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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 /> ._ ___._..__ ..�...__ .__.�__ __._...,
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<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 . At 1 2-lnc1� �.�mt��r. f:a b� k�.ln c#zled. � � �
<br /> �1 . ,1c��.e�:� anr# �ef,i�e�r� �� l�r�v� _ 2�� �hl.ck ���.�.d bl.dck.tng �� .
<br /> �e�rp�c�r�e . � � �
<br /> `5+ L1oI��� �a be �znr,hc�red tg m�►�vn�y w��.lg w�'�!� �.0 g�. x t-1I7"
<br /> ;x�itl" et��l r��xclira�� ��t�.�h 2" Itvdk�} # d '--0" cs.�. max, Na�.l tc� jo�.etg � � � °�
<br /> �ar ���ackl.ng w�.�ti 8-�l,Od ti����. �, �
<br /> & . spl.ke �lt �.�m.�n�F:�t� mernl��r�i �c�g��ttex w�.�P� lUc� n�lle �� �.2" v.c. � � ��
<br /> ;e4:agger�d, 8pl�.ae .�r��e�.#�ntl.csn� t�� �ti�,�,c�ar�� canly� '"�
<br /> '�. Lamir���e twaa �till-�leeight ��t�de ta cxl�pl.e� ureder headere end �'' ��
<br /> • �bl.ock �c�.�.�.d �o b�r��ing: �3 � �
<br /> '8� �ravlc#� rst�� wd�ti�rz� �o� el�. bo�.�+� b�,aring c�n wc�adi. � �
<br /> 9 r �til t�d�.�.� ����9�1 ba �vrnmvit wir� n�ll�. � � �
<br /> i�t�. 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�, �
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<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 � �
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<br /> % ' C}f �. Sheets
<br /> 18 k 24 PizIdYTEp ON NO.t600N Gt.EAFlP'RIPli e �� ... , . �:
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