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HomeMy WebLinkAboutB11-0093 plans approved.pdf � , , , � ! � i pAt�: 04/28/I I � , FILE: 50LAR-51 � t�R4W�l: TMB i �VIBEI�= �vIBED: � ; � I/� " DIAMETER x 4" EXPANSION n - � BOLTS O 4' O.G. �STAGGERED) � , � EXI5TING 8° , W HOLLOW GORE PANEL W ; �` -�_-_ Q ~_ ----�-._� '�� �----���_ '�-�` --_�� b2G0 ._.,_ 1 _ _ � � ■ \ � �-� _---__ ""---�-- 1 � \ � � � �, � Q _....____._ --� � � W a�7o ; �\ i"' ELECTRIC ; TWD LAYERS � N � ! WOLMP�NIZED wl2xl4 \ � 8280 - MANHOLE , � 3/4° PLYYVOOD � (2� - �b "�Dx4° BEAM TYPICAL " ..... { EXPANSION BOLTS \� r- �- -_� ( � •� M. .. � �' �._._- � 8260 82'10 �"- ��b�� 80��'•. i I Ys° � .����� o Q �`�-- • • . � _ ,� �-'-� � r , ; 1496 ; � � Pt�re 3�8 x 8 x i �-o v4° � i � � �\ � N � p --� ; ,. ry \ I� � �„ N ____......_ : •. .. ,.•• � � ' }� 3'+� � �t� �""_-,---�,�_ " m 82rJ' � '-•---�_ �S'/(XdA�,. � �'\, � 0 20. 0 6? ---._._._ � N -----"- � C.� �---.-_ � \ � � ; PREGf45T GONGRETE 0 0 � $ WALL BEYOND " " �- i . `� � 8240 8260 C � ----- ' z � � �_ � TELEPHQNE ' � � ______ U ? PEDESTAL RETAINING WALL y N _._ � � 15. 0' ( TYPICAL) s237,� 2 m O � � 1 j ; � S � � T101� � . . . : . , � .._.. TRACT A � � No �c� � ; �� s2zs. � � � � � - . . . ( ) 3 8237. 1 � � . . 823�'2 z � ----- MIDDLE CREEK SUBDIVSION �� 0 N � i NOTE: BOND 3/4 PLYWDOD TO PREGAST PANEL WITH PL400 ' 8230A � i STRUGTURAL ADHE511/E. / 1j//` 8230.1 8229. 9 �_ ^ � �- � � � � U / . . . . . . . / . . . . � • � � y . , . . .. j � 8230. 7 � . , ' : : . , . , � "----- � � � � � ', � • .. , , o, • . . . . 4 8230,1 � � � ,� � � N � 1 .. . : . . a . 240 � ----_ � � 0 � . : �6 • . �, . + , . � .� . : � . ' ' oN . . �, , , . ,,�� . : . . . . o . � o . • y , . � : tl , � . . . � . a � : C G�RE�E'"WA Ifi�y . ' . . e . N - � � � � , ; a . �. q CONCRETE � � • ' . . ' . . . . . . . , � � . � � � . � ��: ' � , W � � IAyALKWAY . e . � . • . . . � : . <, 0 54.8 . . ,� , W ----__ � � � � r � . . ° . . . , . . � : . . o , . � � �� . �, � � . o � : » . a� . - j54. 6 • • . . : . . Q . � . . . .. . ° . ai 82 1 � � � V � � . ' �i • � : ^ • '0 � "�,--- O � 'L _ \ � t . 2� ' � MULTI - LEVEL . �o . � � : � � _, S� ttl = '- � , / � ----_.__ ! MULTI - LEVEL WOOD FRAMED � 7. 4 ', rn � � � � � � , WOOD FRAMED N APARTMENT UNITS ' rn � ---._._, � APARTMENT UNITS rv 00 • i \ Q P ,., s22s.s F o � � , � �,, � ; P��' o . v, �. 2s.3 5 ( 37 . � ---'_' GR � M 2s.3 4 26 3 8230.8 � -____._.,, a i �� �' � 26. 3 � � # � ,� � � N " , ,n $228.5 b230 d- � � � �; . D . N� � �"'�� � � . `t' � � � N • N � N �,/ ! . � �--'"�-- --- � SWALf o. 7' , 39 . 4 . : . .. -�-�---__ � 0T 8B � . . . � i - -_ � o. � o. �� S . , z. � `'_' C ' ! ) � --.� SOUTH DECKS ` ' o. � _ _ ! � � a228.s o. �� 51 � . � � � ; -�►.. � s22sa SOUTH DECKS o. 7' ( SOLAR VAIL) 51 ` a . . . � .. � '' � 5� 1 . 000 ACRES DEED � --... � A C ) 822o s2� a.s - FOUND No. 5 REBAR Q � �.,, AP ""_ --... 5� - s2� 7.s , WITH ALUMINUM CAP v �� P 0 979 ACRES A � R . ME S 0 � ) i - .9 2't� XIIUAT -� - 822o L. S. Na 27598 _ � . 20 ' UTjUTy ��CA TlON �F --.. .� - � - ° � ; _ EqSE o , �B�OK 233 MENT - �, _". , P _.►-��"" d' � �'' s22s.s AGE g28� � _ �, - ...,. ' ; � ,�,�,� 822C5 ._._ ----� 8214. 6 �� �►.�- 1� I 1� I . --" '"'" EASEMENT s2� s. � � G � I �t � �� � I �t O T � � �"' '._.- 30° UTILIT� P R�E 628� 8220 � � - ; � � � } SIGN --- (g00K 23 � 82t2.s "_' . ASPHALT 822s.� , � '` PAVING 34. 8 ) 0. -- �- � Thig structure has been degigned to meet the requfrements of tha 200�t � 8226.6 � � �-- --"- � International 8uilding Gode with amendments as adopted by the Town of Vatl. 8228. 5 • ` ` � � � � AIi omi�tons or conflt�ts between varioug elements oF the working drawin9g � 8228. 5 � � � and/or specifir.attons shall be brought to the attentton of the 5tructural Engineer ' � � .. . . � � : before proceeding wlth any work so Involved. The Genesral Gontractor shall verlfy � � 8228.4 \�� all dfinensions and �,ondittons at tha ,job site and shall be responsible for the �. 44' � � � 8220 X ' means, methods, techniques, sequen�es and procedures assoctated with this � �p� pro)ect. Furthermore, he shali be responslble for coordlnation of alI work and _�, '�1' ---_. ll � O materials including those furntshed by subcontracto�. The 5tructural Eng�neer EEDED LOT LINE �_.�^ 8210 ��� , SM1Q� � b9 GOI'ItQGt.9G� G�UI"IYtg �16 GOf15t,P'UGtIOPI phQ89 t0 II'IQ�CB �19 �OE7 51t9 IIISpeGtl01'15 � 1'19G655Q1^y t0 G011f11'/11 �'IQt �'1EJ QGtUQ� f16�L� GO►IGilt10115 QI^6 GOI'1515t6t1t WI�'i �16 '-�' � destgn ass�xnptlons and that the construction Is pro�eeding according to the y2 � DITCH plw�s and speclffcations. 8210 � , G� � Live Loads Used in Design� ___.__ � ioo sf .,--/ / ASPHALT Decks p '� Earthquake 5eismic Zone G ----- """'_ _,.,.�. --�" �.-�-.. wmd qo mpn, 3 se�ona s�,st -/ PAVING � _/ O __--- � 8210 _,,._--- ""' _�. ----- ""� � � � ��„�,,.,.,, �"" �..�1' O _�� .�"'..��^ "�� � ��� ��.�,,, ""..-�-�" � 5 �' � � I � I G � T 10 �15 � -- `� ____- - -- - r �-- � ----�- `���rn �� �a� � � � -` � � � � � � � ��� � � � � L � � ......-.- � � � i � AII steal beams shall conForm to ASTM A4Q2-50 Spaciftcations. � ��� � '"_ � � - � O � All steel plate shall conform to ASTM fw36 speclficatlons. q � ��l�� �� �c`ll � +�-� � l I ansion bolts I H I e ansion anchors � < � � V A I exp shal be the ILTI Kw k Bolt I I xp � O or approved equal. �,� a �d� o 4 ���� All plywood decking to be 3/4 G-D int-APA 42/20 T� 6 plywood. � � � - - � ,, All plywood ghall be presaure treated In accordc�ce w(th Amerfcan Wood � - Pre+servers Bureau 5tandard AV�B-FDN. ~ , _ � O 1� oT � � � oGK 2 �� I L ��l � � 5 ( T � � .� � �. �' OT� TO fi�� TG � SU �3D 11� i 5101� � � I� � � C �'" D MAY � 0 2�� 9 �� �G � L # 2 � o � - 0 � � - 02 - 0 � i _ T�VI/N � � 1lAIL 1 ; � �� �i �� ' � � __ .. _ _ _� _- _ _� _. - ---m _ � _k� � : .