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'r�, - ' ' � � ,, . v:'1_,_ ­ ' � 4 . ' _ * ', ,, I � 4 6� 1 � __� - ml�4 1 - I . � � A-490, AND S LL HAVE DIRECT TENSIONLOAD I14DICATIIIG WASH.:_1S I - ,­ �� _ , _:, -, I I 1 40'= � .w� =) 0 � . #�; � ­ �"1_1�1��,_�,_11-;�__�,� . . _� � 2 - 1, ;.", - 1. FCr, 1�'l .5 ��-(:) �z P - , I I __1 , 11' I � -I. ­_ 11 - � � 1, =xc 109 � _ � . 11­� L - , � 1.� - I . 1. I A I HAS NOT BEEN I - L L- . � \ _s � �' . ".1 . I �, I " � - , I .1. k, 1. I . � I I � - I � . I t', __11 � 11 � I I- � , , 11z" 11 -_.. , I I . j - 1. I � - I _Nr PER DETAIL I I p ; __!­�­ .... .. , . I - 1 2 "i, �"� :� -1 , - -­ -­ I I � � I _11 ��_. . - . � , . � > I I 1� ­ I . , I . ­ I - -, � -1 -&-_11- J_ " . .1 I . — �, - _- L, I I TRACTOR 9 � � I - - ­'� - - . - - I . , i 0 f;o(::rl .-;R p v I c-= I . I 4�1_ I I I- i 1, - E i - ,_� , ­, ,�, "-r - -1 - 1: uwa, . ,-. � - -1 , . - � . - � - I : - - - * --o. . I __ -, I I __ �': . al . .. , . ."",­­ - I'll � , "I I - - I I I . _� L_ e , ,�s I . . ­ OL_ OPTION RE - 0 ­, I i- 1, � I - I - I 1, 1_� : � I. . �__ �� I:z . __ - c- I . .1 I t I I I , 1 1 w i , : .i� *­­ I 94G5. I ., , , I :,�'.,, , ' - 1�,_ - . IE . Q9, L�' 5 va LOW ;6 - - is It , '_ - � " e)CT"=9C' "E'LoWl r 115' - �:_ � - E-5 =_ i \ � \5 , , - , - , , -.,I- A�"' _ I - - " :. I . I � 11 � I- v 1: j I , 11 �.�, , j___v -.- - I - I I I � - . I . IL � I r6oll 1 IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE I -1 �-, -, - I - , - _ .: - . . I I _. __ I I _. -:, . ,. I - . 1. � � - __ -0 I I ' �'­,-_ � �­ �, - � I ­ I I . � vs 4 GZZ, / I I i I __ . I - �,_ , I , . , � - . I - - - ;z p I I 1, . I I , I 1 t ; -J i - I ­_ � - I ­ . .4 - . I 1- . - � , if) I , :jI . -1� " � � (:CSrrRAL_7%�R - - , 1�� :t:N =, e4. = �:.' � �� L - I 1. 1: I I � . ; - � I _% I E - � ,� "�, - _ ?, _ ,a; , - . I . I I .. __ �.e 51HOW N I F<1% 1-i Lj \ . i I i N 14 OF HIGH STRENG' ' 'H BOLTS . ., %,Z, - , � - IV _ ==g - , I PRIOR TO THE APPLICATION OF ALL SHEAR WALLS , I ,� . ��, : 1 , W �., I I I __Iow� . , . I 1 4 �:'_"!� 'I- , I , "' %.-.%.-o --o %.of , I . � . 0-0 I I =j I � . I I f �, u w 11 v", I ��-.� �, - � - -, I - I I -,- I - . t, �� N LOAD INDICATING WASHERS SPECIFI-D ABOVE: I I - , � - I � I - - I I I � 2 rn1.m31!___95 VMS -Tim I =__ . < - , 11 I � I _- - I � ­ I I - I I— I - I - - I I - I . �� I 5110 ,L_.,. j(N I . it I � CE � ­ - I . I I I - I - --1 -- I I � Iq - '' - - -1 � I_, �1, . , ­­ - - . - � -- _�;,� - '=- 5C­�', off, ­rlia;�,'� --.r5 mW, " ,)-\ 17 t , 1�'. .'� � '11_� _14� - ., '' FQR MAINTAWIWG­T�-. I a-- I \, I I- � - ­'­ ,� , : , op 7i it " --I lz,� I 1, I I -, � L - �1: �__ : � 11 - ­ I 6 I �_ I ! � � " _'' . I I - -MENCH. PROM CAVI NGr- I N U ?471 L'ALI�il ,­ . I - I I . � � I - I - �_l I - I . � 5G 01 I I LT AS M17D. BY BETHLEd':1,17,1 S' '� CORP. A 11 I - �-<,;- 1`�i,, � . 11 - � 6:-L.Ow F I rcpe. I , 1�7 � 4.5 m I tl!. . I A I � � -,­_� �: - I - I I I % __.,,r * . � I . - . - 11 I � I I : I I - I . Ll A— - I 11 . � 01 I I I i � .. _ I , . . � � .- I I I 6 " - - ; - _L_�. I . I i _ .1 54CWIU. le C4;M?L_=.7 �., MACKrILL- = I = -.9S.0 F 11G, I I 3 �_` I �. �0. .� -1, I . 1. - 1_ I � %.wft� I I i I ITTE S 11 I iiS ','-IFD. 13Y BRISTO__ 1111iCH-111P, 7) I I I I I ��*,,� I - 1. ­ - - . I . �'..,. * I -, A5 fi5l,R 501E501FICAT-ION5 I - . CE -i i4d L IZ�. STAY 5NGLE L-�YH=,s 0016.jl!�LE_ LAY��::. M � 1, . . I I- I . . I i I �,. - ,, ,�� 1. I I I I � 11 i � , .1� I ­ � I � I.. � I I . lie -%1_-1` 0 � �, =S�,- it - - . "TENSION CONTROL BOLTS" AS Mr, D. B_* LEJEUT1111, EOL'j' CO. : P �111111111111 z i I , I I - -04 UM7. I . ���� 0 1 - - I . 11 --_. __ - I kt ,�,�_ , . � I I I I I I . 11 - - I � I = I . & I I � � � � � I I COM IPACr= FILLo 907o Z)�-H!51-ly lkuwc- . . L" = 5 (2; x 54FN G �AM -:E -,=---� It �� C;,`,*,,-,1,-_'S� � I s-811 w"e I ­ -; 0, THE ABOVE ITEMS. I -i`i �' - I I � � I " - I � � , / Jh.6 \1 . 1 6. PIPE COLUI,LTIS SHALL CONFORT4 TO A.S.T.M. A -53-b (TYP'� - R S). . I I � � . � I I I r . '. - �' � W17HiN 81 � \\1% , Noo I I I 11 u d I ,,, - I I.:. I - , I " W=-L_L�_ � - - `Nf�-i� I W z I A7r=o eiiok�Jlu �AA� �= L I I o"cp 5L'= -_=v= I 0 L " = 4-�5;< &I -S, 0 At -1, E;= .1 �� �Y'Ae " I -1 � � " - � 1, I I . I I - __ . I .1 . I 1 � I � ­ - , . , ,. 7. TUBE COLUM111S SHALL CONFORIA TO A.S.T.M. -,, , . A -50C G Zj= B. �_ 11 "I - I 11 CRANEED 5�Hr)y CR 9FAIVIELI-Y '501L.- �10 I . - I voi;'-j .. I . HE A E �11111111111 cn I - I I � � I I..'' ..., I � ., - I � . I - I � I J , I . i ­ � I - . I - I . . I Iq . - . I �T, , � (x FI - I I � . I I . I I I I . I , . I I \ - I , - I I I � I , I I I I - - - '! - w g! § 11: - ,� I I . I I .1 I . WELDINU SHALL F, BY THE ELECTRIC SHIELDED ARC PROCES0, �011 _!, _ � I - � I "I I . 1. . - - - - '. 8. . - -�DE HAS ,1 :.�.� - - , '. .. - 1. - I I 1, I . � I . . .1 11 ­ .1 � I I 11 I I 'ERTIFIED WELDER APPROVED BY THE BUILDIIIG DEPARTME111-1. R. I U.1 a W, 9 I ��.�,, �, - � 1. � I . I I 1. �. I . ''I ., I � I BY A j i I � I Zo . I. I 1. � I I I I I � I I I . � . I � I R E . -1 I r� I - � 1, ''I -1 . I - I .. .1 _. I I I � -,. - , ,. - I I . I . I I . I I_— I . . - I rm = I I . .. ,-- w 1, I I L _­ I I I . I I � - i -1 � I - I I � . I I .1 I 11 p I I 9. WHERE FINISH IS ATTACHED TO STRUCT UR.AL STE3 PROVIDE 1/211 Z '- r, I � 11 11 __ I I -1 - � . I - I L 7 .' IT SHALL B E Z *Z ,,, I � I - � I . T 4'-O" O.C. FOR ATTACHI-I-Eff OF N�ILERS. SEE � - . I I . I BOLT HOLES A Lj 1_1 I CE Lu 11 I � � .1 � c - WH SHOWN HEREON _j 6 I -- � 1. ". I jp -, 10-. op - I . I . I W*- A� 115r__ I I R FINISHES. i ,_ � 'uj I . . Ase 7$t� �IN cg�z I G(:;fN7 N ep-. I I I I -T THEM FRO.M D-AM,,�,GE. THE CONTRACTOR 11 < s 81 d I . ..,f I = 0- I - I E a =) - - ..r , - - I %,(P. TR IEFN A\IA-nON � - _. - . � I 1 71"," F'1T=--F,5 TH��d , FOC�rn�G I I yT 7, - 3 7yp. t�f�f=p,�:o F007 NG 4 -GH STREINGTH BOLTING SHAL-_i HAVE - M b. - I ­ � - T - t: i., G � , N R -r ON,15 , ' , 10. ALL FIELD WELDING A111D If' 11 . I .. �. 1111 III _ w , . . I I - I I I . I � . I- -11 - . I I - I I . ON. -1 - '.1 _�, I I I � � I .. 11 . �, - I I I I I . I . I . I I I - I W ,THE COMPLETION OF THIS WORK. - � ,.­ I . I I I I .1 .11 I I I I � I I � I I . I ; . I'll. . I � - I I � . . I I � � I. � I . 1 0 �5 lid I I ­ 1 I - . � 11 I __ .� ­ . . , I . I � I - . � - ''I I I - I I I =:) 0- -_ ­ __ , . , I I I I � .1 �. . ,� I � . I I I I it . .1 I � I . I � I I 0: � I � t, . � I I 14 If 1 A I H I I � I- I I I I I � - - r , . I I- 4 ' -if BOLTS E IIISPEC- I # I . � I I ? I I I I t 6AW t�;'U i -1U_i50 W1 4 , INSTALLATION OF HIGH STRENG c'Hj,�L-L HAV ) . �_ I - �) - J. 1) I . . I I T I - �� - I _r " 5 tAA5 0.0, SHP,.L.LSK I I � � . TION BY A DEPUTY INSPECTOR. . � THi:.IR FULL WIDTH THROUGH ALL STRUCTURAL ELEMENTS 111111111111111110 0 � I .1 =)q, � C�5MEFN*r (390d . I I � I w I G , . , . K - _aj ,Wqq, � I I - I 11 I i� I I I I *j"10 **JjLb,.�.� . 11 I I I . FOR EXPANSION m I I I I I ., I - 5L-CCK6�c1tjL;-r ALT�FRWAM:5 QUICKJCN� (OR F, - .+j F=01e. �w D . 11 � E ERWISE . ­ I . - il . I I I 1_,� t WHESF- '2,'-c-_-) F_A-rmt�9310t�_. CAr4J<7r e5s 1 E HLL BE "ANGELES METAL SYSTE_%1Sll E RCHITECTURAL' AND STRUCTURAL � 2 �_ I I - I �'... . . ,� I I I I . 11 � � A"r CCLZ. I �e I I . I I � .4 .1 KE5--r KOLD Joist. N. S,� f=of, * [I- � 1* 15 � 5,A,. S,15 72 I - . - __ ArrAil-IER-0 _C01`4TIr�US e� A--3 F=,,c"K ^G__ ­ I -11 I T YPE Oil ARCHITECT APPROVED EQUAL. UNLESS NOTED I I .DRAWINGS AND SPECIFICATIONS. I 0_ I r�­­ - - I I � . I I . 4 . I F . 0) , I ­ __ � -S-ro- -HOOK I . 1 2 1 -1 I - �� . . 1� I I � I I - 2 F"ces1E5LF_ ii� F?tc;VIDM I � TERE H S N,OTED IN DETAILS. I � : . ,A,,= , ! I . I , . I I � . 1. I e"wf= , CALLZn rCS'. CN I � L I I 1iL_j W - I I r � I ­ � I I - .� 11 I � - . . � I I I _" : �u V) �: I . J CONT. BENT PLATES SUPPOTT-PING DECK 4 1 1 'q OF � 0, I � L - . NO't'L Ict-AN .-' I — I- + . , _�T__ - __ - __ I .1 I I Z A. COLD FORI,1ED WITH MIN. YIELD POINT I .- I � i , , I I I I ?F I I - I - i- - 11 I J I . I I , I I I I [ , I I - C+— li� L - C3 uj W 7 " I . I Fy= 33POOO P -S-I. I I . S,� - _14- 4 , ITT CONNECT -01 S F - E TO CL i : . I I . , --.L- ___L_ ___� - I o _j -1 - - I lzolm D 112.1 I i I I _! -2 I . 14. FULL PETIETRAT ION WELDED ?.OI,IC L I - I I L . � . � L .--mmw_� -.f1cc9T1RvL Ir 'r I 1" oq � -3 u I . - I I IS TO B hLL "'AVE , I I �JOIWT3 I e [ - � . ­ . � I ___1`1 j � COLUMTIS, COLUr.'Uil 1. V� 10 01 j oi-- - . NONDESTICICTIVE TESTING FOR COMPLIANCIE'S W1 r " I I L 1. � I I L I . - , -1 '2 1 _' A I ?TDARD . I -1f:4 1-9 UNIF0111A BUI.7,DI1lGj �ODE (U.B.C. ILID U.B'�.C. STA I . I . 1 10-wVICE5: 5!:�IIC 1 NG Cc- JOIN�� A5 r �< . �11 --*5:) s-,-:, 2722 (f), 4��,� Pn:;�;-F= ci --2, " �Ife��__oVF-�r , I \(�) I ) I I-,. � 'A, .A. I C.AL4_,==0 F -CR 8-Y' =CE5C5 OR A5 %=_,-'­'CWIs1 . I SOILS PILILIORT BY: "_,C�114\/E5F�, C,ON,5J�,TA't,�75 L L I . %..,I !s1r-�c__-4_r= r --1,,,:,T. -6. 1 � . NO .27 1 1 � � CW PLA�JZ. bU-r, WOT TO 5XCEZ MAX. .HooK I goo '%=_.,Jeo��o \ . . . � I ­ I - ..�� __ - 1- - ECT SPECIFICAT ONAL ,3TES I L EA SMA A'4 A.; CA �, i FO i'Q, 1�4 I A . � I -MOL, A�7�5 Cf= =C-Ctl 1:2, - -0 " - 01 0 I I i - I T T T I I I . ON 'F , _ %.O 1 5AW C U TZ5 TO 5-= �, -= 11-1 I I 1� I � __ 4_3 (�p S^�_IL= REQUIM, ITENTS, TESTING AND INSPECTIONS. ,�� �0" ,50-.,�-2151-ol .-44 1 1 . . I _ I I / I 0 c-ir442, ,Ar= I . . I I I . �� I . \ . ,--- G 1=^1 I __ . . I I I �, I I I I , j()1tQ1z : [� A _; WIT14N 2+ 01FZ C= POJRW(3 �5LA15, � - I � DA-Tso 1 t�15�71 Fo) I 11� ( � � � I - I � 11 I . I I � 11 . I - � I- ' o lr�rr. I I . 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Z IF AN�e W Slc:�ACISt,lro SrXCSSCZ ,50 PRCM . - . eacricr-J A " � 11 e I L I I L L - — - I I I .j I ; ccs1s�rv=c*j .jciwTz *m �,I�olrr I w1c* , L - . ­ . ql * IRO ICE SPACNIS CFJCI�l —1� I . . - I I . I ". 11 I L L 7%l(= Lib -p SPLICS I - I - I .1� _ cl�mp MURJI--�. I A5 CALL,eO FOR 5--r ff=e�C-,5 . 1. S ", I .Q,P, L41 I 0 OR 71 E5 I # � I F 0 R I'T'4 L L I I - Or Z I . 1 . ALL REINFORCING STEEL SHALL BE GFUIDE 60 EXCEPT & 1 1 '' L . I I � f I I � I I I W ,OR Ad -5HCW�J C�-J PLA�JZ � "I I - I cal.,lat MU c �, o I= f=S=,7- I � I M .SoT.11. I I 1, I . I & moo M COWTPOV. J04 411%3 ,AV- 2671-11) to EUT �JCT -,rC EXC=�_-o �-IA,X. I - I . - ,eD Fri JIF ,-ALL, � r - - � . �r, � . ,* 0 0� ALL. 1. .__ I - 5--�'ACSJG Cf= ,50 01. - I eF6X,'r_ ��K4eQ F,F_-MR ' `�' U_ `�' ' . I I � i. . , A615. oNJ_�_ vl�_'_�7 ..# . , . g eP- A 7 1 � 1�g VAALP5 PMP=*%J0CtIL*AA 7t Cat�g)=OQ 4D I �Q 7Z25 ' AZ _1�1 I L . I 1� - - __ - \ . Rik ^ 7r ,A�7 e>. I . � I % I . . I I A E USED ING OF . L I � 2. 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Ili' T,1ASONRY AND I � - I- I . I I . __ __ __ - . L --.-4s4,- __ I I I 3613AR DIA. Ill CONCRETE. . I I I I , I I ­-, . . I I __ . _­_ I � I - I , -_... ­ - �' I ,:�i_ - I - I I 'IT - 1 1 - _�r - oc - 4. RE ,'- . SHALL BE SPLIC7D ONLY AS SHO'41`1 OR NOTEP. SPLICES . ; � 4. r " - q I - I . I I I . . I - I . L . I . AT C�HER LOCATIONS SHALL BE APPROVED BY THE STRUCTURAL I I . I .� A � ; . I � - I � I . --I-- ;C- I ITFOR -IL""' SHALL BE CON- I S�_,_,,� , _ . CE1.1 I -----\ / -,-,\ /_11 -,) " --'I,.":--- - , ,�, i- . I I i Ovs,,R517_45 HOL-_= t (A - " ­ I L -'N',-,INEER. ALL VERTICAL '" LL , - I I 101 1,T 51?_t=,_ _- am5r_z"E�rr ,Ltl 1 T ,4.11 - . " _ rq� � � 411 . . NdO+ 11� - E5F I f r , 'a I I '_ YC�J4-Ll T I - I Ilt — -711 .... I - I , 4 I % . _r I I 11� 5 I I * / . �� I VI(a I wx I oval.R51 " \1 L I / I 11 A 6 _% * = 4- L�l ?7=_ - - - I _R� - � 4VTa�� ' I t, "� i. , ) i I @ L,� IkOICA70R � - -7 FM EMMOmal4rcr- 40�_z; IN 1� = I I 1. "I � 7�1 : . 7 _tj:� f� 11 I I I 1, � WA51Helq. . I'll . . . . , //// I WL70- USE ea4e=Ls Y4 F� J" - I " , 1.­� ___4 -LARG,EM4 __ __ .�, �� UNLZ!55 �OT�6Wee i .. WAr.-,-.' � � I ----------_,*"" ; L - - tAf<5._?e . - -=. I It (��) betvrt., WA6, 3ft, - , 9 NarEv. It 0 1 1 � I ' - LLLL MAC . I �,/ �� - � __ � 7 1 - K"t kR FA . - i (�) evkl* WH151`4 . _ I i,-� - I _. _j I �­ - - - I I ,� r- .1 -ne % " I , *�130:.O"!�) _ =� - " ; I I I ,--,,* I =.c,.;:h ow�r � r- 1% + � b] IP = ,A -F, 51Z- \ 0 i __L L v,r-_-;L0 (t -,It I H) - I I I I :7 � :: , ,; (� It � ,2 - - . .-, li 1� - I _.�. _o_ rf -7 " -rr,:�� I P! . Z� ; - I _=C� -:�: I c) 1. 1,� =�:! . - L -r I 1 ]-7 .1 THE UNLESS SPECIFICALLY APPRO'�`ED BY THE SHALL BE: . I - I - � - . 6w � - . . . E N ERTICAL WALL OR COLUMN REIITF. _�(_,��_��_� ,__." � � L.;� N H, N - CC� NO, 7��)P�-1 - I I . pvn I �r � � 1�4�p, �L�r 0 KDas, qr�Ao -1-41 : nil - __dCX _LAAK___ -1 or n Tl;_�r I - r? T _c TT -1 r� �[ A 1,T r) � 0 n I �Q,ft " - 1=1 , - - , ,_;=-�� , - , --�:1,1-_k /") C:;�l i 11 I - "I" -1 d� , . . Lj I -4 - �N -_,� j !=�- -.0 i-*% I - I - � - ------- T_ "Ill _%� _^ ; 4��. . l, 4A�k_ I . u ID LD 1.11-iiij 11AVL, A N-ll"t-LI'llulli ravtjL:ju .1.1ill 164 ki 1i 0 A L.- I I , lif V I - �_�� I -.-- - - __ -1 : - I I . - I a0o�:) F4e�l . ,::� - _ SM5�otvli mtlrr . � -Ilk - .- . A's. c -<:;,,4G. ov';_:-,-s, - ;�5� 05C, K I - I . . I 11 -,�f 7;��, ! (277 1 __ I �_ - _­ *6 E&R5 4 5WA.Lal-1114 . - --- I J. . I W �,._ me+�-�-F, 40 4IC74 0T'RSr�(5`Tk - _- ­ � . I t 4 � . �� .� I ,9-- =� 14(�) ,,_� i /L.. I I I N11155lu LAII Ne <:__�,<,E�:,_, FI �It� . . � I I .1 . . 1:,z �' �p L_ . nOL'r A5Tr� A!4�7' _DRS�_r 507,176 �5FLr,11:_:,1:;) FLAN 7. ALL R:EINF. ANCHOR BOLTS ,kIlD OTHER !IISERTS SHALL BE I I I I � . , � I , . . 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I I I I ;__.� , ­ _-, ­ ­ I I � I ol I YJA�&H Z -:-Q,, . , tLn 1< UP t -09 CONCRETE COj'1`T"TQU� - I w �. / N11k �11 i I- r� : 11,TS I , � . . � _< � - ri 2. 0 J PECTIOY' BY " DEPUTY INSPECTOR IS REQUIRED - � 1 2 1 , I I , I _�i " -I- I, - .t -i �. - I I I a - I 11 , I � lt'a,fe SA�i-.7"i - P, ,, Clj,��],N � . . - f �*. . . . � I . I I , - I It I � OF_,m;"LL'CONCRETEj I.J.t'. � 14T EXCEPT FOR SLABS ON GRADE . 1; / . / �4AC441t%�- 5OLT (M,,5) ,-'-rN \4.1174 14tlops_e) 07- I: Izo OR t_1o.q1= __ - , 10 - _ 3 �1 " . , , k-10 I I - I .f W r� - CLEAR I ., - / �q", i��', W-,.,H01R 5c�-7 6k P) �1== . I . I I t= I 11 DELO74 GRADE (FOR,T,IED) � . 2 " CLEAR I I I I I "111ir / . 111 � I . ­ 11 . v �� I..., I I 01 � �-__ _L__�: , WALLS � CLEAR IL E' -T - " -0 A.S.-I.M. C-� 50. I �': I I DIR -TSN:5�ON L-OAD Aoflgd-mam � lilt "LL CEMENT USED, --T,'T. j -) . / . - . - - / . 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I - I -j - =LICE75 ffo g2�?Rs IN "5 OR LARGER R EA I IlF. BARS SHIILL 40T BE, RE-BENT WITHOUTI I r I :;;7^k --o m � I - 9. I--, I I I . I I F-_ __\JER71CAL 1`05ITION . _. __ I T�l 1 5 . 7 OC"TlOi',,! OF COL I . I � � . � A - I I __ -1 . APPROVAL OF STRUC 1 � ER, . I �, .�� ILI FUR JOI I 1,ITS MUST BE A P PRO VE D I I ; � - --- - BY THE STRUCTUPj11-1 ENGIIIEER. - I , � Ij fj_� 1_4 I � I I . . . - iqz!!�AA I � I I I I I I � - I 11 � � I I- . I =1 I � I 11 H S I i I 0.,��. - I ­ 00 �_ - - ii � I , aL9LI- :EFval::;:::Dm.�� - - I . I I .- "i, - -1 T il-LESS I .or THICKINTEESS SHALL 11 E PD iLUCTU,_3_-'.L C O'N C . U1 - I ,,A:::2 I e - - __ � . I I � I � 95H �=q 11, . - - I - - & INSPECTION E JE 'ZI-PEC-IFICAL T Y DET"17EIT). - SEE MEECITHANTCAL A1,,TD/0R ELECTRICAL � . I I i , ;.*00 I I I zr:::_1o_ ]501 T ,.� 0 10 R W �.wo I -t — N cr i = r�­\ I I . i� .L .�'_ 1_�_ L4 I >a I ` � � l,,,.,,,rr � I T(i�� ovl�:_ P1,55 6,� , L.. - HCe'U55'= I ( ) 7 r I =.:' LoCkD I N - �Al`� - - I �l�llllll� , I - � . 0 1 " I �� - -.'v_u` S . FOH LOC�`TOIJ4 0 R ST : I - - ,,E -, V, E S 1. . I . - � - � I D' .r-' I 11 , I O I . I � . . I I I I I � I 57�5L f�. OR, ANeLS O SECTION 306 OF .'.H:-: 1985 UNIFORM'BUILDING CODE FOR AMPLIFICATION I I - � I I I . I I EE - 7 0 -,7�7-, STRUCTURAL CC'TC. IN SLEEVES BUT 111111111111111111 I e(aU.&,L, -7 :::',.A - I ( ' - L .1-i- � 1. 1� 9 . - I -1 I I , � , , � �_o k_11r :i A FZMA015 ___._1 - I . I . - --,Q,= ig;;,--- -1-0 ft FA . I � � I I I I I trmG AgC-4-1- PA.46P6. � . I I I I I . I - - I - I I . I I - I � . I I mi � I I 11111111111111111111111111111111111 I . I ' , I 1(a MN. , I I I _. �.. I I OEFI�E�..' I I YES RO I R RNERS. I � - & I - -FE Q AT ALL EXPOSED COI I I 9 � 0 1 1 � I I I I I � . � E a 8. PR 'VTDE 3/41' CH A M �L,­, I I I � : I � I 11 . I .. . 1. 11 . - A45 KE010 � 11 � ION &�APPROVAL OF ALL I I I . U . - 1 1 1 - I I I e5LA5 0,q GRAC�5 , - I I , � I - I I I I I - T . D"117,S. FOR MOLDS, GROOVES, ORNA��EITTS, . I I i� I � I I .1 � I I � a 'i - N . I , .1 I � I - - I . I -,-- .� ' �, I I I I I � - . I I f� 0 1 = 50 * I I - I A17 � - I i i I ' - ,"!:,Ss t�� N I I I I- I . ellvoB Za . . . �D I CLIPS 0 R GRO U' ,14 D 3 HEQ, I D TO BE CAST 1.1 CONC. I 4 D FOR I , , I I z I - I � 11 I I . I i 7T ,jISIT __ I I I - � 14 - I I I -111111 i a _�, 1(o �/o , I I I I A , 1:1L �. ­ IFIES AND SLAB DEPRESSIONS I it (D -A." ;,;;,C-2AR _W-=L_=c- ��,'ALL. te OdAd lf=',=_-� 1 3 CONCRETE: � I � I - — I * — � I . . I %.W N�11 - .� . . � I � 'i . 11 - I I ''I'llillillillillillillillillillillillill�����ililI I %.,= _ -7—ONTINUOUS INSPECTION F, TEST CYLINDERS FOR CONCRETE I I I I I jj%%%�� - � q, � I x z I � I -,-- w-iH. 'kw'e- ,= I I I E p TCRET " I aa �, I it� Acc-ORC*,', %_­ C:c�.W� . Z) 1.4 - /I--- 10. SEC -,TON, 26o, ' D) " ETITA L Tjt'�i T I 0 1,4; AND ACC, TANCE OF COIN E I . _w I , __ I I I. 71 � -1 T .1 - x ��� 11 4 � , . , =_ �� I ... OVE V I E %-%- — I v ->_ , �, ptl y ;k -b e f -d . I �2 U71T I I ilr:� � . , ! OF THE 11G,& INIFOR1,1 3'uTTLDING CODE IS A PART OF TI-11ESE - - I r I I � I . il T ITT i _r7TCATION*S ' 1TH THE FOLLOW' I - / '�FO' �_� � L_ - I -I 11 I .L J I , I io,C i'-%'�Z7, 2_7�� , �- _. SPEC G ADDITIONAL'MORE - - ­�' = I=i . � " 11 I i. t', t.- _ - I I I I : , I I � . 04. 16�oAe� 1 L. -I rk/, OF , I,;, 4. R E � .1 S I I � — I - . - - - _`%_� f's # W 0 ., \ lvi�� 1 �7� l,gU _ er- rl_- _"T I <:; I - La I I I ____ --./- 0 1 � .T I _,� 1� ,--L'Al ! a= i�J cc,., s I 11., v I HE" 1E N7 S . I I � �, � I I \ . ;z 'Al I , 1, ,� F:�;7q,--�71%,,/ 'N"17H' ' I a I `4i It - - - il , __ � I - , I I I I I . . ! , - � I I I I 1, I �1 , , I I I I - L_ — __ I * � I . I I � I I ____1 - � . I � �, 1.57 - j I E 0 1 . I I � I 0 'I � � 1� 6 1 e < Ix - I L T , .1vv PIN 0- i�Q _�20-b� -,-- .-"R=�szl=---.P-4;-,"�-�eal---i-lo�4-------.-- I I I I I 1 - I ly, I - __ 1 5.c ., - . r �­ -1 I I � I � I u - 11-4 1 1 F STEE RE I 'THE STRE,�T E i � r� I - ISIDER 'D . - I ,,, __ - I-,---- . - 4GTH J,E'�,TZL 0 �' TIT 1E ETI � � �� �_ Co�,TCR ,; ViILL BE CON I :-, � I I � . I I ,,- ,;; " 6z�uto�ee� a - I I I , o 5 1 �ZGO-5 (4) Z 1971 U-1b.c. - - I 0 T T � 47t I j � _. \ . I / I � I ENN EE � I A I H7, A��!:.Pj�GE OF TI -LE STRENGTH TESTS OF A � m .i , I I ', , I I e�2 c5`Y&,Ae WAR - cowr. I I - I � �4 L E Q Ui T.!7 — #-W ; -17,,TE� AREA OR PA" OR 13XCE'EEDS TIHIE SPECIFI11_:jD 1 7�1 c K 1,14 EF I ` I �� _,,TEj: )lm .j I 1 1.4 _t= - . � 7 Ml I I 'CA, I 2 Tv'TTH NO 1.?IDIVIDUi-�L STRENGTH TEST" im � � U3 .1 I UFA07URSD by MR5 lipuz_-,�­ �/, S -i A '. Ap,jAca,'�-j -iz� -,,r--,1_- wt -5__-_)____ 5. WELDING: - (� a) I ­ I . (�) i 11 F I I E E S T-1 R ENIC: T H A T 2_33 DA'IS, J_ I I 14 . -,W ��t v0W4KK7 (OR rQLKL) '54�K 1 :�SPIS,�7.== -10 A�4,-_) J=' -!D /671 , . 5 I AE OTvi THAT SPECIFIED. � L - � . . .1 - 41 5HALL. e�e Fit I .1 lii� Ej � UJ 5) 0 r . .1 - ISTING I I �_ 1� I I C:i�,::�<;::� I ESTINIG 0 NOMENT-R-E-S ,�4 11 I _� I', k t I *5 e- 1,��, ��- EA. N/VAY' . -1 �,s I,�If�lt,4641 . - �,. I - Aq, CD i K�-, i5'Q"­ I - %-I'- I � I I M I Lj I I I ��;i I � I ­­.- ES . 1 C3 � w � il I _. P.- * of -1 I 9weK C41AW i F -q-=_ al� I SPACE FRAINE ; ; - I %�j - �_� I CRAN - 0 � ,,'TILL 33E REEM10`11ED - T HE CO�NITRACTOR AND 'REPLACED �,%'ITH 1i I 11 - __ - .---.- - _7 - ' ` *!= ,� d,`, -,C: � ---, 0. ­ , ' 37 1 , � � -�i,,I�,�_ 1 ,,7 1 1 1-a'­1�1=.RA7jdjl:��r- -0=C1F-Z,.o- I L . M7 ­C I - � . . Zi ..... � � � I � � � 11 I � � I 6 I _7�t __ � , . . , I — I __ I � I -.1 ,� i __ _. I I 1 4 G 1 ! I ...... � =, .. / I . = &� CONCRETE WHICH, CONFORMIS, TO THESE CRITERIA. ' 11 I I . � I I � I . �� 111111-1-11 I. . ... �, I I i - IV � I I - I / !Zr,o-,5 tA+JD AW -5 C-:::;N_1r�,"5 01.7 - _M A-�,;D 0 1. t - -�9- 1 1 . I I I . I � I . i I . I . I 11111__ 3�i � I 1 410 6. BOLTING: ­ I � � 111 ... 11,1111, ftil I . 111 I I � ''I'll''''I'll,�,,��,���,���,�,�'ll''I I I .1;). .- - I I ,- . - 3 J � - I iiiiiiii�ilillilll�11111�IIIIIIIIIIIIII,�l���� � - 0 � REN 93 I . I 1 1�7 i 1' � 1�,v ..'', �. I I a F -111, ... �� 711.� ���� I __ _ __ . 11. a] I I � i � 11111111111 111111111.�111111111111111111 ill, I I 1111111.1.111.1'11111111111� _. . � 141=1% =L -,r . I 1 t�t B. . EXPANSION BOLTS IN CONCRETE OR �,IASONRY 0 1 1 1 � i _____� I 1 4& Ai.,. w _=Wo �5HALL =jL.,I C:o�_4,=�-,e� Y)!-1 � 4 I � FA1111 ... �� � I I I I I . - I I � 11 � � I I I tv � � - I L, � I � I . . . , I I �)T (�) - T =�, ; I . G 2 I i . . 'o,", I 1 1179 J-ezc- / �-2��C- e ,At-�t:7AQ,=:�77 A',,b I -Al - � w to 1=1 I i - 1. I � I I I . Awia claoi_= 5. I e . MASONRY: I I . I a , I I I . MP 7TNG OF MASONRY . 0 1 �m (V I . I i I I I - � 11 . I I . * I . - , a � I I . jj m 13 .1 �- I I � I (�) (:-,A I f=, GRI N !:> OrR e4;)USS -TO A L., I AM E I . . I I I . � I I - __ __ _.- -A - - - - - � N 0 05-- 7 ,� I I ___ -,-- Tyr_[(�AL __ ___ . - � _-, T_ __ - - 0 IJ IR -ti 5 � I I PCTIO 0 . - I I I I 11 � �_ i . � I . I I I � I � I . . =9 51CS . I I . I � I i I I I I . . I I e751:0rs5 VV`55L,01NG 07H;, I I 1 14 L� ;1 ­ I I . . I . .1 I 1, I � � .� ;� � � � I - - � . CRETE F -,*L: - . 1. < W to- I I , - I IL I I . I I I . � . I .� I - � I I u � I I � 11 I I � � . I � 1. I I T �,' S T & IN S PEC T I EL . I I I I . � I � I : � . I I . I I � - I z m � . . I I � I , , I I 0 . I I I I I . � _ . . . I � � - ' � < xx ul � I I . I . I I I . I - I DENT 1 F 1 C AT ION , OF STEEL (AF7TDAVIT SONRY � (D 5 �. .. I . I . __ I - - I A. MILL REPORTS E. � . — � I I I- I I . , . I I 715 I I r, . I _Ii�, � I I . 11 - I I LQ 2 Z W 0 � - I i I I - I �] I I 1� � � I I 4 * t: - _ . I- . I s ; ( � WIF-IL004!5 I -1 . CON ON BY A DEPUTY INSPECTOR IS I I _ry';" 5LA5 X—F)S_`0_5��I,,:A�5 � FAMF5 I ?I- TYt=,, GO�G, 57AIS5 O� GNACle � 3 I . __ _... I , 14 -ne 1�s6A , j . I I . 11 11 C) Z . i I I = I I'a I - - I I 1. ­ I I I I . . - I � I . I � I I I io. CTORS: (MUST SUBMI- CERT17 !CATE OF I I REQ'D FOR ALL MASONRY WORK. I I 0 IL 1. ,� ; I . 11 . . I - ! .- __ I - . I I I . I I I ,� ­ � I I I I I I � I - COME" IA.NC- I I - U. El J I i I � I I � I , I I I I I � � I � I I . . I - I A E - Ig :] L liiiiiiiiiiiiiiii 14 - ____ � I .m I ­ I � I - I/ :I x;/t1x 111-��l $ __ I � - .1 / /I I � I CONCRETE. fE*)jF_SD RLAT9c�� -r6, 1. GRA I I � i ., I I I if. I � - f t � 1, ,:-�; /,.� 11 0 ) I a � I I �, c - 0 .- ,::i . I I . . � I I . / . (SEE ARCH'L 'OR N 4 w , � 1 1 ,I---- - z. 0 I I ,,,, k�:` x 'y � - ­ I 11 I - ___ 4 'o I I I , I - . . I / � E - 'DENT I - I 1, u , ! I - I 4' . ! - - - - 1:. Al 7 TESTS AND INSPECTIONS SkALL BE P-.RF,',)RM_-D BY AN' 1NDEPEN -.1, I ­ � - - I � - I - I I STEEL STUDS ---� . I . L- - I . � I >. z ! I - I � I I I --t 1 � ! � I I AT MAX. 161, C.c_ I TIES I , I -';'.'SP;-:'CTIO% AGENCY. rOB SITE: VISITS BY -,--;-- STRUCTURAL ENGINEER *_ 4 . Im.. I I I � ­ I - . � I I I I �� f- I � . . . I / I � � I . i i� __ 9 ___* ,.-.-,*- - 1� I �/ _. .1 I I I I I . I I i - . I - I I I I I I I AXA" I I . ­ � " . 41 1 1 � M < a 1 � I I � ; -4- ­ I I I I 'd . �­ . � � - ; /m . / I — OR I I � I I *1 i IL 10- i i � I 1. I � I � .. . / . ' ' - I' IS T`lf- CONTRACTOR` SCLE REQPO�SIBILITY TO = 7HAT M 11 (A �14 v . � V � I I I I � _ NOT;r: 1. -1 I D BLOCKS TO ACCO"PLISH .1 � I , - � - - ? - I 1 2� L . I GROUT SPACE STONE UNITS - I I .- -:, T 0, - -, E.: � ::� -o i � �.:-, �, 1) . . , i 11 w - ; � I I I -1 I � I I I * - . I- - I .1 I I I I T;!-S�_- T_-�z'r.,,� AND 7NSP�-:c � ._� .�'fi� _. - - . � I , . I I 11q_ 0 -a , _ I � , r- I MIN. I" THICK — I I N - - - j � I � I � // / , � � I I I .-. I I I I � I - I - _-1 I I I _." . , I � , . ) REINFORCEMENT, I I I - I I I ;1 2 . � � 8 . I I I . I I - �2 -4( .a x 1�ci" 11 if , )I !I o- - 1%2 A I . � - I � I I / / I 3000 P­.S.I. PE - . . I I I 1 �,_ , . , f I i .- .d.- I A; it , / / NOT LESS THAN � I � I I I I I , I �� .� . .. . IONS. 0 4 1 '104,�z ! '(ax 1 -0 (j - 7;)'7AL) L4 1. j 1-ce � 4. ;11 . .. 2" X 2"X 16 GAGE I .-- -� ; 2 7;4 1 1 1 i �� 1--� KJI,� x C -c ) 11 6,1" 0 [� , � I _� �4 .. ---.I- I I � 101 .41 , Co� cicf;Z�4r__� i I 1-1-1 " I I n I . . - I I SPECTF I CAT _L I ��,� ..... I'll I I ­- 1 .-7 , . I I . I - I 'I ei I 1,) .- .0. I 1� � CEMENT GROUT � I // GALVANIZED WIRE (SEE ARCH'L AND OTHER STANDARDS FOR ADD'L) I 0) � . � I -i -1 � i ,- C, 4 A M=,! 5.7 0- 5 -:71WAr Q � ;f )� . - I . � PLACED TO FILL TIES MESH, WP. PAP ER- I I � � ' I � E I I 7 .1 I � I � I - I SPACE INTIMATELY I . / I/ � - I . 1 T E: 3000 P.S.I. PER PROJECT . I (o SIGNEO By � i j , I I . I . j BACKED, ANCHORED U.N.O. NO I I I I I . I . �t_� I _ I � ( ) I AROUND MESH AND . ! I TO WOOD STUDS W/ T = TOP I 1 2 0 . , - I . I �� I q - I . - , ) I I I - I � . 1. I I ! . . � � T I I . J.;- - I I I i- I .1) I VENEER FACING I I il! GALVANIZED STEEL = I I � , oz I ; I . �2 �� ,< I - 0 1 I I , - �2 ,,e I -o! B BOTTOM -7 . : . I I 4 � J .- . - I ! 5. CELLS SHALL B_E_11� -VERTICAL ALIGNMENT TO PROVIDE 'N ORAWN BY - I . 1 1 1 -1 ----- � , � / I I m . . � I � - I I I .%lT�1I%IUM UNOBSTRUCTED F X3". DOWELS I ) I/ - - ��;` x I - c� /­Z:z�— ___fmm� I WiRE FURRING B. PL = ,�_ . - - __ o w - �5e,5 1 ( 1+ - TC -5A L) 1 4 � ( � - -1 g -IAL) I ." iT NAILS AT 4%,C., OR W/ A.B. = ANCHOR BOT� I . � ,j . __ 1 /,, I .1 I I It I I it ZI VERTICAL SUPPORT w � .L,, I . LL BE SET TO ALIGN WITH CORE i 1 �51 1 �,- 11 - I I GALVANIZED STEEL � 1 7 - 1 �51 4E� .1"7 1. 11-4 v I . , 5 1 v-::: S, 6 k ,'/�. V I . I I .-J . I I/ / iff /f BARBED NAILS C.j. UILNT I I EI 3 SCALE � . I . � � � I � 10 I I I I AT 6" C.C., AND, AT LT., WT. - LIGHT WEIGHT (CONCRETE) I I - 11 2 1 1 1 -w I . I I I I � I I TOP AND BOTTOM H.R. CE:T - S . - - w NOT 70 S:X= I I I � � I I I I / I 11 � I I A_ I , I I if � 1 1_1� � � f ! � � L�.i! � /) , I - --a I , ---a W1 NOT LESS THAN GRD. BM. = � I 1 1 , I - i i _T A /t� I � - - PROJECT NO. L_ I I ! /_ .. , fp, ,,(,��,,,< �!=' x n J � ? d) I--. ,,kiax I � 4" � - x 11 . T. 0. F . - - � 11 - I I I I � ..� � _11#11/ I .1 - I 8 d COMMON WIRE I L, I I - I Of � /01"y - - lit - - ------------*-- , � . + i I .A. -7 r_c�;7f�_, COSNC�� NAILS AT 8"CC., = F- - - - 1 %._1 0= CICIS _=."e� � I ! F:;�� i 1 -0 S'7­71"PTI G � k- - - - - 1/oclo _- �4 I\ i I AND, IF OVER WOOD F.O.0 ­_ ­ i4 - - __N OF BL='S. 86001 1 1 1 -jo I 0 - ; I - - I ! I I , I I I 11 . -= __ _1__Q . SHEATHING, W1 * 1. I SHEET NO. I - / I cp I � ,Re - - -1 / .I- F. O.,M * I I 71 -1 = � � � --14- i - - � i i c 1 114 � 1=5v,11e__ � � - 1 iros, �4 .4 P, = � . , r,=4: T I 14 J �, I 16 �l � I . .O.S. 1 7 - _r �7_01DCE"ENIT QH'L_ HAVE NO J 0 - 1. "I FURRING PROVISIONS 8. _:�_L�Ll `,,'77'.�­ICAT� WALI R n' 0 ; I - __ - .6 __ & . L ­ I il _L��_ ­­,­.- - "', - - L - 1 FOR GROUT P -S. NT I . , - Z i . � � -1 �L_ L- ( ", - ',, -_" ,-'- ` C, '_ S , T I m � � I - - S: L I .w� -A __ - _ � _; - - - , __,� - - � ,,, U, NL:] S S Y 1 &� I E% %T�-Ep I __ I I \ __ ...... - � EMBEDMENT, OR, N.T.S. _ -7D BY � HE QTQT�C­_'RA�, NGIIN - - -1-4 � li% _��Li I . I . ­ _' __1 ,� - - ­ --'-, -1 I- I J**-..' d _­ao ( ) , � ANCHORED TO , = T Pe, - I . (E) ( ) I � I'. 0 , W. I I � TOP OF �IA L 1-1 � I I I I I I I I I 11 .1 � I 1. I I ., , . I , . I—- 11-1-1 � I—— 0 , I I I I . . . 11 I 11 I � II ' I . I - I . STEEL STUCS W/ ' N.T.C. I � . I cin w G:� � k� -- ­­ - - I � I I � I - . . . I EQUIVALENT r, _'CE 11 11 . ­ I 11 � I \�) I . _.F. = EACH � I I I �D I � . WIRE TIES OR I E t_1 I W a I �. - 1�0 . . . � - I . . I I I . I aTTACIHME"T. I I �!L. I I I I I `1i I I I � � - , i I I I � I . N. S. . I E Q ' I . - I L � I I I F*S. = I I I � 14 M OATE - I 1 -7-- . I - I I I I I I I (D r =-.I 5,P&.0 it - -1 - I C, __ _ - I - I I I I "I cm I . � . - . � � . I � I . - I � I . I - . I I I ( I I . - I I � I I I I I I � I - I I I I I I . I I 11 I I I I . . . I 11 I I I I .1 I I I I I I I ­_ � __ � _ .------ __ . . 7 1 1 11 I . I . I I I I . I � � - - i� I 1. 1 /��(2771 11 - ­ 11 - __ __ - -1 _. 1_ . _ - _ - I - - I - - I - � - - I - � I - __ I - - __ ­__­ -_ - � _­ --,---- - � �----�--,---�1--�-.--�-�--------------�,-----�--,---,,.-.----",---.--� _­______­________ ���l----.,-----��l-----------.-��---�. _­_.­__ ­­ 1. .1 __ ­__ � ___ I------ _­­­ I—. I - ­­ _-._-___j 7"'� 0 t 02 1 . 1. I E S SHOWN IN THE DETAILS. L --u- ii 1� .1-t _�'j i Vi I I 1. , I I I I - AL V IF. SHALL HAVE E - I E E S T L F-OTlDA.TIO1lS, I& -HE MI111TIMIUY1. ULTIM.AT- COMPRE SSiV TRFNC-7�1 AT 2 8 DA YS I THE UNLESS SPECIFICALLY APPRO'�`ED BY THE SHALL BE: . I - I I I - 0 1__� I - �5La�5 - c.';�q - 6,11�40 S . . . . . . I . I . 1 �2c��u It I � �, I - ,,_,,��1_111��r,_11�1.1 , I . I . I I 1�� I � - . F�j 1\1 C;47(�.)q, 1-0 I 500C) 1 'INF. 1 - - BARS SHALL BE ,,- .� c-- 7,�,�__', E C'�'TIT HORIZ. WALL RE r - -rs c-" i -/I ,� , . , � , , ( - ._� t u, , � I 1 4 , (,�5 1 I 1 1 1 ,�� IT --,r jq'_,#js<5 _, STAG ERED 4' - 0" MIN12,1UM UNLESS OTFERWISE TOTED. I I . , 7_>�) C�5) � ": �_�' i I = (:>57 ',:::�\=517'551=_�_ fzlw�- (90,Roc_,)��5_5(�/ , i 1 � ... I V !I; FOOTINCS AND/OR GR.�DE BEAMS THE SAME Flsa�,Aerr ,_ 0 �.__��t:_:o cl��W;,- se�,A�JK!5 40c�,, I,' � ___f;�F __111 _�_ - Q,." F,�� I � � . . I A - � - . 6w � - . . . E N ERTICAL WALL OR COLUMN REIITF. _�(_,��_��_� ,__." � � L.;� N H, N - CC� NO, 7��)P�-1 - I I . pvn I �r � � 1�4�p, �L�r 0 KDas, qr�Ao -1-41 : nil - __dCX _LAAK___ -1 or n Tl;_�r I - r? T _c TT -1 r� �[ A 1,T r) � 0 n I �Q,ft " - 1=1 , - - , ,_;=-�� , - , --�:1,1-_k /") C:;�l i 11 I - "I" -1 d� , . . Lj I -4 - �N -_,� j !=�- -.0 i-*% I - I - � - ------- T_ "Ill _%� _^ ; 4��. . l, 4A�k_ I . u ID LD 1.11-iiij 11AVL, A N-ll"t-LI'llulli ravtjL:ju .1.1ill 164 ki 1i 0 A L.- I I , lif V I - �_�� I -.-- - - __ -1 : - I I . - I a0o�:) F4e�l . ,::� - _ SM5�otvli mtlrr . � -Ilk - .- . A's. c -<:;,,4G. ov';_:-,-s, - ;�5� 05C, K I - I . . I 11 -,�f 7;��, ! (277 1 __ I �_ - _­ *6 E&R5 4 5WA.Lal-1114 . - --- I J. . I W �,._ me+�-�-F, 40 4IC74 0T'RSr�(5`Tk - _- ­ � . I t 4 � . �� .� I ,9-- =� 14(�) ,,_� i /L.. I I I N11155lu LAII Ne <:__�,<,E�:,_, FI �It� . . � I I .1 . . 1:,z �' �p L_ . nOL'r A5Tr� A!4�7' _DRS�_r 507,176 �5FLr,11:_:,1:;) FLAN 7. ALL R:EINF. ANCHOR BOLTS ,kIlD OTHER !IISERTS SHALL BE I I I I � . , � I , . . I . - . , ---7/11 E 1,3 e�l 11u(:_rjkiiNL 1��_A�� -7 1 1 . 2 D CON(" . -a . - � 54Fr.-.;) IN PC_iNIZO�Ml_ '1/ 4-�::)":,:'r.�s=_,4� S ECUR-ED IN PLACE I RIOR 10' PLACING' � . 4000 F-- - I / ...*, � ot;k. A41,410 I I . ..I � "... - L . I I I A -1 I ,I 0 MASOINRX. ­ 11 I I I . I � I I Mlo,j 0 . I - - I . I., I . . =3 ___ I ) . I I !- - ft�5(`T4N / /Z k - L_� - � . I I I - 1. I - . � I I . I I I I I I I I I I I :,. i I - ��,­, 1 ,7----- 9 I ,i!� � I I � I 11 . � I I I - I 1: I 11, I i _', I " . I . � �. I . i4AACet�S-0 I L � � I � , I � 11 1. . I I 1. ; �. I I I I � I I � - -E COVERING 0, I I � 1; I . � . i � � I - VIDE IjT1- E 17 - . - I eNoTrARout4o COLT N 50 1 v E THEFOLLOW MINIMIUM PROT - CTIV I _11�1 16',000� ;�? ­ I I � -I M, I - I � ;_ 8. PRO� � iL; L . � i .1 I I . I � I � I I P. �, ��, vz. I I I I ;__.� , ­ _-, ­ ­ I I � I ol I YJA�&H Z -:-Q,, . , tLn 1< UP t -09 CONCRETE COj'1`T"TQU� - I w �. / N11k �11 i I- r� : 11,TS I , � . . � _< � - ri 2. 0 J PECTIOY' BY " DEPUTY INSPECTOR IS REQUIRED - � 1 2 1 , I I , I _�i " -I- I, - .t -i �. - I I I a - I 11 , I � lt'a,fe SA�i-.7"i - P, ,, Clj,��],N � . . - f �*. . . . � I . I I , - I It I � OF_,m;"LL'CONCRETEj I.J.t'. � 14T EXCEPT FOR SLABS ON GRADE . 1; / . / �4AC441t%�- 5OLT (M,,5) ,-'-rN \4.1174 14tlops_e) 07- I: Izo OR t_1o.q1= __ - , 10 - _ 3 �1 " . , , k-10 I I - I .f W r� - CLEAR I ., - / �q", i��', W-,.,H01R 5c�-7 6k P) �1== . I . I I t= I 11 DELO74 GRADE (FOR,T,IED) � . 2 " CLEAR I I I I I "111ir / . 111 � I . ­ 11 . v �� I..., I I 01 � �-__ _L__�: , WALLS � CLEAR IL E' -T - " -0 A.S.-I.M. C-� 50. I �': I I DIR -TSN:5�ON L-OAD Aoflgd-mam � lilt "LL CEMENT USED, --T,'T. j -) . / . - . - - / . I= _r ___�,_ _E�� :S� i —A I I I COLU7,11,iS IT I it CLEAR 1 3. �_�,_i_� COIJIFORM T _- - I j, - *. / \\\,,- 4CCHCR r_-7-E�F ol;k =,_,L,Cr =,=10 �CL-=­5 �yW� a�F I leSO ;17��, # 11 - ' I I I I , ...1. I A�L,LArja - 2 I vl ,C7 'EAR ­ - I - / NJ -7H ;4lGp�, - t "s 7t . B E --A? -`D AliD GIRDERS � - -2- _� I I � � I � I WA5H S R �', , A . . 1-4 1:?Iy #- -.-, _. � -I - ,,7 1 � ., . :,a. .. / I - . '_ ��,&\/l G17-�D ��' �4 Ill . :e I 1L. FI111TE i�ND COARSE - --:-7- _D 7 C 21. T E SH ALL CONIFORZ,11 TO .S .T_ .",-* / . . . ]��ce;io� I IR y - 57S -=-L- 70 Cc�IC, 6, VAeC I t�57 *11 I il- ., ST - 1 311,11 1 � ­­� I I . . 4. l 1 -, 12 1 - STDTjCT1U3AL ijAB (ABOVE GRADE) CLEAR I . ... I I . . .- - - ­ I I � I I I I u � I I I I ., - � � =Z� � - - C-33 9 . t . I I -FR5 AS 1\� =0 7 PZ' �A , � I I - —, ­ .-.z - - ____ I � 7H Z< 10- WA &, 4 = =LZr, = - � �, = � � // 0 I , __=& I I I , � I I , ZRISNE57H 50L;15 - I . � - 0 SEU I ,5u77 1 IT - . - I . . =6_7 AF—,=M ='.K–=C7,0N- . . I - I -j - =LICE75 ffo g2�?Rs IN "5 OR LARGER R EA I IlF. BARS SHIILL 40T BE, RE-BENT WITHOUTI I r I :;;7^k --o m � I - 9. I--, I I I . I I F-_ __\JER71CAL 1`05ITION . _. __ I T�l 1 5 . 7 OC"TlOi',,! OF COL I . I � � . � A - I I __ -1 . APPROVAL OF STRUC 1 � ER, . I �, .�� ILI FUR JOI I 1,ITS MUST BE A P PRO VE D I I ; � - --- - BY THE STRUCTUPj11-1 ENGIIIEER. - I , � Ij fj_� 1_4 I � I I . . . - iqz!!�AA I � I I I I I I � - I 11 � � I I- . I =1 I � I 11 H S I i I 0.,��. - I ­ 00 �_ - - ii � I , aL9LI- :EFval::;:::Dm.�� - - I . I I .- "i, - -1 T il-LESS I .or THICKINTEESS SHALL 11 E PD iLUCTU,_3_-'.L C O'N C . U1 - I ,,A:::2 I e - - __ � . I I � I � 95H �=q 11, . - - I - - & INSPECTION E JE 'ZI-PEC-IFICAL T Y DET"17EIT). - SEE MEECITHANTCAL A1,,TD/0R ELECTRICAL � . I I i , ;.*00 I I I zr:::_1o_ ]501 T ,.� 0 10 R W �.wo I -t — N cr i = r�­\ I I . i� .L .�'_ 1_�_ L4 I >a I ` � � l,,,.,,,rr � I T(i�� ovl�:_ P1,55 6,� , L.. - HCe'U55'= I ( ) 7 r I =.:' LoCkD I N - �Al`� - - I �l�llllll� , I - � . 0 1 " I �� - -.'v_u` S . FOH LOC�`TOIJ4 0 R ST : I - - ,,E -, V, E S 1. . I . - � - � I D' .r-' I 11 , I O I . I � . . I I I I I � I 57�5L f�. OR, ANeLS O SECTION 306 OF .'.H:-: 1985 UNIFORM'BUILDING CODE FOR AMPLIFICATION I I - � I I I . I I EE - 7 0 -,7�7-, STRUCTURAL CC'TC. IN SLEEVES BUT 111111111111111111 I e(aU.&,L, -7 :::',.A - I ( ' - L .1-i- � 1. 1� 9 . - I -1 I I , � , , � �_o k_11r :i A FZMA015 ___._1 - I . I . - --,Q,= ig;;,--- -1-0 ft FA . I � � I I I I I trmG AgC-4-1- PA.46P6. � . I I I I I . I - - I - I I . I I - I � . I I mi � I I 11111111111111111111111111111111111 I . I ' , I 1(a MN. , I I I _. �.. I I OEFI�E�..' I I YES RO I R RNERS. I � - & I - -FE Q AT ALL EXPOSED COI I I 9 � 0 1 1 � I I I I I � . � E a 8. PR 'VTDE 3/41' CH A M �L,­, I I I � : I � I 11 . I .. . 1. 11 . - A45 KE010 � 11 � ION &�APPROVAL OF ALL I I I . U . - 1 1 1 - I I I e5LA5 0,q GRAC�5 , - I I , � I - I I I I I - T . D"117,S. FOR MOLDS, GROOVES, ORNA��EITTS, . I I i� I � I I .1 � I I � a 'i - N . I , .1 I � I - - I . I -,-- .� ' �, I I I I I � - . I I f� 0 1 = 50 * I I - I A17 � - I i i I ' - ,"!:,Ss t�� N I I I I- I . ellvoB Za . . . �D I CLIPS 0 R GRO U' ,14 D 3 HEQ, I D TO BE CAST 1.1 CONC. I 4 D FOR I , , I I z I - I � 11 I I . I i 7T ,jISIT __ I I I - � 14 - I I I -111111 i a _�, 1(o �/o , I I I I A , 1:1L �. ­ IFIES AND SLAB DEPRESSIONS I it (D -A." ;,;;,C-2AR _W-=L_=c- ��,'ALL. te OdAd lf=',=_-� 1 3 CONCRETE: � I � I - — I * — � I . . I %.W N�11 - .� . . � I � 'i . 11 - I I ''I'llillillillillillillillillillillillill�����ililI I %.,= _ -7—ONTINUOUS INSPECTION F, TEST CYLINDERS FOR CONCRETE I I I I I jj%%%�� - � q, � I x z I � I -,-- w-iH. 'kw'e- ,= I I I E p TCRET " I aa �, I it� Acc-ORC*,', %_­ C:c�.W� . Z) 1.4 - /I--- 10. SEC -,TON, 26o, ' D) " ETITA L Tjt'�i T I 0 1,4; AND ACC, TANCE OF COIN E I . _w I , __ I I I. 71 � -1 T .1 - x ��� 11 4 � , . , =_ �� I ... OVE V I E %-%- — I v ->_ , �, ptl y ;k -b e f -d . I �2 U71T I I ilr:� � . , ! OF THE 11G,& INIFOR1,1 3'uTTLDING CODE IS A PART OF TI-11ESE - - I r I I � I . il T ITT i _r7TCATION*S ' 1TH THE FOLLOW' I - / '�FO' �_� � L_ - I -I 11 I .L J I , I io,C i'-%'�Z7, 2_7�� , �- _. SPEC G ADDITIONAL'MORE - - ­�' = I=i . � " 11 I i. t', t.- _ - I I I I : , I I � . 04. 16�oAe� 1 L. -I rk/, OF , I,;, 4. R E � .1 S I I � — I - . - - - _`%_� f's # W 0 ., \ lvi�� 1 �7� l,gU _ er- rl_- _"T I <:; I - La I I I ____ --./- 0 1 � .T I _,� 1� ,--L'Al ! a= i�J cc,., s I 11., v I HE" 1E N7 S . I I � �, � I I \ . ;z 'Al I , 1, ,� F:�;7q,--�71%,,/ 'N"17H' ' I a I `4i It - - - il , __ � I - , I I I I I . . ! , - � I I I I 1, I �1 , , I I I I - L_ — __ I * � I . I I � I I ____1 - � . I � �, 1.57 - j I E 0 1 . I I � I 0 'I � � 1� 6 1 e < Ix - I L T , .1vv PIN 0- i�Q _�20-b� -,-- .-"R=�szl=---.P-4;-,"�-�eal---i-lo�4-------.-- I I I I I 1 - I ly, I - __ 1 5.c ., - . r �­ -1 I I � I � I u - 11-4 1 1 F STEE RE I 'THE STRE,�T E i � r� I - ISIDER 'D . - I ,,, __ - I-,---- . - 4GTH J,E'�,TZL 0 �' TIT 1E ETI � � �� �_ Co�,TCR ,; ViILL BE CON I :-, � I I � . I I ,,- ,;; " 6z�uto�ee� a - I I I , o 5 1 �ZGO-5 (4) Z 1971 U-1b.c. - - I 0 T T � 47t I j � _. \ . I / I � I ENN EE � I A I H7, A��!:.Pj�GE OF TI -LE STRENGTH TESTS OF A � m .i , I I ', , I I e�2 c5`Y&,Ae WAR - cowr. I I - I � �4 L E Q Ui T.!7 — #-W ; -17,,TE� AREA OR PA" OR 13XCE'EEDS TIHIE SPECIFI11_:jD 1 7�1 c K 1,14 EF I ` I �� _,,TEj: )lm .j I 1 1.4 _t= - . � 7 Ml I I 'CA, I 2 Tv'TTH NO 1.?IDIVIDUi-�L STRENGTH TEST" im � � U3 .1 I UFA07URSD by MR5 lipuz_-,�­ �/, S -i A '. Ap,jAca,'�-j -iz� -,,r--,1_- wt -5__-_)____ 5. WELDING: - (� a) I ­ I . (�) i 11 F I I E E S T-1 R ENIC: T H A T 2_33 DA'IS, J_ I I 14 . -,W ��t v0W4KK7 (OR rQLKL) '54�K 1 :�SPIS,�7.== -10 A�4,-_) J=' -!D /671 , . 5 I AE OTvi THAT SPECIFIED. � L - � . . .1 - 41 5HALL. e�e Fit I .1 lii� Ej � UJ 5) 0 r . .1 - ISTING I I �_ 1� I I C:i�,::�<;::� I ESTINIG 0 NOMENT-R-E-S ,�4 11 I _� I', k t I *5 e- 1,��, ��- EA. N/VAY' . -1 �,s I,�If�lt,4641 . - �,. I - Aq, CD i K�-, i5'Q"­ I - %-I'- I � I I M I Lj I I I ��;i I � I ­­.- ES . 1 C3 � w � il I _. P.- * of -1 I 9weK C41AW i F -q-=_ al� I SPACE FRAINE ; ; - I %�j - �_� I CRAN - 0 � ,,'TILL 33E REEM10`11ED - T HE CO�NITRACTOR AND 'REPLACED �,%'ITH 1i I 11 - __ - .---.- - _7 - ' ` *!= ,� d,`, -,C: � ---, 0. ­ , ' 37 1 , � � -�i,,I�,�_ 1 ,,7 1 1 1-a'­1�1=.RA7jdjl:��r- -0=C1F-Z,.o- I L . M7 ­C I - � . . Zi ..... � � � I � � � 11 I � � I 6 I _7�t __ � , . . , I — I __ I � I -.1 ,� i __ _. I I 1 4 G 1 ! I ...... � =, .. / I . = &� CONCRETE WHICH, CONFORMIS, TO THESE CRITERIA. ' 11 I I . � I I � I . �� 111111-1-11 I. . ... �, I I i - IV � I I - I / !Zr,o-,5 tA+JD AW -5 C-:::;N_1r�,"5 01.7 - _M A-�,;D 0 1. t - -�9- 1 1 . I I I . I � I . i I . I . I 11111__ 3�i � I 1 410 6. BOLTING: ­ I � � 111 ... 11,1111, ftil I . 111 I I � ''I'll''''I'll,�,,��,���,���,�,�'ll''I I I .1;). .- - I I ,- . - 3 J � - I iiiiiiii�ilillilll�11111�IIIIIIIIIIIIII,�l���� � - 0 � REN 93 I . I 1 1�7 i 1' � 1�,v ..'', �. I I a F -111, ... �� 711.� ���� I __ _ __ . 11. a] I I � i � 11111111111 111111111.�111111111111111111 ill, I I 1111111.1.111.1'11111111111� _. . � 141=1% =L -,r . I 1 t�t B. . EXPANSION BOLTS IN CONCRETE OR �,IASONRY 0 1 1 1 � i _____� I 1 4& Ai.,. w _=Wo �5HALL =jL.,I C:o�_4,=�-,e� Y)!-1 � 4 I � FA1111 ... �� � I I I I I . - I I � 11 � � I I I tv � � - I L, � I � I . . . , I I �)T (�) - T =�, ; I . G 2 I i . . 'o,", I 1 1179 J-ezc- / �-2��C- e ,At-�t:7AQ,=:�77 A',,b I -Al - � w to 1=1 I i - 1. I � I I I . Awia claoi_= 5. I e . MASONRY: I I . I a , I I I . MP 7TNG OF MASONRY . 0 1 �m (V I . I i I I I - � 11 . I I . * I . - , a � I I . jj m 13 .1 �- I I � I (�) (:-,A I f=, GRI N !:> OrR e4;)USS -TO A L., I AM E I . . I I I . � I I - __ __ _.- -A - - - - - � N 0 05-- 7 ,� I I ___ -,-- Tyr_[(�AL __ ___ . - � _-, T_ __ - - 0 IJ IR -ti 5 � I I PCTIO 0 . - I I I I 11 � �_ i . � I . I I I � I � I . . =9 51CS . I I . I � I i I I I I . . I I e751:0rs5 VV`55L,01NG 07H;, I I 1 14 L� ;1 ­ I I . . I . .1 I 1, I � � .� ;� � � � I - - � . CRETE F -,*L: - . 1. < W to- I I , - I IL I I . I I I . � . I .� I - � I I u � I I � 11 I I � � . I � 1. I I T �,' S T & IN S PEC T I EL . I I I I . � I � I : � . I I . I I � - I z m � . . I I � I , , I I 0 . I I I I I . � _ . . . I � � - ' � < xx ul � I I . I . I I I . I - I DENT 1 F 1 C AT ION , OF STEEL (AF7TDAVIT SONRY � (D 5 �. .. I . I . __ I - - I A. MILL REPORTS E. � . — � I I I- I I . , . I I 715 I I r, . I _Ii�, � I I . 11 - I I LQ 2 Z W 0 � - I i I I - I �] I I 1� � � I I 4 * t: - _ . I- . I s ; ( � WIF-IL004!5 I -1 . CON ON BY A DEPUTY INSPECTOR IS I I _ry';" 5LA5 X—F)S_`0_5��I,,:A�5 � FAMF5 I ?I- TYt=,, GO�G, 57AIS5 O� GNACle � 3 I . __ _... I , 14 -ne 1�s6A , j . I I . 11 11 C) Z . i I I = I I'a I - - I I 1. ­ I I I I . . - I � I . I � I I I io. CTORS: (MUST SUBMI- CERT17 !CATE OF I I REQ'D FOR ALL MASONRY WORK. I I 0 IL 1. ,� ; I . 11 . . I - ! .- __ I - . I I I . I I I ,� ­ � I I I I I I � I - COME" IA.NC- I I - U. El J I i I � I I � I , I I I I I � � I � I I . . I - I A E - Ig :] L liiiiiiiiiiiiiiii 14 - ____ � I .m I ­ I � I - I/ :I x;/t1x 111-��l $ __ I � - .1 / /I I � I CONCRETE. fE*)jF_SD RLAT9c�� -r6, 1. GRA I I � i ., I I I if. I � - f t � 1, ,:-�; /,.� 11 0 ) I a � I I �, c - 0 .- ,::i . I I . . � I I . / . (SEE ARCH'L 'OR N 4 w , � 1 1 ,I---- - z. 0 I I ,,,, k�:` x 'y � - ­ I 11 I - ___ 4 'o I I I , I - . . I / � E - 'DENT I - I 1, u , ! I - I 4' . ! - - - - 1:. Al 7 TESTS AND INSPECTIONS SkALL BE P-.RF,',)RM_-D BY AN' 1NDEPEN -.1, I ­ � - - I � - I - I I STEEL STUDS ---� . I . L- - I . � I >. z ! I - I � I I I --t 1 � ! � I I AT MAX. 161, C.c_ I TIES I , I -';'.'SP;-:'CTIO% AGENCY. rOB SITE: VISITS BY -,--;-- STRUCTURAL ENGINEER *_ 4 . Im.. I I I � ­ I - . � I I I I �� f- I � . . . I / I � � I . i i� __ 9 ___* ,.-.-,*- - 1� I �/ _. .1 I I I I I . I I i - . I - I I I I I I I AXA" I I . ­ � " . 41 1 1 � M < a 1 � I I � ; -4- ­ I I I I 'd . �­ . � � - ; /m . / I — OR I I � I I *1 i IL 10- i i � I 1. I � I � .. . / . ' ' - I' IS T`lf- CONTRACTOR` SCLE REQPO�SIBILITY TO = 7HAT M 11 (A �14 v . � V � I I I I � _ NOT;r: 1. -1 I D BLOCKS TO ACCO"PLISH .1 � I , - � - - ? - I 1 2� L . I GROUT SPACE STONE UNITS - I I .- -:, T 0, - -, E.: � ::� -o i � �.:-, �, 1) . . , i 11 w - ; � I I I -1 I � I I I * - . I- - I .1 I I I I T;!-S�_- T_-�z'r.,,� AND 7NSP�-:c � ._� .�'fi� _. - - . � I , . I I 11q_ 0 -a , _ I � , r- I MIN. I" THICK — I I N - - - j � I � I � // / , � � I I I .-. I I I I � I - I - _-1 I I I _." . , I � , . ) REINFORCEMENT, I I I - I I I ;1 2 . � � 8 . I I I . I I - �2 -4( .a x 1�ci" 11 if , )I !I o- - 1%2 A I . � - I � I I / / I 3000 P­.S.I. PE - . . I I I 1 �,_ , . , f I i .- .d.- I A; it , / / NOT LESS THAN � I � I I I I I , I �� .� . .. . IONS. 0 4 1 '104,�z ! '(ax 1 -0 (j - 7;)'7AL) L4 1. j 1-ce � 4. ;11 . .. 2" X 2"X 16 GAGE I .-- -� ; 2 7;4 1 1 1 i �� 1--� KJI,� x C -c ) 11 6,1" 0 [� , � I _� �4 .. ---.I- I I � 101 .41 , Co� cicf;Z�4r__� i I 1-1-1 " I I n I . . - I I SPECTF I CAT _L I ��,� ..... I'll I I ­- 1 .-7 , . I I . I - I 'I ei I 1,) .- .0. I 1� � CEMENT GROUT � I // GALVANIZED WIRE (SEE ARCH'L AND OTHER STANDARDS FOR ADD'L) I 0) � . � I -i -1 � i ,- C, 4 A M=,! 5.7 0- 5 -:71WAr Q � ;f )� . - I . � PLACED TO FILL TIES MESH, WP. PAP ER- I I � � ' I � E I I 7 .1 I � I � I - I SPACE INTIMATELY I . / I/ � - I . 1 T E: 3000 P.S.I. PER PROJECT . I (o SIGNEO By � i j , I I . I . j BACKED, ANCHORED U.N.O. NO I I I I I . I . �t_� I _ I � ( ) I AROUND MESH AND . ! I TO WOOD STUDS W/ T = TOP I 1 2 0 . , - I . I �� I q - I . - , ) I I I - I � . 1. I I ! . . � � T I I . J.;- - I I I i- I .1) I VENEER FACING I I il! GALVANIZED STEEL = I I � , oz I ; I . �2 �� ,< I - 0 1 I I , - �2 ,,e I -o! B BOTTOM -7 . : . I I 4 � J .- . - I ! 5. CELLS SHALL B_E_11� -VERTICAL ALIGNMENT TO PROVIDE 'N ORAWN BY - I . 1 1 1 -1 ----- � , � / I I m . . � I � - I I I .%lT�1I%IUM UNOBSTRUCTED F X3". DOWELS I ) I/ - - ��;` x I - c� /­Z:z�— ___fmm� I WiRE FURRING B. PL = ,�_ . - - __ o w - �5e,5 1 ( 1+ - TC -5A L) 1 4 � ( � - -1 g -IAL) I ." iT NAILS AT 4%,C., OR W/ A.B. = ANCHOR BOT� I . � ,j . __ 1 /,, I .1 I I It I I it ZI VERTICAL SUPPORT w � .L,, I . LL BE SET TO ALIGN WITH CORE i 1 �51 1 �,- 11 - I I GALVANIZED STEEL � 1 7 - 1 �51 4E� .1"7 1. 11-4 v I . , 5 1 v-::: S, 6 k ,'/�. V I . I I .-J . I I/ / iff /f BARBED NAILS C.j. UILNT I I EI 3 SCALE � . 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