __._ � _ ____ � � __ ____ �_ � _ _ _ _ _ _____ .� _ .._ __ _. , �_ ____ ____ __ _ . ____. . .�� I � _ _ _____ _____ � t� � � � � � �_ _ J � � � _ _ _ ___ _ _ .__ ._ � x � sCA �E : 3/a�,� m � ' - Q " � �` �. _._.1 I C� � — � '� _ _ � � j m � s2 i I I _ ____.�_____ __ � �_ �_ � __.._ __ _ _ __ _____ _ _ � _____ __ � _ _____ � � ___ � .__. ____ � �._ � _ _ _ _ . __ __ _____ � ___�___ __. _____ �__ __ � � � � � � � �, ' � I I � � I � u� � > i � � jl � � g � � � � � I I I � � fA � � � � j ` I II � � � � II � ! � � � I � C 0 ( � STAIR = � ENTRY Dt�4R �� t { I � � � � � � I I ! � I � � � I I i �r. o . w. = � o� — � ( �} , i �� , � E � � , ; � , � � ; � � _._._ .._ _ � -_-_ --,__._ _____ __ � � ______ _ ____ __... ___`___ _ _ _____. ____._ __ ___ _____ _� ___.� _ _. ______ __. .____ ___ ____ __ _______ �._____ � ______ _____�_ _____. _ � � ! i � � � - - - _ _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ -- _ _ _ _ _ --- _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ __ _ -�--� i � _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ � = .� _ � ` _ = � _ � � � - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ ____ �— — -�'�- — — — — _�- -�� �� -- -�.. —�- -_. _ - -�,__ . ..�._.. � � �_ __ __. � _ _. -� -;.. —� —� ��. -_.- —_ -= _— ___ _.._ __ __ � _. __---�-.--�--i.— � � � � I ! � � � � ' _ 7�,/�." I � o� ' — � I � � , I �r. o. s�aB � _ � �,�-- ���� o� ( �v } s�.A � ��� � r-- � Im��1 , I�r-- �I a � ;�' �,-, �l ��- ��1 ITM,- �I � �-� ��� �'� � u., � �, t � - - - _ _ _ _ _ _ _ _ _ � �. � � _ ._. �; _ _ _ �, _ _ _ _ _ ��.. _ _ _ --� � � � T _ _ _ _ � _ _ - 5�- --� �-- - � — � � � _ _�' _ _ _ .� �� - - �. _ _ _�-- -� ,� . � / �<1� -�N ISOLATIQl4 JQINT IN � ��� 1fl9 7 ���- ���. ��Q�. �,��.. . ' r '� ° c�• T. o. SLAB � c�� ' � ST�ONE VE EER ( E) PIERS /P4STS TC} BE � ���- a�P � ��•F-. ��,P '�' _ ��•�. ��P�'' � ��,�. q�,P�'• �,,.��,�-.. �e��'. f � ABANQONED ( 6 L�G s) �,�- I ��" :- 1 ��,, � �.,� �� `""`�.. t .-- � �, � I 17, _ 8 " � ._.�. �. ..—._ � — ---°° -- .____ ...V. ____ .�._ � ._,___. � °- �'°�., _ i N DI CATES L4AD �==� �� ! , ' �., , �-__ _ ._., ,._-. _--- , ,--�ti �-- -� . , � .._. _, �- � r._ .__ , _, \ _ M N S FOR HELICAL . .--- �7- � ' �� � � / � ���. � �1�._ � ....._ `` %�°�~�-'� `\ �` ._.-."`, f .. `�°""� _..-.. f.. ._.,.1 r,---- ...._.�.�_ .-........ �....._ � � � i g'� �-; Qr-}' �� t.. .� . 7 �, 4 „ ��-� `�...,r � 1 `-,,_i � �--! `, .r�' �-�� .��.._ � •",� ,.� ' `;�--i-`�_ ��. _�'� �� i �t - -��� , t---,�L � ��--� �-.r-.�.-.-�, "°"�.. . � P i ER S � � " t�, � �� �1.� J t Ir � � I .�= �. W \ 4, ( �-... i 3 ..� � Y '� � `C! : ' � , � � � � J � .� "l �,..J �� � �������� ___ �-�' Q .( � �� f �� / �� ` lt � ✓ V�5 � \O � �`�. ��,{�" ���` �� / Sy l� w"'^�,._....�=�r � � I � � . � � ��� ��� � � � � � G.J r.._..r...-,� � . 2 � � � � � L�� Q��' � � � " � ` . � � � A�IGN ( N ) PIERS/POSTS S1 n � { N ) CONC . i� ETA1NING WALL � •__f-� � PLACED AGAINST ( Ej � C3ULDERS � ' S� � �-�-,� i w� �rM ( �} � ___._ ____ � °�' � � � � I � � � � � �� ��� � ���._J��,� � � � _ � L � __.. _._ „� `� �° °� � ��— q`�r ° � �1 � �'� ( � �'�-�d ,.� --�- -- '' ,'� `` �,�. ;� �� � � �� •` �° / � , � � � � �� i __ ____ .--. ._- s� � � �. � I-- — -� I� .�. _I i / -- � � ( N ) � as-r �ocArtio�vs wf � �- / � f �` , ' � �' � � S2 f 12 " � C4NC . 1'1ERS E3ELC3'VJ � ,,� 1 � � � ,� J ' � � `- / 1 � ~ � � � ____ � I_ � _.._I � - �� �� o� { E} � � ic� c� a� ovE / � � ► � / s� � � ( N } �ONC . RETAINING WALL / � � '� >, ,��„F�� ' � I WORK PO1NT TO BEGIN LAYOUT I �� � �` �6`� � { OF STAfRS IS AT CORfJER OF � � � ,, , �., t � ( E} RETAlNING WALL � ���� ~--�, � � „ � °°- .,,,� a,f..L � � � `�- `�'�' � ___�_ _____ _____ _____. _� ___ ____ � _ __._. __._. ___ . _ ____ . __ __._ _____ __�. ___ _ � ��� � / �` r� �+� � � � � � i i ��-`�� � �``` �' r� � � `` " � ..:� .. �.. _ _ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ) 2`�'� . '� r � � " � � � ` � „ I .._ �A � ._. .� � _ � . .._ � � � _... � � � � _ . � � _...._ _. _. � _ _ ^ g � __ _ �_ � ._. ._ _ _ _ ._I ! � �"'°- .,� � E I ( i I � �.. I � � 4 �� � 1 I � ` 6 " �" °�,,,. `(� � S1 ' { E) RETAItJ1NG WA�L I ( � deSigned by � RM �' '�_ �' _� drawn by KRM ��"� �.` TD k-� ��`� �hecked by 72 �` p , � T. O. CONC. AT TOF' LANDiNG � ��U � � I TO MATCN T. O . CO(� C. AT DRIVEWAY ( iJQ STONE 70PPING) PRE �.1M � 1 �1 � 14 r �� ,r P � RMIT fl3 � 3 ,�14 � 8 �� - EDGE OF ( E) DRIVEWAY —�-� � � � � VIS � C} C} 5 13 �14 ``�.� _ I DWL. ( N ) GONC. WAI..[�S TQ REVI S � D C� 6 /t� 6 /`1 �- '`i ( �} wI #5 r� wLS . X � 8 " — �� oxi �a rra �ro 3��.,> �x4„ Ho�.�s c� � � " � . c. T�P . r� a � TN � � � �� � � � � � �� � � � �� � L✓ � � � . � � � x � � r � � sr s 'Et4 ' . � , PLAN �JC� TES sheet 1 . ELEVATI4NS C7F C4NCRETE F(7UNDATION E�EMENTS INDiCATED ON PLRN TNUS. T. tJ , W. = Tt�P OF CONCRETE WALL T. O. F. - TOP t?F C4NCRETE FOOTIN � 2. STEPS iN T4P C�F Ct�NCRETE WA�L lNDICATED : �,:,.� A 3 . EX1ST{ NG CC?NSTRUCTIUN IS iNDICATED TNUS ( -_ ___. __e._ __.� _. _ _ _ � } NEW CONSTRUCTIQN IS INDICATED THUS ( } . � � � � � .� {� � ° � t`�