Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0155 SOUTH FLINT ROCK ROAD
TC.J* Will, t(.,1 �e t �i�a..: 7 c� f!R•.` l ;" a7fi^ : ,.e.� r (,. Mtn ��1�1,.. �a i..} ']Q a 4b� ��'•r..'ir+�..tr : 60. ., t �'TOR /, , k� AI'„ '� "ti}�,? • '�; r '4tT ,r.: ,( � f:.�y.i. 't�- Y .r 'r t;+t, `,i i?e r •��4 7t��1. )�1. t,i�[I '^ate i { 'r �4n.. tF,,.�Rj� •:.,`r, t,�:'''� Lt, �t. � r W a• 1yf r> i, ar £ .4ue1 �Mr�py rglLplrfT fa'_. F r a .Yi Td'' + v• " :'6 rA:3. } -.u+', 1�fa�t Ir ' 7 t ,err ,a n�k "y'y�i�r� �7y/,��ry.?r�r �} 1..,_ y�,.t,�,C.r,! ', r .. t , 'a� �tl,-. } k.1 ." �.. .;-V" ..1.:•w+,, �� ( � {•r' ,��A1,`, `�13'} t ,CI r., A l�: „ � :!' ., ,�r",ly', by {iyy�I rt Qe ...,.� ¢ ?t tf : . r, y ifl.frj,(� n . �q>.... � �A,�5., �� �. ,ri, ,r ,}7�ay �'�G� u�nL �) try. !( •� -, 2 +, r '7 . #s'', a:,. ")� V r „' y. �..ahr .r,} : .. '1 ',. ':.. 3:� tlr ',,r 7•"" a1 +T•`. 4t#: lys';{ •r , .t 4 ., ,udti 1�.. t.v. .,1. 't t'+W'' ka, n,. err ,. "':. � • f. •. '{ �+ Etta, Tpl� ,,}� .,� I ,,, ty� 7 '� • s�`f ar v d, 3 y: k �� n' >a D��'• ,,#,Y�, + .rr '!. ,Mt�.. �, •;r � !�„i �' a,.' .� VIA, 'i � {t•1 ',_ '`.,4'. <r Wr ii.gf ,7�.,4�" t x` uY' - sr s>S�K'7+e: i �► � .FY. f... ,f: u Y �;',' r` � ^�, 'l ' :fFr'. �.'�:i� � Y '{,: ,�r !!, 1'y�„•.# „� ,4 .t it�` I .l .;'"'•�f� 4�: .,rai }. c. „�YTG B ,r .;s.y t' t t y G{� Ix a•„t ! intai i f i 1a#, +.i'}. cS1 ,. r 1A ,4. t tr: ai,, Gxs A ]f r ..7 r"`. . .• W4� t' ,nn A +X,f, Pr: '<. � i •/', ,.�f �" . ',. .,, 'r �• 'q - 4T $., Gty * #�' r,'rP, l!, W1, � 1 u w. •. :._ {„ ,. y:,.. A.:�c y6. ,. #�:�,::. ... � � .r'ft, ;., v. `"'•:g'.i'it�s � ..♦i r �,tl '..+, ';{� a�' �/ hats e" y'�iy�MYr. ryi.' .. ,, r` Nt, y v •' �! X +I r' yp. Al Wt:,�, 'n 1 •r (,1•�:'tt7i. .�rY,"y :� '� aNr S'["4�,11�ro ' 1 ; �f.1 �� - -i`' •t t;r'�j�er L;' `u a. w r ' 's't !- d. yt 'A 4 r yti",•.r ,'i, '; A : ��i 'GI! t i�: iFr• ry�{ss. d „' '�a"Wtr- ',:'` T, •fit 'ipj r.r,., �� �..- 'Y�- e� !�,f ' t7 ':� tM.�t +�'•,.. iy:,n 'J�.�i' ,or �•(: ',;I, A � a•'iFa - +" '' (•k2 �,µ •.r ,, rr a , 4.. aSr Ra,#j ,:, .7N 6 ,L�"? l,�i� ',� �h�: ,r 7#3 A: Ny t ,��'rr-, •r;,,. :t� .r .:,�. ...�^,� 6,./�„}7 �:,'J $ ith:.�r,d •.:;1° r ":N I,} 1� .r�rik Yf. ..n,.:"#,.. ,, n'. �1F?.., r r�.�F,i �' .Sr lr?, ff' N 3[: �'. �r$r �.1J}Y- fr. •.x,r -K L$"�. �' y' .fir' w ��.4.b trr_ h � i,' �:T.� y s �T q. t;. : it � �y � { ' „,r�e�' i '',�tr, � ��, � -. •��. ' ;. .r,'n � �rt,iil� •r>' �' t � nt n. � �.. �y,�r�, r f•'��. '4, h; '4 ''V1 .y :r e� r .,Y'l, l � �'+. r' , rs,' '�.�iY ',�: t -4k d "'J!, ,r«Y*.f 4.r f,,. f� �. p' �, a, .da: t ,1"+'„ 1 rr+'r, '!1' artt•W. ,:b , •1 '� �. 4f ,i a i, R.5' ,v �µ:�., a Ir' a' S t ^ �''fGr ,,r f1, d�+.r'2: •,ed j ,4 .:f. � #', +y:., tt �, L a q }ir ' fi -0: ti A if k, ,� w i,. "n' spy a�' ',-•R:,.: �i' �� •, T•,r �,� ,�i :�, ;��.,. � r•.,N, � 1 Y'• tr' l T^: . 4ta} : .t.•ppyy �,..:� .�r^! ,� ....fS '-:"Lt.�, r �. -_ 'Lj} :'�,'�', .:rjF ,.•rf�. 7nt:,•....,, r ..ar,T! �,. ,, f,� ;i� ttr�� .: �� .?.� rl ' i [ •^V. Tot 'Y�f�.r .� •.+-tP a .f .• :wi ,v 'r�,r re{ :�- +�i�"S '� :'ii.^✓i '' �. .s, r , .:. �1, /V4 ,l'I �,:..3.. ..�: `aF �'�-u N .11k7!',..+;�i 1l,,j! ;M. •e: : ',? 4R`'S A .4 ,yp,r aF' -�r :`,: aP'.�,r '% hl'., '4. 4. .rid At u v, . �$s.i t' ! . . ,La...,qfA,�j' ,y /e: i`il, aV , rt. ,r fr:r {( J'{ y +;'{1p'r ,ry ��}`.. y t,L�t•4p..,'T .r h' '.r'F yyaYm vs,Y.::;Y'�+%y:£� [ Y' ,,d,C wr. 1"U �'lyy�, Sr5 '� nh �'�5 p k -lSr"t; r'.'t" •4a, «. Y� .l iw ..AXf r ? n rl iq�' +� jNi r}, 9, {} Ui ., y ���9 , .,dap 5 ''•Prk' ti. .a 4' , 't ,. e / ` t :el .:.:1. .+1C+`el. r"'r. y( 1�fy Via �-:��'{Tp� (.. t„ 1'a.t S.,. •, -EC. +�,::: .At+• .r:£- �_. '.{, ", • �r"'�,' t. „�' ,. p a..�4: ,P.r r ,'fi�tftv'!: !4 �; .. + ,. .., •Y,7„"r rd, .1:, { ¢.,-:- 7 �.c4 i• 'Cx'Y .:y g',:-7Y3S+d ,', '!+'.tl eY•. a:x 1 iFI tV'".J ,e�.. a ``t`•$:�.a..gq_ •v .r:' .an. :r a�;,. �, .t..it '�f �. 1, f k F� d : „r,. l ,. y:, .51... yt, ,nC +4.t��i�.; r.� d .. .ayn ,a ., a�., ,.. F, ?is 3, rs .. .:'M� oh �(•..S }�,,��.�-� r �1'r:1. ' t .'P- 1 r ML;'. t. t •ti r -i �� Y W;. g�a4n'. ( .+. r, , ,Y,r M'1.air ,, i, i,r '.,'��. ...i3 ur '1 "3::'�7,.k r rSh'T .t y'�.,�i k• J;r. 'rt,• s, n' •a i .. !'[�f 'd;oi :! IM1t ! f ,.. ?,• fix:• 1 4 Y i k 9 Y A + ��.x•. ,� � �• M idc., k,� rl V , 7,". y '1'w' ,r r. �'a!tkr�,'a / [�ef��J`•t i.tv. 1 'p, 'r'i' � •ar,' � a,r ,,v�+�� •g ;1i, ' ..,` �t�, . ,.,•': .�`''�� i ,'... i � i_�Ir Cra ,,, �' �� R�' +' 'ia; �,� ii�r},�':,q o }" ,,i. c•' itY+;,,` 'Hx, r. ,r iru.. �l .e�i: x�`; t U4 ""1 � :rrra„ w �''�.�lf` r, � .gyp,"�.", .��#.. K 5,1r++, r '�� y 1'c"i' 'll",i�l`'�.r ,'�7 `�y�. ."�. �'G�+.• ri-i J. 1+; r► ' u'"�» la, � r^ .,Y,' _�':': r��'!Y• a yr �• '�., ,�,, .;�. .� � ,r 1,` dr' + ,r,�. .- , ?�^ ��, ,� r°�•'.. � 1 e n 'F►s �� �' a.: �S� fi�iAf, t:v ':.Pt:; 9 ,r vy4,a :� Y.���i �3, �:�, r k p. D� .. • �: r�n fi,r. �r �w �17 fiq. „ � 't+ 4 i :IV,:• .. r',F"iq. °��rr;;'il'r� f�F:F + ,,�,u N .u'�C".�d7 r F- :i4rikr"�.". r.,: ° ,.'�"" '�j- 5 �"i .t.r. s':t,::. • n+''. !S' ♦r: ` y '�. y r '„1.>:'. p }19 «i. '� r .J i , ., ,}rT,r �r•`K;` ..4. '.i � t, .,r .(. ie! •1Yi , ,y, '?r'S.+��+qq,, a< .y r+ !i n• ,{ as iP �,. �, u �. Q', � 1 :�. ?.li` p .a. v^t ,;!!�• >,.. , ; ,t'','�yYS 9 . .,}'�'`v .i3 F• to (q��,.Y .�ih:�a , '( 1' -a. 1 P2....` .:Yh G. f' +P i"3 ''{ nq ,..tsar ,x aY !' rh• ,' v^�1•.''1+'' J `,,. , B. sif{AI#, n. :>7+. , ' ,' f ^ :c.a Y,..,. p -,., • ♦. ,., :;• G'.. �. •T,Rh .,.,. 9 , ,....,.:+,.fl ti`,., :.. Sa;. iV, . +.,r.. `,.ry L,_ t' r¢'u r" •, .,. ,. �Y f.• i +4, 'io:�; .r, ,/�' `3. u . .,.r 7J gyp{ �7 'r.r # Y�' , .Frf'i r ,'r a ', ty 'All > r. ...3 ' rV!"f< ., qk .J • y 1�.�, .1 '•Y^.-. Ia, iy}� 5 $ . ^ ' ! yy;ar'' +Yb r •''4 `' 1 h.1r � ^n.tY r 1.fit' r '�. ,1;. '. i :,ice.rr rri+ FY tYy, .rv.r..fT- Lv,y.rr�,y' 4: !t. `CS, ,..+ 1' �7y3 r• + .:.�, rY' ,1. i "�" .:� )7 a': Yll.. 'W''1,�r ," 1• _ ,•a y'a G. ,_ .�'.. r ,k ,• �fW: ...,. r.�S'rit.!, .; ` �� i�+Y(l;�' u�` :. ',.: , ty�. 'x.y�!`a .vFRr, 1. ,�yf,a °J � :ki ''. Y n, i.;.> 54 �� ! # r• ar,�rx � .:T. r�. •:�.(+tY '�. :,!AT ,�k _ , +•.: ,. � ,.:. a... . ,r. a...., , :;�.rd. ,ItV r:, �ii ..y,t ` jj t j► y� �: ,� , �. 4 '.c ' r Y"' +d- .�", •U t,nAV11:.�. �,:'.. t :t 3 .tt S. {� , ., .. +r.tt i�a':Y YM1,'.:;' S"9't';-r , Y D.a '.d si �r ""` 'F i� �M� 's t �V F fa + 'Yew• ,:d '11 'r �,4l' u: ,l •. ! �c . 1 PP'U. Y. y�V a z' i. .'4i.. oP� '�.'. �.a5 r =t?�, r ''#. ''cfya_S .r >7yr •t �", a- � Dti ,y ',,S .: ,,.,T., ''n.'i,/ r .:.,Y;'r r.; 7T P r ,�::. !�•. ,, 1h:e;�j,,. ,tf .'iV' �', r;L .�jd.. u^. i ;u,�.L. s, ..R r� s5il !,k ,1 i'�'1�. p �,Hln ::3A .f'•„ �,,. u i ,., J6.r ,., : .�. ,��• r,. .,t:, 'Y. � "{,..3 1.,�t^ ird 'a!,{P', 1 ;r;"a'i n. .i .:: .`kti� t .1,,<' l {{ �: hw #.:t ,: i, •?� Y; r«ai'!. °r�: �, ( `��` { p.�� ';�, , °`�'F'.:•.s,�ka: '.ri .. .l` '"a,sr,:a✓-• r.. 1. ;,VF�c •,,-� Iµ'�:a 5 rr�c^` :`t -a� t ,. r �,r { / 1;,,, t.,a .? as `d a� , >.f :d:i .{ � '•"r '�.> 1 •.t�. L 9{ '1:���'q��4'�' .r. ,�' 9!', r] ,i ,is- r•�'a e a.��' F +, "ib �E •tt, �` mow. ! l'3k �,': rl: 7�', o ,'� •:p' aP va.hvj. •�:``,Y�!r ucta �, jP r �f i�y�,,•„ ,�, a, G,� ,, t, n f , •-,:. ;r., .. ..r�....t�1r' s + �r r :. ., r. .,v :'. ''u. .11�, ,.:.:.1� „, :?�!i.'Y. �..`+,W�,..,r't�A'r, I'•.� . i! . {-.1,. . d•. i7.!/,l 14. n Y ri a �4r ' ", :/:' F! ]".'qai!..• t - ��s •+�,�". •t�t d. ., ', ,rk't * J:':. i ;N. +;:'`}' n7'•:'P .€,..r �t1 i�, 'Jl , J7..,i.Y.,�:• .1» .c w. 17' `�Fl, .:�' �i y,. lar.::r �i. L �q�••Ut',�c ;, .. l.:.Ft' "...: �:.,.- •.�.a ... ,lip? ll,t 1 .. .. t - ,�..,C � ,�tt,�,�] ��1��' ..::!"' rg�K•,a6 Y. y�w •...;��:iL. '',� ,��JV�'} "�� ',' ./ r' 41 .4 fv ,�d 4 e Y ► # ,7# Pr•, ''+ ,fir. a.r: i�,a,7F, � :�'. .ni ^t ;�.., tja !v� L g, yy L ,ry�t: ^rS�n OF r', .,'G,Th.• ,r {r- a• ♦ l yy��x=}'tYt 'yv.. fi`lt. Ya•" :'tr','. f , Y' an jF ,IrM•'tJJ 1'M f' 7iYQ. ,+Al q[- per r �iG fP , N . irr.,. t r . .oyZ .. M �' ,-"2,� l..'!,:•; 'kt' '4 F,�.��} .:e,` v J�"< U:tt •L>.. r[ +tL•e �.�.'�!i. i� 11.1' :tt� .t, :}'�w .a 1" }} j t ., ..e 4Y. :� ,arr , -C�/.,,' i'��qf '�""�'ty�y#���rAt e�.1 .., i � '4•'.. p { -t�' �,t]:w �. '�- J. ('I 'f:.�,i'- 1 {. t,:ilk ,,,,. 1, ,,,►t.... fi.; . .f«, ,!"k: '!...'.!. .:'Fr, !. 'y ,I t , rt 4'�Y� .. Y" h '•t:. 4`r',.Y l:l. a � c Q{; 94 .g1®R,"" �1"rrr. >.e �, w I� .e '� rip, „N / ,U" �f4x#:;ll. S 1 „ , yVY @ t A}1'•' ' �� 1 .: �J r�� 4��i ,a�::'�,v�!. `' , ' '��'M , Y ... .ir tr.:a 'lf'. .a r' r�I lY"1r.l- An !j` YS $ �' „,� 1. .a , 4.1 ;.,' ' Y: "-.. y, ,.iL {+„7 ,.,f.,r,h �' �r ( �ie. 1!✓ f� r�d� 2. ''' 'r.t�xw r5 RIV..,' t', :'.. 5'F„ ! `' i� !, :•.'"A .7,.. Y � r tG .I -4 r,► '•, � z . r, r .A !'- Ss... V'..:, a fx�y '�.�.*ll.v t7: .�'t t .4f' "V 1L�*a j/�}%� ', at 3.1.y .{t.ti j�'' "eft�' �'P - ,,'7' D >til `4 .i Il"R' J. 'r '+�Y„i`xi.• f� 'y "Y F Y" f i'. ek � i' r 1 ., 1/k` .�J � t �,.'1:. `�.:i� � 1 �.� a:..,M.<.� J r a �+r �i:' v71 _'� 'P'', Wv '� `, .,�},.7.i} ,f,rJ, ,r.{.s 1(,. ":v3 5� i"- r: .:F,,, .. .e'.R •'Yfy�'1, r'�r �.5 Y y 1 tn1l:.:t ,a6 f'. rK!r .;�: ""rM1. r, "�u?.g'e "n,.`zy.,A •J y ,� r ., �� , � '"'":7�,,:y 7r - d� .-14-,y.r '. es�, rr ,FY 3 'y�t t �." "`Sx„. e� r h , r - y. � ,, ry f '!t a�• yp A-., ,:. �C... •, ,,,,. .,�Sd4�Wt(���x.,.- � 'y: ., ;' '-,,. F�,, i,�y rr. f�. '.v xn c .'�;Tr-.. � ,1 ��� 'ra• ,,. i: '.C�,s, a n, �.' yy.1 �� � �6 'illf'_. ,tr. ,.a 1'.': .� ?(: .+xl, � �,ht .�. r'(F'rA,' ,t• , i y..r''� - `'�,.a�',,�(,C3 }'a. • L ,�,, � r �$... d� q. -� /,r pp ,tY t yy yy ,k✓ .f Nay,. ..9;� r{ '� w,.c•. Y .'..1� q. �"+� f)y ,�;t 4 ., .7°li"?7 "� FIR rr y�/ � ,q r- x .P,£' ti�+l.,, 4 �:r � ad a �'r,� ,�: t� :r r a '�•, •ki''. ,J, ``�!4: Nl.rdt+. i.`, �IRf �'(^,.{ �,t r. 1��, f! If,` tt•: f P ..:?f# 1 iLr' t,Fs ..r ,�:.: •a• � P �'� `1l. C � �:. ''f �, -:77'i] .� >;ti%•., r ,'S l,: f,r +� ,9 e`a �• 9 ti•' ..T .:�" .'�i: s a�" ,,. �'�. f:•"d, 4t�,,' � y+,, " {r $ .1 } ' �R, �.:'� ,1 45 }- _ r .� F. •i, '. -Q_+P: ya,:tij0 ,r .'t. a11.; y, y t ,r ,y AS •r. +t:J' x'a.`�. r..,W `x, a � �7' ]�y{'S�p,"':� rF. d' ra �,r '�1, :��u ,1 .a '¢''t�, !`U ,YI �^y r }�-.$t��:��:., � S .�,.. 'y"+�t :,r f,.,.y'• 'r, ti •..� N c„" '.a� M' +#.f2 T' :ul� � � f'♦:' "�!1`., p... ,,4 ni ,W'Y x •5 'fit S^ - py In ,..t r Nt* '(. ,i f `,, -4° .£I; ,,W.'" 'h' �W r", !f ."fN', i'. U:'� ',eh° 4 •'S Y Ff .S' t (' •'7 .t } - !a,Ai k =�. ,�, to • -,.4 r .,�r F ;:':a +' '#,�t;+' .tun, �,8 a. � r� „Ir• ,, "� t�� ;,}�.w' �7'" :.f rl�:'i �• ,.(tr. ,ti .F 'r. A .. :. .: `.',e �, ": . ., T,. ,1i', .aA. •i d. :"§ .7 ,p, iF •,• a#1 .i�', to y,d a. �R r.z, ,�, c' �v 't- i r..,..J..°4 '.#•,t 7, 011 `y�, _!tY•a 1� '>r(l ',1''.�: �� �� .��'':/// `+,•.� �a V,S, l r / �. ,y: S .i".,�G,. kf. !f'. i � .e;�N'. +Wk'r.� �e. ,'Y r� .l }. �. ti Y,'. 1 .Y +,•:: - a k I Q rY ,yr"•�• .�{,� �:.,,fi:. � ', :.E : ,3w. ,fy,r:' ., �' r':Y j•,: .n r,, a:'to r '.:<. !".s .3°.. t Y' .lk.ttd. 7. f i.iV�' � .. ''. #' )v a.'. yu.t •la'tt.7 'rr ,jl. i.P y 7'e..VA '<f '. 4v'y lfi+jj�� -.�.: ;'7r7, t ,ra ` ,.'�" � -,' F �: ,Jrs k/r,•� '.Jj.. �Y� "�! ��,r,n; �;. f�;4 'a��•gg :' •< .. � J�1! ,�i. .,t�':;t,:#.. ., ,•, sY, Yu, Y ,� to.d: .�, rn, ly � e,, I� ,►,. .,< i l• �:�'.;'f .yi,, ,,,,.y S f r 7 , �� '4{'+t 'rP t} „ ,l. •r r,Y d,YL. ..,M ,,. '+' a w;.' ngJ .T fd.- R - :7„ •t `7 Yr f v .{ of ,. te. i� r. .,❑. its rXy �Y,. K' 3�'`♦� .{ 'a�'� t',.: , rr: .,�.: 9 .;!,"i rkY•S.fPt r..v.•n: yq !(t+C:: •Vn ',.. t�i! .i'�(.4' rlyyw/j rt.�3r T'+t";" ,.rY - ,F .i$'":k, 1 '�i' tH iry f.I. •, r`r t .+!1��A. .".,r ...., T✓ ,. u 1#r. a. ., -. ✓' -...., .flt' a.'d .. ,a r ., a.>�t �j :r .,[ .'.r, �'' .�'_ :.� i � rfa. ! •t, . r:�,• r .� ,{ pia "l�rG � 'ro; rY!:K' ;� }� �i 3�,t�i , i, ,. .1�. ,�,: >.,:y •..', r ,xr .,.VS..., i,', �' :., eY� .r7,t„ „c, ,.: � ` .",..: .:t:.. ,,. ..,�' �"7 ', �. ,r.r it. ',,�-1 .a aR. rt f � � �, ',rle;e. •,;Y.:#1 t, ,. ,:. , i <fi? -. t:• q„ alr� .{ .- t, r , r' ''�` T m h :h � + ��'{�� r, r •,C{ g. . a!r �: r , Cry` ..�, G, �y a, t � .d ;' ' '{}f}' �({/� 9 1 kL tr �'il d •a' 3�- .� re t pr �' Wr '.!. "u:�+` 1. � r ,B,}q,'2/r4 y e�:• + r '�,,:,k]Xyt.,'r 'r""..,Y"ff. . ,:xr�": .M,.s., tt ':.+rE.i': r. ::.sY� ,� :rl (T �+ ,.r�Wn:�u" .'�#s{...a y'L�Yj�'}r r 'kr !T'r� i:d.. � �:;: ,i� �'a -..'*}• ',!G7 ( 9: tf ��rr �. '�, n. aC��� yi. . '1 4. �uiy .4' L '.x,� •a,�. �y� ¢. �t' �• / y t ., �,:.,♦36- � ''.�'K. '., u., g �: •.' r �..: ' ra yfh.: k , a'* ',' •:�. �xn n `,�iin. :, :d� �:�y .,r. '' w.F's' ' ` ,J � ...; � 2 f ' —'i, J 1s,: .re �(j M•{i #'•�4s: r,r , .ry r !' ��, # t, � # b" .: .., .. Y1'"iY d w•: ', ,,ST. ",:n .•f. 1 ',�, xr. ;...° �1 zP. ':�,r' .�k. � 'r' Ft f •. -lA ,,c ..ba ;',.i ," F. ,p .t, 'a :a e'q. b ,3p, A#t. r: i "4r,# + aY `r , n+` +F r : { .� ,, d,4:- , �7D'., , t + r+;w �, rif a r; ' g ; ,ty / • ,.q` d ti R. , Qd' f +3 .t' 'd .(d , 4r rtrj' ;lk , a l, 3;fi� 41 ,, ,F�i. ''Y', ,l,y�. "'Y,:� �j et.9"x ..tY.A e e.. ,{ d, , r, r �'S' •rr t, �M �v' • �!• � � - r.. �. '4� ;r,�, ;1' '`„,..+,,: ',-'#. l 'fir �.. '} t-ry' .P - w.•r , rM-`1y,.�(t�-a , z r •ti ''`�yf< "•�.;tF q q.x +.' �[ •:.e W.,ii 1,.+, J t.� ..?. sit.,! • i u--.� �, �i •{iFr. � 1'i iR4J�,r �'i4!'SJ'r t; �.' �r'� �'`.�t �•. 4 �Y `l^• ''^Y: 7S. py ,.a. V, .;+4.,�'! ,d.,.�: 'iht. f% :„ , L ,r 'Y,' •S``. tr. '��.`.�. ,,Yr. -hY7Y r�i, a a.%iiY,b��'�`f�,..+,Y^S. .•-'IIS,�,r�' i'� a Y +�•' �/�v+..J". N _ ?rpF�t'• Y',V��Y { i ',r�1+$ ;.`fi tr•. .t W ��( .9. a• •..�,i w rP�'3Y•, �,1,tt�,4. Y ! fl'?.r,:.� a":'••'#} ' ; 1 J!t': .4t q , ,r'�... .� r+1u7i' •.#. a. Wr: 8': ,$. a sa.. ' .P ,_. r/'�,1'=. ,, :'�'.. a r1Y..y i "i 4• '''W-., r, Y. Ai « r., r { r', �. '::; {i; , r.�.a • ..:,,,LL4 r1U J.1" ! if .. :: A` .r S,., 'It`'t, .!Yd d J .:tr ii,F "Pl: °T y' >t p• "Na' ,.fr N.,, ;Y axn.1 ...n " '+:.M.,. .•'. l ,.�:nh .. 3L, . t�}: y7:• u( , ...�,•S ,.:r•t,t. f� i,,� r;2.���.�•x:�>•r:4t17t1�:�aaa:.. f �. ,i �. .. v Q ,q� ,. 1�/{' 1v W.',r ;f ,�?at. + ,:mod!" tA'"+' r+ '•T" -�-- ,s, ,S ' '@ c:, �'ya.r+��P. y 'rt<:it a: ,G w`r h„ Y S. ,,7 :G,..l.} '�• 9'/: G+,�/�Y 3. 'itF ,.x.. �' , TT_ . i`. w.:�v'� ,r.�.,,�5 ,:eka " .,!V'd�r /t. ,:e{ � 1s 'e, f ':r. i ar ip, �•: 'qi: i .� r..t, si ^, !" f +� '.{ a7r� +i '.}1 yt_.r' i'( %.L .t'.-.,a{,fit �rtY.ri- y 1 •Y. .f ( R ..(' : •.r. 'h�+��+gr �• ?. �Y isp4 f 'µ'6 11.t. .LF" ,rS' r.. •+ �3r'. 1 1�&? ..^'I 11 �.'1 .'cj• x+i.� .P.�, :•r d � q#, � ,• :Fy.. ,w., '`�•t 1.,Y If.. A X• .i.,:. 'k r ,/.;NF:�J;. a" �;,., �i YTs a. nt', •�''['•" .w 41t, r'1'tr: y�'� r•Jr{t7 `h' Nf F�f♦` � �, i .h. tom. ,r.a, ,a r h....,7..� ,kill:'L.,.. ..,-..... ,r,:... ,�,,•,t�1.. �'r.. ,.. .�W_,!t,'�'.. :'' Nii11!"'' n.. .r'f: 'T,.'`ET' �p '��"1• .1b �j�, �: t�•1'- -. _ r,' �.. .. F r31A� i W+u��N�j rL'.!M'�" ;. lg+� f. ..L,...Y �.r: r,l �d������h , . -! .-,.�' , _..,.:. via _.- ,r__.._. t r• ��r�t>',��pp� d° F k� } f 1T.,, i 1 P ,,yyl � �I'tz �" , R SI' rr#'3,` k"tq }r }w! "^+'rf Y r'r7! wlp�/r� 'lfr]' Y1'`l'T .. . . �,r�k���J+r",sTi t'��s�-.fir�.:�t, ^' 4 �N��• J.�;, aaY�.�'^, 1rV7 ttr,�;7�r r�'} +a.,+t�`1 "•�} ;Rs, �;_...a. .r;.. as+ a ^,;..:,. , ._ o,. ... ..,,,:.:y.. tir't:.as>l .,s a',r n. #n, (((SSY•• ti 4�7 4s r I rI {�. ,t, ,rt. ✓s rNrR z r+.#1i K( F r {t pp,' [:.. rl•-:t f ,F a r, /,. J t ••r a •r R1q. t• f rx d 11 !;,, .l e- J }�" r 1:,; t �'' `, k r L. •'W -} ;1. ?�r� p� g, •, rn. „' +i tJ" -,, u st,} rr.^r.. ,i4M� �p n. 'a N �Y• t h4 i+V!'V ��r�L, J 9 Cl r 't r V ka ��" R.s 7 r °€+}' ,�,, }p'�F._ P` ,r• +!2:j�'t�r} ,�s` .,t. ,:: r R, r V' a. •� ;^n•r Z-.. a $v .,•., ( xr :.r;'.1'i•r:"• + Y:`<, .R. - 4 r d ' yy yyfr X x � ,y,,�) s ry• ; ryq i•+•D. Js'P`. ,(� .�r /�,,�`n.- ^ f:..Yy� •d+r .'r,y, ,'� 'R' L,,,7+.!�....V��• rS.- t !:, R' .Rr��1.1`�.'� p'��i.t+�. :r.-o�( ..:.- ,6.,.. V...'• v�1 -.•. �r, ' }.'(;.1-'/f it u'� , r: .t ..+ ft•':1' 'c. '-''•...Oj7 '3'i'"(i�yY.. ..a + 'i1 ..M�A P F, ' <3 p,' � 1' r ,1^`�... } C ,IYf'r_ a ').i.'9.!iLl`• � S,f.��+ -.�' �! �L�Y s i�kk,, :.r -'K s.;-: '{'f'" a} Y,e1a.•. ,e i 1 _ r, r , ..,.. +.a' IR „5" r' at. .rn3 J'Li { il,. .-•Rryt�f? .. e.'P ,. v::•, '._r.r r• n u:,a„ n�a yi ,'�',.,. .:,¢. #n r �, -�{ ..i 4X,k�1'ki _r. j�:� . yi��' y�7y ,J3yx' .; rr• ', I.'. r a - , ."it.+, Rx r ti@ ty ,7 }"r,•+is>r /' •i'F,,t� .r t'k;�" " f,� rt}'ti" ,, !' f r t� i n�, _ ti ¢ ..f ti n.t y�N� Yk h rrs rrr. • r"E1-�� 4 '.kr-{t'�• i� 9t, In(ItiT'. S 1 .r'1,�, ,t'.Y,, � .••'�-. �•7 ' M�'?: `'�,. P:• ° �r?r-,.y�'. p ��� .,•��, 'I.t}�K fir' R�,'�,. .,,,t�• vIr ..u' ( 1 .r� !�C p 1 t u .; Rt. -. . R ,0 }r# ur '(I + t .!15 i� � s aJ?A. q U, €,, ., f _ I,• ,Yu..•s r, � lT„ � rJ ! �Yl � " '' '� �"r '' ,` R .. "- - �..m .:n, ' �., , ,.+' � ,"- , K ,p�,r, 7, .r r'$r. ., l,.■f; rxk,. i."al' ,� ti i" ' , r sS.,.7' ,i;r ,o r.�r '�. v,�y "S-. ,+'�4' ''� �v gr, •rt+y..'�y r: � �rYr., i"(1�. � :�w �,, tI".: t. u, �'.tr,s,. ..,1 rd�l� .7n "•} LL�� ,r ,r �-:c � �r, ,,r., g ,"Ki• 'H-:N �'Sa •nP` ♦ }.r "',.Y� ::3tN: ';'m �'. y:a �� : ��?.r'k°_ :,r.•... ��" rr � �-+ �'-r t'� t; is .''F�r-. r°n. •� 1 d'. •a +Y' +. '� r ,.` "t. . t' i �' .. •a., . 1 •r: r ' •ri **,r. v 'II � R t ,•.. 4 ! t(. I liter, ry• :fi ! fe ,� '- { r� # ," , Fi - ' , .IY 9 y' .^.r ..r;,.J .,•r;f :Ile ,Sr., ,r rY. •'P: . -y :I r i'3 r3+'..,A• 'yr i:' ", rTOA. G. Wk � l ..�' . j�'f, �'r !� t�'Y,Yir:" .�..:" .r;.T�'r,"�rr•-. } _ � {:; lap", t ..�, 1# ,•7t r r,! } "' , . , .* U +, r..,r �•. , X';V +}J�} "..: .,� 6° R, „ .,+ �4;s .+k...a yr"h i"a." J ��,r�R•r1 :!T:, ,r �.� ri' y�r �::. , // !�: l� l "'r � "Cy :.r.r fir; ,f � {y� ,.�' ,>;''� t,`r r• ,(s• ` /X, R.R t'�jr(� '�. <`' +iti 1 k, ;3 ..7 �r ' T" ' 'r } �R t.tkr = -y. nr, :5k� ,. r:i � •.J r t•.=T.r rt .:� t, -,r f rr.(. � '``'� '.''` �l•,.;y� a �, , a� R+°,. .�. 't?'�, i,n? ',# '7;- r ,. kr, •6 �.r. ,r�tr;r' �"1, �#�,• r"fir=�� 1,r' err. ,,".a 'I"�': }L� eta- •h r,.�,.:'(!r �. `r)°?c;. m '`4}'kR 11'r� Sx�- 'C .�'.. �,.'.�.er':,,. :+ �,. r�", #- `r „yr .,r '�"'..,e'Y- {��. -��t•. ,,.n. :1"�4" ,f .�r,'` ,. •-`� , �� I� 's •-,�,' ,:cr. ,it.f�'.,,rt'•7,.,,{!• f` t r ' ..Z', # a y- _ .l '°�i,: tjJ { �y, .�.' ;++Rr. 3ir ,R�,fT' �r�y: 'v' 'r *� n,y , ;r ;.r 'i„',I" ' . �•yjyja . :r �y :•'�j. f^,, )I t'! :r - 4f! td _ t •t-e • NL 3 I"rdr' r `{�•'-.A ,� �_r. fr C' a r �} yak! y „'. N A yr, d { b t11nn f } . f J. 14, w , f€t . F. r, R ?�S #r" d".. .tRi"C ',t rA• a `in' '"X1 .. jtr,Yl's ne ..C�t �. ;tl f ,.'.4.(�;.,..'i -�F e, a },. '„�:"H ..�•:: a3+ti •. z ,F it ',�} rl# ar. 1 �..w r t, ..�.fir r� nY + a , b. ns�, v:: J it! ti..'.' .n ,ip HrRn's, 9R,rr� r t VA . r.',• t, r �j 7r �r w ur: A�.S. r}:, 'd..J.'Sr .#.•i c'ri' h n'.rr,.:,,„ ,.r'ti : rw , '��� p �k t 7 al �. h rr �►° #r: r� r. 'iitr, Ct�:1'rr�� ,6',n .,�#�, p. ro r. L {>., � �.�,.' •�, 3r',R,•{� r yq � l'o' L itt,�.jk � r;�•` � tl ¢ .'�•[ r�� 'i1y. ..'a<� t r= y � . ,: n:+•a'�,':: ••.l?. r, ii:,r:: ir, � 'd+ �+ +� L� '.� , rt.. ,r,,,Jr..,,J c � ,�ts %air ; i ��'.'ti. � 'rtG• � ! Bey. •r i�• r -M, , '' .. .,i..• dR�: :.! ?. .sr, ."f 4n rS� t� Y'n' i... "Yt 1 � qq�r L �r' ':r P .,r. 'S.,ns 7 j[V. "hh ,.y.. _,fY•" ,.13 !ti •�� 7r���b7, ,����!"•{, �. bx :y ,id, �t'.: ) '!� r b. .r :r :y_1 T2 'i' :r� `-'�•�e^ .9�'t.� vn... r+:rl.•r,{� ; -,�?h}r »t' *J ,�. i�, -' li^I�',' .L.- j s. d7 f "�7", iq �H• ! fr k• r:. ifj •+. •,'` H Nr,r,.}r k a, :'k.' l,+ Y,,.., .✓r... , r.: ,¢ •.4Y.F �A -i r �\,2 6•. �, e�." +:,, y7�r�.•+`� i , v rr,.J'* 1y�tnu .7 .Y7. n;_. d�Y,#::r� ry ♦ ,..k , -r!, 1 1° aC+ i; - ..n "F1,. •j... _ .t.! r.. 6 ': }l ,� 9. ! `q a e o r: "�, t Y. r '. j t .k k�' nr .� ,�t :•rr:, ",� ,�.r R� �{!: �lr� a� i��' , (�;". �Cr'n. -i` 1,.[G11, ^rcn.- NJi ..i•' 1Y:J: rd,'! E ih' V't { -• �, ::, ':, �#•.� , ,�.1#t,+) x :'w• r..!`Rgr -rRfr*''mr x•. :�,y.• r l'.:' :.^ a „- 0rr?' �,. � �r Y- .�'✓rn a � r: Nl' * ' �l: `Yr S� �"�r'rf 'U � ,fir , it "�yy�� 'Y •. ",r rt'p, k' ^ :. �`.+ R: • �';�:. ,. ::r3 a, r` r5, .� n t.r.: '{ •{fir �* .?:r. �,r , 1�1:(,<., •,�I �i."� 'of ,„f•r,t '�`'i i � �! :�• t r'ti"1/ 4'<f" i rr f ut,r. .'I, ',> � r�. .r �. rrr" b f, v, 1• ,`. ,�y.:.. I' �4'., .gJi y*� b.: a=.a..it rM + ; t n• ,. 1';iw'�r, W y' :!• a 9d�3%r M�y..r{... >.ji. . lY h ,. 1r:,t' s1rPIS . r. 4.' ':'° d r•i' 1 ,r .r ,. ?:..... .i,rz4 ., .: .,i F r I.! k , tr- `..s-.''a Ir,,•- rn.r -„ y t{,,;4 �d , .N+ r.a�e .: - ,:, :,•J'+y{r`.t} " '.,*rr' r. } �{ k t a• tv Vr f a, r+r .l r rty lV��, ., ,h.Nr, +�..�r1i ��.~� .{�,r ,''�'� :`.� t. �.. �Kk r'drru v .•r. �..r..�, !i h�� r�., Rs�r` y� rl �". .F�`.r.: :r.` n , ! rr qr'�a�'. �'•j��; �F-e. ,.. 2 « '`Vi•' "'ri ',. '' - r �r e•'� .., ,, ,afr,.^f:,: 1 :r :rs. .lb r.r y.h�'., R.C :Y n sk ..1i•'�''V r:' ir: r•. ... .:,r.. � �„Rd4 .3 y�, ', /g ,�.• �iy�. ,.?er- t +I, ti• ,,,, tir., •. �� h f' *... �, .. ,di. ,R, ., ..,„ r� p9 r, '< 1 rr9� ,y� ,� : 7S'r � .rtr 4: t, .,r! t v ttk r I � ,' '!'., •� �;� N, rr. t� � ,1.. r A � ,.X ., `•.r;r.C1 j�'. Y. '^�•_ 7r p ,�r" 'l�l� 11i't�",: 5�°��,k+ or.�,:yr _ltlf'� ,{ 1. �'{il� :� 'i '�,,::eyW��,JI A".." .>_S'i3 - ,.; so y� •.� `r q„� u', :,r n', jy��+ r.�yg i� J��J( ,•„t, .{�.y'7..��5 „.Y l3r'.''r '4 .,Wi,Fo-R "r' y�:a rA�e'fCd" ',Sr�•_� hS It:ry.�.r. '1r' :� .+ �, Tr,. ) r yt• re�yr.n ..+;1, :,� ,f� y1,,�7 n,f.`i�f iT.�" � �'!!, ,.� k 1WY "'Y'{t"i` ',i ( i�y,ifi"r' t-.: A. h- r� :''t' �.. _"��tKi,� �l'J,f�'.' 1 '`�..- -'} j. 'ft.y.K,'a, ' t ,-'Rl.:} 12 ,:➢� :r L.. `i: '.rR'1'� 'X}sF r fb' J.'. !r�. ,? ,. F ,, r. .- �i '. '"J 7 11F�tl�•. �e� .., ! �.r r�Lp �w7Vi , ;.l.. � r,r• Frv!�' y•. � r .,r� t. �•}�.,a •.�.. t ♦ .r• � +,'h"�( •�.��� �. r:(•A7' � `T P��. .'k. c. ,. :ac:' S' f ! 2 'Z'':" r.� :1 1. '1 ,n.rr' q - .i 'afr. {?1} J,.' w .r r+ rr d 1 d#• 8 `4� � ., ., 'f• r 5,i� A�, ,,! #[�yy� (rW�j .:Y�,yh,. l ,,e+_` 'i.�'',. 7� t.1 f'. t., k� -'lr ¢. .ry Ir R. `.T .� 'y 1: .1�.�R1 fri'�;FF7.1- �'. v+�. y, ';1 �✓,..7t d/'" �t", :.aP�, ��tf(.�R:� "77�'vAL "i,.., „.,,..,,.P :,,.:., ?s.� . y .i .a to •.i n u.. .gr ,-�,,;.+� 4Sp � et+ ( KL ,r ��lpt ,'r i :' '. � 17Af' �•# A {�. . r .tl. 'Yr .. r , A- A:,ryy } �y ,3Tl- r. ,c t' ,'I: " 7 tff f ,.': } "t tN . h._ , !. •.J :..,y- a .r' r +1; .o: �i' �� ,#r _ ti, � ' :: � sa � � v"'�� ..:� +t�1 r2..,, .,y91 � " , p&� , [, ♦, pp J�:V 4�.a•.r,. .. .. . .r7 ,r,A r.: A.1 i.R s ,, r< •T ., �.. r ,,� K.Y 't. ..�tr. .t4 d.n�k. �., + 'c -ji t.i' �..,r, y- Y' �`. � q.t ai ,:� -}n" •Y, .R a .3r ,,Y•.� ,q t�!, ,',� 1" ,+��::�i r r•:, R'�',a- �i r, ��• �s r"' Y '+V: � r ..•4',. ;p�i. >,1,.� f .,. 'e%u' �`sflf•.: f..;; , !�<'r '� ` y �• .IS �t.� lr ,�9� ! ' 4. Yfi � w: `�T ,y r.1a-.��.( rt.. F,A rr ti k, '.��, ,� �y �,, ti<f�' iR.. .�C�� � a • m{.,r,", "`tiA•'r �E � � ,i r r t. Mpg ,$••�4 t,.*r „"fj. fig �. 1 �.. "S(. ,""�S :ku a�t7.-.. }„,,r� � _.jic' 't #'P r�� '"d�+ ". 1 r ..'Ya .+ek�i��i' r,J';. ,P;,l��y ♦`1;�., 's t:;o. r ';r'',7 { _ � ,..,.° ,y� „"o'?a�14:n eti, '•, :y a / 3,.. k .."I ,r . W 4r '' (, •sr",. ry�' ,a#; 4. vC.'`• 4 b '.4 k.t w J'' , .,_v :'* I,,. ;..�, t• vrV.`{ft..VXti.1'•. rl., e� .�� ,b�} t• � ,,�;"�:, a .'�. 4 d �•: ^i.l E!•!; ., ". -ir. fa.. .i.r .: .. 'fir:r. .4 '. Ai t' ... iW„. i 'l,r,t !' #+ �., ;77,. l w. r, k' r:� /'.7 - !{f n.t*,.T eG •i'' -'t.. r' a'� rn t.: pt 7 b,6''ke .r • :r{ c; � a r vd ..r,^ rk'f} ,Ttti�' }} t .. p h �.l''i �;e "�•,rr y: y. i { '��rR ,q; iY+ t / a .r-l �1� �,,. f. +f;: ..R a. ,i,,rr r' .a.9, -!n .{i„ j• 2.+ F, n- '^ •��,".. ..Jr r ri " . ;, FS " . � ., - '� t:, f.. 4" :,C:r.. �` l'61 .: r it x.,•r..�' , 3 r -... .,1' Mt , �r ` ;, x(k,.,1+•# , ..rr., ,r � ..,nb..•# L.r• �:,. )+ (t, C'' - .r<i:,1'7a'I :dF.,. �.i.ter R :.r:. .;iY: ''7ik,•..+�, , ., .... u., i<,' : s ,.: t, +7r '.. Tl ��} , d r.r r ri1l. .. .�. r_..:.: .�7i'I .,,., •u'hr<r ' �o1i: V r,A,r �f• [r °:a ,i n ;r� pyyr. �; hr ,, p ,t .i. Y: rrr: 1 f ft. ,r ,.. r }y.'(.• 111, r' `!5 .h:•. !^:+4'"a.rrv. 4�+�,. x -•, y ':' .�d � `t �A� a'+ .'S r•� .�'#� 't rs r. ,K''R��. .�, f. ,}2.-.5, `r• �. �4,, c:°i .'��v.'� '�!R. ;�: v' .+?`.rt•: a� ��' '.il �- �.4 �'' 'j.�+a �+ t� r J` ARr': -:j.,rl. Ij ,; af¢. `$ -:,trr'�r4 ,n�� �, �, ,�.,�. . �, ,.�rS P'a, i.. •.,>u'' r,Sr, x ',r:'. '�'b...� e,. a •,F. ,r� i r.,, r�"r..rk 'Yr ,i{s�lq.,R 'e tk � Erb:�� 1rt' ., � r,'h 'o� �, , ,4 ;r• J 'r+T d. 4 aT. r i •Pyye `?� ' i ''r€ r y . �, 7, Y ; }� Y�•.e 'R 4#. tl '!t. Aa ,. .. . •, > ,. �', %'n .-. � r�:. z'. ;. �.. . 4pY .,e� .,:1..:,�' .� , }•.#rV:: � R,j3f• {� "y'�fiiz R��V. #... `�. . `� �` ' � �({ :: ,::... .4�, �, , : ,y. r ,r•g4ta ,r '1-:` .• ��r'r7• r•t *r...:' el '.rt - f fy , r Y'ri.;'1V ( �. fS;•i:��„#rr.. -. '�: Y}'- .t, -.� k,.. ;rv«V.-..... ,uf�i: r,,'ry. :Nry� �fr_.�A.. g.-a� t� :� ,r � .r., r 'l � _.��•: -r ��-'� i �.r< _ �E.. 1 ,f I� .d. ,.�i,. ,r',1Roa,F,�- ;ir�.n,:�: ' 'iS. 6.}.°r,"..y kt �ry�.,,;r..�rt ,yp r;rJ yr a,....��,.�!�.!?�+s.s�,.y1,r�urr�.x�.*�'ar'r',,t}.;•r�..r,r,.f1.r.,V.a�.`.,+;ryc d',p`:(.,,l..7.i:r6a;..-`.':`-y:,�t��..L`.".:rr�.,.h�IadS7, Z y.i.t.'�,���1r 5.t, �qTw�rir,,.rt.A�.'`Y'{Dri,3.(,n;A y�2r'Err.�l�.�1 r"�•k.�.S'3p1",l+edf,''"£'w,,`�,.r.'{,.�C a..7`�i,i.r�.'n•.tii,6 T.,..b�,q-a r 1 r.�u3✓�.yll,§•+Y-i,,Y.a,;r�i,t�d'.�",r�a�.t_y r,h,jj.�fiytr�..a�`,r.:,�:.p"r��':"}]+.,.1a�."i.,r i:y,tr'd.�':�:`'...Nn,S't'(•i,4.7',$.,�.'.'^f E��:�'{{;i•Q�i�ef r!1�f s#t:•,r:nR.4`B:�„,s;.�k,..t,�t��$#�,,r,.#�1�';r.e...'�, t:5..{::hr, t,"..,�.. M:}�R,,,'.�ti."u.�r'#.,6`.yNr,f'i...•i'`'[�Y•' ^n '•�#,'a.r1.':.t�e...';!s�tA1 tr,"n,'1w"('ij�:r`y{„.l•:.?.:+r.�,r�i``YR'.iti1 z,n r,r."i,�ti�y!•��.v Yt,w,s..-:t�, . y j i ' i, - n.r:. � _ c �P.�:/#fA:•a:,r. �..!u. k 1 sh'<�1 'Tot rE. .i .e..I:. .. 1. .. � - r,r '#' J� t� ..+ �..,r�rr, M'� 'S`,-,/��� :,,.:, ._,far., - y,�',. `Y �:...'Ya��,�! �:..i^ s,. r xA .4,.if , '?�).;y ''�r;..11at �ic},p �f� „I@ r(y� �''.J "•, f. +.IR.. t ,R4#') ' ' :,,..,: :, ,.:�, r �. I,{,,e"�, ��1. .y.., :r,� '/;ern•,:_.t�.:,J' ai[.. .�. ,,.','(fir q' �}Irt'U)�. Ff"s><i..�. "�;rp. /�.,A {}' :. ,h/�: 1. ,r. d..,,:, fR'' yf 7.t+° ).� _,�', y r "' %. tlr � ', .r +1'it�Y.phi,r •'If �•h,G 5 r R � nB-, � - �. # r�r � ,.;���• + •�'.e.Elilt,,,�{}}1��•a+��„ �t t rf ,dl. -.' { J �C ::r 1'" d'r,. '��... ,, : y� :f r. Y"'Yx-0. :.,'t :.fr'r .�:`. ,,9[h LP,!• ,. .N^. .l�t.e tpJu r .r -,')� i'.[ � •r 1..Y„i S,' 4 �rk:.r w.r stt a , a. , • �• .' f, ' ' ,r r,tftr• �.: t( t �". r, a. ) i ct. 'nYif rttY �C<,, r ,�,( ,r,. ),y,�, �,:.., r ,r w•�#.,� � '. wt.�st.�.,� ,k, },, .r�r� .kF�t,.�x .a �s .��'.,J,: ii:; .1 ,''N" r ..� '"y i�Fa: ..rt `.•� a, n;+Ylr rt 'f 6 rr '�/ � ;r •�:� , .� k. ,r� ; e ..s�, k , Ir. rrf�' .r �,. r. .�1..,, 'J, �1�� ,.� "1 d. �• rwa'� g ,rL � r.!/ .kt `, a " � ,.�,•' "a � 4p�.r' N ^ t ��f:.,. .c -,V,., 'r.. ��lj'' � ^r: ` �,: :rj.. R,}' t r r � ,. ,J•4` �'r�-'' r "[Yf:.'r �'.: +1� ru,_v ,, ,G �''[,h' ��;,F� '-� }� t �V/ A � :�: q i•��� Y+la .k., t :. r. {yy� :�.,,, k � ,, e t[j r:.. k.. 'ri'.t�..•0.1,4r"�. �.,.�:. v!ni�. ��. rPr�.J�� L,,�w 77. ..,,� - r� t„ ,�9} �y.,.r �rf' - rl. - til, r.1 9�! ' rY.•„ .r r, '.�.r<rYp fin' ,.•Il! r.:,i. .. �, `,.1 5, .C'.. ;, ..,'.. Zyj', a.. lrt�., r r,rr. t k-, .ry , : t� ryw,�T�,'. >1; r ,}gqy �s ,kt.y,. i< ' A}`, •^ 'S g,n;Wn�l as.N,'.: 7� rd, ,�, �t,vl. 4 �l,e(.{� v '�,.6* # �"' ."; �: :5 r➢' ,' ,n'ra' ,{{ } {f�}; ry�,. .k cs� ,. `r {t: 2 ''t 1 i� a r) r .a•.r Y :�'gy{�� A, a rt 1�>; r. "�j:: a �, �j^:K4r� ',r. �i.;: � •� t, ,.,6 ...�5".�(` r '! 1 Er� R, r� -�*.. 'itt} �•: r T�p}�,Et r� S rjr_ +i� q'�( 'a'�, rt t,.a' ' r-Y,,rl [y�r �. 1R Jit _ �'i', s n,•:: GG,� v i��Y. ..,T.r �r, i, ' t.. •_d `•W - "M 1"- r: ,t�' .•'7." F M .t. IY .(Y}, ,' ,fe�yy: .pJ�y/ �. �} r.�,,.' .'!."�J .` [• r yY " `4�wv,ems i ': r"•4 +aY. , t r� 7 a 11 r t. V• F� �R a .�t; :0 Ir ;,' �r 1'.7 t , .,� i},.i,�.' ��r�i, J^ .•�' "�Yd^.: s .. { i„r ppR rP r•: fP. ��f �k F;++fir _ f .. 4, p. sc �,�(4 ✓/ .K R( r•F° �. ,y` �� t :..r �,,. 't: 4,: {V! Jrr..,j��,d .x�'. .� �'. 43b ,d.� `CF.r! 'a.. 1 t 7'. 'ti;s 2.. ,t�, "t y', , t .qs' .. dr �!fill' } �1 �i� a k.. cgr,;'�,Y •{{'�� 1 +�; J ,.i, � .r.' P' '`� ;!+�x ..t#td r,r, '"f �r; y't�'^ ,.a.., R`:'�fi � t rj�i '�yi .�q,. i sL .'f'. Y �'1!' A' � {J�yyl ±t4�(r" �; a t. .! `s,.�':;r...� �v�•ar,,.'�.r 1.,�t; �� h,"3sr'Fr- ,s..'.:fez t 'i: ���� «�rY' -T.� '�.•,^', :�': r�dr>t t, Va' } W R` �,i Ii 9 r �f". �,t� .'.# y•' �•I�:,!? i.,r� s:`f' .a.l ray.♦ rl� "r' .r it 1 ,tee 1->�r (S�f' R•�r� •k(•'� Fs. 'i"' '�,r �1n�(yy�,6 rt ,j:y, h h ' ,.' L. a .:,," �;. S r' .. i) rj. .. "A, 1; �.1-t �ei`"N ,y. 'l Nh�,"s '°'•A ,� t 1 if pr A�', .r w ++ (`'' a �r. Q yy.' .,,... ;:1• '.4�[C •2'{�.� y ,� 'r..')r �(`n V� t �4 ,�i Y ,�' ;:Yrx- i';'i � d f r;t t',4�y', r •'f t 1'1. t. ik, i ,T. Y � i j T! c��P.'. 'y�, 1'.• R.. � � �tT � ' R ) t'`i '�•:- l� .� i f r• r K y�, r Y3r. rs n �? l ;•R r yr r r 1 ':o-r,, r , + ;.,. t;• iv.` x .l��l' •. , .. r . '. • ,:, r �"_ ' v •_•�,'t".:ir... rti,��. Y#'.`p,.,r`kf ��.: � �A:'> P, �#'',T ..,�,:�'.a, lfP'"T'"'+"�4`4.: ,,. �' ��, j `C [r.. .q�F` 'a3"y u°�►?n; � a yrvr s.'c .;�i' rr}},, ^..RHl. ,f r.�b�`r�.' �.o. r'"' /L y ..' } !y ri y wt• R+&_ �� ,'�' ;. 'f '_�e; 4/�h:a ,,7�.q� ik .� a c :r sAr' (,� ` �.rl. t .,e. �. r"} 4 ;E '.�4tk:..�r. "rYli,L'R �` t'• tt � y '1�• �v r°-:7,,,a. ,Y'.. Y� rt' n -'`� r4 �' SM� [i.'l' ..1. r • yy,� �^ � :' . �?,r .v: i t. gg ss �?t , e ��1 �s F� ti,u. n:,��4 rr �� # 9r4T:�� ' � -! , .E s ..,"r ? Ord � rY. ;�y �.r .?�.'.s:'Ur ^I#.- �rk.::tt7:�Y ".�•'=!n 4� � 3W. y 'l' i !,.:,.��i'•.'kY.t'#t �,,r'i� '.f' !N' it fr, 1 � _, r' �/�rt' r, `w .Y ' .,����, ,t?�"1` .:N. ,it ra t r e( �3 "S r �. ,i" �• q.2_ �', �0 ;*1 'qrd, r��r� r• -},55 �:<� rr�. � �-''±� rk r;-d{'.- 'iY .�•./ __ i,. �� `"h`�' ,t^� ��.: ,^f{1'�:�.�{' 't '.i.: yy3 .:/ �: � �SY: r r "'+Fy r '•1 ,tr ' fg._ ��` y:� t la �t g ..-ly G- '�;;,', `t �hJ r' tr`r .n }r"(s,;' r. . t rr, �. �.)'•, s�, ti' a 'a.« is rAy.' •� r � � �.� �` �fiP p.� y � •.r- `A' vt- rs,p .6 .l.f�. z: '{h.. :r...,+r .�, r c �, iA '��"�7Ip�, •l, 3 .x ' R, , r`+, ,tip;.3r f'?"�. �7' J _ "r .Y, ,,r"��L, rY'• 7r:.� .1:rI�„e` > n -J'^c wsk };sce�,.,.?,rD• '"�•,^�: ,r s.,cr� r �: N+ °';� .�r ,r r r, , m A ' ,. ;r` Y n ..; t, � ..,.. •� ..yt"-.: ",�• 4 :., '','..af r•nl, ^_n•a..Z, r.9" �! ,t' l� � �1{ . '`",1 A ' 'W , ,r. rr @ .1. y -1•Y �!o-r G N •Ur ri ��'��:_•✓;. ., it ar-� :r. � - X •�. ,,:i `ar 1 �t r t � _"+r�����' t �M it $ :7, SV w s�4. .{" ,��.�, ^� r. rr "� ;r, � t .m, +�#V' .1 i�... ���::• �,, �' ,rn. t�'d ,�,.., "rt}.( t • .1: k 'hpt ^� •ni;tl RSlr.�,: ,ril�'`rm r,�; r � R� .>+,'± �,.. a•' �: ,� �'" rr: ,, ! ''4r. k .i. �' ^'C' -r, '�7-. Y.. 't-,`'�rt,',R;. ,� i Sx".��C s r, y�, ,,,{,r :�,p,� �.� a,., ]ri•.•..dr. - "�` -•a r.t..R, k •d •� �.. ern.�. .fir,Y. 'L� ,.,:i f. ,ys '.,..�t; ri�'. at.. .6'). I...;r �'."•n.tr J�„(a r.t :r� r~ '� r it`'. ay', v -i7 w,� .'P'ty,»i� ,#r, , ! �e.. : �L',,7]+� I� :t:' .,tC , "a �!r _�j�1 y;..�,: "ih�:r',rx;' ' r�, f`` «•a, t.. r d .Vrr.r" 'T ,'�., to%' °�:-f•`,. �y e[,. ,,,r y,_p .+f .�� W" •,,n :� �'%'''4� 'r�Y .d..�.ram,:' '� r.}}, '`.-}+' �' � .t r,, 1,I 't y �" �{ N •i•: � ,7 +�+ 'ttP#,..N a5(. �: n'2*:5�.. . l r Y`': .i. f-- ,r� E � :;Y ,a ':Xt �,. 'r. � ,r�.� f:� kk a•, .�, s Ni ! ^� ,r�;qf hi a!� tSN''71. a -�,• r, i.:• °,5 ', �, ',7.. 1;',} r � 6 +74, f YE� fi-." ..�t rLC•. "s,; i�, :',^'.'o � :srrf,r, .�. . t „i.. t,','�Jf. r+ r7 r r7 ., yl.:& [d •-� -:t•,3 i h:R'`+,-. x� G ✓. :ik.. r r.;, ` D- r. ru•7j' 'N4 y°....]c•.�d i7'� ,a1' ,'1�.: i •Cr +•rNy�_,'� ;? rl. K nr/--f 'i:, „'vie Fy. ,9 y. •53 rNXp �'�'� ff'', r �. f ��:. t: i r "F-) k. � r.J. ,1. fl`• 'i. t. L7 ,r a, "rirt .:1; t. ,• '4 , Y ''.. ,1. ��,;� .,�.•a.r' - ''1�� S R��F�AC�.�A _'P .,,rev -t�r:.. k: 'n •>V {' r , ; .�, .r�'.,., +� .'t,, - ',;��;f� •i•ti t'c< r� !� "'�� ff" ,i h`• ..1�.r,.' ,xr'��r r ." , a, •r. n , ,.�,ro ��di+l, ,1 o` .st1 ,{ Syr;�{_�E},.r4 + rr e"i+:.� r ^r n ,lrl A' "l', ,+ �' , .tj r r r T 't .Y r d@,� w ..,•, rr*) t3,'�i. �','`l 'iN, `4 ,;*'S., 5bF .�`. ,Jl. 1I. rj rm. i &. ,, -',;�'li." y �y,•} s r ti lY v.r , , , t ., A•fi.,.. ,. }.': ^y •n', 'rr 4t J' ri'L t;'r 'C, ,k. >e '. r,. t,,:,/, s":r r� 5yl.. j -11, Il•!•t ..n ,.,. .-c R•rY°F J i.,� a;: {�. ri� ;7#�' *e 5r -c ,p.� .'.J: �'� r�, f r.rr °5 �t,,• •ej,�� • :` *-.� `tk�a :.t J r }� •.;.,rEi•.. ,a "i .y� e r � r l..��yy,,��,, t .:." �' 'Y ,• '# y .;X•. „ ' n++ < ., .i• '.•'J!1 ' r-' r< yy.'M .�.�$. .:r t•},,^s"4R n .'ti7,Y''� -r�,� .5.�r' ty,. ''�r r' ,r, x', � '�if��'r� "� r r„ •�,. 's,� '., :. � >$'.�,.x '�i' r ►r kM' , .�`.. r �k'- ,tr} ,C � /'AH' 5 lr,�(9�l:.r: i1r i?}. Y` fr � . r' �' � � ' t,- .a ,�r'�{C. '+'+l%.:t'Pr T'`:; .".1"• u, J 4,•.'�'�,"PV`t°r' ,ref .+'t"'' e,. ;,1:�y. y. .n i'':�.t:,r r-^�: ° 7' ':w•.'�T"''.1. �s' St u R � r, +k,:n•,r Y �" 4- ,! ,�t}m Sr'' i'7J,J.. ,_ r .J'F.. �.��., Per": ;iR`rlf'� _:�, rA •,r, � ,. ..r 1i . � s� -rl-h�{ t�,. ..#�. �,i,.. #,J!tt`, rrt ., :,r;.' :f �.r" .,1, 'f.. t ° � �� � -.tt •.r,';'t�t�r'l fili �4.;!n,:, v T#+ft a i .,4 r ai•"rf ,r ' , fit, t H" rt4 r6.r� lc{�. ' r .k " >> sx t. Sr;' L Rq}}.p�l , :# �.ri :' 'V',.•�'�. '� i sJ' � J '�.r� tE::... {� �"ty.r '{.. :P• ,rXY r, =�';., Qr" t L�'. � i�..� F, i✓'r JIF f CY. .r+r s ,, c.r, f `.wvt ^f ",�(,.. ', ;"a fs p f'�' '{" e +V� 4 •.tt?+` <! .,t :�, tr=d. Tj' .a:,,, tt '•4 �r,.. a ,�' , iR. #�;r'• '�! .k., '`� ,s � fitt `� .f �,u,'.� 3'�s f, �;R .� rts3. � f �`�, �M,U•w,y r� �� r1,.. fyY .thtr�..t•:� y I 'p: �� .'� bli':,..a 4'. '�. a�Sir.. t it ti., i' , � :h^� `•R x. � i;� •',w+C .fx. y,,r *fr-- T• 'f:` ,[^�' ii F 1 •ir, yy Fi � r "Y .+�#(.''r•`h, #',q� r S'.: �, i1 q.. h, vk•.ui :rx y. -::1 ,. fr••' r' evq", 4r,' '#.' ♦�d�i u'!t`Yitt '�• ''4 ,...i?, � �} rr+'7F*)az, Gr•tt ft�, -r -. n7." /1•F`<,:1; �31n'.irl'SerQ,..!!t • 7 r k, - -r -'« ,'., <. _ t .. . r3f. t,>.r. G'h" - r tiv,.`. � l:e3r, n u . 71 � ri4t'_ L =7tr„�]`.�_'-• ,`� .,- , � � ..r�i-r.�,-�trtx. r�' �r Engineering Dept. (3rd floor) Map Parcel_IQ6,4 Permit# 0 House# 3� Date Issued 9 Board of Health(3rd floor)-(8:15 -9:30/1:00-4:30) ,L-�4g _ Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) st or/Scho Admin. dg.) � �twe► 44, prove Plann Board 19 ."y eAnnsrAeLe MASS. �. Eon TOWN OF_BARNSTABL .y� q,11� �o ® � Building Permit;Application 44j Project St ree Address �� Village s Ownero ess Telephone '` ' Permit Request First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning,District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing ' New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces:Existing New-. "' Existing wood/coal stove ❑Yes ❑No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review#� - Current Use -Proposed Use Builder Information Name e�� Telephone Number q S Addres License# `. Home Im provementleunivactor# Worker's Compensation#&e V1� M / NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHO ING E TING,®AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR92 DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) r , FOR OFFICIAL USE ONLY .. PERMIT NO. r DATE ISSUED ! i MAP/PARCEL NO. T ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION ?Lw, 97roF 2 c2 S FRAME �! INSULATION FIREPLACE ELECTRICAL: IG FINAL - PLUMBING: °`ROUG FINAL - GAS: ROUGH_ FINAL _ FINAL BUILDING. � DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE s CERTIFICATE OF OCCUPANCY " dl PARCEL ID 313 007 GEOBASE ID 23128 ADDRESS 155 SOUTH FLINT ROCK ROA PHONE Barnstable ZIP - ILOT BLOCK LOT SIZE i DBA DEVELOPMENT DISTRICT BA I I PERMIT 24106jtr �ESCRIPTION PERMIT TYPE BC00TLE CERTIFICATE OF OCCUPANCY i I CONTRACTORS: -ARCHITECTS: Department of Health, Safety and Environmental Services TOTABOND FEES: $.00 �?� CONSTRUCTION COSTS $.00' i 326 EDUCATIONAL BLDG 3 PUBLIC PR+;r;� R °` , * HARNSTABLE.` *. MASS. OWNER BARNSTABLE, COUNTY ADDRESS POLICE/TRAINING SCHOOL ED xP 0 $OX 397 - MNT DEPT .� ` BARNS'ABLE MA BUIL 'ING DIVISION DATE ISSUED 07/01/19bW- EXPIRATION DATE TOWN OF BARNSTABLE - ' CERTIFICATE OF OCCUPANCY fji r PARCEL IB ,813 007 - GEOBASE ID 23128 ADDRESS '155''SOUTH FLINT. ROCK ROA - PHONE Baristalra l® $I P LOT BLOCK LOT SIZE DBA DEVELOPRENT DISTRICT BA PERMIT 2410-6 DESCRIPTION PERMIT TYPE B6665""! TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: c :Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: s BOND t:,OC� Ox Tt1E CONSTRUCTION COSTS 32E EDUCATIONAL BLDG I 3 PCTk3LIC PR 4'.�.� * BARNSUBLE, • OWNER BARNSTABLE, COUNTY 16� ADDRESS . POLICE,/TRAINING. SCHOOL . P 0 BO. 3S7 - MNT DEPT BUIL NG DIVIS O`` BARNSTABLE MA B DATE ISSUED ' '07/01/1997 ' EXPIRATION BATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE:APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WOFK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL'INSPECTION PERMITS ARE. REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU= (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT q' (� 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR,BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE-PERMIT IS ISSUED.AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I BUILDml ,NG 14-C.-4# 1 Town of Barnstable Planning Department Staff Report Appeal No.96-140 Fire Training Barnstable County Variance Pursuant to Section 3-4.1 (5) Bulk Regulations (Height) Date: October 23, 1996 To: Zoning Board of Appeals From: Approved By: Robert P. c 5emig., Director Reviewed/: Art Traczyk Principal Planner Drafted By Laura Harbottle, Associate Planner Applicant: Thomas A. Manley,,Director,.Fire Training, Barnstable County Property Address: 155 South Flint Rock Rd. .I-BARml M& , Assessor's Map/Parcel 'Map 313, Parcel 7 -Area 4.45 acres Zoning: IND Limited Industrial Limited Zoning District Groundwater Overlay: WP Wellhead Protection District Appeal No. 96-140 Variance to Section 3-4.1 (5) Bulk Regulations (Height) Filed September 25, 1996 Public Hearing,November 6, 1996 Decision Due January 2, 1997 Background: The site is a lot of 4.45 acres off Mary Dunn Rd. adjacent to Flint Rock Pond. It is owned by Barnstable County and is the location of the Bamstable County Fire Academy. The property contains the concrete "bum building" structure which is used as a training site for firefighters. The property is located in the IND-LIMITED Industrial Zoning District. Section 2-4.1 of the zoning ordinance exempts educational uses from zoning, but does not exempt bulk regulation requirements. 2 The new bum building structure is proposed to be approximately 1,700 sq. ft., and will be 37'high. The portion of the structure above 30'will be about 8'x15', and will provide an area for firefighters to access third floors and use aerial ladders fully extended for firefighting training. There are only three such facilities for firefighter training in Massachusetts. Only clean straw is burned. There are several other buildings on site, including sheds for ladder and straw storage, and buildings for classrooms and administration. There is an ongoing clean-up effort at this location due to past burning practices. Today's burning practices no longer jeopardize groundwater. Staff Review/Recommendation: The proposal will improve training facilities for firefighters, an important and necessary service. This is a location with extremely light traffic, and the 37' section of the structure will be blocked by existing trees on this site, so the new"burn" building structure should not be at all visually prominent. The applicant has stated that there are no plans to increase the number of classes or training programs held, so there should be no need to increase parking. The Board should consider: • That this institution is unique in that only three exist in the state and the modern requirements for training of firefighters dictate a need for the increase height and stories. The uniqueness is in the use of the property and its required facilities. The use is permitted under zoning. • To restrict this structure to the requirements of zoning (30' high or 2 stories)would be a substantial hardship on the petitioner to continue to provide current training practices. The operations and training programs must reflect today's needs to remain competitive and to assure proper training of firefighters. Appeal No. 1996- 140 Fire Training Barnstable County : This relief can be granted without substantial determent to the public good. The relief is only for 7 feet higher than what is now permitted and will be screened by existing trees. Granting the relief does not nullify nor does it substantially derogate from the spirit and intent of the Zoning Ordinance. If the Board finds to grant a variance, they may wish to consider the following conditions: 1. The new"bum" building,struct.ire shall conform to plans titled "Site Plan, Test Boring Schedule and Details," by Alger& Gunn, architects, dated May 22, 1996 and elevations titled "Proposed Bum Building Addition for Barnstable County Fire Academy" by Brown & Lindquist dated June 17, 1996 submitted with the application. FU34LC Sj 2. The use of this structure shall be limited to fwe4R njftg'onlly and can not be used for any other purposes without the permission for the Board. 3. No s all be burned on.the site: 4. The"bum building" structure shall not exceed 37' in height.. 5. Lot coverage shall not exceed 25%of the lot. Attachments: Applications Assessor Map Plan Reduction copies: Applicant/Petitioner Building Commissioner 7 TOWN OF BARNSTABLE u _-.- Zoning Board of Appeals Application to Petition for a varia Date Received For office Use onl v: Town clerk office Appeal # c Ck -_ ',AID _= Hearing Date % Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Variance from the Zoning ordinance, in the manner and for the reasons hereinafter set forth: Petitioner Name: _Thomas A. Manley , Phone 771-5391 Petitioner Address: P.O. Box 746 Barnstahlp Ma _ 155 South Flint Rock Rd. Property Location: _155 South Flint Rock Road Property owner: County of Barnstable , Phone 362-2511 Address of owner: P.O. Box 427 Barnstable Ma Zf petitioner differs from owner, state nature of interest: Petitioner is Director, Fire Training BarnGtahlp County fb ! - Number of Years owned: 14 years Assessor•s.Map/Parcel Number: Map 313 Parcel 7 E + '� - 2 5 Zoning District: Industrial Lim itpA Groundwater overlay District: �"TCJ:.k:*r .T Variance Requested: 3-4-1 (5) Bulk Rest 30 Height of Building Cite section & Title of the Zoning Ordinance Description of variance Requested: Exceed the height requirement to allow direct access to roof Description of the Reason and/or Need for the variance: The building is usPrJ for training Firefighters Will give us a wall for ladder work, plus the height for aerial ladders . Will also be used for repelling Description of construction Activity (if applicable) : Addition to the present burn stru irfm Existing Level of Development of. the Property - Number of Buildings: five Present Use(s) : Training Gross Floor Area: 1700 sq.ft. a Proposed Gross Floor Area to be Added:. 2400 , Altered: Is this .property subject to any other relief (variance or Special Permit) from the Zoning Board of Appeals? Yes [] No X3 If Yes, please list appeal numbers or applicants name Application to Petition for a Variance Is the property within a Historic District? Yes [] No Is the property a Designated Landmark? Yes [] No r] For Historic Department use Only: Not Applicable . .. . . . . ... . . . .. [] OKH Plan Review Number Date Approved signature: Have you applied for a building permit? Yes No [] Has the Building Inspector refused a permit? Yes [] No [xj All applications for a Variance which proposes a change in use, new construction, reconstruction, alterations or expansion, except for single or two-family dwellings, will require an approved site Plan (see section 4- 7.3 of the Zoning ordinance) . That process should be completed prior to submitting this application to the' Zoning Board of Appeals. For Building Department use Only: Not Required .. . . . . . . . .. . . . . . . [] site Plan Review Number Date Approved Signature: The followings information must be submitted with the Petition at the time of filing, without such information the Board of Appeals may deny your request: Three (3) copies of the completed Application Form, each with .original signatures. Five (5) copies of a certified property survey (plot plan) showing .the dimensions of the land, all wetlands, water bodies, surrounding roadways and the location of the existing improvements on the land. All proposed development activities, except single and two-family housing development, will require five (5) copies of a proposed site improvements plan approved by the Site Plan Review Committee. This plan, must show the exact location of all proposed improvements and alterations on the land and to structures. see "Contents of site Plan:" section 4-7.5 of the Zoning ordinance, for detail requirements. The petitioner may submit any additional supporting documents to assist the Board in making its determination. F signature: Date: Petitioner or Agents signature d Agents Address: jo Qo ��� Phone: 7 7/ S J9/ Fax No. ■ Barnstable County's academy...` . educates firefighters . from the Cape and all over the Eastern U.S. — at a profit r r` By JACK PERRY STAFF WRITER BARNSTABLE, — Training in-.. the rain Wednesday, firefighters. � practiced rescuing people from ditches,climbing ropes and don- ring their gear.in darkness The parking lot at the Barnsta' ble County Fire Academy was .jammed as 46 firefighters from Cape Cod,other parts of Massa- chusetts, Rhode Island, New y Hampshire and even Ohio worked in three groups. The crowd was not unusual for a training academy that has schooled as many as 2,500 stu-. dents in a year and typical at- tracts firefighters from through- out the Northeast. With critics saying county gov- ernment doesn't work,the Barn- stable County Fire Academy located in the town of Barnstable, near the municipal airport might be Cape Cod's best argu- 9 t ment for continuing regionar ytoi[ services. The academy returned a' ` S30,000 profit to county coffers in' '� 7 fiscal 1996 while providing free` b training for Cape Cod fire- fighters. The county department t ' makes its money by charging off-'. Cape firefighters to train in Barn- a stable, says Tom Manley, aca-, 6 demy director. `I can't book classes quickly` enough,"he said... Firefighters must train regular- ly as methods for handling emer- gencies improve and equipment changes,said Hyannis Fire Chief Paul Chisholm. The job involves . much more than extinguishing frees, and firefighters must also Stan Photo by STIM HEASUP get a handle on such tasks as res- •Fire instructor Tom Kenney works with students on a confined-space drill at the Barnstable County Fire cuing people from collapsed Academy last week.The drill consists of putting on oxygen tanks and masks in small area in one of the buildings, ditches and septic schools training buildings. tanks,he said. Fire chiefs from as far away as. academy property, but Cape winced the county commissioners y o Ohio and Virginia are willing to Cod's fire chiefs play an impor- to construct a new $200,000 Afield next the academy send their firefighters to class on tant role in running the program, "burn building" at the academyparking lot looks like an obstacle Cape Cod because there are few said Robert O'Leary,chairman of this fall. Duringtraining, fires course. Much of that and other training academies in the East,it the county commissioners. They will be set inside the buildingequipment was donated by towns work with Manley t so and businesses. offers unique courses, and the determine firefighters can practice under re- Price is reasonable,.said Manley, What courses should be taught• alistic conditions.The new build- Firefighters use the network of a retired Sandwich firefighter, and what equipment is needed, ing will replace one built in the pipes and tanks to simulate res For example, an academy in he said. early 1960s "that is older than cues in sewer pipes and other en- New Jersey charges.$1,200 to "The fire community has a his- most of the students going ciosed spaces. A trailer on the SI,600 for courses that cost Barn- tory of cooperating on the,Cape," through it,"Manley said. stable's students $450, Manley O'Leary. said. "I think there's a edge of the woods is filled with real willingness on the part of the xP P collapsed wpoden structures said.. The technical rescue e The commissioners a ect pro- debris to simulate a collapsed courses being offered this week chiefs to come together and do fits from the academy to make up building. Firefighters have to are also difficult to find,he said. things in a cooperative way.,, for the cost of construction, crawl through the trailer to res- Barnstable County owns the For example, Manley con O'Leary said. cue dummies. • � II II a �� 11 3� •2-R 1 dd I \ 11 29 \ \\ 26-3 4mu \ \ \\ ro \� imu \\ 88 11 1 11 � I � r II1\ I�)l 1 � \ II 1 I II I II I 1 Y I II l • I ` II II , une II 89 ¢�I I I I � I I �� 11 I � II i.mu I Barnstable County Appeal No. 7996 -14o The, Town of Barnstable ,y9. Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph A Crossen Fax: 508-790-6230 Building Commissioner August 8, 1996 Thomas Manley Barnstable County Fire Training P.O. Box 746 Barnstable, MA 02630 SPR-77-96 Addition to Bum Building, 155 South Flint Rock Rd, Barnstable, (313/007). Proposal: Concrete block addition to burn building. . Dear Mr. Manley, The above referenced site plan was reviewed at the August 8, 1996 meeting of Site Plan Review Committee and deemed approved and forwarded to the Zoning Board of Appeals with the following conditions: • Filing with Conservation Commission regarding the wetlands. • Filing with the Zoning Board of Appeals for relief from the height restriction and number of floors. • Submit revised plans showing the detention basin and addition. • Submit MSDS sheets re: stored materials. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. ' Should you have any questions, please feel free to call. Respectfully, ZphCrossen Building Commissioner A a TAPERED COPING BLOCK" HIGH ROOF 5, • i 6' CMU, W/SPECIAL COATING, SEE SPEC. LOW ROOF NEW DOOR AN6 P.T. WOOD FRAME I SEE DETAILS ' THIRD FLOOR - - cf) EDGE OF STRUCTURAL FLOOR SLAB 4'X16' SCUPPER THROUGH WALL SECOND FLOOR o, 9 �f ———— FIRST FLOOR — f . i 2 ®NTH ELEVATI®'N IVW Iu LAND/OTHER F ATURES ES.Z.O., ON A �+rWBV/D+te FF.D.I e sqn pC/yR SPEC.CLAS ADJ. COND. yP UNIT ADJ'D.UNIT ACRES/UNITS VALUE o.+ergll+a BARNS TABLE. COUNTY OF . Co.. FF-De IN PRICE PRICE L 40 4SITE 1 X �.4 = /LAND MAP- 10 86 104999.9 90299.9 i� a 0 344 '400 CARDS INACca A 45 401800 88LOG(S)—CARD-1 0 528.000 01 OF' O N MAIN. BLD6 U X = 100 80.0 gp� #OTHER FEATURE'RO� 5.800 OST p SHED S 25 X 25 196 C= 67 0 6000.00 80000 8 OPL 155 FLINT ROCK NO BARN MARKET A SHED S 16 X 20 196 C= 67 8.8 5.8 625 3700 F DRR 0550 0610 UTILITY: BID S 26 X 22 C= 9.6 6.i 320 21,00 F INCOME p * 20000re 20000.0 1 20000 F USE A APPRAISED 'VAI A U A SSO,i 11,111, T S PARCEL SUMMAI A T AND 3444 M SLOGS 480E F E 0—IMPS 251 E N TOTAL 8502 T N'CNST A DEED REFERENT Tya Mp0.TErr « PRIOR YEAR VA S �01 P AND 3444 T mel. '• 3759/0391 :06/83 E 37750 BLDGS 5338 EE TOTAL 8782 I t S t BUILDING PERM LAND LAND—ADJ INC qME SE SP—BLDS FEATURE BLD—ADDS UNITS Number "' rrp. ,�pw-d 344400 2580 480000 Class Const. .etas 836110 8/93 NN 20000 Vnus Unita Bass Rate Aei.Rau tuaV ui ABe Nam.Depr Cwttl. Repl.Cml New Atli.Rapt.Value Stall+ HNpM Rooeu Rrns Ba1M •Fls, P 76C 001 000 001 00 DO 100 - �'""'"°" 110 110 480000 528000 Description Rate Square Feel Req.Cost MKT.INDEX: 1a,00 IMP.BY/DATE: / S 8A5 100 .00 6000 SCALGROSS AREA 6000 EXEMPT BUILDING E. ELEMENTS DE coNSTRUCTIDNMAIL T CNST GP:01 q STYLE - 00 U DESIGN ACJMT 60 ----------------""��- C EXTER.YALLS -OG--------------------0�- T -EAT/AC _ ------------- ----TYPE 00 -------`------""-"0.- J.- U INTER.FINISH _00-------------------- G_ q INTER.LAYOUT 00 A INTER.DUALTY _DO ----------------""0.- L p FLOOR STRUCT 60 -_-----""--""-"-"- (f. FLOOR COVER Ob ------------"-"---s� E Total Areas Aus. ease. 6000 - U• .----- - - - -------- R_OOF TYPE 00 ---------- - T BUILDING DIMENSIONS `• L�CTRICAL--- -00 -------------------aT A FOUNOIiTI6N--- -00---------------7----6- ----"N19TRY -A CVIV08--e�SE-PRftE LAND �1 TOTAL MARKET PARCEL 344400 850200 AREA ,;1 VARIANCE +0 +0 STANDARD 25 THE I, r The Town of Barnstable 059. Department of Health, Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner TO:. Gail Nightingale, Chairman, Zoning Board Of Appeals FROM: Ralph M. Crossen, Building Commissioner SUBJECT: SPR-77-96 Addition to Burn Building, 155 South Flint Rock Rd, Barnstable, (313/007). Proposal: Concrete block addition to burn building. . DATE: August 8, 1996 . The above referenced site plan has been reviewed and is deemed approved for purposes of referral to the Zoning Board Of Appeals. Attached please find a copy of the letter of approval. r .r t ' CONSTRUCTION SPECIFICATIONS FOR: 1 FIRE ACADEMY BURN TOWER ' 155 SOUTH FLINT ROCK ROAD BARNSTABLE, MASSACHUSETTS ' ARCHITECTS ' BROWN & LINDQUIST, INC. 926 MAIN STREET, POB 120 YARMOUTH PORT, MA 02675 508-362-2727 STRUCTURAL ALAN W. JONES POB 79 ' E. SANDWICH, MA 02537 508-888-3154 r r rPROJECT NO. 960610 DATE: 11 SEPTEMBER 1996 1 :1 ' INDEX Pages Title Page 1 Index 2 ' Schedule of Drawings 1 Advertisement 3 Instructions for Bidders 7 Form for General Bid Proposal 3 Certification of State Taxes Paid 1 Form for Sub-Bid Proposal 2 Standard Form of Agreement Between Owner & Contractor ' (AIA A 101) 8 Form of Subcontract 2 Application & Certificate for Payment Form (AIA G702) 1 ' Continuation Sheet (AIA G703) 1 Partial Waiver of Lien Form 1 Performance Bond 1 ' Payment Bond 1 Contractor's Affidavit of Payment of Debts & Claims (AIA G706) 1 ' Affirmative Action Survey 1 Supplemental Equal Employment Opportunity, Anti-Discrimination and Affirmative Action 11 ' General Conditions of the Contract for Construction (AIA A201) 24 Supplementary General Conditions 3 ' DIVISION 1 - GENERAL REQUIREMENTS Section 01010 - Summary of Work 10 Section 01300 - Submittals 4 Section 01400 - Quality Control 3 Section 01500 - Construction Facilities & Temporary Controls 8 Section 01600 - Material & Equipment 5 Section 01700 - Contract Closeout 6 ' Section 01800 - Labor Regulations 10 ' DIVISION 2 - SITEWORK Section 02050 - Demolition 5 Section 02200 - Earthwork 16 Filed Sub-Bid Required INDEX PROJECT NO.%0610 1 DIVISION 3 - CONCRETE Section 03300 - Concrete Work 11 DIVISION 4 - MASONRY *Section 04101 - Masonry 24 DIVISION 5 - METALS , Section 05101 - Misc. & Ornamental Iron 11 DIVISION 9 - FINISHES i Section 09900 - Painting 5 t *Filed Sub-Bid Required INDEX PROJECT NO.960610 2 SCHEDULE OF DRAWINGS T-1 Title Sheet A-1 First/Second Floor Plans A-2 Third/Roof Plans A-3 Exterior Elevations A-4 Sections and Details S-1 Structural Plans PROJECT NO.%0610 SCHEDULE OF DRAWINGS 1 ADVERTISEMENT Construction of Fire Academy. Burn Tower 155 South Flint Rock Road Barnstable, Massachusetts Sealed bids for the construction of Fire Academy.Burn Tower, 155 South Flint Rock Road, Hyannis, Massachusetts, will be received at the Office of the County Commissioners, Superior Court House, Barnstable, Massachusetts 02630 until 2 ."P-M revail=ng=time;=on Friday,_27-Septemb'er_1996-far filed�subnbids and nt%1'2''�� ,c:rRNi2on>4 October 1996 for general bids, at which time and place said bids will be publicly opened and read aloud. Filed sub-bid categories include: Section 04101 - Masonry The scope of work includes site work, foundations, masonry, carpentry, and miscellaneous metals. The base bid work is estimated to cost $200,000±. ■ Bid security in the form of a bid bond, cash, certified check, treasurer or cashier's check, payable to Barnstable County, is required in a dollar amount of five percent (5%) of the bid amount. The Instructions to Bidders, Form of General Bid, Form of Sub-Bids, Contract, Plans, Specifications, Performance and Payment Bond, and other contract docu- ments may be examined at the following: Brown & Lindquist, Inc. Office of County Commissioners 926 Main Street Superior Court House Yarmouth Port, MA 02675 Barnstable, MA 02630 (508-362-2727) Dodge Reports 24 Hartwell Avenue Lexington, MA 02173 Copies of the relevant documents may be obtained at the Office of County Com- missioners, Superior Court House, Barnstable, Massachusetts 02630 from 8:30 AM to 4:30 PM, Monday through Friday upon payment of $50 in the form of a cashier's check, certified check, money order or cash for each set. Documents will be available on Wednesday, 11 September 1996. Any unsuccessful bidder or non- PROIECr NO.960610 ADVERTISEMENT 1 is bidder, upon returning such set in good condition within 30 days (Saturdays, Sundays and legal holiday excluded) after the date of opening, will be refunded his or her payment. Contract documents and plans will be mailed to prospective bidders upon request and receipt of a separate check for $10 to cover handling and mailing fees. This amount is not refundable. Both checks shall be made payable to the County of Barnstable. To view the job site and existing burn tower,contact Tom Manley at 508-771-5391 to arrange for an appointment. All bids for this project are subject to applicable bidding laws of Massachusetts, including General Laws Chapter 30, Section 39M, as amended and Chapter 149, Sections 44A-M. Wage rates are subject to both the minimum wage rates as per M.G.L. Chapter 149, Section 26 to 27D inclusive and to the minimum Federal Wage Rates as contained in the Contract Documents. ' Bidders shall certify that they.do not, and will not, maintain or provide for their employees any facility that is segregated on a basis of race, color, creed or national ' origin, sex or sexual preference. Bidders shall comply with Title VI of the Civil Act of 1964 the Davis-Bacon Act as applicable, the Anti-Kickback Act, and the Contract Work Hours Standard Act, and Massachusetts General Law Chapter 40, Section 4131/2. The Contractor shall comply with the Affirmative Action and Equal Employment opportunity statutes (Executive Order 11246 and amendments and supplements to the Executive Order). The Contractor's compliance with the Executive Order and the regulations in 41CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41CFR Part 60-4.3(a), and its efforts to meet the specific minority and female participation goals. Employment shall also comply with Section 3 of the Housing Act of 1974. General bidders must be certified by the Division of Capital Planning and Opera- tions in the following category of work: General Construction. The successful bidder must furnish a 100% Performance Bond and 100% Payment Bond with a surety company acceptable to the Owner. PROJECT No.960610 ADVERTISEMENT 2 i Complete instructions for filing bids are included in the Instructions to Bidders. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 30 days, Saturdays, Sundays and legal holidays excluded, after the opening of bids. 1 The Owner,reserves the right to waive any informalities or to reject any or all bids. BARNSTABLE COUNTY, MASSACHUSETTS BY ITS COUNTY COMMISSIONERS 1 1 1 l i 1 1 PROIECr NO.96W10 ADVERTISEMENT 3 I INSTRUCTIONS TO BIDDERS ARTICLE 1 - BIDDER'S REPRESENTATION 1.1 Each General Bidder or Sub-Bidder (hereinafter called the "Bidder") by making a bid or sub-bid (hereinafter called "bid") represents that: 1. The Bidder has read and understands the Contract Documents and the bid is made in accordance therewith. 2. The Bidder has visited the site and is familiar with the local condi- tions under which the Work has to be performed. 1.2 Failure to so examine the Contract Documents and site will not relieve any Bidder from any obligation under the Bid as submitted. ARTICLE 2 - GENERAL BIDDER'S CERTIFICATION 2.1 General bids shall be submitted with the following: ' 1. A Certificate of Eligibility issued by the Division of Capital Plan- ning and Operations (DCPO), showing that the Bidder has been approved to bid on projects the size and nature of this project, DCPO Form CQ1; and 2. A Contractor Update Statement, DCPO Form CQ3. 2.2 It is the Bidder's responsibility to obtain the necessary forms from DCPO and make application in sufficient time for evaluation of the application and issuance of a Certificate of Eligibility prior to bid. ' 2.3 The Contractor Update Statement is not a public record as defined in MGL c.4, sec.7 and will not be open to public inspection. ARTICLE 3 - MBE & WBE PARTICIPATION 3.1 General bidders must agree to contract with Minority Owned Businesses (MBES) as certified by the State Office of Minority and Women Owned Business Assistance(SOMBA). 3.2 The amount of participation which shall be reserved for such enterprises shall not be less than five (5%) percent of the final contract price, including accepted alternates. PROIECr NO.96MIO INSTRUCTIONS FOR BIDDERS 1 3.3 The apparent low bidder must submit the SOMWBA Certified Enterprise Participation Schedule and Letters of Intent from all of the firms listed on the Schedule within five (5) working days after receipt of bids. The Owner may, at their discretion, grant an extension of time to submit these docu- ments, if deemed to be appropriate and in the public interest to do so. Letters of Intent are not required for filed Subcontractors. However, SOMWBA certified filed Sub-Bidders are required to be listed on , the Participation Schedule. Submit the completed Participation Schedule and Letters of Intent to the Owner. 3.4 Failure to submit the required Participation Schedule and Letters of Intent ' or failure to meet the percentage of participation stated in the Advertisement and as required by Article 15 of the General Conditions, shall result in rejection of the bid and the Bidder will be ineligible for contract award, t unless a waiver or extension of time has been granted by the Owner. The next lowest eligible Bidder shall be notified and given five (5) working days to submit the Participation Schedule and Letters of Intent. 3.5 The Contractor must submit prior to, and as a condition of Contract approv- al, signed subcontracts with all subcontractors or a purchase order or invoice from material suppliers or manufacturers listed on the Participation Schedule. 3.6 Filed Sub-Bidders are not required to submit a Participation Schedule. They may, at their option, submit a Letter of Intent with their bid if they If h intend to sub-sub work to a are a SOMWBA certified enterprise. t ey to d SOMWBA certified enterprise, a Participation Schedule and Letter of Intent is required. ARTICLE 4 - REQUESTS FOR INTERPRETATION if h Architect f n mbi ambiguity, inconsistency, 4.1 Bidders shall promptly notify theo any a g y, y, or error which they may discover upon examination of the Contract Docu- ments, the site and local conditions. t 4.2 Bidders requiring clarification or interpretation of the Contract Documents shall make a written request to the Architect. The Architect will answer , such requests if received seven (7) calendar days before the date for receipt of the bids. 4.3 Interpretation, correction, or change in the Contract Documents will be made by Addendum which will become part of the Contract Documents.. PROJEC r NO.9W610 INSTRUCTIONS FOR BIDDERS 2 i Neither the Owner nor the Architect will be held accountable for any oral instructions. 4.4 Addenda will be mailed by the Architect by certified mail, return receipt requested, to every individual or firm on record as having taken a set of Contract Documents. 4.5 Copies of addenda will be made available for inspection at the locations listed in the Advertisement where Contract Documents are on file. ARTICLE 5 - PREPARATION & SUBMISSION OF BIDS 5.1 Bids for the Construction of Fire Academy Burn Tower, 155 South Flint ' Rock Road, Barnstable, Massachusetts shall be submitted on the "FORM FOR GENERAL BID" or the "FORM FOR SUB-BID", as appropriate, furnished at no cost by the Owner. The forms enclosed in the Project Manual shall not be extracted or used. There shall be no mailing of additional forms by the Architect. 1 5.2 All entries on the bid form shall be made by typewriter or in ink. 5.3 Where so indicated on the bid form, sums shall be expressed in both words jand figures. Where there is a discrepancy between the bid sum expressed in words and the bid sum expressed in figures, the words shall control. t5.4 If the requirement of Performance and Payment Bonds .for filed sub-contrac- tors is left blank by the General Bidder on the Form for General Bid, the Owner shall interpret this as a "yes". No increase in contract price will be allowed for providing these bonds. 5.5 Costs for subcontractor's bond premiums shall be paid for by the General Contractor. 5.6 If the General Bidder's are instructed to carry an amount for a given sub- trade listed under Item 2, General Bidder's shall list the subtrade and amount provided by the Awarding Authority. The line under bonds re- quired on the General Bid Form should be left blank or marked N/A. 5.7 Upon solicitation of a subcontractor to perform the work required by the ' subtrade mentioned in subparagraph 5.6, the General Bidder's contract amount will be adjusted as follows: (a) the difference between the subcontract amount and the amount PROJECT NO.960610 INSTRUCTIONS FOR BIDDERS 3 carried in the bid. r (b) the total cost of the subcontractors' bonds, if the General Contractor requires such bonds after the solicitation is completed. (c) the costs for General Contractor's bonds for the incremental differ- I ence between the amount carried and the actual solicited subcontract amount. 5.8 Overhead and profit for supervision of the subtrade in question shall be included by all General Bidders in Item 1. Additional overhead and profit is not allowed on the incremental difference as stated in MGL c.149, sec.44F(4)(a)(2). 5.9 Bid deposits shall be five (5%) percent of the bid amount, including all add alternates. They shall be made payable to the Owner and shall be either in the form of cash, certified check, treasurer's check or cashier's check , issued by a responsible bank or trust company, or a bid bond issued by a surety licensed to do business in the Commonwealth of Massachusetts; and shall be conditioned upon the faithful performance by the principal of the agreements contained in the bid. Bid deposits of the three (3) lowest responsible and eligible General Bidders L and Sub-Bidders shall be retained until the execution and delivery of the Owner/Contractor..Agreement. 5.10 The sub-bid includingthe bid deposit, shall be enclosed in a sealed enve- lope ' P plainly marked on the outside: with the following p y * SUE-BID SECTION NUMBER *SECTION NUMBER , *TRADE i *NAME OF OWNER & PROJECT NAME *SUB-BIDDER'S NAME, BUSINESS ADDRESS & PHONE NUMBER 5.11 The General Bid, including the bid deposit, Certificate of Eligibility and Update Statement, shall be enclosed in a sealed envelope with the following plainly marked on the outside: PROJECT NO.960610 INSTRUCTIONS FOR BIDDERS 4 * GENERAL BID FOR: *NAME OF OWNER & PROJECT NAME *BIDDER'S NAME, BUSINESS ADDRESS & PHONE NUMBER 5.12 Date and time for receipt of bids is set forth in the Advertisement. 5.13 Timely delivery of a bid at the location designated shall be the full responsi- bility of the Bidders. tARTICLE 6 - ALTERNATES 6.1 Each Bidder shall acknowledge Alternates in Section C on the Form for General Bid. 6.2 In the event an Alternate does not involve a change in the amount of the base bid, the Bidder shall so indicate by writing "No Change" or "N/C" or 110" in the space provided for that Alternate. 6.3 Sub-bidders shall enter on the Form for Sub-Bid, the amount of addition or subtraction necessitated by the Alternate which pertains to the work of that trade. If the Alternate does not involve a change in the bid amount, so indicate by writing "No Change", "N/C" or "0 If the alternate does not affect your category of work, so indicate by writing 'IN/All. 6.4 General Bidders shall enter on the Form for General Bid, a single amount for each Alternate which shall consist of the Sub-Bidders' amounts and the amount for work performed by the General Contractor. determined n basis 6.5 The low Bidder will be dete ed o the ba s of the sum of the base bid and the accepted alternates. i ARTICLE 7 - WITHDRAWAL OF BIDS t7.1 Any bid may be withdrawn prior to the time designated for receipt of bids on written or telegraphic request. Telegraphic withdrawal of bids must be confirmed over the Bidder's signature by written notice post-marked on or before the date and time set for receipt of bids. 7.2 Withdrawn bids may be resubmitted up to the time designated for the PROJECT NO.96W10 INSTRUCTIONS FOR BIDDERS 5 i receipt of bids. 1 7.3 No bids shall be withdrawn within 30 days, Saturdays, Sundays and legal holidays excluded, after the opening of the General Bids. This applies to the three (3) lowest General Bidders, and the Sub-Bidders they name on their Form for General Bid and the bids of the three lowest Sub-Bidders for each sub-trade. ARTICLE 8 - CONTRACT AWARD M 8.1 AWARD means both the determination and selection of the lowest, respon- sible and eligible bidder, by the Owner. The Owner will award the contract to the lowest, responsible and eligible bidder within 30 days, Saturdays, Sundays and legal holidays excluded after the opening of bids in accordance with MGL c.149, sec.44A. 8.2 The Owner reserves the right to waive an informalities in or to reject an g Y J Y or all General Bids if it be in the public interest to do so. 8.3 The Owner also reserves the J right to reject an sub-bid if it determines that g Y such sub-bid does not represent the bid of a person competent to perform the work as specified or if less than three sub-bids are received for a subtrade or if bid prices are not acceptable without further competition. 8.4 The Contract will be awarded to the lowest, responsible and eligible Bidder, except in the event of substitution, as provided under MGL, c.149, sec.44E and 44F, in which cases the procedure as required by said sections shall govern the award of the Contract. 8.5 As used herein, the term "lowest, responsible and eligible bidder" shall mean the General Bidder whose bid is the lowest of those Bidders demon- strably possessing the skill, ability and integrity necessary for the faithful performance of the work, and who meets the requirements for Bidders set forth in MGL, c.149, sec. 44A-H and not debarred from bidding under i MGL, c.149, sec. 44C; and who shall certify that they are able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work. ARTICLE 9 - FORMS REQUIRED AT CONTRACT APPROVAL 9.1 Upon award, the General Bidder shall complete the following forms to ensure prompt contract validation. These forms will be provided to the PROJECr NO.%0610 INSTRUCTIONS FOR BIDDERS 6 1 r General Contractor by the Owner. Submit three (3) originals of each. ' 9.2 Construction Contract. 9.3 Form for Performance Bond. r9.4 Form for Payment Bond. 9.5 Section 3 Plan Format. 9.6 Certificate for Bidders Regarding Equal Employment Opportunity. 9.7 Assurance of Compliance. 9.8 Certificate of Owner's Attorney. END OF SECTION r _ r r r r r r rPROJECr NO.960610 INSTRUCTIONS FOR BIDDERS 7 r i tFORM FOR GENERAL BID TO THE AWARDING AUTHORITY: A. The undersigned proposes to furnish all labor and materials required_for the construction of Fire Academy Burn Tower, 155 South Flint Rock Road, Barnstable, Massachusetts, in accordance with the Contract Documents prepared by Brown & Lindquist, Inc. for the contract price specified below, subject to additions and deduc- tions according to the terms of the Contract Documents. B. This bid includes addenda number(s) C. The proposed contract price is - Dollars ($ ). Alternate No. Add $ Subtract $ ' Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ rAlternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ jAlternate No. Add $ Subtract $ (Each Alternate shall be listed separately) i D. The subdivision of the proposed contract price is as follows: ITEM l: The work of the general, being all work other than that covered by ITEM 2: $ PROJECr NO.960610 FORM FOR GENERAL BID 1 ITEM 2: Sub-bid as follows: ' NAME OF BONDS REQUIRED SUB-TRADE BIDDER AMOUNT YES OR NO TOTAL OF ITEM 2: $ r The undersigned agrees that each of the above named sub-bidders will be used for the ' work indicated at the amount stated, unless a substitution is made. The undersigned further agrees to pay the premiums for the performance and payment bonds furnished by the sub-bidders as requested herein and that all of the cost of all such premiums is included in the amount set forth in Item 1 of this bid. D. The undersigned agrees that if selected as general contractor, the will rom tl g g g � Y P P Y confer with the Awarding Authority on the question of sub-bidders; and that the Awarding Authority may substitute for any sub-bid listed above a sub-bid filed with the Awarding Authority by another sub-bidder for the sub-trade against whose standing and ability the undersigned makes no objection; and that the undersigned will use all such finally selected sub-bidders at the amounts named in their respective sub- ' bids and be in every way as responsible for them and their work as if they had been originally named in this general bid, the total contract price being adjusted to conform thereto. E. The undersigned agrees that, if selected as general contractor, we will within 5 days, Saturdays, Sundays and legal holiday excluded, after presentation thereof by the Awarding Authority, execute a contract in accordance,with the terms of this general bid and furnish a performance bond and also a labor and materials or payment bond, each of a surety company qualified to do business under the laws of the Common- wealth of Massachusetts and satisfactory to the Awarding Authority and each in the sum of 100% of the contract price, the premiums for which are to be paid by the general contractor and are included in the contract price. PROJECT NO.960610 FORM FOR GENERAL BID 2 F. The undersigned hereby certifies that they are able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the Work and that they will comply fully with all laws and regulations applicable to awards made subject to Section 44A. ' G. The undersigned certifies that they will comply with minority manpower ratio and steps prescribed including compliance with the minority subcontractor's requirements specified herein. H. The undersigned certifies, under penalties of perjury, that this bid is in all respects bona fide, fair and made without collusion or fraud with any other person. As used 1 in this subsection, the word "person" shall mean any natural person, joint venture, partnership, corporation or any other business or legal entity. I. The undersigned further certifies under penalties of perjury that the said undersigned is not presently debarred from doing public construction work in the Commonwealth under the provisions of Section 29F of Chapter 29, or any other applicable debarment provisions of any other chapter of the General Laws or any rule or regulation promulgated thereunder. I DATE: NAME OF GENERAL BIDDER: 1 By ' Title Business Address Telephone No. Fax No. Tax I.D. No. NOTE: If the bidder is a corporation, indicate state of incorporation under signature and affix corporate seal; if a partnership, give full name and residential addre- sses of all partners; and if an individual, give residential address if different from business address. PROJECT NO.96 0610 FORM FOR GENERAL BID 3 1 CERTIFICATION OF STATE TAXES PAID ' Pursuant to M.G.L. Chapter 62C, Section 49A, I certify under the penalties of perjury that I, to my best knowledge and belief, have filed all state tax returns and paid all state taxes required under law. Respectfully submitted, By Date Signature Name of Bidder ' (SEAL - if bid is by a corporation) Title Business Address City-& State Telephone Number PROJM NO.9&M10 CERTIFICATION OF STATE TAXES PAID ' 1 r ' FORM FOR SUB-BID TO ALL GENERAL BIDDERS EXCEPT THOSE EXCLUDED: 1 A. The undersigned proposes to furnish all labor and materials required for completing, in accordance with the Contract Documents, all work specified in Section No. trade g� of the ' specifications and in any plans specified in such sections, prepared by: for (Name of architect/engineer) (Project Title) in , Massachusetts, for the contract sum of (City/Town) dollars ' Alternate No. ADD SUBTRACT i $ $ $ $ i $ $ B. This sub-bid includes addenda number(s) ' C. This sub-bid [ ] may be used by any general bidder except: [ ] may only be used by the following general bidders: 1 [To=dude general bidden,insert"X"In one bar only and fill In blank following that box. Do not answer C if no general bidden are exduded.] D. The undersigned agrees that, if selected as a sub-bidder, they will, within five days, Saturdays, Sundays and ' legal holidays excluded, after presentation of a subcontract by the general bidder selected as the general contractor, execute with such general bidder a subcontract in accordance with the terms of this sub-bid, and contingent upon the execution of the general contract, and, if requested to do so in the general bid by such general bidder, who shall pay the premiums therefor, furnish a performance and payment bond of a surety ' company qualified to do business under the laws of the commonwealth and satisfactory to the awarding authority, in the full sum of the subcontract price. E. Listed below are the names of all persons, firms and corporations furnishing to the undersigned labor or labor and materials for the class or classes or part thereof of work for which the provisions of the section of the specifications for this sub-trade require a listing in this paragraph, including the undersigned if customarily furnished by persons on his own payroll and in the absence of a contrary provision in the specification the name of each such class of work or part thereto and the bid price for such class of work or part thereof are: NAME CLASS OF WORK $ BID PRICE (Do not give bid price for any class or part thereof furnished by the undersigned). PROMM NO.NNIfl FORM FOR SUB-BID ' 1 F. The undersigned agrees that the above list of bids of the undersigned represents bona fide bids based on hereinbefore described plans, specifications and addenda, and that, if the undersigned is awarded the contract, they will be used for the work indicated at the amounts stated, if satisfactory to the awarding authority. G. The undersigned further agrees to be bound to the general contractor by the terms of the hereinbefore described , plans, specifications (including all general conditions stated therein) and addenda, and to assume toward him all the obligations and responsibilities that the contractor, by those documents, assumes toward the owner. H. The undersigned offers the following information as evidence of the contractor's qualifications to perform the ' work as bid upon according to all the requirements of the plans and specifications: 1. Have been in business under present business name for years. 2. Ever failed to complete any work awarded? 3. List one or more recent buildings with names of general contractor and architect on which you served as subcontractor for work of similar character as required for the above-named building. , BUILDING TYPE ARCH[TECT GENERAL CONTRACTOR CONTRACT AMOUNT 4. Bank Reference ' I. The undersigned hereby certifies that it is able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work. The undersigned further certifies under penalties of perjury that this sub-bid is in all respects bona fide, fair and made without collusion or fraud with any other ' person. As used in this subsection the word "person" shall mean any natural person,joint venture,partnership, corporation or other business or legal entity. J. The undersigned further certifies under penalties of perjury that the said undersigned is not presently debarred from doing public construction work in the Commonwealth under the provisions of Section 29F of Chapter 29, or any other applicable debarment provisions of any other chapter of the General Laws or any rule or regulation promulgated thereunder. Date (Name of Sub-Bidder) SIGNATURE ow By ' (Signature & Title of person signing bid) (Business Address) ' (City, State and Zip Code) Note: If the bidder is a corporation, indicate state of incorporation under signature, and affix corporate seal; if a partnership, give full residential address if different from business address. YROJECr No.9"10 FORM FOR SUB-BID 2 ' H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S AIA Document A101 1 Standard Form of Agreement Between Owner and Contractor 1 where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this document bay reference. Do not use with other general conditions unless this document is modified. ' This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the day of in the year of Nineteen Hundred and BETWEEN the Owner: (Name and address) 1 and the Contractor: (1Vame and address) ' The Project is: (Name and location) The Architect is: (Name and address) ' The Owner and Contractor agree as set forth-below. Copyright 1915, 1918, 1925, 1931, 1951, 1958, 1961, 1963, 1967, 1974, 1977. ©1987 by The American Institute of Archi- tects, 1735 New York Avenue,N.W.,Washington, D.C.20006.Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the L'nited States and will be subject to legal prosecution. ' AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION•AIAO • C198, THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 1 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ARTICLE 1 THE CONTRACT DOCUMENTS , The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions), Drawings,Specifications,addenda issued prior to execution of this Agreement,other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as full,a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or agreements,either written or oral.An enumeration of the Contract Documents, other than Modifications,appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT ' The Contractor shall execute the entire Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured,and shall be the date of this Agreement,as first written above,unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (insert the date of commencement. if it differs from the date of ibis Agreement or, if applicable,state tbat the date will be fixed in it notice to proceed.) Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the ' Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages.mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after lbe date of com n'mencement.Also insert ar requirements for earlier Substantial Completion of cer- tain portions of ate Work. if Trot stated rlseuibere in The Contract Documents.) ' subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions. ij tort.Jirr liquidated daonages relating to failure to complete on tNne.) ' AIA DOCUIENT A101 a OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION •AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW PORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 2 , WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Dollars (i ), subject to additions and deductions as provided in the Con- tract Documents. 4.2 The Contract Stun is based upon the following alternates, if any, which are described in the Contract Documents and are ' hereby accepted by the Owner: (State the numbers or other identification of accepted alternates.if decisions on other alternates are to be made by the Owner subsequent to the execution of ibis Agreement,attach a schedule of such other alternates showing the amount for each and the date until which that amount is ralid.) 4.3 Unit prices, if any, are as follows: f AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION• ALA® • ©1987 THE AMERICAN INSnTUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 3 WARNING:Unlicensed photocopying violates U.S.copyright laws and Is subiect.to legal prosecution. ARTICLE 5 PROGRESS PAYMENTS ' 5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. ' 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as Mows: 1 5.3 Provided an Application for Payment is received by the Architect not later than the day of a month,the Owner shall make payment to the Contractor not later than ' the day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the schedule of values submitted by the Contractor in accordance with , the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in Such form and supported by such data to substantiate its accuracy as the Architect may require.This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's .application: for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period , covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1. Take that portion oft lie Contract Sum properly allocable to completed Work as determined by multiplying the percentage ' completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of percent ( %).Pending final determination of cost to the Owner of changes in the Work,amounts not in the dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted ' by Change Order; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the ' site at a location agreed upon in writing),less retainage of percent( %): 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Para- ' graph 9:5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: , 5.7.1 Add, upon Substantial Completion of the Work, a stun sufficient to increase the total payments to percent( . %)of the Contract Stun, less such amounts as the Architect shall determine for incomplete Work and unsettled claims;and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional , amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. 5.6 Reduction or limitation of retainage, if any, shall be as follows: (/f it is intended.prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Subpara- , Xrupbs 5.0./and 5.6.2 a/xrre,and this is not explained elseu-bere in the Contract Documents, insert bore prorisions for sucb reduction or limitation.) AtA DOCUMENT A101 -OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION•AIA* • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 4 ' WARNING:Unlicensed photocopying vlolates U.S.copyrigM taws and Is sublect to bgal prosecution. ' ARTICLE 6 FINAL PAYMENT Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when(1) 1 the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements,if any,which necessarily survive final payment;and(2)a final Certificate for Payment has been issued by the Architect;such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows: 1 ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document,the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (insert rate of interest agreed upon. if an±rj (Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and otber regulations at the Owner's and Contractor's principal places of business,the location of the Project and elsewbere may affect the validity of Ibis provision.Legal advice should be obtained ' witb respect to deletions or modifications,and also regarding requirements such as written disclosures or waivers.) 7.3 Other provisions: i ARTICLE 8 TERMINATION OR SUSPENSION ' 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. ' ALA DOCUMENT At01 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION• AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 5 WARNING:unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor,AIA Document A 101, 1987 ' Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction,AIA Document A201, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated and are as follows: ' Document Title Pages 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Eitber list rbe Specifications here ur refer to an exhibit attached to ibis Agreement.) Section Title Pages AUk DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION•AIAO • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A1O1-1987 6 1 WARNING:UnRceroW photocopying vlolales U.S.copyright laws and Is SUblect to legal prosecution. The Drawings are as follows, and are dated unless a different date is shown below: (Eitber fist the Drau ings here or refer to an exbibi(attacbed to this Agreement.) Number Title Date t t 1 I 9.1.6 The addenda. i(any. are as follows: Number Date Pages ' ' I ' Portions of addenda relating to hidding requirements are not pan of the Contract Documents unless the hidding requirements are also enumerated in this Article 9. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION• AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE,NV.,WASHINGTON.D.C.2(XX)6 A101-1987 7 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List bere any additional documents wbicb are intended to form part of the Contract Documents. 7be General Conditions provide that bidding requirements such ' at advertisement or Invitation to bid,instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in Ibis Agreement. 7bey sbould be listed bere only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least three original copies of which , one is to be delivered to the Contractor,one to the Architect for use.in the-administration of the Contract.and the remainder to the Owner. OWNER CONTRACTOR (Signature) (Signature) (Printed name and title) I Printed name and Lille) 1 I I CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION• AIAs • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 8 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ' FORM OF SUBCONTRACT THIS AGREEMENT MADE THIS DAY OF 19_, by and between a corporation organized and existing under the laws of a partnership consisting of an individual doing business as hereinafter called the "Contractor" and a corporation organized and existing under the laws of a partnership consisting of an individual doing business as hereinafter called the "Subcontractor". WITNESSETH that the Contractor and the Subcontractor for the considerations hereinafter named,agree as folows: 1. The Subcontractor agrees to furnish all labor and materials required for the completion of all work specified in Section No. of the specifications for and the plans (Name of Sub-Trade) referred to therein and Addenda No. , an for the: -' - in , (Project Title) (City/Town) Massachusetts as prepared by for the sum of (Name of Architect or Engineer) dollars($ ) and the contractor agrees to pay the Subcontractor said sum for said work. This price includes the following alternates (and other items set forth in the sub-bid): Alternates No(s). (a) The Subcontractor agrees to be bound to the Contractor by the terms of the hereinbefore described plans; specifications (including all general conditions stated therein) and Addenda No(s). _, _, _, _, and to assume to the Contractor all the obligations and responsibilities that the Contractor by those documents assumes to the ,hereinafter called the"Awarding Authority",except to the extent that provisions contained therein are by their terms or by law applicable only to the Contractor. (b) The Contractor agrees to be bound to the Subcontractor by the terms of the hereinbefore described documents and to assume to the Subcontractor all the obligations and responsibilities that the Awarding Authority by the terms of the hereinbefore described documents assumes to the Contractor, except to the extent that provisions contained therein are by their terms or by law applicable only to the 2. The Contractor agrees to begin, prosecute and complete the entire work specified by the Awarding Authority in an orderly manner so that the Subcontractor will be able to begin,prosecute and complete the work described in this subcontract; and, in consideration thereof, upon notice from the Contractor, either PRoracr No.960610 FORM OF SUBCONTRACT 1 i oral or in writing, the Subcontractor agrees to begin, prosecute and complete the work described in this Subcontract in an orderly manner and with due consideration to the date or time specified by the Awarding Authority for the completion of the entire work. 3. The subcontractor agrees to furnish to the Contractor within a reasonable time after the execution of this subcontract, evidence of workmen's compensation insurance as required by law and evidence of public liability and property damage insurance of the type and in limits required to be furnished to the Awarding Authority by the Contractor. 4. The Contractor agrees that no claim for services rendered or materials furnished by the Contractor to the Subcontractor shall be valid unless written notice thereof is given by the Contractor to the Subcontractor during the first ten (10) days of the calendar month following that in which the claim originated. 5. This agreement is contingent upon the execution of a general contract between the Contractor and the Awarding Authority for the complete work. IN WITNESS WHEREOF, the parties hereto have executed this agreement the date and year first above-written. SEAL ATTEST 1 (Name of Subcontractor) By: (Signature) SEAL ATTEST (Name of Contractor) By: (Signature) PROJECT N0.960610 FORM O FSUBCONTRACT 2 r r rr � r rr � it � r � � rr rr rr r■� rr APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 (Instructions on reverse side) PAGE ON[:.OF PAGES TO OWNER: PROJECT. APPLICATION NO.: Distribution to: PERIOD TO: ❑OWNER PROJECT NOS.: ❑ARCHITECT ❑ CONTRACTOR FROM-CONTRACTOR: VIA ARCHITECT. CONTRACT DATE: ❑ CONTRACT FOR: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge,infor- mation and belief the Work covered by this Application for Payment has been completed Application is made for payment, as shown below, in connection with the Contract. in accordance with the Contract Documents, that all amounts have been paid by the Continuation Sheet, AIA Document G703, is attached. Contractor for Work for which previous Certificates for Payment were issued and pay- I. ORIGINAL CONTRACT SUM. . . . . . . . . . . . . . . . . .E mcnts received from the Owner, and that current payment shown herein is now due. . 2. Net change by Change Orden; . . . . . . . . . . . . . . .E CONTRACTOR: 3. CONTRACT SUM TO DATE (Line 1 t 2). . . . . . . .E 0y: Date: 4. TOTAL COMPLETED A STORED TO DATE . . . . . .E State of: (Column G on G703) County of: 5. RETAINAGE: Subscribed and sworn to before a. %�of Completed Work E me this day of (Columns D + E on G703) b. % of Stored Material S (Column F on G703) Notary Public: Total Retainage (Line 5a + 5b or My Commission expires: Total in Column I of G703) . . . . . . . . . . . . . . . . .E 6. TOTAL EARNED LESS RETAINAGE. . . . . . . . . . . .E ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT In accordance with the Contract Documents,based on on-site observations and the data Line 6 from E comprising this application, the Architect certifies to the Owner that to the best of the ( prior Certificate) Architect's knowledge,information and belief the Work has progressed as indicated,the 8. CURRENT PAYMENT DUE . . . . . . . . . . . . . . . . . E quality of the Work is in accordance with the Contract Documents, and the Contractor 9. BALANCE TO FINISH, INCLUDING RETAINAGE is entitled to payment of the AMOUNT CERTIFIED. (Line 3 less Line 6) E AMOUNT CERTIFIED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E (Attach explanation tjamount certified differs from the amount applied for. Initial CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS all figures on this Application and on the Continuation Sheet that are changed to Total changes approved in conform to the amount certified.) previous months by Owner ARCIIIITCT: 'Ibtal approved this Month By: Date: TOTALS This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Con- NET CHANGES by Change Order tractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT GM•APPLICATION AND CERTIFICATE. FOR PAYMENT • Ic,�)2 EDITION • AIAO • Oc ow • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S. copyright laws and will sublect the violator to legal prosecution. G702-1992 w.i� II CAUTION:Vbu should use an original AIA document which has this caution printed In red.An original assures that changes will not be obscured as may occur when documents are reproduced. INSTRUCTION SHEET FOR MA DOCUMENT G702 ' A. GENERAL INFORMATION i. Purpose and Related Documents , ALA,i.;,cisment G70_,Appliratie tut rr;' ;:tdi,.me lin I ,':rent.is to he used in:.onjunction with ALA Ikw:wncnt 6-03,C;ontinmitiun Slwet.'Iltcs, dmunknts are designed to be ustcd on a Pnlje-tt w•hcr.'a Omtract(tr has a,.fired Akree•ment with the ovmcr.Pnxedures for their tise arc cuvmr.i w AI.A Document X21"'.Gcncrll(:n;coin,rat,of the C'ontrict fly Consrruction, 1987 Etliti(,n. , 2. Use of Current Documents Isre w!;,using arty.AIA dricunit•n:.tilt .e.;•: ,it:coke r;olsull the AK an MA component chapter err a current AL?tit t('uments►1st to deterniin• (it. rurrcnr edition of each d(x wnc•nn 3. Limited License for Reproduction AAA Ilowument G702 is a COP!'Hoy 110'a'nrk aril may not be reproduced or excerpted from in subs!tnrial irtn without the express-writ tr•••;•_:,:�- sion of the ALL The document is inlende,i to he used as a consumable—that is, the•(riginal d(wi.ette-itt olmllased by the use:is intetr..-t- :. . consumed in the coif Se of bein,, .t%i I. !here is no implied permission to reproduce this dorin•.atr. :-nr d( membership in fhe A:,'-, -_ Incritute:)f Architects confer ury tnht ,fights io:rp!*xtuce G?02.A limited license is hereby gr:�nletil :t,trtail i�unh3xn to -eprcxluce.t .....i- meam„f ten 6702,but only for use in connection with a lrarticular proiect Further repr(xluctions are prcaiii�i:e•. without the expreis written permission of the.VA. B. COMPLETING THE G702 FORM: After the Contractor has completed AIa fkxument G703,Continuation Sheet,summary information�hoilld be transferred to ALA Document G702, Application and Certificate for Payment. The Contractor should sign G702,have it notarized,and submit it,together with G703,to the Architect. ' The Architect should review G702 end G703 and,if they are acceptable,complete the Architect's Certificate for Payment on G'02.The Architect may certify a different amount than chat applied for. pursuant to Paragraphs 9.5 and 9.6 of A201.The Architect should then initial all figures on G702 and G703 that have been changed to conforni to the amount certified and attach an"planation.The completed G-02 and G703 should be forwarded to the Ow ner. 7be following is an example of an Application for Pnytnent for work in progrewz Please note tbal dollar amounts shoten below are for illusha- m,e purposes only.and are not intewled to reflect actual conuruction costs. CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned cono`200r:cnaicr c.a: one hcsl lit the Contucutr'.e knowledge.infor- mitton and Wicf the:t7f•ek:o,crcd b.zn.,Apphatn.n for Paement his becit completed Application is made tin;a}mcnt,as shown Ix..•�.in connection with the Contract. tit accordance with the Contact D,:ujnenLs,this all arnnunt,have been paid by the Conunution Sheet,AIA D.rument W(t3.is atearhcd. Contractor for Mork for which pre.i;,u�CetUril'aeCs ti,r PJ%r:!C^.t were issued and pay- I. ORIGINAL CONTRACT SUM.... f 100 mrnts rccd,cd from them tote C r^'n::xrtm pa•:.^.tort,h mn herein is now due :.Not change by Chenge Orders ... .f 5. • 0)NTRACT0R- 3 CONTRACT SUM TO DATE iLinc I n 21 f 105, `V•401 toDERT' ^ f L.✓��I� s.TOTAL COMPLETED S STORED TO DATE .s OQ�•AO ,:;,r•of Vif*VAINLA (Column G on G-,,; �t i-.RETAINAGE: Subscribed and,w,un u.,hdinc . Contrie:cd Work 1 2 (Columns D , k.on G-03) M this F1� day vi t h. 'r,of Star.:Ni-tt-sal s AO (Column F on . Tonal Retamage Mine ca - �b„r Noun Puhlic:_ Tonal in Column! G'ei31 .. i 5(�'•� My Commission etptrc.'. b,TOTAL EARNED LESS RETAINAGE.... . ..f 3GSDn• ARCHITECT'S CERTIFICATE FOR PAYMENT (Line i less Line 5 Totat, - - LESS PREVIOUS CERTIFICATES FOR PAYMENT In accordance with the Cinnr ci D:.,cument.,.based on on suc,•b,cmtions and the data I S,Q��,b con:prising this application.the architect certifies to the Owner that to the b"I ,!:he (Lira(i from prior C'erti5catel .......... ....f Architects knowle•dgc,information and belief the work ha:progressed as indecawj..Ic 8.CURRENT PAYMENT DUE ........... quality of the Work Ls in accordance with the Contra Documents,and the Cuntr.ctor is•_mitl ed to payment of the AMOT NT CERTIFIED. 9 BALANCE TO FINISH,INCLUO NG RETAINAGE �t/a (Line 1 less Line(,I f �i�w•� AMOUNT CERTIFIED........... f mrrach explanation i/amount certified differs front Ow amount applied far: ' CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS all figures on this Application and on the Continuation Sheet that are chang, ' lbtal changes appnastd in conform to the amount certified.) previous months by Owner ARCHITECT: - Ihraf approved this Month I DCd.� ~.Ao By Date: TOTALS a g�� This Certificate is not negotiable.The AMOUNT CERTIFIED is payable only m the f.. , NET CHARGES b Chm c Order .q tractor named herein. Issuance, payment and acceptance of payment arc with prejudice to any tights of the Owner or Contractor under this Contract. C. MAKING PAYMENT The Owner should snake payment directly to the Contractor based on the amount certified by the Architect on ALA Document G702,Application. and Certificate for Payment.The completed form contains the name and address of the Contractor. Payment should not be made to any other .party unless specifically indicated on G702. D. E)MCUTION OF THE DOCUMENT Each person executing the Agreement should indicate the capacity in which they are acting(i.e.,president,Secretary,partner,etc.)and the author- ity under which they are executing the Agreement.Where appropriate,a copy of the resolution authorizing the individual to act on behalf of the firm or entity should be attached. 8/92 hstntctimisbctt serLwt16;:9ttcilbonl prcx'cduredcbanpt. CONTINUATION SHEET AIA DOCUMENT G703 (Instructions on reverse side) PAGE OF PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: Contractor's signed Certification is attached. APPLICATION DATE: In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: A B C ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGE NO. VALUE PRESENTLY COMPLETED (G_C) TO FINISH FROM PREVIOUS THIS PERIOD STORED AND STORED (C—G) APPLICATION (NOT IN TO DATE (D+E) D OR E) (D+E+F) AIA DOCUMENT G703•APPLICATION AND CERTIFICATE FOR PAYMENT•MAY 1983 EDITION•AIA'•(P 1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G703-1983 INSTRUCTION SHEET AIA DOCUMENTS G719-'a G7O3a A. GENERAL INFORMATION: ' AIA Document G702, .Jz:_". caition and certificate for Payment, is to be used in conjunction with AIA Document G'03, Continuation Sheet.Thus documents are designed to be used on a project where a Contractor has a direct Agreement with the Owner.Procedures for the -use are covered in AIA Document A201,General Conditions of the Contract for Construction,1976 Edition. ' B. COMPLETING THE G702 FORM: After the Contractor has completed AIA Document G703, Continuation Sheet,summary information should be transferred to AIA Document G702, Ap?•:cation and Certificate for Payment. The Contractor should .:_n the form, have it notarized and submit it, together with G703, to the Architect. The Architect should re\;2w it and, if it is acceptable, complete the Architect's Certificate for Payment on this fO'TM. The ' completed form should forwarded to the Owner. C. COMPLETING THE G703 FORM: Heading: Complete the ,^formation here consistent with similar information on AIA Document G702, Application and Certrrcafe for Payment.7 r m nt. Columns A,B&C:These—Ainins should btr completed by identifying the various portions of the project.and their scheduled value consistent with the - .`It'dule of ya►u('>submitted to the Architect at the commencement of the project or as subsequently ' adjusted:The breakdo\t 1\ be by section,of the Wi irl,or by Subcuntt,Wors and should remain consistent throughuut the Project. Multiple page< '.:Id be uzed when required. 1. Column C should be sup' 72lod at iht,h( f' ;^1 v;hen morc than one page i,Used and totaled on th( la,t page, lni:ialiy,this total hould equal the origi•^"_:' ,ntract 'WIT1. '!?e total of ,column C may be adjusted by° Change Or(ier durint, the prole(t. Column D.Enter in this the amou'lt ui comple'ed Work covered by the previous application. This i;t!lE'•um of cuttnnns :)afl;! I from Ihir from(rlumn F i Ltaierials Pr!"•,.':?tiv Stored` :runt pr!wor pa\Illc.'rlt,should nOt be .11 till :.Olurnn E. Entc r hert• 1!U0 01 t;n!il the time of ;him lippllc,ilion, 'r,'"Ic+ci"' sbt' . d,,ic of ."t•.'Ialti 'l. ;ItCd,. . 'i•pr. .'a ll l ...'i' U(! . \tilt!{i dt!O!?,., �.t`1'1:1Kati'i, I�'.In<. .`-Illy ,lUr;,:l ("01LIFT:r, F:. e-tillimrt F: Ent: alert- _:e U \li)rcd for\,vhlt h i,, ,ought, !fit.' .,,.;t (1t tic ._'",Iuinn n➢ ". be re: .fed ._a .r'!t: (,!,•. 'daiii.., tovers h:)tll mat%`( .:I, ne,.viv ,tore(! I:,. v.i::•Ch pa\ i-f- `-ind :'lalr'..,lc prC'y;..:U;ly ;ft: illCb 3f� ^.,.. t'I ia(.;)rn!!'ati'd Intl! tI?e I'fclh'C.. 'ter(.' payrnel,t b\' t{?Y i\•.^.e• i;,r ;fCrt'd 1??<!'t•rals lesull ;n a de( fr,m)tall tr Miltlri,ls.lrc IIl(,orptl'.)tt.'C!iwo the Prole( t heir` U;'dui'tf'd orn ,.mn and incor. :' rots) (o •. %:i;rk :. (,i`iplc tud This P, -iod . `utee^In G: En,..,,here .. . II of cctlur , . �. -and F.Calculate the perct nt:? (',c,nlp!cted h}'di\i. c',iun;. !1):nrl C. Colu)nn H:Enter here L't-,•. .. erence!)erv, (_:onion C. Scheduled 1'alue�and:.i;lt:Inn G i?olaI Ce,i:".:tli`i,'d a d S'.,re(i tU n3te1. , Column I:This column i rnaIIy used f':': 't tilt CunlraiiI,\VheIe varla1)Ic•,eta!nitgle is permitted un ;line-item h.1,is. It nL,txi not be completed on projet', .%here a Lona-:,,,nl retainage is withheld from the overall contract amount. Change Orders:Al thou-h C^ange Orders cvulcl be incoi porated by changing the schedule Of Values each time a Change Order is added to the Project,thi:, riot normally done.Usually,Change Orders are listed separately,either on their own G703 form or at the end of thebasic sched :le.The amount of the original contract adjusted by Change Orders is to be entered in the appropriate location on the G102 fof^l. D.MAKING PAYMENT The Owner should make payment directly to the Contractor based on the amount certified by the Architect on AIA Document G702,Application and Cenificate for Payment.The completed form contains the name and address of the Contractor. Payment should not be made to any other party unless specifically indicated on this form. AIA DOCUMENT G702a G703a•INSTRUCTION SHEET FOR APPLICATION AND CERTIFICATE FOR PAYMENT•1983 EDITION G702a/G703a-1983 Al}:.• 1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. -'(M )n G: I j CONSTRUCTION OF FIRE ACADEMY BURN TOWER BARNSTABLE, MASSACHUSETTS ' The following Partial Waiver of Lien must be completed and submitted with.each Application and Certificate for Payment. This Waiver must be filed by the general contractor and all subcontractors. PARTIAL WAIVER OF LIEN MATERIAL OR LABOR I Commonwealth of Massachusetts 199_ County of �. To Whom It May Concern: Whereas the undersigned ha— been employed by to furnish - for the Building known as Lot No. Section Township Range County of State of Now, Therefore, Know Ye, that the undersigned for and in consideration of the sum of - Dollars ($ ) and other good and valuable consider- ations, the receipt whereof is hereby acknowledged, do hereby waive and release any and all lien, or claim or right to lien on said above described building and premises under the Statutes of the Commonwealth of Massachusetts relating to Mechanics' Liens, on account of labor or materials, or both, furnished or which may be furnished, by the undersigned to or on account of said for said building or premises. Given under hand and seal this day of A.D. 199_. (Seal) (Seal) PARTIAL WAIVER OF LIEN PROJECT NO. 960610 1 i Bond No. PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, as Principal,and 1 ,Surety,are held and firmly bound unto the County of Barnstable, as Obligee, in the sum of dollars($ ), to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 19 for the construction of in , Massachusetts. (ProJea Tlue) 1 NOW, the condition of this obligation is such that if the Principal and all Subcontractors under said contract shall well and truly keep and perform all the undertakings, covenants, agreement, terms and conditions of said contract on its part to be kept and performed during the original term of said contract and any extensions thereof that may be granted by the Obligee, with or without notice to the Surety, and during the life and any guarantee required under the contract, and shall also well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized modifications, alterations changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, changes or additions being hereby waived, then this obligations shall become null and void; other wise, it shall ' remain in full force and virtue. IN THE EVENT, that the contract is abandoned by the Principal, or in the event that the Obligee,under the provisions of Article 19 of the General Conditions of said contract terminates the employment of the Principal or the authority of the Principal to continue the work, said Surety hereby further agrees that said Surety shall, if requested in writing by the Obligee, take such action as is necessary to complete said contract. IN WITNESS WHEREOF, the Principal and Surety have hereto set their hands and seals this day of 19 . ' PRINCIPAL SURETY (Name&Sa) (Atlorney4n-Fact) (Seel) (flue) Attest: Attest: PERFORMANCE BOND PROJECT NO.960610 1 1 Bond No. PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: 1 That we, as Principal,and as Surety, are held and firmly bound unto the County of Barnstable, as Obligee, in the sum of dollars ($ 1 to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 19_, for the construction of in Massachusetts. ' NOW the conditions of this obligation are such that it the Principal and all subcontractors under said contract shall pay for all labor performed or furnished and for all materials used or employed in said contract and ' in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include any other purposes or items set out in, and to be subject to, provisions.of M.G.L. c.30 §39A, and M.G.L. c.149 §29, as amended, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this day of , 19_. PRINCIPAL SURETY By: By: ' (seal) (Altocney-ln-Fact)(Seal) rAttest: Mae) Attest: FORM OF PAYMENT BOND PROJECT NO.960610 1 1 OWNER CONTRACTORS ARCHITECT ❑ AFFIDAVIT OF CONTRACTORSURETY ❑ PAYMENT OF OTHER ❑ DEBTS AND CWMS ' AIA Document C706 TO (Owner) ARCHITECT'S PROJECT NO: F -I CONTRACT FOR: �r L CONTRACT DATE: PROJECT: (name, address) }, State of: County of: The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, AIA Document ' A201, hereby certifies that, except as listed below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) i E r� SUPPORTING DOCUMENTS ATTACHED HERETO: CONTRACTOR: f 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. AIA DOCUMENT G707, CONSENT OF SURETY, Address: 6 may be used for this purpose. Indicate attachment: (yes ) (no ). The following supporting documents should be at- tached hereto if required by the Owner: BY: 1. Contractor's Release or Waiver of Liens, condi- tional upon receipt of final payment. Subscribed and sworn to before me this ), 2. Separate Releases or Waivers of Liens from Sub- da of 19 ' contractors and material and equipment sup- y pliers, to the extent required by the Owner, ac- companied by a list thereof. Notary Public: 3. Contractor's Affidavit of Release of Liens (AIA DOCUMENT G706A). My Commission Expires: AIA DOCUMENT G706 • CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS •APRIL 1970 EDITION ONE PAGE AIA®•©1970•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,NW,WASHINGTON, D.C.20006 AFFIRMATIVE ACTION SURVEY Government agencies require periodic reports on the gender and ethnicity of vendors and/or contractors. Please complete information as it pertains to the principal of the company/corporation. CHECK ONE: Male Female SOMBA Certified ENTER THE CODE NUMBER (see below) WHICH APPLIES: 1. White-origins in any of the original people in Europe, North Africa or the Middle East 2. Black-origins in any of the Black racial groups of Africa 3. Hispanic/Spanish-origins in Mexico, Puerto Rico, Cuba, Central or South America 4. Asian/Pacific Islander-origins in any of the original people of the Far East, Southeast Asia, Indian Subcontinent, or the Pacific Island 5. Native American-origins in any of the original people of North America who maintain cultural identification through tribal affiliations or community recognition 6. Cape Verdean-origins in the Cape Verde Islands CHECK IF ANY OF THE FOLLOWING ARE APPLICABLE: Vietnam Era Veteran Disabled Veteran Disabled Individual PROJECT'NO.%0610 AFFIRMATIVE ACTION SURVEY 1 SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY, ANTI-DISCRIMINATION AND AFFIRMATIVE ACTION I. For the purposes of this contract, "minority" refers to Asian-Americans, ' Blacks, spanish Surnamed Americans, North American Indians and Cape Verdeans. "Commission" refers to the Massachusetts Commission Against Discrimination. "County" refers to the Barnstable County. .II. During the performance of this contract, the contractor-and all of his/her subcontractors (hereinafter collectively referred to as the contractor) for himself/herself, his/her assignees and successors in interest, agree as follows: 1. In connection with the performance of work under this contract,t he contractor shall not discriminate against any employee or applicant for employment because of race, color, religious creed, national origin, age or sex. The aforesaid provision shall include, but not be limited to the following: Employment upgrading, demotion or ' transfer, recruitment advertising, recruitment layoff, termination, rates of pay or other forms of compensation, conditions of privileges of employment and selection of apprenticeship. The contractor shall ' post hereafter, in conspicuous places, available for employees and applicants for employment, notices to be provided by the County seeing forth the provisions of the Fair Employment Practices Law of the Commonwealth. (MGL Ch. 151B). 2. In connection with the performance of work under this contract, the ' contractor shall undertake in good faith affirmative action measures designed to eliminate any discriminatory barriers in the terms and conditions of employment on the grounds of race, color, religious creed, national origin, age or sex, and to eliminate and remedy any effects of such discrimination in the past. Such affirmative action ' shall entail positive and aggressive measures to ensure equal opportu- nity in the areas of hiring, upgrading, demotion, transfer, recruit- ment, layoff, termination, rate of compensation and in-service or apprenticeship training programs. This affirmative action shall include all action required to guarantee equal opportunity in employ- ment for all persons regardless of race, color, religious creed, ' national origin, age or sex. A purpose of this provision is to ensure SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.%0610 1 to the fullest extent possible an adequate supply of skilled tradesmen for this and future County public construction projects. III. A. As part of his obligation of remedial action under the foregoing section, the contractor shall maintain on this project a not less than ' five percent (5%) ratio of minority employee man-hours to total man-hours in each job category including but not limited to bricklay- ers, carpenters, cement masons, electricians, ironworkers, operating , engineers and those "classes of work" enumerated in Section 44C of Chapter 149 of the Massachusetts General Laws. ' B. In the hiring of minority journeymen, apprentices, trainees and advances trainees, the contractor shall rely on referrals from a multi- employer affirmative action program approved by the County, tradi- tional referral methods utilized by the construction industry and referrals from agencies, not more than three in number at any one ' time, designated by the Liaison Committee or the County. IV. A. At the discretion of either the Commission or the County there may be established for the life of this contract a body to be known as the Liaison Committee. The Liaison Committee shall be composed on one representative each from the agency or agencies administering the project, hereinafter called the administering agency, the County and such other representatives as may be designated by the County in conjunction with the administering agency. ' B. The contractor (or his/her agent, if any, designated by him/her as the on-site equal employment opportunity officer) shall recognize the ' Liaison Committee as an affirmative action body, and shall establish a continuing working relationship with the Liaison Committee, consulting with the Liaison Committee on all matters related to ' minority recruitment, referral, employment and training. C. The contractor shall prepared projected manning tables on a quarter- ' ly basis. These shall be broken down into projections, by week or worked required in each trade. Copies shall be furnished one week in advance of the commencement of the period covered, and also when update, to the County and Liaison Committee. SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.960610 2 I D. Records of employment referral orders, prepared by the contractor, shall be available to the County and to the Liaison Committee on request. ' E. The contractor shall prepare weekly reports in a form approved by the County of hours worked in each trade by each employee, identi- fied as minority or non-minority. Copies of these shall be provided at tend of each week to the County and to the Liaison Committee. V. If the contractor shall use any subcontractor on any work performed under this contract, he/she shall take affirmative action to negotiate with qualified minority subcontractors. This affirmative action shall cover both pre-bid and post-bid periods. It shall include notification to the Office of Minority Business Assistance (within the Department of Commerce and Development) or its designed, while bids are in preparation of all products, work or services for which the contractor intends to negotiate bids. VI. In the employment of journeymen, apprentices, trainees and advanced ' trainees, the contractor shall give preference, first, to citizens of the Com- monwealth who have served in the armed forces of the United States in time of war and have been honorably discharged therefrom or released from ' active duty therein, and who are qualified to perform the work to which the employment relates, and secondly, to the citizens of the Commonwealth generally, and, if such cannot be obtained in sufficient numbers, then to ' citizens of the United States. VII. A designee of the County and a designed of the Liaison Committee shall each have right of access to the construction site. VIII. Compliance with Requirements The contractor shall comply with the provisions of Executive Order No. 74, as amended by Executive Order No. 227, dated February 25, 198.4, and of Chapter 151B of the Massachusetts General Laws, as amended, both of which are herein incorporated by reference and made a part of this contract. SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECr NO.96MIO 3 IX. Non-Discrimination ' The contractor, in the performance of all work after award, and prior to completion of the contract work, will not discriminate on grounds of race, color, religious creed, national origin, age or sex in employment practices, , in the selection or retention of subcontractors or in the procurement of materials and rentals of equipment. X. Solicitations for Subcontractors & for the Procurement of Material'& Equipment , In all solicitations either by competitive bidding or negotiation made by the contractor, either for work to be performed under a subcontract or for the procurement of materials or equipment, each potential subcontractor supplier shall be notified in writing by the contractor of the contractor's obligations under this contract relative to non-discrimination and affirmative action. XI. Bidders Certification Requirement The following certification statement will be inserted in the bid document just above the bidder's signature, as a substitute for the present bidder certification form: "The bidder hereby certifies he/she shall comply with ' the minority manpower ratio and specific action steps contained in the appendix EEO attached hereto, including compliance with the minority contractor compliance specified in Section V of said appendix. The contrac- tor receiving the award of the contract shall be required to obtain from each of its subcontractors and submit to the contracting or administering agency prior to the performance of any work under said contract certification by ' said subcontractor, regardless of tier, that it will comply with the minority manpower ratio and specific affirmative action steps contained in the appendix EEO." , XII. Contractor's Certification ' The contractor's certification form must be signed by all successful low bidder(s) prior to award by the contracting agency. (see attachment) SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.96W10 4 1 XIII Compliance Information, Reports & Sanctions A. The contractor will provide all information and reports required by ' the administering agency or the County on instructions issued by either of them and will permit access to its facilities and any books, records, accounts and other sources of information which may be determined by the County to affect the employment of personnel. This provision shall apply only to information pertinent to the County's supplementary affirmative action contract requirements. ' Where information required is in the exclusive possession,of another who fails or refuses to furnish this information, the contractor shall so certify to the administering agency or the County as appropriate ' and shall set forth what efforts he/she has made to obtain the infor- mation. B. Whenever the administering agency, the County or the Liaison Com- mittee believes the general contractor or any subcontractor may be operating in compliance with the terms of this section, the County I directly or through its designated agent, shall conduct an appropriate investigation, and any confer with the parties, to determine if such contractor is operating in compliance with the terms of this section. ' If the County or its agent finds the general contractor or any subcon- tractor not in compliance, it shall make a preliminary report on non- compliance, and recommend to the administering agency the ' imposition of one or more of the sanctions listed below. If, how- ever, the County believes the general contractor or any subcontractor has taken or is taking every possible measure to achieve compliance, it shall not make a final report of non-compliance. Within fourteen (14) days of the receipt of the recommendations of the County, the administering agency shall move to impose one or more of the following sanctions, as it may deem appropriate to attain full and effective enforcement. 1. The recovery by the administering agency from the general contractor of 1/100 of 1% of the contract award price or I $1,000, whichever is greater, in the nature of liquated damag- es or, if a subcontractor is in non-compliance, the recovery by the administering agency from the general contractor, to be assessed by the general contractor as a back charge against SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.960610 5 1 the subcontractor, of 1/10 of 1% of the subcontractor price, or $400, whichever is greater, in the nature of liquidated damages, for each week that such party fails or refuses to comply; 2. The suspension of any payment of part thereof due under the contract until such time as the general contractor or any subcontractor is able to demonstrate his/her compliance with the terms of the contract; 3. The termination or cancellation of the contract in whole or in part, unless the general contractor or any subcontractor is able to demonstrate within a specified time his/her compliance with the terms of the contract; and , 4. The denial to the general contractor or any subcontractor of ' the right to participate in any future contracts awarded by the administering agency for a period of up to three years. C. If at any time after the imposition of one or more of the above sanctions, a contractor is able to demonstrate that he/she is in com- pliance with this section, he/she may request the administering , agency, in consultation with the County, to suspend the sanctions conditionally, pending a final determination by the County as to whether the contractor is in compliance. Upon final determination of the County, the administering agency, based on the recommendation of the County, shall either lift the sanctions or reimpose them. D. Sanctions enumerated under Section XIII-2 shall not be imposed b ' P Y the administering agency except after an adjudicatory proceeding, as that term is used in Chapter 30A of the Massachusetts General Laws, , has been conducted. No investigation by the. County or its agent shall be initiated without prior notice to the contractor. 1 SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION ' PROJECT NO.960610 6 XIV. Severability The provisions of this section are severable, and if any of these provisions ' shall be held unconstitutional by any court of competent jurisdiction, the decision of such court shall not affect or impair any of the remaining provisions. 1 ' SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.960610 7 A. Contractor's Certification Name of Project A contractor will not be eligible for award of a contract unless such ' contractor has submitted the following certification, which is deemed a part ' of the resulting contract: CONTRACTOR'S CERTIFICATION certifies that 1. It tends to use the following listed construction trades in the work under the ' contract ' and 2. Will comply with the minority manpower ratio and specific affirmative , action steps contained herein; and ' 3. Will obtain from each of its subcontractors and submit to the contracting or , administering agency prior to the award of any subcontract under this ' contract the subcontractor certification required by these bid conditions. (Signature of authorized representative of Contractor) ' SUPPLEMENTAL EQUAL EMPLOYMENT.OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION ' PROJECT NO.960610 8 B. Subcontractor's Certification Name of Project Prior to the award of any subcontract, regardless of tier, the prospective subcontractor must execute and submit to the Prime Contractor the follow- ing in certification, which will be deemed a part of the resulting subcontract: ' SUBCONTRACTOR'S CERTIFICATION certifies that: ' 1. It tends to use the following listed construction trades in the work under the ' subcontract and 2. Will comply with the minority manpower ratio and specific affirmative action steps contained herein; and ' 3. Will obtain from each of its subcontractors and submit to the contracting or ' administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these bid conditions. (Signature of authorized representative of Contractor) In order to ensure that the said subcontractors' certification becomes a part of all subcontracts under the prime contract, no subcontract shall be executed until an authorized representative of the County agency (or agencies) administering this project has determined, in writing, that the said certification has been incorporated in such subcontract, regardless of tier. Any subcontract executed without such ' written approval shall be void. SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ' ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.960610 9 QUARTERLY PROJECTED WORK FORCE TABLE Name of Contractor: ' Address: Telephone: f Trades Utilized: Estimate of Total Hours to Complete Work: Total Contract Dollar Value: Name of Project: Quarter: Begin: End: Week Projected Total Hours Projected Total of Trades Used This Ending by All Personnel All Minority Hours Week Note: A revised table must be submitted any changes on projections occur. , Prepared by: 1 Date: SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION , PROMCr NO.96MIO 10 Municipality Reporting Period MUNICIPAL QUARTERLY MINORITY BUSINESS ENTERPRISE & CONTRACT AWARDS REPORT Reporting Agent, Title Contract Contract Nature of Name of Prime MBE Contract Date of Funding Remarks Awarding No. Contract Contractor or Sub. Status Dollar Awards Source Dept. Value SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION & AFFIRMATIVE ACTION PROJECT NO.960610 l l H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S 1 1 1 AIA Document A201 1 General Conditions of the Contract for Construction 1 THIS DOCUAIENT HAS 1.11PORTAA7 LEGAL COA'S£QuF'N'C£S; COA'SCLTATION WITH AN ATTORA'E1'IS ENCOURAGED W7TH RESPECT TO ITS,110DIFICATION 1 1987 EDITION 1 TABLE OF ARTICLES 1 1 1. GENERAL PROVISIONS 8. TIME 2. OWNER 9. PAYMENTS AND COMPLETION ' 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY 1 4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS 5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK 6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS ' 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTRACT 1 This document has been approved and endorsed by the Associated General Contractors of America. Copyright 1911. 1915, 1918, 1925,1937,1951,1958, 1961, 1963, 1966, 1967, 1970, 1976,©1987 by The American Institute of Architects, 1735 New York Avenue,N.W.,Washington,D.C.,20006.Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecutions. ' I i CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION ALA° •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 I WARNING:Unlicensed photocopying violates Us.copyright laws and Is subject to legal prosecution. t INDEX ' .............. .. ..... ...... 3.7.1 Acceptance of Nonconforming Work . ...... . . 9.6.6,9.9.3,12.3 Buildin>�tlont......................... ... .......... 1.4 Acceptance of Work . .......... 9.6.6,9.8.2,9.9.3,9.10.1,9.10.3 CaP Access to Work............ ......... . ... . . 3.16,6.2.1,12.1 Certificate of Substantial Completion .... ...... . .. ....... 9.8.2 Accident Prevention. ....... ....... ......... . . . .. . 4.2.3,10 Certificates for9.6.6,9.7.1,t9.8.3,9.10.1?9.10.3, 13.7,314.11.1.3 14.2 4 Acts and Omissions . .. 3.2.1,3.2.2,3.3.2,3.12.8,3.18,4.2.3,4.3.2, ' 4.3.9,8.3.1, 10.1.4, 10.2.5, 13.4.2, 13.7, 14.1 Certificates of Inspection,Testing or Approval ••9..23.1202,11.1 3 Addenda ............ . . . .. ..... ..... ....... .. . 1.1.1,3.11 Certificates of Insurance .......... ...... . . Additional Cost,Claims for .. .... ... 4.3.6,4.3.7,4.3.9,6.1.1,10.3 Change Orders• • ''7.1,7.2,7.3.2,8 3 1,19 3-11.1,9.10.3,311.3.1.2, Additional Inspections and Testing...... . 4.2.6,9.8.2,12.2.1,13.5 11.3.4, 11.3.9, 12.1.2 Additional Time,Claims for..... .. ...... 4.3.6,4.3.8,4.3.9,8.3.2 ' ADMINISTRATION OF THE CONTRACT . . . .... 3.3.3,4,9.4,9.5 Change Orders,Definition of.... ..... ........ ..... .... 7.7.1 Advertisement or lm itation to Bid . . • • • 42.13,4.5.1 CHANGES IN THE WORK . . .. 3.11,4.2.8,7,8.3.1,9.3.1.1,10.1.3 Aesthetic Effect. . ... .. . . .. . . . .. . . . . .. . . .. . . . . . . 43.1 . . . . . . 3.8 Claim,Definition of.. . . . . . . . .• • •''' ' .. . . . . . . . . Allowances . . .... . . . . . . . . .. .. . ... .. . . . . . .. 8.3.21 , All-risk Insurance. . . . . ... . ... . .. .. . .. .. . . . . . . .. . . . 11.3.1.1 Claims and Disputes . .. . .. . I. .•.. • • 4.9.3.1.2,9.3.3;4.5,9.10.4, 10. .4 Applications for Payment . . 4.2.5,'.3.7,9.2,9.3,9.4,9.5.1,9.6.3, 9.8.3,9.10.1.9.10.3,9.10.4, 11.1.3, 14.2.4 Claims and Timely Assertion of Claims . . 4.5.6 Approvals .. . . 2.4.3.3.3.3.5,3.10.2,3.12.4 through 3.12.8,3.18.3, Claims for Additional Cost . ... .. 4.3.6,4.3.7,4.3.9,6.1.1, 10.3 4.2.'.9.3.2, 11-3.1.4, 13.4.2, 13.5 Claims for Additional Time. 4.3.6,4.3.8,4.3.9,8.32 ' •1.1.4,4.3.2,4.3.4,4.4.4,4.5, Claims for Concealed or Unknown Conditions. . . . . . .. . .. Arbitration . . . . . . . . . . .. . . . :. 4.3.6 . 8.3.1, 10.1.2, 11.3.9, 11.3.10 Claims for Damages. . .3.18.4.3.9,6.1.1,6.2.5,8.3.2,9.5.1.2, 10.1.4 Architect 4.1 Claims Subject to Arbitration. . . .. . . .. ... . .. . . 4.3.2,4.4.4,4.5.1 . 3.15,6.3 Architect,Definition of. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4.1.1 Cleaning Up . . . •• •• . . . . • . • • •Pe• . .ri. . . . . . 13.7 Commen Architect.Extent of Authorit' . . . . . . .. 2.4,3.'2.6,4.,.4.3.2,4.3.6, Commencement menntoof StaWor tutoryContd itatons RelatOg to . . . .. . . 2.1.2, i.2.6.3, ..1.2.7.2.1, 7.3.6, 4,92,9.3.1. 2.2.1,3.2.1, 3.2.2, 3.7.1, 3.10.1, 3.12.6,4.3.7, 5.2.1, 9.-1.9.5.9.6.3,9.8.2,9.8.3.9.10.1,9.10.3, 12.1, 12.2.1, 6.22.8.1.2.8.2.2,9.2, 11.1.3, 11.3.6, 11.4.1 13.5.1, 13.5.2, 14.2.2, 14.2.4 Architect,Limitations of Authority and Responsibility . 3.3.3,3.12.8, Commencement of the work.Definition of.. . . . . . . . . . . . . . 8.1.2 , 3.12.11,.4.1.2,4.2.1, 4.2.2,4.2.3.4.2.6, 4.2.7, 4.2.10,4.2.12, Communications Facilitating Contract 3.9•1,4.2.4,5.2.1 4.2.13,4.3.2. 5.2.1,7.4,9.4.2,9.6.4,9.6.6 Administration Architect's Additional Services and Expenses . . . . . . . . . . 2.4,9.8.2, Completion,Con 4it3.2,9.4.2, 8,9 9.1. 9 10, 1111.3 51 12.2.2 3.71 11.3.1.1, 12.2.1, 12.2.4, 13.5.2, 13.5.3, 14.2.4 ' Architect's Administration of the Contract. . . . . .. . . . 4.9,4..5 COMPLETION, PAYMENTS AND .4. .. .4 ..5 . . . . • ., . . .3 8 . 9 Architect's Approvals 2.4,3.5.1,3.10.2.3.12.6,3.12.8,3.18.3,4.2.7 9.8,9.9.1, 12.2.2, 13.7 Architect's Authority to Reject Work . . . . 3.5.1,4.2.6,12.1.2,12.1.3 Compliance with Laws 1 i] 13 5.1, 13.5.2, 13 6,114.1..112 4.211'3 Architect's Copyright . . .. . .. . ... . . . .. . .. ... . .... . .. . . .. . . . . 4.3.6 Architect's Decisions. . . . . . .. .. 4.2.6.4.2.7,4.2.11,4.2.12,4.2.13, Concealed or Unknown Conditions.. .. .... ... ... 1.1.1,1.1.7,6.1.1 4.3.2,4.3.6,4.4.1,4.4.4,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1, Conditions of the Contract .• •• •.' '• 1...1,3.11.1. ,1.1.7 4.1.2, 9.2,9.4,9.5.1.9.8.2,9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 Consent, 4 Written45.5,9.3.2,9.8.2,9.9.1,9.10.2,9.10.3,10.1.2, 10.1.3, Architect's Inspections . ..... .. .. . 4.2.2,4.2.9,4.3.6,9.4.2,9.8.2, 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13.4.2 , 9.9.2,9.10.1, 13.5 Architect's Instructions. . 4.2.6,4.2.7,4.2.8,4.3.7,7.4.1,12.1,13.5.2 CONSTRUCTION BY OWNER OR BY SEPARATE 1.1.4,6 Architect's Interpretations ation • 4 2 2 4.2-5,,4 3 6,9.4.2 Construction Change Directive,Definition of. . . .. . . . .. . . . . 7.3.1 Architect's On-Site Obsen ations .... ... 9.5.1,9.10.1, 13.5 Construction Change Directives . . . . 1.1.1,4.2.8,7.1,7.3,93.1• Architect's Project Representative 4.2.10 Construction Schedules,Contractor's .....:::::::::: 3.10,6.1:3 Architect's Relationship with Contractor .. .... . 1.1.2,3.2.1,3.2.2, Contingent Assignment of Subcontracts 4.3.4 3.3.3.3.5.1.3.7.3,3.11,3.12.8,3.Q A 1,3.16,3.18,4.2.3,4.2.4, Continuing Contract Performance .. .. . . 1.1.2 4.2.6,4.2.12,5.2,6.2.2,7.3.4,9.8.2, 11.3.7, 12.1, 13.5 Contract,Definition of.... .. .. . ...... .. ... .. . . . . . , Architect's Relationship with Subcontractors. . . . 1.1.2,4.2.3,4.2.4, CONTRACT,TERMINATION OR . 4.3.7,5.4.1.1,14 4.2.6,9.6.3,9.6.4, 11.3.7 SUSPENSION OF THE.. . .. ... ... . .. .. Architect's Representations......... . . .. . . . . 9.4.2,9.5.1,9.10.1 Contract Administration ..... Conditions Re . in 3.. .. . 9.3. .1, Architect's Site Visits........ 4.2.2,4.2.5,4.2.9,4.3.6,9.4.2,9.5.1, Contract Award and Execution, .10,5 2 9.2 al 1.11 t3, 11.36, 11 4.1 9.8.2,9.9.2,9.10.1, 13.5 1.1, 1.2,7 ' Asbestos ............. ......... ..... ... .. . ... .... .. 10.1 Contract Documents,The .... . .. .... Attomeps'Fees ..... ... .. ..... . .•••..•• 3.18.1,9.10.2,10.1.4 Contract Documents,Copies Furnished and Use . . .. 1.. 2 . 1.1.1 ., ••. ••... .. .. 6.1.1 Contract Documents,Definition of . ..... . . . ... . . ..• . . . Award of Separate Contracts.. titer . ' Award of Subcontracts and Other Contracts for Contract Performance During Arbitration. .. . ... . .. .. 4.3.4,4. . Portions of the Work ........ .. ....... .. . . . . . . . ... . .1.1 Contract Sum• 6.1.3,7.2,7.3,9.1,9.7311.3.1, 12.2.4, 12 3 14 2 4 Basic Definitions.............. ......... .. . ... .. . ... 1.1 Bidding Requirements. .. . . .... ..... .. 1.1.1,1.1.7,5.2.1,l 1.4.1 Contract Sum,Definition of. . .. ... .. .. . .. . .. .... .... . . ..' .. . 4. . . 4.4.4,7.2.1-3,9.3, Boiler and Machinery Insurance ..... ... . . . . .. .. . . . . . 1.10.2 Contract Time ..•••• 8.2.1,8.3.1,9.7, 12.1.1 Bonds,Lien ... .. ......... .. ... ... ... . .. . . . . . . .. . . 9.10.2 . 8.1.1 1 Bonds,Performance and Payment. .... 7.3.6.4,9.10.3,11.3.9,11.----------------- 4 Contract Time,Definition o . .......... . .. .. . AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 2 A201.1987 AIA4 •©1987 THE AMERICAN INSTITLTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2m06 , WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 1 CONTRACTOR ................................... . ... 3 Emergencies . . . . . .......... ... ..... ..... ... .. 4.3.7,10.3 Contractor,Definition of .................... ..... 3.1,6.1.2 Employees,Contractor's ....... ... 3.3.2,3.4.2,3.8.1,3.9.3.18.1, Contractor's Bid. .... ..... ...... .... .......... ..... . 1.1.1 3.18.2,4.2.3,4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Construction Schedules ........... . . 3.10,6.1.3 Equipment.Labor,Materials and .. . . ... ... 1.1.3,1.1.6,3.4,3.5.1, Contractor's Employees ....... 3.3.2,3.4.2,3.8.1,3.9,3.18,4.2.3, 3.8.2, 3.12.3, 3.12.7,3.12.11,3.13, 3A 5.1,4.2.7, 4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 6.2.1,7.3.6,9.3.2,9.3.3, 11.3, 12.2.4, 14 Contractor's Liability Insurance.... .... ............. . . 11.1 Execution and Progress of the Work .. . . ... I.1.3,1.2.3,3.2,3.4.1, Contractor's Relationship with Separate Contractors V5.1,4.2.2,4.2.3,4.3.4,4.3.8,6.2.2,7.1.3, and Owner's Forces . . ... . 2.2.6,3.12.5.3.14.2,4.2.4,6,12.2.5 %•3.9,8.2,8.3,9.5,9.9.1, 10.2, 14.2, 14.3 Contractor's Relationship with Subcontractors ....... 1.2.4,3.3.2, Execution,Correlation and Intent of the 3.18.1,3.18.2. 5.2. 5.3, 5.4,9.6.2, 11.3.7, 11.3.8, 14.2.1.2 Contract Documents . .. ..... ... . .... . . .. .. . . . .. 1.2,3.7.1 Contractor's Relationship with the Architect .... 1.1.2,3.2.1,3.2.2. Extensions of Time . .. ... . . . .. .. 4.3.1,4.3.8,7.2.1.3,8.3, 10.3.1 3.3.3,3.5.1, 3.7.3. 3.11, 3.12.8 3.16, 3.18,4.2.3,4.2.4,4.2.6, Failure of Payment by Contractor. .. . . .. .. . . ... 9.5.1.3. 14.2.1.2 4.2.12. 5.2.6.2.2,7.3.4,9.8.2, 1 1.3.7, 12.1, 13.5 Failure of Payment by Owner . 4.3.7,9.7,14.1.3 Contractor's Representations. . 1.2.2,3.5.1,3.12.7,6.2.2,8.2.1,9.3.3 Faultv Work(See Defective or Nonconforming Work) Contractor's Responsibility for Those Final Completion and Final Payment . . . . . . . . 4.2.1,4.2.9.-1.3.2, Performing the Work . . . . . .. . . . . . . . ... 3.3.2,3.18,4.2.3, 10 4.3.5,9.10, 11.1.2, 11.1.3. 11.3.5, 12.3.1. 13.7 Contractor's Review of Contract Documents. . .. .. 1.2.2,3.2.3.7.3 Financial Arrangements.Owner's. . .. . . . . . . . . . . . . . . . . . . . 2.2.1 Contractor's Right to Stop the work . .. .. ... .. . . . .. .. . . . .. 9.7 Fire and Extended Coverage Insurance .. . ... . . . . . . . . . . . . . 11.3 Contractor's Right to Terminate the Contract . . . . ... . . . . . . . 14.1 GENERAL PROVISIONS. . . . . .. .. . . . . . .. . . . . . . . . . . . . . . . . 1 Contractor's Submittals . .. . ... 3.10,3.11,3.12,4.2.7,5.2.1,5.2.3, GoverningLaw . . . . . . . . . . 13.1 ' 7.3.6,9.2,9.3.1,9.8.2,99.1,9.10.2, rranty and Warranties) . sties) . . . . . 9.10.3, 10.1.2, 11.4.2, 11.4.3 Guarantees(See Vi'arram��and�i'arranties) 3.9,11.4.3 Hazardous Matenals. . . . . . . . . . . . .. . . .. . .. . . . . . . . 10.1. 10.2.4 Contractor's Superintendent .. .. .. .. .. . . . ... . . . .. Identification ofContractDocuments . . , . . . . . . . . . . 1.2.1 Contractor's Supervision and Construction Procedures. . . . . . 1.2.4. Identification of Subcontractors and Suppliers .. . . . . . . . . . . . 5.2.1 ' 3.3.3:4,4.2.3, 8.2.2, 8.2.3, Ill Contractual Liability Insurance...... .. .... . . . .. 11.1.1.7, 11.2.1 Indemnification . . . . ... 3.17,3.18,9.10.2. 10.1.4,1 1.3.1.2. 11,3.7 Information and Services Required of the Owner. . . . . 2.1.2.2.21 Coordination and Correlation . 1.2.2,1:2.4.3.3.1, t.3.4,6.1.3.6,1.4,6.2.6,9.3.2,9.6.1,9.6.4. 9.8.3,9.9.2, 3.10, 3.12.7,6.1.3,6.2.1 Copies Furnished of Drawings and Specifications . .. 1.3,2.2.5,3.11 9or Pr perty . 11.2, 1].3, . .. . . . 13.5.2 P� g p Injury or Damage to Person or Pro . . . . . . . . . 4.3:9 ' Correction of Work ........... .. ... ... .. 2.3,2.4,4.2.1,9.8.2, j ry g �� 9.9.1, 12.1.2, 12.2, 13.7.1.3 Inspections.. . . . . . .. ....... ... .. . .. . 3.3.3,3.3.4,3.7.1,4.2.2, 4.2.6,4.2.9,4.3.6,9.42,9.82,9.9.2,9.10.1, 13.5 Cost,Definition of ............ ...... ........ .. 7.3.6,14.3.5 Instructions to Bidders.... .. . ..... . . . . . . . .. . . . . . . . . . . ].1.1 Costs ... . 2.4,3.2.1.3.'.i,3.8.2,3.15.2,4.3.6,4.3.7,4.3.8.1,5.2.3, 6.1.1,6.2.3,6.3,7.3.3.3,7.3.6,7.3.7,9.7,9.8.2,9.10.2, 11.3.1.2, Instructions to the Contractor.. .. 3.8.1,4.2.8.5.2.1,7,12.1, 13.5.2 11.3.1.3,11.3.4.11.3.9,12.1,12.2.1,12.2.4,.12.2.5,13.5,14 Insurance. . . . . . . 4.3.9.6.1.1,7.3.6.4,9.3.2.9.8.2,9.9.1,9.10.2.11 Cuttingand Patching 3.14,6:2.6 Insurance,Boller and Machinery . 11.3.2 i � � w''''''''' ''' '' Insurance,Contractor's Liability . . . .. .. . . . . . . . .. . . .. . 11.1 Damage to Construction of Owner or Separate Contractors 3.1.2.5 Insurance,Effective Date of . .. ..... . .. . .. . ..... . 8.2.2.11.1.2 6.2.4,9.5.1.5, 10.2.I.2, 10.2.5, 10.3, 11.1, 11.3, 12.2.5 ' Damage to the Work ..... 3.14.2,9.9.1,10.2.1.2,10.2.5,10.3,11.3 Insurance,Loss isof Li . . .y. ... . . . .. . ... . .. . . . . .. . . ]1.3.2 Damages,Claims for.. 3.18,4.3.9,6.1.1,6.2.5,8.3.2,9.5.1.2,10.1.4 Insurance,Owner's Liability. .... .... .. ... .. . . . . . 1. . . 11.3 Insurance,Property. ... ... ... ..... ..... . ...... 10.2.5,11.3 Damages for Delay................... . 6.1.1,8.3.3,9.5.1.6,9.7 Insurance,Stored Materials 9.3.2,11.3.1.4 Date of Commencement of the Work,Definition of...... . .. 8.1.2 Date of Substantial Completion,Definition of.............. 8.1.3 INSURANCE AND BONDS .; . .. . . .. ......... . .. ..... . . . 11 Day,Definition of............... ........... ......... 8.1.4 Insurance Companies,Consent to Partial Occupancy . .9.9.1,11.3.11 Decisions of the Architect ...... 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, Insurance Companies,Settlement with. . ..... .. . .. . . ... 11.3.10 4.3.2,4.3.6,4.4.1,4.4.4,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,9.2, Intent of the Contract Documents .. ... ....... .. . . 1.2.3,3.12.4, 9.4,9.5.1,9.8.2,9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 4.2.6,q.2.7,4.2.12,4.2.13,7.4 ' Decisions to Withhold Certification ..... ..... 9.5,9.7,14.1.1.3 Interest.. . .. . .... .. ... ...... ... . .. ...... . . . .. . . . .. 13.6 Defective or Nonconforming Work,Acceptance, Interpretation. .. . . .. . 1.2.5,1.4,1.5,4.1.1.•+.3.1,5.1,6.1.2.8.1.4 Rejection and Correction of ............ 2.3,2.4,3.5.1,4.2.1, Interpretations,Written .. .... ... . ........ 4.2.11,4.2.12,4.3.7 4.2.6,4.3.5,9.5.2,9.8.2,9.9.1, 10.2.5, 12, 13.7.1.3 Joinder and Consolidation of Claims Required . .. ... . .. . ... 4.5.6 ' Defective Work,Definition of ...... .... ..... . ... . .. . .. 3.5.1 Definitions...... 1.1.2.1.1,3.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, Judgment on Final Award . ....... . ....... 4.5.1,4.5.4.1,4.5.7 4.3.1,5.1,6.1.2,7.2.1,7.3.1,7.3.6,8.1 9.1,9.8.1 Labor and Materials,Equipment . ... 1.1.3.1.1.6,3.4,3.5.1,3.8.2, Delays and Extensions of Time . ......... 4.3.1,4.3.8.1,4.3.8.2, 3.12.2,3.12.3, 3.12.'.3.12.11,3.13, 3.15.1, 6.1.1.6.2.3,7.2.1,7.3.1,7.3.4,7.3.5,7.3.8, 1.2.7,6.2.1,7.3.6.9.3.2,9.3.3, 12.2.4, 14 7.3.9,8.1.1,8.3, 10.3.1, 14.1.1.4 Labor Disputes.. . . . . ...... . . ............ .. . . . . . . . . . 8.3.1 Disputes 1.1.4,4.3,4.4,4.5,6.2.5,6.3,7.3.8,9.3.1.2 Laws and Regulations . . . .... 1.3,3.6,3.7.3.13,4.1.1,4.5.5,4.5.7, .......... Documents and Samples at the Site ......... .. ... ........ 3.11 9.9.1, 10.2.2. I I.1, 1 2, 13.1, .3-5. 18.2.1, . 5.2, 10. Drawings,Definition of .... .. .... .... ............ .... 1.1.5 Liens .. .... .. . . .. . . . .. .. 2.1.2,4.3.2,4.3.5.1,8.2.2,. ... .4.5.5 Drawings and Specifications.Use and Ownership of. .... 1.1.1,1.3, Limitation on Consolidation or Joinder ......... . . . ... . 4.5.5 2.2.5, 3.11, 5.3 Limitations,Statutes of ... .... . . . . . . ... . .. .1.5.4.2, 12.2.6, 13.7 Duty to Review Contract Documents and Field Conditions. ... . 3.2 Limitations of Authority............. .. ..... 3.3.1,4.1.2,4.2.1, Effective Date of Insurance........ .............. 8.2.2, 11.1.2 4.2.3,4.2.7,4.2.10,5.2.2,5.2.4, 7.4, 11.3.10 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIAO •©1"7 THE MIERICAN INSTITUTE OF ARCHITECTS,1735 NEU'YORK AVENUE..N.W..WASHINGTON.D.C.20006 A201-1 987 3 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. Limitations of Liability ..... 2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.11, Owner's Right to Perform Construction and to 3.17,3.18,4.2.6,4.2.7,4.2.12,6.2.2,9.4.2,9.6.4,9.10.4, Award Separate Contracts .......... . .. ......... ... 6.1 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5.2 Owner's Right to Stop the Work...... . ... ....... .. 2.3,4.3.7 Owner's Right to Suspend the Work . .................... 14.3 Limitations of Time,General 2.2.1,2.2.4,3.2.1,3:7.3, Owner's Right to Terminate the Contract . . . ... ......... .. 14.2 3.8.2,3.10,3.12.5,3.15.1,4.2.1,4.2.7,4.2.11,4.3.2, Ownership and Use of Architect's Drawings,Specifications 4.3.3,4.3.4,4.3.6,4.3.9,4.5.4.2, 5.2.1, 5.2.3,6.2.4,7.3.4,7.4, and Other.Documents............. . .. 1.1.1,1.3,2.2.5,5.3 8.2,9.5,9.6.2,9.8,9.9,9.10, 11.1.3, 11.3.1, 11.3.2, 11.3.5, Partial Occupancy or Use . . .. ........ . . . .. 9.6.6,9.9, 11.3.11 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7 Patching,Cutting and . .....:. ......... . ....... . 3.14,6.2.6 Limitations of Time,Specific ......... 2.1.2,2.2.1,2.4,3.10,3•11, Patents,Royalties.and . .. .. . ... .... .. .. .. .. .... .. . .. 3.17 3.15.1,4.2.1,4.2.11,4.3,4.4,4.5,5.3,5.4,7.3.5,7.3.9,8.2, Payment,Applications for . . .. . ... .. . .. ... 4.2.5,9.2,9.3,9.4, 9.2,9.3.1,9.3.3,9.4.1,9.6.1,9.7,9.8.2,9.10.2, 11.1.3, 11.3.6, 9.5.1,9.8.3,9.10.1.9.10.3,9.10.4, 14.2.4 11.3.10, 11.3.11. 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Payment,Certificates for. . . ... .... . 4.2-5.4.2.9,9.3.3,9.4,9.5. Loss of Use Insurance. . . .... ..... ..... ...... ...... 11.3.3 9.6.1,9.6.6,9.7.1,9.8.3,9.10.1,9.10.3. 13.7, 14.1.1.3, 14.2.4 Material Suppliers ....... .. . ..... 1.3.1,3.12.1,4.2.4,4.2.6,5.2.1, Payment,Failure of.. . . . . . . . 4.3.7,9.5.I.3. 9.3.1,9.3.1.2,9.3.3,9.4.2,9.6.5,9.10.4 9.7, 9.10.2, 14.1.1.3, 14.2.1.2 Materials,Hazardous .. .. .. .. . .......... ..... . . . 10.1,10.2.4 Payment,Final . . .... . . . . . . 4.2.1,4.2.9.4.3.2,4.3.5,9.10,11.1.2. Materials,Labor,Equipment and . ... . 1.1.3,1.1.6,3.4,3.5.1,3.8.2, 11.1.3, 1 1.3.5, 12.3.1 3.12.2,3.12.3. 3.12.7,3.12.11, 3.13,3.15.1, 4.2.7,6.2.1, Payment Bond,Performance Bond and . . . . . . . .. . . . . . 7.3.6.4. 7.3.6,9:3?,9.3.3, 12.2.4, 14 9.10.3, 1 1.3.9, 11.4 Means,Methods, Techniques. Sequences and Payments,Progress . . . . . . . . . .. . . . . . . . . . . . . . . . 4.3.4.9.3,9.6. Procedures of Construction.. . ...... . 3.3.1,4.2.3,4.2.7,9.4.2 9.8.3.9.10.3, 13.6, 14.2.3 Minor Changes in the Work. . . . .. . .. . 1.1.1,4.2.8,4.3.7,7.1,7.4 PAYMENTS AND COMPLETION . . . .. . . . . . . . .. . . . . . . . . 9, 14 MISCELLANEOUS PROVISIONS .. .. .. .. . . .... ...%.. . . 13 Payments to Subcontractors . . . . . . . . . .. . . . . . . . . . 5.4.2.9.5.1.3. Modifications,Definition of . . . ...... . .. . . . ... . .. . .. . . . 1.1.1 9.6.2,9.6 3.9.0.4, 11.3-8..14.2.1.2 Modifications to the Contract .... . . ... .. 1.1.1, 1.1.2,3.7-3,3.11, PCB. . . . . . . . . .. . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 10.1 4.1.2,4.2.1, 5.2.3,7,8.3.1,9.7 Performance Bond and Pavnient Bond. . . . . . . . .. . ... . . . 7.3.6.4. ' Mutual Responsibility . . ... ..... . .. ......... ... .. .. . . . 6.2 9.10.3, 11.3.9, 11.4 Nonconforming Work,Acceptance of . ... ........ . . .. 12.3 Permits,Fees and Notices . . .. . . . 2.2.3.3.7, 3.13,7.3.6.4,10.2.2 Nonconforming Work,Rejection and Correction of ....... . 2.3.1, PERSONS AND PROPERTY,PROTECTION OF . . . .. . . . . . . . 10 4.3.5,9.5.2,9.8.2, 12, 13.7.1.3 Polychlorinated Biphenyl . .. ..... ... . .. . .. .. .. . . . . . . . . 10.1 Notice.... ... ...... 2.3.2.4.3.2.1.3.2.2,3.7.3,3.7.4,3.9,3.12.81 Product Data,Definition of. ... . . . . .. .. . . . .. . . .. . . . . .. 3.12.2 3.12.9, 3.17,4.3.4.4.4,4.5. 5.2.1, 5.3, 5.4.1.1,8.2.2,9.4.1, Product Data and Samples,Shop Drawings . . . . 3.11,3.12,4.2.7 9.5.1,9.6.1,9.7.9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, Progress and Completion . . . .. . . .. . .. .. . . . . . 4.2.2.-1.3.4,8.2 12.2.4, 13.3, 13.5.1, 13.5.2, 14 Progress Payments . .. . . . ....... .. . . .. ... ... ... 4.3.4,9.3, Notice,Written . ... . . 2.3,2.4,3.9,3.12.8,3.12.9,4.3, 9.6, 9.8 3,9.10.3, 13.6, 14?.3 ' 4.4.4.a.5, 5.2.1. 5.3. 5.i.1.1,.8.2.2,9.4.1,9.5.1,9.7,9.10, Project,Definition of the. . .. . .. . .. . . . . . . . . . . .. . . . . . . . 1.1.4 10.1.2, 10.2.6, 11.1.3, 1 13. 12.2.2, 12.2.4,13.3, 1.3.5.2, 14 Project Manual,Definition of the . . .. . .. . . . . . .. ... . . . . . 1.1.7 Notice of Testing and Inspections..:.... ......... 13.5.1,13.5.2 Project ManualS . .. . . . . . .. ... .. . . . .. . . . . ...... . . . . . . 2.2.5 Notice to Proceed.............. ... .................. 8.2.2 Project Representatives .... . . .. ... . . .... .. .. . .. . . ... . 4.2.10 Notices,Permits,Fees and . . .... 2.2.3,3.7,3.13,7.3.6.4,10.2.2 Property Insurance . . . . . .. . . . .. . .. . . . . . . . ... .. 10.2-5,11.3 ' Observations,Architect's On-Site ......... ........ 4.2.2,4.2.5, PROTECTION OF PERSONS AND PROPERTY. .. .. .. . . . . .. 10 4.3.6.9.4.2,9.5.1,9.10.1 13.5 Regulations and Laws ... . . . .. . . . . 1.3,3.6.3.7,3.13,.4.1.1,4.5.5. Observations,Contractor's. ...... .... . .......... . 1.2.2,3.2.2 4.5.7, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Occupancy 9.6.6,9.8.1,9.9,11.3.11 Rejection of Work . . .. . ............ .. .. .. .. 3.5.1,4,2.6, 12.2 P s • • •• •• Releases Of Waivers and Liens. . . . . .. . . . . ... .. .. . .. . .. . 9.10.2 On-Site Inspections by the Architect .......... 4.2.2,4.2.9,4.3.6, 9.4.2,9.8.2,9.9.2,9.10.1 Representations . . .. .. .. . .. ...... ..... .. . 1.2.2,3.5.1,3.127, On-Site Observations by the Architect . ........ 4.2.2,4.2.5,4.3.6, 6.2.2.8.2.1,9.3.3,9.4.3.9.5.1,9.8.2,9.10.1 9.4.2,9.5.1,9.10.1, 13.5 Representatives.. . .. .. . .'. ... ........ ....... 2.1.1,3.1.1,3.9, Orders,Written .......... .. 2.3.3.9,4.3.7,7,8.2.2,11.3.9,12.1, 4.1.1,4.2.1,4.2.10,5.1.1, 5.1.2, 13.2.1 , 12.2, 13.5.2, 14.3.1 Resolution of Claims and Disputes . .. .. ... ..... .. . .. 4.4,4.5 Responsibility for Those Performing the Work ...... .... . . 3.3-2. OWNER. ...... .......... .... ......... .. . .. 2 4.2.3,6.1.3,6.2, 10 Owner,Definition of .. ... ..... .... ........ . .••. 2.1 ReMinage. . . . . .... .. .. . . 9.3.1,9.6.2,9.8.3.9.9.1,9.10.2,9.10.3 ' Owner,Information and Services Required of the. . ... . . . 2.1.2, Review of Contract Documents and Field 2.2, 4.3.4,6,9, 10.1.4.11.2, 11.3, 13.5.1, 14.1.1.5, 14.1.3 Conditions by Contractor.. ........ . . 1.2.2,3.2,3.7.3,3.12.7 Owner's Authority ........ . 3.8.1,4.1.3,4.2.9,5.2.1,5.2.4,5.4.1, Review of Contractor's Submittals by 7.3.1,8.2.2,9.3.1,9.3.2. I Li.1, 12.2.4, 13.5.2, 14.2, 14.3.1 Owner and Architect . ......... .. . 3.10.1,3.10.2,3.1 1,3.12. Owner's Financial Capabilin ...... . ... .. ... .... 2.2.1,14.1.1.5 4.2.7,4.2.9. 5.2.1, 5.2.3.9.2,9.8.2 Owner's Liability Insurance .... .. .... ............ . . . ..11.2 Review of Shop Drawings. Product Data Owner's Loss of Use Insurance.. . . . .. ... ..... . .. ...:. . 11.3.3 and Samples by Contractor.... .. . ... . .. . . .. .. . . . . . 3.12.5 Owner's Relationship with Subcontractors ........ .... .. . 1.1.2, Rights and Remedies . . . .. . . .... . . 1.1.2.2.3,2.4,3.5.1,3.15.2, 5.2.1, 5.4.1,9.6.4 4.2.6,4.3.6,4.5, 5.3.6.1,6.3, 7.3.1,8.3.1,9.5.1,9.7, 10.2.5. ' Owner's Right to Carry Out the work........ 2.4;12.2.4,14.2.2.2 10.3, 12.2.2, 12.2.4,13.4, 14 Owner's Right to Clean Up .... ................... .. . .. 6.3 Royalties and Patents. . ... ... ... ..... .. .... . .. . . . .. . 3.17 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION ' 4 A201.1 987 AIA® •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and Is subject to legal prosecution. Rules and Notices for Arbitration ..................... 4.5.2 Suspension by the Owner for Convenience ....... .... . . 14.3 Safety of Persons and Property ............ .... . . ..... 10.2 Suspension of the Work . ........ .. .. 4.3.7,5.4.2,14.1.1.4,14.3 Safety Precautions and Programs ........... 4.2.3,4.2.7,10.1 Suspension or Termination of the Contract ...... 4.3.7,5.4.1.1,14 Samples,Definition of ................ . . ... ........ . 3.12.3 Taxes ........ ............ .. ......... .... ... 3.6,7.3.6.4 Samples,Shop Drawings,Product Data and ... 3.11,3.12,4.2.7 Termination by the Contractor::::::::.:::::::::::.:: . 14.1 Samples at the Site,Documents and ........ ... ...... . . 3.11 Termination by the Owner for Cause....... . ..... 5.4.1.1,14.2 Schedule of Values ........................... .. 9.2,9.3.1 Termination of the Architect .. . 4.1.3 Schedules,Construction ....... ....... ... ... . ... ... ... 3.10 Termination of the Contractor . .... ..... . . .. . ....... . . 14.2.2 Separate Contracts and Contractors ......... . 1.1.4,3.14.2,4.2.4, TERMINATION OR SUSPENSION OF THE CONTRACT .... . . 14 1 4.5.5,6, 11.3.7, 12.1.2, 12.2.5 Tests and Inspections ..... 3.3.3,4.2.6,4.2.9,9.4.2,12.2.1,13.5 Shop Drawings,Definition of............ .... . ...... . . 3.12.1 TIME .................... . .. .... ... ....... .. .. . .. . . . 6 Shop Drawings,Product Data and Samples .... 3.11,3.12,4.2.7 Time,Delays and Extensions of ... . .... .... . . 4.3.8,7.2.1,8.3 Site,Use of.............................. 3.13,6.1.1,6.2.1 Time Limits,Specific ..... .... 2.1.2,2.2.1,2.4,3.10,3.11,3.15.1, Site inspections ...1.2.2.3.3.4,4.2.2.4.2.9,4.3.6,9.8.2,9.10.1,13.5 4.2.1,4.2.11,4.3.4.4,4.5. 5.3, 5.4,7.3.5,7.3.9,8.2,9.2, 9.3.1, Site Visits,Architect's .......... ... . ... 4.2.2,4.2.5,4.2.9,4.3.6, 9.3.3,9.4.1,9.6.1,9.7,9.8.2,9.10.2, 11.1.3, 11.3.6, 11.3.10, 9.4.2,9.5.1,9.8.2,9.9.2,9.10.1, 13.5 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13— 14 Special Inspections and Testing . . .... ..... . .. 4.2.6,12.2.1,13.5 Time Limits on Claims... .. . . . . 4.3.2,4.3.3,4.3.6,4.3.9,4.4.4.5 Specifications,Definition of the...... . .. . .. ... ... .. ... 1.1.6 Title to Work . .. . . . . . . .. . . . . .. .. . . . . . . . . . . . .. . 9.3.2.9.3.3 Specifications,The ... ....... 1.1.1,1.1.6,1.1.7,1.2.4,1.3,3.11 UNCOVERING AND CORRECTION OF WORK 12 Statutes of Limitations.. ......... . . . . . . . .. 4.5.4.2,12.2.6,13.7 Uncovering of Work . 12.1 Stopping the Work. .... . ....... 2.3,4.3.7,9.7,10.1.2,10.3, 14.1 Unforeseen Conditions . ... . . . . .. . . .. . . . . . . . 4.3.6,8.3.1. 10.1 Stored Materials . ...... . ... 6.2.),9.3.2,10.2.1.2, 1 1.3.1.4,12.2.4 Unit Prices. .. . .. . . . . . . .. . . . . . . .. . . .. . . .. .. . . 7.1.4.-.3.3.2 Subcontractor,Definition of. ..... .. . . ... . . ... . . . . . . . . . 5.1.1 Use of Documents . .. . . .. . . . ... . . . . 1.1.1,1.3,2.2.5,3.12.7,5.3 SUBCONTRACTORS .......... .. . . ..... .. ... . . . . . . . .. .. 5 Use of Site . . . . ... . ... . .. .. .. . . .. . .. . . .. . 3.13,6.1.1.6.2.1 Subcontractors,Work b% ....... ... . ....... 1.2.4,3.3.2,3.12.1, Values,Schedule of .. .. .. .. . . . . . . . ..... . . .. .. . . 9.2,9.3.1 4.2.3, 5.3,5.4 Waiver of Claims:Final Payment. .. .. . .. ... 4.3.5,4.5.1.9.10.3 Subcontractual Relations....... ..... . . 5.3,5.4,9.3.1.2,9.6.2. Waiver of Claims b-,•the Architect. . . .. ... . . ... . . .. . .. . . 13.4.2 ' 9.6.3,9.6.4, 10.2.1, 11.3.7, 11.3.8, 14.1.1, 14.2.1.2, 14 3.2 Waiver of Claims by the Contractor. . .. ... .. 9.10.4,11.3.7. 13.4.2 Submittals . ........ 1.3.3.2.3,3.10,3.11,3.12,4.2.7,5.2.1,5.2.3, Waiver of Claims b�•the Owner ... . .. ... . .... 4.3.5,4.5.1.9.9.3, 7.3.6,9.2.9.3.1,9.8.2,9.9.1,9.10.2,9.10.3, 10.1.2, 11.1 3 9.10.3, 11.3.3, 11.3.5, l 1.3.7, 13.4.2 Subrogation,Waivers of................ . 6.1.1, 11.3.5,11.3.7 Waiver of Liens..... .... .. ...... ...... . .... . ...... . 9.10.2 Substantial Completion............. 4.2.9,4.3.5.2,8.1.1,8.1.3, Waivers of Subrogation. . ...... .. .. .. . . ... 6.1.1, 11.3.5. 1 1.3.7 8.2.3,9.8,9.9.1, 12.2.1, 12.2.2, 13.7 Warranty and Warranties.. . ..... .. . .. .... . . . . . .. . 3.5,4.2.9, Substantial Completion.Definition of............ .. ...... 9.8.1 4.3.5.3.9.3.3,9.8.2,9.9.1, 12.2.2, 13.7.1.3 Substitution of Subcontractors ... ... .............. 5.2.3,5.2.4 Weather Delays . .. ... ....... .. ... . ... . .... .. .... .. 4.3.8.2 Substitution of the Architect........ . .......... .. ... .. . 4.1.3 When Arbitration May Be Demanded ..... .. . .. . .. .. . . . 4.6.4 Substitutions of Materials ............... ... .... .. .. . . . 3.5.1 Work,Definition of . .... ........ ..... .... . . .. .. .. .. . 1.1.3 Sub-subcontractor,Definition of .... . ..... ..... ... ... .. 5.1.2 Written Consent . .. ..... .. . ... 1.3.1,3.12.8,3.14.2,4.1.2,4.3.4, Subsurface Conditions ........................ .. . .... 4.3.6 4.5.5,9.3.2,9.8.2,9.9.1,9.10.2,9.10.3, 10.1.2, 10.1.3, Successors and Assigns ............................ 13.2 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13.4.2 Superintendent ............................. .. 3.9, 10.2.6 Written Interpretations . ......... 4.2.11,4.2.12.4.3.7 Supervision and Construction Procedures ...... 1.2.4,3.3,3.4, Written Notice .... ...... . 2.3,2.4,3.9,3.12.8,3.12.9,4.3,4.4.4, 4.2.3,4.3.4,6.1.3,6.2.4,7.1.3,7.3.4,8.2,8.3.1, 10, 12, 14 4.5, 5.2.1,5.3,5.4.1.1,8.2.2,9.4.1,9.5.1,9.7,9.10, 10.1.2, Surety ............... 4.4.1,4.4.4,5.4.1.2,9.10.2,9.10.3,14.2.2 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4,13.3, 13.5.2, 14 Surety,Consent of....................... 9.9.1,9.10.2,9.10.3 Written Orders. .... .. .. ... ............. . . ... 2.3,3.9,4.3.7, Surveys................................... .. 2.2.2,3.18.3 7,8.2.2, 11.3.9, 12.1, 12.2, 13.5.2, 14.3.1 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION Au° •©1987 THE AMERIt:AN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 5 WAMING:Unlicensed photocopying violates U.S.copyright laws and Is subject to bgal prosecution. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 ment; construction systems, standards and workmanship for the Work,and performance of related services. GENERAL PROVISIONS 1.1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the 1.1 BASIC DEFINITIONS Work which may include the bidding requirements, sample 1.1.1 THE CONTRACT DOCUMENTS forms, Conditions of the Contract and Specifications. The Contract Documents consist of the Agreement between 1.2 EXECUTION,CORRELATION AND INTENT Owner and Contractor(hereinafter the Agreement),Conditions of the Contract(General,Supplementary and other Conditions), 1.2.1 The Contract Documents shall be signed by the Owner Drawings,Specifications,addenda issued prior to execution of and Contractor as provided in the Agreement. If either the the Contract, other documents listed in the Agreement and Owner or Contractor or both do not sign all the Contract Modifications issued after execution of the Contract. A Modifi- Documents, the Architect shall identify such unsigned Docu- cation is (1)a written amendment to the Contract signed by ments upon request. both parties, (2) a Change Order, (3) a Construction Change Directive or(4)a written order for a minor change in the Work 1.2.2 Execution of the Contract by the Contractor is a repre issued,by the Architect. Unless specifically enumerated in the sentation that the Contractor has visited the site,become famil- Agreement, the Contract Documents do not include other iar with local conditions under which the Work is to be per- documents such as bidding requirements (advertisement or formed and correlated personal observations with require- invitation to bid. Instructions to Bidders, sample forms, the ments of the Contract Documents. Contractor's bid or portions of addenda relating to bidding 1.2.3 The intent of the Contract Documents is to include all requirements). items necessary for the proper execution and completion of the 1.1.2 THE CONTRACT Work by the Contractor.The Contract Documents are comple The Contract Documents form the Contract for Construction. mentary,and what is required by one shall be as binding as if The Contract represents the entire and integrated agreement required by all; performance by the Contractor shall be between the parties hereto and supersedes prior negotiations, required only to the extent consistent with the Contract Docu- , representations or agreements,either written or oral.The Con- ments and reasonably inferable from them as being necessary tract may be amended or modified only by a Modification.The to produce the intended results. Contract Documents shall not be construed to create a contrac- 1.2.4 Organization of the Specifications into divisions,sections tual relationship of any kind(1)between the Architect and Con- and articles,and arrangement of Drawings shall not control the ! tractor, (2) between the Owner and a Subcontractor or Sub- Contractor in dividing the Work among Subcontractors or in subcontractor or(3)between any persons or entities other than establishing the extent of Work to be performed by any trade. the Owner and Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under 1.2.5 Unless otherwise stated in the Contract Documents, the Contract intended to facilitate performance of the words which have well-known technical or construction indus Architect's duties. try meanings are used in the Contract Documents in accord- 1.1.3 THE WORK ance with such recognized meanings. The term "Work" means the construction and services 1.3 OWNERSHIP AND USE OF ARCHITECT'S required by the Contract Documents, whether completed or DRAWINGS,SPECIFICATIONS AND OTHER partially completed, and includes all other labor, materials, DOCUMENTS equipment and services provided or to be provided by the 1.3.1 The Drawings, Specifications and ocher documents Contractor to fulfill the Contractor's obligations. The Work prepared by the Architect are instruments of the Architect's may constitute the whole or a pan of the Project. service through which the Work to be executed by the Con- 1.1.4 THE PROJECT tractor is described. The Contractor may retain one contract record set.Neither the Contractor nor any Subcontractor,Sub- The Project is the total construction of which the Work per- subcontractor or material or equipment supplier shall own or formed under the Contract Documents may be the whole or a claim a copyright in the Drawings, Specifications and other pan and which may include construction by the Owner or by documents prepared by the Architect, and unless otherwise separate contractors, indicated the Architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will retain all common law,statutory and other reserved rights, The Drawings are the graphic and pictorial portions of the Con in addition to the copyright. All copies of them, except the Contractor's record set,shall be returned or suitably accounted tract Documents. wherever located and whenever issued, for to the Architect,on request,upon completion of the Work. showing,the design, location and dimensions of the Work, generally including plans. elevations, sections, details, sched= The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contrac- ules and diagrams. tor,are for use solely with respect to this Project.They are not 1.1.6 THE SPECIFICATIONS to be used by the Contractor or any Subcontractor, Sub- The Specifications are that portion of the Contract Documents subcontractor or material or equipment supplier on other proj- consisting of the written requirements for materials, equip- ects or for additions to this Project outside the scope of the AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION 6 A201-1987 AWD •©19R7 THE AMERICAN INSTITUTE OF ARCHITECTS.1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. Work without the specific written consent of the Owner and ments and charges required for construction,use or occupancy Architect. The Contractor,Subcontractors,Sub-subcontractors of permanent structures or for permanent changes in existing and material or equipment suppliers are granted a limited facilities. license to use and reproduce applicable portions of the Draw- ings, Specifications and other documents prepared by the 2.2.4 Information or services under the Owner's control shall Architect appropriate to and for use in the execution of their be furnished by the Owner with reasonable promptness to Work under the Contract Documents. All copies made under avoid delay in orderly progress of the Work. this license shall bear the statutory copyright notice, if any, 2.2.5 Unless otherwise provided in the Contract Documents, ' shown on the Drawings, Specifications and other documents the Contractor will be furnished,free of charge,such copies of prepared by the Architect. Submittal or distribution to meet Drawings and Project Manuals as are reasonably necessary for official regulatory requirements or for other purposes in con- nection with this Project is not to be construed as publication execution of the Work. 1 in derogation of the Architect's copyright or other reserved 2.2.6 The foregoing are in addition to other duties and respon- rights. sibilities of the Owner enumerated herein and especially those 1.4 CAPITALIZATION in respect to Article 6(Construction by Owner or by Separate 1.4.1 Terms capitalized in these General Conditions include Contractors), Article 9(Payments and Completion)and Article those which are (1)specifically defined, (2) the titles of num- I I (Insurance and Bonds). bered articles and identified references to Paragraphs,Subpara- 2.3 OWNER'S RIGHT TO STOP THE WORK graphs and Clauses in the document or (3) the titles of other 2.3.1 If the Contractor fails to correct Work which is not in documents published by the American Institute of Architects. accordance with the requirements of the Contract Documents 1.5 INTERPRETATION as required by Paragraph 12.2 or persistently fails to carry out 1.5.1 in the interest of brevity the Contract Documents fre- Work in accordance with the Contract Documents,the Owner, quently omit modifying words such as"all"and"any"and arti by written order signed personally or by an agent specifically so des such as "the" and "an," but the fact that a modifier or an empowered by the Owner in writing, may order the Contrac- article is absent from one statement and appears in another is for to stop the Work,or any portion thereof,until the cause for such order has been eliminated; however, the right of the not intended to affect the interpretation of either statement. Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Con- ARTICLE 2 tractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. OWNER 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.1 DEFINITION 2.4.1 If the Contractor defaults or neglects to carry out the 2.1.1 The Owner is the person or entity identified as such in Work in accordance with the Contract Documents and fails the Agreement and is referred to throughout the Contract within a seven-day period after receipt of written notice from Documents as if singular in number.The term"Owner"means the Owner to commence and continue correction of such the Owner or the Owner's authorized representative. default or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second 2.1.2 The Owner upon reasonable written request shall furnish written notice to correct such deficiencies within a second to the Contractor in writing information which is necessary and seven-day.period. If the Contractor within such second seven- relevant for the Contractor to evaluate, give notice of or day period after receipt of such second notice fails to com- enforce mechanic's lien rights.Such information shall include a mence and continue to correct any deficiencies, the Owner correct statement of the record legal title to the property on may, without prejudice to other remedies the Owner may which the Project is located,usually referred to as the site,and have, correct such deficiencies. In such case an appropriate the Owner's interest therein at the time of execution of the Change Order shall be issued deducting from payments then or Agreement and,within five days after any change, information thereafter due the Contractor the cost of correcting such defi- of such change in title, recorded or unrecorded. ciencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect 2.2 INFORMATION AND SERVICES or failure. Such action by the Owner and amounts charged to REQUIRED OF THE OWNER the Contractor are both subject to prior approval of the Archi- tect. If payments then or thereafter due the Contractor are not 2.2.1 The Owner shall,at the request of the Contractor,prior sufficient to cover such amounts, the Contractor shall pay the to execution of the Agreement and promptly from time to time difference to the Owner. thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's 1 obligations under the Contract.[Note: Unless such reasonable ARTICLE 3 evidence were furnished on request prior to the execution of rtu, Akreenreltt, the prospective contractor would not be CONTRACTOR required to execute the Agreement or to commence the Work.] ' 2.2.2 The Owner shall furnish surveys describing physical 3.1 DEFINITION characteristics, legal limitations and utility locations for the site 3.1.1 The Contractor is the person or entity identified as such of the Project, and a legal description of the site. in the Agreement and is referred to throughout the Contract 2.2.3 Except for permits and fees which are the responsibility Documents as if singular in number. The term "Contractor" of the Contractor under the Contract Documents,the Owner means the Contractor or the Contractor's authorized shall secure and pay for necessary approvals,easements,assess representative. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIAV •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.VT'.,VVASHINGTON,D.C.20006 A201-1987 7 WARNING:UrAcensed photocopying violates U.S.copyright taws and is subject to legal prosecution. 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5 WARRANTY ' FIELD CONDITIONS BY CONTRACTOR 3.5.1 The Contractor warrants to the Owner and Architect that 3.2.1 The Contractor shall carefully study and compare the materials and equipment furnished under the Contract will be Contract Documents with each other and with information of good quality and new unless otherwise required or permit- ' furnished by the Owner pursuant to Subparagraph 2.2.2 and ted by the Contract Documents, that the Work will be free shall at once report to the Architect errors, inconsistencies or from defects not inherent in the quality required or permitted, omissions discovered.The Contractor shall not be liable to the and that the Work will conform with the requirements of the Owner or Architect for damage resulting from errors,inconsis- Contract Documents. Work not conforming to these require- , tenses or omissions in the Contract Documents unless the meets, including substitutions not properly approved and Contractor recognized such error, inconsistency or omission authorized, may be considered defective. The Contractor's and knowingly failed to report it to the Architect. If the Con- warranty excludes remedy for damage or defect caused by tractor performs any construction activity knowing it involves abuse,modifications not executed by the Contractor,improper a recognized error, inconsistency or omission in the Contract or insufficient maintenance, improper operation, or normal Documents without such notice to the Architect,the Contrac- wear and tear under normal usage.If required by the Architect, for shall assume appropriate.responsibility for such perfor- the Contractor shall furnish satisfactory evidence as to the kind mance and shall bear an appropriate amount of the attributable and quality of materials and equipment. costs for correction. 3.6 TAXES I 3.2.2 The Contractor shall take field measurements and verify 3.6.1 The Contractor shall pay sales,consumer,use and similar field conditions and shall carefully compare such field mea- taxes for the Work or portions thereof provided by the Con- surements and conditions and other information known to the tractor which are legally enacted when bids are received or Contractor with the Contract Documents before commencing negotiations concluded, whether or not yet effective or merehv activities. Errors, inconsistencies or omissions discovered shall scheduled to go into effect. be reported to the Architect at once. 3.7 PERMITS,FEES AND NOTICES 3.2.3 The Contractor shall perform the Work in accordance 3.7.1 Unless otherwise provided in the Contract Documents. with the Contract Documents and submittals approved pur- the Contractor shall secure and pay for the building permit and suant to Paragraph 3.12. other permits and governmental fees, licenses and inspections 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES necessan• for proper execution and completion of the Work which are customarily secured after execution of the Contract 3.3.1 The Contractor shall supervise and direct the Work, and which are legally required when bids are received or negu- using the Contractor's best skill and attention. The Contractor tiations concluded. shall be solely responsible for and have control over construc- tion means, methods, techniques, sequences and procedures 3.7.2 The Contractor shall comply with and give notice and for coordinating all portions of the Work under the Con- required by laws, ordinances, rules, regulations and lawful tract, unless Contract Documents give other specific instruc- orders of public authorities bearing on performance of the tions concerning these matters. Work. 3.3.2 The Contractor shall be responsible to the Owner for acts 3.7.3 it is not the Contractor's responsibility to ascertain that and omissions of the Contractor's employees, Subcontractors the Contract Documents are in accordance with applicable ees,and other persons performing laws,statutes,ordinances,building codes,and rules and regula- and[heir agents and employ tions.However,if the Contractor observes that portions of the portions of the Work under a contract with the Contractor. Contract Documents are at variance therewith, the Contractor 3.3.3 The Contractor shall not be relieved of obligations to per- shall promptly notify the Architect and Owner in writing, and form the Work in accordance with the Contract Documents necessary changes shall be accomplished by appropriate either by activities or duties of the Architect in the Architect's Modification. administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the 3.7.4 If the Contractor performs Work knowing it to be con Contractor. trary to laws,statutes,ordinances,building codes,and rules and regulations without such notice to the Architect and Owner. 3.3.4 The Contractor shall be responsible for inspection of por- the Contractor shall assume fun responsibility for such Work tions of Work already performed under this Contract to deter- and shall bear the attributable costs. mine that such portions are in proper condition to receive sub uent Work. 3.8 ALLOWANCES Seq eq LABOR AND MATERIALS 3.8.1 The Contractor shall include in the Contract Sum all 3.4 allowances stated in the Contract Documents. Items covered i in the Contract Documents, shall be supplied 3.4.1 Unless otherwise provided s p by allowancespPlied for such amounts and by such the Contractor shall provide and pay for labor,materials,equip- peens or entities as the Owner may direct,but the Contractor ment, tools, construction equipment and machinery, water, shall not be required to employ persons or entities against heat, utilities, transportation, and other facilities and services which the Contractor makes reasonable objection. necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorpo- 3.8.2 Unless otherwise provided in the Contract Documents: ' rated or to be incorporated in the Work. .1 materials and equipment under an allowance shall be 3.4.2 The Contractor shah selected promptly by the Owner to avoid delay in the enforce strict discipline and good Work; order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit .2 allowances shall cover the cost to the Contractor of , employment of unfit persons or persons not skilled in tasks materials and equipment delivered at the site and all assigned to them. required taxes, less applicable trade discounts; AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION' 8 A201-1987 AIAe •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEVI'YORK AVENUE,N.W.,WASHINGTON,D.G.20000 WARNING:Unlicensed photocoWn9 vlolstm 11.S,O°pyrigM laws and is sublect to bpi prosecution. ' .3 Contractor's costs for unloading and handling at the which submittals are required the way the Contractor proposes site, labor, installation costs, overhead, profit and to conform to the information given and the design concept other expenses contemplated for stated allowance expressed in the Contract Documents.Review by the Architect amounts shall be included in the Contract Sum and is subject to the limitations of Subparagraph 4.2.7. not in the allowances; 3.12.5 The Contractor shall review,approve and submit to the .4 whenever costs are more than or less than allowances, Architect Shop Drawings, Product Data, Samples and similar the Contract Sum shall be adjusted accordingly by submittals required by the Contract Documents with reason- Change Order.The amount of the Change Order shall able promptness and in such sequence as to cause no delay in reflect(1)the difference between actual costs and the the Work or in the activities of the Owner or of separate con- allowances under Clause 3.8.2.2 and (2) changes in tractors. Submittals made by the Contractor which are not Contractor's costs under Clause 3.8.2.3• required by the Contract Documents may be returned without 3.9 SUPERINTENDENT action. 3.9.1 The Contractor shall employ a competent superinten- 3.12.6 The Contractor shall perform no portion of the Work dent and necessary assistants who shall be in attendance at the requiring submittal and review of Shop Drawings, Product Project site during performance of the Work. The superinten- Data, Samples or similar submittals until the respective submit- dent shall represent the Contractor,and communications given tal has been approved by the Architect. Such Work shall be in to the superintendent shall be as binding as if given to the Con- accordance with approved submittals. tractor. Important communications shall be confirmed in writ- ing. Other communications shall be similarly confirmed on 3.12.7 By approving and submitting Shop Drawings, Product written request in each case. Data,Samples and similar submittals,the Contractor represents 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES that the Contractor has determined and verified materials,field measurements and field construction criteria related thereto,or 1 3.10.1 The Contractor,promptly after being awarded the Con- will do so, and has checked and coordinated the information tract,shall prepare and submit for the Owner's and Architect's contained within such submittals with the requirements of the information a Contractor's construction schedule for the Work. Work and of the Contract Documents. The schedule shall not exceed time limits current under the Contract Documents,shall be revised at appropriate intervals as 3.12.8 The Contractor shall not be relieved of responsibility 1 required by the conditions of the Work and Project, shall be for deviations from requirements of the Contract Documents related to the entire Project to the extent required by the Con- by the Architect's approval of Shop Drawings, Product Data, tract Documents, and shall provide for expeditious and practi- Samples or similar submittals unless the Contractor has cable execution of the Work. specifically informed the Architect in writing of such deviation at the time of submittal and the Architect has given written 3.10.2 The Contractor shall prepare and keep current, for the approval to the specific deviation. The Contractor shall not be Architect's approval,a schedule of submittals which is coordi- relieved of responsibility for errors or omissions in Shop Dran•- nated with the Contractor's construction schedule and allows ings, Product Data, Samples or similar submittals by the Archi- the Architect reasonable time to review submittals. tect's approval thereof. I 3.10.3 The Contractor shall conform to the most recent 3.12.9 The Contractor shall direct specific attention,in writing schedules. or on resubmitted Shop Drawings, Product Data, Samples or 3.11 DOCUMENTS AND SAMPLES AT THE SITE similar submittals, to revisions other than those requested by 3.11.1 The Contractor shall maintain at the site for the Owner the Architect on previou s submittals. one record copy of the Drawings, Specifications, addenda, 3.12.10 Informational submittals upon which the Architect is 1 Change Orders and other Modifications, in good order and not expected to take responsive action may be so identified in marked currently to record changes and selections made during the Contract Documents. construction,and in addition approved Shop Drawings, Prod- 3.12.11 When professional certification of performance criteria uct Data, Samples and similar required submittals. These shall of materials,systems or equipment is required by the Contract be available to the Architect and shall be delivered to the Archi- Documents, the Architect shall be entitled to rely upon the tect for submittal to the Owner upon completion of the Work. accuracy and completeness of such calculations and certifi- 3.12 SHOP DRAWINGS,PRODUCT DATA AND SAMPLES cations. 3.12.1 Shop Drawings are drawings, diagrams, schedules and 3.13 USE OF SITE other data specially prepared for the Work by the Contractor or 3.13.1 The Contractor shall confine operations at the site to a Subcontractor, Sub-subcontractor, manufacturer,supplier or areas permitted by law, ordinances, permits and the Contract distributor to illustrate some portion of the Work. Documents and shall not unreasonably encumber the site with 3.12.2 Product Data are illustrations, standard schedules, per- materials or equipment. formance charts, instructions, brochures, diagrams and other 3.14 CUTTING AND PATCHING information fumished by the Contractor to illustrate materials 3.14.1 The Contractor shall be responsible for cutting, fitting or equipment for some portion of the Work. or patching required to complete the Work or to make its parts 3.12.3 Samples are physical examples which illustrate fit together properly: materials, equipment or workmanship and establish standards 3.14.2 The Contractor shall not damage or endanger a portion by which the Work will be judged. of the Work or fully or partially completed construction of the 3.12.4 Shop Drawings,Product Data,Samples and similar sub- Owner or separate contractors by cutting, patching or other- mittals are not Contract Documents.The purpose of their sub- wise altering such construction,or by excavation.The Contrac- mittal is to demonstrate for those portions of the Work for for shall not cut or otherwise alter such construction by the ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION_ AIA9 •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 9 WARNING:UnOCensed phowcopyfng violates U.S.copyrlghtlaws and is subject to legal posewtfon. Owner or a separate contractor except with written consent of tect's consultants, and agents and employees of any of them the Owner and of such separate contractor;such.consent shall arising out of(1)the preparation or approval of maps,drawings, not be unreasonably withheld.The Contractor shall not unrea- opinions,reports,surveys,Change Orders,designs or specifica- sonably withhold from.the Owner or a separate contractor the. tions, or (2) the giving of or the failure to give directions or Contractor's consent to cutting or otherwise altering the Work. instructions by the Architect, the Architect's consultants, and agents and employees of any of them provided such giving or 3.15 CLEANING UP failure to give is the primary cause of the injury or damage. 3.15.1 The Contractor shall keep the premises and surround- ing area free from accumulation of waste materials or rubbish ARTICLE 4 caused by operations under the Contract.At completion of the Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction ADMINISTRATION OF THE CONTRACT equipment, machinery and surplus materials. 4.1 ARCHITECT 3.15.2 If the Contractor fails to clean up as provided in the 4.1.1 The Architect is the person lawfully.licensed to practice Contract Documents, the Owner may do so and the cost architecture or an entity lawfully practicing architecture iden.. thereof shall be charged to the Contractor. tified as such in the Agreement and is referred to throughout 3.16 ACCESS TO WORK the Contract Documents as if singular in number. The term "Architect" means the Architect or the Architect's authorized 3.16.1 The Contractor shall provide the Owner and Architect representative. access to the Work in preparation and progress wherever located. 4.1.2 Duties,responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be 3.17 ROYALTIES AND PATENTS restricted,modified or extended without written consent of the ' 3.17.1 The Contractor_shall pay all royalties and license fees. Owner, Contractor and Architect. Consent shall not be unrea- The Contractor shall defend suits or claims for infringement of sonably withheld. patent rights and shall hold the Owner and Architect harmless 4.1.3 In case of termination of employment of the Architect, from loss on account thereof, but shall not be responsible for Con- such defense or loss when a particular design,process or prod- uct of a particular manufacturer or manufacturers is required by tractor makes no reasonable objection and whose status under the Contract Documents. However, if the Contractor has rea- the Contract Documents shall be that of the former architect. son to believe that the required design,process or product is an 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 infringement of a patent,the Contractor shall be responsible for . shall be subject to arbitration. such loss unless such information is promptly furnished to the 4.2 ARCHITECT'S ADMINISTRATION Architect. OF THE CONTRACT 3.18 INDEMNIFICATION 4.2.1 The Architect will provide administration of the Contract 3.18.1 To the fullest extent permitted by law, the Contractor as described in the Contract Documents, and will be the shall indemnify and hold harmless the Owner,Architect,Archi- Owner's representative (1) during construction, (2) until final tect's consultants, and agents and employees of any of them payment is due and (3)with the Owner's concurrence, from from and against claims,damages,losses and expenses,includ- time to time during the correction period described in Para- ing but not limited to attorneys' fees,arising out of or resulting graph 12.2. The Architect will advise and consult with the rovided that such claim,dam- Owner.The Architect will have authority to act on behalf of the from performance of the Work,p age, loss or expense is attributable to bodily injury, sickness, Owner only to the extent provided in the Contract Documents, disease or death,or to injury to or destruction of tangible prop- unless otherwise modified by written instrument in accordance erty(other than the Work itself)including loss of use resulting with other provisions of the Contract. therefrom,but only to the extent caused in whole or in part by .4.2.2 The Architect will visit the site at intervals appropriate to negligent acts or omissions of the Contractor,a Subcontractor, the stage of construction to become generally familiar with the anyone directly or indirectly employed by them or anyone for progress and quality of the completed Work and to determine whose acts they may be liable, regardless of whether or not in general the Work is being performed in a manner indicat such claim,damage,loss or expense is caused in part by a party ing that the Work,whemcompleted,will be in accordance with indemnified hereunder.Such obligation shall not be construed the Contract Documents. However, the Architect will not be to negate, abridge, or reduce other rights or obligations of uired to make exhaustive or continuous on-site inspections jndrnm roity which would otherwise exist as to a party or person t check quality or quantity of the Work. On the basis of on- described in this Paragraph 3.18• site observations as an architect, the Architect will keep the 3.18.2 In claims against any person or entity indemnified Owner informed of progress of the Work,and will endeavor to ' under this Paragraph 3.18 by an employee of the Contractor,a guard the Owner against defects and deficiencies in the Work. Subcontractor,anyone directly or indirectly employed by them 4.2.3 The Architect will not have control over or charge of and or anyone for whose acts they may be liable, the indemnifea- will not be responsible for construction means, methods, tion obligation under this Paragraph 3.18 shall not be limited by techniques,sequences or procedures,or for safety precautions a limitation on amount or type of damages, compensation or and programs in connection with the work, since these are benefits payable by or for the Contractor or a Subcontractor solely the Contractor's responsibility as provided in Paragraph under workers' or workmen's compensation acts, disability 3.3. The Architect will not be responsible for the Contractor's benefit acts or other employee benefit acts. failure to carry out the Work in accordance with the Contract 3.18.3 The obligations of the Contractor under this Paragraph Documents.The Architect will not have control over or charge 3.18 shall not extend to the liability of the Architect,the Archi- of and will not be responsible for acts or omissions of the Con- AEA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 0 A201-1987 AIAe •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 --rinht caws and is subject to legal prosecution. I tractor,Subcontractors,or their agents or employees,or of any out the Architect's responsibilities at the site. The duties, other persons performing portions of the Work. responsibilities and limitations of authority of such project 4.2.4 Communications Facilitating Contract Admfnistts- representatives shall be as set forth in an exhibit to be incorpo- rated tion.Except as otherwise provided in the Contract Documents in the Contract Documents. or when direct communications have been specially autho- 4.2.11 The Architect will interpret and decide matters concem- rized,the Owner and Contractor shall endeavor to communi- ing performance under and requirements of the Contract ate through the Architect. Communications by and with the Documents on written request of either the Owner or Contrac- t Architect's consultants shall be through the Architect.Commu- tor. The Architect's response to such requests will be made nications by and with Subcontractors and material suppliers with reasonable promptness and within any time limits agreed shall be through the Contractor.Communications by and with upon. If no agreement is made concerning the time within separate contractors shall be through the Owner. which interpretations required of the Architect shall be fur- 4.2.5 Based on the Architect's observations and evaluations of niched in compliance with this Paragraph 4:2, then delay shall the Contractor's Applications for Payment, the Architect will not be recognized on account of failure by the Architect to fur- review and certify the amounts due the Contractor and will nish such interpretations until 15 days after written request is made for them. issue Certificates for Payment in such amounts. 4.2.6 The Architect will have authority to reject Work which 4.2.12 Interpretations and decisions of the Architect will be does not conform to the Contract Documents. Whenever the consistent with the intent of and reasonably inferable from the Architect considers it necessary or advisable for implements- Contract Documents and will be in writing or in the form of tion of the intent of the Contract Documents,the Architect will drawings.When making such interpretations and decisions,the have authority to require additional inspection or testing of the Architect will endeavor to secure faithful performance by both Work in accordance with Subparagraphs 13.5.2 and 13.5.3, Owner and Contractor. will not shoe partiality to either and whether or not such Work is fabricated,installed or completed will not be liable for results of interpretations or decisions so However,neither this authority of the Architect nor a decision rendered in good faith. made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Archi 4.2.13 The Architect's decisions on matters relating to aesthetic test to the Contractor,Subcontractors,material and equipment effect will be final if consistent with the intent expressed in the Contract Documents. suppliers,their agents or employees,or other persons perform- ing portions of the Fork. 4.3 CLAIMS AND DISPUTES 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as 4.3.1 Definition. A Claim is a demand or assertion by one of Shop Drawings, Product Data and Samples, but only for the the parties seeking,as a matter of right,adjustment or interpre- limited purpose of checking for conformance with information tation of Contract terms.payment of money,extension of time given and the design concept expressed in the Contract Docu- or other relief with respect to the terms of the Contract. The ments. The Architect's action will be taken with such reason- term"Claim"also includes other disputes and matters in ques- t able promptness as to cause no delay in the Work or in the tion between the Owner and Contractor arising out of or relat- activities of the Owner, Contractor or separate contractors, ing to the Contract. Claims must be made by written notice. while allowing sufficient time in the Architect's professional The responsibility to substantiate Claims shall rest with the judgment to permit adequate review.Review of such submittals part), making the Claim. is not conducted for the purpose of determining the accuracy and completeness .of other details such as dimensions and 4.3.2 Decision of Architect. Claims, including those alleging quantities, or for substantiating instructions for installation or an error or omission by the Architect,shall be referred initially performance of equipment or systems,all of which remain the to the Architect for action as provided in Paragraph 4.4.A deci- responsibility of the Contractor as required by the Contract sion by the Architect,as provided in Subparagraph 4.4.4,shall Documents.The Architect's review of the Contractor's submit- be required as a condition precedent to arbitration or litigation tals shall not relieve the Contractor of the obligations under of a Claim between the Contractor and Owner as to all such Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not matters arising prior to the date final payment is due,regardless constitute approval of safety precautions or, unless otherwise of(1)whether such matters relate to execution and progress of specifically stated by the Architect,of any construction means, the Work or(2)the extent to which the Work has been com- methods,techniques,sequences or procedures.The Architect's pleted. The decision by the Architect in response to a Claim approval of a specific item shall not indicate approval of an shall not be a condition precedent to arbitration or litigation in assembly of which the item is a component. the event(1)the position of Architect is vacant,(2)the Architect has not received evidence or has failed to render a decision 4.2.8 The Architect will prepare Change Orders and Construc- within agreed time limits, (3) the Architect has failed to take tion Change Directives, and may authorize minor changes in action required under Subparagraph 4.4.4 within 30 days after the Work as provided in Paragraph 7.4. the Claim is made, (4)45 days have passed after the Claim has 4.2.9 The Architect will conduct inspections to determine the been referred to the Architect or (5) the Claim relates to a date or dates of Substantial Completion and the date of final mechanic's lien. ' completion, will receive and forward to the Owner for the 4.3.3 Time Limits on Claims. Claims by either party must be Owner's review and records written warranties and related made within 21 days after occurrence of the event giving rise to documents required by the Contract and assembled by the Contractor,and will issue a final Certificate for Payment upon such Claim or within 21 days afterthe claimant first recognizes compliance with the requirements of the Contract Documents. the condition giving rise to the Claim,whichever is later.Claims must be made by written notice. An additional Claim made 4.2.10 if the Owner and Architect agree,the Architect will pro- after the initial Claim has been implemented by Change Order vide one or more project representatives to assist in carrying will not be considered unless submitted in a timely manner. ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA• •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 11 WARNING:UnIcansed photocopying violates U.S.copyright laws and Is subject to legal prosecution. 4.3.4 Contintting Contract Performance. Pending final reso- substantiating that weather conditions were abnormal for the lution of a Claim including arbitration,unless otherwise agreed period of time and could not have been reasonably anticipated, in writing the Contractor shall proceed diligently with perfor- and that weather conditions had an adverse effect on the mance of the Contract and the Owner shall continue to make scheduled construction. payments in accordance with the Contract Documents. 4.3.91njury or Damage to Person or Property. If either parry 4.3.5 Waiver of Claims: Final Payment. The making of final to the Contract suffers injury or damage to person or property payment shall constitute a waiver of Claims by the Owner because of an act.or omission of the other parry,of any of the except those arising from: other party's employees or agents,or of others for whose acts , .1 liens,Claims,security interests or encumbrances aris- such per' is legally liable, written notice of such injury or ing out of the Contract and unsettled; damage, whether or not insured, shall be given to the other .2 failure of the Work to comply with the requirements party wig a reasonable time not exceeding 21 days after first observance.The notice shall provide sufficient detail to enable Documents; or a for addi- of the Contract Docum the other parry to investigate the matter. If Claim .3 terms of special warranties required by the Contract tional cost or time related to this Claim is to be asserted,it shall Documents. be filed as provided in Subparagraphs 4.3.7 or 4.3.8. 4.3.6 Claims for Concealed or Unknown Conditions. If con- 4.4 . RESOLUTION OF CLAIMS AND DISPUTES ditions are encountered at the site which are(1)subsurface or otherwise concealed physical conditions which differ materi- 4.4.1 The Architect will review Claims and take one or more of the following preliminary actions within ten days of receipt of a ally from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature,which dif- Claim:(1)request additional supporting data from the claimant, fer materially from those ordinarily found to exist and generally (2)submit a schedule to the parties indicating when the Archi - recognized as inherent in construction activities of the sect expects to take action, (3)reject the Claim in whole or in character provided for in the Contract Documents,then notice part, stating reasons for rejection, (4) recommend approval of by the observing party shall be given to the other party the.Claim by the other party or(5)suggest a compromise. The promptly before conditions are disturbed and in no event later Architect may also,but is not obligated to, notify the surety, if than 21 days after first observance of the conditions.The Archi- any, of the nature and amount of the Claim. tect will promptly investigate such conditions and,if they differ 4.4.2 If a Claim has been resolved,the Architect will prepare or materially and cause an increase or decrease in the Contractor's obtain appropriate documentation. cost of, or time required for, performance of any part of the Work,will recommend an equitable adjustment in the Contract 4.4.3 if a Claim has not been resolved, the party making the Sum or Contract Time,or both.If the Architect determines that Claim shall, within ten days after the Architect's preliminan• the conditions at the site are not materially different from those response,cake one or more of the following actions:(1)submit indicated in the Contract Documents and that no change in the additional supporting data requested by the Architect, (2) terms of the Contract is justified,the Architect shall so notify modify the initial Claim or(3)notify the Architect that the initial the Owner and Contractor in writing, stating the reasons. Claim stands. , Claims by either party in opposition to such determination must be made within 21 days after the Architect has given 4.4.4 If a Claim has not been resolved after consideration of the notice of the decision. If the Owner and Contractor cannot foregoing and of further evidence presented by the parties or agree on an adjustment in the Contract Sum or Contract Time, requested by the Architect,the Architect will notify the parties the adjustment shall be referred to the Architect for initial deter- in writing that the Architect's decision will be made within mination,subject to further proceedings pursuant to Paragraph seven days, which decision shall be final and binding on the 4.4. panics but subject to arbitration. Upon expiration of such time 4.3.7 Claims for Additional Cost. If the Contractor wishes to period, the Architect will render to the parties the Architect's make Claim for an increase in the Contract Sum,written notice written decision relative to the Claim,including any change in as provided herein shall be given before proceeding to execute the Contract Sum or Contract Time or both. If there is a surety the Work. Prior notice is not required for Claims relating to an and there appears to be a possibility of a Contractor's default, emergency endangering life or properly arising under Para- the Architect may,but is not obligated to,notify the surety and 's assistance in resolving the controvers request the Buret y. graph 10.3. If the Contractor believes additional cost is g y involved for reasons including but not limited to(1)a written S ARBITRATION interpretation from the Architect,(2)an order by the Owner to stop the Work where the Contractor was not at fault,(3)a writ- 4.5.1 Controversies and Claims Subject to Arbitration. Any ten order for a minor change in the Work issued by the Archi- controversy or Claim arising out of or related to the Contract,. tect,(4)failure of payment by the Owner,(5)termination of the or the breach thereof, shall be settled by arbitration in accor- Contract by the Owner, (6) Owner's suspension or (7) other dance with the Construction Industry Arbitration Rules of the reasonable grounds,Claim shall be filed in accordance with the American Arbitration Association, and judgment upon the , procedure established herein. award rendered by the arbitrator or arbitrators may be entered 4.3.8 Claims for Additional Time in any court having jurisdiction thereof, except controversies or Claims relating to aesthetic effect and except those waived as 4.3.8.1 If the Contractor wishes to make Claim for an increase provided for in Subparagraph 4.3.5. Such controversies or , in the Contract Time,written notice as provided herein shall be Claims upon which the Architect has given notice and rendered given.The Contractor's Claim shall include an estimate of cost a decision as provided in Subparagraph 4.4.4 shall be subject to and of probable effect of delay on progress of the Work.In the arbitration upon written demand of either party. Arbitration case of a continuing delay only one Claim is necessary. may be commenced when 45 days have passed after a Claim 4.3.8.2 If adverse weather conditions are the basis for a Claim has been referred to the Architect as provided in Paragraph 4.3 for additional time, such Claim shall be documented by data and no decision has been rendered. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 12 A201.1987 AIAe •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2(K)(k WARNING:Unlicensed photocopying violates U.S.copyright laws and Is subject to legal prosecution. ' 4.5.2 Rules and Notices for Arbitration. Claims between the 4.5.6 Claims and Timely Assertion of Claims. A party who Owner and Contractor not resolved under Paragraph 4.4 shall, files a notice of demand for arbitration must assert in the if subject to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known to that party on which arbitra- by arbitration in accordance with the Construction Industry tion is permitted to be demanded.When a party fails to include 1 Arbitration Rules of the American Arbitration Association cur- a Claim through oversight, inadvertence or excusable neglect, rently in effect, unless the parties mutually agree otherwise. or when a Claim has matured or been acquired subsequently, Notice of demand for arbitration shall be filed in writing with the arbitrator or arbitrators may permit amendment. ' the other party to the Agreement between the Owner and Con- 4.5.7 Judgment on Final Award.The award rendered by the tractor and with the American Arbitration Association, and a copy shall be filed with the Architect. arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court 4.5.3 Contract Performance During Arbitration.During arbi- having jurisdiction thereof tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. ARTICLE 5 4.5.4 When Arblhatfon May Be Demanded.Demand for arbi- tration of any Claim may not be made until the earlier of(1)the SUBCONTRACTORS date on which the Architect has rendered a final written deci- 5.1 DEFINITIONS sion on the Claim,(2)the tenth day after the parties have pre- sented evidence to the Architect or have been given reasonable 5.1.1 A Subcontractor is a person or entity who has a direct opportunity to do so, if the Architect has not rendered a final contract with the Contractor to perform a portion of the Work written decision by that date, or (3) any of the five events at the site.The term "Subcontractor"is referred to throughout described in Subparagraph 4.3.2. the Contract Documents as if singular in number and means a 4.5.4.1 When a written decision of the Architect states that(1) Subcontractor or an authorized representative of the Subcon- 1 the decision is final but subject to arbitration and(2)a demand tractor. The term "Subcontractor"does not include a separate for arbitration of a Claim covered by such decision must be contractor or subcontractors of a separate contractor. made within 30 days after the date on which the party making 5.1.2 A Sub-subcontractor is a person or entity who has a the demand receives the final written decision, then failure to direct or indirect contract with a Subcontractor to perform a demand arbitration within said 30 days' period shall result in portion of the Work at the site.The term"Sub-subcontractor" the Architect's decision becoming final and binding upon the is referred to throughout the Contract Documents as if singular Owner and Contractor.If the Architect renders a decision after in number and means a Sub-subcontractor or an authorized arbitration proceedings have been initiated,such decision may representative of the Sub-subcontractor. be entered as evidence,but shall not supersede arbitration pro- ceedings unless the decision is acceptable to all parties 5.2 AWARD OF SUBCONTRACTS AND OTHER concerned. CONTRACTS FOR PORTIONS OF THE WORK 4.5.4.2 A demand for arbitration shall be made within the time 5.2.1 Unless otherwise stated in the Contract Documents or limits specified in Subparagraphs 4.5.1 and 4.5.4 and Clause the bidding requirements, the Contractor, as soon as prac- 4.5.4.1 as applicable, and in other cases within a reasonable ticable after award of the Contract, shall furnish in writing to time after the Claim has arisen,and in no event shall it be made the Owner through the Architect the names of persons or enti- after the date when institution of legal or equitable proceedings ties(including those who are to furnish materials or equipment based on such Claim would be bared by the applicable statute fabricated to a special design)proposed for each principal por- of limitations as determined pursuant to Paragraph ]3.7. riot of the Work.The Architect will promptly reply to the Con- tractor in writing stating whether or not the Owner or the 4.5.5 Limitation on Consolidation or Joinder. No arbitration Architect, after due investigation, has reasonable objection to arising out of or relating to the Contract Documents shall any such proposed person or entity. Failure of the Owner or include, by consolidation or joinder or in any other manner, Architect to reply promptly shall constitute notice of no reason- the Architect,the Architect's employees or consultants,except able objection. by written consent containing specific reference to the Agree- 5.2.2 The Contractor shall not contract with a proposed per- ment and signed by the Architect,Owner,Contractor and any son or entity to whom the Owner or Architect has made rea- other person or entity sought to be joined.No arbitration shall sonable and timely objection. The Contractor shall not be include, by consolidation or joinder or in any other manner, required to contract with anyone to whom the Contractor has parties other than the Owner, Contractor, a separate contrac- made reasonable objection. for as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence 5.2.3 If the Owner or Architect has reasonable objection to a is required if complete relief is to be accorded in arbitration.No person or entity proposed by the Contractor, the Contractor person or entity other than the Owner,Contractor or a separate shall propose another to whom the Owner or Architect has no contractor as described in Article 6.shall be included as an orig- reasonable objection. The Contract Sum shall be increased or inal third party or additional third party to an arbitration whose decreased by the difference in cost occasioned by such change interest or responsibility is insubstantial.Consent to arbitration and an appropriate Change Order shall be issued.However,no ' involving an additional person or entity shall not constitute increase in the Contract Sum shall be allowed for such change consent to arbitration of a dispute not described therein or with unless the Contractor has acted promptly and responsively in a person or entity not named or described therein. The fore- submitting names as required. going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties 5.2.4 The Contractor shall not change a Subcontractor,person to the Agreement shall be specifically enforceable under appli- or entity previously selected if the Owner or Architect makes cable law in any court having jurisdiction thereof reasonable objection to such change. 1 AIA DOCUMENT A201•GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA° •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 13 WARNING:unlicensed pfwt000iWing violates U.S.copyright leas and is suI*c1t to legal prosecution. 5.3 SUBCONTRACTUAL RELATIONS 6.1.3 The Owner shall provide for coordination of the activi- ' 5.3.1 BY appropriate agreement,written where here legally required ties of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with for validity,the Contractor shall require each Subcontractor,to them The Contractor shall participate with other separate con- the extent of the Work to be performed by the Subcontractor, tractors and the Owner in reviewing their construction sched- to be bound to'ihe Contractor by terms of the Contract Docu- ales when directed to do so. The Contractor shall make any menu,and to assume toward the Contractor all the obligations revisions to the construction schedule and Contract Sum and responsibilities which the Contractor, by these Docu- deemed necessary after a joint review and mutual agreement. merits,assumes toward the Owner and Architect.Each subcon- The construction schedules shall then constitute the schedules tract agreement shall preserve and protect the rights of the to be used by the Contractor, separate contractors and the Owner and Architect under the Contract Documents with Owner until subsequently revised. respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and 6.1.4 Unless otherwise provided in the Contract Documents, shall allow to the Subcontractor, unless specifically provided when the Owner performs construction or operations related otherwise in the subcontract agreement, the benefit of all to the Project with the Owner's own forces,the Owner shall be rights, remedies and redress against the Contractor that the deemed to be subject to the same obligations and to have the Contractor, by the Contract Documents, has against the same rights which apply to the Contractor under the Condi- Owner. Where appropriate, the Contractor shall require each tions of the Contract, including, without excluding others, Subcontractor to enter into similar agreements with Sub-sub ; this Article 6 and Articles 10, 11 Su those stated in Article .. Contractor shall make available to each pro contractors. The C and 12. posed Subcontractor,prior to the execution of the subcontract agreement, copies of the Contract Documents to which the 6.2 MUTUAL RESPONSIBILITY ' Subcontractor will be bound,and,upon written request of the Subcontractor, identify to the Subcontractor terms and condi- 6.2.1 The Contractor shall afford the O�nee and separate con tions of the proposed subcontract agreement which may be at tractors reasonable opportunity for introduction and storage of variance with the Contract Documents. Subcontractors shall their materials and equipment and performance of their activi- Similarh•make copies of applicable portions of such documents ties and shall connect and coordinate the Contractor's con- available to their respective proposed Sub-subcontractors. struction and operations with theirs as required by the Contract Documents. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Work is 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the assigned by the Contractor to the Owner provided that: is effective only after termination of the Owner or a separate contractor, the Contractor shall, prior to .1 assignmentthe Owner for cause pursuant to Para- Proceeding with that portion of the Work,promptly report to Contract subcontract.agreement the Architect apparent discrepancies or defects in such other graph 14.2 and only for those s which the Owner accepts a notifying the eementSubcon- construction that would render it unsuitable for such proper tractor in writing; and execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or sepa- .2 assignment is subject to the prior rights of the surety, rate contractors'completed or partially completed construction if any,obligated under bond relating to the Contract. is fit and proper to receive the Contractor's Work,except as to suspended for more than 30 days, defects not then reasonably discoverable. .4.2 if the Work has been su Y 5 � the Subcontractor's compensation shall be equitably adjusted. 6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the part responsi- ble therefor. 6.2.4 The Contractor shall promptly remedy damage wrong- CONSTRUCTION BY OWNER fully caused by the Contractor to completed or partially com- OR BY SEPARATE CONTRACTORS pleted construction or to property of the Owner or separate 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION contractors as provided in Subparagraph 10.2.5. AND TO AWARD SEPARATE CONTRACTS 6.2.5 Claims and other disputes and matters in question 6.1.1 The Owner reserves the right to perform construction or between the Contractor and a separate contractor shall be sub- operations related to the Project with the Owner's own forces, ject. to the provisions of Paragraph 4.3 provided the separate and to award separate contracts in connection with other por- contractor has reciprocal obligations. tions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially 6.2.6 The Owner and each separate contractor shall have the similar to these including those portions related to insurance same responsibilities for cutting and patching as are described and waiver of subrogation. if the Contractor claims that delay for the Contractor in'Paragraph 3.14. or additional cost is involved because of such action by the 6.3 OWNER'S RIGHT TO CLEAN UP Owner,the Contractor shall make such Claim as provided else , where in the Contract Documents. 6.3.1 If a dispute arises among the Contractor, separate con- 6.1.2 When separate contracts are awarded for different por- tractors and the Owner as to the responsibility under their tions of the Project or other construction or operations on the respective contracts for maintaining the premises and surround- site,the term"Contractor"in the Contract Documents in each ing area free from waste materials and rubbish as described in case shall mean the Contractor who executes each separate Paragraph 3.15, the Owner may clean up and allocate the cost Owner-Contractor Agreement. among those responsible as the Architect determines to be just. AtA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 14 A201.1987 AIA6 •©1987 THE AMERiCAN INSTITUTE OF ARCHITECTS,1735 NEW PORK AVENUE,N.%X'..WASHINGTON.D.C.2(KR)O WARNING:UnlioensW Photocopying violates U.S.copyright laws and is subject to legal Prosecution. ARTICLE 7 .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percent- CHANGES IN THE WORK age fee; or A as provided in Subparagraph 7.3.6. 7.1 CHANGES 7.3.4 Upon receipt of a Construction Change Directive, the 7.1.1 Changes in the Work may be accomplished after execu- Contractor shall promptly proceed with the change in the tion of the Contract,and without invalidating the Contract,by Work involved and advise the Architect of the Contractor's Change Order, Construction Change Directive or order for a agreement or disagreement with the method, if any,provided minor change in the Work,subject to the limitations stated in in the Construction Change Directive for determining the pro- this Article 7 and elsewhere in the Contract Documents. posed adjustment in the Contract Sum or Contract Time. 7.1.2 A Change Order shall be based upon agreement among 7.3.5 A Construction Change Directive signed by the Contrac- the Owner, Contractor and Architect; a Construction Change for indicates the agreement of the Contractor therewith,includ- Directive requires agreement by the Owner and Architect and ing adjustment in Contract Sum and Contract Time or the may or may not be agreed to by the Contractor;an order for a method for determining them. Such agreement shall be effec minor change in the Work may be issued by the Architect tive immediately and shall be recorded as a Change Order. alone. 7.3.6 If the Contractor does not respond promptly or disagrees 7.1.3 Changes in the Work shall be performed under appli- with the method for adjustment in the Contract Sum, the cable provisions of the Contract Documents, and the Contrac- method and the adjustment shall be determined by the Archi- for shall proceed promptly, unless otherwise provided in the tect on the basis of reasonable expenditures and sayings of Change Order, Construction Change Directive or order for a those performing the Work attributable to the change. includ- minor change in the Work. ing, in case of an increase in the Contract Sum. a reasonable 7.1.4 If unit prices are stated in the Contract Documents or allowance for overhead and profit. In such case,and also under ' subsequently agreed upon, and if quantities originally con- Clause 7.3.3.3, the Contractor shall keep and present. in such templated are so changed in a proposed Change Order or Con- form as the Architect may prescribe, an itemized accounting struction Change Directive that application of such unit prices together with appropriate supporting data. finless otherwise to quantities of Work proposed will cause substantial inequitn provided in the Contract Documents,costs for the purposes of to the Owner or Contractor, the applicable unit prices shall be this Subparagraph 7.3.6 shall be limited to the following: equitably adjusted. .1 costs of labor. including social security, old age and 7.2 CHANGE ORDERS unemployment insurance,fringe benefits required by agreement or custom, and workers' or w-orkmen's 7.2.1 A Change Order is a written instrument prepared by the compensation insurance; Architect and signed by the Owner, Contractor and Architect, .2 costs of materials, supplies and equipment. includ- stating their agreement upon all of the following: ing cost of transportation, whether incorporated or .1 a change in the Work; consumed; .2 the amount of the adjustment in the Contract Sum, if .3 rental costs of machinery and equipment,exclusive of any;and hand tools, whether rented from the Contractor or .3 the extent of the adjustment in the Contract Time, if others; any. .4 costs of premiums for all bonds and insurance,permit 7.2.2 Methods used in determining adjustments to the Contract fees, and sales, use or similar taxes related to the Work; and Sum may include those listed in Subparagraph 7.3.3. .5 additional costs of supervision and field office person- 7.3 CONSTRUCTION CHANGE DIRECTIVES nel directly attributable to the change. 7.3.1 A Construction Change Directive is a written order.pre- 7.3.7 Pending final determination of cost to the Owner, 1 pared by the Architect and signed by the Owner and Architect, amounts not in dispute may be included in Applications for directing a change in the Work and stating a proposed basis for Payment. The amount of credit to be allowed by the Contrac- adjustment, if any, in the Contract Sum or Contract Time, or for to the Owner for a deletion or change which results in a net both. The Owner may by Construction Change Directive, decrease in the Contract Sum shall be actual net cost as con- without invalidating the Contract, order changes in the Work firmed by the Architect. When both additions and credits within the general scope of the Contract consisting of addi- covering related Work or substitutions are involved in a tions,deletions or other revisions,the Contract Sum and Con- change, the allowance for overhead and profit shall be figured tract Time being adjusted accordingly. on the basis of net increase,if any,with respect to that change. 7.3.2 A Construction Change Directive shall be used in the 7,3.8 If the Owner and Contractor do not agree with the absence of total agreement on the terms of a Change Order. adjustment in Contract Time or the method for determining it, 7.3.3 if the Construction Change Directive provides for an the adjustment or the method shall be referred to the Architect 1 adjustment to the Contract"Sum,the adjustment shall be based for determination. on one of the following methods: 7.3.9 When the Owner and Contractor agree with the deter- .1 mutual acceptance of a lump sum properly itemized mination made by the Architect concerning the adjustments insupportedffi 1 and supported by sufficient substantiating data to per- the Contract Sum and Contract Time,or otherwise reach agree- mit evaluation; ment upon the adjustments,such agreement shall be effective .2 unit prices stated in the Contract Documents or sub- immediately and shall be recorded by preparation and execu- sequently agreed upon; tion of an appropriate Change Order. ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA6 •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.2WW A201-1987 15 WARNING:Unkenwd Wwt= YM9 violates U.S.copyright laws and Is subject to legal prosecution. 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 t 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or PAYMENTS AND COMPLETION extension of the Contract Time and not inconsistent with the 9.1 CONTRACT SUM , intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner 9.1.1 The.Contract Sum is stated in the Agreement and,includ- and Contractor. The Contractor shall carry out such written mg authorized adjustments,is the total amount payable by the orders promptly. Owner to the Contractor for performance of the Work under the Contract Documents. , ARTICLE 8 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Contractor PP Y TIME shall submit to the Architect a schedule of values allocated to various portions of the Work,prepared in such form and sup- 8.1 DEFINITIONS ported by such data to substantiate its accuracy as the Architect 8.1.1 Unless otherwise provided, Contract Time is the period may require.This schedule,unless objected to by the Architect, . of time,including authorized adjustments,allotted in the Con- shall be used as a basis for reviewing the Contractor's Applica- tract Documents for Substantial Completion of the Work. tions for Payment. 8.1.2 The date of commencement of the Work is the date 9.3 APPLICATIONS FOR PAYMENT established in the Agreement.The date shall not be postponed 9.3.1 At least ten days before the date established for each by the failure to act of the Contractor or of persons or entities progress payment, the Contractor shall submit to the Architect for whom the Contractor is responsible. an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application 8.1.3 The date of Substantial Completion is the date certified shall be notarized, if required, and supported by such data by the Architect in accordance with Paragraph 9.8. substantiating the Contractor's right to payment as the Owner 8.1.4 The term"day"as used in the Contract Documents shall or Architect may require, such as copies of requisitions from mean calendar day unless otherwise specifically defined. Subcontractors and material suppliers, and reflecting retainage 8.2 PROGRESS AND COMPLETION if provided for elsewhere in the Contract Documents. 8.2.1 Time limits stated in the Contract Documents are of the 9.3.1.1 Such applications may include requests for payment on essence of the Contract. By executing the Agreement the Con account of changes in the Work which have been properly tractor confirms that the Contract Tine is a reasonable period authorized included in Change Orders. by Construction Change Directives but not yet , for performing the Work. C 8.2.2 The Contractor shall not knowingly, except by agree- 9.3.1.2 Such applications may not include requests for pay- ment or instruction of the Owner in writing,prematurely com- ment of amounts the Contractor does not intend to pay to a menace operations on the site or elsewhere prior to the effective Subcontractor or material supplier because of a dispute or other date of insurance required by Article I I to be furnished by the reason. Contractor. The date of commencement of the Work shall not 9.3.2 Unless otherwise provided in the Contract Documents, be changed by the effective date of such insurance. Unless the payments shall be made on account of materials and equipment date of commencement is established by a notice to proceed delivered and suitably stored at the site for subsequent incor- given by the Owner, the Contractor shall notify the Owner in poration in the Work. If approved in advance by the Owner, writing not less than five days or other agreed period before payment may similarly be made for materials and equipment commencing the Work to permit the timely filing of mortgages, suitably stored off the site at a location agreed upon in writing. mechanic's liens and other security interests. Payment for materials and equipment stored on or off the site 8.2.3 The Contractor shall proceed expeditiously with ade- shall be conditioned upon compliance by the Contractor with quate forces and shall achieve Substantial Completion within procedures satisfactory to the Owner to establish the Owner's the Contract Time. title to such materials and equipment or otherwise protect the , Owner's interest, and shall include applicable insurance, 8.3 DELAYS AND EXTENSIONS OF TIME storage and transportation to the site for such materials and 8.3.1 if the Contractor is delayed at any time in progress of the equipment stored off the-site. Work by an act or neglect of the Owner or Architect,or Of an 9.3.3 The Contractor warrants that title'to all Work covered by . employee of either, or of a separate contractor employed by an Application for Payment will pass to the Owner no later than the Owner, or by changes ordered in the Work, or by labor the time of payment. The Contractor further warrants that- disputes,fire,unusual delay in deliveries,unavoidable casualties upon submittal of an Application for Payment all Work for or other causes beyond the Contractor's control, or by delay which Certificates for Payment have been previously issued authorized by the Owner pending arbitration, or by other and payments received from the Owner shall,to the best of the causes which the Architect determines may justify delay, then Contractor's knowledge, information and belief, be free and the Contract Time shall be extended by Change Order for such clear of liens, claims, security interests or encumbrances in reasonable time as the Architect may determine. favor of the Contractor, Subcontractors, material suppliers, or , 8.3.2 Claims relating to time shall be made in accordance with other persons or entities making a claim by reason of having applicable provisions of Paragraph 4. . provided labor, materials and equipment relating to the Work. 8.3.3 This Paragraph 8.3 does not preclude recovery of dam- 9.4 CERTIFICATES FOR PAYMENT ' ages for delay by either party under other provisions of the 9.4.1 The Architect will,within seven days after receipt of the Contract Documents. Contractor's Application for Payment, either issue to the AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 16 A201.1987 AIAC •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.20(Y)O WARNING:Unlicensed photocopying violates U.S.copyright laws and Is subject to legal prosecution. ' Owner a Certificate for Payment,with a copy to the Contrac- 9.5.2 When the above reasons for withholding certification are tor, for such amount as the Architect determines is properly removed, certification will be made for amounts previously due, or notify the Contractor and Owner in writing of the withheld. Architect's reasons for withholding certification in whole or in 9.6 PROGRESS PAYMENTS part as provided in Subparagraph 9.5.1. 9.6.1 Aber the Architect has issued a Certificate for Payment, 9.4.2 The issuance of a Certificate for Payment will constitute a the Owner shall make payment in the manner and within the representation by the Architect to the Owner, based on the time provided in the Contract Documents,and shall so notify Architect's observations at the site and the data comprising the the Architect. Application for Payment, that the Work has progressed to the 9.6.2 The Contractor shall promptly pay each Subcontractor, point indicated and that, to the best of the Architect's knowl- upon receipt of payment from the Owner,out of the amount edge, information and belief, quality of the Work is in actor- paid to the Contractor on account of such Subcontractor's por- dance with the Contract Documents.The foregoing representa- tion of the Work, the amount to which said Subcontractor is tions are subject to an evaluation of the Work for conformance entitled,reflecting percentages actually retained from payments with the Contract Documents upon Substantial Completion,to to the Contractor on account of such Subcontractor's portion 1 results of subsequent tests and inspections,to minor deviations of the Work. The Contractor shall, by appropriate agreement from the Contract Documents correctable prior to completion with each Subcontractor, require each Subcontractor to make and to specific qualifications expressed by the Architect. The payments to Sub-subcontractors in similar manner. issuance Of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the 9.6.3 The Architect will, on request, furnish to a Subcontrac amount certified.However,the issuance of a Certificate for Pay- tor, if practicable, information regarding percentages of com- ment will not be a representation that the Architect has (1) pletion or amounts applied for by the Contractor and action made exhaustive or continuous on-site inspections to check the taken thereon by the Architect and Owner on account of por- t quality or quantity of the Work, (2) reviewed construction tions of the Work done by such Subcontractor. means, methods, techniques, sequences or procedures, (3) 9.6.4 Neither the Owner nor Architect shall have an obligation reviewed copies of requisitions received from Subcontractors to pay or to see to the payment of money to a Subcontractor and material suppliers and other data requested by the Owner except as may othem-ise be required by law. to substantiate the Contractor's right to payment or(4) made examination to ascertain how or for what purpose the Contrac- 9.6.5 Payment to material suppliers shall be treated in a manner for has used money previously paid on account of the Contract similar to that provided in Subparagraphs 9.6.2,9.6.3 and 9.6.4. Sum. 9.6.6 A Certificate for Payment,a progress payment,or partial ' 9.5 DECISIONS TO WITHHOLD CERTIFICATION or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the 9.5.1 The Architect In2y decide not to certify payment and Contract Documents. may withhold a Certificate for Payment in whole or in part,to 9.7 _.FAILURE OF PAYMENT the extent reasonably necessary to protect the Owner,if in the Architect's opinion the representations to the Owner required 9.7.1 If the Architect does not issue a Certificate for Payment, by Subpazagraph 9.4.2 cannot be made. if the Architect is through no fault of the Contractor, within seven days after receipt of the.Contractor's Application for Payment, or if the unable to certify payment in the amount of the Application,the Architect will notif}•the Contractor and Owner as provided in Owner does not pay the Contractor within seven days after the Subparagraph 9.4.1. if the Contractor and Architect cannot date established in the Contract Documents the amount cer- agree on a revised amount,the Architect will promptly issue a tified by the Architect or awarded by arbitration,then the Con- Certificate for Payment for the amount for which the Architect tractor may,upon seven additional d2vs' written notice to the Owner and Architect. stop the Work until payment is able to make such representations to the Owner.The Archi- the tect may also decide not to certify payment or, because of amount owing has been received.The Contract Time shall be extended appropriatel} and the Contract Sum shall be subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a Certificate for Payment increased by the amount of the Contractor s reasonable costs of previously issued, to such extent as may be necessary in the shut-down,delay and start-up,which shall be accomplished as Architect's opinion to protect the Owner from loss because of: provided in Article 7. 9.8 SUBSTANTIAL COMPLETION ' .1 defective Work not remedied; 9.8.1 Substantial Completion is the stage in the progress of the .2 third.party claims filed or reasonable evidence indicat- Work when the Work or designated portion thereof is suffi- ing probable filing of such claims; ciently complete in accordance with the Contract Documents .3 failure of the Contractor to make payments prop- so the Owner can occupy or utilize the Work for its intended ' erly to Subcontractors or for labor, materials or use. equipment; 9.6.2 When the Contractor considers that the Work,or a por- A reasonable evidence that the Work cannot be com- tion thereof which the Owner agrees to accept separately, is pleted for the unpaid balance of the Contract Sum; substantially complete,the Contractor shall prepare and submit .5 damage to the Owner or another contractor; to the Architect a comprehensive list of items to be completed .6 reasonable evidence that the Work will not be com- or corrected. The Contractor shall proceed promptly to com- pleted within the Contract Time,and that the unpaid plew and correct items on the list.Failure to include an item on balance would not be adequate to cover actual or such list does not alter the-responsibility of the Contractor to ' liquidated damages for the anticipated delay; or complete all Work in accordance with the Contract Docu- .7 persistent failure to carry out the Work in accordance ments. Upon receipt of the Contractor's list, the Architect will with the Contract Documents. make an inspection to determine whether the Work or desig- AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA* •9)1981 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.20006 A201-1987 17 wARum-Hmin esed awtoee onvino vlcletes U.S.caovrlaht laws and Is subject to 10981 prosecution. hated portion thereof is substantially complete. If the such inspection and,when the Architect finds the Work accept- Architect's inspection discloses any.item, whether or not able under the Contract Documents and the Contract fully per- ' Architect will promptly issue a final Certificate for included on the Contractor's list, which is not in accordance formed, the p p y with the requirements of the Contract Documents,the Contrac- Payment stating that to the best of the Architect's knowledge, tot shall,before issuance of the Certificate of Substantial Com- information and belief, and on the basis of the Architect's pletion,complete or correct such item upon notification by the observations and inspections,the Work has been completed in Architect. The Contractor shall then submit a request for accordance with terms and conditions of the Contract Docu- another inspection by the Architect to determine Substantial ments and that the entire balance found to be due the Contrac- Completion. When the Work or designated portion thereof is for and noted in said final Certificate is due and payable. The ' substantially complete, the Architect will prepare a Certificate Architect's final Certificate for Payment will constitute a further of Substantial Completion which shall establish the date of Sub- representation that conditions listed in Subparagraph 9.10.2 as stantial Completion, shall establish responsibilities of the precedent to the Contractor's being entitled to final payment Owner and Contractor for security,maintenance,heat,utilities, have been fulfilled. damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list 9,10.2 Neither final payment nor any remaining retained accompanying the Certificate.Warranties required by the Con- percentage shall become due until the Contractor submits to tract Documents shall commence on the date of Substantial the Architect(I)an affidavit that payrolls,bills for materials and Completion of the Work or designated portion thereof unless equipment, and other indebtedness connected with the Work otherwise provided in the Certificate of Substantial Comple- for which the Owner or the Owner's property might be tion. The Certificate of Substantial Completion shall be sub- responsible or encumbered(less amounts withheld by Owner) mitted to the Owner and Contractor for their written accep- have been paid or otherwise satisfied, (2)a certificate evidenc- tance of responsibilities assigned to them in such Certificate. ing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will 9.8.3 Upon Substantial Completion of the Work or designated not be cancelled or allowed to expire until at least 30 days' , portion thereof and upon application by the Contractor and prior written notice has been given to the Owner,(3)a written certification by the Architect, the Owner shall make payment, statement that the Contractor knows of no substantial reason reflecting adjustment in retainage,if any,for such Work or por- that the insurance will not be renewable to cover the period tion thereof as provided in the Contract Documents. required by the Contract Documents, (4)consent of surety. if 9.9 PARTIAL OCCUPANCY OR USE any, to final payment and(5). if required by the Owner, other data establishing payment or satisfaction of obligations,such as 9.9.1 The Owner may occupy or use any completed or par- receipts, releases and waivers of liens,claims,securit" interests tially completed portion of the Work at any stage when such or encumbrances arising out of the Contract, to the extent and portion is designated by separate agreement with the Contrac in such form as may be designated by the Owner. If a Subcon , tor, provided such occupancy or use is consented to by the tractor refuses to furnish a release or waiver required by the insurer as required under Subparagraph 11.3.11 and authorized Owner, the Contractor may furnish a bond satisfactory to the by public authorities having jurisdiction over the Work. Such Owner to indemnify the O�-ner against such lien. If such lien partial occupancy or use may commence whether or not the remains unsatisfied after pad ments are made, the Contractor portion is substantially complete, provided the Owner and shall refund to the Owner all money that the Owner ma\ be _ Contractor have accepted in writing the responsibilities compelled to pay in discharging such lien, including all costs assigned to each of them for payments, retainage if any, secu- and reasonable attorneys' fees. rity,maintenance,hear,utilities,damage to the Work and insur- ance,and have agreed in writing concerning the period for cor- 9.10.3 If,after Substantial Completion of the Work,final com- rection of the Work and commencement of warranties pletion thereof is materially delayed through no fault of the required by the Contract Documents. When the Contractor Contractor or by issuance of Change Orders affecting final considers a portion substantially complete,the Contractor shall completion, and the Architect so confirms, the Owner shall, prepare and submit a list to the Architect as provided under upon application by the Contractor and certification b\. the Subparagraph 9.8.2.Consent of the Contractor to partial occu- Architect,and without terminating the Contract,make payment panty or use shall not be unreasonably withheld. The stage of of the balance due for that portion of the Work fully completed the progress of the Work shall be determined by written agree- and accepted.If the remaining balance for Work not fully com- ment between the Owner and Contractor or,if no agreement is pleted or corrected is less than retainage Stipulated in the Con- reached,by decision of the Architect. tract Documents,and if bonds have been furnished,the written consent of surety to payment of the balance due for that por- , 9.9.2 Immediately prior to such partial occupancy or use, the tion of the Work fully completed and accepted shall be submit- Owner, Contractor and Architect shall jointly inspect the area led by the Contractor to the Architect prior to certification of to be occupied or portion of the Work to be used in order to such payment. Such payment shall be made under terms and determine and record the condition of the Work. conditions governing final payment, except that it shall not , constitute a waiver of claims.The making of final payment shall 9.9.3 Unless otherwise agreed upon, partial occupancy or use constitute a waiver of claims by the Owner as provided in Sub- of a portion or portions of the Work shall not constitute accep- paragraph 4.3.5. tance of Work not complying with the requirements of the Contract_Documents. 9.10.4 Acceptance of final payment by the Contractor. a Sub- contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in vriting 9.10.1 Upon receipt of written notice that the Work is read' and identified by that payee as unsettled at the time of final , for final inspection and acceptance and upon receipt of a final Application for Payment. Such waivers shall be in addition to Application for Payment. the Architect will promptly make the waiver described in Subparagraph 4.3.5. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION ' 18 A201.1987 AIAa •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE.N.W..WASHINGTON.D.C.2(X)(K6 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 1 ARTICLE 10 10.2.2 The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders PROTECTION OF PERSONS AND PROPERTY of public authorities bearing on safety of persons or property or 10.1 SAFETY PRECAUTIONS AND PROGRAMS their protection from damage, injury or loss. 10.1.1 The Contractor shall be responsible for initiating,main- 10.2.3 The Contractor shall erect and maintain,as required by existing conditions and performance of the Contract, reason- connection and supervising all safety precautions and programs in able safeguards for safety and protection, including posting connection with the performance of the Contract. danger signs and other warnings against hazards,promulgating 10.1.2 In the event the Contractor encounters on the site safety regulations and notifying owners and users of adjacent material reasonably believed to be asbestos or polychlorinated sites and utilities. biphenyl (PCB) which has not been rendered harmless, the 10.2.4 When use or storage of explosives or other hazardous 1 Contractor shall immediately stop Work in the area affected materials or equipment or unusual methods are necessary for and report the condition to the Owner and Architect in writing. execution of the.Work, the Contractor shall exercise utmost The Work in the affected area shall not thereafter be resumed care and carry on such activities under supervision of properly except by written agreement of the Owner and Contractor if in qualified personnel. fact the material is asbestos or polychlorinated biphenyl(PCB) and has not been rendered harmless.The Work in the affected 10.2.5 The Contractor shall promptly remedy damage and loss area shall be resumed in the absence of asbestos or polychlori (other than damage or loss insured under property insurance nated biphenN.1(PCB),or when it has been rendered harmless, required by the Contract Documents)to property referred to in 1 by written agreement of the Owner and Contractor, or in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the accordance with final determination by the Architect on which Contractor, a Subcontractor, a Sub-subcontractor, or anyone arbitration has not been demanded, or by arbitration under directh• or indirectly employed by any of them, or by anyone Article 4. for whose acts they may be liable and for which the Contractor ' is responsible under Clauses 10.2.1.2 and 10.2.1.3, except 10.1.3 The Contractor shall not be required pursuant to Article damage or loss attributable to acts or omissions of the Owner to perform-,ithout consent any Work relating to asbestos or or Architect or anyone directly or indirectly employed bN polychlorinated biphenyl (PCB). either of them,or by anyone for whose acts either of them ma\ be liable, and not attributable to the fault or negligence of the 10.1.4 To the fullest extent permitted by law,the Owner shall Contractor. The foregoing obligations of the Contractor are in indemnifA.and hold harmless the Contractor,Architect, Archi- addition to the Contractor's obligations under Paragraph 3.18. tect's consultants and agents and employees of any of them f 10.2.E The Contractor shall designate a responsible member of from and against claims,damages,losses and expenses,includ big but not limited to attorneys' fees,arising out of or resulting the Contractor's organization at the site whose duty shall be the from performance of the Work in the affected area if in fact the prevention of accidents. This person shall be the Contr2Clor's material is asbestos or polychlorinated biphenyl(PCB)and has superintendent unless otherwise designated by the Contractor 1 not been rendered harmless,provided that such claim,damage, in writing to the Owner and Architect. loss or expense is attributable to bodily injury,sickness,disease 10.2.7 The Contractor shall not load or permit any part of the or death, or to injury to or destruction of tangible property construction or site to be loaded so as to endanger its safety. (other than the Work itself) including loss of use resulting 10.3 EMERGENCIES therefrom,but only to the extent caused in whole or in part by negligent acts or omissions of the Owner, anyone directly or 10.3.1 in an emergence affecting safety of persons or property, indirectly employed by the Owner or anyone for whose acts the Contractor shall act,at the Contractor's discretion, to pre- the Owner may be liable, regardless of whether or not such vent threatened damage, injury or loss. Additional compensa- ' claim,.damage, loss or expense is caused in part by a party tion or extension of time claimed by the Contractor on account indemnified hereunder.Such obligation shall not be construed of an emergency shall be determined as provided in Paragraph to negate, abridge, or reduce other rights or obligations of 4.3 and Article 7. ' indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1.4. ARTICLE 11 10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AND BONDS ' 10.2.1 The Contractor shall take reasonable precautions for 11.1 CONTRACTOR'S LABILITY INSURANCE safety of, and shall provide reasonable protection to prevent damage, injury or loss to: 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in 1 .1 employees on the Work and other persons who may the jurisdiction in which the Project is located such insurance as be affected thereby; will protect the Contractor from claims set forth below which .2 the Work and materials and equipment to be incorpo- may arise out of or result from the Contractor's operations rated therein, whether in storage on or off the site, under the Contract and for which the Contractor may be legally ' under care, custody or control of the Contractor or liable, whether such operations be by the Contractor or by a the Contractor's Subcontractors or Sub-subcontrac- Subcontractor or by anyone directly or indirectly employed b% tors;and any of them,or by anyone for whose acts any of them may be .3 other property at the site or adjacent thereto,such as liable: trees, shrubs, lawns, walks, pavements, roadways, .1 claims under workers' or workmen's compensation. structures and utilities not designated for removal, relo- disability benefit and other similar employee benefit acts ration or replacement in the course of construction. which are.applicable to the Work to be performed; ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIAO •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE.N.W.,WASHINGTON.D.C.2tx)o6 A201-19$7 19 WARNING:UMlcataed photocopying violates U.S.copyright laws and is subject to legal prosecution. .2 claims for damages because of bodily injury,occupa- other than the Owner has an insurable interest in the property tional sickness or disease,or death of the Contractor's required by this Paragraph 11.3 to be covered, whichever is employees; earlier.This insurance shall include interests of the Owner,the .3 claims for damages because of bodily injury,sickness Contractor, Subcontractors and Sub-subcontractors in the or disease,or death of any person other than the Con- Work. tractor's employees; 11.3.1.1 Property insurance shall be on an all risk policy form .4 claims for damages insured by usual personal injury and shall insure against the perils of fire and extended coverage liability coverage which are sustained(1)by a person and physical loss or damage including,without duplication of as a result of an offense directly or indirectly related to coverage, theft, vandalism, malicious mischief, collapse, false- ' employment of such person by the Contractor,or(2) work, temporary buildings and debris removal including by another person; demolition occasioned by enforcement of any applicable legal .5 claims for damages, other than to the Work itself, requirements, and shall cover reasonable compensation for Architect's services and expenses required as a result of such because of injury to or destruction of tangible prop- ' because including loss of use resulting therefrom; insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. .6 claims for damages because of bodily injury,death of a person or property damage arising out of owner 11.3.1.2 If the Owner does not intend to purchase such prop ship, maintenance or use of a motor vehicle;and erty insurance required by the Contract and with all of the .7 claims involving contractual liability insurance appli- coverages in the amount described above,the Owner shall so cable to the Contractor's obligations under Paragraph inform the Contractor in writing prior to commencement of 3 18 the Work.The Contractor may then effect insurance which will ' protect the interests of the Contractor,Subcontractors and Sub- 11.1.2 The insurance required by Subparagraph 11.1.1 shall be subcontractors in the Work.and by appropriate Change Order written for not less than limits of liability specified in the Con- the cost thereof shall be charged to the Owner. If the Contrac- tract Documents or required b} law, whichever coverage is for is damaged by the failure or neglect of the Owner to pur greater. Coverages, whether written on an occurrence or chase or maintain insurance as described above, without so claims-made basis, shall be maintained without interruption notifying the Contractor.then the Owner shall bear all reason- from date of commencement of the Work until date of final able costs properly attributable thereto. payment and termination of any coverage required to be main- 11.3.1.3 If the property insurance requires minimum deducti- ' twined after final payment. bles and such deductibles are identified in the Contract Docu 11.1.3 Certificates of Insurance acceptable to the Owner shall ments, the Contractor shall pay costs not covered because of be filed with the Owner prior to commencement of the Work. such deductibles.If the Owner or insurer increases the required These Certificates and the insurance policies required by this minimum deductibles above the amounts so identified or if the Paragraph 1,1.1 shall contain a provision that coverages Owner elects to purchase this insurance with voluntary-deduc- afforded under the policies will not be cancelled or allowed to tible amounts, the Owner shall be responsible for payment of expire until at least 30 days'prior written notice has been given the additional costs not covered because of such increased or to the Owner. If any of the foregoing insurance coverages are voluntary deductibles. If deductibles are not identified in the ' required to remain in force after final payment and are reason- ably available,an additional certificate evidencing continuation because of deductibles. of such coverage shall be submitted with the final Application 11.3.1.4 Unless otherwise provided in the Contract Docu- , for Payment as required by Subparagraph 9.10.2. Information ments,this property insurance shall cover portions of the Work concerning reduction of coverage shall be furnished by the stored off the site after written approval of the Owner at the Contractor with reasonable promptness in accordance with the value established in the approval,and also portions of the Work Contractor's information and belief. in transit. ' 11.2 OWNER'S LIABILITY INSURANCE 11.3.2 Boiler and Machinery Insurance. The Owner shall 11.2.1 The Owner shall be responsible for purchasing and purchase and maintain boiler and machinery insurance maintaining the Owner's usual liability insurance. Optionally, required by the Contract Documents or by' law,which shall the Owner may purchase and maintain other insurance for self- specifically cover such insured objects during installation and protection against claims which may arise from operations until final acceptance b% the Owner;this insurance shall include under the Contract. The Contractor shall not be responsible interests of the Owner. Contractor, Subcontractors and Sub- for purchasing and maintaining this optional Owner's liability subcontractors in the,Work, and the Owner and Contractor insurance unless specifically required by the Contract shall be named insureds. , Documents. 11.3.3 Loss of Use Insurance. The Owner, at the Owner's p 11.3 1PROPERTY INSURANCE option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property ' 11.3.1 Unless otherwise provided, the Owner shall purchase due to fire or other hazards, however caused.. The Owner and maintain, in a company or companies lawfully authorized waives all rights of action against the Contractor for loss of use to do business in the jurisdiction in which the Project is of the Owner's property.including consequential losses due to located, property insurance in the amount of the initial Con- fire or other hazards however caused. tract Sum as well as subsequent modifications thereto for the , e Contractor requests in writing that insurance for entire Work at the site on a replacement cost basis without vol- 11.3.4 If the han those described herein or for other special haz untary deductibles. Such property insurance shall be main- risks other t twined, unless otherwise provided in the Contract Documents ards be included in the property insurance policy, the Owner or otherwise agreed in writing by all persons and entities who shall, if possible, include such insurance. and the cost thereof are beneficiaries of such insurance,until final payment has been shall be charged to the Contractor by appropriate Change made as provided in Paragraph 9.10 or until no person or entity Order. DOCUMENT CONDITIONS CONTRACT ON FOURTEENTH EDITION . C2000G 20 A201-1987 AIAs 98H MERICAN NSTITUTE OFAR ITCTS,173NE1ORKAVENUEO ,W ' WARNING:Unlicensed photocopying violates U.S.copyright taws and is su*ct to legal prosecution. ' 11.3.5 If during the Project construction period the Owner 11.3.10 The Owner as fiduciary shall have power to adjust and insures properties, real or personal or both, adjoining or adja- settle a loss with insurers unless one of the parties in interest cent to the site by property insurance under policies separate shall object in writing within five days after occurrence of loss ' from those insuring the Project,or if after final payment prop- to the Owner's exercise of this power; if such objection be erty insurance is to be provided on the completed Project made,arbitrators shall be chosen as provided in Paragraph 4.5. through a policy or policies other than those insuring the Proj- The Owner as fiduciary shall,in that case,make settlement with ect during the construction period, the Owner shall waive all insurers in accordance with directions of such arbitrators. If ' rights in accordance with the terms of Subparagraph 11.3.7 for distribution of insurance proceeds by arbitration is required, damages caused by fire or other perils covered by this separate the arbitrators will direct such distribution. property insurance. All separate policies shall provide this 11.3.11 Partial occupancy or use in accordance with Paragraph waiver of subrogation by endorsement or otherwise. 9.9 shall not commence until the insurance company or com- ' 11.3.6 Before an exposure to loss may occur,the Owner shall panies providing property insurance have consented to such file with the Contractor a copy of each policy that includes partial occupancy or use by endorsement or otherwise. The insurance coverages required by this Paragraph 11.3• Each Owner and the Contractor shall take reasonable steps to obtain policy shall contain all generally applicable conditions, defini- consent of the insurance compan}• or companies and shall, tions,exclusions and endorsements related to this Project.Each without mutual written consent,take no action with respect to policy shall contain a provision that the policy will not be partial occupancy or use that would cause cancellation,lapse or cancelled or allowed to expire until at least 30 days'prior writ- reduction of insurance. ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND ' 11.4.1 The Owner shall have the right to require the Contrac- 11.3.7 Waivers of Subrogation. The Owner and Contractor for to furnish bonds covering faithful performance of the Con- waive all rights against(1)each other and any of their subcon- tract and payment of obligations arising thereunder as stipu- tractors,sub-subcontractors,agents and employees,each of the rated in bidding requirements or specifically required in the other, and (2) the Architect, Architect's consultants, separate Contract Documents on the date of execution of the Contract. contractors described in Article 6,if any,and any of their sub- contractors, sub-subcontractors, agents and employees, for 11.4.2 Upon the request of any person or entity appearing to damages caused by fire or other perils to the extent covered by be a potential beneficiary of bonds covering payment of obliga- property insurance obtained pursuant to this Paragraph 11.3 or tions arising under the Contract,the Contractor shall promptly other property insurance applicable to the Work, except such furnish a copy of the bonds or shall permit a copy to be made. rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor,as appropriate, ' shall require of the Architect, Architect's consultants, separate ARTICLE 12 contractors described in Article 6, if any, and the subcontrac- tors,sub-subcontractors,agents and employees of any of them, UNCOVERING AND CORRECTION OF WORK ' by appropriate agreements, written where legally required for 12.1 UNCOVERING OF WORK validity, similar waivers each in favor of other parties enum- erated herein.The policies shall provide such waivers of subro- 12.1.1 If a portion of the Work is covered contrary to the gation by endorsement or otherwise.A waiver of subrogation Architect's request or to requirements specificalIN.expressed in shall be effective as to a'person or entity even though that per- the Contract Documents. it must, if required in writing by the son or entity would otherwise have a duty of indemnification, Architect, be uncovered for the Architect's observation and be contractual or otherwise, did not pay the insurance premium replaced at the Contractor's expense without change in the directly or indirectl%,and whether or not the person or entity Contract Time. had an insurable interest in the property damaged. 12.1.2 if a portion of the Work has been covered which the 11.3.8 A loss insured under Owner's property insurance shall Architect has not specifically requested to observe prior to its be adjusted by the Owner as fiduciary and made payable to the being covered,the Architect may request to see such Work and Owner as fiduciary for the insureds, as their interests may it shall be uncovered by the Contractor. If such Work is in ' appear, subject to requirements of any applicable mortgagee accordance with the Contract Documents, costs of uncover- clause and of Subparagraph 11.3.10. The Contractor shall pay ing and replacement shall, by appropriate Change Order, be Subcontractors their just shares of insurance proceeds received charged to the Owner.If such Work is not in accordance with by the Contractor, and by appropriate agreements, written :the Contract Documents. the Contractor shall pay such costs where legally required for validity,shall require Subcontractors unless the condition was caused by the Owner or a separate to make payments to their Sub-subcontractors in similar contractor in which event the Owner shall be responsible for manner. payment of such costs. ' 12.2 CORRECTION OF WORK 11.3.9 If required in writing by a parry in interest, the Owner 12.2.1 The Contractor shall promptly correct Work rejected as fiduciary shall, upon occurrence of an insured loss, give by the Architect or failing to conform to the requirements of bond for proper performance of the Owner's duties.The cost the Contract Documents, whether observed before or after of required bonds shall be charged against proceeds received as Substantial Completion and whether or not fabricated,installed ' fiduciary. The Owner shall deposit in a separate account pro- or completed. The Contractor shall bear costs of correcting ceeds so received, which the Owner shall distribute in actor- such rejected Work, including additional testing and inspec- dance with such agreement as the parties in interest may reach, tions and compensation for the Architect's services and or in accordance with an arbitration award in which case the expenses made necessary thereby. procedure shall be as provided in Paragraph 4.5. If after such loss no other special agreement is made, replacement of dam- 12.2.2 If,within one year after the date of Substantial Comple- aged property shall be covered by appropriate Change Order. tion of the Work or designated portion thereof,or after the date ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA° •©198'THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.20006 A201-1987 21 WARNING:Urditnaed photocopying violates tI.S.copyrW laws and is subject to legal prosecutlon. for commencement of warranties established under Sub- ARTICLE 13 , paragraph 9.9.1,or by terms of an applicable special warranty required by the Contract Documents,any of the Work is found MISCELLANEOUS PROVISIONS to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after 13.1 -GOVERNING LAW receipt of written notice from the Owner to do so unless the 13.1 A The Contract shall be governed by the law of the place Owner has previously given the Contractor a written accep- where the Project is located. tnce of such condition. This period of one year shall be , extended with respect to portions of Work first performed after 13.2 SUCCESSORS AND ASSIGNS Substantial Completion by the period of time between Substan- 13.2.1 The Owner and Contractor respectively bind them- tial Completion and the actual performance of the Work. This selves, their partners, successors, assigns and legal representa- obligation under this Subparagraph 12.2.2 shall survive accep- tives to the other party hereto and to partners, successors, ' tance of the Work under the Contract and termination of the assigns and legal representatives of such other party in respect Contract.The Owner shall give such notice promptly after dis- to covenants,agreements and obligations contained in the Con- eovery of the condition. tract Documents.Neither party to the Contract shall assign the Contract as a whole without written consent of the other. If 12.2.3 The Contractor shall remove from the site portions of either party attempts to make such an assignment without such the Work which are not in accordance with the requirements consent,that party shall nevertheless remain legally responsible of the Contract Documents and are neither corrected by the for all obligations under the Contract. Contractor nor accepted by the Owner. ' 13.3 WRITTEN NOTICE 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accor- 13.3.1 Written notice shall be deemed to have been duly dance with Paragraph 2.4. If the Contractor does not proceed served if delivered in person to the individual or a member of with correction of such nonconforming Work within a reason- the firm or entity or to an officer of the corporation for which it ' able time fixed by written notice from the Architect,the Owner was intended,or if delivered at or sent by registered or certified may remove it and store the salvable materials or equipment at mail to the last business address known to the party giving the Contractor's expense. If the Contractor does not pay costs notice. of such removal and storage within ten days after written notice. the Owner may upon ten additional days' written 13.4 RIGHTS AND REMEDIES notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof,after deducting 13.4:1 Duties and obligations imposed b�� the Contract Docu- menu and rights and remedies available thereunder shall be in costs and damages that should have been home by the Con- , tractor,including compensation for the Architect's services and addition to and not a limitation of duties,obligations,rights and expenses made necessary thereby. If such proceeds of sale do remedies otherwise imposed or available by law. not cover costs which the Contractor should have borne, the 13.4.2 No action or failure to act by the Owner, Architect or , Contract Sum shall be reduced by the deficiency. If payments Contractor shall constitute a waiver of a right or duty afforded then or thereafter due the Contractor are not sufficient to cover them under the Contract,nor shall such action or failure to act such amount, the Contractor shall pay the difference to the constitute approval of or acquiescence in a breach thereunder, Owner. except as may be specifically agreed in writing. 12.2.5 The Contractor shall bear the cost of correcting 13.5 TESTS AND INSPECTIONS ' destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors 13.5.1 Tests, inspections and approvals of portions of the caused by the Contractor's correction or removal of Work Work required by the Contract Documents or by laws, ordi- which is not in accordance with the requirements of the Con- nances,rules,regulations or orders of public authorities having tract Documents. . jurisdiction shall be made at an appropriate time. Unless other- 12.2.6 Nothing contained in this Paragraph 12.2 shall be con- wise provided, the Contractor shall make arrangements for strued to establish a period of limitation with respect to other such tests,inspections and approvals with an independent test- ' obligations which the Contractor might have under the Con- ing laboratory or entity acceptable to the Owner, or with the tract Documents. Establishment of the time period of one year appropriate public authority, and shall bear all related costs of as described in Subparagraph 1.2.2.2 relates only to the specific tests, inspections and approvals. The Contractor shall give the obligation of the Contractor to correct the Work, and has no Architect timely notice of when and where tests and inspec- relationship to the time within which the obligation to comply tions are to be made so the Architect may observe such proce- with the Contract Documents may be sought to be enforced, dures. The Owner shall bear costs of tests, inspections or nor to the time within which proceedings may be commenced approvals which are received or negotiations concluded. do not become requirements until after bids , to establish the Contractor's liability with respect to the Con tractor's obligations other than specifically to correct the Work. 13.5.2 If the Architect, Owner or public authorities having 12.3 ACCEPTANCE OF NONCONFORMING WORK jurisdiction determine that portions of the Work require addi- tional testing, inspection or app roval roval not included under Sub- 12.3.1 If the Owner prefers to accept Work which is not in paragraph 13.5.1,the Architect will,upon written authorization accordance with the requirements of the Contract Documents, from the Owner,instruct the Contractor to make arrangements the Owner may do so instead of requiring its removal and cor- for such additional testing.inspection or approval by an entity rection, in which case the Contract Sum will be reduced as acceptable to the Owner, and the Contractor shall give timely , appropriate and equitable. Such adjustment shall be effected notice to the Architect of when and where tests and inspections whether or not final payment has been made. are to be made so the Architect may observe such procedures. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION , 22 A201-1987 AIA° •©19R7 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE.NAP..VCASHINGTON.D.C.2(X)06 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. The Owner shall bear such costs except as provided in.Sub- ARTICLE 14 paragraph 13:5.3. TERMINATION OR SUSPENSION ' 13.5.3 If such procedures for testing, inspection or approval OF THE CONTRACT under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established 14.1 TERMINATION BY THE CONTRACTOR by the Contract Documents,the Contractor shall bear all costs 1 made necessary by such failure including those of repeated 14.1.1 The Contractor may terminate the Contract if the Work procedures and compensation for the Architect's services and is stopped for a period of 30 days through no act or fault of the expenses. Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons performing portions 13.5.4 Required certificates of testing, inspection or approval of the Work under contract with the Contractor,for any of the shall,unless otherwise required by the Contract Documents,be following reasons: secured by the Contractor and promptly delivered to the .1 issuance of an order of a court or other public author- Architect. ity having jurisdiction; ' 13.5.5 if the Architect is to observe tests, inspections or •2 an act of government,such as a declaration of national approvals required by the Contract Documents, the Architect emergency, making material unavailable; will do so promptly and,where practicable,at the normal place •3 because the Architect has not issued a Certificate for of testing. Payment and has not notified the Contractor of the reason for withholding certification as provided in 13.5.6 Tests or inspections conducted pursuant to the Con- Subparagraph 9.4.1, or because the Owner has not tract Documents shall be made promptly to avoid unreasonable made payment on a Certificate for Payment within delay in the Work, the time stated in the Contract Documents; .4 if repeated suspensions,delays or interruptions by the 13.6 INTEREST Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total num- 13.6.1 Pavments due and unpaid under the Contract Docu- ber of days scheduled for completion,or 120 days in ments shall bear interest from the date payment is due at such an), 365-day period, whichever is less; or rate as the parties max.agree upon in writing or,in the absence .5 the Owner has failed to furnish to the Contractor thereof,at the legal rate prevailing from time to time at the place promptly, upon the Contractor's request, reasonable where the Project is located. evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists, the Contractor may. 13.7 COMMENCEMENT OF STATUTORY upon seven additional days' written notice to the Owner and LIMITATION PERIOD Architect, terminate the Contract and recover from.the Owner ' 13.7.1 As between the Owner and Contractor: payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment .1 Before Substantial Completion.As to acts or failures and machinery, including reasonable overhead, profit and to act occurring prior to the relevant date of Substan- damages. ' tial Completion. any applicable statute of limitations 14.1.3 If the Work is stopped for a period of 60 days through shall commence to nun and any alleged cause of action no act or fault of the Contractor or a Subcontractor or their shall be deemed to have accrued in an},and all events agents or employees or an\.other persons performing portions not later than such date of Substantial Completion; of the Work under contract with the Contractor because the .2 Between Substantial Completion and Final Certiff Owner has persistently failed to fulfill the Owner's obligations Bate for Payment.As to acts or failures to act occur- under.the Contract Documents with respect to matters impor- ring subsequent to the relevant date of Substantial tant to the progress of the Work, the Contractor may, upon Completion and prior to issuance of the final Certifi- seven additional days' written notice to the Owner and the cate for Payment,any applicable statute of limitations Architect, terminate the Contract and recover from the Owner shall commence to run and any alleged cause of as provided in Subparagraph 14.1.2. action shall be deemed to have accrued in any and all 14.2 TERMINATION BY THE OWNER FOR CAUSE ' events not later than the date of issuance of the final 14.2.1 The Owner may terminate the. Contract if the Certificate for Payment; and Contractor: .3 After Final Certificate for Payment. As to acts Or A persistently or repeatedly refuses or fails to supply failures to act occurring after the relevant date of issu- enough properly skilled workers or proper materials: ance of the final Certificate for Payment, any appli- .2 fails to make payment to Subcontractors for materials cable statute of limitations shall commence to run and or labor in accordance with the respective agreements any alleged cause of action shall be deemed to have between the Contractor and the Subcontractors; accrued in any and all events not later than the date of .3 persistently disregards laws,ordinances,or rules,reg- any act or failure to act by the Contractor pursuant to ulations or orders of a public authority having juris- any warranty provided under Paragraph 3.5,the date diction; or of any correction of the Work or failure to correct the Work by the Contractor under Paragraph 12.2,or the .4 otherwise is guilt} of substantial breach of a provision date of actual commission of any other act or failure of the Contract Documents. to perform any duty or obligation by the Contractor 14.2.2 When any of the above reasons exist,the Owner,upon or Owner, whichever occurs last. certification by the Architect that sufficient cause exists to jus- t AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION MAO •19)1987 THE ASIERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 23 WARNING:unlicensed photocopying violates U.S.copyright taws and is subject to legal prosecution. tify such action, may without prejudice to any other rights or Owner.The amount to be paid to the Contractor or Owner,as , remedies of the Owner and after giving the Contractor and the the case may be,shall be certified by the Architect,upon appli- Contractor's surety, if any, seven days' written notice, termi- cation, and this obligation for payment shall survive termina- 1 nate employment of the Contractor and may, subject to any tion of the Contract. prior rights of the surety: 14.3 SUSPENSION BY THE OWNER .1 take possession of the site and of all materials,equip- FOR CONVENIENCE ment,tools,and construction equipment and machin- 14.3.1 The Owner may,without cause,order the Contractor in cry thereon owned by the Contractor; writing to suspend,delay or interrupt the Work in whole or in ' .2 accept assignment of subcontracts pursuant to Para- part for such period of time as the Owner may determine. graph 5.4; and .3 finish the Work by whatever reasonable method the 14.3.2 An adjustment shall be made for increases in the cost of Owner may deem expedient. performance of the Contract, including profit on the increased , cost of performance, caused by suspension,delay or interrup- 14.2.3 When the Owner terminates the Contract for one of the tion. No adjustment shall be made to the extent: reasons stated in Subparagraph 14.2.1,the Contractor shall not ,1 that performance is, was or would have been so sus- be entitled to receive further payment until the Work is pended, delayed or interrupted by another cause for finished. which the Contractor is responsible; or 14.2.4 If the unpaid balance of the Contract Sum exceeds costs .2 that an equitable adjustment is made or denied under of finishing the Work, including compensation for the Archi- another provision of this Contract. tect's services and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the 14.3.3 Adjustments made in the cost of performance may have unpaid balance, the Contractor shall pay the difference to the a Mutually agreed fixed or percentage fee. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION , 24 A201-1987 AIAe 9©19R7 THE AMERICAN INSTITUTE OF ARCHITECTS.1735 NEVI'YORK AVENUE,N.W.,WASHINGTON.D.C.2(Xft WARNING:Unlicensed photocopying violates U.S,copyright laws and is subject to legal prosecution. 3/87 SUPPLEMENTARY GENERAL CONDITIONS Part A ' These Supplementary General Conditions modify the "General Conditions of the Contract for Construction", AIA Document A201, 14th Edition, 1987. Where a portion of the General Conditions is modified or deleted by these Supplementary ' General Conditions, the unaltered portions of the General Conditions shall remain in effect. ' 1. INSURANCE A. The Owner shall carry a completed value Builders' Risk, fire rextended coverage, vandalism and malicious mischief insurance policy for the entire building project until the final acceptance of all contract work. This insurance policy shall be drawn in the iname of the Owner and all contractors under the contract with the Owner, as assured, as their respective interests appear. Since the amount of the deductible is substantial, the contractor shall be ' required to pay the first$5,000 of any loss covered under the Owner's Builders' Risk policy. B. The Owner shall be responsible for, and at his option, may main- tain such additional insurance as will protect him from his contin- gent liability for damages for personal injury, including death, which may arise from operations under this contract. I C No contractor or subcontractor shall commence work until he has obtained all the insurance as required hereinafter as will protect him from liability under Workmen's Compensation Acts and other ' Employee Benefits Acts in accordance with all laws in force, and also from liability from damage because of bodily injury including death and property damage, including accident claims due to ' automobiles, all under contractor's bodily injury property damage form of policies which may arise both out of and during work under this contract whether such work be by the contractor himself ' or by any subcontractor and/or anyone else directly employed by either of them. PmEcrNO.9WW10 SUPPLEMENTARY GENERAL CONDITIONS 1 D. Certificates of all such insurance policies shall be filed with the Owner and all insurance policies shall be subject to the Owner's approval for adequacy of protection. 1. Workmen's Compensation - Statutory , (a) Employer's Liability - $100,000 2. Comprehensive General Liability Y (a) Bodily Injury $1,000,000 each occurrence $1,000,000 aggregate (b) Property Damage $500,000 each occurrence $500,000 aggregate 3. Products and Completed Operations Insurance shall be maintained for a minimum period of 2 years after final payment and contractor shall continue to provide evidence , of such coverage to Owner on an annual basis during the aforementioned period. ' 4. Property Damage Liability. Insurance shall include coverage for the following hazards: X: Explosion C: Collapse , U: Underground 5. Contractual Liability (Hold Harmless Coverage) , (a) Bodily Injury $1,000,000 each occurrence ' (b) Property Damage $500,000 each occurrence ' $500,000 aggregate PROJF=NO.%00610 SUPPLEMENTARY GENERAL CONDITIONS 2 1 Should any accident, as above mentioned, occur resulting in suits of law, the contractor shall defend such suit at his own expense, and pay all costs as the court may direct, holding the Owner harmless. - r PROJECT NO.96MIO SUPPLEMENTARY GENERAL CONDITIONS 3 SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.01 GENERAL A. The General Documents listed in Index; including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of,this section of the Specifications. B. Equality of materials or articles other than those named or described in this ' section will be determined in accordance with the provisions of the Supple- mentary General Conditions. ' C. This subcontractor shall review, in detail, all other sections of the construc- tion specifications affecting the work of this section of the Specifications. 1.02 WORK UNDER THIS CONTRACT A. The work to be done under this contract, Construction of Fire Academy Burn Tower, Barnstable, Massachusetts includes but is not limited to furnishing all labor, materials, tools, equipment, appliances, transportation and other necessary facilities for the performance and completion of all work as indicated on the drawings and specifications, including but not limited to, the following major work: 1. Demolition of existing masonry. 2. Site grading, strip and place loam, excavation and back filling. 3. Restoration of all site construction, etc. areas disturbed under this ' contract. ' 4. Plain and reinforced concrete walls, floor slabs, slabs on grade, stairs, foundations, footings, walkways, and misc. footings. 5. Concrete block masonry, grouting of door frames. PROIECr NO.960610 SUMMARY OF WORK ' 01010-1 6. Metal handrails and stairs. 7. Misc. metals. 8. Rough carpentry. ' 9. Waterproofing, damp-proofing and caulking. , 10. Finish hardware, including fasteners, accessories and templates, and coordinated keying. B. Reference Drawings: Work shall be performed as shown on drawings numbered: T-1, A-1 thru A-4, S-1. 1.03 CUTTING & PATCHING OF WORK A. as Except specifically specified otherwise under other sections of the ' P Y P Specifications, the general contractor shall do all cutting, fitting and patch- ing that may be required to make the several parts of the work fit together properly and shall not endanger any work or any part of it. Any coring of pre-stress concrete plank must be as approved by structural engineer. 1.04 CORING & DRILLING A. Except as specifically specified otherwise under other sections of the , Specifications, each trade subcontractor shall do all his own coring and drilling as may be required to complete his portion of the work. All coring and drilling shall be performed so as not to endanger adjacent work to , remain. Coring and drilling will not be considered synonymous with cutting and patching. ' 1.05 NUISANCE A. The committing of nuisances on the site, in the building or on adjacent , property by any person in the employ of the contractor, his subcontractors or his suppliers shall be vigorously prohibited and adequate steps shall be ' taken by the contractor to prevent it. 1.06 QUANTITIES A. Where technical specifications refer to any material, item, assembly, system,component or the like in singular, such reference shall be taken in ' PROJECr NO.%06Jo SUMMARY OF WORK 01010-2 1 ' the plural where required in more than one location and the correct numbers of items shall be provided by the contractor at each location at no additional cost to the Owner. 1.07 FIELD ENGINEERING ' A. Provide field engineering services; establish grades, lines and levels by use of recognized engineering survey practices. B. Control datum for survey is that shown on the drawings. Locate and protect control and reference points. ' 1.08 REFERENCE STANDARDS A. For products specified by association or trade standards, comply with ' requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. The date of the standard is that in effect as of the bid date, except when a specific date is specified. ' C. Obtain copies of standards when required by contract documents. Maintain copy at job site during progress of the specific work. ' 1.09 PRE-CONSTRUCTION CONFERENCE A. A pre-construction conference to review the work will be conducted by the Owner. ' B. Representatives of the following shall be required to attend this conference: Owner Designer General contractor All subcontractors ' Applicable municipal agencies 1.10 PROJECT MEETINGS A. Project meetings shall be held on a weekly basis subject to the discretion of g Y the Owner's project manager. Weekly project meetings shall be chaired by ' the designer. Minutes of project meetings shall be prepared by the designer PROJECT NO.960610 SUMMARY OF WORK 01010-3 or by his designated representative and shall be distributed in a timely manner to all present. B. As a prerequisite for monthly payments, ordering schedules, shop drawing schedules and coordination meeting schedules shall be prepared and main- tained by the general contractor and shall be revised and updated on a monthly basis and a copy shall be submitted to the Designer. C. In order to expedite construction progress on this project, the general contractor shall order all materials immediately after the approval of shop drawings and shall obtain a fixed date of delivery to the project site for all materials ordered which shall not impede or otherwise interfere with con- struction progress. , D. Scheduling shall be discussed with all concerned parties, and methods shall be presented by the general contractor which shall reflect construction ' completion not being deferred, at no additional expense to the Owner. 1.11 PERMITS, INSPECTION & TESTING REQUIRED BY GOVERNING ' AUTHORITIES A. If the contract documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any portion of the work to be inspected, tested or approved, the general contractor shall give the Designer and Owner and such Authority timely notice of its readiness so the ' designer may observe such inspection and testing. B. Prior to the start of construction, the general contractor and subcontractors shall complete application to the applicable building code enforcement authority for all building permits; all municipal fees will be waived. Such permit shall be displayed in a conspicuous location at the project site. , 1.12 EXAMINATION OF SITE & DOCUMENTS ' A. Bidders shall visit the site by contacting Tom Manley at 508-771-5391 for an appointment. , B. The bidders are expected to examine and to be thoroughly familiar with all contract documents and with the conditions under which work will be ' carried out. The Owner will not be responsible for errors, omissions and/or charges for extra work arising from general contractor's or subcontractors's failure to familiarize themselves with the contractor documents or existing ' conditions. By submitting a bid, the bidder agrees and warrants that he has PRorECr NO.960610 SUMMARY OF WORK 01010-4 ' had the opportunity to examine the site and the contract documents, that he is familiar with the conditions and requirements of both and where they require, in any part of the work a given result to be produced, that the contract documents are adequate and that he will produce the required results. 1.13 DELIVERIES A. The general contractor shall be responsible for receiving all materials and equipment in connection with work under this contract. Unloading, unpack- ing and distribution to the various portions of the building(s) shall be the responsibility of the general contractor. 1.14 CERTIFIED WELDERS A. All welding shall be performed only by operators who have been qualified by , as prescribed rescribed in the "Standard Qualification Procedure" of the American Welding Society, to perform the type of work required. welds shall be made only b operators who have been qualified b the B. Pipe e y y p q y National Certified Pipe Welding Bureau and the operator's qualification ' record shall be submitted to the designer before any work is performed. ' C. Shop welding shall be in accordance with the "Code for Welding in Build- ing Construction". 1.15 SAFETY REGULATIONS A. This project is subject to compliance with Public Law 91-596 "Occupational Safety and Health Act of 1970" (OSHA), with respect to all rules and regulations pertaining to construction, including volume 36, Nos. 75 and 105, of the Federal Register, as amended, and as published by the US Dept. ' of Labor. 1.16 ANTI-BOYCOTT COVENANT (Executive Order #130) �. A. The contractor warrants, represents and agrees that during the time this contract is in effect, neither it nor any affiliated company, as hereinafter defined, participates in or cooperates with an international boycott, as defined in Section 999(b) (3) and (4) of the Internal Revenue Code of 1954, as amended, or engages in conduct declared to be unlawful by Section 2 of Chapter 151E, Massachusetts General Laws. If there shall be a breach in ' PROJECr NO.960610 SUMMARY OF WORK 01010-5 the warranty, representation and agreement contained in this paragraph, then without limiting such other rights as it may have, the Commonwealth shall be entitled to rescind this contract. As used herein, an affiliated company shall be any business entity of which at least 51% of the ownership interests are directly or indirectly owned by the contractor or by a person or persons or business entity or entities directly or indirectly owning at least 51% of the ownership interests of the contractor. 1.17 REFERENCES A. Where references are made in the contract documents to publications and standards issued by associations or societies, the intent shall be understood to specify the current edition of such publication or standards (including tentative revisions) in effect of the date of the contract advertisement notwithstanding any reference to a particular date. 1.18 PREFERENCE IN SUPPLIES & MATERIALS A. The bidder's attention is directed to the fact that all Massachusetts manufac- tured supplies and materials are entitled under the law to preference in this contract. 1.19 MASSACHUSETTS SALES & USE TAX A. The exemption number assigned to the Owner as an exempt purchase under ' the Sales Act, Chapter 14 of the Acts of 1966, to the extent that materials and supplies are used or incorporated in the performance of the contract for the Commonwealth is as stipulated in the general conditions. 1.20 CONTRACTOR'S QUALIFICATIONS A. The General Contractor must be certified by the Division of Capital Plan- ning and Operations (DCPO) for general construction. B. General bids must be accompanied by (1) a Certificate of Eligibility issued by DCPO showing that the Bidder has been approved to bid on projects the size and nature of this project, and (2) a Contractor's Update Statement, DCPO Form CQ3. C. It is the bidders responsibility to obtain the necessary forms from, DCPO and make application to DCPO in sufficient time for DCPO to evaluate the application and issue a Certificate of Eligibility. t PROJECr NO.960610 SUMMARY OF WORK 01010-6 D. The Contractor's Updated Statement is not a public record as defined in M.G.L. Chapter 4, Section 7, and will not be open to public inspection. 1.21 PROGRESS SCHEDULE A. The general contractor shall prepare and submit to the designer, for the informa- tion of the Owner and the designer, estimated construction progress schedules for the work, with subschedules of related activities which are essential to its progress. B. Prepare progress schedule in form of horizontal bar chart. 1. Provide separate horizontal bar column for each trade or operation, in chronological order of beginning of each item of work. L2. Identify each column by major specification section number and distinct graphic delineation. 3. Identify horizontal time scale by first work day of each week. 4. Identify monetary value of work by indicating estimated monthly percent, actual monthly value, estimated total value and actual total value. Superimpose progress/value of work curve on bar chart. C. Updating schedule: 1. Indicate all changes occurring since previous submission of updated 1. schedule. 2. Indicate progress of each activity, show completion dates. 3. Include major changes in scope, activities modified since previous updating, revised projections due to changes and other identifiable changes. D.. Submit initial schedule within 21 days after date of notice to proceed. Submit updated schedule to coincide with payment requisition on monthly basis, accurately depicting progress to first day of each month. Submit schedule in the form of one reproducible transparency and 2 prints. 1.22 MASSACHUSETTS RIGHT TO KNOW LAW PROJECr NO.96W10 SUMMARY OF WORK 01010-7 A. The general contractor is responsible to comply with the provisions of Chapter III F of the Massachusetts General Laws; added by Chapter 470 of the Acts of 1983 (Right to Know Law). 1.23 DIG SAFE A. Within the Commonwealth, "Dig-Safe" is the name of the Utility Underground Plant Damage Prevention Authority. They are located at 111 South Bedford Road, Burlington, MA 01803. The phone number is 1-800-322-4844. B. Contractors must notify g P"Dig-Safe" of contemplated excavation, demolition, or explosive work in public or private ways, and any utility company right of way or easement. C. This notification must be made at least 72 hours prior to the work but not more than 60 days before the contemplated work. Such notice shall set forth the name of the street or the route number of said way and an accurate description of the location and nature of the proposed work. D. The Owner requires that the notification be sent to "Dig-Safe" b certified mail, eq g Y with copies to the Owner. The Owner requires a copy of the signed receipt of delivery. E. "Dig-Safe" is required to respond to the notice within 72 hours from the time said notice is received by.designating at the locus the location of pipes, mains, wires or conduits. F. Contractors shall not commence work until "Dig-Safe" has responded as noted above. The work shall then be performed in such a manner, and with reason- able precautions taken to avoid damage to utilities under the surface in said areas of work. G. Prior to the "Dig-Safe" notification, the Owner requires contractors to provide their superintendent with current "Dig-Safe" regulations, and a copy of Massa- chusetts General Laws Chapter 80, Section 40. 1.24 STAKING A. The general contractor shall be responsible for staking the property limits, building lines, paving lines, etc., as represented on drawing A-1. PROJECrNO:%0610 SUMMARY OF WORK 01010-8 1.25 DEBRIS A. Debris shall not be permitted to accumulate and work shall, at all times, be kept 1 satisfactorily clean to the Owner's satisfaction. B. Remove debris from the site of work and dispose of debris at any private or public dump which the general contractor may choose provided that the general contractor shall make arrangements and obtain approvals necessary from the owner or officials in charge of the dump and shall pay costs and fees resulting from legal disposal of debris. 1.26 BARRIERS A. The general contractor shall provide protection for existing facilities including but not limited to, trees, shrubs, grass, planted areas, paving, walkways, vehicles, buildings, the contents of the building and utilities. Damage resulting from actions of the general contractor shall be paid for by the general contrac- tor. ' B. Contractor shall provide the Owner with the name address and home telephone P � P number of at least 2 tradesman (one to be the superintendent) either of whom can be called on in an emergency basis nights and other times when the contrac- tor is not working on the job to take care of emergencies. Such emergency work, if required, will be done at NO additional cost to the Owner. If, for any reason the contractor's representative cannot be reached within 2 hours, tempo- rary repairs will be made by others at the contractor's expense. 1.27 RECORD DRAWINGS A. The Owner will provide 2 sets of black or blue line on white drawings to the general contractor and each subcontractor hereinafter required to maintain and submit record drawings, one set of which shall be maintained at the site and on which, at all times, shall accurately, clearly and completely show on an updated daily basis the actual installation in accordance with the requirements of the hereinafter listed sub-sections. At the completion of the contract, each listed subcontractor shall submit to the general contractor, a complete set of record 1 drawings showing all "as-built" corrections. After checking the above drawings, the general contractor shall certify that they are complete and correct and shall submit the record drawings to the designer. The designer shall have his consult- ing engineers review the drawings and verify that the installations as shown thereon are complete and accurate. After written verification on the drawings, pxoracr NO.%0610 SUMMARY OF WORK 01010-9 i the designer shall submit to the Owner new reproducible record drawings on cloth or mylar with 2 sets of prints in time to be used for the final inspection for acceptance of the building. Availability of record drawings shall be a prerequi- site to scheduling a final inspection of this contract and said drawings and original contract documents will be used in checking completion of the work. ' Non-availability of record drawings or inaccuracies therein may be grounds for cancellation and postponement of any scheduled final inspection by the Owner until such time as the discrepancy has been corrected. , 1.28 SUPERVISION OF WORK A. The Contractor shall be held directly responsible for the correct installation of all work performed under this Contract. He must make good repair, without expense to the Owner, of any part of the work which may become inoperative on account of leaving the work unprotected during the construction of the system or which may break or give out in any manner by reason of poor workmanship, defective materials, or lack of space to allow for expansion or contraction of the work during a period of one year from date of final acceptance of the work by the Owner. B. The Contractor shall furnish a competent Massachusetts licensed superintendent satisfactory to the Owner and to the Architect, who shall supervise all work ' under this Contract, and who shall remain on duty at the site throughout the Contract period while work is in progress. 1.29 TIME OF COMPLETION A. In accordance with Article 9 of the General Conditions, the work shall be commenced at the time stated in the Notice to Proceed and shall be completed within 90 consecutive days thereafter. END OF SECTION PROJECT NO.9W610 SUMMARY OF WORK 01010-10 t f 1 SECTION 01300 1 SUBMITTALS 1.01 GENERAL 1 A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supple- mentary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construc- tion specifications affecting the work of this section of the Specifications. 1.02 SCHEDULE OF VALUES A. Prior to the first request for payment, the General Contractor shall submit to � PY the Architect and the Owner, a Schedule of Values of the various portions of the work including quantities when requested, aggregating the total contract sum, and divided so as to facilitate payments for work under each section. The schedule shall be prepared in such form as specified or as the Architect or the Owner may approve, and it shall include data to substanti- ate its accuracy. Each item of the schedule of values shall include its proper share of overhead and profit. This schedule requires the approval of ithe Architect and Owner and shall be used only as a basis for the contractor's requests for payment. 1.03 SHOP DRAWINGS, SAMPLES & PRODUCT DATA I A. In addition to, and not in lieu of, the requirements specified in the General Conditions, the contractor shall submit shop drawings, samples, printed data, brochures and catalog cuts in accordance with the following require- ments. B. Submission of shop drawings: 1. The general contractor shall submit to the Architect one legible g g reproducible (sepia) transparency and four black line prints of each PROJECT NO.960610 SUBMITTALS 01300-1 shop drawing with sufficient blank space next to the title block for the contractor's and the Architect's approval stamps. The transpar- ency ar- P P ency and the prints shall be mailed or delivered to the Architect in roll form. 2. The Architect will make corrections, if any are require,d directly on the reproducible transparency and return the transparency to the contractor. The contractor shall incorporate the Architect's correc- tion onto the original drawings and resubmit a new reproducible transparency and two prints thereof to the Architect for his approval. This procedure shall be repeated until all the corrections are made to the satisfaction of the Architect. 3. When the transparency is returned by the Architect with the stamp "REVIEWED" or "FURNISH AS CORRECTED", the contractor shall provide and distribute such number of prints as required for his own and his subcontractor's use and deliver four prints to the Archi- tect. The costs of printing and incidental expenses shall be included in the contract sum. The Architect will deliver two prints of each approved shop drawing to the Owner. C. Submission of Printed Data: , 1. The contractor shall submit to the Architect, 6 copies of manufacturer's printed data, descriptive literature, catalogues, bro- chures, performance and test data and all other information which requires approval and which cannot be submitted in sepia transparen- cy form. All such information shall be specific and identification of material or equipment submitted shall be clearly make in ink. Data of general nature will not be accepted. , 2. Printed data shall state the project name, specification section and article number that applies to the submitted item. 3. The contractor shall resubmit 6 copies of such material until ap- proved and, after approval, provide and distribute such number of copies as is required for his own and his subcontractor's use. The Architect will retain 4 copies of approved material and deliver 2 copies to the Owner. D. Supplemental Requirements: PRO)ECr NO.960610 SUBMITTALS 01300-2 ' 1. Only shop drawings and printed data received from the contractor and bearing his stamp of approval will be considered for approval by the Architect. All shop drawings and printed data prepared by subcontractors shall be processed through the contractor as stipulated above. 1 2. The shop drawings shall be complete, shall give all information necessary or requested in the individual sections of the Specifications and shall also show adjoining work and details of connection thereto. 3. Where adjoining work required shop drawings, the Architect re- serves the right to require the contractor to prepare and submit 1 composite shop drawings showing work under all affected trades. If any work is installed before being coordinated with the work of other trades so as to cause interference with the work of other trades, all necessary corrections shall be made as directed by the Architect at no cost to the Owner. 1 4. It shall be the responsibility of the contractor to submit the shop drawings on a schedule that allows reasonable time for checking, resubmission, rechecking, approval and subsequent fabrication and delivery. 5. The Architect reserves the right to review and approve shop draw- ings and printed data in a proper sequence reflecting the logical sequence and relative priority of the construction components so as to ensure preparation of a properly coordinated set of shop drawings. The Architect further reserves the right to review and approved shop drawings only after approval of any related samples. E. Submission of samples: 1. Samples which can be conveniently mailed shall be sent directly to the Architect accompanied by transmittal notice stating name of project, specification article to which the sample refers and descrip- tion of item being submitted. 2. All other samples shall be delivered at the field office of the project representative with sample identification tag attached and properly filled in. Transmittal notice of samples shall be given to the Archi- tect by the contractor. PROJECT NO.960610 SUBMITTALS 01300-3 3. Three specimens of each sample requested shall be submitted, unless otherwise specified in the individual sections of the Specifications. 4. All charges in connection with delivery of samples as specified above shall be paid by the contractor. 5. Samples shall be of adequate size to permit proper evaluation of material. Where variations in color or other characteristics are to be expected, submit samples showing the maximum range of variation. Materials exceeding the range of variation of the approved samples will not be approved on the work. 6. Samples of items of interior finishes shall be submitted all at one ' time to permit a coordinated selection of colors and finishes. 7. It shall be the responsibility of the contractor to submit the samples on a schedule that allows reasonable time,for checking, resubmis- sion, rechecking, approval and subsequent fabrication and delivery. 8. � masonry Samples of concrete or other items of work manufactured ' p Y or constructed at the site shall be located at a place designated by the Architect so that they may be left in place after approval, until removal is approved by the Architect. 9. All samples shall be removed by the contractor upon receipt of , direction from the Owner or the Architect. END OF SECTION PROJECT NO.960610 SUBMITTALS 01300-4 SECTION 01400 QUALITY CONTROL PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL REQUIREMENTS A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. 1 B. Equality of materials or articles other than those named or de- scribed scribed in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. 1.02 GENERAL A. The Owner and Architect and their representatives shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities and such information, assistance and personnel as reasonably required for such access and any inspection, measurement or testing the Architect may wish to perform. B. Inspection by the Architect, Owner, independent testing services or other authorities, or their failure to inspect, shall not relieve Ithe Contractor of any responsibilities under the Contract: C. The Owner will employ and pay for an independent testing labo- ratory to carry out tests and inspections for: 1. Cast-in-place concrete 1 2. Soils compaction 3. Additional testing and inspection as may later be required by the Owner or public authorities PROJECT NO.960610 QUALITY CONTROL 01400-1 1.03 CONTRACTOR'S RESPONSIBILITY TO TESTING LABORA- TORIES A. Coordinate with laboratory personnel. Provide access to work. B. Provide to laboratory, preliminary representative samples of materials to be tested, in required quantities. C. Furnish casual labor and facilities: 1. To provide access to work to be tested. 2. To obtain and handle samples at site. 3. To facilitate inspections and tests. , 4. For laboratory's exclusive use for storage and curing of test samples. 1.04 TESTS A. If the contract documents or the law, ordinances, rules, regula- tions or orders of any public authority having jurisdiction require .any work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness and the date arranged so that Architect may observe such inspection, testing or approval. B. If, after the commencement of the work, the Architect determines that any work requires special inspection, testing or approval which subparagraph A does not include, he will, upon written authorization form the Owner, instruct the Contractor to order such special inspection, testing or approval and the Contractor shall given notice as in paragraph A. If such special inspection or testing reveals a failure of the work to comply (1) with the re- quirements of the Contract Documents or (2) with respect to the performance of the work with laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, the Contrac- tor shall bear all costs thereof, otherwise the Owner shall bear such costs and an appropriate change order shall be issued. C. Required certificates of inspection, testing or approval shall be secured by the Contractor and promptly delivered by him to the Architect. PROJECT No.96W10 QUALITY CONTROL 01400-2 D. Neither the observation of the Architect in his administration of the Construction Contract, nor the inspections, tests or approvals by persons other than the Contractor shall relieve the Contractor from his obligations to perform the work in accordance with the Contract Documents. 1.05 CERTIFIED WELDERS A. Structural welds shall be made only by operators who have been ' qualified by tests, as prescribed in the "Standard Qualification Procedure" of the American Welders Society, to perform the type of work required. B. Pipe welds shall be made only by operators who have been qualified by the National Certified Pipe Welding Bureau and each 1 operator's qualification record shall be submitted to the Designer before all work is performed. C. Shop welding shall be in accordance with the "Code for Welding in Building Construction". rEND OF SECTION 1 i 1 1 1 PROJECr No.%0610 QUALITY CONTROL ' 01400-3 i SECTION 01500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PART 1 - GENERAL 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby r made an integral part of this section of the Specifications. ' B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supple- mentary General Conditions. 1 C. This subcontractor shall review, in detail, all other sections of the construc- tion specifications affecting the work of this section of the Specifications. 1 1.02 TEMPORARY OFFICES A. The General Contractor shall provide and maintain temporary field offices. 1.03 TEMPORARY TELEPHONES A. Contractor shall provide and pay for all costs for: 1. A separate telephone in. each of the contractor's project offices. B. Temporary telephones shall be maintained until otherwise directed by the official. C. If during the course of the work, the contractor receives written approval from Owner to transfer location of the temporary offices, the contractor shall make all arrangements for such transfer and reconnecting of telephones and shall bear all costs thereof. 1.04 TEMPORARY TOILETS A. The contractor shall provide toilet booths with chemical-type toilets, as necessary for all persons engaged on the work at the site. CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PROJECT NO.%0610 01500-1 B. The toilets shall be erected in a location approved by the designer and shall be maintained by the contractor in a clean and orderly condition in compli- ance with all local and state health requirements, and shall remove same when written direction for their removal is received from the designer. 1.05 TEMPORARY WATER A. Water will be furnished by the Owner. , B. Water shall be distributed by means of connections to the permanent service lines that are to be installed at the expense of the Plumbing Subcontractor. C. Any temporary pipe lines and connections from the permanent service lines either outside or within the building, necessary for the use of the General Contractor and his Subcontractors, shall be installed, protected and main- tained at the expense of the General Contractor. ' D. Use of the water may be discontinued by the Owner if, in the opinion of the Owner, it is wastefully used. E. The General Contractor shall provide an adequate supply of drinking water from approved sources of acceptable quality, satisfactorily cooled, for his employees and those of his Subcontractors. 1.06 TEMPORARY STAIRS, RAMPS & CHUTES A. The contractor shall furnish, install, maintain all temporary ramps, stairs, ladders and chutes, as required for the use of all trades for the proper execution of their work and shall bear all costs therefrom. B. When permanent stairs are erected the contractor shall provide all required safety measures, including temporary railings, protective treads and other protective measures. C. The contractor shall furnish, install, maintain and remove covered chutes from openings in the exterior walls of the building levels, in convenient and accessible locations which will permit direct disposal of rubbish and debris directly into trucks or disposal units. The chutes shall be for the use of all trades and the contractor shall bear all costs for the furnishing, installing, relocating, maintaining and removal of same when no longer needed. CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PRoIEcr No.%0610 01500-2 D. No materials, rubbish or debris will be allowed to drop free, or to be thrown from openings in the exterior walls of the building(s). 1.07 TEMPORARY PROTECTION A. The contractor shall perform the following work: P g ' 1. Protect concrete surfaces which are to receive work of other trades from any soiling which will prevent proper adhesion of subsequent work. Leave surfaces broom clean and free of all blemishes at the time other trades begin application of their work. ' 2. Protect all exposed concrete surfaces and finished floors against mechanical damage, oil, grease, paint or other materials which will stain the floor finish. Install and maintain protective coverings on 1 finished floors in areas where other work will be done. B. After the installation of work by a subcontractor is properly completed, the 1 contractor shall be responsible for its protection and repairing, replacing or cleaning any such work which has been damaged by other trades or by any other cause, so that all work is in perfect condition at the time of acceptance ' of the building. 1.08 TEMPORARY WORK IN PUBLIC WAYS A. Prior to commencing any work in public ways, and other areas which are used by the public, the contractor shall submit in writing to the designer and the owner the proposed methods of protection. Work shall not be com- menced in these areas until written approval of protective measures has been 1 received from the designer and the Owner. B. The contractor will be required to furnish, install and maintain in good I condition, at no additional cost to the Owner, all safety measures which are required to protect the public from accident due to work performed under this contract. I1.09 WEATHER PROTECTION 1 A. It is the intent of these specifications to required the general contractor to provide temporary enclosures and heat to permit construction work to be carried on during the months of November through March in compliance CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PROJECT NO.960610 01500-3 with the Massachusetts General Laws Chapter 149, Section 44G. These , specifications are not to be construed as requiring enclosures or heat for operations that are economically infeasible to protect in the judgement of the designer. Included in this infeasible category, without limitation are such , items as site work, excavation, pile driving, steel erection, erection of certain exterior wall panels, roofing and similar operations. B. "Weather Protection" shall mean the temporary protection of that work adversely affected by moisture, wind and cold by covering, enclosing and/or heating. This protection shall provide adequate working areas during the months of November through March as determined by the designed and consistent with the approved construction schedule to permit the continuous progress of all work necessary to maintain an orderly and efficient sequence of construction operations. The general contractor shall furnish and install all "weather protection" material and be responsible for all costs, including heating required to maintain a minimum temperature of 40 degrees Fahren- heit at the working surface. This provision does not supersede any specific requirements for methods of construction, curing of materials or the ap- plicable general conditions set forth in the contract articles with added , regard to performance obligations of the contractor. C. Within 30 calendar days after his award of contract, the general contractor , shall submit in writing to the designer for approval, 3 copies of his pro- posed methods for "weather protection". D. Installation of weather protection and heating devices shall comply with all safety regulations including provisions for adequate ventilation and fire protection devices. Heating devices which may cause damage to finish , surfaces shall not be used. 1.10 HEATING DURING CONSTRUCTION A. Within 30 calendar days after the commencement of work under this contract, the general contractor shall submit in writing to the designer for approval, 3 copies of his method and time schedule.for heating during construction which shall concur with his general progress schedule heretobefore submitted as required by the general contractor. 1.11 TEMPORARY LIGHT & POWER ' A. Lighting: CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PROJECT NO.9&X10 01500-4 ' I 1. The Owner will furnish, without charge to the Contractor, electrical energy from existing facilities within the existing building for light and power. ' 2. The electrical contractor shall provide all additional temporary _ facilities such as temporary wiring, fixtures, etc., at his own ex- pense, for use of all trades until time of Substantial Completion of the project, and shall remove all such temporary facilities at the completion of the work. All temporary light and power facilities shall conform to the applicable laws and building codes. 3. The furnishing of electrical energy by the Owner, without charge, ' shall be contingent upon the Contractor being conservative and prudent in it's use. In the event the Contractor is repeatedly waste- ful of the electrical energy, the Owner reserves the right to meter the 1 electricity and bill the Contractor at the current utility rate for the energy used. 4. Shut-downs of existing electrical system shall not be performed during hours of Owner's normal building use. t1.12 STAGING A. All staging, exterior and interior, required to be over 8' in height, shall be ' furnished and erected by the general contractor and maintained in safe condition by him without charge to and for use of all trades as needed by them for proper execution of their work, except where specified to the contrary in any filed sub-bid section of the Specifications. 1.13 HOISTING EQUIPMENT & MACHINERY A. All hoisting equipment and machinery for the proper and expeditious prosecution and progress of the work shall be furnished, installed, operated and maintained in safe condition by the general contractor for the use of all subcontractors' material and/or equipment delivered to the designated ' hoisting area except that which is specifically required to be provided by the subcontractors themselves and is so stated in each appropriately related section of the Specifications. All costs for hoisting operating services shall be borne by the general contractor unless specifically excepted in the contract documents. CONSTRUCTION FACILITIES & TEMPORARY CONTROLS ' PROJECT NO.960610 01500-5 1.14 DUST CONTROL ' A. It is the intent of these Specifications to require the general contractor to provide adequate means for the purpose of preventing dust caused by , construction operations for the period of the construction contract. B. This provision does not supersede any specific requirements for methods of , construction or applicable general conditions set forth in the contract articles with added regard to performance obligations of the contractor. 1.15 NOISE CONTROL , A. Develop and maintain a noise-abatement program, enforce strict discipline over all personnel to keep noise to a minimum. B. Execute construction work by methods and by use of equipment which will , reduce excess noise. 1. Employ construction methods and equipment which will produce the , minimum amount of noise. 2. Equip air compressors with silencers, and power equipment with , mufflers. 3. Handle vehicular traffic and scheduling to reduce noise. , 1.16 PEST CONTROL ' A. Provide control or abatement of interfering or harmful plant growth, bacteri- al fungi or insects. , 1. Employ methods and use materials which will not adversely affect conditions at the site or on adjoining properties. 2. Should the use of pesticides be considered necessary, submit an informational copy of the proposed program to the Owner with a , copy to designer. Clearly indicate: a. The nuisance to be controlled. b. The area or areas to be treated: C. The pesticides to be used, with copy of manufacturer's print- CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PROJECT NO.%W10 01500-6 , ' ed instructions. d. The pollution preventative measures to be employed. B. The use of any pesticide shall be in full accordance with the manufacturer's printed instructions and recommendations. 1.17 RODENT CONTROL A. Provide rodent control from the start of demolition work as necessary to ' prevent infestation of the construction or of storage areas. 1. Employ methods and use materials which will not adversely affect ' conditions at the site or on adjoining properties. 2. Should the use of rodentcides be considered necessary, submit any informational copy of the proposed program to the Owner with a copy to the designer. Clearly indicate: a. The area or areas to be treated. b. The rodentcides to be used, with copy of manufacturer's printed instructions. C. The pollution preventative measures to be employed. ' B. The use of any rodenticide shall be in full accordance with the manufacturer's printed instructions and recommendations. 1.18 POLLUTION CONTROL A. Provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations. ' B. Provide equipment and personal, perform emergency measures required to contain any spillage, and to remove contaminated soils or liquid: I 1. Excavate and dispose of any contaminated earth off-site, and replace with suitable compacted fill and topsoil. C. Take special measures to prevent harmful substances from entering public waters. CONSTRUCTION FACILITIES & TEMPORARY CONTROLS ' PROJECT NO.96WI0 01500-7 1. Prevent disposal of waters, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers. D. Provide systems for control of atmospheric pollutants. , 1. Prevent toxic concentrations of chemicals. 2. Prevent harmful dispersal of pollutants into the atmosphere. ' END OF SECTION , r CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PROJECT NO.960610 01500-8 ' I ' SECTION 01600 MATERIAL & EQUIPMENT PART 1 - GENERAL ' 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supple- mentary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construc- tion specifications affecting the,work of this section of the Specifications. 1.02 DESCRIPTION OF WORK A. Equipment (curbs, fans, vents, etc.) mounted on or above the roof shall be capable of withstanding a wind of 120 MPH without being damaged, dislodged, or causing damage to other equipment or the structure. Metal ' housings, bases, curbs, supports, welds and fastenings shall show no evidence of fatigue cracking under such loading. ' B. Materials and workmanship shall be the best of their several kinds. Unless otherwise specified, materials shall be new and if required, the contractor ' shall furnish satisfactory evidence of their quality. Materials and equipment shall be suitable for use under the condition they may be expected to encounter in service. C. All material of a given type shall exactly match in color, texture, and other relevant properties all other material of that type supplied. Discontinuities ' of color, texture, or other properties shall constitute cause for rejection. D. Locations and sizes of openings, sleeves, concrete pads, steel frames, and other equipment supports are indicated on the drawings for bidding purposes only. Final sizes and locations of such items shall be obtained from the equipment shop drawings. Where material difference exists between the PROJECT'NO.%0610 MATERIAL & EQUIPMENT ' 01600-1 item as originally detailed and as finally built, payment will be adjusted as for other material changes in work. ' 1.03 APPROVAL STANDARDS A. Standards (ANSI, ASTM, Federal Specifications, etc.) referenced in the contract documents are the latest edition as of the date of the contract. ' B. Where compliance with a standard is required, the contractor shall provide affidavit from subcontractor(s) or manufacturer(s) certifying compliance, if ' requested by the designer. 1.04 DELIVERY & STORAGE A. Materials shall be delivered at the site in such quantities as will ensure the uninterrupted progress of the work and the least obstruction of the premises. Contractor shall provide the designer with all information and assistance required to ascertain that the contractor's deliveries of the material and equipment are on schedule. B. Products shall be properly enclosed in containers, boxes, packages, etc. to prevent damage during transportation and handling. Deliver in original ' unopened containers with labels indicating brand names, colors, patterns, model numbers, quality designations, compliance with referenced specifica- tions or standards, and fire-resistance ratings. ' C. Delivery of material or equipment shall be made only after suitable facilities for its storage and protection are available on the site. Damage to materials , in storage shall be made good at no cost to the owner. No amount shall be entered on the contractor's application for payment for materials on the site not properly stored and protected. ' D. Store materials delivered to site under cover, in conformance with ' manufacturer's recommendations. Carefully protect stored materials from mechanical damage, dampness, heat and cold. Coordinate storage locations with the owner. E. Store in locations that are secure from vandalism and theft. Any theft or vandalism will be responsibility of the contractor at no expense to the owner. PROJBCr NO.%0610 MATERIAL& EQUIPMENT 01600-2 , 1.05 INSTALLATION A. Products shall be installed, finished and cleaned in strict accordance with manufacturer's instructions, unless otherwise specified, by skilled workmen under adequate supervision. Foremen on installation crews shall have a minimum of 5 years experience installing that product. B. Product installed products until substantial completion by appropriate means including plastic or canvas sheeting, kraft paper, masking tape, or wood barricades. C. Remove name plates and other identifying markings from exposed surfaces ' of manufactured items installed in finished spaces if requested by designer. 1.06 OWNER FURNISHED PRODUCTS A. Products furnished by owner. B. Owner's duties: 1. Schedule delivery date with supplier in accordance with construction schedule. 2. Arrange for delivery to site, giving contractor adequate notice. 3. - Obtain installation drawings and instructions. ' 4. Submit claims for transportation damages. 5. Arrange guaranties and warranties. ' C. Contractor's duties: ' 1. Designate required delivery date for each product in construction schedule. 2. Promptly inspect delivered products, report damaged or defective ' items. 3. Handle at site, including unloading, uncrating and storage.. 4. Protect from exposure to elements and other damage. ' 5. Repair or replace items damaged as result of contractor's operations. 6. Install and connect finished products. ' 1.07 HOLES, HANGERS, PADS, ETC. A. Design of hangers and supports, except those fully described in the contract PROYF=NO.%0610 MATERIAL & EQUIPMENT ' 01600-3 documents, shall be the responsibility of the contractor. All parts of such ' hangers and supports designed in accordance with accepted engineering practice, using a factor of safety of at least 2.5. Satisfactory evidence of the strength of proprietary hangers and those designed by the contractor shall be supplied with the shop drawings thereof. ' B. Hangers for items hung from beams shall be centered on the vertical center of gravity of the beam. ' 1.08 ABBREVIATIONS , A. Organizations and standards referenced in abbreviated form include the following: , AA Aluminum Association AAMA Architectural Aluminum Manufacturers Association ' ACI American Concrete Institute AGA American Gas Association AIA American Institute of Architects ' AISC American Institute of Steel Construction ANSI American National Standards Institute ASAHC American Society of Architectural Hardware Consultants , ASHRAE American Society of Heating, Refrigeration & Air Condition- ing Engineers ASTM American Society of Testing & Materials ' AWI Architectural Woodwork Institute AWPA American Wood Preservers' Association AWS American Welding Society , CS Commercial Standard, US Dept. of Commerce FGMA Flat Glass Marketing Association FM Factory Mutual ' FS Federal Specification NAAMM National Association of Architectural Metal Manufacturers NEC National Electrical Code , NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association , NRCA National Roofing Contractors Association OSHA Occupational Safety & Health Administration SDI Steel Deck Institute SIGMA Sealed Insulating Glass Manufacturers Association SJI Steel Joist Institute PROJECr NO.96MI0 MATERIAL & EQUIPMENT 01600-4 , SMACNA Sheet Metal & Air Conditioning Contractors National Associ- ation TCA Tile Council of America UL Underwriters' Laboratories ' WWPA Western Wood Products Association ' END OF SECTION 1 PROJECr NO.960610 MATERIAL & EQUIPMENT 01600-5 SECTION 01700 CONTRACT CLOSEOUT ' PART 1 - GENERAL 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, ' Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this ' section will be determined in accordance with the provisions of the Supple- mentary General Conditions. ' C. This subcontractor shall review, in detail, all other sections of the construc- tion specifications affecting the work of this section of the Specifications. ' 1.02 FINAL CLEANING ' A. Unless otherwise specified under the various sections of the Specifications, the general contractor shall perform final cleaning operations as herein specified prior to final inspection. B. Maintain �'roect site free from accumulations of waste debris and rubbish project , caused by operations. At completion of work, remove waste materials, ' rubbish, tools, equipment, machinery and surplus materials, and clean all sight-exposed surfaces; leave project clean and ready for occupancy. C. Cleaning shall include all surfaces, interior and exterior, in which the general contractor has had access whether existing or new. D. Refer to sections of the Specifications for cleaning of specific products or work. E. Use only those materials which will not create hazards to health or property and which will not damage surfaces. F. Use only those cleaning materials and methods that are recommended by the manufacturer or surface material to be cleaned. PROJECT NO.960610 CONTRACT CLOSEOUT ' 01700-1 G. Employ experienced workmen, or professional cleaners, for final cleaning operations. H. Remove grease, mastic, adhesives, dust,.dirt, stains, fingerprints, labels, ' and other foreign materials resulting from performing the work from sight- exposed interior and exterior surfaces. I. Repair, patch and touch up surfaces marred by performing the work to 1 specified finish or to match adjacent surfaces. J. Polish glossy surfaces to a clear shine. ' K. The general contractor shall conduct an inspection of sight-exposed interior and exterior surfaces, and all work areas, to verify that the entire work is clean. L. Broom clean exterior paved surfaces and rake clean other surfaces of the ' grounds. Leave pipe and ducts aces plenums, furred spaces and the like clean of M. Lea P P spaces, P � P debris and decayable materials. ' finish r items previously finished b ' N. In cleaning items with manufacturer's fin s o t s p y y subcontractor, care shall be taken not to damage such manufacturer's or subcontractor's finish. In cleaning glass and finish surfaces, care shall be taken not to use detergents or other cleaning agents which may stain adjoin- ing finish surfaces. Any damage to finishes caused by cleaning operations shall be repaired by the contractor at his own expense. 1.03 RECORD DRAWINGS A. Record drawings shall consist of all the contract drawings. B. The general contractor and all subcontractors shall be required to maintain one set of record drawings, as the work relates to their sections of the specifications, at the site. C. The record drawings shall be stored and maintained in the general contractor's field office apart from other documents used for construction. The record drawings shall be maintained in a clean, dry and legible condi- tion and shall not be used for construction purposes. PROJECT NO.96W10 CONTRACT CLOSEOUT 01700-2 ' ' D. Record drawings, as submitted by the general contractor, shall be verified in the field by the Designer or his consultants. Verification by the Designer shall occur during the construction process and prior to the related work being completed and covered up. E. The record drawings shall be available at all times for inspection by the Owner's agents. All deficiencies noted shall be promptly corrected. F. The following information shall be indicated on the record drawings: 1. Record all changes, including change orders, in the locations, size, number and type both horizontally and vertically of all elements of the project which deviate from those indicated on all the contract drawings. 2. The tolerance for the actual location of utilities and appurtenances within the building to be marked on the record drawings shall be plus or minus two (2) inches. ' 3. The location of all PP underground utilities and appurtenances refer- enced enced to permanent surface improvements, both horizontally and vertically at ten (10) ft. intervals and at all changes of direction. 4. The location of all internal utilities and appurtenances, concealed by ' finish materials, including but not limited to valves, coils, dampers, vents, cleanouts, strainers, pipes, junction boxes, turning vanes, variable and constant volume boxes, ducts, traps, and maintenance devices. The location of these internal utilities, appurtenance, and devices shall be shown by offsets to the column grid lines on the ' drawings. 5. Each of the utilities and appurtenances shall be referenced by show- ing a tag number, area served, and function on the record drawings. G. At the end of each month and before payment for materials installed, the general contractor, his subcontractors and agents of the Owner shall review record drawings for purpose of payment. If the changes in location of all installed elements are not shown on the record drawings and verified in the field, then the material shall not be considered as installed and payment will be withheld. PROJECT NO.960610 CONTRACT CLOSEOUT 01700-3 H. Prior to the installation of all finish materials, a review of the record drawings shall be made to confirm that all changes have been recorded. All , costs to investigate such conditions shall be borne by the applicable party as determined by the Designer. I. At the completion of the contract, each subcontractor shall submit to the general contractor a complete set of his respective record drawings indicat- ing all changes. After checking the above drawings, the general contractor shall certify in writing on the title sheet of the drawings that they are complete and correct and shall submit the record drawings to the Designer. J. The Designer shall review the drawings and upon approval, shall authorize the general contractor to prepare reproducible drawings on cloth or mylar and one microfilm copy with two sets of prints to be used for the final inspection of the project. Inaccuracies in record drawings, as determined by the Owner may be grounds for postponement of the final inspection until such inaccuracies are corrected. 1.04 CONTRACT REQUIREMENTS & SUBMITTALS ' A. Final Inspection: 1. The general contractor shall submit written certification that: a. Project has been inspected for compliance with contract ' documents and has satisfied the Barnstable Building Depart- ment. b. Equipment and systems have been tested in the presence of Designer and are operational and satisfactory. , C. Project is completed, and ready for final inspection . 2. Barnstable Building Department Use & Occupancy Permit: a. Arrange for a Building Department final inspection and secure the signed Certificate of Inspection for Use and Occupancy from the Building Department. 1.05 PUNCH LIST PROJECr NO.960610 CONTRACT CLOSEOUT 01700-4 , A. The contractor shall supervise and direct the work using his best skill and attention. He shall be solely responsible for all construction means, meth- ods, techniques, sequences and procedures, and for coordinating all portions of the work under the contract. B. The contractor shall carefully check his own work and that of subcontractors as the work is being performed. Unsatisfactory work shall be corrected immediately. 1 C. During the finishing stages of the project, the contractor shall make frequent inspections with subcontractors and the Designer and/or Engineer so as to progressively check for and correct faulty work. D. When the contractor determines that he is substantially complete, that he has P less than one percent of his contract remaining to be completed, he shall prepare for submission to the Designer and/or Engineer a list of items to be completed or corrected. The failure to include any items on such list does not alter the responsibility of the contractor to complete all work in accor- dance with the contract documents. E. Upon receipt of the contractor's list of items to be completed or corrected, the Designer and/or Engineer will promptly make a thorough inspection and prepare a "punch list", setting forth in accurate detail any items on the contractor's list and additional items that are not acceptable. F. When the punch list has been prepared, the Designer and/or Engineer will arrange a meeting with the contractor and subcontractors to identify and explain all punch list items and answer questions on the work which must be done before final acceptance. ' G. If the contractor gives notice that a filed subcontractor has completed.his punch list items, the Designer and/or Engineer will inspect that portion of the work and, if the items are found to be satisfactorily completed, advise the contractor accordingly. H. 'The general contractor shall correct all punch list items or shall cause the correction of the punch list items within a time frame to be established when the punch list is made. The time frame for the completion of the punch list shall not exceed the completion date of the contract. Should the punch list not be completed within the specified time frame, the Owner may invoke the rights given under Article 2.4 of the General Conditions. i PROMCr NO.960610 CONTRACT CLOSEOUT 01700-5 1.06 GUARANTEES & WARRANTIES A. Submit to the Designer all.extended guarantees and warranties that have been specified in various, individual sections of the Specifications. END OF SECTION PROJECT NO.MM10 CONTRACT CLOSEOUT 01700-6 SECTION 01800 LABOR REGULATIONS 1.01 MINIMUM MINORITY PERCENTAGES A. The following minimum minority percentages are applicable as per Article 14 of the General Conditions. Location Not Less Than Boston: Impact Area (Jamaica Plain (part), Mattapan, South Cove, Chinatown, Bay Village, Roxbury, Dorchester, South End) 30% Boston: Other Areas 10% Cambridge: 12% New Bedford: 18% Springfield: 10% ' All other cities & towns: 5% B. These percentages shall apply to the Contractor and to all subcon- tractors, regardless of tier, for all on-site work. 1.02 WAGE RATES A. The rate per hour to be aid to mechanics apprentices, teamsters P P � PP chauffeurs, and laborers employed on the Work shall not be less than the rate of wages in the attached "Minimum Wage Rates" as determined by the Commissioner of Labor and Industries. This schedule shall continue to be the minimum rate of wages for said employees during the life of this contract. B. Keep posted on the site a legible copy of said schedule. Keep on file the wage rates and classifications of labor employed on this Work in order that they may be available for inspection by the Awarding Authority, Administrator or the Architect. 1 LABOR REGULATIONS PROJHCr NO.960610 01800-1 C. Apprentices employed pursuant to this determination of wage rates must be registered and approved by the State Apprenticeship Council wherever rates for journeymen or apprentices are not listed. D. Pay reserve police officers employed on the Work, the prevailing rate of wages paid to regular police officers as required by MGL 649, sec.34B, as amended. Such police officers shall be covered by Workmen's Compensation Insurance and Employers Liability j Insurance by the Contractor. LABOR REGULATIONS PROIECr NO.96MI0 O 1800-2 ' THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR AND INDUSTRIES Division of Statistics MINIMUM WAGE RATES AS DETERMINED BY THE COMMISSIONER UNDER THE PROVISIONS OF THE MASSACHUSETTS GENERAL LAWS, CHAPTER 149, SECTIONS 26 TO 27H DESCRIPTION OF WORK: MASONRY ADDITION TO FIRE ACADEMY COUNTY PROJECT CONTRACT NO. CITY/TOWN: BARNSTABLE ,AWARDING AUTHORITY: BARNSTABLE COUNTY JOB LOCATION: CAMPUS DR. Total Total Total Classification Date Rate Date Rate Date Rate ASBESTOS REMOVER - LABORER 06/01/96 27.200 12/01/96 2.7.450 BESTOS WORKER (PIPES & TANKS) 09/01/95 29.210 BARCO-TYPE JUMPING TAMPER 06/01/96 25.450 12/01/96 25.700 FBOILERMAKER 10/01/95 33.480 10/01/96 33.600 BRICKLAYER/MASON/WATERPROOFER/PLASTERER 02/01/96 36.360 08/01/96 37.060 02/01/97 37.160 08/01/97 37.910 02/01/98 38.060 CAISSON & UNDERPINNING BOTTOM MAN 06/01/96 27.300 12/01/96 27.650 LAISSISSON & UNDERPINNING LABORER 06/01/96 26.300 12/01/96 26.650 ON & UNDERPINNING TOP MAN 06/01/96 26.300 12/01/96 26.650 CARBIDE CORE DRILL OPER. 06/01/96 25.450 12/01/96 25.700 CARPENTER 08/01/95 26.560 08/01/96 27.560 CARPENTER/COMM(WOOD<4 STORIES)NEW CONST. 08/01/94 17.670 CARPENTER/RES(WOOD< 4 STORIES)NEW CONST. 08/01/94 16.170 CEMENT FINISHER TENDER 06/01/96 25.200 12/01/96 25.450 �HAIN SAW OPER. 06/01/96 25.450 12/01/96 25.700 CONCRETE PUMP OPERATOR 06/01/96 25.450 12/01/96 25.700 DELEADER 08/01/93 21.070 LIVER 08/01/95 40.560 08/01/96 40.560 IVER TENDER 08/01/95 31.650 08/01/96 32.850 ELECTRICIAN 09/01/93 30.740 LEVATOR CONSTRUCTOR 04/01/96 37.010 LEVATOR CONSTRUCTOR HELPER 04/01/96 27.720 FLAGGER & SIGNALER 06/01/96 19.300 12/01/96 19.550 FLOORCOVERER 08/01/94 27.110 ORK LIFT/CHERRY PICKER/BOBCAT 12/01/95 33.420 OUR & FIVE AXLE EQUIPMENT DRIVER 12/01/95 26.750 GENERATOR/LIGHTING PT_P»IT/HEATERE 12/01/95 23.5G0 ,GLAZIER 09/24/94 27.800 HAZARDOUS WASTE LABORERS 06/01/96 27.200 12/01/96 27.450 INSULATOR (PIPES & TANKS) 09/01/95 29.210 IRONWORKER 01/01/92 29.630 JACKHAMMER & PAVING BREAKER OPER. 06/01/96 25.450 12/01/96 25.700 CH. SWEEPER OPERATOR (ON CONST. SITES) 12/01/95 33.270 MORTAR MIXER 06/01/96 25.450 12/01/96 25.700 ULTI-TRADE TENDER 06/01/96 25.200 12/01/96 25.450 PANEL & PICKUP TRUCKS DRIVER 12/01/95 26.390 THIS WAGE SCHEDULE SHALL BE POSTED AT THE WORK SITE Failure of the employer to pay the minimum hourly wage .rate on public works projects is a violation of M.G.L. c149. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices, 100 Cambridge St. , Boston, MA 02202; Tel: (617) 727-3476. REVISED: 06/18/96 BARNSTABLE PAGE: 1 ' LABOR REGULATIONS 01800-3 THE COMMONWEALTH OF MASSACHUSETTS , DEPARTMENT OF LABOR AND INDUSTRIES Division of Statistics MINIMUM WAGE RATES AS DETERMINED BY THE COMMISSIONER UNDER THE PROVISIONS OF THE MASSACHUSETTS GENERAL LAWS, CHAPTER 149, SECTIONS 26 TO 27H DESCRIPTION OF WORK: MASONRY ADDITION TO FIRE ACADEMY COUNTY PROJECT CONTRACT NO. CITY/TOWN: BARNSTABLE AWARDING AUTHORITY: BARNSTABLE COUNTY JOB LOCATION: CAMPUS DR. Total Total Total Classification Date Rate Date Rate Date Rate PILE DRIVER 08/01/95 29.610 08/01/96 30.810 PRE-CAST FLOOR & ROOF PLANK ERECTOR 06/01/96 25.950 12/01/96 26.200 READY-MIX CONCRETE DRIVER 05/01/91 18.970 RIDE-ON MOTORIZED BUGGY OPER. 06/01/96 25.450 12/01/96 25.700 SPECIALIZED EARTH MOVING EQUIP < 35 TONS 12/01/95 26.850 SPECIALIZED EARTH 'MOVING EQUIP > 35 TONS 12/01/95 27.140 SWEEPER (NON-CONSTRUCTION) 07/01/95 20.880 07/01/96 21.280 TELECOMMUNICATION TECHNICIAN 11/01/95 .21.230 TEST BORING DRILLER 06/01/96 27.650 12/01/96 28.000 TEST BORING DRILLER HELPER 06/01/96 26.370 12/01/96 26.720 TEST BORING LABORER 06/01/96 26.300 12/01/96 26.650 THREE-AXLE EQUIPMENT DRIVER 12/01/95 26.630 TRAILERS FOR EARTH MOVING EQUIPMENT 12/01/95 27.430 TREE TRIMMER 02/01/96 12.230 TREE TRIMMER GROUNDMAN 02/01/96 11.570 TUNNEL WRK.- COMPRESSED AIR 06/01/96 35.980 12/01/96 36.330 TUNNEL WRK.- COMPRESSED AIR (HAZ. WASTE) 06/01/96 37.980 12/01/96 38.330 TUNNEL WRK.- FREE AIR 06/01/96 28.050 12/01/96 28.400 TUNNEL WRK.- FREE AIR (HAZ. WASTE) 06/01/96 30.050 12/01/96 36.400 TWO-AXLE EQUIPMENT DRIVER 12/01/95 26.630 VAC-HAUL 12/01/95 26.850 WAGON DRILL OPERATOR 06/01/96 25.450 12/01/96 25.700 AIRTRACK OPERATOR 06/01/96 25.950 12/01/96 26.200 ASPHALT RAKER 06/01/96 25.450 12/01/96 25.700 BLOCK PAVERS, RAMMERS & CURB SETTERS 06/01/96 25.950 12/01/96 26.200 CARPENTER TENDER 06/01/96 25.200 12/01/96 25.450 FENCE & GAURD RAIL ERECTOR 06/01/96 25.450 12/01/96 25.700 HYDRAULIC DRILLS 06/01/96 25.950 12/01/9.6 26.200 LABORER 06/01/96 25.200 12/01/96 25.450 LASER BEAM OPERATOR 06/01/96 25.450 12/01/96 25.700 MASON TENDERS 06/01/96 25.450 12/01/96 25.700 PIPELAYERS 06/01/96 25.450 12/01/96 25.700 PNEUMATIC DRILL OR TOOL OPERATOR 06/01/96 25.450 12/01/96 25.700 POWDERMEN & BLASTERS 06/01/96 26.200 12/01/96 26.450 WRECKING LABORERS 06/01/96 25.200 12/01/96 25.450 THIS WAGE SCHEDULE SHALL BE POSTED AT THE WORK SITE Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L. 'c149. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices, 100 Cambridge St. , Boston, MA 02202; Tel: (617) 727-3476. REVISED: 06/18/96 BARNSTABLE PAGE: 2 LABOR REGULATIONS 01800-4 ' f THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR AND INDUSTRIES Division of Statistics MINIMUM WAGE RATES AS DETERMINED BY THE COMMISSIONER UNDER THE PROVISIONS OF THE MASSACHUSETTS GENERAL LAWS, CHAPTER 149, SECTIONS 26 TO 27H DESCRIPTION OF WORK: MASONRY ADDITION TO FIRE ACADEMY PCOUNTY PROJECT CONTRACT NO. CITY/TOWN: BARNSTABLE ARDING AUTHORITY: BARNSTABLE COUNTY JOB LOCATION: CAMPUS DR. Total Total Total classification Date Rate Date Rate Date Rate LRBLE & TILE FINISHERS 01/01/96 31.400 07/01/96 31.520 01/01/97 32.080 07/01/97 32.160 01/01/98 32.760 07/01/98 32.880 LE MASONS,TILELAYERS & --TERRAZZO MECH 01/01/96 36.150 07/01/96 36.300 01/01/97 37.000 07/01/97 37.100 01/01/98 37.850 07/01/98 38.000 ERRAZZO FINISHERS 01/01/96 35.050 07/01/96 35.200 01/01/97 35.900 07/01/97 36.000 01/01/98 36.750 07/01/98 36.900 tILLWRIGHT 08/01/94 31.560 'BSPHALT/CONCRETE/CRUSHER PLANT-ON SITE 12/01/95 33.420 ACKHOE/FRONT-END LOADER/DOZERS 12/01/95 33.420 BULLDOZER/GRADER/SCRAPER 12/01/95 33.270 COMPRESSOR OPERATOR/WELDER 12/01/95 28.550 FIREMAN (ASST. ENGINEER) 12/01/95 30.770 HOISTING ENGINEER/CRANES/GRADALLS 12/01/95 33.270 MECHANICS MAINTENANCE 12/01/95 33.270 I OILER (TRUCKS,CRANES,GRADALLS) 12/01/95 27.090 OILER(OTHER THAN TRUCKS,CRANES,GRADALLS) 12/01/95 25.730 OTHER POWER DRIVEN EQUIPMENT - CLASS II 12/01/95 33.270 OWER SHOVEL/DERRICK/TRENCHING MACHINE 12/01/95 33.420 PUMP OPERATOR (GROUT,CONCRETE ECT. ) 12/01/95 28.550 OLLER/SPREADER/MULCHING MACHINE 12/01/95 33.270 TRACTORS/PORTABLE STEAM GENERATORS 12/01/95 33.270 FIELD ENG. - INST. PERSON (BLDGS. ONLY) 05/01/96 32.500 FIELD ENG. - ROD PERSON (BLDGS. ONLY) 05/01/96 25.660 FIELD ENG.-CHIEF OF PARTY (BLDGS. ONLY) 05/01/96 33.320 BRIDGE PAINTING 01/01/96 37.110 07/01/96 37.610 01/01/97 38.110 BRUSH - NEW CONST. / TAPER 01/01/96 30.850 07/01/96 31.350 01/01/97 31.850 - REPAINT / TAPER 01/01/96 28.910 07/01/96 29.410 01/01/97 29.910 ,BRUSH SPRAY OR SANDBLAST - NEW CONST. 01/01/96 31.850 07/01/96 32.350 01/01/97 32.850 SPRAY OR SANDBLAST - REPAINT 01/01/96 29.910 07/01/96 30.410 01/01/97 30.910 (PLUMBER & PIPEFITTER 03/01/96 30.760 ROOFER / WATERPROOFER / DAMPROOFER 08/01/95 29.860 'THIS WAGE SCHEDULE SHALL BE POSTED AT THE WORK SITE Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L. c149. Employees not receiving such rates should report the violation to the Office of ,Fair Labor and Business Practices, 100 Cambridge St. , Boston, MA 02202; Tel: (617) 727-3476. 'REVISED: 06/18/96 BARNSTABLE PAGE: 3 LABOR REGULATIONS 01800-5 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR AND INDUSTRIES Division of Statistics MINIMUM WAGE RATES AS DETERMINED BY THE COMMISSIONER UNDER THE PROVISIONS OF THE MASSACHUSETTS GENERAL LAWS, CHAPTER 149, SECTIONS 26 TO 27H DESCRIPTION OF WORK: MASONRY ADDITION TO FIRE ACADEMY COUNTY PROJECT CONTRACT NO. CITY/TOWN: BARNSTABLE AWARDING AUTHORITY: BARNSTABLE COUNTY , JOB LOCATION: CAMPUS DR. Total Total Total Classification Date Rate Date Rate Date Rate SLATE / TILE / PRECAST CONCRETE ROOFER 08/01/95 29.860 SHEETMETAL WORKER 04/01/96 28.740 SPRINKLER FITTER 04/01/93 29.850 THIS WAGE SCHEDULE SHALL BE POSTED AT THE WORK SITE Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L. c149. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices, 100 Cambridge St. , Boston, MA 02202; Tel: (617) 727-3476. REVISED: 06/18/96 BARNSTABLE PAGE: 4 LABOR REGULATIONS 01800-6 COMMONWEALTH OF MASSACHUSETTS Department of Labor & Industries Division of Apprentice Training Minimum wage rates for apprentices employed on public works projects are listed below as a percentage of the pre-determined hourly wage Rate ' established by the COMMISSIONER under the provisions of the Massachusetts General Laws, Chapter 149, Sections 26 through 27D, as amended. All apprentices must be registered with the Division of Apprentice Training in accordance with Mass. G.L. Chapter 23, Sections 11E-11L. All steps are 6 months (1000 hours) unless otherwise specified. 1 Location: BARNSTABLE Percentage at STEP Classification Ratio* 1 2 3 4 5 6 7 8 9 10 ASBESTOS WORKR 45 45 55 55 70 70 80 80 BOILERMAKER 01:05 60 65 70 75 80 85 90 95 BRICK/PLASTER 01:05 40 50 60 70 80 90 95 Steps 1, 2 are 500 hrs; rest are 1000 hrs. CARPENTER 01:05 40 45 50 55 60 65 70 75 ELECTRICIAN 01:03 40 45 50 55 60 65 70 80 GLAZIER 50 56 63 70 76 82 88 95 ' HOIST/PORT. ENG. 01:05 55 65 65 75 75 80 85 90 IRONWORKER 01:07 60 70 75 80 85 90. LINEMAN 60 65 70 75 80 85 90 MILLWRIGHT 01:05 45 50 55 60 65 70 75 80 PAINTER 01:05 35 40 45 50 55 60 70 80 Steps are 4.5 months each PLUMB/PIPEFITTR 01:05 30 35 40 45 50 55 60 65 ROOFER 01:05 40 45 50 55 60 65 70 75 SHEET METAL WKR 01:04 37 40 50 60 65 75 85 T Steps 1,2,3 are 1 yr; rest are 6 mo. 1 SIGNPAINTER 01:03 50 55 60 70 75 80 85 90 SPRINKLR FITTR 60 63 69 72 75 78 81 84 87 90 TELECOMMUNICATION TECH 40 45 50 55 60 65 75 80 1 1 1 * Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof. ** Multiple ratios are listed in comment field. Revised: June 18, 1996 ' LABOR REGULATIONS 01800-7 Commonivicalth of fflassarhusdts DEPARTMENT OF LABOR AND INDUSTRIES ' DIVISION OF OCCUPATIONAL STATISTICS 0 100 CAMBRIDGE STREET, 11 TH FLOOR BOSTON, MASSACHUSETTS 02202-0003 ROBERT J. PREziOSO TES_: (617) 727-3593 Director FAX: (617) 727-0726 NOTICE TO AWARDING AUTHORITY Pursuant to Massachusetts General Laws, chapter 149, sections 26 and 27, the , Commissioner of Labor determines the Prevailing Wage Rates on all public works projects. The enclosed rates apply only to the specific project listed on the wage schedule. These rates are in effect for 90 days from the date of issue. All projects not bid within 90 days will require the awarding authority to request new Prevailing Wage Rates. Once a project has been bid,the Prevailing Wage Rates included will apply for the duration of any contracts which result from the bid. FINAL CLEAN-UP OF PUBLIC WORKS PROTECTS Please be advised that Prevailing Wage Rates as determined by the Commissioner of Labor- in accordance.with M.G.L. chapter 149, sections 26 and 27- apply to all phases of the project including the final clean-up of the project. Contractors whose only role is to perform final clean-up are bound by this requirement. The labor rate is the Prevailing Wage Rat that must be paid to those individuals laborers e g_ g e who perform final clean-up of the project. That rate can be found on the wage schedule issued for the project. ' CONTRACTORS - CAUTION Registering your apprentice with the licensing board does not, in itself, allow you , to use your apprentice on a prevailing wage job at the reduced apprentice rate. State law requires that the contractor register (indenture) each apprentice with the Department of Labor and Industries, Division of Apprentice Training, in order to qualify , for prevailing wage work. For further information, please contact: THE DEPARTMENT OF LABOR & INDUSTRIES DIVISION OF APPRENTICE TRAINING 100 CAMBRIDGE ST., 11TH FLOOR BOSTON, MA 02202 TELEPHONE: (617) 727-3487 LABOR REGULATIONS 01800-8 I . WEEKLY PAYROLL RECORDS REPORT & STATEMENT OF COMPLIANCE In accordance with Massachusetts General Law c149, §27B, a true and accurate record must be kept of all persons employed on the public works project for which the enclosed rates have been provided. A Payroll Form has been printed on the reverse of this page and includes all the information required to be kept by law. Every contractor or subcontractor is required to keep these records and preserve them for a period of three years from the date of completion of the contract. In addition, every contractor and subcontractor is required to submit a copy of their weekly payroll records to the awarding authority. This is required to be done on a weekly basis. Once collected, the awarding authority is also required to preserve those records for three,years. In addition, each such contractor, subcontractor or public body shall furnish to the Department of Labor &Industries within fifteen days after completion of its portion of the work a statement, executed by the contractor, subcontractor or public body who supervises the payment of wages, in the following form: STATEMENT OF COMPLIANCE , 19 (Name of signatory party) (Title) do hereby state: That I pay or supervise the payment of the persons employed by on the (Contractor, subcontractor or public body) (Building or project) and that all mechanics and apprentices, teamsters, chauffeurs and laborers employed on said project have been paid in accordance with wages determined under the provisions of sections twenty-six and twenty-seven of chapter one hundred and forty nine of the General Laws. Signature Title ' OF LABOR &1NDUS17M 100 CAMBRIDGE STREET, I ITH FL., BOSTON, MA. 02202 DEPARTMENT , LABOR REGULATIONS 01800-9 II I WEEKLY PAYROLL REPORT FORM Company Name: Prime Contractor Project Name: a Subcontractor List Prime Contractor: Awarding Auth. : Employer Signature: Work Week Ending: Print Name & Title: ❑ Final Report A B F G ( ) ( ) Employer Contributions [B+C+D+E] (A*F) Hourly Hours Worked Hourly (C) (D) (E) Total Weekly Employee Name Work Tot. Base Health & Supp. Wage Total & Address Classification S M T W T F S Hrs. Wage welfare Pension Onemp. (prev wage) Amount r- a w O O ; � M O C Or O H _ MMMWMMMMMMA O NOTE: Every contractor and subcontractor is required to submit a copy of their weekly payroll records to the awarding authority. rr rr rr rr ■r rr r� r r .r, r �r rr r �r rr r r� r� i SECTION 02050 DEMOLITION 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the specifications. rB. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplemen- tary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction . Specifications affecting the work of this section of the Specifications. 1.02 SCOPE A. Work Included: Provide labor, materials and equipment necessary to complete the work of this section and without limiting the generality thereof includes: 1. Remove existing steel shutters and mason as shown on drawings or as masonry g required for the performance of this project. 2. The contractor shall refer to the drawings for the extent of work in g o any particular area. 3. The contractor is advised that existing job site conditions may vary from existing drawings and that he is to verify all existing field condi- tions. 4. It is not the intent herein to describe all the items and work to be removed or required under this section. The contractor shall assure himself that all of the work to be removed, not otherwise specified herein but shown on the drawings shall be removed under this section at no additional cost to the Owner. 5. The contractor shall also examine all sections of the specifications and I familiarize himself with their provisions regarding the removal of existing items and work. He shall understand that all items and work not specifically mentioned to be removed by the requirements of other i PROJECT NO.Ito DEMOLITION 02050-1 sections of these specifications shall be removed and legally disposed of as part of the work under this section. ' 6. All existing q materials requited to be removed to allow for the installa- tion of new materials and finishes shall be done in a manner which will leave existing conditions as required by new material manufacturer's directives. 7. All loose paint shall be removed and existing surfaces left suitable to receive specified finishes as per approved manufacturer's directives. . 8. HVAC, electrical and plumbing subcontractors shall deactivate all equipment and lines scheduled for removal or demolition. Any capping or by-pass work required shall be by appropriate subcontractor. General contractor shall remove or demolish and legally dispose of equipment and materials once they have been deactivated. B. Referenced Drawing: Work shall be performed as shown on drawings num- bered: T-1, A-1 thru A-4 and S-1. C. Related Sections: Summary of Work: Section 01010. 1.03 TEMPORARY PROTECTION A. Damage to existing buildings or adjacent site caused by inadequacy of tempo- rary protection shall be the responsibility of the contractor. B. The contractor shall comply with all safety requirements of the Commonwealth , of Massachusetts, and local applicable regulatory agencies. In addition, the contractor shall provide for the safety of all persons by means of suitable barricades with danger signs and warning lights to keep unauthorized personnel out of dangerous areas at all times. 1.04 USE OF PREMISES A. All apparatus, storage and the operation of workmen in connection with activities under this section shall be confined to limits of the contract as shown on the drawings or as directed by the Owner. B. All trucks, carrying loose, dry material such as debris, broken concrete block, r PROJECT NO.%0610 DEMOLITION 02050-2 1 1 plaster, etc. shall be covered by tarpaulins to prevent blowing away or spillage of contents. All spillage of whatever nature shall be promptly taken up and removed. r1.05 CUTTING & PATCHING OF EXISTING WORK 1 A. Except as specifically noted herein to be accomplished by a particular.subcon- tractor, the contractor shall perform all cutting, fitting and patching required to make the several parts of the work whether new or existing, fit together properly and shall not endanger any work by cutting, excavating or altering the work or any part thereof. B. Coring and drilling required by a particular subcontractor for the installation of new piping and conduit shall be accomplished by the subcontractor requiring the coring and drilling. ' requirements, upon written instructions of the Architect C. In addition to contract eq p , the contractor shall (1) uncover work to provide Architect observation of cov- ered work, (2) remove samples of installed materials for testing and (3) remove work to provide for alteration of existing work, except where specifi- cally noted herein to be performed by a particular subcontractor. r D. Prior to cutting, provide shoring, bracing and support as required to maintain structural integrity of existing structure. Provide protection for other portions of the project and protection from the elements. E. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes. F. Execute cutting and demolition by methods which will prevent damage to other work and will provide proper surfaces to receive installation of repairs and new work. ' G. Restore work which has been cut or removed. Install new products to provide completed work in accordance with requirements of contract documents. ' H. Materials for replacement work shall comply with specifications for type of work to be performed. 1.06 RELOCATED & SALVAGEABLE MATERIALS & EQUIPMENT r PROJF=NO.%0610 DEMOLITION 02050-3 1 A. Materials and equipment required to be relocated shall be carefully removed, protected, transported, set-in-place and reconnected (if required) in locations indicated on the contract documents. Existing materials and equipment damaged in the process or relocation shall be repaired and refinished, or replaced, depending on the extent of damage. B. Prior to removal of existing materials and equipment, the Owner will select those particular items which shall remain his property and which shall be stored by the contractor. Materials and equipment designated to remain the property of the Owner, but not designated to be relocated, shall be carefully , removed, protected, transported, and stored as directed within the contract limit lines. C. All other materials and not designated to be relocated or stored, equipment g resulting from the demolition and alteration work shall become the property of the contractor, and shall be removed from the site and disposed of. , 1.07 SCHEDULING OF ALTERATION & DEMOLITION WORK A. The contractor shall prepare a construction schedule and submit it with the progress schedule. The construction schedule shall show, in considerably more detail the proposed sequence of operations work, with articular empha- sis P q P P P sis on coordination of removal of existing work. 1.08 PRECAUTIONS FOR THE REMOVAL OF EXISTING WORK A. Debris shall not be allowed to accumulate and shall be sprinkled (as specified , and approved by the,Architect) during handling and loading. 1.09 PREPARATION & WORKMANSHIP FOR THE REMOVAL OF EXISTING WORK A. Except as otherwise specified elsewhere in other sections of the specifications, P P1 demolition work and cleaning up shall be the work of,the contractor. If any item of work is not specifically designated to be accomplished by a particular subcontractor, it shall be considered work of the contractor. B. Where new work joins or abuts existing work, cutting shall be carefully and , accurately done true to lines indicated. PROJECr NO.960610 DEMOLITION 02050-4 i 1 C. All existing work scheduled to remain shall be replaced or restored to match adjacent construction and finishes. ' 1.10 CLEANING UP A. At the completion of work, all rubbish, debris, waste materials and salvaged materials from and about the building and all tools, scaffolds, apparatus and appliances used in connection with work under this section shall be removed by the contractor, and the premises shall be left in clean condition to make ' ready for the addition and alteration work as described under other sections of the specifications. B. Refer to Section 01710 - Cleaning Up for additional information regarding cleaning up during construction and final cleaning. ' 1.11 UNDERPINNING A. The general contractor is solely responsible for the design, fabrication, and installation of all shoring, sheeting and underpinning-required to maintain the existing building foundations in their present location without settlement or distress. To this end the general contractor should anticipate that small ' exploratory excavations may be required to determine the nature and extent of the existing foundations and the characteristics of the supporting soil below. The contract drawings do not purport to describe the specific condition of any existing foundation. B. The general contractor should include in his estimate the services of a regis- tered engineer, experience in this work, to evaluate and design the specific method of foundation support and underpinning. The general contractor I should anticipate that the excavation, shoring, and underpinning below the present ground floor level may have to be installed in small sections, necessi- tating hand excavation and lagging. END OF SECTION FROJECrNO.Rio DEMOLITION 02050-5 SECTION 02200 ' EARTHWORK ' 1.01 GENERAL A. The General Documents listed in the Index, including the General ' Conditions, Supplementary General Conditions, and General Require- ments are hereby made an integral part of this section of the Spec- ifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the ' Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Con- struction Specifications affecting the work of this section of the Specifi- cations. ' 1.02 SCOPE ' A. The scope of work, without limiting the generality thereof, consists of furnishing all labor, materials, plant, transportation, equipment, acces- sories, appurtenances, and services necessary and/or incidental to the ' proper completion of all site work shown on the drawings, described in the specifications or as reasonably inferred from either, in the opinion of the Architect as being required, and includes: 1. Dewatering. 2. Gravel borrow. ' 3. Site grading. 4. Excavating and backfilling. 5. Trenching for all utilities. ' 6. Rock removal. 7. Soil compaction control. 8. Dust control. 9. Unanticipated subsurface conditions. 10. Sheathing. ' PROJECT NO.%0610 EARTHWORK 02200-1 11. Final survey. 12. Shoring and bracing. B. Referenced .Drawings: Work shall be performed as shown on drawings numbered: T-1, A-1 thru A-4 and S-1. 1.03 BENCH MARKS, LINES & GRADES A. The general contractor shall employ, within the contract price, a competent civil engineer, registered in Massachusetts, who shall per- form the following work: 1. Establish grade lines for the project. 2. Establish all lines and grades for the work, and verify all loca- tions, property lines, work lines, and other dimensioned points indicated on the contract drawings for the existing site. 3. Submit to the Owner a written confirmation of locations of all lines, and any discrepancies between conditions and locations as they actually exist and those indicated on the contract drawings. Such confirmation shall bear the engineer's registration stamp , and signature. 1.04 FINISHED GRADES , A. The words "finished grades", as used herein, mean the required final , grade elevations indicated on the drawings. Where not otherwise directed, areas outside of buildings shall be given uniform slopes to the existing grades, except that vertical curves or roundings shall be ' provided at abrupt change: in the slope. 1.05 DISPOSITION OF UTILITIES ' A. Conform to the requirements of the Commonwealth of Massachusetts, the Town of Barnstable and other authorities or corporations having ' jurisdiction over the existing utilities and notify the appropriate officials in advance of performing the work on active utilities. Obtain written permission to perform the work prior to commencing same. Protect active utilities from damage and remove or relocate only as indicated or PROJECT NO.960610 EARTHWORK , 02200-2 } specified. If, in the progress of the work, any utility should become ' damaged and result in any damage to public or private property, the general contractor shall restore to the original condition, at no addition- al cost to the Owner, anything which has been damaged or disturbed. B. Should an utility y ut ty be in the work, which is not indicated on the drawings, notify the Architect and the Owner in writing and ' requisition disposition for same before proceeding to perform any work on same. ' C. Remove, plug, and cap inactive utilities and utilities which have been disconnected and which are not specified to be capped under another ' section. 1.06 WORK IN EXISTING ROADWAYS OR WALKWAYS A. Notify the appropriate officials at least 7 calendar days in advance of commencing any work in roadways and pay for and obtain all required permits to perform this work. Perform all work in the roadways in a manner required by the authorities having jurisdiction. B. Do not close or obstruct any roadways or sidewalks unless and until ' they have been discontinued by the appropriate authority. No materials whatsoever shall be placed or stored in the roadways. Conduct all operations to interfere as little as possible with the use of ordinarily made of roads, driveways, sidewalks, or other facilities near enough to the work to be affected thereby. ' 1.07 PERMITS & CODES A. Fees for all permits and licenses required by the Town of Barnstable will be waived. ' B. Comply with all applicable codes, ordinances, rules, regulations, and laws of all local, municipal and state authorities having jurisdiction over the work, without additional cost to the Owner. 1.08 DUST CONTROL ' PROJJ=NO.96MI O EARTHWORK 02200-3 1 A. Employ all methods and materials required to effectively control dust created by the work of this contract. ' B. Wet down thoroughly all work during demolition to prevent spread of dust. Provide all water distribution and pay all costs for water distribu- tion including pipe, piping, operating labor, relocation and removal. C. Treat all filled or stripped areas, and all unpaved roadways with water ' and/or approved chemicals to prevent spread of dust. 1.09 PROTECTION & RESTORATION ' A. Protect all existing site features, curbing and other improvements, structures and utilities which are to remain. B. Restore all existing construction (scheduled to remain) disturbed by work under this contract. Such restoration shall be performed in a manner approved by the Architect. 1.10 SAMPLE & TESTING ' A. All fill materials and their placement shall be subject to quality control ' testing. All work shall conform to the placing and compaction mois- ture control requirements determined by these tests. B. Provide samples of each fill material from the proposed sources of P P P supply. Allow sufficient time for testing and evaluation of results before material is needed. Submit samples from alternate sources if ' required. Architect will be sole and final judge of suitability of all material. C. Do not use materials in question pending test results. Remove rejected , q P g J materials and replace with new acceptable materials, whether in stock- piles or in place. ' D. Maximum density and optimum water content shall be determined for each type of fill in accordance with ASTM D1557, Method D. In , place density of natural soil base and each subsequent layer shall be PROJECT'NO.WM10 EARTHWORK ' 02200-4 a determined in accordance with ASTM D1556. Number of density tests ' per layer shall be as determined by Architect. ' 1.11 REMOVAL OF EXISTING ITEMS A. Break up and completely remove from the site all existing paving, ' foundations, slabs, drainage structure and piping, etc. designated on the drawings to be removed or which interferes with new work. 1.12 FILL MATERIALS A. Crushed stone shall be washed stone free of organic materials, fines and dusts. Gradation and durability shall conform to ASTM C33, 3/4" to 1-1/2". ' B. Gravel fill (or structural fill) shall be clean, well graded sand and gravel, meeting the following gradation requirements: ' U.S. Bureau of Standards % Dry Wgt. Passing Indicated Sieve Sieve Size and No. Maximum Min. ' 4" 100 100 1" 100 60 ' No. 4 85 25 No. 16 60 10 No. 50 30 4 ' No. 200 5 0 ' C. Ordinary fill shall meeting the following requirements: 1. It shall be a natural inorganic soil, well graded and free from all organic or other weak or compressible materials and of any frozen materials and contain no stone larger than 4" in maxi- mum dimension, except that fill and backfill used around pipes shall contain no stone larger than 1". 2. It shall be of such nature and character that it can be dried and ' f%OJWr NO.%0610 EARTHWORK 02200-5 1 compacted in a reasonable length of time, which shall not undu- ly interfere with the progress of construction. ' 3. It shall be free of all expansive materials, such as highly plastic clays, of all materials subject to decay, decomposition or disso- lution, and of cinders or other similar material. 4. It shall have a minimum dry density of 110 pounds per cubic ' foot. 5. It shall contain no more than 30% by weight passing the No. , 200 sieve. 6. Material from excavation on the site may be used as ordinary , fill only if it meets the above requirements. D. Sand for pipe beds sha11 be sand borrow as specified in Section , M1.04.0 of the S.S.H.B. (1967) Specification for type (a) with a maximum particle size of 1/4". E. Impervious fill shall be well-graded, natural inorganic soil approved by the Architect and meeting the following requirements: , 1. It shall be free of organic or other weak or compressible materi- als, of frozen materials and of stones larger than 6" in maxi- ' mum dimension. 2. It shall be of such nature and character that it can be compared ' to the specified densities in a reasonable length of time. 3. It shall be free of highly plastic clays, of all materials subject to , decay, decomposition or dissolution, and of cinders or other materials which will corrode piping or metal. 4. It shall have a maximum dry density of 100 pounds per cubic foot. 5. It shall have a maximum in place coefficient of permeability of PROJECT No.%0510 EARTHWORK ' 02200-6 less than .001 cm per sec. 1 6. Materials from excavation on the site may be used as ordinary fill only if it meets the above requirements. F. Furnish and place all fill of every kind required under this contract where excavated and stockpiled materials are insufficient or unsuitable for filling work. Contractor shall provide additional suitable material from off-site source at no extra cost to the Owner. 1.13 EXCAVATION A. In general, the general contractor will be permitted to use machine excavation, except that the final 6" under footings, foundations, slabs and in trenches shall be by hand with hand shovels. B. When excavations have reached the prescribed depths (as shown on the P P drawings),the Architect shall be notified and will make an inspection of the conditions. After inspection, the contractor will receive notifica- tion-to proceed if bearing conditions meet the Architect's approval. C. All unsuitable material inside the building lines and under exterior walls, steps and paved areas shall be completely removed. Unsuitable materials shall include the following: ' 1. Topsoil and loam contractor shall stockpile on site for Owner's P � P disposition. ' 2. All peat, organic soil, or soil containing sod, roots or any other materials subject to decomposition or decay. ' 3. All soft, spongy or compressible soil. 4. All fills of any character whatever, including those around and under discontinued utilities. 5. Cinders. D. If any part of the excavation be carried through error beyond the depth and dimensions indicated on the drawings or specified herein, the con- tractor shall, at his own expense, furnish and install concrete or struc- tural fill as directed by the Architect. PROJECT NO.96W10 EARTHWORK 02200-7 II E. Frost protection make no excavations to the full depth indicated when freezing temperatures may be expected. Protect the bottom of the ' excavation from frost if placing of concrete is delayed. Should protec- tion fail, remove frozen materials and replace with concrete or gravel fill, as directed and at the expense of the contractor. ' F. Provide, maintain and operate pumps and related equipment, including standby equipment, of sufficient capacity to keep all excavations free of i all water at all times and under any and all contingencies that may arise until the structures attain their full strength. G. Maintain groundwater in the bearing strata at a safe level at all times by methods which prevent loss of fines or other disturbance to these , strata. If the methods employed have not been adequate and the bearing value of the soil has been reduced, remove disturbed soil as directed and replace with compacted gravel or concrete at the expense of the contractor. H. Excavation for buildings, utility structures and walls: Excavate to specified elevations, grades and dimensions plus ample space for constructing operations and inspections of excavation bases and founda- tions. Footings and foundations must rest on suitable undisturbed material or structural fill with no loosened or softened zones and free from standing water. I. Excavation for Utility Lines: ' 1. Excavate and trench, as required, for all utility lines. 2. This item of work shall comply with all applicable codes and regulations as amended by any waivers. Secure all necessary ' permits to perform the excavation and restoration work. 3. Unless otherwise shown, provide separate trenches for each utility. 4. Excavate trenches of sufficient width for proper installation of work. Banks of trenches shall be vertical. PROIECr NO.960610 -EARTHWORK ' 02200-8 1 1 1 5. Keep the trenches free of water until pipe joint material has 1 hardened. 1 6. Grade the bottom of trenches evenly to ensure uniform bearing for full length of all pipes. Remove all ledge and all stones exceeding 4" in diameter to a distance 8" from pipe lines. 1 J. Excavation for pavements, curbs, loam and surfaced areas: Excavate to subgrade elevations, in areas designated on the drawings to receive 1 pavements, curbs and areas to receive loam and surfacing. K. Rock Excavation: 1 1. If rock, as herein defined, is encountered with the limits of excavations, the contract price will be adjusted in accordance 1 with provisions of 1.17. 2. Blasting: Notify the Owner, 72 hours prior to blasting and do 1 not blast until permission is received from Owner. 3. Rock excavation for foundations: All rock bottoms for founda- tions shall be carefully examined. Loose or shattered rock shall be removed to solid bearing and the rock surface leveled or shelved to a slope not exceeding 1" per foot or as directed. 1 4. Rock excavation for areas outside of buildings: If rock is encountered in site grading, notify Architect immediately for 1 decision. It is the intent to preserve rock as finish grade in slopes where possible. Otherwise excavate rock encountered in grading the areas outside of the buildings to the depths indicated 1 under payment lines. Such areas shall be filled to subgrade level with approved material under the direction of the Archi- tect. 5. Rock excavation for utility trenches shall provide a clearance of ' at least 8" below all parts of pipe, valves and fittings, & a clear width of at least 12" on each side of all pipes, valves,and fit- tings or as directed. ' PRO=NO.%0610 EARTHWORK 02200-9 L. This contractor shall be responsible for designing, furnishing, install- ing, maintaining and dismantling, as required, a soldier pile and lag- ' ging wall system necessary to protect adjacent structures, utilities, or streets and excavation against loss of ground. 1.14 DISPOSAL OF EXCAVATED MATERIALS A. All excavated materials which do not meet the requirements for ordi- nary fill or backfill, as specified herein, and all excess materials not needed for fill or backfill shall be legally disposed of off the property at no additional cost to the Owner. Rock and boulders blasted or other- , wise loosened shall be considered excavated material and shall be legally disposed of off site without cost to the Owner except for unit prices applying to it's loosening. ' B. Provide necessary facilities and equipment to inhibit spillage from trucks when hauling excavated material or new fill off or to the site. C. Do all cleaning, both outside and within the site, of excavated or new ' fill materials spilled in and about the work site. Cleaning or spillage on roads and/or walks shall be performed on a daily basis. 1.15 FILLING & BACKFILLING ' A. Compaction Equipment: ' 1. Provide sufficient equipment units of suitable types to spread, level and compact fill promptly upon delivery of materials. 2. Contractor may use any compaction equipment or device which he finds convenient or economical to fulfill all requirements of the specifications, subject to approval of the Engineer. See Note on drawing S-1. B. Placing Fills General: 1. Areas to be filled or backfilled shall be free of construction , debris, refuse, compressible or decayed materials and standing PROJF=xo.WMI0 EARTHWORK , 02200-10 I water. Do not place fill when fill material or layers below it are ' frozen. 2. Notify the Architect when excavations are ready for inspection. Filling and backfilling shall not be started until conditions have been approved by the Architect. ' 3. Furnish approved materials. Place fill in layers not exceeding 8 compacted thickness and compact as specified herein for various fill conditions. 4. Before backfilling against walls, the permanent structures (in- cluding subterranean floor slabs) must be completed and suffi- ciently aged to attain strength required to resist backfill pres- sures without damage. When filling on both sides of wall or pier, place fill simultaneously on each side. Correct any dam- age to the structure caused by backfilling operations at no cost to the Owner. 5. Fill pipe trenches with sand as bedding. Backfill trenches only after pipe has been inspected, tested and approved, and locations ' of pipes and appurtenances have been recorded. 6. Backfill by hand around pipe with sand for a depth of one foot ' above the pipe. Using gravel under buildings, and ordinary fill at lawns, compact the remainder of the backfill thoroughly with a rammer of suitable weight, or with an approved mechanical tamper, to achieve compaction specified herein for various fill conditions. 7. Where piping is laid in filled areas, place the fill before any pipe is placed, and compact as specified to a depth of not less than 2' above the proposed flow line of the pipe. A trench shall then be excavated to the required grade, of sufficient width to permit thorough tamping of the fill under bells and around the pipe C. Placing gravel fill (or structural fill): PROJF=xo.Rio EARTHWORK 02200-11 1 1 1 1. Gravel fill (structural fill) shall be used for all material to be placed at the following locations: ' a. Under footings and within the building under interior slabs on grade for a minimum thickness of 6", unless footings bearing on suitable, undisturbed soil. b. For filling or backfilling against foundation walls, foot- , ings and other vertical surfaces below grade for a dis- tance of one foot. C. Under.P avements for a minimum of one foot. 1 2. Fill material shall be placed in horizontal layers and approval of each layer shall be obtained from the Architect before proceed- ing with the next. Each layer shall be compacted to the percent- age of maximum dry density specified below, and at a water content equal to or less than optimum water content plus 2%. The maximum dry density and optimum content shall be deter- mined in accordance with the Standard Method of Testing , D1557-58T, Method D, or the ASTM. 3. All materials within one foot of footings, walls, slabs, or any ' other elements of the structures, shall be compacted to not less than 95% of maximum dry density; elsewhere fill shall be ' compacted to not less than 92% of maximum dry density. In- place density shall be determined in accordance with ASTM D1556. Fill compacted with mechanized equipment shall be 1 placed in layers not more than 6" thick before compaction. In areas which are too restricted to permit the use of such equip- ment, fill shall be placed in layers not more than 3" thick before compaction. Before placing any fill, the surface of the.natural soil shall be compacted to the same percentage of maximum dry density as would be required of fill in the same location. No fill shall be placed when it or the layer below is frozen. D. Placing Ordinary Fill: 1 PROJECr NO.Rio EARTHWORK 02200-12 1. Ordinary fill, as specified hereinbefore, is required for all fill and backfill beyond building limits, except where crushed stone, structural fill or impervious fill, have been specified hereinbe- fore or on the drawings. 2. Place fill and compact to 90% maximum dry density. ' E. Impervious fill shall be placed immediately beneath topsoil adjacent to building along route of foundation drains. F. Sub-Grade Preparation: 1. Perform all excavating, filling and grading necessary to bring the entire project area to the sub-grade requirements as follows: ' Surfaced Areas: To sub-grade level as shown on the details and as specified herein. 2. Provide sufficient grade stakes to witness correct lines and grades. 3. All sub-grades must be inspected and approved by the Architect before base course construction may begin or before topsoil is spread. 4. Bring to required sub-grade levels any areas where settlement, erosion or other grade changes occur. Complete the rough grading after building is substantially complete, utilities installed and all material, rubbish and debris removed from the site. 1.16 UNANTICIPATED SUB-SURFACE CONDITIONS A. Additional excavation: 1. Excavation (other than excavation of rock as herein defined) below the bottom grades for the work indicated or specified, if ordered to be removed by the Architect with the prior written approval of the Owner because of "differing site conditions" will PROIECr NO.96MIO EARTHWORK 02200-13 be paid for as per Section 01025 - Unit Prices and, in addition to the lump sum contract price, at the following rates. ' 2. For the first 4' below bottom grade, $6.75 per cubic yard measured in place between payment lines, 18" outside the vertical concrete lines, or for a width equal to the inside diame- ter of pipe or conduit, plus 18" on each side, as defined by the working plans or duly authorized modifications thereto. 1 3. For the second 4' below bottom grade, $7.75 per cubic yard measured in place between payment lines, 18 outside the vertical concrete lines, or for a width equal to the inside diame- ter of pipe or conduit, plus 18" on each side, as defined by the working plans or duly authorized modifications thereto. 4. For depths of more than 8' below bottom grade, compensation will be made in accordance with the General Conditions. 5. The payment under.paragraphs 1, 2, and 3 above shall cover all costs relating to such extra excavation, including sheeting, shor- ing, pumping, disposal of surplus or unsuitable material, filling, backfilling, compacting, overhead, superintendence, profit and all related costs as prescribed under the General Conditions. i B. Rock Excavation: 1. Excavation of rock in excess of one cubic yard, if ordered in writing by the Architect with the prior written approval of the Owner, will be paid for in addition to the lump sum contract price at the rate of $65.00 per cubic yard in open cut, and $115.00 per cubic yard in trenches, both measured in placed anywhere within the contract limits as defined on the plans, or any duly authorized modifications thereto, except in areas where blasting is not allowed, in which case payment shall be in accor- dance with Article IV. The payment shall cover all costs relat- ing.to such ledge excavation, including blasting, removal and satisfactory disposal of the excavated material, overhead, profit, superintendence, and all related costs as prescribed under the Pe PROJECT NO.96W10 EARTHWORK 02200-14 1 General of the contract. a al 2. Muremen payment of rock excavation will be made for: Measurement and p y New foundations within the limits of the concrete lines as de- fined by the working plans or duly authorized modifications thereto, plus 18" outside the vertical concrete lines. Pipes to a depth of 6" below the bottom of the bell and for a width equal to the inside diameter of the pipe or conduit plus 18" on each side. Any unforeseen rock excavation encountered and required to be removed for the construction of work defined on the plans and required under this contract, as being within the contract limits, ' shall be paid for by measuring said excavation in its original position to the limit of the clearly defined vertical construction lines and the depth required by new construction. Where, in the opinion of the Architect, blasting will not be allowed, the rock removal shall be paid for under Section 01025 - Unit Prices of the contract. The method or removal shall have prior written approval of the Owner before proceeding. 3. Blasting operations, if permitted, shall conform to the regula- tions of the Massachusetts Department of Public_Safety concern- ing storage, handling and use of explosives as set forth in DPS ' Form FPR-12, latest edition. C. Definitions The word rock , whenever used as the name of excavated material, shall mean sound bedrock, ledge, boulders, concrete and masonry structures, or portions thereof, required to be removed from the exca- vation. The surface of sound bedrock shall be taken below the level of any rock disintegrated or fractured to such an extent as to be removable by hand tools, power equipment or other mechanical means. PROMM NO.960610 EARTHWORK 02200-15 The word "trench" shall mean excavation having vertical sides whose depths exceed their width, such as drain, sewer, water and gas pipes, electric and steam conduits, and foundations. The word "compaction" shall mean the tamping and rolling of all fill and backfill placed in uniform horizontal layers not exceeding 6" in thickness. Water shall be added in such amounts as necessary to obtain required compaction to a density of not less than 95% as determined by ASTM D698, Method C. END OF SECTION 1 1 rxoracrNO.%0610 EARTHWORK 02200-16 1 SECTION 03300 CONCRETE WORK 1.01 GENERAL 1 A. The General Documents listed in the Index, including the General Condi- tions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials- or articles other than those named and described in this section will be in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. 1.02 SCOPE A. The work of this Section consists of the installation of all materials to be furnished under this section, and without limiting the generality thereof, includes all equipment, labor and services required to complete all concrete work, including all items incidental thereto as specified herein and as shown on the drawings. B. Referenced Drawings: Work shall be performed as shown on drawings numbered: T-1, A-1 thru A-4 and S-1. 1.03 RELATED WORK UNDER OTHER SECTIONS �- A. The following items of related work are specified and included in other Sections of the Specifications: 1. Section 05101 - Misc. & Ornamental Iron 1.04 REFERENCE STANDARDS PROJECT No.%0610 CONCRETE WORK 03300-1 A. The work shall conform to the codes and standards of the following agen- cies as further cited herein: 1. ASTM: American Society for Testing Materials, 1916 Race Street, Philadelphia, PA, 19103, USA as published in "Compilation of ASTM Standards in Building Codes". 2. ACI: American Concrete Institute, P.O. Box 19150, Redford , Station, Detroit, MI 4821, Specifications for Structural Concrete for Buildings (ACI 30-1, latest edition). 1 3. CRSI: Concrete Reinforcing Steel Institute, 180 North LaSalle Street, Chicago, IL 60601. 1.05 SUBMITTALS A. Shop Drawings: 1. Submit complete shop drawings for reinforcing steel in accordance , with the GENERAL CONDITIONS for Architect's approval. Show plans, elevations, details and job conditions, relationship to other work, and indicate finishes. 2. Drawings shall consist of sections, plans and details clearly showing location, size and spacing of reinforcing and all chases, openings, etc., that are shown on the working drawings. Include schedules and diagrams to indicate bends, sizes and lengths of reinforcing mem- bers. Indicate location of construction and control joints and show , additional reinforcing required at these locations. Schedule all accessories and chair bars required to hold reinforcing in place. 3. Shop drawings will be checked for general location, size, spacing and design details and returned either approved or approved as noted, fabricate in accordance with notes. Make revisions where required and resubmit. No work shall be fabricated for which shop drawings have not been approved. ' PROJECr NO.96W10 CONCRETE WORK 03300-2 4. Upon final approval of shop drawings, furnish all copies needed for erection and for use of other trades. 5. Contractor shall be responsible for furnishing and installing all materials called for in Contract Documents even though these mate- rials are not shown on approved shop drawings. 1.06 QUALITY ASSURANCE A. In addition to other standards listed below, concrete shall comply with ACT 301 "Specifications for Structural Concrete". B. All concrete work shall be performed to insure for the entire job homoge- neous concrete having required strength, durability and weathering resis-. tance, without planes of weakness, and other structural defects, and free of pronounced honeycombs, air pockets, voids, projections, offset of plane, and other defacements on exposed surfaces. C. Manufacturer's statement attesting to compliance each shipment of cement with standard specification shall be submitted to the Architect upon request. 1.07 STORAGE AND HANDLING A. Handle and store cement to protect from air, ground or other moisture; to permit ready access for inspection; and to protect from contamination by foreign materials. Cement stored longest shall be used first. Caked or hardened cement shall not be used. B. Aggregate Protection: Protect aggregates from foreign materials, and store 1 each separately until placed in mixer. 1.08 COORDINATION A. The work of this Section shall be coordinated with that of other trades affecting, or affected by, this work, as necessary to assure the steady progress of all work under the Contract. iPROJF=, NO.96MIO CONCRETE WORK 03300-3 1.09 GUARANTEE A. In addition to the specific guarantee requirements of the GENERAL CON- DITIONS and SPECIAL CONDITIONS, the Contractor shall obtain in the Owner's name the standard written manufacturer's guarantees as are offered in the manufacturers published product data. All these guarantees be in addition to, and not in lieu of, other liabilities which the Contractor may have by law or other provisions of the Contract Documents. t PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: Portland Cement Type I or II conforming to ASTM C150. , B. Fine Aggregate: Natural sand consisting of clean, hard, durable uncoated particles conforming to ASTM C33. Organic content shall be determined according to ASTM C40, and supernatant liquid above test sample shall show color no darker that reference standard color solution prepared at same time. Grading for fine aggregate shall be uniform, and fineness modulus shall never vary more than 0.15 from that of sample used in design mixes. C. Coarse Aggregate: Crushed stone or gravel conforming to ASTM C33. Maximum size, 3/4 inch. D. Water: From approved source, potable, clean, and free from oils, salt, alkali, organic matter, and other deleterious material. E. Water-Reducing Agent: "WRDA" by W.R. Grace and Co., or equal conforming to ASTM C49 as approved by the Architect. Water reducing , agent shall be F. Air Entraining Agent: "Darex" by W.R. Grace and Company, or equal conforming to C260 as approved by the Architect. Total air entrained shall be 5% of volume concrete. P ROJECrNO.Flo CONCRETE WORK i 03300-4 r G. Filler Strips for Expansion Joints: Non-extruding type, ASTM D1751. H. Hardener: "Lapidolith" by Sonneborn Building Products, Inc., "Hornolith" by A.C. Horn Company, "Saniseal 50" by Master Builders Company, or equal approved by the Architect. I. Sealer: All concrete slabs shall be sealed. with Hydrozo Enviroseal 20 as manufactured by Hydrozo or approved equal. Installation shall be as approved sealer manufacturer's directives. 2.02 CONCRETE MIX A. Concrete Mix Requirements: Compressive Strength Max. Water toMin. Cement 0 28 - days Cement Ratio Factor 4000 psi 5.5 6.0 Required concrete compressive strengths (28 day, nominal): 1. 4000 PSI: All concrete. Submit proposed mix to Architect for approval before use in work. See General Notes for detail requirements. B. Maximum size aggregate shall be 3/4 inches. C. Maximum slump shall be 3 inches. D. Comply with requirements of ACI 613 "Recommended Practice for Select- ing Proportions for Concrete", and ASTM C94 for Ready Mixed Concrete. E. Unless otherwise noted, all concrete shall be air entrained, and shall have a minimum compressive strength of 4,000 psi. PROJECr NO.M10 CONCRETE WORK 03300-5 1 1 F. Admixtures causing accelerated setting of cement in concrete such as calcium chloride shall not be used. 2.03 FORMWORK A. Formwork shall be accordance with ACI 347 "Recommended Practice for Concrete Formwork". B. Forms for Exposed Concrete: Forms for "Exposed Concrete" shall be constructed to shapes and dimensions shown on the Drawings and approved Shop Drawings of smooth undamaged plywood or other panel type materials acceptable to the Architect and capable of providing straight, smooth, as- cast surfaces conforming to the intent stated above. Joints shall be tight, even and flush. Ties shall be uniformly spaced in true vertical and horizon- tal alignment, and shall be provided in adequate quantity to ensure against springing of forms. C. Forms for Unexposed Concrete: Forms for all other work shall be of sound plywood or other material capable of providing finished surfaces conforming to the intent stated above. Joints shall be sufficiently tight to prevent leakage and shall be flush in the plane of the surface. Place ties in adequate quantity to prevent springing of forms, in locations which will be concealed from view in the finished work and will not interfere with other work under this Section or other Sections. E. Form Ties: Form ties shall not be through-bolts or common wire. All ties shall be of a fabricated breakaway type or other approved type leaving no metal nearer than 1 inch to the face of the concrete, as follows: , 1. Ties in concealed or below grade surfaces shall be the breakaway wire type. . 2. Form ties in surfaces to be exposed to view, shall utilize the cone washer type tie such as "Tyscru" as manufactured by Richmond Screw, Anchor Co., Inc., "Medco" as manufactured by Hohmann & Barnard, or an approved equal. Cones shall be removed upon stripping of forms, and the holes filled with a sand-cement mortar PROJECT NO.960610 CONCRETE WORK 03300-6 Ir r r before. 1 F. Form Coatings: All forms shall be oiled before reinforcing is placed with a ' non-staining oil or liquid formcoating as approved by the Architect. 2.04 REINFORCING STEEL rA. Furnish fabricate, and install in forms all concrete reinforcement and accessories required for the work. Submit shop drawings for approval. B. Welded wire fabric shall be A-185 sheets. C. Wire fabric and bars in the concrete apron of the heated slab shall be epoxy coated ASTM A-775-84. 1 D. All reinforcing steel shall conform to ASTM A615, Grade 60. Bar rein- forcing shall be shop formed cold to dimensions indicated on drawings. Detailing, fabricating, and erecting reinforcing shall conform to ACI 315 "Manual of Standard Practice for Detailing Concrete Structures" and ACI 318 "Building Code Requirements for Reinforced Concrete". E. Reinforcement shall be free of paint, dirt, oil, and excessive rust and scale. F. Chairs, bolsters and the like, shall be preformed and manufactured for the express use involved. G. Masonry wall grout: Grout for use in concrete masonry walls shall comply with the requirements of standard specification for Mortar and Grant PART 3 - EXECUTION 3.01 PLACING REINFORCING STEEL rA. Reinforcingshall be accurately laced as indicated on approved shop draw- ings and in accordance with CRSI 59 and ACI 318. Dowels shall be tied in place prior to placing concrete. Do not install reinforcing after concrete is placed by inserting into forms. PROJECr NO.960610 CONCRETE WORK 03300-7 r ' r r r r B. All reinforcing shall be securely tied and supported to maintain proper spacing and cover during placing operations. Form ties, spreaders, and other accessories, shall be commercial brand subject to Architect's approval. C. Install anchor bolts, steel bearing plates, angles and other items furnished under other Sections for building into concrete. D. Coordinate location and installation of pipe sleeve, duct openings, floor drains, keys, chases, electrical boxes and conduit, anchors, inserts, fasten- ings, and other devices required by other trades. 3.02 JOINTS AND EMBEDDED ITEMS A. All construction joints shall be formed with keyed bulkheads. Reinforce- r ment shall continue through the joint. Place additional reinforcement equivalent to the concrete shear capacity unless otherwise noted on the plans. B. Limit grade beam placement to 60 foot lengths. C. Do not make any openings or slots through concrete walls without verifying location and size with the Architect. 8 inch diameter sleeves or smaller may be located through concrete walls if the wall reinforcing is left intact. Leave 18 inch clear space between sleeved openings. r 3.03 PLACING CONCRETE A. Deposit concrete only after removal of all water, dirt, and foreign matter j from forms, and after checking of forms, sleeves, inserts and reinforcing for proper location. B. Place concrete only by those methods and arrangements of equipment which comply with Parts V and VI of ACI 614 "Recommended Practice for Measuring, Mixing and Placing Concrete". C. Vibrate concrete during deposition with internal type, high frequency mechanical vibrator having a speed of not less than 7,000 rpm. Do not use PROJECr NO.%0610 CONCRETE WORK 03300-8 1 r vibrators to move concrete. Supplement all vibration by wooded spade muddling between reinforcing and forms and into corners. 3.04 FIELD QUALITY CONTROL A. The Architect will select a qualified Testing Laboratory or Materials Engi- neer to make inspection tests during the course of work as specified herein and as otherwise considered necessary. Costs of all tests will be paid by the Owner and are not included in the Contract Sum. B. All measuring, mixing, placing and curing shall be subject to inspection by the Laboratory. However, such inspection and approval shall in no way relieve Contractor of his responsibility to fulfill the requirements of this Contract. C. Contractor shall cooperate in making tests and shall be responsible for notifying designated laboratory in sufficient time to allow taking of cylinders at time of pour. D. Where test show that concrete is below specified strength, Contractor shall • P remove all such concrete, as directed by the Architect. Full cost of removal of low strength concrete and its replacement with concrete of proper speci- fied strength shall be borne by the Contractor. ' 3.05 CURING AND PROTECTION A. Curing shall be started as soon as the concrete has hardened sufficiently to prevent surface damage. B. Surfaces shall be wet cured for at least five (5) days by use of blankets, or approved curing compound. Blankets shall be thoroughly soaked at all times during this period. IC. In hot weather, all concreting shall be done in accordance with the recom- mendations of ACI 605 "Recommended Practice for Hot Weather Concret- ing PROMCr NO.96W10 CONCRETE WORK 03300-9 r r r r D. In cold weather, all concreting shall be done in accordance with the recom- mendations of ACI 306 "Recommended Practice for Cold Weather Concret- ing. Do not place concrete when outside air temperatures are below 40 degrees F without provisions for enclosing and heating as approved by the Architect. , 3.06 FINISHING OF CONCRETE SURFACES A. Finishing of Vertical Concrete Surfaces: Chip off fins, pull tie rods, and 1 patch voids formed by tie rods flush with adjacent surfaces. Patching at concealed surfaces shall be as directed by the Architect to assure or protect the structural integrity of concrete or reinforcing. B. For honeycomb concrete, stone pockets or voids, the loose concrete and loose cement shall be removed to sound hard concrete. The surface area shall be thoroughly wetted immediately prior to repair. New cement paste shall be used to fill in voids to a hard smooth surface even with adjacent concrete. For larger defects, repairs will be as directed by the Architect. C. Exposed to view Concrete: The intent is to obtain a smooth as-cast finish r free of voids, pockets or defects. Repair and patch defective areas by removing fins and projections and by rubbing concrete with abrasive stone until uniform surface texture is realized. Do not apply cement grout other than that created by the rubbing process. D. Floor Slabs & Roof Slabs: ' Float finish plus machine trowel followed by broom finish. 3.07 FORM REMOVAL A. Do not remove forms or shoring until concrete members have acquired r sufficient strength to support their weight and subsequent construction loads without deflection or distress. , B. Remove forms in manner to assure safety of structure. PROJECr NO.960610 CONCRETE WORK , 03300-10 r r ' C. Retain forms in place for a minimum period as follows (assuming curing temperatures above 50 degrees F.) a. Footings, walls 2 days b. Framed slabs and beams 5 days END OF SECTION PROJECr NO.960610 CONCRETE WORK 03300-11 SECTION 04101 MASONRY* (Filed Sub-Bid Required) PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS ' A. The General Documents listed in the Index, including the General Condi- tions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. ' B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supple- mentary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construc- tion Specifications affecting the work of this section of the Specifications. D. Time, Manner & Requirements for Submitting Bids: 1 1. Sub-bids shall be submitted in accordance with provisions of the General Laws (Ter.Ed.), Chapter 149, Sections 44A-I inclusive, as ' amended. The time and place for submissions of sub-bids shall be set forth under Instructions to Bidders. The following should appear on the upper left-hand corner of the envelope: NAME OF SUB-BIDDER: FIRE ACADEMY BURN TOWER BARNSTABLE, MASSACHUSETTS SUB-BID FOR SECTION 04101, MASONRY 2. Each sub-bid filed with the Awarding Authority must be accompa- nied by bid bond, cash or certified check or a treasurer's check or cashier's check issued by a responsible bank or trust company, payable to Barnstable County in the amount stipulated in the Instruc- tions to Bidders. A sub-bid accompanied by any other form or bid *Filed Sub-Bid Required MASONRY PROJECT NO.9&*10 04101-1 deposit than those specified above will be rejected. 3. Each sub-bid submitted for the work under this section shall be a form furnished by the Awarding Authority, as required by Section 44F of Chapter 149 of the General Laws, as amended. 4. No sub sub-bids are required or desired. 1.02 SCOPE ' A. Work Included: The scope of work, without limiting the generality thereof, ' consists of furnishing all labor, materials, plant, transportation, equipment, accessories, appurtenances, and services necessary and/or incidental to the proper furnishing and installation of all masonry work shown on the draw- ' ings, described in the Specifications, or as reasonably inferred from either, in the opinion of the Architect, as being required and includes: 1. Concrete unit masonry. 2. Reinforcement, ties and anchors for masonry work. ' 3. Mortar and grout for masonry work. 4. Premolded joint fillers in contact with unit masonry. ` 5. Concrete brick. , 6. Cutting and patching of masonry work as required by the work of , other trades. 7. Grouting solid of pressed steel door frames in masonry partitions. , 8. Precast concrete shutter sill. 9• Precast concrete parapet cap. ' B. Reference Drawings: Work shall be performed as shown on drawings numbered: T-1, A-1 thru A-4 and S-1. *Filed Sub-Bid Required MASONRY , PROJECT NO.%0610 04101-2 1.03 ITEMS TO BE FURNISHED ONLY A. Furnish the following items for installation under the designated sections: 1. Metal anchors to be welded to structural steel: Section 05100 - Misc. & Ornamental Iron. 1.04 ITEMS TO BE INSTALLED ONLY A. Install the following items furnished under the designated sections: 1. Loose lintels and shelf angles for masonry support; angles and plates required for expansion joint edges. Furnished under Section 05101 - Misc. & Ornamental Iron. I Anchor bolts plates, ties anchors or other miscellaneous ferrous 2. , P , metal items required to be but o masonry.into . Furnished under ry ' various trade sections or by the general contractor. 1.05 RELATED WORK A. The following items of work are not included in this Section and are specified under the designated sections: 1. Setting and temporary centering of steel shutter frames, removal of ' centering when frames are built into the masonry: Section 06100 - Rough Carpentry. 2. Dovetail anchor inserts in concrete walls and non-shrink grout: Section 03300 - Concrete. 3. Weather protection and heating during construction for masonry work by general contractor: Section 01500 - Temporary Facilities. 1 1.06 REFERENCES (for Masonry/Brick) ANSI/ASTM C55 - Concrete Building Brick ANSI/ASTM C73 - Calcium Silicate Face Brick (sand-lime brick) ANSI/ASTM C216 - Facing Brick (solid masonry units made from clay or shale) *Filed Sub-Bid Required MASONRY ' PROJECr NO.96M I0 04101-3 ANSI/ASTM C652 - Hollow Brick (hollow masonry units made from clay r or shale) ASTM C62 - Building Brick (solid masonry units made from clay or shale) i ASTM C67 - Methods of Sampling & Testing Brick and Structural Clay ' Tile. ASTM C90 - Hollow Load Bearing Concrete Masonry Units , ASTM C 129 - Non-Load Bearing Concrete Masonry Units ASTM C145 - Solid Load Bearing Concrete Masonry Units ASTM C331 - Lightweight Aggregates for Concrete Masonry Units (maxi- ' mum 105 lbs./cu.ft.) IMIAC - International Masonry Industry All-Weather Council - Recom- mended practices and guide specifications for cold weather masonry con- struction ASTM C5 - Quicklime for Structural Purposes ASTM C91 - Masonry Cement f ASTM C94 - Ready-Mixed Concrete , ASTM C109 - Test Method of Compressive Strengthof H Hydraulic Cement Mortars (2" cube) , ASTM C 144 - Aggregate for Masonry Mortar ASTM C 136 - Sieve or Screen Analysis of Fine and Course Aggregates (for Y , masonry mortar) ASTM C 150 - Portland Cement ' ASTM C207 - Hydrated Lime for Masonry Purposes , ASTM C270 - Mortar for Unit Masonry ASTM C387 - Packaged, Dry, Combined Materials for Mortar and Con- crete *Filed Sub Required-Bid R uired MASONRY , PROJECr No.960610 04101-4 ASTM C404 - Aggregates for Masonry Grout ' ASTM C476 - Grout for Masonry ASTM C780 - Preconstruction and Construction Evaluation of Mortars for ' Plain and Reinforced Unit Masonry Masonry Reinforcement and Accessories ' ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement ' ASTM A123 - Zinc (hot-dip galvanized) Coatings on Iron and Steel Prod- ucts ' ASTM A 153 - Zinc Coated (hot-dip) on Iron and Steel Hardware ASTM A167 - Stainless and Heat-Resisting Chromium Nickel Steel Plate ASTM A525 Steel Sheet, Zinc Coated (galvanized) by the hot-dip process ' ASTM A580 - Stainless and Heat-Resisting Steel Wire ' ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Rein- forcement ASTM B370 - Copper Sheet and Strip for Building Construction Federal Spec. QQ-W-461 F for Hard Tempered Wire ' ASTM A36 - Structural steel 1 ASTM A568 - Steel, Sheet, Carbon & High Strength. Low Alloy, Hot- Rolled and Cold-Rolled ' ASTM A305 - Deformed Wire ASTM A641 - Zinc Coated (galvanized carbon steel wire) ' ASTM E96 - Water Vapor Transmission of Materials ' ASTM C272 - Liquid Water Absorption as percent, increase, volume basis Federal Spec. HH-1-1972/1, Class 2 - Insulation Board, Thermal *Filed Sub-Bid Required MASONRY PROJECT NO.%0610 04101-5 ASTM D 166 - Density ASTM D1621 - Compressive Strength in Thickness Direction ' 1.07 SUBMITTALS A. Submit production data for the following items specified in Section 2 - , Products: 1. Concrete masonry units. 2. Fabricated wire reinforcement for cavity wall construction and ' dovetail anchorage devices. 3. Flashing for through wall use and manufacturer's recommended , adhesive and sealant. 4. Rigid insulation board with installation instructions for masonry ' cavity walls. 1.08 SAMPLES , A. Submit the following samples to the Architect in duplicate: 1. Concrete masonry unit. 2. Anchors - Two of each type. 3. Reinforcement - Two 16" lengths of each type. 1.09 EFFLORESCENCE TESTS A. Make efflorescence tests on the brick units which will be exposed to ' weathering. Schedule tests far enough in advance of sample panels and starting masonry work to permit retesting if necessary. B. Brick Units: Ten unbroken specimens of each type of masonry unit shall be selected in 5 pairs, each pair of similar appearance. One unit of each pair shall be tested by placing it on end in a glass or glazed receptacle in which a 1" depth of distilled water is maintained. After being indoors at normal temperatures for 7 days, the masonry unit shall be removed from the water ' and air dried for 24 hours. Each pair of units shall be compared and if the difference due to efflorescence is noticeable on any of the 5 samples, when Filed Sub-Bid Required MASONRY PRorECr No.96MIO 04101-6 ' viewed at a distance of 10', the units represented by the samples will be rejected. 1.10 QUALIFICATIONS A. Installer - Company specializing in performing the work of this section with minimum 5 years experience in installation of masonry work. ' 1.11 HANDLING & STORAGE OF MATERIALS A. Handle and store all materials so as to prevent damage or intrusion of ' foreign matter. B. Stack masonry units on platforms. Store masonry units under a cover that permits circulation of air and prevents excessive moisture absorption. Store cement and lime in weather tight sheds with elevated floors. Locate storage piles to avoid being disturbed or damaged by construction activities. Cover piles of loose materials to protect them from precipitation. C. Store metal accessories indoors and protect against ruts and other damage. D. Materials in broken containers or in packages showing water marks or other ' evidence of damage, shall not be incorporated into the work and shall be removed from the site. 1.12 PROTECTION A. In general follow the cold weather masonry construction. ' B. Do not erect any masonry when temperature of surrounding area is below 400F., or below 45°F. and falling or forecast by public news medial to fall, to or below 35 T. within 24 hours, unless the procedures specified in Section lA are complied with, nor without approval of the Architect. Do not use masonry materials which are likely to contain frost or are contami- nated with other materials. Mortar shall harden without freezing and with no damage from frost. Take down any completed work found to be affect- ed by frost and rebuild without change in the contract price. ' C. Protect fresh and uncompleted eted masonry against the elements when not being worked on by the use of non-staining weatherproof coverings at least 24" ' wider than wall properly held in place. D. Rake back unfinished work where possible. Tooth only where absolutely *Filed Sub-Bid Required MASONRY ' PROJECr NO.960610 04101-7 i necessary and when approved by the Architect. ' PART 2 - PRODUCTS 2.01 GENERAL A. Comply with the following classifications, weights, grades, curing, finish and texture. B. Manufacturer - Obtain each type of masonry unit from one manufacturer of uniform texture and color for each kind required, for each continuous area and visually related areas. ' C. Mortar joints shall match existing joints in color, shape and size. 2.02 PRECAST CONCRETE SHUTTER SILL & PARAPET CAP ' A. Precast concrete units shall be in the profilles-shown--on=drawings. Detailing anchors and reinforcing shallrbe sa per Capital Concrete Corp. or approved equal. 2.03 CONCRETE MASONRY UNITS A. I;ightweight concretemasonry units:Units shall be equal to 2800 Series, as manufactured-by-Foster-Southeastern;Inc., Holbrook, MA. Units shall comply with all requirements of the current issue of the following stan- dards, and with other requirements specified herein. , B. Hollow loadbearing units: ASTM C90, Type 1 moisture controlled. C. Solid loadbearing units: ASTM C145, Type 1 moisture controlled. D. Compressive strength: All units shall have a minimum compressive , strength on the net area of 2,000 PSI when tested in accordance with ASTM C 140. ' E. Concrete masonry units shall be composed of lightweight aggregate con- forming to ASTM C331 blended with normal weight aggregates conforming ' to ASTM C33, and shall match in uniformity of color and texture the samples required by these specifications. F. Maximum density of the concrete shall not exceed 95 lb./ft3. ' *Filed Sub-Bid Required MASONRY PROJECT NO.960610 04101-8 H. Special surface treatment: Where indicated on the drawings, vertical scores or similar features shall be incorporated on the unit face without chipping or cracking. I. Where a required fire resistance rating is indicated on the drawings, provide units meeting that rating in accordance with the equivalent thickness method of the American Insurance-Association.—Units shall have a minimum fire- rating f'4 hours. 8x8x16 2-1 nits shall be 639' solid mini um m. ' J. Unit samples: Three representative samples of mason units showing P P P masonry g range of color, texture, dimension, and any scoring or similar treatment shall be submitted for approval prior to installation of any such units. K. Sample panel: Prior to commencing masonry work, contractor shall erect ' on the site a sample panel of the masonry materials to be utilized. Panel size shall be approximately six feet long and four feet high and shall incorporate units, mortar, reinforcement, and workmanship to be used on the job. Panel shall be protected and remain in place until removed is authorized. Approval panel shall constitute standards for colors of units and mortar, bond pattern, joint finish and workmanship. L. Bidders who desire to use other manufacturers shall submit samples and technical data to the Architect for evaluation, inspection and written approv- al prior to the bid date covering this section. If the product is approved, an addenda will be issued. ' 2.04 MORTAR A. Materials: 1. Portland Cement: ASTM C 150, of natural color. a. Type I: Non-staining and without air entrainment. 1 b. Type II: High-early strength as required for laying masonry in cold weather. 1 2. Masonry Cement: ASTM C91, non-staining, except with 12% maximum air content by volume. 3. Hydrated Lime: ASTM C207, Type S, special hydrated lime for masonry, with high early plasticity and higher water retentivity with limit on unhydrated oxide content. 1 *Filed Sub-Bid Required MASONRY PROJECT NO.960610 04101-9 4. Aggregates: ASTM C 144, for masonry mortar. 5. Aggregates for Masonry Grout: ASTM C404, _Type 2. 6. Water: Clean, free of deleterious materials which would impair strength or bond. B. Mortar Mixes: 1. Do not lower the freezing point of mortar by use of admixtures or ' anti-freeze agents. Do not use calcium chloride in mortar or grout. 2. Mortar for Unit Masonry: Comply with ASTM C270, proportion Y PY P P specifications, except limit materials to those specified herein. Type Portland Hydrated Masonry Maximum Minimum Compressive t Y Y Cement Lime or Cement Damp Loose Strength 2" Cubes @ Lime Putty Aggregate ' 28 Days (PSI) ' 1 V2 41/2 1800 S or 1/2 -- 1 41/2 1800 a. Use Type S for all exterior walls. b. Use Type S for all interior walls. t C. For each type of mortar, the figures above the dotted line show proportions for Portland cement-lime mortar. Mortars made with masonry cement are shown below the dotted line. r d. Damp, loose aggregate shall not be less than 2-1/4 times,nor more than 3 times the cementitious material used. ' e. Architect reserves the right to establish exact proportions for mortar by laboratory tests should he so elect. f. All cement, lime and sand for work shall come from single sources throughout the project. ' g. Integral color shall be "Colormix" as manufactured by Master Builders Filed Sub-Bid Required MASONRY PROJECr NO.960610 04101-10 1 1 Company, "Texcolor" as manufactured by C.G. Parcee Co., Inc., "Staybri- te" as manufactured by Grace Construction Material or equal. Color shall 1 be as approved by Architect. 2.05 MASONRY GROUT ' A. Materials, same as Mortar, Section 2.04. ' B. Grout Mix: 1. Cement grout shall comply with ASTM C476 as follows: 1 a. The weight of 1 cubic foot of materials is considered to be Portland Cement 94 lbs. (1 bag); hydrated lime, 40 lbs.; lime 1 putty, 80 lbs.; dry sand, 80 lbs.; masonry cement, weight printed on bag. 1 2. Architect reserves the right to establish exact proportion for grout by laboratory tests should he so elect. 3. All cement, lime and sand .for work shall conform from single sources throughout the project. 1 C. Non-shrinking grout shall be "Embeco" premixed mortar as manufactured by Master Builders Company, "Vibro-Foil" as manufactured by Grace Con- struction Materials, "Irontox Grout" as manufactured by Toch Brothers, or 1 equal. 1 2.06 REINFORCEMENT ACCESSORIES a ' A. Reinforcements and accessories shall be manufactured by one of the follow- ing: Dur-O-Wall; AA Wire Products; Heckmann Building Products or approved equal. 1 B. Continuous galvanized wire reinforcing and ties for masonry: Provide welded wire units prefabricated in straight lengths of note less than 10'. Fabricate from cold drawn steel wire complying with ASTM A82, with 1 deformed or embossed continuous side rods and plain cross-rods, crimped for cavity wall construction, with unit width of 1-1/2" to 2" less than thickness of wall or' partitions-Hot�dip g vaal nized all units after fabrication with 1.5 oz. of zinc coating in accoror andance with ASTM A153, Class B2. Use premix corner and "T" sections as appropriate. Number of longitudi- nal wires per section shall be on the basis of one wire pre bed joint. 1 *Filed Sub-Bid Required MASONRY 1 PROJECT NO.960610 04101-1 1 i 1. Single Wythe Wall: Use two wire longitudinal truss type reinforce- ment same as double wythe wall. C. Wire Ties to Steel Columns & Beams: 1/4" diameter wire anchors for welding to webs or flanges suitable for triangular wire ties 3/16" diameter. Ties to be hot dipped galvanized in accordance with ASTM A153, Class B. Anchors to be bright metal but painted with structural steel galvanizing touch up paint after welding to column or beam. D. Corrugated 16 GA Strap Ties: 7/8" wide b minimum 7" long, galvanized g P Y in accordance with ASTM A153, Class B. Install ties at wood stud con- struction at every 6th vertical brick course and at 16" o.c. horizontally. ' Ties shall be nailed thru sheathing to wood studs with 8d, galvanized nails. E. Adjustable Wall Ties: Provide adjustable two piece rectangular ties for use at intersecting masonry walls where horizontal joints of each wall do not align with each other. 3/16" wire, galvanized in accordance with ASTM A153, Grade B. i F. Reinforcement Bars: Provide deformed bars of following grades complying with ASTM A615, except as otherwise indicated. 1. Provide grade 60 for bars No. 3 to No. 18, except as otherwise indicated. 2. Shop fabricate reinforcement bars which are shown to be bent or ' hooked. 2.07 OTHER ACCESSORIES A. Bond Breaker Strips: 15 lb. asphalt rooting felt or 15 lb. cold-tar roofing felt. ' B. Joint Filler Board: 3/8" beadboard cut to fit around columns and beams (steel or concrete) to ensure no mortar contact is made between masonry ' and structural elements. Also used to temporarily keep control joints free of mortar. C. Flashing for Masonry: Copper/fabric with5 oz--full-sheet of copper, asphalt=coated=on bo_.th s de d:u`nderTpressure between-two-layers of asphalt saturated-woven=cotton cloth. ' D. Acceptable Manufacturer's: Sandell, Afco, NY. Supply manufacturer's t *Filed Sub-Bid Required MASONRY PROJECr NO.%0610 04101-12 ' i recommended trowel mastic for sealing joints. 1. Cleaning Solutions: Non-acidic, not harmful to masonry work or adjacent materials. 2. Joint Filler: Closed cell polyethylene oversized 50% to joint width; self-expanding 1" wide by maximum lengths. 3. Any other products required to furnish a completed masonry prod- uct. Submit for Architect's review any products required to comply ' with item prior to purchase and/or installation. Supply adequate information for proper analysis especially mechanical or chemical constitutes. 1 PART 3 - EXECUTION 3.01 INSTALLATION - GENERAL A. Before starting work, become familiar with the site and all conditions that ' could influence or limit the work; study the Contract Documents to ensure the completeness of the work herein. B. Set, place, install, erect or build in all items normal to construction of this nature whether furnished as part of this section or furnished by other trades or contracts. C. Thickness: Build walls and other masonry construction to the full thick- ness. Build single-wythe walls to the actual thickness of the masonry units, using units of nominal thickness shown or specified. Construct Rolock courses as per drawings. ' D. Chases & Recesses: Build chases and recesses required for the work of other trades. Provide not less than 8" of masonry between chase or recess and jamb of openings and between adjacent chases and recesses. E. Equipment Openings: Leave openings for equipment to be installed before completion of masonry work. After installation of equipment and testing, complete masonry work to match work adjacent to the opening. ' F. Set masonry fitting into bucks and frames so as not to distort alignment of such items. Carefully rake around all metal frames to receive caulking. Rake joints out to a uniform depth for proper installation of caulking material. G. Cutting: Cut masonry units using motor-driven saws to provide clean, *Filed Sub-Bid Required MASONRY PROJECr NO.%0610 04101-13 I sharp, unshipped edges. Cut units to provide pattern shown and to fit adjoining work. Use full-size units without cutting wherever possible. H. Do not use mortar or grout which has begun to set or if more than 2-1/2 hours has elapsed since initial mixing. Retemper during the 2-1/2 hour period only as required to restore workability. 3.02 EXAMINATION A. Verifythat field conditions are acceptable and are read to receive the ' P Y work. n f work are properly sized and , B. Verify items provided by other sections o p p y located. - and read for roughing into ' C. Verify that built-in items are in proper locations y g g masonry work. D. Beginning of installation means installer accepts existing conditions. 3.03 PREPARATION A. Direct and coordinate placement of metal anchors supplied to other sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.04 COURSING & LAYOUT A. Layout walls in advance for spacing of bond pattern with uniform joint y P g P J widths and to locate openings, movement-type joints, returns and offsets. Avoid the use of less-than-half-size units at corners, jambs and wherever possible at other locations. B. Lay-up walls plumb and true to comply with specified tolerances with ' courses level, accurately spaced and coordinated with other work. C. Pattern Bonds: Lay all unit masonry in running bond with vertical joint in each course centered on units in courses above and below. Bond and interlock each course of each wythe at corners. Do not use units with less than 4" horizontal face dimensions at corners of jambs. D. Establish lines, levels and coursing indicated. Protect from displacement. *Filed Sub-Bid Required MASONRY PROJECr No.%0610 04101-14 , � 1 1 E. Maintain masonry course to uniform dimension. Form vertical and hori- zontal joints of uniform thickness. F. Lay concrete masonry units in running bond. Course one unit and three mortar joints to equal 8". Form concave mortar joints. G. Concrete mason units shall be laid u in running bond and shall be sound masonry P g and true to plane and line, and of the various sizes as noted on the draw- ings. They shall include all "special" shapes as required. Where faces of units remain exposed, no chipped or other visually defective units shall be used. 1 H. At each floor or level la out concrete block mason with one course of Y masonry units to define the spaces and locations of openings and to serve as a guide ' for the installation of concealed work of other sections and contractors. Starting courses, laid in mortar, shall bear on clean footings, slabs and/or framing. I. Unless indicated otherwise, all partitions shall be carried to the underside of the structure above. J. Interior non-load bearing partitions shall have compressible filler tightly wedged between top course and structure above. K. Exterior back-up walls shall be wedged tight against overhead structure, with slate or other approved wedges at not over 24" on center. L. The use of brick sized fillers or other irregular shapes in exposed block construction will not be permitted. The coursing shall remain continuous and unbroken at all times. M. Wherever anchors, bolts and similar metal items are embedded in grout within the unit masonry, provide screen wire stops of galvanized steel insect screening to prevent grout from dropping through the voids below. I N. Stopping & Resuming Work: Rack back 1/2 unit len th in each course; do PP g g g not tooth. Clean exposed surfaces of set masonry, we units lightly (if ' required) and remove loose masonry wall units and mortar prior to laying fresh masonry. 3.05 PLACING REINFORCEMENT A. General: Clean reinforcement of loose rust, mill scale, earth, ice or other *Filed Sub-Bid Required MASONRY ' PROJECr NO.960610 04101-15 materials which will reduce bond to mortar or grout. Do not use reinforce- , ment bars with kinks or bends not shown on drawings or final shop draw- ings or bars with reduced cross-section due to excessive rusting or other causes. B. Position reinforcement accurately at the spacing indicated. Support and secure vertical bars against displacement. Horizontal reinforcement may be placed as the masonry work progresses. Where vertical bars are shown in close proximity, provide a clear distance between bars of not less than the nominal bar diameter of 1" (whichever is greater). C. Splice reinforcement bars where shown; do not splice at other points unless acceptable to the Architect. Provide lapped splices, unless otherwise indicated. In splicing vertical bars or attaching to dowels, lap ends, place in contact and wire tie. , D. Embed metal ties in mortar joints as work progresses, with a minimum mortar cover of 5/8" on exterior face of walls and 1/2" at other locations. E. Embed prefabricated horizontal joint reinforcement as the work progresses, with a minimum cover of 5/8" on exterior face of walls and 1/2" at other ' locations. Lap units not less than 6" at ends. Use prefabricated "L" and "T" units to provide continuity at corners and.intersections. Cut and bend units as recommended by manufacturer for continuity at returns, offsets, column fire-proofing, pipe enclosures and other special conditions. F. Anchoring: Anchor reinforced masonry work to supporting structure as indicated. Anchor reinforced masonry walls to non-reinforced masonry where they intersect. 3.06 PLACING & BONDING A. Lay solid masonry units in full bed of mortar with full head joints, uniform- , ly jointed with other work. B. Lay hollow masonry units with face shell bedding on head and bed joints. C. Buttering corners of joints or excessive furrowing of mortar joints are not permitted. D. Remove excess mortar as work progresses. E. Interlock intersections and external corners. *Filed Sub-Bid Required MASONRY PROJECr NO.960610 04101-16 ' F. Do not shift or tap mason units after mortar has achieved initial set. masonry Where adjustment must be made, remove unit and mortar and replace both. G. Perform job site cutting and masonry units with proper tools to provide J g Y P P straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. H. Cut joints flush where bitumen dampproofing is applied on exterior side of interior wythe of exterior walls. 1 I. Cut joints flush for masonry walls which are to be concealed or to be covered by other materials. J. Isolate masonry partitions from vertical structural framing members with 3/8" beadboard joint filler•board, to prevent mortar spillage bonding to structural element. . K. Isolate top joint of masonry partitions from horizontal structural framing members and slabs or decks with compressible joint filler for outside wythe ' of double wythe wall. L. Except for cleaning down, finish all masonry as the walls are carried up. M. Point and fill all holes and cracks in masonry joints with additional fresh mortar; do not merely spread adjacent mortar over defect or use dead mortar droppings. Do all pointing while mortar is still soft and plastic. If hardened, chisel defect out and refill solidly with fresh additional mortar and tool as specified. 1 3.07 MORTAR A. Mixing: Mix materials thoroughly, in such quantities only as can be used within 2-1/2 hours when temperature is less than 70 degrees F. Use sufficient water as required for proper workability, do not overwet. Mix with machine, minimum mixing time 2-1/2 minutes. Small quantities may be mixed by hand, upon approval of the Architect. Machines shall be thoroughly emptied and cleaned before mixing new batches. Particular care shall be taken with quality control of mortar, to assure uniform appearance and quality throughout, and all material thoroughly mixed to assure uniform distribution of materials. Take particular care to avoid oversanding of mortar. B. Consistency: Mortar shall contain only as much water as will allow it to be *Filed Sub-Bid Required MASONRY rROJWT No.%0610 04101-17 i carried on board and still maintain proper consistency at time of laying. Mortar may be retempered on board only by adding small amounts of water to replace h d� ration losses. Retempering in box or adding of fresh materi- als will not be permitted. Mortar which has been partially set or hardened shall not be used. C. Mortar that has begun to set shall not be used. The retem erin of partially g P g P Y hardened or set mortar will not be permitted except that water lost through evaporation may be replaced on the board, but not in the box. , D. Mortar boxes and all tools shall be thoroughly cleaned at the end of each g Y , days work-and between batches. 3.08 CLEANING & POINTING DURING CONSTRUCTION A. During the progress of the work, keep the exposed surfaces of masonry clean at all times and protected against damage. Upon completion of masonry and adjoining work likely to damage the masonry, and when directed by the Architect, clean the exposed surfaces thoroughly using bristle brushes and sufficient amounts of fresh and clean water. Wire brushes shall not be used. Cleaning compounds, soaps, detergents and acids may be used only when specifically approved and as directed by the Architect. All cleaning operations shall proceed from the top down. B. As the cleaning progresses, examine all face joints in exposed masonry to locate cracks, holes or other defects and point up all such defects and fill with mortar. Where necessary, in the opinion of the Architect, cut out defective joints and masonry units and replace with new materials, exercis- ing extreme care'to match original work. 1 C. The foregoing shall be in addition to and not in lieu of any specific require- ments for cleaning of masonry as specified hereinafter under different 1 paragraphs. 3.09 REINFORCEMENT & ANCHORAGES , A. Install horizontal joint reinforcement 16". Fully embedded longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on , exterior side of walls and 1/2 , at other locations. B. Place masonry joint reinforcement in first and second horizontal joints , above and below openings. Extend minimum 16 each side of opening. *Filed Sub-Bid Required MASONRY PROJECT NO.960610 04101-18 I 1 . C. Place joint reinforcement continuous in first joint below top of walls. D. Lap joint reinforcement ends minimum 6". Extend minimum 16" each side of openings. E. Do not continue horizontal joint reinforcement through control and expan- sion joints. F. Provide continuity at corners and wall intersections by use of wire reinforc- ing. Cut and bend units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions. G. Furnish and install corrugated strap ties for lateral support of new walls jwhen they abut existing masonry walls. 3.10 BUILT-IN WORK A. As work progresses, built-in metal door and glazed frames, fabricated metal frames, window frames, anchor bolts, plates and other items furnished by other sections. B. Build in items plumb and level. C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid with grout. Fill adjacent masonry cores with grout minimum 12" from framed openings. D. Do not build in organic material subject to deterioration. E. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod mortar or grout into core. 3.11 TOLERANCES A. Maximum variation from alignment of columns, 1/4". B. Maximum variation from unit to adjacent unit 1/32". C. Maximum variation from plane of wall, 1/4" to 10'. D. Maximum variation from plumb, 1/4" per story noncumulative. *Filed Sub-Bid Required MASONRY PROJECT NO.960610 04101-19 E. Maximum variation from level coursing, 1/8" in 3' and 1/4" in 10'. F. Maximum variation of joint thickness, 1/8" in 3'. G. Maximum variation from cross sectional thickness of wall, 1/4". 3.12 CUTTING & FITTING A. Cut and fit for chases, pipes, conduit, sleeves. Coordinate with other sections of work to provide correct size, shape and location. B. Obtain Architect's approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be im- paired, v outlets, switches receptacles C. Cut holes for pipes, valves, ou and similar equipment neatly and so as to be entirely concealed by the cover plate or escutcheons. Where conduits or pipe are run in partitions, cut away webs without interrupting the face of units or pattern of wall joints. Remove excess mortar. 3.13 REINFORCED CONCRETE MASONRY UNITS A. Installation of Reinforced Concrete. Unit Masonry 1. General: Do not wet concrete masonry units (CMU). 2. Lay CMU units with full-face shell mortar beds. Fill vertical head joints (end joints between units) solidly with mortar from face of unit to a distance behind face equal to not less than the thickness of longitudinal face shells. Solidly bed cross-webs of starting courses in mortar. Maintain head and bed joint widths shown, or if not shown, provide 3/8" joints. 3. Walls: , a. Pattern Bond: Lay CMU wall units.in 1/2 running bond with vertical joints in each course centered on units in courses , above and below,unless otherwise indicated. Bond and interlock each course at corners and intersections. Use special-shaped units where shown, and as required for cor- ners, jambs, sash control joints lintels bond beams and es , � J J other special conditions. *Filed Sub-Bid Required MASONRY PROJECr NO.960610 04101-20 f b. Maintain vertical continuity of core or cell cavities, which are to be reinforced and grouted, to provide. minimum clear dimension indicated and to provide minimum clearance and grout coverage for vertical reinforcement bars. Keep cavities free of mortar. Solidly bed webs in mortar where adjacent to ' reinforced cores or cells. C. Where horizontal reinforced beams (bond beams) are shown, use special units or modify regular units to allow for place- ment of continuous horizontal reinforcement bars. Place small mesh expanded metal lath or wire screening in mortar joints under bond beam courses over cores or cells of non- reinforced vertical cells, or provide units with solid bottoms. 4. Grouting: Use "fine grout" per ASTM C476 for filling spaces less than 4" in one or both horizontal directions. 1 5. Grouting Technique: Use low-lift grouting techniques subject to re- quirements which follow. 6. Low-Lift Grouting a. Provide minimum clear dimension of 2" and clear area of 8 sq. in. in vertical cores to be grouted. b. Place vertical reinforcement prior to laying of CMU. Extend above elevation of maximum pour height as required for splicing. Support in position at vertical intervals not exceed- ing 192 bar diameters nor 10 ft. C. Lay CMU to maximum pour height. Do not exceed 5' height, or if bond beam occurs below 5' height, stop pour at courses below bond beam. d. Pour grout using chute or container with spout. Rod or vibrate grout during placing. Place grout continuously; do not interrupt pouring of grout for more than one hour. Terminate grout pours 1-1/2" below top course of pour. e. Bond Beams: Stop grout in vertical cells 1-1/2" below bond beam course. Place horizontal reinforcement in bond beams; lap at corners and intersections as shown. Place grout in bond beam course before filling vertical cores above bond Filed Sub Bid Required MASONRY PROJECr NO.90610 04101-21 beam. 7. Place vertical reinforcement before grouting. Place before or after laying masonry units, as required by job .conditions. Tie vertical reinforcement to dowels at base of masonry where shown and thread CMU over or around reinforcement. Support vertical reinforcement at intervals not exceeding 192 bar diameters nor 10 feet. 8. Place horizontal beam reinforcement as the masonry units are laid. 9. Preparation of grout spaces: Prior to grouting, inspect and clean grout spaces. Remove dust, dirt, mortar droppings, loose pieces of , masonry and other foreign materials from grout spaces. Clean reinforcement and adjust to proper position. Clean top surface of structural members supporting masonry to ensure bond. After final , cleaning and inspection, close cleanout holes and brace closures to resist grout pressures. 10. Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist displacement of masonry units and breaking of mortar bond. Install shores and bracing, if re- quired, before starting grouting operations. 11. Place grout by pumping into grout spaces unless alternate methods are acceptable to the Architect. 12. Limit grout pours to sections which can be completed in one work- ing day with not more than one hour interruption of pouring oper- ation. Place grout in lifts which do not exceed 5'. Allow not less than 30 minutes, nor more than one hour between lifts of a given pour. Rod or vibrate each grout lift during pouring operation. 13. Where bond beam occurs more than one course below top of pour, fill bond beam course to within 1" of vertically reinforced cavities, during construction of masonry. I I1 14. When more than one pour is required to complete a given section of masonry, extend reinforcement beyond masonry as required for splicing. Pour grout to within 1-1/2" top course of first pour. After grouted masonry is cured, lay masonry units and place reinforcement for second pour section before grouting. Repeat sequence if more pours are required. *Filed Sub-Bid Required MASONRY PROJECT NO.960610 04101-22 , 3.14 CLEANING, REPAIR & POINTING A. Remove excess mortar and mortar smears. B. Replace defective mortar as required and as noted on the drawings. C. Cleaning: Final cleaning shall be with special detergents and water and if they fail to completely remove grouting or mortar stains, a not stronger than 10% muriatic acid solution and stiff bristle brushes shall be used to remove residual stains. Brick shall be thoroughly saturated prior to apply- ing the acid solution, and the brushes washed and solution changed fre- quently to avoid transferring the stains to other locations. Work shall proceed from top downward and thoroughly rinsed off with clean water as each section is cleaned. The masonry subcontractor shall be responsible for any damages to this or other work caused by the cleaning process. D. Use non-metallic tools in cleaning operations. nr h are loose chipped, broken E. Remove and replace masonry units is which pp , stained or damaged. Provide new units to match adjoining units and install in fresh mortar or grout, pointed to eliminate evidence of replacement. i F. Pointing: During tooling of joints, enlarge any voids or holes, except weep j holes, and completely fill with mortar. Point-up all joints at corners, openings and adjacent work to provide a neat, uniform appearance, properly prepared for application of caulking or sealant compounds. 3.15 REPOINTING A. Aesthetic Effect: Repointed joints must match existing, original, cleaned joints in width, depth, color, texture, shadow line and profile except as otherwise directed by Architect. B. Locations: All cut out or open joints except joints to be caulked. Assume spot repointing (10% plus/minus) at all stone areas. C. Architect's Review: Do no repointing until Architect has reviewed and approved preparation work and samples in each area. Schedule work so as to minimize number of Architect's visits by having large areas ready for inspection. D. Mortar Installation: J J Dampen joints. Fill joints solidi with mortar in P Y layers approximately equal to joint thickness, installing successive layers as *Filed Sub-Bid Required MASONRY PROJECr NO.96MI0 04101-23 r soon as previous layers are thumbprint hard. Step back layers at daily , terminations to avoid full depth joint when following work is done. Tool finish surface of joint solid, matching profiles of original joints. After mortar has set sufficiently to prevent damage, clean masonry facing with stiff bristle brushes and water. No mortar shall remain on stone or precast faces. No chemical cleaners or acids shall be used without Architect's written approval and specifications. 3.16 PROTECTION OF FINISHED WORK A. Without damaging completed work, provide protective boards at exposed external corners which may be damaged by construction activities. END OF SECTION i r *Filed Sub-Bid Required MASONRY . i PROJECT NO.96MIO 04101-24 i SECTION 05101 MISCELLANEOUS & ORNAMENTAL IRON PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Condition, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplemen- tary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. 1.02 DESCRIPTION OF WORK jA. The scope of work consists of the installation (unless noted otherwise), of all materials to be furnished under this section and without limiting the generality thereof, consists of furnishing all labor, materials, hoisting, plant, transporta- tion, equipment, appurtenances, and services necessary and/or incidental to the proper completion of all miscellaneous and ornamental iron work as shown on the drawings, as described in the specifications, or as reasonably inferred from either, in the opinion of the Architect, as being required. B. For purpose of clarification, those items shown, detailed, designed and sized on structural drawings, excluding loose lintels, will be considered as structural steel. All other steel items will be considered misc. and ornamental iron. C. Furnish, erect and maintain staging, including mechanical hoisting equipment, required for the performance of work specified herein. D. Referenced Drawings: Work shall be performed as shown on drawings numbered: T-1, A-1 thru A-4 and S-1. 1.03 STANDARDS & CODES MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.960610 05101-1 A. The work shall conform to the codes and standards of the following agencies as further cited herein: ASTM: American Society for Testing Materials, as published in "Compilation of ASTM Standards in Building Codes". AISI: American Iron & Steel Institute, as published in "Specifications for the Design of Light Gauge Cold Formed Structural Members". AISC: American Institute for Steel Construction, as published in "Code of Standard Practice for Steel Buildings & Bridges"; Specifications for the Design, Fabrication & Erection of Structural Steel for Buildings. Federal Specifications as published b the United States Government, are P P Y available from General Services Administration, Specification and Consumer Information Distribution Service. AWS: American Welding Society Code, as published in "Standard D1.1-72, Structural Welding Code" AAMA: Architectural Aluminum Manufacturers Association. SSPC: Steel Structures Painting Council, as published in Volumes 1 and 2 of "SSPC Manual". 1.04 SUBMITTALS A. Prepare and submit shop drawings in accordance with the requirements of the General Conditions. B. Take measurements in the field and verify all dimensions before submitting , shop drawings. C. Drawings shall show in detail the various portions of the work, kind of materials, size of members, and methods of securing same together and to work of other trades. D. Where provisions must be made for attaching other materials of work included under this section or where provisions must be made for assembly and installa- tion of steel and misc. iron in the field, the required holes shall be provided in the shop. Unless such connections are to be welded, the sizes and locations of MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.96WI0 05101-2 ' i i 1 all such holes shall be shown on the shop drawings. Such holes shall be either drilled or punched and reamed. 1.05 DELIVERY, STORAGE & HANDLING A. Deliver and store items in a manner to prevent cracking or stress of compo- nents, and to prevent mechanical damage or damage by the elements. B. Items which become rusted or damaged because of non-compliance with these conditions will be cause for rejection, and such items shall be replaced without additional cost to the Owner. C. Deliver items to site in ample time to avoid.delay in job progress and at such times as to permit proper coordination of the various parts. i D. Deliver anchor bolts, washers and other anchorage in time for building-in by contractor. Deliver bolts, and other small items required for erection of work under this section, bundled with their respective items. E. Hot-dip galvanized steel shall be marked with a stamp indicating ASTM number and weight of coating and shall be inspected for compliance with ' applicable ASTM requirements. 1.06 COORDINATION A. The work shall be completely coordinated with the work of other sections. Verify dimensions and work of other trades which adjoin materials of this section before the installation of items herein specified. B. Obtain all necessary templates and patterns required from other trades for the proper execution of the work of this section. Furnish to other trades all items included under this section that are to be built into structural or other work of other sections. Supervise installation of such built-in work. 1.07 GUARANTEES A. Attention is directed to provisions of the General Conditions regarding guaran- tees and warranties for work under this contract. B. Manufacturers shall provide their standard guarantees for work under this P section. However, such guarantees shall be in addition to and not in lieu of all MISCELLANEOUS & ORNAMENTAL IRON PROJECr NO.960610 05101-3 other liabilities which manufacturers may have by law or by other provisions of the Contract Documents. PART 2 - PRODUCTS 2.01 MATERIALS A. Furnish new metals of best commercial quality for purposes specified and free of defects impairing strength, durability and appearance. B. Steel shapes shall conform to ASTM A36 for "Steel for Bridges and Building." C. Steel pipe shall conform to ASTM A53, Schedule 40, full standard weight, galvanized for exterior work. D. Castings shall be of uniform quality, free from blowholes, porosity, hard spots, shrinkage or other defects which would render then unfit for the service for which they are intended. Castings shall conform to dimensions indicated, with tolerance of plus or minus 1/8", except that dimensions of covers and openings to receive them shall be limited to plus or minus 1/16". Castings shall be smooth and well cleaned by shot blasting or other approved methods. Provide machined bearing or contact surfaces for joints where indicated or , required. Castings shall be at least Class 25, conforming to ASTM A48 Specifications for Grey Iron Castings. E. Fastenings: 1. Fastenings shall be of the same material as items to be fastened unless indicated or specified otherwise. Finish of fasteners exposed to view shall be of same quality as finish of materials fastened. 2. Except where otherwise specified under other sections, provide all non- corrosive expansion bolts, toggle bolts, lugs, shims, hook bolts, expan- sion shields, anchors, angle clips, plates and all other items of misc. iron shown on the drawings or required to complete all fastenings and to attach items of this section to work specified elsewhere. 3. Rivet steel shall conform to ASTM A 141. 4. Steel bolts and nuts shall conform to ASTM B6. MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.960610 05101-4 I ' 5. Filler electrodes or welding rods for steel shall conform to ASTM A233. 2.02 PAINTING & PROTECTION A. Before shipment, painting for all ferrous metal surfaces, except prefinished, ' galvanized items and those obviously not to be painted, shall, before leaving the shop or manufacturing plant, be cleaned of all scale, rust, grease and other foreign matter, and shall be given one thorough shop coat Tnemec Series 59 Varaprime universal alkyd primer applied in the shop in accordance with manufacturer's specification. Damaged and abraded spots on concealed surfaces shall be touched up using the same paint as the used on the primer coat. Primer shall be compatible for finish painting at the building site selected from manufacturer's listed under "Painting Schedule" of painting section. l B. Priming painting for non-ferrous metals shall be a product of a manufacturer approved by the Architect and shall be as follows: Generic type: Two-part, Epoxy-Polymide Minimum dry film thickness: 3.0 mils Maximum dry to touch cure time: 2 hours Minimum unmixed shelf life: 12 months C. Damaged and abraded spots on hot-dipped galvanized steel shall be touched up with "ZRC" zinc paint as manufactured by ZRC Chemical Products Company, ' Quincy, MA. NOTE: Work required to be hot-dipped galvanized shall be shipped to the job site "unprimed" for visual inspection by the Architect. D. Paint to protect dissimilar metals shall be a product approved by the Architect and shall be as follows: Generic type: Solvent based coal tar solution Min. dry film thickness: 12 mils Max. dry to touch: 3 hours Min. shelf life: 12 months 2.03 GALVANIZING m assemblies specified and/or noted as galvanized shall be hot- A. All ferrous metal asse b sp dip galvanized after fabrication. Hot dip galvanizing shall be nickelzine equal MISCELLANEOUS & ORNAMENTAL IRON ' PROJECr NO.96W10 05101-5 to "NiGaly" by Duncan Galvanizing Corporation or equal. B. Galvanizing shall conform to ASTM A 123 hot-dip process except as indicated below: Steel pipe: A 120 Structural steel shapes: A 123 Assembled steel products: A386 Steel headers: A525 C. Submit to the Architect a notarized statement from the galvanizing plant certifying that all items and materials to be hot-dipped galvanized conform to the ASTM requirements listed herein. The statement shall include the list of items and material. D. All galvanized items shall be inspected for compliance with these specifications and marked with the name of the galvanizer, ASTM number and weight of zinc-coating per unit area. E. Galvanizing is required for, but not limited to, the following items and as scheduled later unless noted otherwise. 1. All ferrous metal exposed to the weather, to moisture or to conditions of continuing humidity. 2. All ferrous.fasteners, clips, sleeves or accessories in contact with galvanized items. , 3. All ferrous metal attached to, or embedded in, masonry or concrete. 2.04 WELDING A. The current issue of Standard Code of Arc and Gas Welding in Building Construction shall apply herein as though written out in fill. B. Welding shall be continuous except where tack-welding is specifically permit- ted. Tack welding will not be permitted on exposed surfaces. All exposed welds shall be ground smooth. C. Where structural joints are made by welding, the details of all joints, the techniques of welding employed, the appearance and quality of welds made, MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.%0610 05101-6 �� ' and the methods used to correct defective work shall conform to the require- ments of the AISC and AWS Codes. D. Welds shall be made only by welders who have previously been qualified by tests as prescribed in AWS "Standard Qualification Procedure" for the type of work required. E. The use of a gas cutting torch in the field for correcting fabrication errors will be permitted on structural framing members only when the prior written 1 approval of the Architect has been obtained for each specific condition. 2.05 FABRICATION A. Metal surfaces shall be clean and free from mill scale, flake rust and rust pitting, well formed and finished to shape and size, with sharp lines and angles iand smooth surfaces. Shearing and punching shall leave clean true lines and surfaces. Weld or rivet permanent connections. Welds and flush rivets shall be finished flush and smooth on surfaces that will be exposed after installation. Weld all joints except where other connecting means are indicated or permitted by the Architect. Where used, screws or bolts shall be countersunk, screwed up tight and threads nicked to prevent loosening. B. Fastenings shall be concealed where practicable. Joints exposed to weather 1 shall be formed to exclude water. C. Provide holes and connections for the work of other trades. ' PART 3 - EXECUTION 3.01 PREPARATION & INSPECTION A. Verify measurements in the field, as required for work fabricated to fit job conditions. B. Before starting work, examine adjoining work on which work is in any way dependent for perfect workmanship and fit. Do such corrective work to adjoining work as may be necessary to make work in all respects perfect. i3.02 WORKMANSHIP A. All items shall be installed plumb, straight, square, level and proper elevation, MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.9&X10 05101-7 location and alignment with other work. All work shall be designed for adjustment to field variation, fitted with proper joints and intersections, adequately anchored in place. B. Weldingshall be performed only b qualified, skilled welders, in accordance P Y Y with best practice, using equipment of characteristics suitable for work re- quired to enable operator to produce work as specified. Electrodes of correct ' classification numbers for positions and other operating conditions in the intended work shall be used in accordance with manufacturer's instructions. C. Parts for assemblyshall be tack-welded prior to full welding. Joints shall be , P g continuously welded, unless otherwise permitted by Architect. Stagger weld frames in order to reduce stress. Metal warped during welding shall be ' straightened and brought to true plane. D. Dress welds smooth and flush where so indicated, or where necessary to remove sharp projections, particularly at handrails and ladders. E. Provide necessary holes and sinkage for attaching hardware, other items, and anchorage for attachment to adjoining construction. Drill or punch holes of correct size required for anchor bolts or connections. Burned holes will not be acceptable. Drift pins may be used for aligning work but not for enlarging , holes. Holes must a correctly located to permit bolts to be placed squarely and without offsets. F. Assemblies specified to be hot-dipped galvanized shall be galvanized after fabrication. No drilling, welding or forming may take place after hot-dip , galvanizing. Fasteners in assemblies shall be hot-dip galvanized. Where welding is required, weld with uncoated wire to prevent flux deposits. If coated wire is used, all flux residue must be thoroughly removed and bare white metal exposed. Where overlapping surfaces cannot be avoided and are welded, seal off contact area by welding all edges around contact area. G. Finishes: 1. Ferrous Metals: Surface shall be cleaned in conformance to Steel ' Structures Painting Council Specification SP-6 for Commercial Blast Cleaning followed by solvent cleaning. Shop prime with one coat of specified primer. 2. Non-Ferrous metals shall be shop painted unless otherwise noted. MISCELLANEOUS & ORNAMENTAL IRON PROJECr NO.96W10 05101-8 i 1 ' When paint finish is required, surface shall be cleaned in conformance to Steel Structures Painting Council Specification SP-1 and SP-3 for power brush and solvent cleaning. Shop prime with one coat of speci- fied primer. 3. Where manufacturer has adopted shop procedure of baked-on rust- inhibiting primer of quality equal to, or better than, coatings specified herein, they may be used if approved by Architect prior to commencing fabrication of items to be painted. H. Paint to protect dissimilar materials: Apply one coat of approved coal-tar only to those surfaces of metal which will be in direct contact with masonry, concrete or a dissimilar metal. 3.03 INSTALLATION A. Each item of work shall be installed plumb, level, true to lien and accurately Y fitted to adjoining work. Install supporting members, fastenings, framing, ' hangers, bracing, brackets, straps, bolts and angles required to set or connect work rigidly and properly to concrete masonry or other construction. I B. Place suitable anchors and expansion shields, as required for proper anchor- age. Draw up bolts tight. Re-tighten bolts after assemblies are complete and in place. Anchors and other connecting devices required in concrete or mason shall be C. g q masonry built-in as the work progresses. Fastening to wood plugs in masonry is not ' permitted. D. Except where otherwise specified for particular work items, or where work is required to be built-in, secure to masonry with expansion or toggle bolts. Drill holes in concrete or other materials of correct diameter and depth to ' properly accommodate expansion sleeves. If sleeves are improperly expanded after installation, remove same and install larger sleeves and bolts. 3.04 SCHEDULES- TO BE DETERMINED A. Note: It is not the intent herein to describe all the items of light iron and misc. metal work required for the building. All of the light iron and misc. metals not specified herein or under other sections, but shown on the draw- ings, shall be provided under this section at no additional cost to the Owner. MISCELLANEOUS & ORNAMENTAL IRON ' PROJECr NO.960610 05101-9 1 B. Pipe Railings & Brackets: , 1. Where shown on the drawings, furnish and install interior and exterior 1-1/2" o.d. pipe railings and posts to detail, constructed of Schedule 40 , pipe, with all connections neatly fitted, welded and ground smooth. Where railings occur against walls, brackets shall a malleable iron base 'on Model #4546 with concealed fastenings, spaced as shown. Where ' posts occur at concrete, core same and set using lead shims and "Por- Rok" non-shrinking cement grout. Holes to receive posts at concrete shall provide at least 1/2" clearance around entire perimeter. Hold , expanding grout back 1/2" from finish surface and fill void with Portland cement grout to match color and texture of adjacent surface. C. Steel Cage Ladders: 1. Fabricate and install a galvanized steel cage ladder similar in design to Model #531 as manufactured by O'Keeffe's, Inc. Design, fabrication and installation shall be as per applicable OSHA and ANSI codes. mi m items unless otherwise , D. Note: Take care to include the following sc. etal t s specified under related sections: 1. Shelf angles, hot-dip galvanized steel (as required for all recessed cabinets, louver openings, valances, fascias, window framing, rolling door framing, counters, etc.) , 2. Sleeves, steel as required. 3. Misc. anchor bolts, steel. .4. Appropriate anchors, fasteners, sockets and accessories required to , complete the proper installation of all items of this section, whether indicated or not. , 5. Misc. steel structural shapes. 6. Misc. light metal shapes, including closure plates, angles and brackets. ' 7. Relieving angles. E. Prefabricated Metal Stair & Rails: MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.960610 05 101-10 J 1. Prefabricated metal stairs shall be manufactured by American Stair ' Corporation or approved equal. 2. Stair manufacturer shall provide all stair and railing components plus supports and fasteners as required for the complete stair system installa- tion. All will comply to the following: Structural Steel: ASTM A36 Steel Sheets: ASTM A569 Steel Tubing: ASTM A500 3. Shop primer shall be in accordance with government specification TT- P-645. 4. Treads and landings shall be manufacturer's standard poured-in-place concrete pan and open steel grating treads, see drawings. r5. Handrails shall be manufacturer's standard round railings with continuous top and wall rail as noted on drawings and as required to complete stair installation. 1 6. Stair manufacturer shall provide installation, specifications, shop ' drawings and calculations signed and sealed by a registered professional structural engineer, registered in the Commonwealth of Massachusetts. ' 7. Stair manufacturer shall provide as many copies as required to all governing reviewing authorities as directed by the Architect. All components shall be installed plumb true and level. All components shall be installed as per approved manufacturer's directives. F. Steel shutters, frame and hardware. END OF SECTION 1 . MISCELLANEOUS & ORNAMENTAL IRON PROJECT NO.960610 05101-1 1 f ' SECTION .09900 PAINTING PART 1 - GENERAL REQUIREMENTS ' 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. rB. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supple- mentary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construc- tion specifications affecting the work of this section of the Specifications. 1.02 SCOPE ' A. Section includes: 1. Primers ' 2. Finish paints 3. Back prime all new exterior woodwork 4. Caulking and filling of irregularities prior to painting. ' 5. Preparation of existing finishes to receive new paint. B. Referenced Drawings: Work shall be performed as shown on drawings ' numbered: T-1, A-1 thru A-4 and S-1. 1.03 SYSTEM DESCRIPTION ' A. Performance: . ' 1. Refer to drawings and schedules for extent of work. 2. Work to include total painting and finishing interior and exterior exposed items and surfaces throughout project except as indicated. 3. Surface preparation, priming, and coats of paint specified are in addition to shop priming and surface treatment specified in other PAINTING PROJECT NO.960610 09900-1 J sections. , 4. Work includes field painting of exposed bare and covered pipes and ducts, including color coding, and of exposed hangers, exposed steel and iron work and primed metal surfaces of equipment installer , finished items, finished metal surfaces, operating parts and labels or nameplates. 1.04 SUBMITTALS A. Provide submittals to form defined in Section 01300 - Submittals. ' 1. Manufacturer's data. 2. Colors as selected and approved by Architect for exposed interior and exterior surfaces. 1.05 DELIVERY, STORAGE & HANDLING A. Fire Protection: n , 1. Place materials which might constitute a fire hazard into metal containers. , 2. Remove from premises at close of each days' work. 3. Take every precaution to avoid damage by fire. B. Surface Protection: ' 1. Provide suitable coverings to protect surfaces not requiring painting. C. Accessories: 1. Remove or protect items which are not to be painted and which were , placed before painting. 2. Reposition or remove protection upon completion of each space. , PART 2 - PRODUCTS 2.01 MATERIALS A. General: PAINTING PROJECT NO.%0610 09900-2 i 1. Tint primers and undercoats to approximate shade of selected finish coat color. 2. For deep tone finish colors, use Deep Base Primers recommended by manufacturer for surface. 3. Dry Mil Thickness: ' a. Comply with manufacturer's specifications. b. If thinning of materials is performed, apply additional coats to achieve full film thickness of coats specified. ' 4. Color Selections: ' a. If color is not listed for any specific area or item, it does not relieve contractor of responsibility for providing colors to be selected. ' b. Color selection made by Architect is to determine basic color required for surface. C. Colors with same designation but produced from 2 or more ' sources shall match when viewed from distance of 24" or more. d. Final application of colors shall match prepared samples ap- proved by Architect. 5. Manufacturer: For purpose of designating type and quality of work specifi- cations P rP g g YP q Y � P cations are based on products of Benjamin Moore. ' b. Products of other manufacturers shall fully match type and quality of product specified. ' C. Alternate Acceptable Manufacturer: Pratt & Lambert, Pitts- burgh Paints. ' B. Surfaces: 1. .Masonry: a. Primer: None at new; prep and wash existing as per finish manufacturer's directives. ' b. Finish: 2 coats, Hydrozo Clear Double Seven, Silpro (Silrez- 5), or approved equal. PAINTING PR07ECr NO.%0610 09900-3 1 1 1 ess 2. Pressure-Treated Wood: a. Primer: None ' b. Finish: 2 coats, PTW Series, #0700 Series 3. Metal Galvanized: ' a. Primer: 1 coat, IronClad Retardo Rust Inhibitive Paint b. Finish: 2 coats, Moorcraft Gloss House Paint ' PART 3 - EXECUTION 3.01 PREPARATION A. General: ' 1. Prepare surfaces to receiving paint; thoroughly clean off substances that may interfere with proper adhesion of paint. 2. Fill dents, cracks, hollow places, open joints and other irregularities with filler suitable for purpose and, after setting, sand to smooth finish. 3. Prime surfaces not more than 8 hours after cleaning. 4. Do not paint when air is dust-laden or when weather and temperature ' conditions are unsuitable. 5. Do not paint exterior surfaces in damp or rainy weather. 6. Comply with manufacturer's recommendations and these specifica- tions with respect to application and drying period temperatures and application conditions. 7. Vacuum all surfaces to remove any dust and dirt before start of , painting to prevent raising of dust during painting operations. 8. Apply prime coats after completion of surface preparation to prevent contamination of substrate. ' 9. Caulk all voids, cracks, seams, intersection joints with applicable caulking to arrive at a flush finish surface. 10. Inspect all surfaces and assure that they are in proper condition to 1 receive work to be performed under this section. The starting of work on any floor or any space or area will be construed as accep- tance of such surfaces as being satisfactory and any defects to the , surface will be corrected under the work of this section. PAINTING PROJECT NO.9WO 09900-4 B. Metals: 1. Clean metal surfaces of foreign matter before priming coat is ap- plied. 2. Remove grease and oil with cleaner manufactured for purpose. 3. Aluminum: De-grease and steam clean per SSPC-SP 1, solvent cleaning. 4. Galvanized Iron: Clean as recommended by paint manufacturer. 5. Iron & Steel: SSPC-SP 2, hand tool cleaning or SSPC-SP 3, power tool cleaning. 6. Exercise care to prevent damage to shop coat. 7. Touch up abraded or marred shop coats with paint used for priming. 3.02 APPLICATION A. Mixing: 1. Mix materials thoroughly and strain if necessary. 2. Do not change ready-mixed materials except according to manufacturer's instructions. B. Application: 1. Apply materials with care to uniform and proper film thickness. 2. Apply with minimum brush marks. ' 3. Ensure finishes are uniform in sheen, color and texture. 4. Allow coats to dry min. 24 hours on interior and 3 days for exterior before applying succeeding coats. 5. Do not spray apply exterior paints. 6. Back prime all exterior wood trim and surfaces. 7. Each successive coat of paint shall be tinted to distinguish same from ' surface receiving paint. 3.03 ADJUSTING & CLEANING A. Remove paint spots, oil or stains upon adjacent surfaces not requiring painting and leave entire job clean. END OF SECTION PAINTING PROJECr NO.90610 09900-5 1 1 1 1 1 1 1 1 1 i i 1 1 1 1 Assessor's office 1 st Floor): Assessor's map and lot wmbar © of THE to Conservation(ath Floor): i IN S A �®IN COMPLIANCE Board of Health(3rd floor): ► , • - Sewage Permit.number ��'j ti>'��.- 3 Q ,�, WITH TITLE 5 t DearsT�at ENVIRONMENTAL CODE t�N 'moo r030. Engineering Department(3rd floor):� GJ "� House number ! = TOWN REGULATIONS Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.-and 1:00-2:00 P.M.only TOWN ; OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO -TYPE OF CONSTRUCTION C Nc_rc c T� 19 TO THE INSPECTOR OF BUILDINGS: A, The undersigned hereby applies for a permit according to the following information: Location k s < <e sA,. tK e v., Proposed Use U t, t��/ LSv `c�w�o �G� &ro cwnc, w,le..- -A N — c)� Zoning District 1180=9?��A� 7014= Fire District_ �r.Sz s�.t � wa��r- „„��� •��, i Name of Owner c A 'ty Address MA Name of Builder l_KS sm r_ Address �-FFtu_� "fi ��e,��: u� i d3 $►{ Name of Architect C0A C raL- 5%,0 C.+e-jpsc Address QMe_,rCt'.Q Av JA 0� 5&� � MA 0 30-5-1 Number of Rooms Ohm- Foundation Exterior �m Xtc) r cG1 Crzv.c rz l PC Roofing ` C211c c rTT Floors o yl.e -'�cory 10. Interior co",__ Heating `r c�r c �ascr,.ssd Plumbing �. Fireplace n Vie— Approximate Cost 2© 4 Area Diagram of Lot and Building with Dimensions Fee CO`^CrA, s3sic_% MOz) COP-\ V\A, I�OC�C� M Q, 2 \ I 1 Yv�ch s p V\.S -7 1 W>( 157 1/7 k t� to J Y OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstabl rega g the a v tru ion. t Namer'�' Construction Si tpervisor's License I j BARNSTABLE COUNTY/SUPERIOR COURT HOUSE No 36110 Permit For BUILD UTILITY SHED Commercial/Barn. Ct . Fire & Police Training �55� S°Z Flint Rock Road Location . _ Barnstable Owner Barnstable County/Superior Court House. s ` Type of Construction Frame Plot- �' Lot ` 1 I?'erm` I it Granted� August 23, � � 93 .� r, � 4 19 Date of Inspection: Frame 19 Iiinsulati6 19 ' ,�fireplacw, i 19 Dat r � Y � 1`/�� I �y jvl _ �.. °• � ram`, , e dorfioleted' 19 S Y - t ,`.Asses50r S office (1st floor): C SYSTEM- ''��Assessor's map and lot number .... . — I UST�� .. FtNEtO` , /.,�....�'...... .. . ED IN COMPLIANCE • �Q� ':?" �A o Board of Health Ord floor)- * `O -' Sewage Permit number TITLE 5 r CC/.T.�-.� ., ...............::.. J`i T Z BAHd5TABLE, i Engineering Department (3rd floor): AMEQU DE +o ras O t639. 0� . House number ......_..... .......................... ..,.r:.......:............. ��I�la� �OYA�a\ Ddtifinitive Plan Approved,-by Planning Board __ ________---------------------19-_ -'__--_ . ` APPLICATIONS PROCESSED -8:30-9:30 A.M. and. 1:00.2:00 P.M.'only TOWN ,OF. BARNSTAB.LE BUI,L.DING- . INSPECTOR APPLICATION FOR PERMIT TO ; v ' " TYPEOF CONSTRUCTION ............:.................................................... ........'........................................................ -------------C.. ..r.........,...19.$. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... �17� f� .. .......... � ?�.. ...........:. ..... titi� ProposedUse' ..............................................................................................................................4 Zoning District .... ..... . ............. . // ........................... :.......:...............................Fire District' ....... �14 . Name of Owned &-� ,T � e" .6...........Address _` c SQ Name of Builder�.0v ...... 6f�X� (2.....:.Address s ........... ................... ................ ...fir ........................ ...........���.1.�.�,... F' Nameof Architect .........../.......................................................Address ..................................................................................... Number of Room's ....................... . Foundation ...� GT Exlerior ...~��....�J�-'.�....�!�.!�.�..........:...................Roofing .........., �. Floors �i�/ - .,...'.:.............Interior ... ��1 OG'1............................................... Heating ................................................................Plumbing .........�a.c................................................................ ....A roximate Cost Fireplace' .......... � ......................:.................................... pp `T...Ut�1................................. Area !.v..� Diagram. of Lot and Building with Dimensions Fee N .......................... 4i ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. , Name ................ .... ....................................... . Construction Supervisor's License ..�. �...�'� COUNTY OF BARNSTABLE 319 3 3 Permit for ADD TO Storage.:.Building........................ Location .,•Flint:.Rock Road ^r i t Barnstable Owner County of Barnstable 'a Frame Type of Construction w 1 •r7 a * ......... +, Permit Granted June.. 2 r fi.. 19 $ Date of Inspection �`'�ti 3�.... ....'19 �;• �* abate Completed ...• ....19 ci tz 7`rww0 -ems �' •r a, c,. 7 MIS �j; � ±L�! {`,, :.� .+ `♦ � ! � 1 err ' L'- - - � {1�' - �' _ ! �. .� j •� /Ai . • ' - �.r} min. 7£ ,,�.•�- S • • � � � - . • • • SDI ' ,a • � ' • ,r1 • w N TOWN OF &4RNSTABLE =''`�➢ Dr PQsC. I I A PLAN O F �x PO TION- OP A C01313 LCaT III! 19�� ® EKRNSTABLE , ti4A155., P2ECINCT Af 1 0 C 1 TOBE 0�1�/EYEt7 -FO T N `! f E r COUNTY OF 8As2 N5TAB LE' -G a, z a EWANSTAf3LE MA., PREC. .l. rSCAILE-. 1"_ Zco PPR'D BY TOWNLgj& -� REV. •5 RVEYOR E:. :17, 1Q82 APPR'D BY TOWN Na Y Ic SA�)N ENGINEER � .E+,;ro.L.>=aAs FILE NO. P2E3C. 3 , 50 M Zpp 3w 400 GOO qoo �CC/S I '=2000 " fXR REGISTRY USE ............. 3 �o � 3 AlG 3 MOWN ,V S M T REAL-fY TQU ST Q Z1•40MAS M. Sk•11E LDS 72 . • ` CCOgB TRUST �3iC• . IU7rc lam. Iq$ �o � � - �, p p ` 1 IllDEPE N�Et.10E iZK INC. Bit. 2217 Pc,. 77 GGs�T RaCF . 0 ` [ AMA— p r gyp, f . . 'Q -K S AC! OF . /.55,.tCt Ft�.4PEA ,� �•.?D.4C. ��` Q0. o c i sv - 'jC"%1r '.ICI - I N DEP H N DENCE PAlzlc I NC. - Ow. 2217 >=t . 77 Z 57DNE I netVy *woo piw has been pftpomd in ,y3i'o5 Sarnstabis Planning ®-c.,:d oor401** w4hiba rvlesand feglula!>a>rsof wDEPENDENCt= �� i^� , Approval under the s.ubdivisibr. 4he "stars d Daeda d 4he cor.-m-w o ,- - ____ - -- -- — 2217 �. /7 CORt I` d. or] . O 1 2 3 -Date . f,= SL veycr -zu cue �I I I r 1 I 1 1 r r r r g5 ,c.T' ' e r f. r I L i T7 _ h i►i _- ` I ..i --� -L .:..I_. � _ --I--:I -I i i�i�V� _ I _i.._I L _I - I T I _ I_. I -i 1 _ I I -t i -77 1 I __j ( I L t I t i 1 i I ,.l 1 1 _ - - - f.i I C I i i l l r I--- --1 - � T— 1{ PbvRc'D Founlc r#c*r (to") 25' RDDrr,oV 70 t7csnod& 25 x 25• EXISTIwb STORA&E SolidlN STOf2-AGLG $u1IdfNG iw $LOCK Fp(�Na�kTf ON " (� FRONT VIEW -4-4 S ca L_s COUNTY o-r BARN STAbL S POLICE I FIRE ACADEMY a 9 LOCA-rioN FLINT ROCK JZD PLOT Pl_A/V PAGC- 30 Goolc 773 sew ^T AeNea T No I r'peC T - �T- - 1 - sovTw VIEW IBLA-CK . EXISTfNG_ -6U(L. -blNrG L. C- ...... �h2 .. NO WINDOWS � R�^r!� _ f i ADDITIOA/ TO STORAGE BUILD/N.G z o' FROJUT NO.- 20'-0' 46-10' -- EXISTING STRUCTURE EXISTING MANHOLE NEW ADDITION 6'-O' 40'-0' 1 t 2'-6' (` OPNG -- � 3'-4' 3'-4' I t 6-8' 2'-8' - 6'-8' 2'-8' 6'-8' 3'-4' 4'-8' DENOTES 16'X4, SCUPPER LIMITS OF EXISTING v� i,.1.O. M.O. M.O. M.O. THROUGH WALL AT 3 CONC. PAVING TO ! L _ _ __ FLOOR/RO(:)F LEVEL. A-s� .` REMAIN 3 r i i - - SEE ELEVATIONS, TYP. �IOJ�iCT TBA�: NEW � Cone. WALK w/6x6 g A "� W1.4XW'1.4 WWF ON COMPACTED \ ARCHITECTS GRANULAR 5118-BASE I LLI t 1 - I I BROWN a L WICKX sT ST. YARMOUTHPORT, MA i 1 0 606-362-2727 NEW SLAB FLUSH W/ ( i '4 I I ` r D `v ROOF OPENING AND 1 I O o i r06 HATCH, SEE 3/A-4EXISTING I I STRUCT. ENG. - GALV. STEEL CAGE LADDER ALAN W. JOnE.S 1 — I I P.O. BOX 79 - II ■ ■ nr 3A1'10M/K.Ff, MA BURN ROOM 'A' iI BUP 'ROOM B BURN ROOM SO 403 soa-beb-sra.� VERTICAL CONTROL JOINT i Q 1 1 ,tO2 � O I, 103 W/ BACKER. ROD AND SEALANT, TYP. @ JUNCTION TO I _ EXISTING BUiLDiNc=� C.J - - I WALL MOUNTED GAL_V.STEEL r O� I� i, LADDER W/SAFETY CAGE SEE 3/A-1 - {� r wr LINK I i i II _._ OPEN GRATE METAL - II STAIR UP TO FLOOR ABV. _ 2' X 3/16' ALUM. WALL 'v 1O1 RACKETS ANCHORED TO Q f v �jfSE T IL- - SEE 4/A-1 MASONRY WALL AS REQD. 1 � in 5 ION - Q 0 UP y q7w FLOOR. LiNE 0 if VERTICAL CONTROL JOiNT W/ BACKER ROD AND I ! SEALANT, TYP. ® JUNCTION TO EXISTING BUILDING i t C.J 2 � !ii -- I 1R T T--- _ S A I3'-4' I 1 1 12'-0' 3'-4' - - !4Oo up '- ELEVATION-BURN BOOM 103 DEMOLISH EXIST SIDEWALK - v I I OFFSET I--- i SECTION t /�►-� I ! II � EXISTING PLATFORM TO I i I Ask .00 / j1 1.5' IDiA. PAINTED STEEL __-_- --_ i I A i I 1 ( 8 '� HANIDRAIL ANCHORED _ REMAIN Z O ( \o TO CMU, TYP. Q .40 0 3 w �) I II 6 � 11 MCI NMI NEW 4 COI WAL W/K X6 W1.4XW'1.4 WWF ON COMPACTED --- -- ---J A woo GRANULAR SUB-BASE ( I I 3 4'-0' 2'-8' 11 6'-8" 2'-8' 4'-4' 3'-4' 12'-4' '" FI.RST FLOOR PLAN M.O.- - M ALE: 1/4" 6'-0' 1 t I THIRD � _, 793 SQ.FT. I t 46'-Ca 11 NEW ADDITION AWk APPROXIMATE LOCATION OF EXISiNG DRAiN LiNE FROM CONTAMINATION CLEANUP. G.0 SHALL_ VERiFY LOCATION AND DROP PiPE TO CLEAR THE BOTTOM 460 OF PROPOSED FOOTiNG.(ASSUME 50'-0'. NEW 4' PVC.) NEW ADDITION s` 14 TR ® 10' = 11'-8' 4-0' ~� ~ CANT. PREFABRICATED GAL-V. STEEL- 4 i �- - STAiR AND RAILINGS, PAINTED 4'-O' 2'-8' 6'-8' 2'-8' r I M.O. SECOND ,W A-4CID CID Ij OAK I - A DEMOLISH EXISTING STEEL ----- - -- --- _ SHUTTERS. DEMOLISH EXISTING CMU DOWN TO FLOOR Lii`1K r3,-4. �LINE., WIDEN OPENING TO `3'-4', REINFORCE HEADER 2O,1BURN ROOM NC' MEZZANiNE � � � BURN Roots 'B 103AS PER DETAILS. j -- C.J '202 E.O.C. 203 MATCH FINISH FLOOR. PLAT, FIRST STAB! ELEVATIONS (SECOND FL ONLY) OPEN TO BURN ROOM --- n - ;,`►A." -_-- 'B' BELOW ' ` w -,RED E D ,!p�\� �oRGE �lF - �' i 1.5" DIA- GAL' \ 7 0 -- / � OFFSET - ,r-- ----- --- V. • o Q ,/ --- ..._. _.----.__.__ - STEEL HANDRAIL No.3U46 c_ \ J v 0 SECTION i S P%RNSIABLE Vl cl) 8 1.2 PAINTED, TYP. MASS. ~ 4z - � ° 9 D W v! 0 4 ELEVATION-BURN ZOOM 103 - STEEL STAIR oy�F G�J o SCALE. 1/4 = 1' O ti AS REPAIR EXISTING CONC. FLOOR AS REQUIRED G• --- - -" FOR LEVEL TRANSITION -- BETWEEN NEW AND EXISTING i Q _STAIR DN 15" D1A. GALV. STEEL w v, Q _ HANDRAIL, GUARDRAIL ---- AND STAIR BEYOND. PAINT FLOOR PLAN 12 r� I - --- - 0 3/8'X9'X10'-8' GALV. STEEL ,- ----PLATE W/ EMBEDDED °O ANCHORS (5) INTO COII BATS _J "v W Q FLOOR SLAB POUR. �, J ` UP - �, 44 SEPT. 19% v i OFFSET `.../ ', � � U 1 j'• h SF_CTiON v --- - -- - -- A, - i DRAWN BY: -1 FIELD WELD GUARD RAiL_ F TYP. STAIR RUN L PR.E-FAB METAL DSTAIR STSTEM AND STAIR TO STEEL JA PL _�R1ND SMOOTH, PAINT 8 RISERS � 7'+- CONCRETE PANS, !ANDINGS, � � '•� . 7 TREADS 11' CLOSED STEEL RISERS. ALL STEEL .•� �� +1' NOSING PARTS TO BE HOT DIPPED GALV. � NOTED O AND FIELD PAINTED. 2 It . 2 008 PLAN 5'-4' 6'-8'(CMU) 3'-4' SECOND FL '- n ll 4 • � �aAwnrc No.: CLEAR CLEAR i A-1 SCALE: 1/4' = 1'-0' 4-0'_ 2'-8' 6'-8' 2'-8' M.O. M.O L—SECOND FLOOR POUR 793 SQ.�T. 6'-O' 36'-0' _ 4-0' 46'-0 --- 5 DETAIL 1 NEW ADDITION --- �A-'1 / ,CALE: NOT TC SCALE PROJECT NO.: REVISION& GENERAL NOTES NEW ADDITION —40_0 — A. 12 \` DENOTES DOOR DESIGNATION (FOR REFERENCE. ONLY) PROJECT TRAM 4'-0' 2'-8' 6-e 2'-8 M.o. M.o. DOOR. NOTES: ARCHITECTS DENOTES 16'X4' SCUPPER r i r r BROWN It L IDGAAST THROUGH WALL AT (. ALL DOORS, INTERIOR AND EXTERIOR SHALL BE 3 —O X 6 —8 X 1 3/4 THICK 926 MAIM ST. FLOOR/ROOF LEVEL CONSTRUCTED AS DF cC'RIFaFD IN DETAIL 5/A-4. SEE SPECIFICATIONS FOR Y T, MA A 4 SEE ELEVATIONS, TYP. HARDWARE SET. 508-362-2727 ALL DOOR FRAMES SHAI_ 13F CONSTRUCTED ENTIRLY OF PRESSURE TREATED STRUCT. ENG. STOCK AS DETAILED ON DRAWING 5/A-4. ALAN W. BONES I Ilk-FEASTING ROOF I P.O. BOX 79 SANDWICH, MA POURED CONCRETE —__.__.-.. ' ----- i \\ ' 505-888-3454 STAIRS DOWN TO EXISTING ROOF LEVEL. v I } 2 EQUAL RISERS 3' 4' 5'-8' — 5'-s" 3' 4• T ROOF HATCH, SEE DETAIL 1.5' DIA. GALV. STEEL C.J. �. DENOTES STEEL- SHUTTEP, [DESIGNATION (FOR REFERENCE ONLY) HANDRAILS EACH SIDE vi , f 0 n i OF -SET c 'i. 1�tE'�i METAL. SH'JTT-ERS SHALL. BE CONSTRUCTED AS PER DETAIL. 4/A-4, DEMOLISH E05T IG PARAPET I SECTION `- AT BRIC�C,- REPAIR EXIST. I p A(�D SHALL INCLUDE L-ATCHING MECHANISM SIMII_ AR TO THE EXISTING IQ Q NEW 36' HIGH PARAPET I b �^ v S TTEE L SHUTTERS. FIELD VERIFY. _ I 4 1 � C.J. C. G.C. SHAL-L- VISIT THE SITE AND VERIFY EXISTING CONDITIONS DN I I C.J. LU TING BID. PRIOR TO SUBMIT - 0AMK ' I y OFFSET `r 10 UPI - __ v Q {—�--- W � { SECTION ``� I WWI U ~ d AM !+ "v I � PER � Aft 14W TYP. STAIR RUN I 8 RISERS 0 7'+- O O 7 TREADS ® 11' +18 NOSINGONO �Ar r_ pow x A 5'-4L' 6'-8'(CMU) 3'-4' THIRD FLOOR PLAN - CEAR �CLEAR 6'-8' 2'-8' 527 SQ.FT. M.O. M.G. 36-O - r~ ONO_ 46'-O � _ -____._ r-, NEW ADDITION _ * I MEN ow Oak A^ f pmw 7% `r` 1 ALL CONCRETE ROOF AW —_.3lJRFACES TO RECEIVI-0 *qw r1 x 2 COATS OF HYDROZO ' DOUBLE 7 OR APPROVED EGIUAL C -- —- ---------- DENOTES 16'x4' SCUPPER DENOTES 16'X4' SCUPPER ~ THROUGH WALL AT A^ _ ------- — THROUGH WALL AT FLOOR/ROOF LEVEL FLOOR/ROOF LEVEL ROOF HATCHS, SEE DETAIL � --SEE ELEVATIONS, TYP. , SEE ELEVATIONS, TYP, ( TYP OF STAMP —s— - - / No.3046 eaMASS. _ C.J. TITLE - - ------_ .__ - FLOOR PLAN -- — — —a ----- ROOF PLAN I K' Dn I SATE 1 { ` —— / 11 SEPT. 1996 cc l � �---- DRAWN BY: �3) JAD — --T--- _ — _ SCALE: NOTED C.J. DRAW1NG NO.: 2 % 3 HIGH ROOF PLAN 2 LOGY ROOF PLAN A- -2 SCALE: 114' _ Mm Ald A-2 SCALE 1/4' = I'-O' l 133 SQ.FT. 11OJUT NO.: r UVISION& PBOJECT TEAS: ARCHITECTS EXISTING STRUCTURE NEW ADDITION _—__ BROWN & Lfl`FOQIJtST 926 MAIN ST. PRE-CAST CONC. YARMOUTHPORT, MA PARAPET CAP, TAPERED _-_--._._--------.—.--_---_---.._--- 508-962-2727 TYPICAL 8' CMU, W/SPECIAL S RUCT. ENG. — - -- ------- COATING, SEE SPEC. 4'X16' SCUPPER -- - AL-AN W. JOPIES THROUGH WALL HiGH ROOF HIGH ROOF P.O. BOX 79 - - - *— SANDWICH. MA 506-8W-9154 EDGE OF STRUCTURAL _ FLOOR SLAB ! C.J. +' —_ i •� NEW GALV. STEEL --- HANDRAIL — _ ___. 8' CMU, W/SPECIAL - _ -_-- --- NEW CONC. STEP - -_- LOW ROOF ZT COATING, TYPICAL. _ �--_-- - ---- -.— - - - - LOW RC�F _- m DOWN ONTO - - - - EXiST ROOF - - C.J. NEW DOOR AND F--47 - - J. P.T. WOOD FRAME ---- \ _ SEE DETAILS - -- I - -- THIRD FLOOR - / -- _ THiRD FL&I - 01 EXiST. ROOF Ir EDGE OF STRUCTURAL-------- - GALV. STEEL _- _ •� FLOOR SLAG SHUTTERS.PAiNTED - SEE DETAILS -- — - --- —,-- - 7 r SCUPPER Zoe_ SECOND FLOOR - SECOND FLOOR, EXiST.SECOND FLOOR -- -- � �, - TYPICAL - __ - - - - Ask NEW PRE-CAST - 'qw -- CONC. WINDOW SiLL, 1-YP. EXISTING STOOP - CD AM EXiST. FIRST FLOOR TO REMAIN - —_ - - - - - - o - - �� FIRST FLOOR - FIRST FLOOR I - _ ANK lqw STEP FOOTING -- - - --- - - - - - --- -- - - -- -- - I Down oN TOP IT Z7 - - � _ - -- -- - - � OF EXISTING r I FOOTING EXiST. BASEMENT - I _ _ _ _ I �� NEW DOOR AND r_ —� P.T. WOOD FRAME, PAINT ALL �+ r� r64, - - - - - ---- �1 TYP.SEE DETAILS DWG A-4 i � f NEW CONC. APRON woo r AROUND ENTIRE ~ STRUCTURE `JJ NEST ELEVATION t12 NORTH ELEVATION- ,� f A-3 SCALE: 1/8' = 1'-O" SCALE: 1/8' = 1'-O" C ONO M � � 1 M■� Ate, M rl 1 am NEW ADDITION EXISTING STRUCTURE ham' r/1 PRE-CAST CONC. Aft rARAPET CAP, TAPPED ` _ ------------ I - r Y RICA L I PEN - -- --8' CMU. .J/SPECIAL I ti COATING, SEE SP> <a M PRE-CAST CONC. ---PARAPET CAP, TAPERED ---- -- 4'X16' SCUPPER HiGH ROOF TYPICAL � HiGH ROOF - � I THROUGH WALL ---- 8' CMU, W/SPECIAL COATING, SEE SPEC. I -- -- EDGE OF STRUC- U AL �P -- --- FLOOR SL AB 1 _ - GALV. STEEL - HANDRAIL 3 LOW ROOF ai LOW ROOF I — --- - I �� �pRGE ------ EDGE OF STRUCTURAL _ - I BACKER ROD AND �o FLOOR SLAB - _ SEALANT No.3046n. ///� r $'. BAIAhSiAdl E, !O — 7 '� MASS. l i ; aD - --- sF ! `D --- --- tr THIRD FLOOR --- s — 5p THIRD FLOOR r -- - -- - - - - ---- - - - - - �, - - - - ---- _ - )EXIST. ROOF co _-- ------- ------ --- __ _ TITLE 4"X16" SCUPPER �, ---- _— - - -- -- - -- - ! - THROUGH WALL io - — - --- _ ELEVATIONS --- � - _..__ _ v - � SECOND SECOND FLOOR FLOOR I iT _ — -- EXiST.SEr01`ID FLOOR vz ]DATE 11 SEPT. 4996 }EXIST. FIRST FLOOR iT FIRST FLOOR — - -I - — FIRST FLOOR — _ __ - i = o - - - ti i - - - - - - - - - - - - - -- L -- BY: - - - - - -` - r � I I KAM- r -�-_ EE-XiST. BASEMENT NOTED STEP FOOTING ]DLAWHVG NO: DOWN ON TOP OF EXISTING FOOTING _ _ 4 EAST ELEVATION 3 SOUTH ELEVATION A SCALE 1/8' = 1-0' SCALE: 1/6 - -- ------ 1 i PBOJKT NO.: ROOF HATCH, SEE DETAIL T-8' 2'-4' HIGH ROOF 7 7 : ;71 ------ PROJUT TBAX- r---- PRE-CAST CONC. PARAPET CAP 7'-O' _3_--4_' i 9' POURED IN PLACE CENTER WALL - - \ ARCHITECTS STRUCTURAL SLAB 8" CMU CENTER WALL \ BROWN I LNDQUIST W/SPECIAL FINISH (7)- 11 TREADS I \ 926 MAIN ST. COATING. SEE DWG 5-1 = 6-5. °� \ YARMOUTHPORT, MA AND SPECIFICATIONS, TYP. STEEL STAIR, AND ACCESSORIES cD \ 506_362_2727 CONCRETE STAIR PANS _ -- - 0 CLOSED STEEL RISERS 4'X16' SCUPPER pt PAINTED, TYP. SEE SPEC. v STRUCT. E1`4G, THROUGH WALL b a J C1 / TYP LOW ROOF ,' ALAN W. JONES ------ -u-- - _. - -- - - - - - - - - I - ---- - P.O. BOX 79 NEW CONC. STEP -- ------ ----- - - -- SANDWICH, MA POURED OVER EXIST �� STAIR LANDINGS FABRICATED -- -- - - ROOF (2 EQUAL RISERS) -- -- - - - - -- ( � \ - - AS PART OF STAIR SYSTEM. CONC. PAN. TYP. OF 6 Lu GALV. STEEL HANDRAIL _ - _-- PAINTED -- --- --t ------ --- ------ ' (P Q co EXISTING PARAPETLu - EXISTING ROOF I �p - -_.-- -. o - - -_ i _-- -- THIRD FLOOR rr ;o ----- `V j - - - _ --- -- __ _ _ - - - - - --_ - ROOF - ------- - - - - - — - _ -- - - -- -- - ----- - - -- - � 4 TYP A-4 WIDEN EXISTING MASONRY I I � - OPENING. INSTALL NEW W \ --- -- _--_- -_ LINTEL, TYP. --. - ---- -- t I -- ----- or W MATCH NEW SECOND _ _- - - - - j -- ---- -- j� I link FLOOR ELEVATION TO EXISTING SECOND FLOOR OEM r11 Adk ELEVATION -- - - --- EXIST.SECCOND FL — --- __-- -_-___— -_ � SECOND FLOOR b, �, • r-- --- OWN lqw BOND BREAKER, SEALANT _ p[ TYPICAL ! LLI ;� POURED CONC. STEP -______ _ _____-_ O r� � �! a \� i K W HAUNCH SLAB BELOW `;� J __-- 2 #.5 BARS T B I' a' Q m _ ..--- -_.- ____-- - � ✓' 2 EQUAL RISERS, --- ~ MAX RISER 8' �! W / I� EXIST. FIRST FL II - ---- - _ i - — -- i ST FLOOR ------ - -_-----___ - - ___— ✓ — _ FIR, - -1--T- - - --- -r r 17 Imw 0, FOOTING BEYOND, HAUNCH j DOWN TO TOP OFANK uel EXISTING FOOTING Iml , Im - ---� r--i Etn HAUNCHED SLAB BELOW i INTERIOR CMU WALLS � Iti - ---- -- -- -- - - - - - - - -- - W/2- #5 BARS CONT., TYP. mw HAUNCHED SLAB BELOv, 4' CONC. FLOOR SLAB - -- ---' �^ r� i■■i EXIST. FIRST FL ♦� INTERIOR CMU BARS ALLSTYP. l � � >EE STRUCTURAL 1 L 4' CONC. FLOOR SLAB �` SEE STRUCTURAL ot �1 2 'TRANSVERSE BUILDING SECTION r 1/4' 1'-O' EXISTING S . RUC T JRE -- - Aft HORIZONTAL WALL REINFORCEMENT 0 am 46' O.C. TYP. � LONGITUDINAL BUILDING SECTION REINFORCED 8" CMU _- _ I:•I SCALE: 1/4' = T-O' #6 DOWELS, 4'-O' LOPite —_ 032. O.0 --- ---- 4' APRON SLAB, SEE PLAN I 4' INTERIOR FLOOR SI-AE - - -- SEE PLAN O STAB' 2X4 FORMED KEY N � i I I I I I I GALV _.TF-Ft_ ^'!!_� --- i y L- -- - - � \ X --- - - - I I REINFORCED 8' CMU, REINFORCED 8 CMU, PIT .H 1/8°/FT \ No.3046 I I I I SEE STRUCT. DWG, 5-4 SEE STRUCT. DWG. 3-1 eu�a�,nE+ , I f I I HATCH DOOR IN I I I� '�PFN POSITION . = I— �_ � -- -- 4 — —° — — -- — - ,- — — — \\ C 0 - a �—— -- MASS i I ° ° W �( / S.S. HINGE — Q C� o I I II i GROUT FILLED BONG - - GROUT FILLED BOND - ! ! I Q�- � `b(�' Q �: BEAM W/2 #6 BAR S BEAM - --- - -- 32"X35'X3/4' MARINE GRADE CAULK ALL JOINTS, TYP. - CAULK ALL JOINTS., TYP I I I I PLYWOOD ACCESS g 6 1.5 = CONC WASH WHEN I I PANEL. PAINTED - `V I I 9 5 BARS CONT. L TITLE UP AGAINST PARAPET -T-- I I W/FIRE RETARD»1'iT 1/4' THICK c STEEL 2X6 PT, EXP BOLT TOP AND BOTTOM I I I PAINT; ALL SURFACES SHUTTER AND STEEL c TO CMU, 4/ JAMB - - 3 GALV. STEEL EDGE BAND FRAME W/CENTER i �' 6' CONC. FOUNDATION! ° SECTIONS 1 -- - LATCH AND PULLS L - - - - -- } ON INTERIOR FACE GF 1X4 P.T. STOP - --- WALL W/2 #5 BARS m DETAILS 4/2' 1X4 P.T. PERIMETER EACH LEAF SHOP i j =ONT. TOP AND BOTT. 2X4 P.T RAM-SET a `' HATCH FRAME � FABRICATE ENTIRE UNIT. � DOOR CONSTRUCTION ----- � � `� � 0�1►TE TO CONC, SLAB - , PANEL PAINTED ` WELDED CONNECTIONS. 1/2' P.T PLYWOOD, -�- 6 2X4 FORMED KEY - O. W/FIRE RETARDANT > HOT DIP GALV. AFTER FAB- IX4 SPACERS ® 12' I '�'� SEPT. '(996 • PAINT, S.S. SCREWS A RICATION. ANCHOR FRAME D.C., 1.2' P.T PLYWOOD. 1' I 1 3/4" o i� ;Q REINFORCED CONC. ,4 W/ 3/8 DIA GALV. S.S. SCREWS, FIRE SLAB, SEE STRUCT. ', - EXP BOLTS. PAINT ALL o RETARDANT PAINT ON T ° 0 n c L DWG S-1 - AFL 5URFACE:>. ° c H PRE-CAST CONC- ------- }-, 1 3/4' GALV. STEEL- a a Q DRAWN BY: WINDOW SILL EDGE BAND ALL SIDES a c 0 ' BOND BEAM I �— -� ti; � ° `� JAD SEE STRUCT - �• ' �— PAiN-T ALL METAL V ° a DWG_ S-1 �p SURFACES W/ (' SCALE- FIRE RETARDANT FAINT 4' 2'-4' CONC. OPENING TYP. - � CAULK ALL JOINT Sr, TYP NOTED 3--T '' j DRAWMG NO. 2'--O' OR 3'-0' 4' SOLID CMU -- -- — 1 3/4' GALV. STEEL SEE FOUNDATION PLAN, DWG 5-4 EDGE BAND ALL SIDES -- 6 DETAIL - ROOF HATCH �' 4 DETAIL - STEEL SHUTTERS s DETAIL - DOOR SILL /HEAD 6 TYPICAL FOUNDATION WALL/APRON DETAIL it �.A-4 . SC ALE: 1 1/2" = 1'-O" �t4 SCAt_E: 1 1/2 1'-O �A-4 SCALE: 1 1/2" = 1'- TYPICAL 3 LOCATIONS 1. THIS DETAIL 13 TYPICAL FOR ALL SHUTTERS, 12 TOTAL. 1. THIS DETAIL IS TYPICAL FOR. ALL. DOORS, 13 TOTAL. 7 5/8' rROJUT NO.: 20'-O' 46'-0' EXISTING STRUCTURE 1EW ADDITION i WALL FTCK& 12'X24' vl^LL FOOTIN0,5 12"X3G' W^LL FOOTIN05 12'X24' ! -- - - ---- ----- -- --- M^TGH FLEV^,TIOH OP PBOJRCT MR: - FXISTIriG ^PRON i -- --,�-- �-- -- — — — — — — — — — — — — -- -, FXIST f • T.O.W.(-8') � T.O.W.(-8') I #� !>^R5 ® 32" O.C. ARCHITECTS NEV — _- _. _ - - _ - --- - - - - - - - - - - - - - -- -- - - - - INS ROUT PIL-Up GORes — HAUNCH FLOOR SL^D BROWN d LMD61U3T RUN b^R5 GONT. THRU �F.�t i STEP pOWN DOWN OVER W^LL POUR i I 926 MAIN ST. ^T ^LL DOOR OPENINGS �, J 1 YARMOUTHPOR^��SUrIEp T, MA FOOTING I TYPIG^L j 'v 3 b06-962-2727 LOG�TIDN• - - - - - - - -- -- - - - - - - - - - -- -- - 8" Gr1U W/ HORIZONT^L I "TRUSy-TYPe' W^LL • O - Y . f 1, a REIfiFORGeMENT eVERY + . OTHER COURSE G. H�UNGH NEW FOOTING j - -- -- _ ---- _- -- -- -__ _ .._. _. - - -_ _ _-- _. _. , i ! I AL-AN W. JONF3 I DOWN ONTO EXISTING I {- P.O. BOX 79 ! EST /ILL FOOTINGS (4'-Os M )IN ' I I SFe SL^b FR-' nNG 508-�886-3454 FOOTING, REF. R i v .!. I ( ` � I I #5 C>^R5 TOP ^ND bOTTOr1 SAMDWr-K MA FLEV,�TIONS, DWGS I ! DELOW FINISH GR^DEI ON FIRM J ' — _-__ !- `,: ! N^TUR^L GRi°`NUL^R r!^TERI^L FRee FROM TOPSOIL, 5UD-SOILS, GL^Y ! A,Np ORG^r o r1^TeRI^LS MINIMUh1 SOS. ! n - i I DE^RING G^P^�1TY 5H^LL Dff 1.5 I I O Q- ! ! `- ,'• MMCH^M^LLY' GOMP^CT SUP-Cv� ! I c M- 1 "---- - 4 SOUp cr1U 6 SCUPPER iii TO roR vo PODT)Pic s.. TYP. ! v 4'X1G' SCUPPER OPeNIriG ! y1': 1!,R';,t.z •,* ... a FLOOR PL^N5 ^Np I t SEE I) I I I - - + * • EL EV.^TION5 FOR LOG^TION5 I I i o I - - - -� �-- - - - -� I` �- - - - I o III ! 4' GONGRETe PL-OOR SL^G I •^ I a° —i ! i I ! ' FInISH FLOOR TYP. I ! - w/ &x6- w2.�xwa w w.M I oVER cOr1PnGTep cR^NUL.hR --+ e •II L— �✓UDD^SP TYP } lqw � t. AW #G DOWELS 48' LONG I O J • ' °• ,a 4 • • _ . .Dil�4 r t O 32' O.G. CMDeD 248, L^P — ( 3 •° '� AND TIM TO W^LL �b^R,SCC Co/^-,4 • r1 LA"NTS OF NEW GONG. ^PROM 4. /-\ 4' GONG. W roXro-W2.�XW2.9 W.W.P` • . ° % FOUNDATION PLAN ON GOI'F^GTED GR^NIA^R 4' 3'-4' 12'-4' 4 a • . 4,' • —___.__—_ -.—_ \S-�I SCAi_E: 1/4' = 1'-C�" i b^GKF0_L,. PITCH ^W^Y FROM T.O.W.(-'58) I � 61-O' STRUGTURC,5Ee G/^-4 36'-O' 4'-O' I !� ° ,• rT Mom' - --- ---- — -— — 1 I • GONTI'Vot PF, GONG. ~ W/1- #6 D^R MCI NEW ADDITION I1 I�r�R GH^IRS (NOT booTep) � ,�► � 014 • W/#5 SUPPORT D^R5 O.G. low r -Nlmw _ NON-t�f /�.RING G^NT. 7 1 Hir H GHhIRS (NOT P�OGTep) 000 M ---�� -1 W/45 SUPPORT D^RS ® l�lt�1 r� s'-O" O C +- - - - - #5 DARS O 42" encH- - ( —� i r 1 W,^Y TnF' I /" ( I - -- 45 b^R5 ® �' e^CH � PI■ii1 ! W^Y TOP r ENO -STEEL PL w/ Ar�cl-4oRs I 6 TYPICAL SLAB/WALL DETAIL ✓� EMBEDED Il`V PO SEE _ B/ -- -- _- 0 t I I L DETAIL 5/A-1 _ J = =� #S D,ARS ® a' III^GH L - ( w/-,Y DOTTOM S-'I Sc'ALE: 3" = 1'-O' ANK 1■■1 -- #5 bARS O 12 r^GH > W^Y DOTTOM ---- I S-i Y>1 K�p _ ' N 12' F TT I '. T N GROUT FILLED GORES FuN C-,^R5 GONT 71-VU f>e,�r1 #3 b^RS i ro' e^GH - --- 2-#S b�.RS TOP 4 DOTT ! �nY e�oTTOM e^cH SIDE OF OPENNiG PINISH FLOOR STA�r ., .—.— • .Yy �l Y 31 - - ------ ---- ,�^Y TOP '2 SECOND FLOOR SLAB FRAMING PLAN - ° ° ' 'j •• •° ----- 4 LOW ROOF SLAB FRAMING PLAN ��� 5CALE. 1/6' = T-G" 2 40`-O PXTPRIOR — sT�I�weLL ••I I #5 D^R5 O *1 C^GH I I _- _ _30'X30' GONG. OPeI'Iq'iC3 °• • . ° 6� WAY TOP I FOR ROOF HATCH, TYP - - I T O• SLAB FRAKNG TinA i e N ---- _ 2-#6 OARS TOP { 60TT ------- FOUNDATION ------------ b °UGH 51DP CN` QPePiN i6 I : (y _ ____,__ •Y I I ° •• PLAN/DETAILS L� I r CONTINUOUS GONG. �A'� #5 D^R5 O 12 C^CH - ,> WAY TOP • � ( I ! IN i•i ' •° FILLED FOND Df✓^M + '► I 41 SEPT. 4996 t C I L --- -- L� I I�-- ---- — ----r I r- -------� — i DRAWN Y: ONT^L JAD - - ------t - 8' GMU W/ HG'RIZ i I — II i II II #5 bARa O 12' CAGH -�-� � I i I II � "TRUSS-TYPE` WALL REINFORCEMENT eVeRY KAM. y WAY DOTTOM 1 i 'i r T !- � � � I _ � OTHeR COURSE i 7 '- #s bAles o n' a^cr ! J I r - `° WAY POTTOM NOTED t— — � : DRAWMQ NO.: i ST^IR OPENING __.— -__. #S D^Rs O 12' bOTfOM, TEMP. 45 DA O �'/�<"►� s� HIGH ROOF SLAB FRAMING PLAN WAY T� � CONC �` THIRD FLOOR SLAB FRAMING PLAN _ �� SCALE: /8" _ S..., -- ., BETE BEAM/STAIRWELL Operimc- ® ; SALE �/8 � -- ---__-- D TOP' � DnTT � / ---- -- NOTE: BEND 46 BAR S ® 32' O.C. FROM WALL 12' INTO ROOF SLAB (4 SIDES, TYP.)