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----_______:_�_._�_�_.____�_.. _... ......; � <br /> _--__________._�___�___� _�.____�. _�__ a��is�a�s �v <br /> _____-___ _.� ___.. __ _ ___._-�-� _ a� - -__ _ ---�- _� <br /> £3T�t C U L NCJT� <br /> � �� .F, . ; � :� <br /> REaN�ORCIt�G 5TE��: <br /> {�ef�rmed billet st�el A5�`M A-�615, Grade 4(� (minimurn}, fs= �0,00� psi. � �onstru�tic�n tc� mee� Un�.fczrtn_.�3.ui.l.di.nq C.r�.d�;._1.9.��' E�ii.�.�.vn. <br /> Lop ali spEices a minimum of forty (4C}} bor tiion~�sters. Provide elbc�w <br /> bars at wall corners �tnd intersections �a splic� hori�ontesl bars. A. LIVE LC3AD� <br /> Prouic#e two #� 'bars �rdund c�fl o�enings whose minirr�um dirnensi4n 'rs �a�� <br /> ;sleven {t 1) inches or gre�ater in wails ond slobs. �xt�nd the bars 25 psf (snc�w} <br /> __ `2`--0" beyond o�er�ir�gs or os �c�r �s pnssible ond hook. Wefded wire fabric .4Yind 8� mph, �xpr�sure "�„ <br /> (WW�") shall confo�m ta AS7M A185. WWF" sho{1 b� 9oAped t�ne, cre�ss�vire plus 5eisr-n;c Zr�ne 3 • , <br /> kwo inches �i.e., 8" far 8X6 mesh). ��r�h Are:sE�r� 30 pci eqttivc�fen# fl�rid pressure <br /> MISCEI.l�N�OU�: I3. b{35�, ANZ7 �"C�I3NDATIC7N DA`TA <br /> � <br /> Contractor shc�C! verify c�ll dir-nensians �nd conditions in the field. VeriPy size 1. Design b�a�ing �trength 2 , qQ(} ps�'. Coef�.�c�.ett� of <br /> � - ond lacc�tian Q{ a!I openinc�s ir� tha floor, roof, ond woEis with t�z`chitecturoE, fri.c�icrt Q . 2� P�ssive ��sistanc� = 30Q �acf . � <br /> mechonie4�, ond electricc�l dr�wings, �'rQuide temporary brocing os r�quired , 2 , Carry all �c�c��inc��� dr�wn to urzdi.sturbed soi1., minimum � <br /> until all permanent connectic�ns t�nd stiFienings hove been instalEed. ;-; depth = 1 ' �" unl,e�s no�.ed. ' Q,� `�, <br />� � � ! �` c. cc�r�c��T� {yy {� <br /> � C� � � � " ! <br /> 1_b � �h�' !� <br /> �V�Rl� l. Detai]� , �abri.cate, and place r�-steel as shc�wn, in AC� � � � � <br /> ; "Manua�. af S�andard Frac�ice�� : �CT 31.5 . � �� � <br /> ���� �, 2 . Cancre�e o� fo�.�,c�w.ing 28 day �,�st streng�h . � �� �6 <br /> ,-�� F�Z�Nt� a . f'c == 2, 5Q� psl , 5--�.j2 's�ck cem�nt pex� cubic yard, `` � <br /> � ��,�,JN11�..? (no �esting requi�ed) . � � <br /> �� �f �, � b. Precas� wall� f�c = 3ofl� p�l . � � � � <br /> /� � �`,� , c. M���.mum s3.�mp 4 " . ` (,� � � <br /> j �r�lRP�f� p!_.f'�t� d. �einforcing fy = �q, oaCt �r�l. � � <br /> ���� ' ��..;� � . CflV@x` ���@c�3:' Da.ME.'11S1.QT1S} . � � �" <br /> � a . �x��ric�r faces of walls 2-1�2" . ��� „�. <br /> , �s i� b. V�rti��l face,s expasec� ta ear�.h �" . <br /> ��}J�j � �,.- c. F3ottam o� �a�ti.ngs 3" elear. <br /> t� �� C(` ���� ��� d. Be�ttom c�� �3eva�ed slabs 1" ��.ear. <br /> �� ���` �� F��� - �-�-� ��( � 4 , L� a1.� �i�ld s �.ices 3� di<�meter�� . B�nd wa�l at�d <br /> r�� (�C- `� �� _�--`"._..�2� #��1� � foer�.inc� ba�s 18'� arot�rrd a13. corners, or us� corner <br /> __.-,�._4_----�.�� <br /> i ° � ��C�"f-T.F bar� . <br /> -�---- ; 5. t3owel a12 exterior �ro�ecticrt�s �o �truct�ur� with #� <br /> ��: «""� �" bar� a� 12'" tzoolced inte� wall . ' �„ <br /> ,_ „ ��. �Ya� <br /> ���� ,�,s 6. Plac� no backfill aga�.nst foun�?atir�n wall.� un�i.I �lc�r�rs � ` <br /> � � <br /> ���-C=.� are �.n p1ac�: . <br /> `�r�� 8.� .�...� �, � ,�.�-�g" ._,�_ ��'P 2`-�" 7 , Incorpvrate nc� calcium ehlr�ride admix�tr�es where � <br /> alum�.r�um alZc�y ma�er.zal� ar� embedded. � �� <br /> ��Q�'(�� Jc^���-r-1 �� 8 . Al�. wr�od �c�rms used fa� ec�r�c�:rete a.n �he �rounc� c�r � <br /> between fo�indatio�� sill.s and th� ground shall be <br /> � � remov�d. � <br /> � � <br /> �. EXCAVATIt�N ANL} �'Z�,L � <br /> � � � <br /> . _ � l. Excavatic�n and �ill �ha11. gnner�,lly cc�nform �o UBC �� <br /> Chap�e� ,�-�j �� jae��k sha?1 proc��d to f.inz.yhed �urface� � <br /> �hc�s��n cir, �ne �irawings , <br /> � � <br /> 2 , Founc�a�ic�n, wall , �r�d s1.ak,� �re�as �ha:i l hav� all � � <br /> _ exis�ing un�ui#:abl� �zll mat�:r.ials remc�v�d and disposed � � <br /> of c�f�-site, ar�c� be excav�t�d clawn tc� sui.�abl� <br /> undisturbed na�.i.ve soi.X�. <br /> _�,v�.._..��d.v�..a...__.__�.___._____ _a_...�_ <br /> ._ ___._..__ ..�...__ .__.�__ __._..., <br /> �_,__�__.�_.__._._,_�_..__ . __�.._, _ _.� . ___.__..._- <br /> . . . �`_ �_�...�.��.___�.�� �..�_���. a ..:. <br /> .1 . 11.�..� 1 E�mhe� �a be t�rc�r�ec! per �ac�ft t�v 15 v� tt�+� Wes�. C+��r��:_.�.. <br /> f,��mh�r In�peci��.an ���t-eet�t . <br /> 'il�![�F f�c�. 2 �c�r. �o����, �r���er� t�nc� �.ls�lt� �zgm.�.nqr �le�e�, hr.�c�ng . . <br /> ttt�c# A" t�t.l.de he�m� . • <br /> � : •t��` Na. f i�ox pc�e� end aFl�eac ��r�m�. _ � �� <br /> �tt�'ft��' NB�uc�" �vx 2"x4 � ��ur��►. � <br /> 2 . Ct�mp.�y wl.�1� ��4���� ec�#.t�.�tt a� #:#�e #�.�'.�'.A. "Na�.lona�. l7�t��.gn � °�., <br /> ':�'�ec�.f.,t.c*r�h.t.o»" �� mnc��.���c� E�y �t�e U.Ei.C. f.z�x �1�. t��.zuc��ir�l �fmhPr �� � <br /> :cec�ul.remen�e, ,� � <br /> 3 . 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Glue-k�min���d ��ml��r�y buug�r�� Flr� A, I ."�.C.Lgr+�din � � � �, <br /> �t'am�l.na�l.c�ti 2d�'-��� �a� �.Lmpl� ���#t��t� 24�-V� �fvar cen��levezec! �� <br /> � �,�p�n� : t��y �QNd.#��.bt� ts� •tt��4 . � s � �� .�. <br /> Rre#t1�:��F�r�.� A�p��ir�ne� glri�d� tah�xe #�p��ed �,c� v.��w, <br /> �'��ir.4��t�n� .{s�.t�ttt A� x �T:C� �.it�pec��d.. Wr�p �ndi.v.idl�r�l, �t�mbe�re. <br /> ��ai �t�#�m#.�. �h�ipd�r�t��.hgd �'c�tr r�vi�a pr#oz �c� ��b;rlcx�lt�.t�n. � . <br /> ���.' ��" 2-11�-l.nc}t M�.di� t1x.��.�t� b1t�11 ��e Ir�cl�io��#.al gracle. <br /> {..� y � �k..`w � �.� p b �! ` a'JF <br /> ' �b .�i`i�{�C� �1l�,�.��y ��� �f1�.�.� � �.�� � .�� �?E#.�.� �.°,� ��J� �78.�. } ,j }�` <br /> �'�'��a � �' � � �; � �.� : �*.�yWt�txt�1 ' , t3ate f�/��f � <br /> k �,�r �� ftoa� �I�t�t����3.�tq �������.�1'�2" C--t� ��t�'LA�J� p�.�►wvod wl.�lt exkeriaa� gAuer <br /> � ;�-�'` s� � � �. � �� <br /> � ������k , � �� r, ��, �, � . ��1�. �U�e �r �ox p�n���.�ed zoai��� t ��f.1�.ng '�d @ �� o.e. �� s���� �� �`���'� <br />- � t� ` 1 f �' ;pr�r���. ed e�� 8c# � 1�" o.c, !�� �.n���n�d.la�� �ur��ox��. <br /> �'1�, � <br /> �ij �< t'� �, � <br /> �� 1fi°< �� � ���{� ���y ��al�f.locix nt� ta ba 3l4" ��t3 C-b .�Nm--h��t ��ywood w�.�lt ext�irl.aae gltse� ,' Drawn .� �"�; <br /> �` �� ��, �,�� 1 r��`��� �, z . 4#�/24 . t�.�tie ��r� nal.l. w�.�1� �flc# � 6" o.c. e�t pane�. �dge�, itic� @ � � r <br /> � � �, = t� <br /> ''a � - � � �0" t�.c. �� l�t��er.meti�.��e �t���p��'�e. <br /> =�'r���=�;,� � � ` � ,��� ��.. C�r�e�e��c� e�,�at�d 1�n��d o� ec�ual. �ti�ettg�ti may be �ub��i.�uted �c�r °��b <br /> � �"'�' �� ':��'`` ���'�,ywt�t�ci. � <br /> � �`�a�*'-�, '; � r� � l2 . ��~+�-f.atrx�.c�t�t3 meml,�er� .to h�r cie���.tjn�d hy e t�fa�li�.nt�Hv�t f3���e 5heet <br /> ° � ��` " # �l.egr��ed ��r.��cttt���. +�ng.ineer end ln �cco�c#�nc+� w.�tl� z��txlxemcrntq <br /> �, � ��, .� <br /> �' �' � � 1��,,; nha���. �3ul�m# � �om�l��e �1�opdz�w�ng� w��.1� �ngin�er'�' g�a�� for revf,ew � � <br /> r � <br /> `:. � �tx�.�xt_...�C� �ab�l.ca�f.vtt� <br /> % ' C}f �. Sheets <br /> 18 k 24 PizIdYTEp ON NO.t600N Gt.EAFlP'RIPli e �� ... , . �: <br /> � <br />