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HomeMy WebLinkAbout101 E 1 St 9428 Plans New construction Sanford Atlantic National Bank/j,O- / �er t� :5-r- �.-... f' - — - - -_- __ ----- - - ' B K ELLIOTT C 302 300 9 68- V . . ... .. Remove eXisX' br/c% ' conc, 1CCE. , --- .__ _. - _ -- - �a/5e eXi 57` rc7 fe i . Consf' �e�nf' cork, c/ri l/e � ron 9 � �'x�'en f of �crYing worvyifhin eXis7�F � - . _ � r© can d e fo/o clirf pOrlon crrec� shall be %f errnii7Cc/ . \ �eWo/k. /�or• cons / / r L _ NQT E from W7 e� or A rchl f ec 7f a \ ee Crgc/in,9 P/O/7 4/c, 2 6e/oW, - •I. .... r o J:1The site shall be cleared as shown on the building site demolition ,I, \ . = a plan sheet unless given speciral instructions to the contrary in the .Z j°' ,5 EscQ' e -�:I. �... .I I \ I I II {ii.. �'... 1 �. I C%i' EX �. /� - , !r+Pt - FANY ti`. • RE G.: _ .. . C� - _ fi 1d b. the En sneer Architect or Owner. y g ' , _ c sub oi-i -� S�'e 6eh, %/v f t l5 - -_ I''S5 {s. zq rra,e _ . , .: ;a 5.2o) = . . - a IAer e _ 3 --Z--- - 7 . _ ,..I I. I ----1*I -T; � � _ c 5P 2. . The, mark to be done shown on this sheet shall include rough and finish <> _:'. ; ,r I sca e t :� Cv4a .a:n-.9#__ a r �. <, - F,. �y ,.. ,.._..-.._ .. g e E P 5 _,:. "Slcrn= - _ _ - - _ - inr 14 5t 9 3. - `_ O -P,ot m. #C 5 __ • \ : E - .:. v . s MRte ...._ , ...- ,., L8:1 -f T -. �"� - •.. .-a - =1? a r . b7 ' 5 T 3.-. ,.. - .. -..a- `-'.' o ' > :: _ - >r. - n e r ,. -' �,r >` - '. xad s� dews ks inlet and runhale ad ustment �.yaxed arkin areas: �, - - -- _ g F i .� S .0 g f - Q .-=.z:� :. --. , .� ...... 5,- ---- e _ ---i� .o.. __..:A: 5 oP a� - - _ _ _ - - -- - - - _ ... •'c 5 3 —a -: .�-- 5 =. 2�'t a r _ -ter-= s ae co* rn \ S ..C. - _ .. - _.n t. _: 1 f�k = 4 �rc.m P a wont' = - . - - i 5.,. -- -- \.. _ ,9% L :,e 'ewe' - �', �5 z and mcellane.ous site work and concrete curbs. r.,_ t.q3 , r,:,.�.. ..15:7a <.. a,�.�.. , _ 2� .�. mar ,ar51 t - II,^, -_`* : >; r -. -,:.. .. - 'R ..ant--'.�� ��:_: - - _ -rtnv, c _ _ i. ' Q' emote 1"LA a, St W i O 4 - s r, .:. : t .. O: 1, �Ta�Elev L488 ;' - _ ._,._ .-?Q.95 , - " n ..t. !. ° [=•W 45 1� {S U -, 5 I 2 4E `ri,S.S 5.. a ? .. - - - - --- - - __. - - - ._. __ _ e.. 3. M texzals and constxttctzQn meth©Ids for avan and storm dxana a canes __�� _ . ..,__ , a r . E o,. rrosn `--- ZZ_ 2 so oo' - P g 9 lvla �c/7 eX 5Ur{o c e5 g I 6 '6 ' Cara wa„ _., ' o �. --}� - - f t6 :a f - 5 2 r 93: stxuction methods shall be �n aecaxdax>ce w�.th the Florida State Road / I, �e.9n,, z 94 - \ e;. --� a N _ C� DE? I<)xle7i$ Standard S E'C3if cations for Road d 'Bridge Construction ' �-o �_-- 17 0 -� 2b _is6J /&>'',, 6.0,E , L St —I� - 4j� 1 P P f- ee en, o }-e 5 F a � 5 G AI / \ T . 19fi6, ox latest revision thereof and supplemental spec ti.oatlons thereto. �o V 1�:� `: r \' o� t, l L "' n . .t. . ' 1 t '.. C i t y� 1. __ �5 t, _ .� . Tk#e teller drive shall con szst of the following type constxucti.an: 26 t� .E ; . = I bar' v+s+©vfil cement baseoufse, and 1" of Type I Qx Type iiI Asphalt�e �' "93 \ 16 16 e.t o CE 1655 ?: ID l>/% SiQn�ii,+�\.V-6s-,r s \ \- / - ` 61-- _10 _-_7- .34 4&} t` ..� D _ _ - ^ - - iI j ` e \ .J , .o r '745 �I :-S 1 5\1 _7-- �, _ ff• z- z �- 1 54 The al.-lO shall consist of the following type construction: 1011 �\VI � ° a � 4 i sta l.3xQd sub -base, at i5 Ibs. `l.r rids bear it valve, ref soil -cement ,- w �� "` ` r ►►®A \. base and I" of Tye I asphaltic concrete. If because of existi n \ ,: � ` / N ., F� 4 It �b•t4 o ^ !e i, ' _ _11 candit ons Confiractax is unable to co>alstzuct the specified roadway - \ 2 z6 25 � � -3 / R �- I� {.Ve.r.. O �V� constr >etion in same areas, an 8 eancrete base with 1 of asphaltic - `" ° V,I': -1 Isao� s#-o a f / ti yy c ► xete Type x surface course racy be substituted. __ ,� n4c 1,6e tom, _yyyy !3__ oT �,, ----- -- . a J % ti. � _ i . - . . . .: .I I I. . . . 1.I. . 11 I . I I I . . I. ... E3 . - 6 ­M .0.. .. ( 5 _ ,/t .,\.-2-_,-_'--,-. --�_ ,-'- l-r1,_':_6, ,,-,,_ ,"_._\.,/-----:,*..-: I: I- . - --._ ..i- .I; ,I... ,� -., -% i \ m ,, 4fi,� y'D - 4! _ \`\ �..1 ` \ t . ' y . 14.50 2i ✓• '_° ."r, - 0I - IiE aG 7 2 ��ay f� � $ m tN c I% s 6. Installation of paving where existing planters, curbs or buildings were \ / . ;k" W - _ � . _ u � �, - , xanli ed within the existing paved parking axes shall be as follows: 0 I - - tI 11 _ 2 _I � ; .... 17 - ° :x 6 Qt' pt;<cred concrete base, and l , of Type III asphaltic concrete \ N �, t 6,3< . E i _, - _ surface course laid flu sh with a zsting pavement surface. - \ - [\ t _ ', 7`. The top 6" of subgxade under aXl concrete apron slabs and sidewalks . I - \ ,m I 4� 4 T ;, - _ - I: ' d c, I. .I I. . . . . . I. .. r-��//��///�///�,/-//////////�I-/I I r 1I 1 ,- _- / I -_ I *I..1 ,...... -- / 1�� I / I 1 ­I ..q'I '_- ._I."'1I I -"iI ;U_ I o".,;, ; '\."r . -I - '�r . =.I I-_- - ,-I:II�.B -,Z.I I. . y -,rI;.-A._ shall be compacted to at least 95� of maximum density (A.A.S.H.O. T99}. '\ '" Tsc t {{ 'I }- °' tE -\I _ iI ,,"I- ,1"4r_,I i ,;J m.�.' 8. Fax compaction of fill under the building to be constructed, see the �`�-_, I` 1� I_. L 0 - - ���" ("/°�) Architect I s sp�cif'icat ions . 'f -0yr: ' %� 1 \ � _ �. - , �� $ Au $ . A1l.I,I- _� l. . 'W,.r.­.t4 ,-1;ZI -, - I .1 . -1 1 ..�, 'i.._ , �.,I , 1 - A -" "_I . , I. i . ., IIr,-/1'1, I.,-:F .r,.:I.I 1iIZ,.?e1. r , .-, �i _ I ; � "�\­1 —1'.I ,�,t!i.".i1 .; li I 1v . III�,III.Ir1 :i I ­r I=I ; -0 ., .,* -' .I.. ,II" - 9. The finish grading shall be performed to allow all starrl? water to drain \ - t, % _ + � � � �-�`" I . I , r .1 . I . . I I . . i: . .I. .. I.. ; , j.- - .. .-. .I. . ---. . �); < Ta< 7..�_-'0- - - . - 8 .- - r +I_,I _ir�b�< -\/_ ;t, . . . I .- I . . \�7-.9:1 \\ III I7 i 1I.I'I1�I E, I\*,1, 7II- I ' -. . iNI,I I " I.t I..-'iiV?0-\'�-0__—_;7:Il Z.,—D V3-I_­ ._1 ,_, .. ,'iD. _D-�.I .I I rI1.I 1. IIfiI!1(1IIIi, III_/rZ,� � O�4�.-A -I,--i,I-,1 /-� l.X.' 1--\C', - --_-.'-0I_I �QmI1,-"" ,. I ',,b .-I "_ . I - '- - , _-_ \I- _ ­ ' \_I_ I . II . "11 / -_._` ­'-.,- - ,/.- -. . , ,..- \ r - I. I­1-I - -.-. t.- -e :0 �I. II/ I - 1 *(1I Ie.1.&I ,�,, 0 II 1r*;.1.-,I, I X,\ . -, Ui1 - ,. � .,, ,i'-( V� .I>" 1A - 1- <I.I 1 �-,. .k�/I I!r�1I�-iII,k ,. ,'_,"i-, 1,�-"\';� . r, .11I;,,I away from the buildings in- the directions shown on tote site grading plan. ``4\� ," / � ;l ,` t.§l,�%, -\ I g , 3 � f, _ J� " ;_g ,�,,r,S-w,-""1-, 1p. For all dimensions of sidewalks, islands., planters', parking areas, drives `` -1. F 1. /2emoye (fXisf curb � -raised s1c�e*q/1C . ` : ` �_ = o _ t_Z and buildin lacat ions see the Arc t�itectural Drawin Nta. 4 5 n v I �, 4 g 9 c1 s sec fio/� one/ /'e/o/crc Wl`f/7 6 /' /oo� fed �/ lJ w , /.{- V d', ~ `., t t , tY; eTr„�,1� 'd�{ , f''. i 11. The tc�p Qf the asphalt surface at the curb line shall be fi" lower than c'anc/'efe drive �/ �` rl re%r7orcec/ `vi�%7 J-'' ;`` �� _ _ _ �;- ; ��'% the elevation ive f r the to of the curb. G ' \ �`' "/ .. ` - \9' „ -� - =4 - - Zit, -I . €Xm�T 1 P r X X 1�/�1'e TC1lJ �., f` lc�` eh ex�5X o s I 4 /� c 41 27' `� s / 1� / V' I� a o F _ '� t� I V { 10.14 E � 'fir �� W 03 �2 0 ` r i .'r -► surfaces ant/ �umrn oin S, �� � , o 8 - � , A '­rL' N1I . i. 6-�E-- 7. _1;� --1� 12, Repair and replaceutent alf aII pr�vat® and public pYflpdrty affected by , / �y ( r1 ,6 5. r i \ - E 5F � °' x 3 to v I , , x this mark skull be restored to a condition equal to .or better than �5ee Genera/ A/of e 4 �C_017 :✓c/ /0//, \ I - � )SC __ iY � 5 3, r - �- i � �� exist d before o I _ _ _II '.l I. -- -6,6 .- �f - , t, i -',k1.) ;- I . n0-, Ml7I_-- '/T�, -(�.P''/l-r1i/V 1 ,... ,II�6- /,�. ,'--/,I�4�:-. I ;_!,.,.-` 1, ,. 1__,_T1 ,i A ._I ­. - III .i!, .._, —1,I1-I/,/1/,,X/ ,r/I ;;//I ".---'/ ,, I / I .-- ._--'' -, - /I , . / I_.,I r/II I'/'I ,,I" II /­­/ /,-r , r'-',_ /' - —./, / I. ��-1" --_- .-:/-W.,/- - . /C .—r",�',. e c mmencin crnastxuctiQn work unless s ec.fieall \ at' n , lw,�t ,an w . �� N. ref - ' y _ _ g SF exempted by the Plans. Cost is to be incidental to other construction \ �I - - -_ '.` -° sc"` =_re ^,°an 1 ;, b 3 g_3T 118,3' /C _urt ' - T -- -- - - -- -- 3 '� f 'i �s £3'IL,*,_-, 1� `Y and no extra compensat�.an to be allowed. r _ I T I �, I, ba tE _ - _ _ _ - - — — - _�h _ m �___._- - -- ----- ---- - - - - -- - 7 - - __ f e*T�. ' t 53 _ -_{ T _ - -s.r .e, k ski. ,i:r , �. • _ Win: GurL,r - M N ..� - : at� $•. ; a +% -.\ ", .-IiI .­ - , ­i.p7rI II I X,I 0l- 1I� ., , II- ,\I- �.-q­ ,- 5-- i_ �, .. .I).�-..:+ I, I, ,q _I L, ,. -,- /.,l1I I I .,�. . ,-rt_. I- : _'I1.,, ,,r ;z -,.- _I � /'7, ,r I— Fxior to the start of any construction activity, it shall be the Con- �, _ Ire . tractor rs xesporlsibility to notify the various utilities to make the -_;- -_ _ M - - '_-_7 1* ..;I,­_�i�-I.1);­.It - � * s , necessary arrangements fox any relocations of these utilities with the "' - - - • ' ' _ - /% d"W , NE :kI ,. .: .a" , I k ,. , j .I_- . I ,.-I - N' ­­ .V r /I'I 'b, . / I 1I.I . ,. tI- -I I, .L ,/ ',, I.I rV ri— I -. _ J L. : - I /TI %i � r; , l" x,1;.1. I\6-1-- A1-,_. '.l-Ii. : r �, ..­ --., ,,, ,. owner of the Utility. The Contractor shall exercise caution when - -fS - -_ _ _ TaD -- � � - !� . y 1 - — - - A,=.e :n. 2 - n : 6 4` - \ !; )✓j _ �4 ' t #i elrossing. sin undexgxound utility located by the utility company. All a 3 b _ la ,Z- - _ �. F•P. '° °b y' 4, °a ! " - = f.°` 5•b. __-- 5c _ o t8 b:�b b - ---- b. 45 -- - --- - - -- - 1 - - - -- ,, r . - i utilities which inter€ere with the proposed construction shall be a'�e•'• F;� -' 'C �nr - - 1 , N�, THE T and.. c. :'. - b 25 R , xeltiated by the respective utility companies, and the Cantxactox shall �: `�.-" ; coopeiate with them during relocation operations'. Any delay or incon- _a� ,, I1 P "', , a4 a venienc,e -caused the Contractor by the relocation of the various utilities' ; :l T II I �ernoII ye ems/ �. curb g sic%`vc'r//C, corrc, 1_1H_,f -- ; . shall be incidental to the Contractor, and no extra eompensatian will be 5 cr/�� cons Cons rucf- cone 7rive allayed.II orld / 1 f 7/pr0/7 qr c/ si�/ely, ll ,� _ See Gr0d1l7gj P/c�n , �6'. . Ig. All manholes water raetex boxes water valve boxes etc. shall be G 2 A ID I N.G P L, � W No. ( l(/o. 2 6%y for c-on.5f /j7/o,'-MC77�ion� � .: ,. 9 > > r `, „ adjusted by Contractor to proposed surface grader unless exempted by , eiilafe/i e,Y/Stan_ surfaces rv�ie-e - r utility owner. __ _ . _ - .�how�nc� _allet.J �_rad►ncJ ctnc� e �e o{' --- . x t� gdJ01n1n. _. A►, C3U Y £ D D LL� 15.' Existing power pole and escape support shall be safety marked and guard G11'eG 5 o-F rJgV t I-1C� Clf 1G� concf'e- 1 WOr IC _ _ _ . poles provided as required by the Architect. s, 1n rela%ion -�o exlsf. cur+ure. to o. IC. �. SUITE 8 KIRK PLAZA i'� z 160 'I`M 7opogxaphic information have been furnished to the Engineer SANF(JRD FL�RIDA by' .�.C. Aoudney and Associates, Sanford, Florida., and the Engineer assumes �Id� E �J a ---- __ _-_ _ ' - -y no xesparz; ibility far their ecr ectne�s oz accuracy. -- I. 171/he('e Pro Jo�ecl p�ctnfer5 c- C5fand5 care 5hpWn 3. For_ o-f-i7er.,cal'aa5 where exi5f{nG cons,+. FIELD , DATE OFFICE DATE �b0$ No. s L Gy EIVO wi*in fhe. eXIS-f'In9 paved area the ic,F5 of curbs j5 -�o be hem- d see "Ex►sf � JDomol4lon D 2 -72' H.a 6-5-72 112-72 _-. - - _ - -- ----- -- - --- --- - --- - _ - --- - - _ - .. - _ -- --- . __ l l I I ,. .o,- islcIII lnc4s shall be (o obove +he eXlsf, avin t CERTIFIED CORRECT : ti` ---16 PvoP osec/ Con fours p 9 ' S { to f� f u n _, ---/5 Exis�irtc Con7`our5 2, Elevc4-f ions showy have no rela+ron +0 ra ose(i - �` .- J con!5t, unless circled or ci►-clad clnd corPec•,,d, . N - Prono,sed /15oho/f Pay//' fc A C DOUDNEY Registered Land Surveyor No. 87311 - �'.-.- - /, - - -. -. - - --- ."1'I"I,. r -on //c con 7` P° d or�c. f ' �P bycq s fh7 c ure c .w,. 11 I , _' x r' . i W7 4h G x 6 %$* wipe fabric . Ins1cr// i // �X� _-_ ' See IU6 fe A ho ve - 4 . ., , - Jf, Fnaf / between wo/% It a ror7 . -_, . _ r _ r Llse . sc»e cor7sf o_s •Te/%/- 0,--ive . , . 5ee Getzerol lt/ofe 7 for cornoac f7orgy . ,,/ , 10 EX15TIi�iG i3U1Li7iNG /EX15'1".I1 3l.fiL.f-13a ; ;� j ,!//,/////ice !! /�//%/�!//,!/, f ram '/�/////,%///, ,////' , ////'/, = _ se _T , i I ,,,, /,f�, ,�/, , I % _- _ LL%_ .. _ _ _:..:>..-_ •. _ ,,:-_ ..... ..._,., , is o- -.=' E.x 1 - - - , f .;..._.. ..:-. '.3:t�:1-�i �.'i�'�._ l�r+?:�rs.�,l .:�T. ^.;"� _._.. .-y _ �,'.:_F_�____. _ t�.r:.w`�7y'12,- -_� - .x,:. a. , ;ire:. _ . _ - / , . \j / :� ,.:I" A t,. . - : .. :. t. >.. _. _ _r :.. ...: .:. . .,:.: t _x.. - ., _ .t- - x-. %-- s h , con « L�mt:s . ` D-f'/ s / T e ZA c II P E nsf, f a. , __: _ - - c S�� . / _:. _ N _.: 7 : v. __ _ =, Soi c _ Q Ca: e,Xis f _ —1�' X/5 T, _ —_ --- ,o o itX15f aye, ,#t - %' , ' !+ rkI t5�of� i i / - I - CoC75 G `l so7/ ee177&n f `� o �' r �/ ', ,I,II I -_1//I" Pouf o� comic, ;s/aac/ / , /a. sho// be flush werrsf dose` / r �pe_ 'ar , �' . o , 7 So//-Cerner7/ Gose /' - T , E? / /j %/ '/,r//r,J­,I.�,, ,P -1 111I . "iI I�I II_ It `�. P ,$ o i � 1 f /o/%S c16i/i moo/ Sub-brrse \�� 1'k' COf7Cf'E7E .S[1r QCE' ...,� ' . ', ( o I4 D✓� s� ELEPHQNE 305 322 7 6 FORA FI,PRIDA 3277 (7-5 0' s. /. F/a, bear//)� vL7/Ue) 1� 7 rr r Q ,rt e , %r iccrl C/'o55-5ec�loh a i �., yp of Al/e - Payln w° i i M. ,, 1 , 11- i Z : ° s Ito 5CA L, E D PARKING 21 CARS ' Z t rb - h1 \��� �,O. ,. 1=Xt5T#NG BUILDING / , �I - U}1 // 1 i 4 10,5'- 2° - aI 4�9-. e;,°' c,' I o-o" =ram" j Ex15110ve, / iYpe I or N a,s�h. I- - - ! 1/ / ,/�/ Q / P, I / . Cont. surface, course w \ , ' - ° I /' —PI.ArJTIt.lG REi15c EXISTING tYl _�� tn �j 'i / Q WHEEL. 3UMPEKS '�j _ h� 6 t;;; ! / t u -. ,, :, FI: EI. i I `� � _` �' ',`3 17.9 5 ! I ' G` Soil - Cemnn¢ tease .t ,,: i �� 4�, :II `' A / 1f / " /p� f/ ad I i I R A W,1V !# Y' Tu,01 cG / Cf-os5-sec 1/on 4 I N 1. /,� L;, t . , .J O� % IEJ' QrlVe PaYI/7 i - -_ �� r / - .. o j tvl0 SC/�LE ( �- �� .� r 7,c. $t,jJr %//// ;/�r / / I I 11 I . — \ \\ \. I i r f EX15T1NG WALK `�I g\ � (,a a I GXI9T1tiiG WAI_14� I 1\ A � V a V 1 � qq � - \ I 1 O) \ gti rGu+ter _ine /�J1\ I /, -- - -- — 1 \b. n�� - _- - ------ ---- , - - 95' sItz." `_` 'f w�S-O'i 17- --1 I DATE' OF ISSUE sI CONE) (BTkEET "t <5-rJ CWBCKED Jay: �1vror>, c/v/for E ,vc//% con5>< � � �fz<c,� /oourec/ __ - NOrt7H concrete with ¢k/2 h %'wire fcrbr7c InSfo// __- D.M. G 2 A E)1 MS P LA W_ KI o. �. , ex -Jf mc77` % be fWzer7 yvci/./a ron P R Q, E T N®. - Z . SCALE: ► _ "_ '-o" Gut er' 117cd Q ror7 5hc7// be mono l/ fib / cr7 ocireci - - I - � see Gener'o/ No�-e 7 for coml,oaCf7pn. -. � / - 3.3 -__ j, , Ii« HE1rT TITLE . -0-R&i NAGS #;. C M I NC PLA�I - 1 I - � � .I . - . I I % Z = ; 4 . I � _ I I / _ . . ­ . .. . , .. .. , . . .. I . . ... ... . . . - r % . I . . I a ..y .. . .: ^� « � «T2 ��� «\�±E��»ia►«�9 :»a«:? ~^: � � � �« ?� SUPPLEMENTARY CONDITIONS AR"r1CLE 10, PROTECTION OF PERSONS AND PROPERTY r - 10. 2. 1 ADD THE FOLLOWING SUBPARAGRAPHS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201 , TWELFTH EDITION, ,APRIL, 1970, ARE A PART OF THIS CONTRACT, AND ARE INCORPORATED PROTECT EXCAVATIONS, TRENCHES, AND/OR STRUCTURES FROM DAMAGE BY HEREIN AS FULLY AS IF HERE SET FORTH; RAIN WATER, SPRING OR GROUND WATER, AND BACK-UP OF DRAINS OR SEWERS, PROVIDE PUMPS AND EQUIPMENT REQUIRED FOR THIS PROTECTION. THE FOLLOWING SUPPLEMENTS, MODIFY, CHANGE, DELETE, OR ADD TO THE GEN- ERAL CONDITIONS, AIA .DOCUMENT A201. WHERE ANY PART OF THE GENERAL CONDITIONS IS PROVIDE ALL BRACING,: SHORING AND SHEETING NECESSARY_`FOR SAFE MODIFIED OR VOIDED aY,;YiIESE ARTICLES, THE UNALTERED PROVISIONS OF THAT PART SHALL REMAIN EXECUTION OF THE WORK; REMOVE AT COMPLETION OF THE JOB, IN EFFECT, ; PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, GENERAL CONDITIONS OBSTRUCTIONS, AND EXCAVATIONS SUBJECT TO PUBLIC USE OR PASSAGE, ARTICLE 1. CONTRACT DOCUMENTS 10.2.4. 1 THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT A DE - TAILED DESCRIPTION OF THE SECURITY MEASURES HE ,PROPOSES TO EMPLOY TO MODIFY ARTICLE 1. 3, I OF AIA DOCUMENT A201 , AS FOLLOWS: PROTECT THE WORK FROM DAMAGE, INJURY OR LOSS, AS DESGRI.BED IN 10.2. 1. 2 AND 10, 2, 1 , 3 HEREIN. SECURITY MEASURES MAY INCLUDE WATCHMEN, FENCING, FIFTEEN (15) COPIES OF CCf,iTFb° ".-r DRAWINGS AND SPECIFICATIONS WILL BE ALARM SYSTEMS, GUARD DOGS OR A COMBINATION THEREOF, IN ORDER TO PROVIDE FURNISHED FOR THE PROJECC FR= E OF CHARGE TO THE CONTRACTOR, ADDITIONAL REASONABLE PROTECTION FROM THEFT, VANDALISM AND MALICIOUS.MISCHIEF, COPIES OF CONTRACT DRAWINGS ..^,ND SPECIFICATIONS MAY BE OBTAINED BY THE CONTRACTOR FROM THE ARCHITECT FOR THE COST OF REPRODUCTION, ARTICLE 1 1 , INSURANCE ARTICLE 4. 1 1 . 1 , 2 ADD NEW SUBPARAGRAPH: ADD THE FOLLOWING TO ARTICLE 4.7.2 OF AIA DOCUMENT A-201: 1 1. 1. 2. 1 THE LIMITS OF LIABILITY SHAL,L.BE AS REQUIRED BY LAW, PAY FOR DAMAGES TO SIDEWALKS, STREETS, PUBLIC UTILITIES OR PUBLIC BUT NOT LESS THAN THE FOLLOWING: PROPERTY, SECURE ALL REQUIRED *.;ERTIFICATES OF INSPECTION AND CERTIFICATES (1) BODILY INJURY, NOT LESS THAN $100,000 FOR EACH PERSON; OF OCCUPANCY OR USE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE NOT LESS THAN $300,000 FOR EACH ACCIDENT. WORK. DELIVER CERTIFICATES TO THE ARCHITECT PRIOR TO FINAL PAYMENT OF THE (2) PROPERTY DAMAGE, NOT LESS THAN $50,000 FOR EACH ACCIDENT. CONTRACT SUM. VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS INDICATED (3) INSURANCE REQUIRED BY THIS ARTICLE SHALL INCLUDE COMPRE- ON THE DRAWINGS AND REPORT ALL INCONSISTENCIES BEFORE COMMENCING WORK, HENSIVE AUTOMOBILE LIABILITY INSURANCE FOR ALL OWNED, NON -OWNED AND HIRED,VEHICLES UP TO THE STATED LJMITS. ADD NEW SUBPARAGRAPHS: 1 1 , 1 . 3 ADD NEW SUBPARAGRAPH: 4. 13.9 SHOP DRAWINGS AND SAMPLES SHALL BE DATED AND CONTAIN: NAME OF PROJECT; DESCRIPTION OR NAMES OF EQUIPMENT, MATERIALS AND ITEMS; 1 1 , 1 . 3. 1 CERTIFICATES REQUIRED BY ARTICLE 1 1 . 1. 3 MUST BE FILED AND COMPLETE IDENTIFICATION OF LOCATIONS AT WHICH MATERIALS OR EQUIPMENT BY EACH SUBCONTRACTOR, UNLESS THE CONTRACTORS INSURANCE SPECIFICALLY ARE TO BE INSTALLED.INCLUDES THE LIABILITY FOR SUBCONTRACTOR BY NAME, - 4. 13. 10 SUBMISSION OF SHOP DRAWINGS AND SAMPLES SHALL BE AC- ADD NEW SUBPARAGRAPH: COMPANIED BY TRANSMITTAL LETTER, IN DUPLICATE, CONTAINING PROJECT NAME, CONTRACTOR'S NAME, NUMBER OF DRAWINGS AND SAMPLES, TITLES, AND OTHER 11. 1.4 CONTRACTOR SHALL NOT CAUSE ANY OF THE LIABILITY POLICIES PERTINENT DATA, TO BE CANCELLED OR PERMIT THEM TO LAPSE; SAID POLICIES OR CERTIFICATES EVIDENCING SAID POLICIES MUST CONTAIN ENDORSEMENT THAT POLICY CANNOT BE CANCELLED OR AMENDED UNTIL TEN (10) DAYS AFTER OWNER HAS RECEIVED 4. 13, l l UNLESS OTHERWISE SPECIFIED, THE NUMBER OF. SHOP DRAWINGS AND THE NUMBER OF SAMPLES WHICH THE CONTRACTOR SHALL SUBMIT AND, IF REGISTERED MAIL WRITTEN NOTICE. NECESSARY, `RESUBMIT, IS THE NUMBER THAT THE CONTRACTOR REQUIRES TO BE RETAINED PLUS TWO WHIC}I WILL BE RETAINED BY THE ARCHITECT, 1 1 . 3. 1 MODIFY AS FOLLOWS: ADD NEW SUBPARAGRAPH: INSURANCE REQUIRED BY THIS PARAGRAPH WILL BE PURCHASED AND MAIN- TAINED BY THE CONTRACTOR, 4, 16, !. I REMOVE BROKEN OR SCRATCHED GLASS AND REPLACE WITH NEW ADD NEW SUBPARAGRAPH: GLASS, REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SUR- FACES, AND CLEAN PLUMBING FIXTURES, HARDWARE, FLOORS, AND EQUIPMENT, CONTRACTOR SHALL KEEP INTERIOR OF THE BUILDING FREE OF STORED OR UNAT- 1 1 .3, 6 IN WAIVING RIGHTS OF RECOVERY UNDER TERMS OF THIS PARAGRAPH, THE TERM "OWNER" SHALL BE DEEMED TO INCLUDE HIS EMPLOYEES TENDED COMBUSTIBLE MATERIAL, AND THE ARCHITECT AND HIS EMPLOYEES AS THE OWNERS REPRESENTATIVE AS ARTICLE 7. MISCELLANEOUS PROVISIONS PROVIDED FOR IN THE CONTRACT DOCUMENT. 7, 5, 1 - MODIFY AS FOLLOWS: ARTICLE 12. CHANGES IN THE WORK DELETE THE REQUIREMENT FOR PERFORMANCE AND PAYMENT BONDS; CON- 12. 1 .3 ADD: TRACTOR WILL PROVIDE SURETY PROVISIONS TO BE DETERMINED BY THE OWNER AND CONTRACTOR, AS MUTUALLY AGREED. IN SUBPARAGRAPHS 12.. 1. 1 AND 12. 1. 3, THE ALLOWANCE FOR OVERHEAD AND PROFIT COMBINED, INCLUDED IN THE TOTAL COST TO THE OWNER, SHALL BE BASED UPON THE FOLLOWING SCHEDULE: FOR THE CONTRACTOR, FOR ANY WORK PERFORMED BY HIS OWN FORCES, 10"o OF THE COST; FOR HIS SUBCONTRACTOR DELETE THE LAST SENTENCE AND INSERT: INVOLVED, WORK PERFORMED BY HIS OWN FORCES, 105po' OF THE COST; FOR, THE INSPECTIONS AND TESTS REQUIRED TO ESTABLISH COMPLIANCE WITH THE CON- CONTRACTOR, FOR WORK PERFORMED BY HIS SUBCONTRACTOR, 5Po OF THE AMOUNT TRACT DOCUMENTS, EXCEPT AS OTHERWISE PROVIDED IN THE CONTRACT DOCU- DUE HIS SUBCONTRACTOR, MENTS, WILL BE MADE BY A PRE -QUALIFIED, INDEPENDENT TESTING AGENCY SELECTED BY THE ARCHITECT, THE COST OF THE INITIAL SERVICES OF SUCH COST SHALL BE LIMITED TO THE FOLLOWING: COST' OF MATERIALS, AGENCY WILL BE PAID BY THE OWNER. WHEN THE INITIAL TESTS INDICATE NON- INCLUDING SALES TAX AND COST OF DELIVERY, COST OF LABOR, INCLUDING SOCIAL COMPLIANCE WITH THE CONTRACT DOCUMENTS, ANY SUBSEQUENT RETESTING SECURITY, OLD AGE AND UNEMPLOYMENT INSURANCE (LABOR COST MAY INCLUDE OCCASIONEEY BY NON-COMPLIANCE SHALL BE PERFORMED BY THE SAME AGENCY A PRO RATE SHARE OF FOREMANFS TIME ONLY IN CASE AN EXTENSION OF CONTRACT AND THE COST THEREOF BORNE BY THE CONTRACTOR, REPRESENTATIVES OF THE TIME IS GRANTED ON ACCOUNT OF THE CHANGE); WORKMEWS COMPENSATION TESTING AGENCY SHALL HAVE ACCESS TO THE WORK AT ALL TIMES, THE INSURANCE; RENTAL VALUE OF POWER TOOLS AND EQUIPMENT; i CONTRACTOR SHALL PROVIDE FACILITIES FOR SUCH ACCESS IN ORDER THAT THE AGENCY MAY PROPERLY PERFORM ITS FUNCTIONS. " OVERHEAD SHALL INCLUDE THE FOLLOWING: BOND PREMIUMS, SUPER- VISION, SUPERINTENDENCE, WAGES OF TIMEKEEPERS, WATCHMEN AND CLERKS., SMALL TOOLS, INCIDENTALS, GENERAL OFFICE EXPENSE, AND ALL OTHER EX- PENSES NOT INCLUDED IN 'COST'. "INSPECTIONS OR TESTS REQUIRED BY CODES OR ORDINANCES, OR BY A PLAN APPROVAL: AUTHORITY, AND MADE BY A LEGALLY CONSTITUTED AUTHORITY THE NET VALUE OF A CHANGE RESULTS IN A CREDIT FROM THE CON - SHALL BE THE RESPONSIBILITY OF, AND PAID FOR BY, THE CONTRACTOR, UNLESS TRACTOR OR SUBCONTRACTOR, + THE CREDIT GIVEN SHALL BE THE NET COST WITHOUT OTHERWISE PROVIDED BY THE CONTRACT DOCUMENTS. " OVERHEAD OR PROFIT, THE COST AS USED HEREIN SHALL INCLUDE ALL ITEMS OF LABOR, MATERIALS, AND EQUIPMENT. 7, 8, 1, 2 _. 12. 1.4 "INSPECTION OR TESTING PERFORMED EXCLUSIVELY FOR THE CON- TRACTOR'S CONVENIENCE SHALL BE THE SOLE RESPONSIBILITY OF THE IN THE SECOND SENTENCE CHANGE THE WORDS "..,A REASONABLE CONTRACTOR." ALLOWANCE FOR OVERHEAD AND PROFIT", TO READ "... `'AN AL,LOWANCE'FOR OVER- HEAD AND PROFIT IN ACCORDANCE WITH THE SCHEDULE SET FORTH ABOVE IN 7.8, 3 PARAGRAPH 12. 1. 3. " DELETE ENTIRE SUBPARAGRAPH AND INSERT: ARTICLE 15, MATERIALS 7. $. 3 "THE INDEPENDENT AGENCY, EMPLOYED BY THE OWNER; SHALL PREPARE THE TEST REPORTS, LOGS, AND CERTIFICATES APPLICABLE TO THE ADD THE FOLLOWING: SPECIFIC INSPECTIONS AND TESTS AND PROMPTLY DELIVER THE SPECIFIED NUMBER ARTICLE 15 OF COPIES OF SAME TO THE DESIGNATED PARTIES. OTHER REQUIRED CERTIFICATES OF INSPECTION', TESTING OR APPROVAL SHALL BE SECURED BY THE CONTRACTOR 15.1 PROPRIETARY MATERIALS SPECIFIED BY NAME OR MANUFACTURERS AND DELIVERED BY HIM TO THE ARCHITECT, IN SUCH TIME AS TO NOT DELAY PRO- CATALOG DESIGNATION ARE TO BE CONSIDERED AS A STANDARD OF QUALITY AND GRESS OF THE WORK OR FINAL PAYMENT THEREFOR, " PERFORMANCE AND ARE NOT INTENDED TO PROHIBIT THE USE OF COMPETITIVE EQUAL MATERIALS, ARTICLE 8. TIME IF THE CONTRACTOR IS UNABLE TO OBTAIN A PROPOSAL FROM A SUPPLIER 8.1 ADD NEW SUBPARAGRAPH: OF ANY SUCH MATERIAL, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND SUB- MIT COMPLETE DESCRIPTIVE DATA OF A SUBSTITUTE MATERIAL. IF, IN THE OPIN- 8, 1 , 5 ALL WORK ON THE PROJECT SHALL BE COMPLETED WITHIN ONE ION OF THE ARCHITECT, SUCH SUBSTITUTE MATERIAL IS CONS(DERED TO MEET THE HUNDRED (100) CONSECUTIVE CALENDAR DAYS FROM THE DATE OF THE NOTICE TO REQUIREMENTS OF THE CONTRACT, AN ADDENDUM WILL BE ISSUED, PROCEED, PROPOSALS FOR SUBSTITUTE MATERIALS, METHODS OR EQUIPMENT SUB - THE SUM OF SEVENTY-FIVE DOLLARS ($75,00) AS LIQUIDATED DAMAGES MITTED AFTER THE EXECUTION OF THE CONTRACT MUST BE RECEIVED WITHIN BUT NOT AS A PENALTY, WILL BE ASSESSED THE CONTRACTOR FOR EACH CALENDAR FIFTEEN (15) DAYS THEREOF AND CONTAIN A DETAILED BREAKDOWN. SUCH DAY OF DELAY BEYOND THE TIME LIMIT SET FOR COMPLETION, IF IN THE OPINION PROPOSALS, IF ACCEPTED, WILL BE TREATED AS CHANGES IN THE WORK IN OF THE ARCHITECT, SUCH DELAY IS CAUSED BY ACTS OR OMISSIONS OF THE ACCORDANCE WITH THE PROVISIONS OF ARTICLE 12 OF THE GENERAL CONDITIONS, CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE ARTICLE 9. PAYMENTS AND COMPLETIONS APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS, UNLESS HEREIN SPECIFIED TO TH' CON- 9.2 ADD NEW SUBPARAGRAPH: TRARY. 9.2. 1,1 THE SCHEDULE OF VALUES MUST INCLUDE SEPARATE VALUES ARTICLE 16. LABOR FOR LABOR, MATERtALS AND SUBCONTRACT ITEMS UNDER EACH SUBDIVISION OF WORK BUT NEED NOT BE BASED ON THE SAME BREAKDOWN INDICATED IN THE PRO- ADD THE FOLLOWING: GRESS SCHEDULE REQUIRED BY ARTICLE 4. 11. 1. A SAMPLE FORM MAY BE ARTICLE 16 OBTAINED FROM THE ARCHITECT. 16.1 ALL CONTRACTORS AND SUBCONTRACTORS EMPLOYED UPON THE 9.3 ADD NEW SUBPARAGRAPH: WORK SHALL AND WILL BE REQUIRED TO CONFORM TO THE LABOR LAWS OF THE STATE OF FLORIDA, AND VARIOUS ACTS AMENDATORY AND SUPPLEMENTARY THERE- 9, 3. 1 .1 APPLICATION FOR PAYMENT, IN THE FORM AND MANNER DES- TO; AND TO ALL OTHER LAWS, ORDINANCES, AND LEGAL REQUIREMENTS APPLI- CRIBED IN ARTICLE 9.3 OF THE GENERAL CONDITIONS, SHALL BE SUBMITTED TO CABLE THERETO, THE ARCHITECT ON OR ABOUT THE TWENTY-FIFTH DAY OF EACH MONTH, ALL LABOR SHALL BE PERFORMED IN THE BEST AND MOST WORKMEI,iLIKE 9.7 ADD NEW SUBPARAGRAPH: MANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. THE STANDARDS OF THE WORK REQUIRED THROUGHOUT SHALL BE OF GRADE AS WILL BRING RESULTS 9.7.3.1 IN ADDITION TO THE REQUIREMENTS OF ARTICLE 9. 7. 3 OF AIA OF THE FIRST CLASS ONLY. DOCUMENT!A 201, THE PROVISIONS OF CHAPTER 84, FLORIDA STATUTES, AS AMENDED, ARE INCLUDED HEREIN BY REFERENCE TO THE SAME EXTENT AS IF MECHANICS WHOSE WORK IS UNSATISFACTORY TO THE OWNER OR THE WRITTEN IN FULL. THE OWNER WILL FILE SUCH NOTICES AT THE TIME AND IN ARCHITECT TO BE CONSIDERED UNSKILLED OR OTHERWISE OBJECTIONABLE, SHALL SUCH FORM AS TO COMPLY WITH THE FOREGOING LAWN BE INSTANTLY DISMISSED FROM THE WORK UPON NOTICE FROM THE ARCHITECT. , 16.2 NO WORK SHALL BE PERFORMED UNLESS`THE CONTRACTORS SUPERINTENDENT IS AVAILABLE AT THE PROJECT SITE, EXCEPT WHEN AN EMERGENCY EXISTS. NOTIFY THE ARCHITECT WHEN AN EMERGENCY EXISTS OR WHEN PORTIONS OF THE WORK ARE TO .BE PERFORMED ON SUNDAYS OR HOLIDAYS. I � n SPECIFICATIONS FOR SECTION 9.. GYPsuM NJALLBOARD: ASTM C 36, I/2 -INCH THICK, TAPERED EDGE; APPLY SAID ATLANTIC: NATIONAL BANK WITH 1-1/4 INCH ANNUCAR RING NAILS, TAPE AND FILL JOINTS READY.FOR - � AUTO-.TE1••.LER.F.AGILITY • SMOOTH PAINT FINISH. PROVIDE CORNER BEADS, INTERIOR CORNER REINFORCE- SANFQRD LORrIQA, F; :. MENT, AND METAL CASING BEADS WHERE WALLBOARD ABU TS OTHER MATERIALS,- ACOUSTICAL TREATMENT: MINERAL FIBER LAY -IN PANELS; AMA BULLETIN SECTION I GENERAL COND IONS A" 1Tt , lA DOCUMENT A201 TWELFTH.EDITION, xxxl TAa�:E , 9, FLAME RESISTANCE CLASS A, LIGHT REFLECTANCE OVER ," 75 PERCENT'S MINIMUM 5/8 INCH THICK PA TTERN. AS SELECTED BY ARCHITECT, E PROVIDTEMPORARY WATER, MINIMUM NOISE REDUCTION COEFFICIENT , 60, STC CLASS 35 OR ABOVE',, 24 x 24 - ELECTR,LCITY,- TOILETS ANS STORAGE FOR CONSTRUCTION PURPOSES. INCH SIZE, EAPOSED GIRD PAINTED ALUMINUM. SUBMIT SAMPLES OF'SUSPENSION ., , SYSTEM AND PANELS FOR APPROVAL, SECTION 2;,, DEMOLITION; REIvIOVE-EXLSTING PUIL:OLNGS, QRIVE `iN,TELLER CANOPY,_ CARPET: ANTRON It NYLON, VELVET,. WOVEN CURBSg PAVING, WALKs,r TRASH $IN AND OTHER ON -SITE' -APPURTENANCES THROUGH THE BACK 1P/I'1H COPPER P ER WHERE SHOWN ON'pRA41({NGS OR ,REQUIRED TO ACCOMPLISH,NEW CONSTRUCTION,` WIRE ADDED FOR ANTI -STATIC PROPERTIES, BIGELOW 2 D 69, COLOR AS SELECTED, COMPLY WITH APPLICABLE PROVISIONS.OF SOUTHERN STANDARD BUILDING INSTALL OVER BIGELOW DEFENDER E DER 56 CUSHION. INCLUDE ADHESIVE APPLIED CODE,_` OBTAIN ALL NEC.I�SSARY PERMITS FROM,'AUTHORIT19S HAVING CARPET BASE OF SAME MATERIAL, ALL NECESSARY FASTENERS AND ACCESSORIES; 11, :IUR,IpDICTiONi SCHEDUL}E'PEMOI�lT10N SO THAT A MINIMUM'OF QISRUPFI`ON PROVIDE VINYL OR ALUMINUM TACKLESS ANCHOR STRIP WHERE CARPET ABUTS TO BI NKING -OPERATIONS IS INCU �ItED;'.. PROVIDE BARRICADES FOR PRO-" RESILIENT FLOORING, TE T.ION OF THE PUBLIC, ; REMO S Dt,-:BRIS PROMPTLY, ALLOWING NO UNDUE _ RESILIENT FLOURING: ARMSTRO( �� IG PALESTRA, 09 GAUGE- ASBESTOS ACCVNIULATION, SEE DRAWINGS FOR ''NOTES'PERTA.INING TO OF , + FIBER- _REMOVAL EXISTING UNDERGROUND UTILITIES; BACK PATTERN f6 SELECTED. BY ARCHITECT, VINYL COVE BASE, 08" GAUGE, 4 INCHES HIGH, COLOR TO BE SELECTED FROM FULL RANGE OF PLAIN COLORS, EdCCA1/aTE FOOTINGS.TO EXACT DIMENSIONS AND'DEPTHS SHOWN; PAINT SCHEDULE: EXTERIOR WOOD, STAINED (TEXTURED PLYWOOD): 2 COATS BACKFILL UNDER' SLAB WITH CLEAN, POROUS FILL'; COMPACT TO 95 PERCENT SHINGLE STAIN OR BLEACHING OIL. EXTERIOR WOOD, PAINTED (DOORS, OPTIMUM AASHO DENSITY. TRIM, SMOOTH PLYWOOD; 3 GOATS ALKYD LOW -GLOSS ENAMEL, APPLY SOIL'' POI SON 'INGt USING WATER BASED EMULSIONS, PER FHA MPS 30; EXTERIOR METAL (DOOR LOUVER, EXPOSED FLASHING): 2 COATS ALKYD METAL FURNISH S-:YEAR WRITTEN GUAR IN"1 EE, PAINT, INTERIOR WALLBOARD: 2 COATS LATEX FLAT. RELATED WORK IN OTHER SECTIONS: SEE NOTES ON DRAWINGS FOR INTERIOR WOOD (SHELVINGI DOORS, STANDING AND RUNNING TRIM): 3 COATS REQUIRE- MENTS PERTAINING TO GRADING, FILLING AND COMPACTING, PAVING AND DRAINAGE, ALKYD LOW -GLOSS ENAMEL, INTERIOR MASONRY WALLS: I COAT BLOCK FILLER, TIN"fED, I COAT LATEX FLAT, SECTION 3. F+ORMWORK: ACI, 347, NO CHAMFERED EDGES. USE NO WIRE TIES, INTERIOR METAL (REGISTERS, DIFFUSERS, NOT FACTORY FINISHED)} 3 COATS ALKYD LOW -GLOSS ENAMEL. REINFORCEMENT: ASTM A615, GRADE 40; COMPLY WITH ACI 318., FABRIC ASTM A 185,,' DO NOT PAINT FACTORY FINISHE®ITEMS (ACOUSTICAL TREATMENT, VANITY CABINET, CONCRETE: ASTM PSI, WITH I5 PERCENT COEFFICIENT OF VAR1.- SECTION' 10. TOILET ROOM ACCESSORIES: TOILET ROOM, INSTALL ONE PARKER NO, 2010 24« X 30" A1lON, MAXIMUM SLUMP PER ACI 301, SLUM4, R A MIRROR WITH THEFTPROOF HANGER AND ONE PARKER T 1300 Y TOWEL DISPENSER', UNE PARKER 606 SM NAPKIN DISPOSAL., AND ONE PARKER 604 ISOLATION JOINTC ASTM. D994, 1/4 INCH WASTE RECEPTACLE, ONE PARKER NO: 1217S PAPER HOLDER WITH STAINLESS THICK. STEEL ROLLER AND ONE PARKER NO. 1226 SINGLE HOOK. SLAB FINISH: ACI 302 CLASS 1.3 SURFACE TOLERANCE 1/8 "INCH IN 10 FEET. DOOR LOUVER: TITUS CT-700B (COORDINATE WITH {TEMS FURNISHED CURE WITH COMPOUND WHICH WILL NOT REDUCE ADHESION OF SURFACE FLOORING, BY MECHANICAL CONTRACTOR) APPLY 2 COATS LAPIDOLITH CHEMICAL FLOOR HARDENER TO INTERIOR SLABS WHICH ARE TO BE EXPOSED IN THE FINISHED WORK, WALL VENT: CONSTRUCTION SPECIALTIES MODEL SBI IEX WITH THRU-WALL CEMENTITIOUS DECKING; ZONOLITE CA201 CERTIFIED,, NOT LESS THAN 2 EXTENSION, INCHES THICK OVER VENTED GALVANIZED HIGH TENSILE STEEL CENTERING, WHEEL GUARDS: CONCRETE FILLED EXTRA HEAVY STEEL PIPE WITH CAP AS FURNISH .CERTIFICATE THAT COMPLETED INSTALLATION CONFORMS TO THE. DETAILED; IMBED IN CONCRETE, SPECIFICATIONS OFTHE VERMICULITE INSTITUTE. SECTION 4, MORTAR: ASTM C 270, TYPE S. SECTION 11, BANK EQUIPMENT: FURNISHED AND INSTALLED BY LEFEBURE CORPORATION, GENERAL CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH LEFEBURE. FACE BRICK: ALLOW THE. SUM QF EIGHTY-FIVE DOLLARS ($85 QO) PER ONE DRIVE -UP TELLERS WINDOW: FURNISHED AND INSTALLED BY LEFEBURE CORP. THOUSAND STANDARD UNITS FOR THE. PURCHASE, DELIVERY AND TAXES OF FACE GENERAL CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH LEFEBURE. BRICK TO BE SELECTED BY THE ARCHITECT, CONCRETE MASONRY UNITS: ASTM C 90, GRADE N, TYPE' 1. TELLER VAULT FURNISHED BY LEFEBURE, VERIFY SIZE, GENERAL CONTRACTOR TO INSTALL AROUND SAFE AS SHOWN ON DRAWINGS, PROVIDE CONCAVE JOINTS IN EXPOSED INTERIOR CONCRETE MASONRY UNITS; DRIVE -UP TELLERS COUNTERS: FURNISHED AND INSTALLED BY LEFEBURE CORP, TOOLED JOINTS, TYPE TO BE SELECTED, IN EXTERIOR BRICKWORK. GENERAL CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH LEFEBURE. FILL VERTICAL CELLS OF MASONRY PARTITION AT BLOWER ROOM WHERE SHOWN; DEAL DRAWERS, KIOSK UNITS, PNEUMATIC BLOWER, TUBING, CONTROL STATION, EXTEND MASONRY TO UNDERSIDE OF ROOF DECK EXCEPT WHERE JOIST PENETRATE AUDIO SYSTEM, AND ALL WORK IN CONNECTION THEREWITH, WALL, SEAL WITH FLEXIBLE INSULATIONj EXCLUDING CONDUIT AS SHOWN, TO BE FURNISHED AND INSTALLED BY LEFEBURE CORPORATION, WALL TIES; GALVANIZED,' CORRUGATED 26 GAUGE STEEL, 7/8 INCH By 7.INCH, SECTION I5. SEE DRAWINGS FOR SPECIFICATION REQUIREMENTS. BUILD -IN 16 INCHES ON CENTER HORIZONTALLY AND VERTICALLY; SECTION 5. STRUCTURAL METAL: ASTM A36, AISC STANDARD; INCLUDE SECTION 16: SEE DRAWINGS FOR SPECIFICATION REQUIREMENTS, ALL COLUMNS, BEAMS, ANGLES, BEARING PLATES AND SUPPORTS. FOR MECHANICAL EQUIPMENT; SHOP PRIME WITH RED OXIDE ALL STEEL EXCEPT ITEMS TO: BE IMBEDjgQ IN CONCRETE., OPEN WEB JOISTS; STEEL; ,JOIST INSTITUTE STANDARD' SPECIFICATION, 197.1 EDITION;, INCLUDE ALL BRIDGING (CROSS -BRACE TYPE), ANCHORS, CEILING EXTENSIONS,, HEADERS AND EXTENDED TOP CHORDS.', PRIME WITH TYPE 2 ASPHALT COATING ONLY, USE,ONLY QUALIFIEb WELDERS TO ERECT, SEE SECTION 10 FOR METAL' SPECIALTIES;- PIPE GUARDS=, DOOR. -LOUVER.,, BLOCK VENT.'', SECTION 6, ROUGH CARPENTRY: F1)RR.ING,. 'NAILERS . GROUNDS', 'CANTS' AND BLOCKING; SPIB D4S NO; 2 BOARDS OR No. 2 D[MENSLON-PRESSURE TREATED WITH AWI STANDARD LP-?_, AD AFTER TREAT �jENI STUDS ANp PLA'ITES; SPIB No.'' 2-K 1500 F. + WOOD F RRING NOT OTHERWISE SHOWN TO BE .NOMINAL ..1 X 3 SPACED 12 INCHES N CENTER,. FINISH CARPENTRY: TEXTURE .1 PLYWOOD CEDAR FACE, 'EXTERWR TYPE, 5/$' INCH THICK, UNSANDED, SMOOTH PLYWOOD, EXT. APA. OVERLAID FACE., 5/8 INCH THlQKl SANDED, EXTERIOR TRIM, WESTERN RED CEDAR; "A" GRADE, SMOOTH TEXTURE. SHELVING: 3/4 INCH THICK : PARTICEBOARD WITH HARDWOOD EDGE MOULDING. CLOTHES ROD, EQUAL TO STANLEY 7050 VANITY CA$INET: AW I CUSTOM, GRADE , FLUSH OVERLAY TYPE, VINYL -FACED OR STAINED HARDWOOD AS SELECTED, DIE CAST FULLS,- MAGNETIC LATCH,- SELF -CLOSING CONCEALED HINGES, POST- FORNIED.LAMINATED PLASTIC SURFACE, COUNTER TOP AND SPLASH OVER -PART.ICEBOARD,, COLOR AND PATTERN TO BE SELECTED BY ARCHITECT; THE CASHIER COUNTER IS NOT A PART OF THIS CONTRACT BUT INSTALLATION THEREOF MUST BE COORDINATED WITH OTHER WORK., SECTION 7 VAPOR 'BARRIER',`B, F;-GOODRICH VINYL WATER BARRIER, IO MIL THICKNESS. BUILDING INSULATION: SEMI -RIGID FOIL -FACED GLASS FIBER BATTS: -2 INCH MINIMUM THICKNESS, WHERE SHOWN.; BITUMINOUS DAMPPROOFING: APPLY ONE COAT LIQUID DAMPPROOFING TO CON- CRETE MASONRY UNIT WALLS PfvIOR'TO INSTALLING BRICK VENEER., MEMBRANE ROOFING; U., L,. CLASS A, 20-YEAR BONDABLE LOW SLOPE TYPE USING DOUBLE COATED. FELTS AND HOT ASPHALT WITH AGGREGATE SURFACE, OMIT BOND BUT FURNISH 5-YEAR WRITTEN GUARANTEE., SIGNED BY ROOFING SUBCONTRACTOR AND COUNTERSIGNED BY GENERAL CONTRACTOR, SHEET METAL: 26 GAUGE ZINC -COATED STEEL, ASTM A525, MILL PROS- PHATIZED FOR PAINT ADHERENCE, CAULKING: POLYMERIZED NON -STAINING OIL BASE COMPOUND, GUN GRADE, AT ALL JOINTS (BOTH SIDES) BETWEEN MASONRY AND DOOR FRAMES; SECTION 8, WOOD DOORS: EXTERIOR AND INTERIOR, SOLID CORE,' CS-171, TYPE I, OVERLAID FACE, STAUED CORE, SOUND GRADE:. BY-PASSING DOOR: 1-3/8 INCH THICK HOLLOW CORE, CS-171; TYPE It, PAINT GRADE.' INSTALL COMPLETE WITH GRANT NO 6036 HARDWARE; DOOR FRAMES: EXTERIOR, REBATED FROM 1-5/8 INCH THICK WHITE PINE, PRESERVATIVE TREATED! MORTISE AND TENON JUIt1TSa FURNISH WITH APPLIED;. STAFF BEADS - CUT OUT FOR LOUVER WHERE REQUIRED. INTERIOR, 1-1/-16 INCH THICK, APPLIED STOPS',; DADOED JOINTS] FURNISH WITH APPLIED -MOULDINGS, SUBMIT SHOP DRAWINGS FOR APPROVAL:" GLASS AND GLAZING: INSTALL SECURITY GLASS IN DOOR No. 2; GLASS WILL_ BE FURNISHED BY OTHERS, FINISH HARDWARE: ALLOW THE SUM OF $275, 00 FOR PURCHASE, TAXES AND DELIVERY TO SITF: HARDWARE WILL BE SELECTED BY THE ARCHITECT, DRAWN BY __L4.Y_0f4YEQ. REVISIONS DATE OF I S S U E 34.2 NOV. 197Z CHECK8D BY PROJECT N O. SHEET TITLE i u J 9-66• .4 r ;CEILIN<:2 I - I ­ . I - , - , . - , I .. t 11 1. 1:, 1. ; I . "I I . - I I . I - , 1, . . - I , - , . , , I I - . I I . I IA3 c I c Ir �c a+� . ­ I I I - O O O I 01-0 .11 LEGEND �'( �j' j D O a _____�Z��� , - II MM.51Z - ❑, q _:LEA OP: G c w ..L'o-rrLoN _-.-_ . _3_,� 0G[Z DIZ IN aL.UMN - I Im '^' I' -. EG7-2o -- - -- 1 Q//�y�� I2. - ! T; - I7 -, `IT.GZMINATE 3" RODE DIZA►N PIPE -THMU .-. j---- l I I - Q .Core At3o'lE PAV NG. 1 I � 1 GU 8 [ j ( D c --- -- q - - - l I� ' ; �� _ � j �� -rt A-1 _ vj4 , - New a• ,GAS*r [RaN coNN5c.-rI �N Tc� 1 i I ,_VIA TIME AQ f, r I c 5 cl.oc rc - N w O 8_ SAN ►TA2Y �a VYESZ . _ I, II A -t•'c'- I - 9 - - -- 0 ; Q II _I 1.I T 4 NEW W4, +.G.W• CoNNEGTIQN Tcz 'L 1 c� - I I b : ii ---! �- L� 1- ---- - --WA-rS2 MAIN. _ 1�O k �ltvIMER -- - \ -- - +- I-- } I C b G I A I L.0 T Ro n1 - -I _ ---- It.o r Io GAL..ELEG-rRIC [HATER HSATE2 c I• ;c c 6 = b ,*_D=1000 O O _ O O O 0 v G -- -_ . --- ---- 3@ c luhl `- l i 5 JActcsoN eE l0 5) 3 L<.w. Ca 24o/lao/ t b i b c --- INSTAt.L UNDER COUNTBR IN.Gc�RNER. i b I I 6• 1 - __ Q : [- iI r- \ I Il' Sr+�F IZ, DRAIN! 3 n I; It I A - - _.-_..---_ i �I I I' B.i f1AtN �J 5�M 3vo-EI O NEW /¢ WATEiZ METER I� I I G iI_ - -- _ c 1 "y !; \ �g5AM 41►aI—- 7 I _ � F-XISTINCG 2114. WATER MA►N TO BE QEMOVED - I - I I - T I -- c _______ - - t -I "I I ; II i '� % REPL.AGrcD AT t cax�l62 L=L.EVATION !F I I 9 OEI o-_.: 1. . I 1., 11 I I - - -Io I -. -- -w_I comic-A&0 tZEQUIRED. i i c I 1 ,,i r- _ L-I I P 9 8 T EXISTING 27"d' GONG, PtP6 5T0[ZM SEWER 1 II z I L - J r - p-y ©77' - _Tnr_ BG IZSPL-AC-SO HIV( 27/ _._O.-'Z. PtP__tE W -- : ` _ _ - -_ ;, I I _.,, :I 1 j�jj ., ,r�1 Cv'1 Cc2NG. ARouND PEsZ1M TER, &_ �AMt1 1 I 1, I I I F F -- 111 - ---- --- m it -- 3 v.T.iZ _ ELEVP+TIOrI AS LZEMaVED Plt?E• d, a a I c F F P I - - --- I = r - -- q r - - _ � ( � � � O - p __-�- - O - O CI O o o - --- I I A cXISTING 8+ V.G. PIPE ,.5ANITAtZY I I _ __ I: -- 5 O St=WER To SE REMOVED 4 REPLAc.ED I G G I G C G I G ! -- -- - - ]---- .WI NEW S+r�_ A T IIZc>N PLPE AT TN_E . --- . I --------- -- -- - 1. ---- - --- -- - --- - li . I , I 5AME cL.tSVATIS-N AS 2ElYl0\/Ep PIPE. 101 , . I 2/I# i : 11 1 � J/ ./ y�� BL3LoW PAVEMENT 3 3/4-" - 13Et..OW PAVG tN PLUMBING I~LOOR, PLAN - --I/ ll _-1 -a I, TA � oQ a . ,�qP, , po PIC, I �y I l� t /1 1 I I Z `` l o P O I Iit IZ .-� 1i,k' -C n I I ,� �' 3��' I � HOSE ale,)8v (%11,3/. I ASovtc FLcroIZ �` . to. GAL_ EL�sc . WATER HEATEtZ UNVEfZ COLON-rE2 - H. k C,W, MISER. DIAGRAM - No SCA L_ E 11 11 , I ii, _ .. __- .- _ w ' r L-U.MSING,S'=CIFIC4'f10N #, THE CONTRACTOR`$HALL F"URNLSh ALL LABOR? MATEPl4k:S, AMC? EQUIPMENT NECESSARY TO- PRQVIDE A FULLY- OPERABLE'PLOMBING SYSTEM; AAH�RING'TO T4LE BASI:C`INTENT OF THE DRAWINGS AND F FEDERAL - - AT_ OR •� COUNT S ' ONS Jf C►TY Y I" .CONFORMING'`fU ALL �.ANSti ORpINANCES.OR REGUIQA,fI 1. e , BODIES: LOCAL,UTI)L" ,Y COMPANLES'AND INDIVIDUALS HAVING LEGAL AUTHORITY TO SUPERVISE Tl-11S` TYPE OF WORK-. `1 . (BUT NOT +� CESSARILY LIMITED TO THE FOLLOWING): L, WORK LNCLUDED= (U NE ` 2. 1 SANITARY SYSTEM: MATERIALS: STORM t SOIL, WASTE AND V EN f). .+ - ` • 2j I, 1 CAST-IRON SOIL PIPE AND FITTINGS SHALL BE SERVICE -WEIGHT, CONFORMING TO 1. A•,S. T, M; SPECIFICATION A-74-42. ALL JOINTS SHALL BE BELL & SPIGOT AND i MADE WITH W141TE OAKUM AND PURE, LEAD, 1 2.1-..2 COPPER DRAINAGE, WASTE & VENT (D.W,.V.) PIPING SHALL CONFORM TO A- Fr. -I". M. i I 1 SPECIFICATION B-306-66. WROUGHT COPPER FITTING SHALL CONFORM TO A. S.A. 1 - I SPECIFICATION B ; 16.29-66. I 1, 2.2 DOMESTIC WATER SUPPLY SYSTEM MATERIALS: (HOT & COLD WATER). I 2.2. 1 SEAMLESS COPPER WATER TUBE, TYPE "L.." SHALL CONFORM TO A. S. T. M. SPECI11 - 1 -4FICATION B88-6$. ,CAST -BRONZE SOLDER - JOINT PRESSURE FITTINC;S SHALL CON- �, FORM TO A, S't'A. SPECIFICATION B- 16. 18-63. 1 "r 2.3 PLUMBING CONTRACTOR SHALL PAY FOR ALL HOOK-UP FEES, PERMITS AND POLLU- 'A TION CHARGES. 2.3, 1 THE WATER METER AN,p. TAP FEE WILL BE PART OF THIS CONTRACT, 1 I 1 2.4 FURNISH ALL LEAD VENT FLASHING TO. ROOKER FOR INSTALLATION. -TEX-TU2E "I-11" WI I I. 4" G2oo.VCS 11 LLGH`t"II�I_G .PLAN RE`rLECTED CEILING PLAN R-i / - - . �� -. t/81=.1 C?-t _-r1.811� f. 'd �I ;t£, "cr at :x�e!', 31 J i& eiZe i a 8 _,k , , -. .. ' �. kr � J�, �''� f -Ld rz tt�t • _mod }115r✓ s'� - 7'r } r r , ¢ t F Zt / 1 I ,! k }, }ray . ELECTRICAL NOTES LIGHT FIXTURE 5CHEDUL E --11 ��, � � � � ' I-. 7,1�G / - - --- - - 11 11 1104 � �i ::1i! � � � �� � i xco X 4- DEEP FLtJSN MOUNTED =,1 K- �1 O TYPE D7*5G[21PilO.hl. MANUk-AGTUfZEI?; LAMFP$. � _ , . >'xs t JuNGT►oN POK ONDa= COON rez.1. �, �4 i ` - L r,FI.V_'aH MOUNT50 JUNCTION BOX UN051Z A Pt22ACKET 4--0"FL-UOREScENT W� �I�o 4AIY�'' I - F'4oww: %i' y sl �1 2 I * 4 /,7 I i i N15a T Gc UtJTEIZ.w( GL.SX►F3LE G%G7NPaCGTI(0N -_-DfMMING eA►-LAST• MoutJT 0a' _ Et "jO;� E3AN IC L T• ABoV@, TQP OP YYInI17oYV. To [3At .L:A-.�T �" z ar r 1 Ot. LlSN .lytOtJNTED .JUNCTIo.N BO?C IJN;DER ,` s Qt t= F3" SuQ�Acc� Mo1JNTER PR> 5 0� ►-t'E j-:l. .A � �I� , GoUN7E2 wi FL.rcXIt3Li= CaNNEcT1oN -ro - - -_ >A *': HOT WATSM -1-1EATSzj ?-401/ t 3 V_w, _ �.. �q �,wr � � r - SK . TELEPHONS , Tts2MI.NAL.-. _CAe5INe"T'_Z+"X 24"X Iv'' 0. _ r �,., ,, FLIJ5N. M U TE 4 • a _-�--- REGSG��D DQtcVNL1CaHT VY ___-.C)MEGA-_ I- 1S0_.1Z9.2.__F�. "� ; _ _ _3P� ZoSVj SIZE 1, _ 5q. D TYl?E TG. IY1oUNTEA _3Cv_ A.F F: To F3oTT. - - t/ --- =.I, i . fi i Ear, _ ,_GL,A�K_ ALZ-AK GONE - G_34�5A . 5TA1$T �S.T P-- ... - - % PVi5R 5.0 -r N � I - '' I .i'AQ7Ef X e-" lo�fX ¢Il DEEP x��1 1� '- # 4 fir; J, gL�AeM. .LUNGTION Po % Sct.- Q_ I=r -- FLU H Iv1oUhI7tED. - �}� _ O __D. _- WALL_ MOUNTGiD Cat_oE35 r4es.4OLtTE a - I z f'+ -- - �,r . Q �, I CONDUIT-- TO tEXtGUT G ALARM E?N 2,I•ILa (+LEz02.. r ,l mo t s�lxxw to of e7ANv- BU1t_.DINcS• r2UN IN 'TU-alwc-, -rrzewcH . -2a _ t Q_l1 To CAA�Go "•QB[�.MG�QIFtEP � � . , �� O _ I 5 A '(•2ENGtr1- .8Y O`rHER.S• )_ GEtU Nro . N D =.SIGNAL _ _ Y�l/ SffLE c5t�l.ING I-I-PAt� ' .'fs� x �L, ' r 7 W.4 V. RISER DIAGf�A.M �' - -,I LIGHT - N GREEN LENS -ro ,ge^ z'_ GoNDUfT To GXIST'G 'rEL.EF'HoNE TE2M►NAL :. % ' ' --_ 1_l2 .. L7tAGNRcoLG. LAM15 (2 15aY�1,E»XPI�>=SS _tA E" .. ►-fra4.PA 3�'_". �: 5 a �� r f< No SGAL�E - 7 G'ioAtzl- IN BANf< 6U►t_DtNG. RUN IN "r Ut31Nc� ___ , _ , _i � ` . ,.. __ 0 5uMIT 9HQe p¢q�l1NG�51. _ J2EI� x 1-- - - TQENGt-I.TfENGH FoY crTHE2S•I's 't F RECESSED I7oW1�1lrlGHT YV� QMECaA I 75R,3A.,._ g �t, N V 0 43 T I / ,,Z DUPL.SX. SZEG.EPTACLSS 1N t�0U13LE _ , wl � -_y'� };>a :�xr P�L.AGK ALZP.I< `G.Q1�Lt=G 39Co PUA' „; r �� 0 _, O GANG" t3o,�G.• __.----h�I�Ss £a ! Z y d ST- - CANIDIJI`t . UP:- A-12�14 _ - � 67 lA . s', �a _p „',i / LIGFfTOl.IEiZ 3 CaUA tern - -�r - - - - - ,5" A [E FINISH G WALL MOUNTED YV -32Ac K E'T" t- �d ISl� iniD+ vim► PANEL. SGHEQI�L.0 MDUNT Ai3aVE til-1IZ1ZQ2' .. #47108Z. , - ,• �•• r N U> TY tCAI I _ _ Z 12 o.B• 3R sI ,,I , -i�44'' fi t, r --- -- - ---- # dF� T 0 120/208Y, 3 4W, 125A, M.L•p SUtZFAcE MOUNTED 1 F AN AID / H CELI.,ING._MQUhITED SIGNAL. ]tr1AlZco 413.12� 2-.1Qs.?A _ "� }, , N f / 11 I I PANEL. , Sq -D. TYPE NQO. G_ LEI I „ • ,:�F', f r_ F :I \ ` 2: A 11,)3,iq �t T - LIGHT W/ \NOZ N _ W.NITE.;r, �N „ �.. ff�= �' � r ;� ) `.:. ' tao METE ,4 - 11 _ ,, x <I 20 _ 2vA If PfL@PO4.59 S12C-LJITS 1174el �ZZ,235PAtZE� GCaMMELz.CIAL.. AGGG�UNTS MCzt IFY_--W� ,� ��- ,__ I I AI`f I c .nlo W c�eEEN' IZED C11�1G. I�4 fZQIG SINCGi✓E ,c�PEN'INGi ! �; -•{ :: 4 T 4 aNs>=R. Z 2CoA 2P �2EA[:ti=tz C►QGUITs t8.IR - - _�3�tt --� _e2avloh \�`A2I' 19 11N.LT ' 'Z / Q_1 LENS W�,. - s _p-IcerA►G owl I LAMPS 5 N .I �� q $ h � f •- l ZnD. 3P P�' IGEIZ c►2GU►T 20 UM1�dE=1 .GlAI._. " �, 1,1` , a , 11 QnII f.. -- AL7 D[sccNNEcT: _ �UF MI I" SHQP p2AWJNGS - . . , 1 L _ . ,4GGG�l1 NITS. . „: .I S g W ITGI-I � e h •�' 1 / = GGIL.II.tG MOUNTt Mr4R,Ga _ T s, >, 'i PANEL+ A 5° zt, �. r I I T ,,,, 8 T D� @ "1p14w-" Scq. Pb 2ONZta _CAN _. ZF;Q IlC FbIZOLJxE "1= I15Q:, w+o FL *�� F t � , ; �_,i�� , -----� I 1 .4 .,� . 0 �­­ - '. .1. __ �;": :i "' _ - _t if� � :,_� __ __� -L-. T4 I I___^-- _ ._- w _ Q a , I -, , , ': "' � _­ 11 �4i!li,m%, - 11 I". � - �­ ,­ - 7' 1, r;. ';��__, , � -� I - � � -- - - - -- -: , f�r � -� " s t , � A, -11 l r ,?-- _ - •_I � R - �JJ" I I—- „- o: �P I - '� . ELECTRICAL SPEGi.c LCATIONS .z ®�:.z..,.. .. ll F _; n r ,,.._ �.,, k _:. - _, . y.� _ a_.. aL . . f. , f ICo �C8 _ �! d$ 3P ooA MAIN `. , , ::,,. �,: ,: >s.. � f+� � z.. S ,�r s. 9, s� ,h... .. _s`.,.. ,k, • 12/ rb-� D15G0NNE� T 5 W ITGt1 � � � � � �> T T :, I Fu.5ED IoOA NEMA3LZ _ ,='* ,:. ;" --- �, ;. ., -� � �, • . { } F_ _ s ` I !z r . T A, GENERAL PROVISIONS "firI ; - I J -.- xI 7 ,. .J.. �. , s r _. _ y coNAEN.SATE �,�,,t;. R \N�,: a t n r ; I ., a R G � ,: . T' t=t,cofL D2?. E BC'c,, l . �. - _ _ _ ,., n . •, • r, ,. .,.. ,.; , ... I N _ T_.1. f v $, I- . PROVIDE DE L LABOR,, A ER J J _ fi I c_ � , t AL A R M . T A.. AND D cQUI M ENT FORA ' OMPL T D ,m• . I P C E E N _. - r ,..-. - -,.... „, 1 n I.. _ _.,E.Y... TS - - . LI 1 _ ,r. 41 _JPz ..: F S 3. PROPERLY OPERATING ELEGTRl "AE. SY TEbI. I � O F s =Y # y 4 -: �`s$' f L i t:*: S yam, - I � cu-. -_ --- - .. 2. CODES AND STANDARDS: ALL ELEC lij6AL'-WORK ,SHALL. BE ,1N. STRIC T, C%OL"i- .s x.' �� I � �„, , .,�� 9 X 9 r; l =_ v,,:., , j �. f • •.. ,- PL ANCE WITH T!-iE NATIONAL ELEC. R1G1- CORE - .T E: C y I O T L H , .O AL., GOV. Y, � � � r� 'i , A _ .. . : K..- .... - �, ,: �. �- ,... ,J, 11 :,., - 2 EPT ouN 17 C GA CO �. Ell ..,_ _ ._ , _, -..- ,: 's.-. -_.::. ,, M .. ELE TR1 L DE APD-THE. POWER COMP.kkNlc�•e;;. �.ALL PAATIR(tAL5 SHALL:'BE ., ,.; •, ,.,�..�,. t, ,.�-, �• _r,y,; ,, - I C. Q V U D 02 oNT . LL' 2 /2 N. N- _ ER �� , '=1 +tv-k H L z A Y I 4{ . „ �. r NEW ND F E FROM pE C _S ND S t s s ---& ., A-- R, E FE T A , HALL E3E9f , FETE UNfDERW . T RS C. ,.,- E GK5PLA5 T PGAI. ._ _ GRou-ND To YAUL.T 1- R1-E ,, , , -.- _ _. I A la ,`, �'�!� wry. >. ,,`; r, ! u * ,:,.-:,_ _, F I W DUCT v _ , N AL.d.EY APP12oX �..:„ , , :s ,,,.. t t �r� 5., • LABEL. � � .,a ,k , _�» , , Ili.. , c- VEtzl� PoWE2 , r- Td F3 LP K I- � f _. �?,. . �ll✓),IT _-- GOMPAW`( 3. CONTRACTOR SHALL THOROUGHLY 1NVES :!GATE" .`�1 [i BEFORE D NG O r'11- .. ,_ r•. .iz ... . CHANGES W ILL BE ALLOWED N CONTRACT PRICE 1 Ofi WQ K REQU RED TO+. y= : . ».,Vl a .: �- ^s sJ,-., x .,,. - - _ ... r # ., GX3 t COMPLY W l fH EXIS LING COND1`C10NS ;` 'I � ., ��<�I� 5, 'oWER i�ISEI� DIAGR/aM _ ,«' . ra - W3 �, �° I I,Gzj,� 4. ALL'ELECTRICAL WORK SHALL BE DONE '1N NEAT AND WORKMAN'' K„ra,+firca '+I _--.:_ _._ _ NO �'/ c A L� L l E IYL4pKF R 5. SPECIAL REQU[RMENTS: SUBMIT THREE:3} Coe , TES OF TECHNICAL INFORM46 , 1.j �. d �, - I , I 3 G M TION ON ALL EQUIPMENT IN BINDER. MARK-UP PRINTS OF TRE: DESIGN f�RAW ' �{ :e`.1' 1NGS W 1TH RED PENCIL AS 1TElY1S AF?I' I TALIYE4.� AND SUBLYt1F FWO' COPIES t ,;r - SHOWING AN ACCURATE "AS-BU1!rjT1 'RECORD Os; THE Ewrl1­1pe'S.'l'S�iTMs TES 6 � �.. EACH ITEM OF FQUL.'_ fENTt AND SUSNtI'C,TABULAT D TEST LNFORMATkOF#4 14.w. , w;" SECURE Ffii lYl TiiI ?dANUFACTURI:RrS REPRESENTATIVE A. CFIECK I MELYIO', !'� '' t _-- c gr-r. ", ' I ON EACH ;i:TEM OF E_Q01FINIENT �1VE THE OWNER 1,NSTRU `TION 1N(`T i C' ! � f El._EGTE�LCAL. PLAN '� Cc E OST OFFICE:DRAILUEfj 93r ,.u:: L I OPE TION OF E S: S' EM"' � SECUR ' 1`' o / rr - ANFOROJI, IDA a:'3277 ' ' „I;,. L RA ' �{_ I t Fsi;-Ik,•TFII? V` HER.A 5 G11 D MEMO A , • '.' `' lL� - I O ) El.EPHONE 30 32z 54 1 I�C]^�7I1 STATING THAT,' TECIIN (Gd1L INFORMATION, AS BUILT DRAWINGS A,NIa .;.1+NS'[RUO:�'IONS`; UVTER .PgRIC 30� R31 Glj , too GFM IN OPERATION HA L3EEN RECEIVED SUBMIT MEMO TO TF1 AR,GI#ITEGT, �` , B, BASIC MATERIALS AND METHODS x , ; _ A of ! f • ` ,.,y( 'I"a X r,. } 1. RACEWAYS AND F krTI1.NCS: ALL RACEWAYS SHALL BE GALVE I jZED RIGID STEEL , . WITH LOCKNVTS AND BUS}ijNGS, W iTI{ THE EJSGEP ,ION THAT` WHERE SPEl;wlc . LLY; ;� ALLOWED BY THE NATIONAL ELEC F'R'1CAL CODE AND AI?? JCA5L E LOCAL'gQQES, 'j T---- BRANCH CIRCUIT. RACEWAYS IYIAY. BE (E. M,,T) ELEF CTRiQAL Mi^T/�l,l t� Tu�tNG, :,_ �: I SRcAfoO K-X--� BRtVK- Y�P-CuT �oj