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Y �, o d' � � ` i � [ � � �E ETEQM�NEt7 �� �vNST MG►Q. < 2 (1) 2" x 12" between studs to ' t flush with face of - r • _'N O studs 5'-4" 'A.F.F. to of 2" � x 12". s'o` ��-o' . _ � Recessed hand drd►�J' Pt� �� �n�• 43 p•f•f• r e V � = o � � 3 N � �. r. C �� � s/a �7------------•--- 4 '17 A � m 0. O . O > 1 3Q For all toilet pnrtitions (wall oyn ed� provide 1 x 6 backing, s'-o" ��'o„ ' N Date -----------------------------� �- ' ° � w o � • � V _ , - to be attached between� stud to f t flush W/ face of studs: ' , � „ , .' Perm+t � _ _.------- ----------�G�a-- -- -- -- ----� ' � C 0 � 3 � � = ' (1) at 1'-6��AFFto f E of g r ' ' � � backin (b) t 5-4" A F F to �, of back ir g ' „.�- � ' ,�, • O s° '' ''-,�� � � 00 p' < . � �. � 1 � � •• ' • N ; '%•s" I nsp. -- -- --- - - -- --- - - - tr1 E , - - � � � �' EAGLE COU - , COLO��;GO � w c°', - �( < 1 � � 4� Kitchen handsink by plumbiqg c ntractor niounted with : , , ' O � - � +, -� 1� � . � 2" x 8' horizontal backinq De w en studs to fit flush ;.; '.%�: �.'�' ; ' W . _: Ra�L s�.�.�- � s�.: �NT. ��-� z�-8� A. . . to � of zN X 8N . - � �ACK — UP SUPPORT �'. ,A with face of studs. ` � . '�.�,, ' � 5 Res`troom handsinks by__plu in ontractor mounted with � � , o ir, � ' `' ��''� -�~--------�-w-�°°-- • - " ��� '�'-�'� �" ' �"'� �-`�`�����`�";x �8•" orizontal backinq be' w en studs-�to fit flush with � � � � _ � ° �. �� - — —. � . _ . _.__ -- -- � a , � .� N .t p .� � & T i L E f L AYt�U'� �C.�R � face of studs 2 -8 A.F.i�4-- � 'of 2 x 8 �. � i � _ r^�- - � - -�-- - ' 6 ��'�4 x or 'r h g stainless ste�l corner _ - � � " N '& RESTROO�� � � uards b General Contr ctor. ' �'��� � �s� FLO�C��t & BASEME�IT FLOOR PLANS g y � � � �'� '°` � � � 2:°- 2'-0� ,-�:�,; � 7 Water cooler by McDonald"s Cooler mounted 36" A.F.F. i� d Scale: 3/Ib"= I'-0" O to rim of basin. {h'OTE: Any change in moUnting height - �P��� �� ~� ' - Scale: 1/4"= 1'-0 � ' ��P �D l � , of cooler must also be made in heifc�ht of y�aste outlet, . _ r _ _ � _ _ _ _ _ _ � r _ _ _ _ �OV C'� , r - � , , water supply; and elec.trical supp].y from floor line. ) _ _ _ _ _ _ ._ _ _ _ _.._ _ � __ .- - - - - ���� �� R - } Vertical stun spacing to be 17" o.c. for watez cooler. - - � �r��j��l� � _ � � + ' � Exact location to be determined in field'. Plmb. Tar+�r, to install. ' � � , i � � � < [ _ � �� , � . � � -- - ' ' � ` � Y -- 4 `` . ._. � f ' � 1 6 . � � r � � � t; ` \ � /\ � � , , . , N � V , '�� . . C � � O M . � w 4 � 0 - - --�_ �-- �- _�-- -1- --�- - �__ L �-- --� -_�i i'E � � � � � r . 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O � m A m . — — _ _ — _ ___ .—_ _ �_ .__ \•� —� — 11_ _ �__ 1 � d� Yr `�, j � ,p" �v:"s^Y t� -,`�; �� --�- Q Y 0 �_ ¢••f"L�ar�P �_ �� �� —� � �( �r� , ��ct�) �'�� `�� �� Z,�-�1� �`�rr.a� i�' _ � (0 � r. � Z -- - - - - ���� �l � o � �.: 0 � -�- � +�+ w � � � � O - - - - - -- - - - --�+_�_ ��¢- �,_,_�� � - - - —� _ C 0 � � 2 ����---3"�%�'- �=�-`�'� _�.- _----- --__ ��__ _ -_ �� - .__ __-.�---__--_ __,�_ - �.�.,-- -- -- � -- �_�._ � ,S�� T�'�' �'�� I� 5 � - - . , � ' �_ ¢,,, �, � ______ �_ ___�___�-�-.�--_ =�-- - - - �------- ------, - _ _-_______ ____�___ FINISHED SOFFIT HEtGHT •} � . . �^ ELEV. +9'-2'/." - - - - - - • � ; - -- - ' ` r- ia ' , • f � - I � I � � � \ �, � . ,,. _ � , i '�\ . � ; � �`'~—�pr�uiNUOUS 28 yA. U,i Uu7�t�i . . � . , . � i �v� 4 u ��v��Foca�� rN�u , J � I _ � --- � ' GUFt$ . , ( � ` . . _ , � �� , � ,, � „ �- � , , . l I , , , , � , , , , � { ' I 6 -Od � ; � I '� i I , � � i , - --�" � � � ! � � , ` � { � � � � � � , I TOP Of SLAB � __ - - + i � . __....._��.____�_____ _. °_-�-v----- _ _ -- - ` ----- -- - - -- - -- - _ - - -- - ELEV. _ 0'-0" . !- - _ _..._ -� _ _{- -_� ►; , � ; - ` , � � , ' __ , . � �� � , � \ , � ' v . r ' ' � s ( tl � ( ' ' ' � ( � ' - ` i 1 � � _ I � 1 � . �t:.:���f�' �/t�o.,� �E yb�v,� �� , .�. + ��t. � - �- --- - - - -- - --- - - - .� � ._... � ___ �._ _._.. _... __- _-- - .._ ._ ..- _ __ _.._ __ --� _'_ _ � f � � , � }.� -" � ��(1 r__. �.._ .a � („ , I" _T , �, G.�_ Fc�s,y:,���, � � � .J - k�L � .�_ ._�� �. � — — -- �---- -- - --- --- - -_ �------ _ __ __ __ _._ - - -_�'._ ._.__ _--- _._ ____. _.__ -_�-_ __.�. ...�. .__ _ �_ .__ __ �...�_� _�,.� ,� _ � � __� � ____ -- ---1-� —�r��T ' �,t<" <<�; �t! 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L. � ' ' � ��..e.._._,._.,..,�.___.� say��S � �� # , _ . 5E� 5�t'f��S�TE. DETA�L , ,� J �� ? �"O�i h�AP� P�F ��-=/`f r' �i � ' ` � � i `/"L.JC/�/���rCL�. tI w ' . 1 � C.3 �4tT�� � � T� 1 L - � _ -- - - - -- — --- - '-- - - - - - - -- --- ; I � , - ' ` ' ��« � ��, , _ _SEE `A9 -- _.�_ __ _._.___.____._ ....._.._.___._._____�___ �._._. �._ _, ...._ _ �.._. .._. ___._ _ _ - , _ � � 3 �=�- �`� `� _ , � TOP OF PARAPET ' ��X 5-�� /�'C:,�t�/K� '"'- �( ! { � ��' ` ------ � � ._.�_._ _._ ..� � -- --- --- - ' -- --- - -- - - --------- -- ---- - --- --- -- ---- . � ' r � r ` � , �i � ,' � �`� ELEV. +16' -0� �;a�;" EXT�P�ra� P���v . � } ; _ , � � �_� � �! -\ . (o/�11L. 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BONDABLE � , ._ ,� - 4 ' o��° °�`''�y ,r ' \` � -- -- 15� FELT - ., o N � �� 1 INSULATION '�, ~ - " v A o r � y � � � � 42 � - �g INTERIOR PLYWOOD •A.P.A C-D �z °a A N � � ,��' �� . PERMADECK � � \ ' � ;% � - 5 � ` � • J � �0 - W EXT. GLUE ` � • ' • , 2 2X4 CONT. '� � � " - - � Q ° � 'o � � ~ _ __J � , . � � c � t � - � � , M � � � � — � _�+ � �� m � ' r � ` � - --- - - -� �'1 - i I � I ' } - 24 GA. GALV. METAL FLASHING � i0 ° o � 1iX12�� MOUNTING B'OARD - -- -__ - - -_ _ -- - _ -- -', .,* --- - � C Q o „ .� - .' ...; � � , , 1�_ - � � � .. 0o N . J __, . , t, , E ' "�-- _ � __ - 2X10 FASCIA BOARD CONT. W 0 � m A �� V __ , -- � -- Z`{' GSA. GALV. GUTTER � -, 2X4 FURRING � � Q � � �` Z � � - ,¢;�„ A �� � . �•, - ; ' -- _ ` l , o , - �2�� EXT. DRYWALL � � � � � 4 � � � , � DETAIL A � - � SCALE: ,,,z�_,�_o�� � DETAIL B S�A L E: 1'/z" = 1'-0" � , , • � � ` - - j� r __�__.___________ �.,...�.�. - .__...__- ---- ---_______�_ F �-- � 1 , -� _ _� , � �� -i�� � . �� � I�\\ \� MC- DOt.IALU�� SIG►.l , �E:---�� -_---, � ' � � �Y ��T'raERS t' �� -_�, r � \f�\\\ � _ �i �� � �,� �_ _� z � -%4 � TUC3/N� Ai L �� � I' � -'\ ,,. . � DET A� f �---._ -- _ - -� -- ---�_ - -__-_-- -__------- - - ---_-- - __---—`��=� - --— -- --- ---- - _ -- -- _------ - -- -_ ----_ ---.ya. �-�,_�,e o _,,, _T�o��q� ;�� O � \ �z �;F �) l�'-o ".4P,4,P7- , � _._--t�-"" T T T T T__ _T_ __"'�-'__ --�- ��,_'_--;- �a � � ,�_ :-- '� =--_- - - - - _- - - -- -- - ----- - - -- - =- -- � � _ � , � w � � . 5 - - — � � — r �r���.�NV - �� f� _ C ' A � . Yz'� PLYWOOD - -- - , � = M 9 ' CERAMIC TILE - � � ' � � i A ' ' � Yz�� DRYWAL� -- '', � 9' �8' M.O. � e � 1" 3'-Z" 3'-Z" 3'-Z" 1 a , . ___.___ � ____._._.,, � � � � _ _ -_- - �- - - ° .�.�___._ ..___,__ t _ C .y •• , . �, o NI �'' � , � y� r �:. ' � -- .�.._._._�_._.... -- -- � - ." - _ ' - 2x4 @ 16 O.C. '� � � ' � o � m '; p� � '/z' DRYWALI. �� t � w N � �, "� � �t ` � `\ '_�-_______� __,., ' I d� I - 1 Ys'�H A M f E R , t o d o � _ -t; �^°----^- --j� ` 1 � i� / � �M C � �� �� `� � f � , ` .. � � � � �� � '/. pol. pl. gloss ( � , �. - ----- ---- - 10'-0"- - - -- - � � c � �� ```� ; � � OPENING t � � �t � \ � kowneer 60-�10 (or equall �YP• • �f -�--- --- -- ----- �" ----T--- '� '� py ° •• ,� Q � � ~�---- kawneer 60-Z33 (or squal) both sidss � � - � � '/. shim ° - - - -- / --- --- L " . o u m ; � J ` �� ` W 0 I� �`� �'`-�-�---_.._s a u I k , - - - - - - - - ,% � 0 � � � r LL e � w � c � _ �,, _� , - - - DETAIL B O � ; ' ``~`"� 8`` ��'��'�' r ,�--CONCRETE FDN. WALL % / � ;� w ` � W . ' .!/� � . o � � � - - ' co � � 1 • ' _ 1 � STD. PIPE 1Y. f� ' , � � ^ A � ' � - � , � 2.27 HANDRAII -- --- / �'� - ' / ; � � i, SCALE 1�/�"= 1'-0.. , . - � _ , a� MC 10 x 8.4 __� �� � ,o� � - � � j�' N I pp k � ' L `�`� C�L��f� � . duro woll re�nf. �-� _ 1__ co � caulk both sides ,__-� 1 x3 fur�in �ove beom ][. `,'�x � �` � 2x4 washer �' � � � � kawneer 60-�33 (or �qual) '�� � --_ - - - - - - - 2 4 s @� , � j kow�ser 60- 235 (or equal) \ Y�';�xt. drywoll ' �`- � -----� - - - --- -- 4=0"o.c. ---4- ` � , � .kawneer 190 single action door (or �quall � � sus ceilin �_ _ � � � � � ; .. , �x xxp frieze bd. \ susp�nded c19. p. g -_----- � - �4 alum. threshold �+ i ' ��p� N��� _� ' '/z drywail � y � ' � ' -- - - - - _ _ �- _ _ � � � co�c. blk. � '�` - � °c i , � - --- w 8 x 17 w/7"x '/.r pl. I � et ` � � � 'e F ^ � -- � weld /."' (\ � � '' ` 2 x 4 cont. � i DETAIL A � 1 _ _ ' - � � -� -- 2x4�y16 o.c. - - � ° � / � S � � �� ' � �'� wulk � �i , � ' -- -'��� � bolt 7� aPProx.4-0�� o.c � � ' 1� � �- - `- �- - . � � , - , -, � , �--; � , � , � .'I.' shim ,V - - ' �plywd. ' _ q i u � , � _ � � � �• SCAIE: �Z =1-0 N �, ` , _ _ _ _ - -11 ' ' �'` kawn�sr 60-Zll tor equol 1 -� � - , �_ ' � I � , � i .. --(2) 2 x 4 cont. . /� � � quarry til• —_ _ _ - � � � , � —�� � � � � a , 4 - - —. - -- -- ` -:----- � - ;--- - � •� �-- �r- - - '/:" plXwood w�white - -'� � � ' mnrl�te paneling „ 10„ ; ' wooster type 64S suptr-grit ► , �� , - , - �l �-- , ��T� � ; ; paeeling as per decor - e -T ---�/ � sofety treds (4/�" wide) strowed i = � — �- ---- --- - - --- > > ; � ¢ � ��", ' � ° t0 Q�ul'11. t�1�fl1 a ��--�- -3���~ - � 3�_Zu * -- - 3�_2° * t ; i ' ' � � � � i� � ' o+ � '� i o � � fl � o i � t � �, 9'-8' M.O. - -- ,r '� � � , � j/ �� 1'� o �� , ' 'D •` •` O EJ '1 � ; � � hard rubber non-skid -- �� � � , �' ` 2 � � ` �- � �'� � tred & nosing (typ.l � • , - A , � i puAL P�I�c, , � , � ; ' -1 - � '/.' pol, pl, g1. A � , � . , ' � ! f ; _ , i ' ' ' ' 14 ya. pan , �' y." thk. pl x 1=0" SCAIE. �/�"_ �,-0., � sCAtE 1.,_ �,_0.. � � � � � '/.`stl. pl. w/3 � • � � t - - . � ,' / poursd co�c, tred , onchors 10� fastsn � ° O � ; � � 3''x3"'x'," L ' � to pl. w/ctip L's 6 �00 � - - �- _ kown��r 60 -Z14 (br equol) � fo� d�taii stainl�ss stl. count•�top to be � � w�a,b, ,� ��� � ' sN ats fu�nishsd by mc dw�ald's � , ,� • � 1'/." x 1'h"x'/•"L A g installed by gen'i. contr. ° �� e ` � 1x5 � ., � ,� - �� � mc �o xa� ' * � detail o detbil b , 3'- 4".M.O. _ _ o '� - - (�, � - -,.� ------ - - - - �` � i 1 6� � ' - , • _ -- , - e� ,_v_._.. I $ , HOLD , � '" _,---- - -- _--- -� `~- = _ + �� � ' ~ '� . ' � � . � E , � - t � � o Z x 4 plat� : --- - - - _-� - ----- —.. . - - -- - --- f � f ( . _`_� _ � °� — ' , � Ix8 f55 rf y P�DN c, . � � 2'- o'' ° � .:' �i o '�•" plywood �, ` yERTIC��L O V€� �._._. _� �� �� .-i. ' � 3 _�,` ` = M�d � /." pl�yw�ood 2'�=' x '/.' flat stl. bar (bent) � � '�i ,,a ;� /�C�- FCS NA�LE�xS � »i ` ' welded to string�r boltsd 3'/,"' i � �; \ � base g tile per schedule � ��.� _ til• p�r finish schedule - - -- to woll A \. ��, cauik � ,' S�D�rtt� �'c7 G1.fJ�➢� �, � :� •- Z x 4's on Z4" o.c. � �`'� \ 4" th�eshold (alum) ' �VA� �7 �2'� :_'p _ 2 x 1 x 1i GA. stl. tubing , ��o ��, ` 18 ga. hoilow metai door � - e �; � Z x 4 � w/'/."♦ stl. bcrr rungs & � � metol door jamb w/anchors (16 go.) � � � ` ; er 2r floorin� d� base psr schedule I security gote; (1[ frame � ' w/1'h" x no.11 wi�e mesh) ,o conc. block _ , ` n ° � o�t�e'ndte for plastie �lom. eou�srtop: � w� �OCk � + finish as per schedule • ' � 1 x S lo be 1"A S'x lZ" biocking @ 4=0"0. � \� �o 3 5 ' � � 8 � �� v , � .�— :� o A9 ' Ag A9 r ' �• �(�r�` X��( SCA�c 1'/�"c 1'-0' SCAIE 1'/�"= 1'-0" S�AIE 1"a 1'- 0" ' o � � f � � � � � ,� X a � X � / o 9 � . ` � � � � . . �� "� � �. , � T ` I -✓r ' 1' � I '0 �4� , ...--•-`-'� - � ,'\ � ` ' �� APP � O � ED ' 'r � ; „r- . , �, � � J o o � � - hinges ' , � k ___ `'� �!0��0�--.,.__,. r- - � � y.y �_�.�.,.�;,`, _ ` o " C , i � , r r , at2 --- --___---- ��, - - - ' . '/: drywall � �, � �. �N �� �,x;�� � � � � u � ,�,_ ' � k � Y F� E,'I'r;�'� � -- -___- __-_____._ __�....:.:.j _ r.- I I '.fi� ',�s� .r� "' '`�,,` � N C � � ,k- ,-- - -- 3�--0�- - - -- . ceromic tile ,, , � x k Intip� __ -- _ __ ___ ________r�_._ ..�6 �� ���Aj;;4` ��`l�;°^�d o d - � � t � - cont. blk. . -�-- ffnish f� schedule � � � � � ,�" �� ���° � �'� � � " � <�...., P � t � �'_''l.� �:9.��°' �� ����,.�� ,� � o .. , � *-- (Z) 3'/�"x 3'/a" '/," JL �Zl 7x4's d� blockin ` ' ,:, �' ;, .°� `�' t� ''" - '� <� N � x 9 � ° ��= �y'� ; z 9..� • , � ---.- - ----- --- - � � weld '/,e" y solid wood cors door w/frome & trirn � t °:� 'i n°�� §,= � w 9 � � � • v , , � ► - � ~ � metal door & jomb ' 6"x 3"x'/�"t bolted to '_; - ��l' " � �`��� �'�� � � s o ° � o v � ' � % � _j � � siringer bolt�d to conc. � �' `�- �;`�� � c � � ; L '° � � + � ' x `4 4�"4*�`F' 8 �i��y�{ y�T Y � �t \� ' �rY'� � ' ���� � � � � • � � i � ,e ,�'�y"+.c;..����....- r�,��,1 r O � � � \� � 1 , � � ` "' �..., hi�3 N �"x' �fi O �r � °�5 a. 4'� ,��; � V _ . Z � . � � r , \ `� solid wood� core door w/frame v�0 - •' scale ��= 1�-O~ - . ( � W d � and trim (standard) ' , ^�"` � . . . ' o � � �_ _ dbl. Z x 4's ^�� � i " � _ '/:" drywall � � �' ' 1. All dimensions shown are- to be hold dimensions. A'3R - `t �� - ' 2. All splices and connections shall have smooth transitions and sh��� ' 2� � �'�------ finish per scheduie , i i � - be free of burrs and sharp edges. �� ��/ ('" I � - 3. All welding shall be in accordance w/the "code" for welding in �� ��°^,r �,. , �� " v '' . . 4 � � 6 W , , � � 9 , - - building constructa.on. ,,"� ��»�ry ; ^� „ , . � 1� 4 . All edges of roof shall be properly f lashed. � � �"��= � ���, F A = A 9 � , � 5. The min. design live load shall be a single concentrated load of 200 lbs. � 9 A� , qg � 6. Provide a 1" channel frame w/1�" x no. 11 wire mesh w/hinges and Iocks , SCAtE• t'/a��= 1'-0" � SCALE ty=�= 1'-0" SCALE� 1'!=��= 1�-0" for security. � , , , - ' _ -- _ N + � � 1 t � � - `-- " ' � . !,� • `° l � ' �`! � 0=0- ' � _ J1 � ti o. . .± -�- � ,000� ✓.c r✓�-2'�I" �.�T�t D�►t �s�t'� t'tiQ",uTE , '+ �= a r ° �LAZ�O W/J'1y �' ,(,,,/IfAN 4u14f� W/�I ✓4'�c./�Xq^/ y .Mr � . �_ O. y1 > 0 �=0 �:p� . .Z=d� .j=0� � � � J � � , _'� . � � � I T ' � ! �o ,�• , ---�- � � � ' �� t°� °� '� � -� �. 1 : � � s � � � °`° y� ' N� « � � • � �d0 � _ s � �,, • � � 3 Z r , � � N p �,�(�1L P�,',.'` �L-�i�5 � Z � ; �� � � 0 0 _ � , � p � � a, � � � � � °4 Z , , �'` � �1. � � .. t V ! � �� � � `V � M, ,i � � N � _ , � , �o«/ � h� �a' �:� �� : -• � . i;�o �' � �� i - , •, — 7 c � � m .. ,� r ' i � ' ' � ' 'j N '� � � 0 i " } ; ti ti � { • a' y . � � `' ; i� V r �rv,�yira f�r� ,u•vt F�wsy�o Pcmt ,c.rwr � � I ,�u✓sx Q `� h W 0 � ` r � , . � � • � � Ns' �.. �cv.,ss - . 0 c � • cK c�P�.ATE � � � • i� a iVb7�- s� txa�� PArtE 14 ,AO�c. �. 4.c...�a T'�'�`'t° , Kl Putr� K► �2� ���� _. 1 �Ee D � O O '� �r.c �or► 9 3�a` " 83 t• �' �uc ' .,� n � ,�,�� ��,► w,�► S�DE E;LEVATIOIV TYPE A T�'PE 'L� TYPE D TYPE E � �++ ry�l � . � � . HARDMIARE S�HEOVLE � � - - � ,� � � �s �oc�csR t�o�e w� a ru�t ru< <ouv�R �ts�a� wMws�cs . - - Tub�lite Ada�s Rite - [aiw�u�r - Str�a�- 1Car+n�er - Style 'L' K�wf1�t 1NatherstripPinq o� � ' � �A J1�er1}te Maxiau� s�curity liew vith back 1' alu�. door by [avn��z. � Kaam�jr lock c�ck a 1 u�u nu� � 1+� aairs hinges Ex�uo� su�rT ��NF , /OR ALL EXTERIOR AL�MA. DOOR� � � MGCinne T8271�NP Yal� - PA�06S8 Corbin M��th�r�trippinq No. S- 3' x 7' � y_ c O kiaqer-881279NPR Ibrton - P7706li 57A x 36 Door Vi�+er - 2'x t'lit• si:• � Stanley-PBB179NPR LC�I �02�H90 ql�s�d v/�' l��n. Sid. � , � Vision kit cut-dwn to pro- .,� _ „ � , . + /f i � � � . � � ST]►NDARD: All interior doors to be 1-3/4" solid core r+ood doora " with wood fraae i tri�u. Stained and varniahed to . � � � match paneling volor. �+ � � i _ � � � = �f���. Vf��O � Mcl(inney-'lA2731 H�avy duty 3/�' L01-10�3 'Nifh�� Op tnrov, us260: Corb�n-100-2 S�tlw Al�rw. Aw�lt� Kitic - Ya��-eR5�05 . �I�t�s l! ��+ 1. _ , �, Sarq�nt-fO�I.a26D ' ' ' OM� �i�wr��wwr �s iw� ' , ��. McKinne�r-?1�►2731 ,, 4��� LC7i-1013�MftM� 8aldrin-��' x 1�' Lisa •i bitM�. tIS!• �t . . � Corbin-100-2 Push-IlOI Aeqister �tlw Alvw�. AA�it� Kkk- .. _ Pull-t911 6' x 12' �,�� (� �,�+ ���s� ���) � - � � . ' ' ► � . , � . . _ t ' . l�TtuOjt sOILDIMG tIrIBH� , ` �j� StE SHTS. AS 8 A6 fOR WALL fINISHES �� � aQZLDI�G I,!lill� tluf� � " � �OIIIiG: (approvrd) � DI�Ip �ON J1� CORRIOOw ' _ �_ . 1.HP,ND HG�`V1�{ .,�-Jf�.'r`-� 5F-i�� l. M�r lil�r patr lia� p�: d�oor N l�ct�ou. � , t_ � . Suspended drywall ceiling: painted color-whit ' _• 4' dt'r/all v/rrall pap�r p�= B�O�iz N1�Ct1on• 1'/Z" running channel @ 3=p'o.c. w/#8 hangers � Ttataial��d bY otA�ts. It��all+� bY O�o�tal Cow�taetaos. . ��4� fur�ing channel @ 2=0"o.c. . ' r- � � � Y� �� � . �ai�t: Co1,os bo �t,cd kitalw �all til� - li�bt i bsi4b! 1. Casria Til�: tit' s �i�' s+�di-at b7 �rrica Ol�an. , � � �lr00i . � � - � t�'1�01s'� 11W► �!s!lIt7�0� , 1. a:a.ic �ti I.i �`• : �it• 09r ,�..ric.e ol•.e►. color. : i par 8�oor M l�Ct1D�• _ • r �TlAZO�R P�I�?IrG: 1. susp�nd�d oai liaq 2' s 2' s S/�• ti lw. Yi�!! � .. � � �. Job.n�-Manvill� Quarr�tb �r�al sd� tan�L. � l. SOtlI?: Paiots Coloz - v�it�. Mhit� f�AOtrd r/b1aCk q�[i� �Cl�O f1a1�L ce pa1�1�) . * l. Oo�czrL wall palat+�t: ODlo= t+o rt� ti�d� wll lil�, _ L 2. I�iCU iO��D � i DOII�POtTlB a Paiat: Color - S O.M. �. Coawd Ti�sosa �v�al sd� w�l� - v�it� v/bl�ck and crew �oom exterior; drywali . . �, qrid. � 3. tLUtI�G 0� *A�W!?: Tla4hi Oa Va : Color bo - � � � Y N tC0 �f� Yt�! • . —qlOS/ �LL��l. �r � irars, lint�ls, aad aiac. � \ ��_� . ' � �. 1►11 `!wl lar r tal doora, ' � - - =ISC� i DI�IIiG 111iA - � ��os�d rtal: paint- raen black S.O.N. Mo. 2 by .� � M t�00M i CO�IDOI . Glidd�n. � N 3 � � l. Dacrall tap�d. - , ' ° e 1. puarry til�s l�rican Ol�aa - � : i : � or � : A s � M/Das� - , , , � Colnr t att�rn r d�cor Nl�ction. 2. Coecrtl� �all paint�ds CbLoz Lo rtoi lcitcb�a vall til�. ��N�s - } „ � � « c « c v � w � :+ P P� , � � es = " • '_ � DLIIIIG i COSTOMlR 1►�'i71f uT110vSD �QW1t. � 3�� C.G''�G. �1��./`� - F/LG aL.� G�G..LS ��r� V�lj;,�i(Lc:�L/�G-� � v M c i t �`• C M '1� � ` .. C 1. pua�ry ?ila: Strata ?il�, su�itvill� ' �Oli: iM �citicat oor � ; ' • r O • - 6` : 6• s y• or �• s o• s y' v�bas�. = - � � e � . N �i r Pa�t�zn p�s d�oor s�l�cticn. 1. Cba�C�r l� - •nsp�a�rd O�ilia� ' 2. . t]�a p t�t 1 7 - P a iA t i n q �}C i�f il�..,i'� `�!D1I�1�:? ' x ._ ' a C O � ; i 7 p - 1�6�l�? 3. m�p t�r 1 2 - a r a�i c i Q u a r r y T i l� - I X g i�G�,.�'�%-1 �,��ti `�f ��r�UU�, r C��U��a��� ;�.:�`��.*�, r � ,,,.' ,�f..� • Y C �" �w�'��� t,� 0 � V t ��_ � .,- . �" r � � 1= _..�w �,,+ a,a�a*., � N � r �. Cliapt�r 10 lbof inq , ���'rVC�,: p - �� '�'T t`..! y,� � . ' 1. L� Cencz+�t�e i ' '� f t � �t u �ur;�>>�� .� a , J y �, �� A P P R 0 !! E D <<' ����'y `,'� � � o � • Date ----- �.�'���� 'k i' s�,. +� �;,r,��_� � > , � , . TIIfJM? MI�i ' -- C ------•.................... ....... a� � �f���x ° r' ` � 1. Raw Concreta Permit # � �• M --- -------- - -------------- - s= � �,z '.�. `� � h t� "'� 3` < ' " ' "' ' "' � , cz�<u., P�N� �Q'' PD�. P�"'� 1a1��;.�5 — T��t'E�f�� , � insp ---- ---- ---- -- ------- -- -- . .- ---- °�����"� .�.>�, _ , EAGLE COUNTY, QLORxDO °=�,��R��'`�:;.,.�.G u,, .,.�.^�;`� r , ,, t �,Y��_ �_�';��l�•�� . _ . � _ A P R 2 819)) � �t , . .� .� �,_ � , . � APP�� � � ���} ��� _ . . ����• , �,�' ��N.,��r�" � + � � � . �ti , � ` ` � �• � , . , � t � ' ' � _ � > ' - ' � � � i y * � � � , 34 1 /2" X 34 1 /�" FAN BASE ; , ' � � 32_1 /2"'X 32 1 /2" T 32 1 /2~ X 32 1 /2'' 32 1 /2''X 32 1 /2` C � FAN BASE � -�-- e « FAN BASE ' FAN BAS� ; o � � E � NOTE : , � ` , G , - _ H � �. � � � ' oG r.r ` • " , Z, ALL BLACK � RON DUCTS � , � SUPPLIED BY KITCHEN A � A g ' B _ ' � •� � ,� � . �r C • D D � -° y r V� EQUIPMENT SUPPLIER . _ _ ` � v � op . r °a, = N � ic� " , � � � . , � o � o • ''� � , � t � r , � t /r � M � v � — / •. � � � � ` � � • t� y � - � �'� A ,' ; � 9 C � � � , � Y � � Q O � � / . O w � C .. � � ' j, �� ► 4+ o f m ,;, '�o (,� ` _ � " ' � p " �c � �� o E � � � . G � � ° Z �« �� a , F .. 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QY A D A E� INSTALIED _ - i � BY FAN MFGR 1 " � & INSTALIED BY � 3 .BATTERY FRYER , -- -, ---- _- + QY GEN CONTR ITYP 1 ty 4 0 � 3 BATTERY FRYER - � I� � i - --- _ -__ --- � GEN. CONTR. (TYP ) �- • � ' I - ' - — ---+�- i � , — � ' - — - -- - � , _ ---- —_-- ; - � -- 2 � � . - — o � — - -- — � � I . � - - �� — �( 7 �� � C0� � � - - -- � � - --- — - � °of I 113 � ---- - I1D. - i I � � ��' L _ -- - I -- - - --- — -.k- ' ,� - I1D. -- -- —'— 10r- LEC. — — — � a �' r `° � � s .' .n — '—' — — — � a .� 1 � O p � � , p � � - - � - - - � � � � , , � C p _ � �' r_ ° � 4 = - _ _ _ = L n � ' 4 ° � � d � G � � r � - r - � � � ; � � : : � � _ � � m - - - - - - -' _ - � � ° � --- --- - -- - - - y - - - - - . �- -- - I - - - - --- --- -�- - � -�- -� � � _ - I � - - � fl � � � � � M � i = m 14 GA. B I \ I / � / j \ ` � \ \\ \ \ 3 MI � � N Q , EXNAUST DUCT , / ' � i ; � ry / � 14/, 14'/: �` o • • ` \ � � � -- 18Y: 1 -- - --14'/� � v � B Y- K E S. 1 T Y P 1 - - � �15~ �14'/: 14Y:� � -� �� � � o � � � 1'/a�+� _ - - - — 3 / - — -- - - - �— 2a/�'� 3 ` `2�/s � "� '�/� �. � ---� ii � r 2s�' � � "' 1� a +' �fi � � 2 29 /. 9 /. 4 /. o � � � � — -- — � a``�- '� ' , '� '' o � I � I � / I Ys � a - - -- - 7-3/� -- � _,L_ \ a ---�-- � I / � ____ � � � � / , � , ,\ I - - � 1 ' 34Y.H o� o � r ——— — �i L —— — — —`— — \ — L-- — — � � _ --1--- _ _ _ , — � — __ = I � — — -�� _ — - — ` = a m �_� � _ _ _ _ _ _ _ — ._ _ �_ _ _ _ __ I =� I _ w P 4 1 i ' I I _ .. ••'•— � � � � 19° _ 2'/?Rf F. I �j., ; '* . � ---,--- -� � I ,� , - _ _ - - -r---- = = — — — -- --- -- — — — --1-- > � - - — , 1" 1 1 /2~ RUNNING COID ROLLED CHANNEI 3/��� FURRlNG � 3/4" FURRING 1 /2"' DRYWALL . S.S CEILING PIATE I � 0 47S LB /FT ON 3� 0~ V L � CHANNElS ITYP.I � 1 COLD ROLLED CHANNEL SUSPENDED ITYP ) � BY K.E.S. (TYP.f o • r W/ �8 WIRE HANGERS ITYP ) s• �" ' I � , � I 0 3 LB /FT ON „ � , 12 9 4 "' S'4'' �� � 2" - 0" O C t T Y P 1 _ _.____. - � � ---" - �---- - --�------ �' - u � FIRE ENCLOSURE TO CONSIST OF ' S.S. FASGIA BY K.E.S. (TYP.) ! � " � f21 LAYERS OF S/8~ GYPSUM BOARD (TYP.1 • = � _- . • . ... SECTION A -A SECTIC� N B-B ECTION C -C - � S SECTION D D . SCALE 1�= 1�-0� � SCALE 1�= 1-0� SCALE 1�= 1�-0� SCAIE lr= 1�-ON _ �- � � , , , � �, � �, . " 3=6Y:a 3 9'/.~FOR lISH) ` / � i/ � � N - / y ' / � 3'6�� - - - ---- ---- 3-g/: � � 30'/s" 3-6'/: i , -.�--- - --- -30�/z" __- ----- --- -- ---- ---- - 32'/s~_ ___ - � --'�� , M __ , 30'/sp I F -- --- - 15�• 15Y. J 16/. 15/. � „ 15Y�y 15'/�a 16'/a" ' ' �� ' I ANGLES SIZED AS PER � '--- ' ~ j5'/� ' � - --�----- I - - . �, , � � � --�` � � ' � � � � I � ; STEEL FABRICATOR (TYP 1 I � ; � .. � � �- , � I i � � � � I � � I � --- - � � � � . � � , -- , _ � - -- --— -- - --- — — — — — — — — — — � --�- - -- - -- � - -- - - - - - r-- - ' , a o ^ � ; o o ..= G o ' � � - - - -- .r�_FAN/CURd_ �' J T `� a� J " d d - - - - -�-FAN/CURB- - � �� 0 � .� Q .- � - g. FAN/CUR� ° � O . � 0 -- _ - - - --, - � fAN/CUR6 - - - � _ - - - - _ -I -- - - - - - - - - --- � --t- - - - - - - - ± - - - --- - - -- -- - - - -- - ROOF OPN - , - - - - - - - - � - - � ROOF �PN ---= f I � f � 23 /s � I O � � i � ' � i 18?/.y � , 18/. „ o � � C I 17'/�� — - - ---- 24'/�r _ /. ' ,/ _ N 18�/� r f --- -N Z3°/s 23/` � 1~ 2'/a~ 15~ _ I __�� _14��:~ '6�/:•� / 23'/s~ , __ _� ' r � ; , .� A � M � e _ I -- — -- � . �`- - - --- -- -----2�'/�--- �9/� FOR FtSH� 6�_� /a 14/�+ 14/� 2/a 1'/:~ .. p A N C w � ' ' • � 1" Z3I4 14��-- � - - - 14Y:~ 7/� � 1 2'/. 15 15 6 - ,� � 2 x 4 � - " • " v 9 _^� _ � � -- d . � I 21 � } ' � --- ---�N - - - � ------ �y-- � i 2i � . WASNER(TYP. y, o � C � � � � , � � - i� __ _- _ _ 36'�:—=� - i - =__��•"= _ _ _- 36 C v 9 � o t M , j- — - — — �� — — -- i — - - - — .� — _ _. .� — j _. _ .` � _ �-._ __ � , ; N � � ` rr O r � ^ 1 � i ROOF OPN _ - � ROOF OPN � ` w Co a � a V ' . �n - � ' ' ` '� ' , � C 0 r�. � � . - - -- - -- - - CLG. OPN , � CLG. OPNG � ClG OPNG. E, , CIG. OPNG � � - - - - - - - -- j' -- - - - - - - - - �' --- - - - - - - - - Q,1c � m • � C - -- - - - - - - - � - - - - - - - -- - _ � I v � � v � < i � — — — — — — — — — � — — — __� ._. _1 , __._._ __ 't M,v,Y P r �L�s. � Q V � _ _ _ _ _ _ _ O � r I �,-;��,_°�5 , -, - - - - - t T Y P.) � � R 0 � E � c - . FIRE RATED WALLS TO CONSIST OF ` A' I } . :=°F' �`1� t„i x. . ' • : �� r rP � y � � 1��1 4i T�R� ' � � T r-h^ve ` f77 \-. � 3f4~ FURRING CHANNEIS tTYP.I '�� ' ` `` 'a�� '_`° � � l2) LAYERS OF 5%8" GYPSUM BOARD ITYP.I I V L NCE FOR PREFAB . . �� , ,�, .� . ,. , > � . - � . F r i i� � � f i . F '° 4 . r � , ' � +.4�°'�eY �y� � ermit --- ---------- - -- ------------ � I A A # Olo�d ` � i �G . ' I'�; " , � -- MENU BOARD ITYP.) ' � � , . � _ j �Fa �f � ix "r"'-t.,tr -' Sp. .._ ' a 4 ' E 0 ,,. , o � „ a, , t_ - -- - - - ----- - _�_ � _ ;� k� ;F'�;•y.� . ' i EAGL CO U NT , CO L D �� :�� ` G`� � — !, '�`"� 4. ��T '` �µ i i�r,� � M i. SECTION E-E SECTION F- F SECTION G-G ������.� �� ��F�� =� _r � 9 � � �`���``� � ECTIO H_ � �8171' � � S C A L E: 1�= 1�-Oa , � E: 1�- 1'- ' ' i ,► ��'*;-.�,��,�}�t..riy�°:;,4�.`' � 1�1 ' + Hn P � , SCAL - 0 SCAIE 1 = • ` s SCAIE• 1 = 1 -0 //�\• �' `OW �� �(/�$� ' � �_0 f�i4R��o'� ,��64���K- R � M � " � \ , ���� �'�r € ,f,.�. r P . � � s _ r, } ti . � _ � - � , i �'� � ' s� �"� • ` . • M , ri , � , ' �° � , ' � A � ' ' * � � . \ ' - • v _ - " • ♦ � � � � , a - ----- - --�--- �' ' I , � • � � � f ' � � •� � � r � - Y i : � « °e � �°. � , I O , � � � � � � , � � � t � � - �--— _ -— � ----- ---�--- — � ` • - ` � " g � � � , � + .. � - �' iA _ - ---- --- - ------- - - � � --- -- _ -- * . , r -M � M ' � � C � W � . - .. o ,, � w o .. •i ; _; _ _.._- - -- --- - - ----- — - � --- --------- -- ---- - -- — ---- - - - --- -- r;- ��-;-T � � , • • " ' � O � � ; � � � „ � w . 2 2'i�� � '% • � � r � ` } � ,��� 22 �� � '_ � � ---r--� , � � ' O 0 ;� Z - - - -- --- - - - - --- \ __;4 8 _-- - - - - ------ - - - - — - -�` - \ S� O Q � $ � , � � , � . x ----- -- — - �' , , � � � � • . I �� � ; , t t : � � - � � ` `- � . � . � � � i � N . . , � � � O . . � ; � i+ + � � � s " l0 � � � � , � f ' � � i , _ � . Q C.) _ y = � j � - �`:-- --� . . C ` ��i -- 2,l '/�,• - - -- -L t,��� � Z Z 'h --- �/� ] � O 1 ---- � -- —- - • � i � -- - ---- — - 48------ -- - — --- -- - ---� � � ^ -- --- - - � . �-1 x NT . . . � � . . _ � � -- � - ---- -- - -- - -- - - -- - ---- I l . � - —T -' #' I I . - : � . � � � � , - ; --- , � � o � , _ . � � � �� � � , �, , _ , � - ; � � { . . _ ____ � . , �� � . .- __ # _ � '/�� � 22 ,/t .. ' �� _ - 22 ,��'.-- ------- �' �.0 �oNr - S'T'^iNED f �l��n,�SHE� — - - -- - x-�- _..... - . _ - - - - �,� �' � --�"� '�o M�ITc.,H >�,NE.L�N4 GULO�. . - • 4 a„ - -- --- — -- - - ---+M-- . � - - --- -- - ----- - - - - � ,. � 3,LV�,K,N�., � ` �TT , , ` � , - � , �� -- , - � �� S�g�Pl.Ywaop � , t � SCALE� 1/8�s 1�-0" ' � � SCALE� 3" sl'-0' ut�l ER COUNTER LIGHTING e, . , , ' _ � - . , Ac�ylic decorotive ponsl " , glued in ploce. ----,� - ' � , � . . . � \ . , , . . . '!." pa�tic{e board constnxtion � � , , , • thru out. Paint inside whits. \ � v � SEAM fILLER (CALJLKINt3 COM'OUNDI . � � , � t_ 4 �� � " r TO 'R01/IDLO r'�1' 'ACKA6E. . " P , , '"� • Plastk larnjnat• p�r • �`� - . � � � . �p ;, ► e � � � d�cor sp�cs o� �xtsrior. � a• � `� � I ��� . ,� T � � c��� APPRO �l � D .. o � ` � ; « � �' Date ���°��?� � d — o � r � --� ------ ----- --- ---------------------------- ---------------- o �. L v � I � • - { � Perm�t # ---- ----- -- ----�-�Sa- --- -- - - -----•• � � ti � C e < M i { � t � - - -�-- -- ------ -------- ---- � r Insp. __ _ - --•-•---- ; M A . � � O "= 4 '�" astic crate ' ' ° O q � � � � , EAGLE COUN , COLORADO � 9•- c e r N� P� �9 0�, �d�' 0 0 � ; d c • ' diffusser, pysmatic lens - ;,,� �+/ � opproved alternate. by ' "�`-- � ���D� �o � � � v " t t� � - ' c � electric contractor. 1v� S ' �1v:'" cj'O����' � � � O > r 8" _ �}'y'�`� y � � ' �= �� �°"��,r _ > _ IVO SCALE ��v�a�� '��}.����s���.,. 4A l0�� , P, �tZy•c> " �-.�YA�r.J�� , � w,� $ * yr ' a� ��i,✓."A i t � �i3.�'r' , ✓' � 9' "'� � r ���1\ 8 ����r' �`s > r `}� , + ' ° � . ' t (, ) , • N 9 � � ','','r',•��`'c.�a^� ' n� . � r t � 'c ., , 4 � F� H � . . ° � � � � AP���"�f - � �A�X�=, �y � j`�1�" ::��°��� �� � . , �ECTIQN x-x Ca �Q�Trr .. _, , . ; C�i�����,ICTI -��� .��t��-, ..�. , ti. _ � �E: ,,-_ � , _ � . ; . _ . o�v �� _, 4_����: - . S�AL 3" ; • . . . � . �' _ , , � � • - � � � � ^+ ,f t � _ ' _. _ ,,._, � \ �`�",'� �, � � "'� �, �� � � , ' � ��; • � � � � � , r SPECIFICATtONS FOR GC 6 PERMITS AND REGUlAT10NS _ E But no wch oaupation or use shall take O�xe unt�l the Cohtractq�hasqrven,�h wnt , GC Z7 CLEANING BUI�DING AND PREMISES CHAPTER 1 ~ mg, his author¢atwn therefore settin9 forth the pornons to De used,and the cond� w McDONALD S CORPORATION A,8,AND C CLASS A The Contrxtor shal' at h�s orvn ex nse,obta�n ait necessa � � Q pe ry permtsand certifKS�es, uom of weh occupancy, and Uut McOoneld's shall assuma all rcspons�bil�ty for A The Contraaor shall at all times keep the prmises free from ucumulat�ons of waste EXCAVATION AND FILL STANDARD RESTAURANT BUILDING together with alt hcenses and bonds, obsene ail Federal, State a�d Locsl or Mun� damage to the buildirg rault�ng therefrom and inflammable matenal or rubbish cau�ed�y his empbyees and others dunng the � TABLE OF CONTENTS c�pie laws ordinances rules and Depanmentai regulaUOns m csrqing on the work ' progress of the work At the completion o1 tle work �nd before final scceptance,the 1 1 GENERAL CONDITIONS part�cularl ��reterence 2o the use of ztreets elle s and s�dew�iks br the re�ervatwn GC 76 SEPARATE CONTRACTS � V V P Contrector shall at h�s own expense clan way and remove from the premises of Q ' of the pubDC heakh and safety sanrtavon ufety spplunea elertn�spparatus snd McDonald s and lrom publ��and prrvate roadfall plant debns rubb�sh tools scaffold A. The Gmeral Coridroons of the Contract aM the Supplemental General Conditions bound Z w�nng end houn of �abor an0 shield McDonald s irom annoyancesconsequent to any A. McDonald's rexnes th� r�qht to do wch worlc as they shatl elsct anq to IeR other ,ng wrpius mster�als •na e:cess eMCavated mtenals due to hit operst�ons a�d shstl hlrEw�th 8rE psR Of thtf speCitiqt�On Th�s Contractor shali conwlt them�n deta�l for in CHAPTER TITLE PAGES . mfracuons of such laws rules end rcguianons durmg the progess�f thc woHc and st contrM�m connettion wrth the work The ContrMOr shalt�fford otMer Coatracton leave the premnes sntl the wOrk �n per}ect oder and reDSir and the bwldirg bropm struct�oni pertsmmq to work under thu trode ALL B�DS must be based on mstenal I C '�m�uctrons to Gontractur IC-1 any t�me t�eraher full opportumty for tM instaUstion of pwpment and rtonge of the�r materal,and th� ciean snd reae�co us� spewfrod as scandards t exscutan of their work, and shali properly con�ect �nd co-ord�nate hn worlc wrth � B I� tne drsw�ngs snd spenf�utwns ere at varunce w�th�ny Fetleral St�te snd locsl or tM�n fo that thera w�ll be no+nterfercnce or delay�n s�y matter with the woHc oE the GC 28 CUARANTEES 1 2 SCOPE OF WORK G C - Gene�a�Cond�uons GC-1 to GC-9 Mu �c�pal law ordina�ce rules or Departmenta� reguisuons the Qmnctor shall no- OwnK o�of other Contnetoz • C � ° t�fy cDonald s in writinq before work is perlormed and the value o�necessary changes A Tnc General Contractor and eech Sub�Cont�cto� shall execute and delrver to the A Furnish all tabor matenal and equipment necessa to do the excav�t� removal ot 0 N � 5 C Speua�Condit�ons SC-i to 5C-2 shal be aq�urted betore p.oceed�np witA that work H any ot theContractor s work GC 17 SURETY 60N0 Owne� upon compleUOn of work a wnttenguarantee covenng all work under th�s trees pavmg,earth and any other matenels found,brac�ng pumping of underground of , � � O m � :ha be do�e contrary therelo wrthout such nobee hethall be��all cos�sns�rq therefrom - co�tract The guarantee shall be fo�a penod olone yesr unless s guarantce or wsrantee ran water backf�llmg and(ilhng,compaCtion of fill u+d all other rtems required to per A � � � � Excavation and Fdt 1-1 to 1-3 A. At McOon�ld'f elett�on and �udgement the Contnetor wdl prwde � bbnd �t fo� a�onger penod of time is reQwred under crta�n spenfic trades heremahn Should torm the excavat�on work Remove and rtockp�le top soil and sdt f�ll unsuitable for � �. N � GC 7 PROT �CTION pF WOAK AND PROPERTV McDorrld's�xpens, for the full smount ot the contnet pnee w�th an approvad hun any defects develope dunng sa�d penod due to�mproper maten�is or workmsnsh�p, beanng and spresd top w�l at complet�on of �ob Remove old concrete and blacktop j' 0 A � 2 Corticrete i-1 to 2-5 . sed wrety company,canditw�sl on the futl performu�oe of tfu Contract m aao�dance the shall be re a�red or marenals replaced wtfiout ex Y p penu to tht Owner All gusran psving and sny other obrtructions �nterfenng with new toundavons and floor Rough V a � � � YM� A T e Contractor shaii be respons�bie for ali vwlata�s ol uty ord�na�ces�nd state laws w�th th� dnwmgs snd thae fp�aficat�o�s and it w+ll prwWe [hat worlc shal�at sll tees and warrantees for the mechamcal equipnent mcluded m the bwldug wch as but grsde dnves and parkmg sreas. � � � � � \' 3 Rti�foruny$teel and Mesh 3-1 to 3-2 , oived ,n the pertormance of h�s work and fo� oDStruct�on olrtr�s s�dewslks times W freeandeMarof all ii�m o(workmen materwl wpphers�nd Sub Contracton �ot I�mited the hot water heater sump purtp, air cond�UOmng unrts exhaust fans Q � N � � \ � ievs and D�ements and sn�li�n sli cases made good any damage o sny rtreets side aoo� ciowres where applicable and water s�heners where appl�cable and all other 1 3 �NORK NOT HEQUIRED ; 4 '� Masonry 4-t to 4-a �Iks slleys and pavemmts He shatl use every pre�autan to bnce and otherwise GC 18 AFFIOAV ITS AND UENS equ��ment anC matenal warranUng a guannte shall bt delivered to the owner by the .. 9 = � � � s� pon snd secure the structura� frame wal�s tloors and roof dwug the tonstruction Genera!Controctpr A Excavation a�d backfill for installatwn oi sewer,water,9as electnc or other ut�hUes will V � 5 ��ooc�7�usses 5-1 w 5-d o The worr and shalt prov�de tlunng the progess of h�s work every and�II saf uds A. W►+en makinq appl�tation for payment,th�Contrxta shatl fum�sha complecFover ell wy A � � � - be done by other Contrsnors 1or the proper mr[sllaUOn o1 their work {i � a orotect�o�aga�nst acc�tlents m�ury and tlamsge to pe�wns and�roperty mtlud�ng �ounzad statement Isccpmps�MO by hu aN�dsvrt ven}y�nq tht samel showinq in rels GC � VERIFiCATION OF UNDERGROUNO UTILITVIMPROVEMENTS • � � C Y 6 Structu.a�anC Miscel�aneous Steel 6-1 iu 6-i ga� �mn rooerty Tne Contruto� shati be r tan to ttx toul over sIi eontrsR piu to aacrue(fa al�wbcontrscts snd for all labor y Q � g D espons�bie for hn v�+rk snd every psrt B Barncades w�ll be furn�shed bv General Contr�ctor A 0 �� t cof aM for au matu�als toois a I�ances sntl D�o rt ot eve descn twn vsed +�d mstena� �ncapor�ted �n the work�nd to be incorporated m t�e work by hrm �� ,4 The Ge�erai Contrxtor shall 7 CErpentry 7-1 to 7-7 pp � Y Y p provrde the owror with an asbuilt drswmg locaung and C Q O � , m c nnectwn therewnh tM pMwmance of th�s Convsct! tM�mount of rtqney�Ir�ady pa�d Df�ny)2rW the descnb�ng all underqround uuhties located or the total pa�cel of property Intluding t a EXAMINATION OF SITE , ` Q V b C •• � smount of th�money pressntly dw but not hmited to the following,all gas lines,vater hnes zamtary sewers store sewers � m 3 �► 8 Extenor Alum�num Doors d�Windows 8-i to 6-6 B Thr ontracto�assumes all•�sks hazards ana tond�t�orn��conneclNn wilh t�e perfor telepnone lines electnc hnes �ncoming as wel as corral and lot light�ng and sign lines, A Contractor shall examine stte and all cond�tions thereon and shall teke into tonsideration • W � � �0 m ma o'tne conrract a�a even �� Me oe�tormance o' the contrac �nvolva a gre�ter 8 Ne�th�r tM fuyl payment nw a�y psrt tnereof �halt become due untd the Contrsao� cuiverts sevuc tanks and fields and grease traR. atl wch conditions as msy aHect his work Owner w�ll turmsh a Iog of bonngs indicatmg � V .� � O 9 Roof Insulat�on 9-1 to 9-2 shaii d��rvar to McDonald s wa�ven o( i�en a�d ratw�zed aftidav�ts from all wG � � expe dnure o1 rr�oney than t�e Concroctor expected si the timt ofD�dding no N�ow probable subsoil condifions tor general mformation of bidders The Owner does not � (0 0 C Z ance w�li be made on account thereof and che Comractor thall �onnnue with antl conusetors il1C W�IVf1 O���M frorti atl mstNiilmen providuiq fw complet�rcl�a�a of � gusrantee that these indicate actual conditions under entve budd�n9 Q 10 Roofmp 10-t to 10-5 � _ a11 posable bans u�s� out of Mw con2rsct w recnPes m full m I�eu thereof and in � a � com iete the work ttt�a cast s waner and nourizW�ff�dsvrt from himfelf st�ti tMt sad releafes ard A �. O 11 Sh¢ec Metal Work il-1 - � 1 5 SURVEY ANO LEVELS 1 GC 8 INSPECTION rsct�pri rov�r all matenals ard �abor �neorpprst�d �n tM work for which�leen mght Q Q � ,, ' be fded TM Co�tractor may rt sn SuDContncto� �etuaes to fum�sh s releas�or A Before exwvauon work is state0 General Contrxtor shall employ a curveyor approved 12 Cerem�c ancf�uarry Tue 12-1 to 12-4 A The Mc�onaid s Connructron Engmeer shall n ali t�ma have xceu io the work nu�pt �n tull fUmish s bwW sausfsctory ta McDonsid s to idemmfy h�m aqs��st any by McDonald s Engineer who wdl establ�sh reierence fines and level beneh marks to be ' � wnereve+ n �S in Drep�raUOn Or r C�1�T Oy 11lf1 Of DLIIQIWIM It any hen or cla�m rema�n�unsausfied aher all psyments ' 13 Exposed Agaregate Surface 13-1 to 13-2 P ogeu and Contracto�shall provNe propa taalrt�es xf mad� the Contnctw shall rtfund to the Own�r all momes t�at the latter ma be used throughout construttwn of buildmg Surveyor shall make check readmgs as ohen as to inSDMt the work�n ssfety Y seems adv�sable to McDonald s Eng�neer dur�ng progras oi excnvat�on Records of these comp�flW to D�v ��dischsrging wc� I�en o�cla�m �nc�ud�nq alf oosts and reaaoruble bench marks and check readings shall be turmshed to Owner and McDonald s Eng�neer 14 Suspended Cnbngs 14-1 to 14-2 � B 1' tne speal�cauons the Gonsc�uct�on Eng�neer s mst�uct�ons laws ord�nsnces o�any attorney s fee Contractor shall carefully ma�nta�n,these bench marlcs monuments end other reference pomts and�i d�sturbetl or destroyed rtplace them pub�c authonty repuve any work to be spccuuy testea or approvd the Contr�ctor GC 19 INOEMNITY 15 Metal Todet Partit�ons 15-1 to 15-5 shau gne tne proper wthor�t�a umely nonce o1 rcs readiness fonnspectwn If my &Restroom Accessona 1 6 EXCAVATION sucn work s�ould be cwe�ed up vntlwut spproval or consent n mrt rf requ�red by 0. TM Contnctor sgrses to protect �ndemnify sav�arW huld hxmless Mc�onald's rtf 16 M�scellaneous Metat 16-7 to 16-2 «v�ooer author�ties be uncovered }or exsm�nat�on if the Contrttor s experne snd remain unCOVered until ptoDr�V tKled off�cen,agents and empbyees from snd sg��nst all iosses,co�ts and expensas,anC from A Excavations shall be carned down to the linez and levels indiCated on the drawmgs plus � and aqs�nst atl claims demand�,w�ts and actwns tor dsmages,losses com�nd expM► sufficient space to permit erection snd removal of forms or construction of mncrete 1) Pamting 17-1 to 1)-3 C The McDonald s Construct�on Engineer msy requ�re speual rcsing o� mspectron x�, and frotn md sga�nrt all habdrty awards, �udgementt and decrees or whatever wprk and inspection Bottoms of atl foundations walls and concrete walks�nsofar as beyond the scope o1 thc plsns,specs or ioul codes If the rewlts of ha tests or special nature Mr any and all damage to property of others and of th�parties hareto, thev possible shalt rest on undisturbed soil hee of undes�rable matenal Should unswtable 18 Coord�nat�on of Mecharncal Trades 18-1 to 18-2 oH�cen psnts snd employees snd ot wl�stever ruture for any anti atl m�ury or u� bearmg be encountered n the depths mdicated o�the drawmg,Contractor shall�mmed� inspection meet thc rtandards repu�red by the plsns or specs McDonld s thalt besr the uriea I�ncludi dea[h) to sn ately report wch rnndit�on to MtDonald s Engineer and shnll not Droceed with work � 19 Plumbr 19-1 to 19-8 cost of wch tests o� inspect�on U the rewlts da not meet the stardsrds required by � �9 Y Pa� or penprn (includ��g the oNicrrs agents a�d � the Dlans spec�f�eat�ons or locsl�odes the contractor shall bear tM cost of wch tes[s �P�aWa of ihe partief heretol growing out of the work rewltmq from a�is�nq or�n until he recerves written �nstruct�ons Bottoms of all foundatwn!bear�ng on so�l shall be and intpect�ons e^Y w+Y 9��^9 out of any of the�cts o�omiss�ons e�tAer of MeDo�ald s the off�cns on level excavated planes at the elevations�ndicated '� 20 Neatmg Vent�lai�ng&A�r�r�,t�on�ng 20-7 to 40-5 _ Zt ` Electr�ca� 21-1 fo 27-6 McD 1403 • McD 1403 GC-3 GC 6 � McD t403 GC-9 McD 1403 1-t . � - INSTRUCTIONS TO CONTRACTOR > I C 1 CbNTRACTORS OBLIGATION � � � A To Meet ContraM Requ�rements • � + GC 9 SUPERV ISION egents or employees o�of the Gontrsctor the Contractor s oN�cers �gents or employ SPECIAL CONOITIOAS B Bottom�of excavauons shall be protected from frost 1 The Contrattor is cautwned to famdianze himseH w�th all of the documents of the t , ees or ot any Sub Comrsctor o1 the Contrxtor the Sub Contr�ctor:otf�cers agentt � Contratt tor t�e success}ul Contractor shall comply w�th them m full A The Contractor shall grve personal supernsion [o the work us�ng ��: best skill and employtet m connect�on with the perl0rmance of the work under th�s[ontr�tl C ExcavaLng,and General Contractor shall meet on�ob s�te w�th Mc�onald s Engmeer and attentwn and shail keep a comperent foreman and necessary ass�staits constan[ly pn SC 1 . INSTALlATION BV THE CONTRACTOFi OF EQUIPMENT FURNISHED BV OWNER rewew procedure and determ�ne exact deta�led procedures � No claims on account of mistakes oc omiss�o�s m the bids w�ll be considered aher the qround The Foreman shali be the personat representatrve o(the(ontrocto�and all GC 20 CONTRACTOR 5 INSURANCE ' award oi Contract direct�pns 9rven by him Shall De as b�nd�ng as rf grven by the Contrortor Commumca 1 • ,5 The Contractor �s respons�Dte for acceptance mclud�ng unloading storage handling D Hemova any�ppso�l from budding srte and pa�lcin9lot,and rtock pde rt at locauon desig tion delrvered to the Foreman by McDonald s COnrtrucuon Engmeei sha11 be as b�nd A Tnt Contractor shall not commence work unUl he Ass furmsh��he Owner w�th duD�� �nstallat:on �n compl�ance wrth locai co0es aM norma' guarantees on these follow�ng nated by M�Donald s Eng�neer ready ro be spread for landscaping areas at completion of 3 Thn spee�ficatron and accompanying drawings must not be separated �n any in4 as�f delwered to the Contnctor cau ool�c�es or certrf�cnes ot �nturarxe ev�dencmg t�at ne has obtamed t�e tollow�ng rtems �ob � + manner by anyone tor any reason The owner and the archrtect d�sclaim any �nsurancr whith shatl be secur�wrth compsrnes hsvmg a flnsnusl ntmg o}AAAA m t responsibility for aswmptions made by the General Contractor or eny SubCort 8 The Convactor shall carefulty study and compare al� drawings uec�fieations and Best s Inwranee Guide Such cert�ficstes must prov�de th6t McDonald s Corporat�on 1 Vent�lat�ng ian un�ts E Excavations shall be kept free of water Oo a41 pumping traetor who does not recerve a complete set oi both specfications and draw�ngs ot�x mstructwns and where d�mens�ons are governed by exisung eond�uons or by and ns Subs�dunes be named ts an WdiLOnal inwred as the�r imerests may appsar and a � condnro�s already establ�shed h� shall maks sctual meawremmts h�mself and shall that tne �nwrer w�li g�ve the Owner n least th�rty(301 dsys prior written notice of 2 The counter top F Do all excavating and rough groding for parkmg lots q , c nport m Mnrting to McDonald s Conrtruction Enq�neer for explanatun or ad�unment matensi cnange m or esrxellahon of wch�nwrance �o D any errors isagreements or mcons�stencies m tne drawings and specificauorts or 3 Heating and air condit�omng eqwpment ant related matenats G 9ottoms of all excaveuons shall ba hand worked � GENERAL CONDITIONS fgured dimensions of the draw�nys wh�ch may e�ist or appear to ex�st before proceed B Workmen s Compmsat�on Inwrsnce m accwdanse wrth the statutory requiremems � �ng to execute t�at part of the works affected thereby and�n any caa w�th�n ten days �nclud�ng Employer s l�ab�l�ty Inwrance in an smount not Iest than S100 000 If rr SC 2 EOUIPMENT FURNISHED AND INSTALLED UNDER SEPARATE CONTRACTS H Cut, fili and compxt aa rxcessary�II areas designated to recewe walks drrveways and R ee � of the recnpt of the drawings speuf�cations and mstruct�ons Fada�to do so shait quned tne Contnctor shall aiw m�mtam fcaffolding �nwnnce and Demohuon parking areas to fin�shed elevat�ons as called for on draw�ngs � GC i McDonald s Corporatron or any of its wes�cfianes,hereinaher feferred to as McDonald s', constitutt a warver of all rght to or cla�m fw extra work on such accant �nWranct w�th boddy tn�ury Covtrage of�Op,00p/41 000 000 A The s�gn contract is awarded by McDonald s Corporate Off�e m Oak Brook to a s�gn � whose home address is McDonaid s Plaia Oak Brook,Illino�s 60527 manufacturer The cost of th�s comract witi b�borne by the Operator The s�gn manu 1-7 CARE ANO EXAMINATION OF ADJOINING PREMISES � C. No dev�arton from specrficat,ons drawings or �nstrucnons shall t� made w�thout C Msnutacturer s and Contrxtor t Gmersl Lu6�hty Irounnce mclud�ng Wronytul Death facturer wili select a loca�sign contract who,ater secunng the sign permit wdl recewe _,- GC 2 PLANS AND SPECIFICATIONS wr�tten authorizaUan to do the vwrk by McDonald s ConstrucUOn Enaneer wrth i�m�ts of 5500 000/51 000 000 tor boddy in�ury and S100000/S500 000 for and mstall the tollow�ng A. Protect ad�oining building and publK thoroughfares mcluding curbs gutters sidewalks W l p�operty damage This�nwranct thall includecontrxuid lubdity to coverthe liabd��y paveTenb, eic from damage and at completiori of wOrk restore th2m to their former �y,(;E�� A This specif�cation and the accompany�ng drawmgs are mtcnded to descnbe and prov�de GC 10 THE CONSTRUCTION ENGINEER`S STATUS sswmed by the Contractor under the Indemnification ut fort�under GC 19 1 L�ght Beams on the root and final eonnectons to nrcwt winng prowded tor under condition do�ng the work in all trodes and fumishmg matenals of all kinds that may be :�` '�<. for a Eimshed p�ece of work The are intended to be co o eraUv� and what is ealled �i rR Y p A The Conscrucvon En �neer shai!have tne electncal cub-coMract netessary for thn rewlt tor by erther shall be as bindmg as if called for by both The Contraaor shall under 9 general wperv�s�on and dvecno�of tne work He 0 Comprenmsrve Automobde L�abdrty includ�ng OwnW Non Owned and Hved '4�' stand ihat the work herem descnbed zhall be compiete �n ever deta�t not w�thstand �s the agent of the Owner McDonald s Corporat�on oMy co the extert p.ov�tled�n the Ven�aes w�th hmrts of 5300 000/5500 000 for bodd �n ury and age 2 Conrtruct to�ndation with anchor bolts a detailed m drawings provided by the 1 8 PUBUC UTIUTIES ,yt' Y Contract and when �n s Y I D���Y dsm �ng eve�y �tem neCe55ar�ly imolved �5 not Specifically mentwned and the ContraCtor pecial instanCet he n 2uthonzed by Ihe Owneiso to ac[ 3nd in 6mrts ot S10p 000 � s,Qn manutacturer for free standmg main roid sign w�lt be held to provide all tabor and materia�s necessary for the ent�re completron of such �nstances he shall, upon request show Co�tractor written a�thonty He has A Send proper notices make necessary arrangements and perform all other serv�ces requued � � tne wo�k �Mended to be des�red and shall not avai�h�mseif of an man�festiv uninten authority[o stop the work whenever �n h�s op�nron wch rtoppage nay be necetsary E tn add�t�on to the above t�+e Gontractor wifl slso sat�sfy sny �nwrance r u�rements 3 Mount the road s� n on the anchor bolts ovided in the fou�dation and connect publ�c util�ties�nclud�n as ma�ns water p�Des sewer v eq g p , in the eare and maintenance of all g g • tionai error or omission should such exist Should any error or mconS�stency appe�r to mwre the proper execuUOn of the Contract requ�rea by any governmental authonty � e�ecv�c servrce to the sign The General Cmtractor is to pronde necessary conduit p�pes electnc cable Fire hydrants and a�l rtems of this characrer aswmmg all responsi and puli all w�nng leaving 3ft p�gtail trom bwldmg panel to si9n locatwn biLty for which the Owner may be liable �n the rawmqs or spec� icauons the Co�trador, before proceeding wrth the work � 8 The McDonald's Conrtruction E �neer shall with�n reasonable hm� make deus�ons GC 21 BUILD�RS RtSK IkSURANCE � shail make menuon of the same to McDonald s Construction Engmeer m wr�ting 1or "`� ' 1 9 BACKFILL proper sdlustmeM, and in not ease Shall he proceed with the work m uneMamty on ali points brought up by the Contractor on matters relauny to the�nterpretauort of 4 The Entrance and °Exit' sgns are to �e installed on toundat�on prowded by the pians the specihcat�ons and the execuuon and progess of the wor� A M�Dona�d s shali maintain a 8uiltlen Risk Insunnce Pol�Cy Completed Vslue Fo.m Genaal Contractor wrth anchor bplts cmdurt and w�re pulled from p�nel and B Trtles to chapters and paragraDhs m these Specif�cations are indicated merely tor GC 11 CHANGES IN THE WOFiK that wnen attached to A Standard F�re �o�K� i�wres a�l Real Vroperty sqa�ntt f�re � iocated as per plot plsn A. Aftpr compleUOO of footm9s, toundation walls and mstallanon of other construcuon conven�ence and shall not be construed as a corrett or �omplete segreganon of the vanoal�sm and mal�up�s misch�lf �nA suth Oth�r penls ss a�t+rKfuded�n the followinq below flnished gndes and aher removal of all formwork braang, shonng the excava� stwera)un�ts of maienais and labor No respons�b�lrty, e�ther direci or imphed, �s A. Mc o I attacnetl endorxment:antl to�wh�cn prem�um.�s chargao Th�f policy m no way�s to 5 insta��the(lag poles o�foundations providd by the General ContreMOr trons shatl be cfeaned of all trash and debns pr�o.to backf�ihng Backfill shail be prov�ded assumed by MeDonald s for omiss�ons or duplrcat�ons by the Contrattor or his Sub 0 na d s, w�thout invalidaUng the Contnct mav alter by addin5[o or deducting cova loss ol Personai Property inckudm9 aU but not I�mrted to conrtrueuo�mstmals , as requered around walls and ocher sub grade construct�on �n the manner here�naher V from the work covaed in the Contraa All zuch work shan be executd unCer the co� snd equ�pmem stored on the sne and all other rcems not permanentl fxtened a described Under no cncumrtances will backfdling be permitted under fooLngs and contractors,dueto realoral�egedeno��n arrangement o{matter�n these Speci4kations ' y 6 Insta�l the McDonald's wall logos dmons of the onginal Controct except that no extra wo�k or charnes shall be done secureC m place on the srte and bu�ldmq 1 � foundat�ons C It shall be the duty Of�the Contractor to venfy all dimenswns grven on the drrw�ngs � without wntten order from McDo�ald s Such orders shatl cover theagreed pnce and � 7 inscau the McDonald s root si n on braaets and to r terms of extra work w cha es If work n to be om�tted then propr credtt for wch B Reat Pr 9 prov�ded by General Contrector eport any errors w mconsistencia to the McDonald s Construction Engmeer "9 overtv �s det�ned�s the bu�ld�nq s[ructur!Or�ny p�R of M!budd�ny D�ftruC 8 Backfill around fooun9s and foundauon walls sha11 be placed�n 10'iavers and compacc om�tted work shaN be grven McDonald s � tur� ermanentl betore wmmencing the work In wbmittirg a proposal �t w�ll be rnnrtrued by P V secwed�n plxe on the siu �ncludmg Dut not I�mrted to foundaLOrtt, 8 The Food $ervice Equipment mcluding refneraUOn and soda system contracts sre ed with Jay 12 or Vibrapac tampers • McDonald's that bidder has ezamined and famdaraed himself wrth the s4e and has �i wslls .00h all bwld�ng mecASnK�t equwment budd�n9 attachmeMS fixturcs and " awarded by McDonald's Corporate Office m Oak Brook The cost of these eontracts M caretully checked all the details and assured himseli that they contorm m every respect B The Contnctor shall proceed to make such cha�ges w�thout caus�ry dNay and any � macnmery belongin9 to and cortstituLnq a permanent part tnereo} , will be borne b the o erator Th�s C Enure xea of Parking Lat shatl be eompacted with 5 passes of a 'Terrapac' vibratory cla�m by the Contnctor for an extens�on of time for the com letion�f the work,due Y P equ�pmentw�ll be delrvered tor�nstallat�on only at roller pulted by a tractor vnth both local and state requ�rements Ignorance or lailure on part of Contrsttor or to thanges or alterations shall be made to McOonald s w�thin ten da �of wch contem C Endorsement: � the autha�zat�on of a representatrve oi McDon�ld s construci�on depaRment � Sutr contrattor to examine or tamilianze themselves with the s�te will not be sccepted Y as an excuse 1or cla�ms to extra or addit�onal payment above contract pnce plated change or alterat�on The Gonirxto� may obta�n at his elecuon, separste coveraqe, apirt from tFe Aqi 1 The unload�ng and �nstallation of these ood serv�ce equipment items are the D Matenal for fiH shall be sand or other materiais free of loam debris or c�nders and a� - � Property �nwrance on connruct�on mach�nery tools aM eQu�pment owned by the � respons�bil�ty of the manufacturers proved by McDonald's Engineer Matenals wh�ch absarb and reta�n a large amount of D NcDonald s Construct�on Engmeer shali wrthm a reasonable time make decis�ons on all GC 12 FINAL INSPECTION ANO ACCEPTANCE • name �nwred �wbiect to 80l6 or hiqher co-�nwrance� These endorsements include� � mrnsture shall not be uxd tf wffiuent matenal of th�s character is not obtamable from � points brought up by the Contractor on matters retatmg to the interpretatron of the I�mrted e,uns�on oi BuilCmg coversge to �nclude personal property of others m the 2 General Contractor to unload outside freeza when rt arnves on�ob the exCavabon contractor shall provide additwnal matenal to bnng f�ll to reqwred A. Contractor must meet wrth McDonald s Construcno� E �neer and Icensee wrt��n 10 care cunod a co�trol of the msured - NevaLOn D spec�f�cat�onS 2nd th!Execution and the progress ot the work � Y SC 3 FOOD SERVICE EQUtPMENT INSTALLATION tans the daysaftertheopenmgof the nore to establ�sh a formal I�St of co�strucion deficiennes � � (here�nafxr called the ounch list) and futther agrees tha2 aN punch�st �tems wdl be 1 Contrxtors inclus�on E F�nal 6" of fd� under floor slabs shall be sand furmshed and installed as part of this � E Should any dispute anse as to the quahty or fi�ness of matenals or workmansh�p or interpretat�on of the lans a�d specificaUOns,the deusion shall res[w�th McDonald s ' The �nterest of sepante or $ub Contrectors may bc eYc�uded�nd the mtnest of contraCt _ � p genEril CprltrpttOrS Only covered by attachment ot a Sepante of Sub Contractor SSUedr by r�e�resentat�ive9ot Osw eescConslt u�ct�on�epartmentato manufacturer of eQU� Construj�tron Eng�neer and shall be based on the requ�rements that all work done and E■c�us�on endortement all matenals furnished shalt be m str�ct accordance w�th the plans and speaf�cauons McD 1403 GC-4 McD 1403 S�_� Mc0 1403 1-2 and what is usurl,cunomary anH standard praaice �n erecung build�ngs oi s�m�lsr McD 1403 (',�_7 type F Where necessary for tield work or proper interpre[at�on oi the general plana snd ' , speuf��at�o�s,the Controctor shall wbmit wrth wch promptnen as to cause no delay , in his or any other Contractor's work,three cop�es of amphf�ed details and uhedules corrected w�thm 30 days after the openmg of the store If these deiaenciez are not i for the approvat ot McDonald s Construction Engineer snd shall furnish the Construc cor.ectea within said 30 days McDonald s may hire an independentcontractor to do ` � • tion EngineeF three wp�es of thg f�nai details,one to be returned to the Contractor the work, and McDonald s may deduct sa�d costs from the moniaowed contracmr mmt before this eqwpment is moved into buiding 1 10 REMOVAI Of EQUIPMENT , 2 Sub Contnctors Intlue�on approved and two to remain m the ConstrucUOn Eng�neer s fdes, and/or McDonald s may b�ll contractor for sa�d costs Contractor shallagree to pay sny The mterest of separate or Sub-Contractas�n plumC�ng,heatmg,a�r condrtwn�nq 01 sa�d costs bdled by NcDonald s 11 an�tem cannot be corrected w�hin 30 days,th�s G, F�gured d�mens�ons and detailed drow�ngs shall be followed in preference to s�le p 9 agreed that the ekctr�cal equ�pment,etc and matenals and suppl�es therefore,may be covered by The tinal �nstallat�on of Food Sarvice Equpment sha�l require the follow�nQ use of a 0. Upon compienon o1 excavat�on demolit�on baekf�tlin meawremems In �afe of an doubt on the shall be ex Iamed in wnvn to McDonald s sat�s�fact�on It is hereb� attachment of g, and gradmg work, contraaor y part oi the Contracto� as to the sxact preparat�on of a punch list by the panies hereto st.s11 in no way vane or atter any Separate or Sub Conuactors andorxment m�mmum of shall remove all equipment debns,excess excavated materials and temporary conrtruc meanmg oi the drow�ngs and these specifications he shall apply to McDonaW s Con t�on�tems connected with this part of the work from premises othrr r�ghts of Mcbonald s under th�s eontract�nclud�ng warrantees br tatmt defects GC-22 TEMPORARY SHEDS 2 Electr�aans structron Eng�neer for an mterpretatwn�efore proceedmg wrth h�s work ! 111 SHORING McD 1403 r,�_� . , GC 13 CORRECTION Of WORK BEFORE FINAL PAYMENT A Contraetor shall at h�s own expense prwdetuch temporary oNKes,and cheds fo.rtw 2 Plumbers mq ot cement,tools etc with n�cenary t�ephones heat ete,atl ot wh�ch are to be A 11 basement Walls are backfitled pr�or to construct�on of the rtructural floor slab basr A The Comractor shall promptly .emove from the premise atl matnals re�ected by removed by h�m st the complenon of Ms�ot� for a penod of 5 workin9 days to begm on he day after the food Service Equipment�s ment wails snan ce adequately braced agn�nst overtummg McDo�aid s Construct�on Eng�neer as fadmg to conform to the Conract whEther in delrvered to bwlding All such tabor shall bemcluded as part of the General Contractor s corporsted �n the work or not and the Contracto�shail promptly pr�v�de proper ma GC 23 TEMPORARY TQILET FACILITIES est�mateand isto be included�n the Co�strucion Contract ALl F000 SERVICE EQUIP GC•3 OWNERSHIP OF DRAWINGS tenals and .e execute his own work in accordarxe w�th the Contmct and without MENT TO BE TESTED BY FOQO SERVICEEQUIVMENT MANUFACTURERS B UVhen availab�e the consultant wil engineer s recommentlat�ons and requ�rements for expense to McDonald's and shall bear the expenu of makin II�wrk of other grad�ng excava+�or bacAtilirng and compactron shall be attached te these ptans and be Contractors datro ed o�dam 9�d a As condrt�ons reqwre the Contrxtor at h�s own expensr ahalt uutatl temponry todet " �n , A All drawinga, specificaaons and co �es thereof furrnshed b McOonald s, are the Y aged by such removat or reD�scemmt come a�a�•ot these specifccauons Consuitant soil engmeer s retommendaUOns shall take p y fxdrt�es for the ux oi h�s employees and the Swu antl Loeal regulat�on Thesa[odet SC 4 TEMPORARY UTILITIES precedent oier other•eqwrements ot this sernon � property of McDonald's They are not to be used on other work,and wrth the excep� faahties must be plsced at witable pwnts, eneloscd sqsinst weather, mamtamed m �.Fr bon of xhe si ned Contract ut �re ta be retumed to McDonald's at the rnm leaon of , 8 If the Contractor does not remove wch re�ected work and mstaials wth�n a reasonable ng g 1 l2 MATERIAL .���i � � 9 p proD�+conditio�,dis�nfected,�nd at eompietion ot tAs�ob cleaned out and�emwed A Contractor shall make arra ements for,md furnish at his own expense,all water, as this tontract, time fixed by wnrien notice McOonald s may remove them and ma�siore the mater hom th�premises. and electncity for hghting and power �al at the expense of the Contrsctor A Metenal to be excava[ed is aswmed to be earth and other matenals that can be removed ,'� � 8 S�yrmd set of drawmgs should bson�ob s�te at all umes. • GC 24 TEMPORAAY ELECTRICAL SERVICES B The Contractor shalt tertninate hu respors�6�hty as to uuhty charges 5 working days w�th power shovel If rcck or other unusuaf sod cond�uons are encountered withm hmrts t�`,,"� C T�he1Coetractor shatl protect h�s woric from damage or m�ury ot snyk�nd He will be aher the arrrval of the kitchen equipment of excavation the contractor shall �mmediately notify the Construction Department of GC•4 MATERIALS,LABOR,APPIIANCES y sponsibie for all h�s work urttil final acceptance of the conpleted work by A Genenl ContnROr,w�thout cort to Mcqo�ald's or Sub-Conttacton,shall provids and Mcponald s and shall not g McDonald s mamta��all tem or proceed further until instruct�ons are �ven and meswremenu p ary elecvicai services for any o�all Contracton,for use of appara 1 The contractor shall have the meten ead by the utility compan�es as of that date are msde for purpose of establishing wlume of rock excavat�on Rock �s defined as any A. Unless otherw�se rtipulated the Controctor shail prrn�de and pay for all mater�als tus,I�qht�,or tools to fx�l�tate the completion of the bu�td�ng and pay all applicable b�llings far same stone or boulder that cannot be removed b y a power shovel 1/2 cu yd bucket capacrty i GC 14 CORRECTION OF WORK AFTER FINAL PAVMENT without use of co�tinuous drilling or by explosives � IaCor,water,tools,equipment,light and power,tronsportation and other fauiit�es nec � If the utility companies are unabh to p�ov�de a meter read�ng as of the above _[� � essary for the execution of the wofk GC•25 TEMPOHARY HEAT A Neither the final certitieate nor payment nor any provision m the Cortract shall rel�eve date the total utility billing durng the time of construction wiil be broken � � 8_ Unless otherwise speafied, alt mater�als shall be new and both workmansn�p and the Contractor of responsibility for fautty matenals or workmarchip and, unless A In th�event that temporary heat dunng freezi�g weather is necessary,this Contraetor down on a daily use basis with fie equat contractor paying up to the above � msur�als shall be the best of the�r respectrve kinds The Controctor shall, �f requirea othrrw�se speafied,he shall remedy any detects due thereto and pa�for any damage shall providdfpr and include same��h�s buf,or make nec furmsh satisfactory evbenes as to the kind and quai�ty af matenals to vther work, persons or property result�ng therefrom which shal appear w�th�n a essary arranqetnentt w�th the mentioned penod of days and tfe McOonald s L�censee aswring all payment � rl V � several Sub-Contrxtors requ�nng temponry heat to prov�de for and mclude same in _after that date =; �y ` penod of one year from date of wbstantial complet�on McDonad's Construct�on the�r bds He shall make sure that proper fusls and appa�atus are fumished and�nstall C None but satisfactory foremen and workmen shatl be employed on the work and when Engi�eer shall grve notice of observed defect with rcasonabie promptnKS. ed with smoke p�pa to Me outs�de of the buiiding, and that the fuNs an properly SC 5 C�CCUPANCY PERMIT � � ' � � requ�red by McDonald's,the Contrector shall dischargt and shall not re�employ on the housed Inttailation shall De wch as to m no way damaga any of the f�nishcd work or ' V work,any person who commits trespau,or who is in the o inion of McDonald s dis GC 15 USE OF PREMISES BY THE OWNER AND THE CONTRACTOR vwrk �n ogr y ag q p op y � p y pemrt and delwer the same to the Mc�onald's i N � �"� �i 0 p pr ns In event of an dam e, rewlUn from�m r er heaun arra The Contractor shall obiam an occu a�c orderly,�dsngerous, �nwbordinate,�ncompetent, or atherwise ob�ectionable nor s�alt menu same shall be correctetl rt expense of Contracta at the compietion ot the work • �� � p R y� C M � he employ any person who has been discharged by another Contractor upon the order A. The Contractor sha11 conf�ne h�s�pparatus the uorage of matenals aid the operat�on � V � of McOonald's Construcbon Eng�neer of h�s workmen to I�m�ts�nd�uted by law ordinances permns and shll not encumber GC 26 CUTTING AND PATGHING � a � O Z V O V � � V � the premises wrth his matenaK � O i. 9 ` � D Unless otherw�se stipulated no allowanee or compensation whatsoever shall be due or A EaCh Convactor shall leave alJ chases,holes or opemngs in walis and partiUOns straight, � .,M �. a � N naid to the Contrector for any temporary roads,excavations,embankments or other B The Contracto. shai� roi �wc a permit any part of the strutture tobe loaded with s ture and of proper s�ze�n h�s own woAc or tut same�n ezistmg work as may be nxp � � 0 N work o►rtrueturea that he may make to fac�l�tate h�:work, nor for any consiructron �«cg�+t tnat w�u enosnger��s safety � sary for the proper�nsUllaUOn of his own a othe�Con[raROr s work,conwltinq w�th � C � � �. � N .. r. C p1aM, tools or lqwpment which may be rEquned in the performarrce of the work the Contractors Co�cemed regard�ng proper ixation and sae of same IA cau of his ` � = O m O � C All mater�ai on the�ob shall be so stored and handled as to preciude the inclusion of fa�lure to leave or eut same in[he prop�r plaCe he shali cut them afterwards at h�s own � . E Ati work and matenaly delivered on the premises shall be�ntended to form part of the any ioreign material in ihe work, and to prevent any damage trom tle weather or the expenx No excearve cutimg w�ll be permitted nor shall any structurol memben be A Q • � � ti work and shall not be removed withaut consent of MeDonald s but the Contractor g�ound q�t • C Q ` shaU hava the nyht to remwe atl surplus materials after the completion of all work�rr - A P P {� 0 !� � D � O f� � � � t.• ,`,L cludaJ m his Contract D McDonald s may, pnor to the complet�on of the build�rgs, store�oods and other B After aIl worlc ha�been installe0 �n chasn, holes or opemn�, cach Controctw shali Q � � � .� . 1 ' :+ �� \ occupy any portion thereof which is structureliy safe to occupy,anl the oaupation carefully fit around,close uD,repau,patct�and pomt up same as d�rected to the enive Date �,�=a��� -----°-°--°-"°'"""'""° V � � --------- ------°•- �i It shal�be thB duty of the General Controctor to see that all Sub cantraetors are fully o which w�ll not wbzta�t�ally interfere with,increase the rnst ot,or alay the work of sausfaction of MeDonald's Construction Eng�neer All work shall be done w+th proper � A tool�and bY careful workmen of the particular trade to which wch work belonqs end Ferm it # ��s0 '__'___'__ O � r t e ontrottor _ _ Q in orm �n regar to t e genero cond�tiom and preiim�nary specifi�ations shall be don�without extra charge to MeOonald's ----------- - - GC 5 LOCATION ANO GRADES Insp. ._----- v-- - '------------------#,.-Y,�.�r�,�.s �,� . > A The exact property Imes and grades wdl be furnished to the Contractor, and all pro- EAG E COU I� COLORAD4�`���,�' 4�,`� ��''.. � " .. r, .s^"�`r�'�',e- ", ,' � ` `. csutions shall be taken by the Contrector to preserve{ame If any are displace0,lost or McD 14Q? GC-5 ;Y"�t��`F �J T ` disturbed through the act or neglect ot the Contractor or his agents or employees,he McD 1403 �C� , f p,s e shall pay for eort of restoradon ` McD 1403 $�_p McD 1403 1-3 �;� �"'f� �'� : " APR ` ` h' } '� 8 7he relauon of the buildm g to the �ot I�nes a�d e staCh sh e d c�t y gre d e s s h a l l b e a s � � � ���� 'Y L~`^" y � shown on the drawinyt.Th!Contractor shall accurately lay out his work on[he ground 6} I �r/ s ' , � xcordmg to the drowmgs fum�shcd,and wdl be held responsible for the corrxt loca t �a ' ' .` tron af alt work on che p rem�ses , ,5 f � APP�O��ED R �� �{ ��� � F ��2 � � , \ - /w` �■ t t 1 y t MeD 1403 �� . - ■` , �'+�) /j• �/[ �" _.. _ �� ' �� , V��dJ�������/,�:��,+, ''p^' ��� 'ie=tY Ftl ' • Y%~ � i � , _ 1 � _ Y� • _—_______.. . 1 J � \ ^ .__� --'� .�..... `�, i - r - . -�.�_ �r-^r.°-..,.�.,�,-T --�� - V _ �� --�'"- ..._--...._- _.,__ - �-__� _ �._..---�--- __ �, � ��-,- ' ! .. �.. - � � • � � r � � N ` - �i �Y � , 0 ` � \ M� � �nclined shall first be thoroughly covered with a coat�ng ot mort�r of neat cement grout Br�ck worK shall be laid with raked�o�nts tooled `h indepth Mortar�oints sh�ll be 33,000 psi and a min�mum ulumate tensile strength of 48,000 psi The corros�on res�stant ` � CHAPTER 2 , coaun shall be 1 25 oz per square foot commercial class h0�dipped galvanized or equrv �y sga�nst wh�eh new concre[e shal�be placed before grout has attaircd�ts�n�tia1 set 3 5 MARKING OF FiEINFORCING _ approx�mateiy 3/8 All �O�nts shall be formed w�th su�able tools �n sueh msnner az 9 �i co squeeze mortar back�nto�o�nts after mortai has takN its irnti�l set ale�t . . CONCRETE 2 14 GROUTING A Rods shal�be plamly tagged ro facihtate plaung and�nspecnon � 2 'Co�crete Mawnry Unrts Each coune shall be sohdl� bedded in morter pme �t The eonnector plates shali be manufactured so as to have a senes of nad hke pro�ecuons Z spec�fied above for bnck with vertical�oints break�np hAfway over the course below each pro�ection ot which shall have practiwlly parallel sides throughout rts length with no 2 1 GENERAt CONOITIONS � A Grout under utting and berarinq plates for steel tolumns,and ater peipes are�nscalled � � Vert�c�i �oints shall be buttered the�r ent�re length iJo rlls shall be leh open in face offsets, except that Ne end shall be shaped to a blunt po�nt or a wedge,each na�lt�ke grout around pipe dra�ns etc,at the floor line AII other m�scella�eous concrete grout�ng � Q The General Condit�ons of the contraet, snd the Supplememel General Cond�i�on bound , of every dexnpt�on shall be pertormed Where new concrete�s o be placed against o�d � , surfaces Un�ts term�nat�ng aga�nst beams shall be cut anl fitted t�ght snd�oints slush pro�ection shall be manufactured so that ixs lenqth�s not Ie:s than f�ve t�mes t e d�men � herew�th ue pan ot 2h�s spec�fiwuon Th�s Concractor shalt conwit thertr�n deca,l tor�n concrete bond�ng coat zhall be Embeco metalhc aggregate gro�t ed sohdfy w�th mortar Jamb unrts shall be of shapes ard s�xes�eou�red to bond wsll s�o�of rcs greatec w�dth,and formed in a manner which permits the pro�ecLOn to separ strucnons pertAi���+9 to wOrk under this trade All b�ds must be based on matenals speo un�ts and shsu be bu�lt m cours�ng �oint�ng etc w ssto Dresent a neat antl work ate rrthqr than to cut woud hbers in accordance wrth accepted na�ling[echmques Each �� ' tied�s stsndards 2 15 CONCRETE WALKS ANO CURBS • 3B'ILhrCk B oken or,da1magld umts halbnot be la d�al be tooltd"V or concsve p�ate shall bear the stamped name of its manufacturer which shalt be the same as the �', r1 � company fumishing the approved truss eng�nemng desi9ns N O N � � A Pour w�th 2,500 pound concrote havmg t coarse aggregate maxmum Cleavsge�oints of Where fidd connections ot Fruss w�assembl�a are necessary specul naJ on spl�ce plates N A a O 9 � T 2 SCOPE OF WORK � � • premoldcd materul shall be prw�ded between new concrete and ether concrete pavement a All concrete masonry partnion:shail be laid in a ruru�rq bond r/ � �p A. Pum�sh ell lebor,matensls 1ormwork equved to complete�II o��structures and elso not mo�e th�n 20'apart in walki Crack ce�trot score hnef shall be art aaeptable,provWi�g[ha plate uZes and posit�ons aro shown on the truss engmeenng � i. � � eqwpmeM and semces r b Job cuttm shsll be b motor�nven uw Cut ed a shall be clean and sharp No desigrn as approved by a s[ruetural engineer of the trua manufacturer t A ,� � concrete work as shown on the drawm and s ified fiernn mcluded are all tounda prov�ded on 5 cmten on concrcte walks and curbs Edqes of w�ks score I�nes and�oints 9 Y 9 V a � N � V gs Pec p�ece shorter than 4 shall be used at eny vert�cal;orner o1�amb All grounds, � y sfiall be rounded'/. �urface of walks shall generany be crownd Walks shall be hghtly 5 4 MINIMUM DESIGN CAITERIA FOR WO00 TRUSSES L d. � • t�ons footings floor slabs on grode tormed slabs sidewalks concrete pavement ramps fromes sleeves and other appunenances and provisons for work of othe�trades � � and curbi Also prov�de spacer plates tormwork sleeves and other accessories necessary ; � and shall be mo�st cured as speufied above fo�tAe work as�nd�cated on the drawings � � electrKSlboutlets a�decondu�tf plumb�ng linet, f xuresY and fother�amech�n�pl ��� � .� ' 2 16 CON�RETE DRIVEWAYS ANO APRON(IF RE�UtRED1 A Plate, lumber and d to be in aawdanc�with the approved values as accepted by y N � � V � mrtallauon Whereve� local code authormei .. � � � � pon�ble, full unrts of the pr�er siZe shall be used in I�eu � ���� � Conerete contractor shall furrnsh and�nstall the followinq � � cut un�ts � M � � A Pave apron wrth 3 OQO pound concrete av ennamed, having 1 ooarse aqgreqate and 5 ► B Repetrtne member stress increase �s permitted for trusses 2'0 o c (Iumber only) pr� A �, gallom of water vN 9d ib sack of cement msximum Provide riavaqe la��ts o(prem � „�'� � � i Asphalt waterproof wherc�nd�uted on the d�aw�ngs(penmeter wallsl � ) , C Concrrte block umts shall be la�d in running bond snd shallhave steN rnnforcmg rods�n .s` .� � � molded hbre betweeh new and old pavmq and at ever 50 feet f1I tOp of�oinii wifh hot � C Duration of load �ncrcate of 1596 for snow conditions is permitted No greatier increase u a O Q , �o�nts similar to reinforcement as msde 6y Dur O Wal Compxiy •• 2 Pipe sleeves �f required �ubbaasphalt io�nt►ealer matenal Apron and drrveways s�al1 b�hmshed to new gndes , acceptable (lumber and connecton inclusrve) C Q 0 C � � and p�t[h!d ai Sho A�r mtninment shall be 5%% P��ng shall De 6 [h�tk � �1 ` •• � 4 5 MASONRY WALL REINFORCEMENT . O 0 Hem f ir lumber�s not acceptable for chords or webz C 3 All expansan�oints where required W Q C m � � 1 Air Entri�ned ncrete Reqwrep fo�all Concrete work ex�sed to the weather for � � � • 2 3 WORK NOT INCLUDED sidewalks psv� and slabs Max�mum al�owable slump wd be 4 mches An a�r en A All masonry walls shati be reintorced w�th Dur O Wal truutnrod type S Reinforcement • E Mechanieai eqwpment load�s to be in addrtron to Irve load 'V Y �' � O sh�ll be �nstalled �n rhe f�rst and second bed�o�nts,8 inchs aDan immediately above all � s vam�ng admixture shall be used at the mixa to v���de an ur content of 5i:46 w�th 6meh a,open�ngs and in bed�omts at 16 inch vertical mterels elsewhere Ranforcement ` � � = Z A Excavauon, bsckfdl floor and property fdl and rough qradmg fo+ s�abs o� grou�a +colennce o�oiue w m�nus 1'i,46 in tne second beC�oint above all openings shail extend two f�et beyond the)smbs F Ma�ntain 2 x 6 tf��ckneu at beanng po�nt but top and bottom chords may De sized larger ; � or unaller n requ�red by design � q � 8 Th� prov�:�on and delrvery of ranforc�ng steel wirc mesh antl aR ba�wpports cha��s 2 The dnveway merances to the bt incluC�nq cwbs and cul�erts shall be �nstailed �n , spacers,etc ISee Chapter 3 33 A B&C) accordance w+th the.eqwrements of the State H�ghway Conm�ssron ana�oca1 bu�itl 1 Ali s�de.otls shan be lapped at teast 6 mches at all splicc V �ng codes an0•eguut�ons at no eztra cost G Mainra�n spacing as�ndicated on draw�ngs w�th calculations based on 2-0 o c � Q Q 1 C The provisron and dehvery of encho� Dolts arW setting pl�tes ISee Chapter 6 6 6C 2 Re�nforeeme�i snail be so placed as to aswre a 5/8�nchmortar cover on the extenor , 2 17 PLACEMENT OF REINFORCING STEEL tace o+wa�is and a 1'2�nch mortar^over on mtenor faca H Designs to be for 2 4 MATERIALS � 4 6 MIXING OF MORTAR l L T C D L B C D� `, A Rt�ntoru�9 steN 5fiall be �orme(! �n shOp to �et]u�red I�ng(hi ��th benOS a5 shOwn o� J $OUth Z�pS� 1�ptt S pSf � dnvinngf 8ars anth k�nks o� benos �oc �eou�red +�ill be�e�ectei Where wans or o[her North 30 psf 10 psf 5 0� A UMess noted otherw�se ali materuls snail conform to tne follow�r�g repuuements _ �tems sre shown as budt �ntegraily wrth othe� xcuons but are �laced as uparate pours . A Mortar snalf be machine m�xed in an approved type of muer�n which Quahty of water Far North 40 psf 10 psf 5 psf 1 All concrete tor floprs toundaUOns foptmgs yard pavemem and othv concrete �eys antl/or dowelS must be orov�ded Doweis shau be as�ndicatN o�o�a�s cer De accurately and unrformly controtled M�xing time shdt not be less than 5 minutes work shall be trans�t mixed conc�ete attain�ng a m�nimum compreurve strenghth ot + Approximately 2 m�nutes ot wh�c�shall be for mixing the Oy meterisls and not lesi t�an 5 5 ENGINEERING DESIGNS AND SHOP DRAWINGS_ 9 Na�n �einforang bars shad not tir sp4ced uniess noted on tne aaw�rqs or approved by 3 min�tes for contmuing mix�ng aher water is added Eechbatch shall be well raked and 3 000 p s� at twenty e�ght (28) days and conforming to the reqwrements o} tne McDonald s Eng�nee� Sucn spi�ces snail have a mm�mum lap of:4 bar diameters Conun , turned over togethn before water �s added untd even cola oi mixed matensls�ndicates A Stnxtural Enqineer ASTM c 94 62 specifications 1or Ready Mixed concrete ' uous lapoed remforc�ng shal�be�apped 40 dumecers of the bai but not ieu cnan 24 that cemenunous matenal have been thoroughly distnbutd throughout :he mass aher . All truss design:snall bear the name seal and/or registered number of a hcensed structur 2 All concrete shail conta�n not tess than 5 bags of cement per wb�c yard wh�cn the water snall be gradually added until a thorouglly mixed mortar of required I � C Mm�mum reqw.ements for flexural and shnnkage�nd temperatu�E re�nforcement shall be plast�caily �s obtarned Mortar�oints in a�l bnck work botl �nta�o� and extenor �re to al eng�neer and shall be prov�ded by the wss manufacturer � �n accordsnce with A C I 318 unless otherw�se noted on the drav�nqs be colored wrth T�ue Tone cement colors manufactured by he Frank D Davn Company g Truss Des�gns shall conuin[he follow�ng data 3 Max�mum allowable slump w�ll be d incha Use 1 Ib of co�or per 94 Ib bag of cement Color to be Synneuc Iron Ox�de Bixk 7t842 . 4 The maximum 9ggregate size shall be 1 lor mass foundation and heavy wa�1s 3r4 2 18 SUPPORTS FOR REINFORCING STEEI 1 Oesign and fabntation data for beams and slabs 3/B't(or ttoor fill and toppmg _ • , A Afl re�nlac�ng s[eN shail be rig�dly wpported and xrurately Ixrted and held�n r�osition 2 Metal connectors gauge�sizes of connectors-name of manutacturer ° 5 Wster C�ean and free from deleterwus amounts of aads alkal�es or organ�c ma by use of proper remforcmg stee� wpports spacers and acces�nes m accordance with tenals,and fit for humam m�wmption ' McD 1403 4-3 'UcD 1403 5-Z McD 7403 � 2-7 Mc0 id03 2_4 Mc0 1403 • 3-2 . � 8 Grout to be Embeco' prrm�zed grout manufactured by the Master Builders Co draw�ngs and Manua� ot Standard Pract�ce for Deta�iing Renforced Concrere Struc tures A C I 315 except as noted otherwise , 4 7 HANOLING AND STORAGE 3 Lumber speaf�cat�ons 7 Expansion �o�nts to be %' thick asphalt �mpreganted premolded fibre as manufac CNAPTEk 4 tured by the Ceiotex Corp,'E�a��e",and J&P Petroleum products, 'Tex mast�c B Slab reinforung zupports shall be spacer type and�o bolsters shal be used MASONRV � A All masonry unrts shatl be handled in wch manner ns toprevent undue chipp�ng and 4 P�tch u�an and spaeing ot trusses �� breakaqe Storage pJes stackz or b�ns shall be located toavo�d w be protected from � heavy and unnecessary traN�c Bnck and concrete block shll be rtored on platformf to 5 Design load�ngs a�d allowable unit rtresses�nereau if any 2•5 VERIFICATION OF MEASUREMEN7S ANO IEVELS 2 19 FORMWORK � protect these matenals/rom contact with the soil and covred with tarpaulins Cement, A Before stdrting any work check and vaify all drawing meawrementi and levels in rela A Generally forms may be o�wood or metal free of debris and�ce well o��ed A C 1 Bu�ld d 1 GENERAL CONDITIONS ' , lime and any admixture matenals �mmediately upon deliwry to s�te,shall be stored in 6 Force analvsic and a lorce end tunicular d�agram of the truss show�ng force �n each Uon to ewm�g ekvatio�s and grades Contractor wi11 be held entirely responsibte for ,ny Cooe 318 56 Sub ConTractor sna�t refer to ali ol Chapter 5 Buddmg Code Reqwre A The Generel Condn�ons ot the contrxc and tht Suppleme�tai condroont bound herr w+terDroof sheds or upon platforms nised free of grounda�d effecuvely protected by member(T T and numenoA�stren) � correcmass of atl construet�on in conformrty with drawmy requirements to meet existing ment for rernfo�ced concrete A C I 318 56 1or�ntormation reg,rdmg re�ntorcement and wrth ere part o1 this tarpsuh�Covers untd used condrtiOnt Any vanance d�scovxed by field checking s�all be brought to the attenuon oF other detads i spec�ficat�on Th�s contractor maq consult tMm in detad tor ins[rue 7 Size and locauon of all connector p�ates tions perta�n�ng to work under this tride All b�ds must be based on mster�als speafied as 4 8 POINTING CLEANING AND SEAIING � MtOonald's Engineer for deeision before proceedmg standards 8 Truss supports if any t fiemovai of Forms . 2 8 RETEMPERING In generaf torms shal� not be.emoved until �t �s evident tlat concrete has attai�ed 4 2 SCOPE OF WORK A At completion ot work all holes in mortar�omts of exposd wrfaces ot masonry work :uffic�ent strengch to ca�ry a�i ioe�s to which�t slialt be subpcted and not less than 7 sha�l be suitably enlarged and po�nted completely filled wth martar and tooled vnooth 9 Camber,�f anv A. No eorfcrote wh�ch has been mixing for more than one hour and 30 minutes shall be days ot good drymg condiuons Forms for verticai surfaca,vhich do not carry loads A Furnish all IaDor equ�pment scaHoldmg bru�ng a�d matenals repwred to �nstall all to match ad�oinmg work °- ' 10 Permanent D�aang and/or bndgmg and temporery bracmg � � allowed in pro�ect �+wy be removed aher 2 tlays oi good curinq cond�tions masonry work as shown includinq but not i�m�ted to the follow�n9 spetii�c items B All exposed face bnck surfaces shall be cleaned w�th a 5 t� 1 solution of Crah Cleen 0 detergent in accordance wrth manufacturer s inrtrucUOns ADD�Y at rate of approximato- t 1 Handhng and erecnon instrucnons � 2 Forms shall Le ca�etuliv+emovc<1 so as not to damage concree �y f . 2 7 PREPARATION OF PLACE OF DEPOSiT 1 Fece bnck on txter,or walls and intenpr walts where shown on building and extenor ly 400 sp k of wall to 1 gallon of CroR Cleen Thoroughiyrmse down with clean water � Three copies oi earh truu desiyn and/a sAop drawmqs shali be wbmitted to the erchitect �� � A. 8efore begimm�g placement of concrete atl water hardened concrete and fore�gn ma 3 Note ihat excavat�ng contract calis for that contractor to pxe fill �nside o`founda of trash enciowre ai shown o�drawings Crah Cleen may be obtained from the Tile Crah Corporatioi Oak Partc I11 , tenals shall be removed from spaces to be occup�ed by concrete Forms shall be thorough �ion walls ahcr they are po�rcd Th�;�ali not be done unil at lean 19 days aher for�pproval prwr to the fabncat�o�ot any componantc, „� � ly tleened and secured in posrtion All sleeves,anchors anchor sbts keys and insets and walls are poured a�d not until backfdi is reouved brate ous�de o�wa0s while inter 2 Bnck up for above walls ot cprxrete masonry urrts C All above grode exposed bnck zhall be waterproofed by the�se of Aquacone Tran�arent othe►items must be�n proper position and secu�ely anchored ior fiil�s being piaceC antl compected Ma�onry Coating as manufactured by Castle Chem�cal Corp�nt�on Coverage is to be lU0 5 6 FABRICATION i � � 3 Caulkinq of masonry openings around all door frames curtain w�lls,eu rq k per gallon one(11 coat sproy applicauon � A All trusses and other roof structural components shall be fabncated�n properly epu�pped 8 Fu�msh necessary pumps,pip�ng, f�tt�ngs power and labor required to keep the excava 2 20 UNIT PRICE 4 Anchor bolts for wood plates at top of ezter�or walls and hollow metal door frame; 4 9 PROTECTION manufactunng facit�ty of a permanent nature Thev shall be manu acture y expenenc tion free from water�t all umes,(See ExcavaUng, 1 6E) � A Submit the amount to be added oi deducttd per�ubic yard Of renforced concrete includ ed workmen using precis�on cutting and truss fab�icat�ng epuipment under the d�rect 5 Metaf Les tor mawnry walls A All masonry work shall be protected after laying aga�nst exp>wre to monturo suDervision of �nspecuon and quahty comrol as the local code may reqwre open to�n � C Temporary drains, disposal conneeUOns etc,are to be fiurnshed and maintained at no �ng tormwork ior column footings foundation walls or grad� beams for mcreases or , i speaion by convactor and archrtect at all times additional cost to the Owner decreases �n depth �n orde�that they may bear on undisturbed 9i1 or good beanng quali 0 3 MATERIALS B Protect all masonry laid dunng cold weather Such walls sFall be procected with tarpau ��es 2200 ps1 minimum B All truss members shall be accurately cut to lenqth angle and true to line to auure t�ght lin�or barncades and temperature kept at 55 degrees F for 48 hours aher laying,by 2 S PREPARATION OF PLACE OF DESPOSITING CONCRETE A Anchorz and Ties for Masonry shall be heav�ly galvanized_metal of following types oi providing tempaary heat Gas fired heaters only,may be usd �o�nts for f�nished trUSs 2 21 WORKMANSHIP design approved by the owner . A Concrete shail be handled from transporting veh�cle ro place of f�nal depasrt as rao�dly as � + pr�ct�cable by methods which shall prevent separano� or loss of �ngredients Concrete � A Prov�de first quahty concrete work, �n accordance with best{ract�ce in the trade and i Mawnry wa��ranforcement shall be'truss tnrod as manufactured by Dur-0 Wal � 4-�0 BHACING G All truu members and connecta plates shall be accurately placed in speaal ��gs and the shall be depos�ted�n forms as nearly as practicable in�ts f�nal position to avo�d rehandl�ng w�tn the A C I Building Code(ACI 318 56)wh�ch�s hercby made�part of the specifiw n+emben tightly clamped in place remaining in that position until the connecto�plates A All exterior maso�ry walls shali be properly braced dunng heir erection and for a period have been pressed into lumber simultaneouzly on both s�des of the�oints i Prov�de adequate runways or ehutes Ior conveying concrete into place fiee drop shail i�ons a Matensl shall be manutactured from No 9 g�e wire conformi�g to ASTM A 82 of 14 days tollowinq the�r completion D No open �o�nt: wh�ch depend on the st�ffness of the metal connector pla[e to trensmit not exceed frve(5)feet Contnctor shall use sect�onal crunks for grea2er drops 2 22 STANDAjiDS 2 Rigid rteel stnp anchors thall be 1'ti x 3/16'in cross sect�on af lengths as specified 1 All braang shall be m accord wrth all bwlding eode auth�r�Ua�ncluding 0 S H A stresses nor improper fitting�omts wdi be permitted B Concrete shall be deposited co�tinuously or�n layers of wch th�ckness that no concrete or reqwred snd with ends turned up not tess th�n 2 Iwhere requiredl will be placed o�concrete which has hardened sutfiaently to cause formation of seams A All specifltat�on Randarcls npted in this section shall be the lates edit�on. \ and planes of weakneu within the section If a sect�on cannot be placed continuously 411 WALL LOADING E Camber shall be built into the trusses as noted on the engineenng truss des�gns y pro construebon�oints may be Iocated at pomts as provided for m the drawings Such�omts 2 23 WATERPROOFING B Face BrKk Modular sue to be selected by the owner Controetor shall melude�n h�s b�d perly positwmng the members�n the fabncatmg��g an allowance ot S125 00 per thousand tor fece bnck A All extenor masonry wal�s shall not be loaded with any ezernal forces for a penod of 5 shall be made as herernaher speafied days aher the construction of the walls have been concludeC F Each trus::hell be permanrtntly rtamped with the name and address ot the truu fabnn A Waterproof all fou�datron wafls below grade encompass�ng th baument and exterior C Concrete Masonry Unns Above Grade Contorm to A S T M spec�fKat�on C90 58 load tor � C, When toncrete is Conveyed by Chutes equipment shalt be of s�ze and da�gn to �nwre a sta�rwell areas SPray the total extenor surface of the founcation wall includinp the bearing Grade A I�ghtweight bixk auioclaved Units shall be witnout broken corners or 4�/2 GROUTING conunuous flpw m chute Chutes shall be metal Chute shall be thoroughly cleansed be exrenor ot the fooung w�th an asphaluc emu�s�on The appluat�on is to be in a neat blemishes Face s�ze of un�ts sha�l be 7 5�8 hiqh and 15 5/8' lonp Weiyht of concrtte 5 7 HANDLING AND ERECTION � forc and aher each run and debns ahd any water used shall be discharge outside forms workmanlike manner All sleeves are to be in place and butterd pnor to apphcaUOn of used tor iight we�ght blocks shall not exceed 98 Ibz af dry and shall not mclude any mat A Grout all masonry unrts solid where shown on draw�nqs. waterproofing erial 01 corroswe nature Followmg we�ghts shall apply to blocks w�th 1076 vsnation per A Fabncated truises and sub asumbl�es shall be handled with care so that they arc �ot 2 4 (.'Ob1PACTiNG m�tt� ° wb�ect to damage H the trusses are to be nockp�led or stored pnor to erecnon they sha�l be set in vertical positions �est�ng upon temporary bearing supports and breced w - /� Concrete shalt be thoroughly compacted by means of suitable tools For wa�ls or�naccess 4 hollow- 17 Ibs (tace shell th�cknps 1'I they will be wb�ected to no unusua ben ing or uppmg over . �ble portwns of forms where spading rpdding or fork�ng�s�mpracticable concrete shaii • B hollow-30 Ibs 1 face shell th�ckness 1 ti 1 D Mortar Ail cemenuuous materuls shali be delrvered to the srte m msnutacturers stan Oard Dackaga Mortar tor laymg up br�ck and conerete masonry un�ta includmq brKM McD 7403 ?-5 McD1403 5-3 McD 1403 2-2 Mc0 1403 4-4 McD 1403 4-1 CHAPTER 3 �� . be worked into place by vbratiny oi hammenng the forms hghtly opposite freshly de REINFORC�NG STEEL AND MESH _ � posited concrete Concrete shall be thoroughty worked around reinforcing arxi around backup shall be composed Dy volume of one part cement one p�rt I�me and 5'r5 partz CHAPTER 5 B Dunng erection care should be exercised to ksep honzonul bending of the trusses to a ' embedded tixtures 2nd�nto corners and angles of forms sand Monar shail have strength of 750 Ib lsquam �nch in 28 days and conform to rtunimum 3 T GENERA�CONDITONS _ A S T M C270 64T Type N WOOD TRUSSES � Q C Pro r erection bracin shall b�instnlled to hold the trusses true and pfumb and i�a safe B Concrete may be compacted by mechamcal vibrators When this method�s used number cond�tion untd permanent truss braeinq and bndying can be sohdly naded m place[o • and type of v�brouons shall be sub�ect to approval ot McDonald s Eng�neer Vibrators q The Gene�al Cond�t�pni oi the Coniract and the S�pplemenial�eneral Cond�tions bou�d 1 Portland Cement Portla�d certxnt shall conform to the feqwrements of A S T M shalt be operated by experienced lebor oniy Oes� nat�on C 150 61 Type 1 • 5 7 GENERAL CONDITIONS form a structuralty sound roof framing system All erection and permanent bracing shall nrrewith are part ot tfi�s spaii�cation 7h�s coniranor shall onsult them �n deta�l tor 9 be inrtalled and all components permanently tastened before the application of any loads Z t0 CURING AND PROTECTION, spSeul ed as rtanda dS9 to tne work under th�s tratle Atl b�ds nust be based o�matenals 2 Lime L�me shall be hydraulic lime conforming to the repuirements of A S T M A The Generai Cond�t�ons of the contract and the SupD�emeital General�ondrt�ons bound except the we�g t o t e erectors pesignauon C 207 49 192°6 hydntedl herewnh a�e part of [h�s speafication Th�s contractor clall consult them in dMad tor instructions perta�mng to work under this trade All bW must be based on matenals D F�eld erection ot the trussea includmg items such as pr�per hand�ing safety precautions A All co�crete shall be protected as soon as practicable aher plac�ng so that tempereture at 3 2 SCOPE OF WORK surface will not fall below 50 degrees st any time during first)2 hours aher piacing P.o 3 Admixture True Tona ciment color�s manufutured by the Frank 0 Oavis Com spec�fied as standarOs temporary bracing and any other safeguards or procedura consistent with goo wor vide temporary heating to maintain this temperature Before deposit�nq any concrete dur q The work included under tn�s neading embraces aN �abor maer�al equ�pment and ser Pa�Y manship and good building erection practices,shall not be the respons�b�lity af the pre Y 5 2 SCOPE tabncated truss manufacturer,deHgner,or the metal connecto�p�ate manufacturer but �ng cold weather submit to McDonald s Enqineer for approval the proposed methods of v�ces necessary for,and reawnabiy�nc�dental to fhe complet�orof the to�lowing ., protectuy concrete � 4 Sand lFine Aggregate) shall be ot an acceptsbie colOr �nd shall conform to tAe shall be tAe rewons�bdrty of the generol contrector arW/or the erecuon controctor Per 1 Prpd'ucu0n fabncanon processing and delivery f o b,atthe site all nems oi rein reqwrcments of A S T M �aignsted C 144 52T � A This dw�sion of the spec�fications shall mclude the fumishng of all matenals equ�pment sons us�ng prefabncated trusses should seek profenional advice �n regard to erecuon and labor necessary for the prefabncation delrvery and�xrmanent sett�ng of the wood braung, which is always required to prevent toppling or dominoing of trusses dunng B Loss of moisture from exposed co�crete wrfaces other than floors shall be prevented by lorcing neel and accessor�es for all corxrete work ' trusses in the build�ng It shall also�nclude ell ot the miscelaneous psrts includi�g bndg erection us�ng a covering of Sisalkraft or approved equa�waterproof paper Niaterproof paper 5 Water Water shall be clean and frea from in�unous amou�ts of o�l sads soluble salts shall be ma�nta�ned in good cond�tion and shall not be removed for at Ieast seven(71 days 2 The work excluded trom this heading is as follows and or9a��c�mpunties ing temporary and permanent brac�ng and all related iteM of hardware metal hangers and until so directed by McDonald s Eng�neer Except in freez�ng weather, formwork an�hors and special metal shapes deemed by the architett tructurol engineer or the truss E Framing anchors and/or trua hangers shall be prowded by the contractor as shown on the shalt be wetted from time to time to preve�t drying out during cunng ' a The plsung ot the above reintorc�ng steel wilV be done inder Chapter 2 2 18A B E Masonry $esler Aquacone' trsnspareat masonry rnating as msnufactured by Castle des�gn engineer to be neceuary for the proper prefabrwat�oi,erection,assembly,wpport engineenng design drowings and/or erection drawings. ing and anchor�ng ot the wood trusses except that metal�arts ur items wh�ch are to be � � Chemical Corp embedded in concrete or fastenld to the structural steel slall be excluded frum this drvi F During the entire constructio� penod all contractors shall prov�de means for adequate �i 211 PINSIHES ' b Anchors and inserts for tht engdgement of rttms oi structure and tqwpment F Flashing Nevastrol Seal Pruf' Type H D manufattured by Fiubber and P�ast�cs Com s�on and shall be the respons�bdity of other contractors distribution of concentrated loads so that the carrying capawty of any o�e truss and/or A Patchmg If after removal of forms vo�ds or other blemishes ezist in any concrete wr und Co, Inc macena! made of elastocnerK matensts reduced ro thertnoplasiic other component�s not ezceeded � other than re�nforcement and all miscellaneous �roi and rteel items will be pO 5 3 �IIATERIALS � face contractor shall remove all loose material and cut back at least i with square edges + lurmshed unde�Chapter 6 6 2 B rtate and extruded i�to a conunuous homogenou�sheet weighing 22 oz per squarc yartl . aher whiCh thorou9hly moisten surface wrth clean water apply a coat of neat cement and ' fill openmg wrth grout ot same proport�ons.as ongmal m�x This must be done immedi 3 3 MATERIALS 4 4 ERECTION A Reference Specificat�ons � ately uDOn removat of forms �. . , The dez�gn and tabritat�on Criteria oi all wood truues shal meet with National Des�gn A Re�niorung rteel shall be deformed billet steel unpainted urtoated and free from rust A No mawnry cha11 be erected when amb�ent temperaturc�s below 32 degrees F or when Specif�cac�ons for Stre:s Grade Lumber and its Fastenings'by National Forest Products there n probabdiry of such�cond�tion exisff�gwrthin 4$hourf unless speual prov�swns Assoaat�on Ilatest rev�s�onl Timber Connrucuon Standads by Amencan Insutute of B Exposed Surfaces All concrete exposed to v�ew on outside snall have rough spots groynd scaie and all in unous fore� n subscance conformin m ail a I�cable respects to the Timber Construction (latest rev�sion) and 'Desi n Sptciications for Li ht MMaI Plate � withcarborundumof inedwrp imeness untd�t pre:ents a unitorm and smooth appearance spec�i�cat�ons senaily des�gnaied as A 615 by the A S T M latet edinons *are made for heatmq materrals and prptecting completed woNe for 48 hours as not less �nnected Wood Trusses by Truss Plate Instrtu9e(latestrevision)the came as�f those ' Cement mortar shall Me used in rubbmg but surface sha�l not be brush coated w�th than 55 degrees F Such prov�s�ons shall be as dqec2ed or approved by Mc�onald s Engm eer No frozen work shall be budt upon No hnek or other umts hivmg a fdm of water or specificauons antl all theu reterences were set out m tull heem cement or grout after rUbbirg g W�re mesh shall be ot the s�ze and gauge indicated on the dnw�ng and shall be oi cold . . � tlrawn steel w�re and contorm to A S T M standard speafica�ons The wire mesh shall frost on thar wrface shall be la�d in walli All masonry shall be I+�d plumb true to line , C Rough Fmish Ail other concrete shatl be left as rt comes from the forms except that ali be unpainted uncoated and free from rust scaie and all munous tore�gn substances wnth level aruJ accuratdy spaced courses and reveals wrth eomers plumb and true and 8 Lumber witt� each brick course break�n9 �o�nt wrth th�tours��elow extept where otherw�u A�i lumber used for truss mem�en shall conform to the rubhshed stress rat�ngs tor t�e f !"1 fins snd rough edges shall be removed and honey combs or similar defects shall be patch spec�a and graaes as ut aut in the oiticial gnding ruies otthe appropnate lumber associ C H L ed wrth cement morta� C Acceuones such as bolst�rs spacers chairs etc of whatoever nature indicated o� ��n Bond s�all be kept plumb throughoui 8nck wrth 9reatet tRan 12%absorpuon at�o�o�as hsted in[he reterence spx�ficetions,except tha wherever th�s specrficaUOn or Q � � shall be wetted before Isym9 Work reqwred ro be budt�n w�th masonry m�ludinq .� required shal� in all respects be ot suftic�ent s[rength and nunber to properly carry the notes on the p�sns or truu engineer�ng des�gns calls for Ivnber wh�ch exceeds the min� anchors and accessona shall be bwk m as erecuon progr„Esses Unless otherwise shown ' M � �. 2 12 CONCRETE FLOOR ON SOIL OR FILLS neel they support and�n accordance with A C I Standard 375 on drawings or speaf�ed the space around bu�lt �n items shall be filled solidly w�th mums set torth therein the specificat�ons and plans shallDe spplicable and informstion � ` N �p � � O masonry Slush in steel door fnmes solidly w�th mortar t stated or shown�n one shall be appl�Cahle thE sam�as ii�n�oth .� A Before placing concrete slabs on earth a��p�pes under such slabs shati have recerved the 3 4 DESIGN AND WORKMANSHIP � . �• O A M � � � required tests Rough grading of areas w�li be done by[he excavetor ` The mb�stu.e content o1 all Iumber snall be wrth�n t�e�roper I�mits as stated in the ` a � i� A In general the Code of Standard Practice as adopted by the Fmerican Corxrete Institute 1 Bnck Bnck walls shall not be IaW in more than 5'A"lihs p�r day,la�d in a tull bed O Z 6 Cha�rs and supports for reinforc�ng s�all ren on br�ck pads of grout o�other similar non and the Concrete Reinforcing Steel Institute shall apply �n�II respects as to material unfurrowed mortar 1111 honzontal and vert�cal�a�nLS shall b�compietely filied w�th r¢ference speafications but shall not in any case exceedi9%nar be less than 7%at the O ` 4, � V � or anic matenal to prevent dis Iacement of settlement of re�ntorc�n steel dunn the mortar as la�d Vert�eai�o�nts shall be of same w�dth extept u requ�red to ma�ntain time of fabncat�on � O t � V �" g p g g design fabr�cMion and incorporation�nto the work plaang of concrete bond Bnck work shall be started and terminated with a full row ot headers unless V �N _ � ~ B The code shall be made a part of this contract in ihe same msner as these specificat�ons otherwise shown or�ecificd Ory or butt�o�nts wdl not be perm�tted All lumber sha��conform ro the spec�es and full rec �ed nommal sizes shown on the � P P � o � E � O M � 213 BONDING and with � �� equai force as ii fully and completely set torth ard incorporated here�n,and , plans or truss e�9i�eering des�gns Ati members shatl bc at from lumber which bears the h 9 � w r. 3 AI�br¢k work shall be iaid up m a rumm�g borni Parge back o�ail br�ck on exterror P�oper grade mark stamp of a raogn�zed grad�ng associa�ion or I�censed lumber�nspec � � A m 0 0 shall govem m all cases where the prov�vons of the drawings he specit�caUOns and appli von agency No lumber shalt be used which doa not ap>ear to conform to the proper � ���a �?""""""" � � . A � � A. Before de osrt�n more concrete on o�a mst concrete wh�ch has hardened forms shatl wal�f to make a completelY filled �omt betwem Dnck and bxk up Date � � w 0 0 � � --•------'°-°-- y� p g ga cable bu�iding codes and laws �n force are not complete or cbar There shall be no con � . � dimens�ons and�or grades. D6�Q """ Q C O ` � � 9 be ret�ghtened Surfaces of hardened concrete shall be roughe�ed as requ�red in a man fl�ct as between the bu�iding codes laws draw�ngs and specfications and the Code of --------- Permit --------�-�-�� , -- -------- - �er that wdl not leave �oose particles of aggregates or damaged concrete at surtace It Standard PracUCe shall only suppiement antl amphfy thes appl�cable requirements C Conneccors 0 fi m . � �. � shall be thoroughiy cleaned of fore�gn matter and saturated with water 7o inwre an ex ' r All truss connecto� plates shall be manufeMured from mly pnme commencal quality .................... � � � � .._ ..-- - cess of mortar at�unct�on of hardened and new concrete surfaces,mclud�ng vert�cal and McD 1403 3-t galvani:ed sheet neel of no�ess than 14 qauge thickness+�hich has e minimum yield of Insp. � {� .� Ci . - EA LE COUN , COLORADO � O � + McD 1403 2-3 McD 7403 4-2 McD 1403 5-t McD 1403 5-4 ��s > r� � � . �� , � G � � � �,� ` �k' �, > � - ' � "�`f"4 " Q _ �st.,,` �""�� � - � y, � , ` i "i a` � . d,- ,� � � �' ';"� . , t � - � ' � . APR 2 8 i97�' ��� � ��. , ' � � . S-i � ♦ fk F`r�rc. � Y, r APP �- �° ��; �-� - : _. � �� R�i��.p FpR i . . , , 4 , CC�!����'���� � ��?n� k<,��F?�,��_� a ... , �, ` , 6 is�` .�� i` v i • _ � � . b Y v %I . � -- 3 , - ' � � ro 1 I ' — �,// , � � "°--- `.. . -. ,. . , .- �� ..-_ -_ ` y _ _ , : - -r --..�.� � '� � . , . _ - � � �... ; � , , ; ' ' A � � - � ,, � ' c �° \ � , - • ° � CHAPTER 6 N M 7 d WORKMANSHIP IN GENERAL � � 1 R311 Front�er Cnapei 6 x 1105 Coxh House Grsy CHAPTER 8 back�ng shall be provided at the meeting st�les of a pair af doon � ; STRUC7URAL&MISC STEEL A All �ncidents to the fabneauon fittin9 asxmbly and erectio+ of fimsh etc shall be 2 x5117 Brown Bams�de 7 r 1104 Coach House White ' �/ � _ . executed�n stnct conformity v�nth the standards of the best m�dern shop and field prec 3 a5115 Gny Bsrns�de 8 u 1100 Shale White EXTERIOR AIUMINUM DOORS AnD WINDOWS e AII hardware for aluminum e�tronces shall be furn�shed and installed F�the doors � 6 1 GENERAL CONDITIONS , ticn and m a m�nner inwriny the full development of desigied capxit�es detad and 4 r5105 Darby Brown 9 n221 Dnhwood bv the door manufacturer and shall mclude standard�[ems as follows � fin�shes. Butk arxho�s screws lag screwf sp�kes and nads shal pe accurately spaced in 5 n5113 Corxoro Gny . ' 8 1 GENERAI CONDITIONS 1 M�x�mum Secunty �ock with Cvhnders (Adams Rue) Alum�num armor = � A The Genenl Conditio�s of the Co�cract and the Suppiemental Generat Cond�t�ons bound conformity with developed requireenents and/or �ndicat�ons rn the drawings bolts and . screws shall be tw�sted home'and spikes s�d na�b shall be soldly drrven B Concealetl F�nemng Mould�ngs �+ce D��«. 5 p�y neel bol�w�[h 1 ]/B scandard chrow w�ch 2 antr uw ro�l herewrth are part ot th�s spec�ficat�on Th�s contractor shall conwlt them in detad for 4 Tne Generai Gondit�OnS 0�ihe contraCt snC the Su�O�a*+ent�l General Cond�t�ons bound O��s m single doors Pavs of doori ro have maximum secunty hook bo�t lock mstrucuons perta�n�ng to work under tha trade AlL BiDS must be based on matenals g All mouldi �erew�tr �re part ot en�s speaficat�o� Tn�s contnctor shall consult them in detad for with 18 lever type flush bolts Face ptate to be Amanod�c r80 hn�sh to specifled as standards n9s and other worked edges and secUOns sha��be cleady cut sharp and true to i The metal mnuldmgs outs�de and �rxide comer xct�ons drv�swn�tW e0ymy stnp3 A, � mdicated prohla Tnms shall be as ind�cated ro develop a neat m�sh Job httings fasten shall be lactory hn�sheA to m�tch prefi��shed pane6ng Mouldmgs to D� n�ded �nstirucnons pens�nmg ro work u�der thn trade 4�� bidt must bt bastd on matensls matM doors a�d bolt is to be eorrosion res�rtant platcd � mgs ecc shalf b�aaurately and neatly performed �n accordaKe with the best modem through ilange or flsnye:w�th rocklrth nads spx�f�eA as sUnO�rds �� 6 � SCOPE OF WORK� reetKes and in a manner a * 2 Push 8ar and Handle Ail push and pull hardware shall be of size and type C � � p pproved by the archrtect Fieid rTUawrement:shalf ba made � A furmsh ait�abor by thif eo�t�actor Dnor to the fabncation of all work under this�eadmg 2 PanN fit to allow 1/8 �nch tor expans�on of the hxd board w�thin the mouldup 8 2 MANUFACTURERS furmshed by door manufacturer The push bar pull handle and lock stde � O N m eqwpment snd matena�s required for fabnc�uon erecuon and�nailla glast stop shall have contrasting co�or accent so as to dvect traffic to the t� r � � tion of all rtructun�steel as speufied heiem or as md�cated on tfie dnwinga C New fin�sh hsrdwsre for e:cenor metal doon w�ll be furmshec and tlelrvered ro the pro 3 Ali mouldmp p�nery to be exat arW nest w�th �II rough edyes ided smooth ard /+ ADPro�ed manufacturen sre as tollows . operating edge of the door {1 * a O �`�I �ect as speeified dsewharc but shall be �nstalled py th�s carpeitry Sub Contractor who square There shall be ra sharp npged corners. All mould�ny�oinery to b�touch � W PI � (� �C11 V � B Matenals mcluded�n general shall cons�st of the foliow�ng ; � shail carefully check all hardware and hs[s furn�shed and ascetam that all rtems are d� pa�nted where bsre metd has been ez sed�n cum 1 Kawneer Co Ndes M�chi n 3 Clowre� To be wrfxe mounted overhead ser�es 55 with a back check as 4 �y � \r ' � � ���f����9 � wpp��ed by Anaeonda Alummum Company, ArcMtectural Products Drv�swn V a a N V {� � tNered�n p�rfect condiUOn and ha shall be responsible for t�im ahtr dehvery He shall w 1 All structurol steel �nclud�ng columns Deams and Iintels ` i arefully and sccuntdy �et and ht all hardware �n �ts pro�er snd Ces�g�e0 pos��on 4 Moulding:are not to De I�p tmed as all mould�ngs ere to butt one anotha or sre to , 2 Amarine Anaconda Alummum Co Atlanta Ge�rg�� Atlanta,Georgu i. O � O 1\ • M wtthout damage to[he doon and tnm aM m general sna11 ieve the en[�re�nscs�latan be mrtered at�I�corners � C � 2 8rackets connxtiom anchor bolts clip angles and saddles � , \ � � � � of hardware�nqerfect working orde�snd free from all dafects 3 TuDelitcConalco Reed C�ty MKh�gan , 4 Prvots 1 pa�r of offset p�vots w�th ihe bottom pivot having vertical ad�ust V �YI •� r ) 5 All mouldingt are to Dt manufactured by Mulft� T ments .. � � � 3 Bearmg plites,base plates �D All mouldings tnm �smbs �ndicated[o be pnmed snall be tnoou9hiy Neanad and sand i 8 3 SCOPE OF WORK L � � e0 as requ�red�to provWe a unooth even wrtxe prior to rxnvrng the pnme pa�nnng 7 11 EXTERIOR HOILOW METAL DOOAS ANO FRAMES � f 5 Thr�hold To be 4 aluminum as manufattured bv Anaconda Alum�num y 'N �0 � 4 H�gh stre�qth boltz and weld�ng . � � A Fumish ali labor matenals equipment and xaftoNing reqwred to fabncate furnish and Archrtectural Products Omsron Adanta Georg�a � � C Y � E All work shall be hanGled bY expenenced workmen only durng�nstallauon anC after A P�owde a�l haliow metal work a�' mdiuted on the diswings snd in tM door schedule �nriall in a complete manner all extenor alummumdoorz and w�ndows mcludmq but not � � � O � C Ail minor parts belonginq to the above nems d�p anqles brxkets and �n generai a�� � I�m�ted to the follow�n �tems 6 All ex osed hardware is to be finished �n a co�or matchin Amanod�c c60 �� � structur�t steel shown on the drawin uniess otherw�se noted thereon 1 the compleuon of installat�on work �t shsll be carefully �nsprcted,and ail surfaces at � 9 p 9 � C � O � � � � const�uctwn�o�nts na�ling areas ete shall be carefully and thooughly recleaned sanded 1 Matenals , darVc bronze ' � V ti. � .• � � and ruhbed down leavmq all wrfaca�n DerteCt Condrtion to raerve tha pa�nters hmsAes All matensls shsli pe o� r�e best grade open hearth cold rolled fully pKkled and 1 pium�num members intlud�ngmullions head s�l and�amb sections torw�ndow areas W m � � `� 3 TuDelite � � � � ` m ' Q D Matenals shali be +urmz�ed Complete �nc�ud�nq fabncat�on shop D2�nt�� debvery bv y � double ann�aled fumitun plate steel entvdy freE from scal�or ac�le p�ta GwQes a K�wneer Framin matenal to be C 400 sern 1 3!0 x d flush laiin truck to budd�ng s+te and necUOn 7' 5 'WOOD TRUSSES � ' specified are U S Standard ior Sheet Metsl a�d sh�ll be the m�n�mum accepUGle 9 9 9 6 3 MATERIALS t ,�, Prov�de UrWerwrner s LaAOratones Isbels wiFh tire resistant r�i�ngt tor classa ot a Door siiles shall be fabncated or hollow aluminum tubes w�th no exposed seams � � 1a 0 C Z • ` A For matnials and erscuo�s�t Chapter 5 of th�s specificahon opemngs as�nd�cated on the door schedule Ali work shatl be as fabncated by Overly b Amarlite Fram�ng material to be Amarlite C slot framing Matenal shall be extruded from KB�S alumi�um alloy The wall [h�ckness shall O � � � ( Manufactunng Co �ot b!lest[han 125 � q � A All mstensls shatl be new of/ollowing types ind qualitia 9 Workmsnship ot erection m b!as per drow�ngs c Tubel�te Framing material to be 4000 sena 1 3!0 x 4'flush glazing b Vertical stiles shat�be 2 1/8' top ro�l 2 1/8 and boetom ra�1 4 Q Q � 1 Structural SteN Conform to ASTM A 36 latest rev�s�o� adoDt�d Jul 1 1970 a Frame — T6 gwqe rteel shop asxmbled us�ng full mrttt�d wNded pmt �II�dges � 7 8 fi00F OECKING AND PARAPET SHEATHING cloted to hairl�ne�o�nt w�th welds dressed smooth and fl�nh 2 Aiuminum entrance doors door frames thrcshods and door hardware c Top and bottom red�aro held in posrtionty dove taded[ype clips and 3/8 d�a 2 Prpe columns A56b A Alt I a Kawn�er poors and hardware to be narr<w Stde 19Q entrances wrth 450 meter rteel tension rods rumm� the fuli len h of the rads The rods are to be _ p ywood both X aM Si8 th�ckneas to hav�OFPA gradetrademarks of che Ameri Provide corxealed welcfed pn remforcemernes to rxene mortite type hsrdvr�rc 9 � fram�n hxed wrth tens�on plata and Ixk nuts havmg S A E threadz Ce^F�Vwood Assocution monise drdl and tap to template requ�remems Butt reinforcements 3f16°rtee! 9 * � — 6 4 DETAI�S OF CONSTRUCTION - �ock str�ke 12 gauge surfxe applied items 14 gsuye reintorcad o�ly dnll�ng and ✓ 1 Shesth�nq and deckinq plywooC n to be C O APA mtenor d,/20 and 32�16 w/extenor tappmg by�nrtaller m f�Nd b Amarhte Doors and hardware to be Amalne S�gnalme Model 7Z narrow stde d On feadmg edge of mceting stdes on pairs of doors,a wool pde weathenng shall be A Deta�ls of construcuon shall contorm to A 1 5 C 'SDeaf�cauon for the Des�gn Fabnea 9��� , encrances wrth 1 3/4 x 4 C slot fram�ng �nserted into a keyway type reglet The reglet �s to recerva an ad�ustable ascragal , tion and rechon oi Structural Stee! for Bu�ldmg' latest rev�sion arxi supplement Dec b Ooors - 18 gauge lace sheets formetl welded w�th internsl reinforcing channds with stainless steel backing 12't971 . 2 All plywood�s to De�nstillCd w�[h the tsct g�a�n runn�ng acOit tha SupUORS fu��he�ghf oi door speced not ovsr 6 on centert , c Tubel�te Doors and hardware to be narrowstile e Glpzing members shalt be af such design that they are snapped m ehminating the B All column ends shia�i be m�lled true and sauare unless otherw�se shown pr noted 3 All plywood�s to be new and unusea • Prov�de conceal� .e�nforcement to rxerve mort�st type hardwart dn�l tap to 3 All glass and g�azing of extenor aluminum w�ndcws and tloors use of exposed screws These again bemg extruded from KB�S aluminum alloy tempiate redu�remt�ts Butt reinforcements 9 gsugs steel lockc�ts 12 qnuge, Mirnmum wall thickness zhall not be leu than O50 The glaz�ng on both s�des of 6 5 STORAGE,HANDLING ANO DELIVERY 4 Uee 7d common smooth,r�ngshank or sp�ra� chread nad:or 5J8 plvwood and Sd surtace appi�ed �tems td gauqe re�nforced only dr4ling and tapp�ny bv hardware 4 Sealants and caulking as�equved between memters and ad�aten�construcUOn the glass shall recewe a neoprene glazing bead � A Stotts matenals mus[ be placed on sk�ds snd not on ground They must b� pded or oortunon smooth nn¢shank for h plywood mstaller�n f�eld ° v 5 Cl�pi supports anchon inserts flushings and bbcking f Door leaf shall be epu�pped wrth ad�ustable mechan�sm located �n top rail near �ock sule wh�ch wdf provide for m�nor ad�ustments aher mstallation ocked up so that they w�ll not become bent or otherwise m�ured Msttnals shalt be 5 Use 5/B"plywood on roof decking only and'S piywood orvert�cal Daropet c Anchors tior combinst�on b�cks �nd tr�mes shsll pe galvsniznd and not Ighter 6 Lam�nated L o' lass handled w�th crana or derricks as far as practKable snd sha�i not be tlumpetl off trucks thsn 14 gauge � w�de ptrforated tor bonC sn0 shill extend 10 �nto ms�onry �9 9 ' wh�re pratt�cable Anchon shatl be ad�usuDle snd artsched so they esn be bu�lt Y ' MCD 1403 6-1 Mc0 �ap3 7_� � McD 1403 8-1 McD 1403 $-4 McD 1d03 7-5 . � T y � or othervehieles.They must be handled so that no�n�ury to them wdl pccur ° 6 A1� ptywooC �omts runn�ny paralle� to tht trutses and �u�port members are to be mto rYaaonry prrtts wnthaut berd�rq p�p ang4s wrth two 12►�es for anchoraqe 7 Prefabncated fiberglau Logo panel filler g All hardware for aluminum entrances shall be furn�shed and installed ip the doors � •8 Keep street Clear at alI tima,do not unduly encumber premises confin�stonge of mater centeren ovn tne truas chord or s member tor proper�ailing� tn flpor fhsll b�weld�4 to Dottom of aU door Nrribi by t�e door manutacturer and shall include standard items as follows (Hardware als'to Iimits approved Consult with general contractor ar�d so arrange dEhvery thac steel , B Work�ot�ncluded part numbers hsted below arc TubeMe Conakol wiN be delnered unally asrequired > > LUMBER NA�LERS AND BLOCK�NG ' Z F�My� Daors shall have a bsked m neutrsl colar pnmer cleetrostsncally appl�ed ard shall be i Cleaning of glass 1 Maximum securrty tock with cyhnders (Adams Rrte1 G. An�hor bolts shail be ddnered to the s�te be�ore other nructural steel at umes to be A Other than trusses roof decking aid parapet sheatmg ' rpdy for t�nish pavtt�nq�n the freld des� �apd by th�Generel Controctn� as r 8 4 MATERIALS P 346 aluminum armour face plate 5 ply steel bolt wrth 1 3/6 standard � g eQu�red to be bwit�n by conerete contractor t lumber shall be S4S z t common Dou las Fir or lon v shon leaf Yellow P�ne 3. WoAcmartshi throw and wrth 2 ant�saw rotl Furmsh sett�ng o�stes to Generol Contraaor for setting and grouting $etting of anchor • 9 9 p A Fram�ng Members coat tinish to match doors Bolt iptosbe co`olsiontresbstant platedbron2e hard bolts and uKing p�ates are respons�bdity of General Contraaor 2 Nader:antl Blockmg shall be t+2 d�mens�on Douglas Fu o��pruce i All worlc shall b�carefu�fy assert�bl�d trw to I�nes,planes and des+gru,ard shall 6e , t Kawneer and Amarlite ' 6 6 WORKMqNSHIP. st aaurstely plumb ard true and s�b�ect to the approval oi McDonsld's 2 Push bar and pull hand�� , 3 All lumber,naders and block�ng shall be of new and unused wality E�� a Fram�ng members transition members nullions adapters and mountings shall be �. � A Workmarohip and finnh shali be equal to best pracuce in modem structural work P 344 pull statuary bronze 4 All framinq wood tnmming and other miscellaneous items sall be installed as iMica b The fin�shed work �all b�st ud r d, npt in extruded of aluminum alloy and temperd consistent wrth the method of manu ronq �g appeanncr and trae from P 050 push bar statuary bronze � B Fram�ng murt be detaded and faDricated so aceurately that eolumns shall be plumb and ted They shall be bolted or ns�led to steel or oiher mats�als as the case may be daiects Ptsm vrfxes shali be 4raoth ard fne from rrarping or buckle M�ters fecture These members shall be of 6063T5 extruded alummum alloy(A 5 T M develo��ng sol�d beanng or anchorage lor the matenals of fn�sh w��ch they support �a�l b� well forrn�d an0�n true al�gm�ent Fasteningt fhsll b�co�ceslad wherr B 221 54T alloy G 5 10A T5) 3 Closers Cortectly spaced tmter to center when eretted Columns shall be mdled exactiv at nght _ anglef tD the�r anii Generally holes in all steel w�ll be prov�ded by the steel cortractor tor the anchorage praet�eabk Expo�wi ferews sfisll have countera�nk oval headz ot wood tonstruction es indicated b All screws miscellaneous fartening dev��es and internal components shall be of To be wrface mounted over�ead 200-4 w�th backcheck as manufaciured by 9 � 6•7 SHOP ERRORS ANO INJURED MATERIALS 7 12 HARDWARE ' na�nless steel or plated or corrosion re�stant matenals of sufficient strength to Tubetite Conalco pa�nted rtatuary bronze � 7 8 DRYWAII. INTERIOR AND EXTEHIOR perfortn the funcnons for wh�ch they are used �ass framing members shal 0 0 provide for flush glazmg on all sides wih through s�ght Imes and no pro�ecting � A Contractor will be held re A Rough HardMrare �nctudiny na�ls, sp�kes xnws expans,on and toggle boics, ��elds, nops or face jo�nts. 4' But[H�nges � aponsible for all correct�on work necessary m the f�dd for shop A All matenals unless otherw�se�nd�cated shall be manufactured ly Un�ted States Gypsum washers, ett shalt be of the type snd suas md�eattd on tM draw�ngs and/d othenv�se erron and tDr any�n�ury to faDncated matenals up to Ume[hey are erected P 25$ 1 X pav ball beann butts per leaf e x statua bronze '� Company and shali be�nstalled�n acsorda�e wrth ns current pinted directions appropnate to thnr des�9ned functron,and m quanbty md of capxity I�berally and saft g po y ry , n 8 8 STRUCTURAL STEEL PABRICATION ly�n excess of the structural demands upon them They sha�l be th�product of the reput Y 9 9 p 1 Delrvery and Storoge �1e�y�f���� �������� y�� neopreneew v nyl garskeu onu'bothes des osthe'glassor lass and anels by use o rn All matenals are to be delrvered �n lhen on inal unopened g � rY DD��d by ths Arehrtett 5 Threshold � A All steel shall be de:iyned fabncated and erected in accordarxe wrth the repwrements of 9 �acka es and rtored in an enaosed sAeher Dama ed or deteno�ateo matenals shall le removed from the ob 8 F�n� 2 Tubeiite E 19 X or 4' aluminum threshold alum�num finish ----� the A)SC Code of Standard Pruuce,July t 19J0 9 1 hudvr�n is to be wppl�ed by the pRhung interwr ard extenor dow manufacturer ' s�te �alled tor under their rapectrve headmgs of th�s speuP�cat�on. a Framing memberz transition members null�ons adapters and mountings shall be 8 All structurel steel shall receive one shop cpat of Ghdden rust�nh�biuve paint before rts 6 Pan�c Hardware Ilf required by local code) erection Ali shop connections to be weided Pield connections may be bolted wrth h�gh 2 irtstaiiation Temperature C F�rnah hardvrare�s spee�fied m the hardware schedule of Ne working drewmg� extruaed of aluminum wrth alloy and temper consistent wrth the method of • rtreogth polis. All matenab shafl be new Atl unfin�shed boln shall have Ixk washers �n coltl weather the�omt finisbmg temperature shall be witnn a range of 50 degrees _ manufaaure These memben shal�be of C8•45 extruded alum�AUm allov Jackwn 895 nm type parnc ex�t device with type S wrface stnke Baked � �� to 70 degrea F and adequace ventiiat�on shall be prov�ded�o carry off exceu mois 7 13 GIASS ANO GLA2ING. acrylic coated rtatuary bronze linish C All �abneaUOn shall be done �� the shop of a fabncaton c�enud by the local budding ture 1 Fecessed framing system shall provioz cav�ty for v. glass or pane�s At glass � authonry govemmg this pro�ect . % A- The glass xd g�az�ng spenfied under this G�aptv refers to alt glass other than[hat speci area pocket shall be des�gned to rec�rve push in type neoprene glazinq mem �B 5 FINISH 3 Matenals fi��� ber at both sides of glass or panei Atioor area pocket to rece�ve snap in type Chaptar 8, Eztenor Aiuminum Doon and W�ndowz" D All welding sha�l be performed by welders certified by the build�ng authority governing � ' door rcop w�th stops hav�ng reglet te accommodate piie weather rtrip wh�ch q All exposed gr�d framing members sha�l be free ot scratches and other cerious wrface also provides a cushion�ng effect blemishes Ail alum�num shall be gnen a caurt�c nch and anodic treatment to produce a , a Gypsum wallboard ' B Matmals high densrtv aluminum oxide coatmg The mmimum coati�g thickness shall be 07 md thu pro�ect 7o be suppl�cd�n lengths as long as pnct�cal to m�n�m�ze�oints Pine Glass Ail intenw w�rdows and intenor door htes shall be ylued w�th%."pol�shed „ dMe glass,ciear taDels All I 2 Fin type framing system shall provi�setting for'/.'glass or panels by means E AII 6Nd weldmg, where rt occurs, has been designed For on�half stress F�eld weldmg g ass of pcA k�nd shall have the manutscturefs labeis past- I 0007 1 when measured pe�ASTM B 244 and the dens�ty sha41 be at least 32 mg per ' inspect�o�by a reqistered deputy inspector shall be requirEd only when requ�red by the b Eztenor ce�ling bpard ed on each lite for inspestion. of extruded fin h'high and extenoi snap on glaz�ng stop Both fin and stop square inch when measured per ASTM 8 137 The Permanod�c cplor coating shall then be yovermng bwlding authonty lI'S G extenor gypsum ceding board with regular back�rn shall have regtet for neoprene glazirg member Extenor stop to be fully re grven a compiete seal per ASTM$136 ,.. C. Giaa Saa movabte At tloor area fin shall be res�gnated to accommodate pole weather j i 6 9 SHOP AND FIELO PAINTING c Nad: All s�zd for glass �all be taken trom the atwl fnrrrng, doors and sash This Sub- stnp wh�ch a�so prov�des a cushion�nyeffect B The alum�num coior shall be Permsnod�c s40 Dark Bronze, wh�ch�s an Arch�tectural � , 1'/. type W Bugle Head Contnct contertiplata aU glaa to be sre�n place and this SubControctor shall aswme all Class 1 Anod�c CoaUng wnh Integral Color IAA A42) � 3 Glazing gaskets shail be neoprene A All steel items tum�shed u�der[h�s head�ng shall pnor to shipment,be thoroughly clean ���b�������������Z� 8 6 ERECTION ed of rust,3cale,grease,and all damaging fo�e�gn wbrtance and pa�nted one shop coac as 4 Innalia��on 7 14 CAULKING ` B Doors and Hardware here+nbefore spec�fied Concrete encased steet shall be thoroughly cleaned only Steel a Intenor wallboard bas¢ s�n le I A All items under this heading shail be set in their correct locauons as shown m the deta�ls work to be painted shall be grven one coat of paint evenly and thoroughly brush or spray g ayer system position il ends and edges oi ail 1 Kawneer applied only to dry surfaces and shall be leh free from runs, sags or other damaging gvpsum wallboard over nailing members except when�onts are at r�ght angles for A The work included under th�s heeding embrsces all labo�,materul,equ�pment and ser and shal! be level square plumb,and at proper elevations and in alignment w�th other wo rk raming members as in horizontat appl�cat�on of when enl�o�nts are backblocked vices neeessary for and romonab{y�ncdenUl to the completion o(th�fotlowing a Sections shall be extruded from 6063 15 aium�num alioy iA S T M B 221 54T �mperfettiona and shall be permitted to thoroughly dry before shipment Apply gypwm wallboard first to the ce�l�n9 and then tothe walls Extend ceiling alloy GS 10A T5) Ma�or pprtions of the door stdes shall be 125 m thickness B All �oints between mterior and extenor masonry shatl be t�ghtly caulked irt order to . . ' board into comers and make fitm contact wrth to0 Pate F�t ends and edges 1 Cleamng out, psckug, if reqwred, and caulking of all �o�nts on extenor betvyeen arxl lann moldin shall be O50'th�ck closely but do not force together Stagger all�o�nts trames and masonry at hollow metal door open+nqs including tha caulking o(�omts 9 9 9 secure a waier tight�ob AII matenals shall be screwed in place using masonry plugs as re between maaonry and I�ntels quired <� > McD 1403 6-2 McD 14Q3 7_3 McD 1403 7� � McD 1403 8-2 � McD 14p3 8-5 � � CHAPTER 7 Attach wa��board by the use of the s�ngle nad method Orve ail nad heads slightly 2 Alt other�o�nts soec�l�caqy�ndKated on the drawinqs as reqwred caulking b Ven�cal stdes shall be 1 29/32 top rod 21/32 and bottom rad 3 29/32 Comer CARPENTRY bela,v wrface of gypwm wallboard in a unifarm dimpe without breaking face , construction shall consist of both sigma ieep penetration weld and mechanicai C Wherc mould�ngs are�oinad they shall be accurotely cut and fitted to rewit in a tightly �pef B Matenals , fastening dosed�oint � Cautking compcwnd snal� be e s�l�cone rubber seaiant compound as manu(aetu.ed by ' Install corner bead o�a(I vert�cal or hon:ontal external co.neri Genera� Electnc Co Sd�cone Product Dep• It snall Ge o�such plari�c tompositwn that rt c Gianng stops shall be snap in type wrth rvo0rene bulb type glazing No ezposed D After erecuon, the General Contractor shail adequately protect exposed portions of the 7 7 GEWEAAL CONDITIONS wdl adhere to ad�acent matenals and rema�n wthc�ently plastic adhes�ve�nd coheswe to screws shall be required to secure noDS [ooi �eaf shall be equipped wrth ad�ust grrd framing from damage by gnnd�ng and polish�ng machines plaster hme and cement All mtenor wallboard�s to be taped plastered and sandec smooth ma�ntam watert�qht �oints w�rn expose0 to weather anc Sub�eCted to Ord�nary strucTUral able mechanism IoCated in top rad neaF ock svle which wdl prov�de for minor or pther harmtul compounds A. The General CondiLOns ot the Contract and the Supplemental Generai Cond�uons bound . movemems It s�all not snr�nk evicessrvelv crack flow o�stai� Wrthm seven 171 davS rt " clearance ad�ustments afiEr installation herewith are part of this speufication Th�s contracto+ shall consult them in tletad for shan torm a tough fiim anC shali be neutra��n coior at concrece block areas and dark 8 7 GIASS AND GIAZING �nstruct�ons perta�n�ng to work under th�s trade ALL BIDS must be based on materials AII gypwm wallboard used as underlayment for wall �anel�ng and for ceram�c Ulework shall have ali �oints taped plastered and sandd on a one coat bas�s ro Drown adiacent to alum�num areas d Door shatl be Weatherstripped on three sda wrth metal backed pde Cloth instalt spetrfied�s standards obtain an a�r tight�omt and a level surface Jo�nt does n�t have to be hnish sand � ed �n the door or frame A weathered adpstable astregal wrth stainless steel back A Matenals � . � Appl�caUO�ot Caulk�ng mg snali be provided at the meeung svles cf a pa�r of doors 7 2 SCOPE OF WpRK i Clear pol�shed piate g�au % thick and manufactured in accordance w�th Federal A f urmsh all labor,matenals The Perf A 7ape�oint system is to be uud wrth three�3lcwtsof�o�nt compound 1 CBUIk�pintt Ot dll work.aher pnme pa+nhng but beforc tmish painUnp e All hardware for alum�num entrances shal be fumished and installed�n the doon Specificahan DD G a51c 1968 equipment and scaffold�ng�equved to do al1 Carpentry work Where necessary sand between coats and after final •oat to prov�de smooth by the door manufatturer and shalt inclucp standard rtems as follows as sbpwn mclud�ng but not hmrted to the following specrf�c nems wrface for decoration 2 Caulkmg shsll bt appl�ed bv hand gun w�th meChamcal or pneumaUC pressure sutfi 2 Clelr tempered safety glait/.' Mick as manufacturec{by � � eie�t to �nsure Ne proper p�acemcnt ol the matenai and to fili�oints. Gun noules 1 Maximum Securrty Lock wrth Cylmlers IAdams Rne) Alummum armor , }. Erect all wood roo4 trusses and all integral component members as required to com shall be Of proper siee to fit�oiMt face plate 5 p�y steel bolt w�tfi 1 3/S' standard throw with 2 anti saw roll Pttts6urgh Plate Gass Mereulite K Wete the total roof framin s stem See Chapter 5 Wood Trussa b Extenor Wallboard basic single layer rystem Installed a�venhonaily as dexnb � p�ns Face late to be Permanpdic#44 finish to metch doors and bolt is to be Libby Owens Ford Tuf Flex , 9 Y ed for intenor wallboard All Butt Joints Wall and Fasaa Board Edgs Jo�nts are p to have H" mouldings to fimsh all edge work and �onery There shall 6e no 3 Steel I�ntefs shall be thoroughly sealed over the ent�re ezpanst of their e+cposed�oint . corrosion resistant piated Plate/Float • Z All plyrwpd roof deck�ng and parapet sheathinq taped or plastered�omts and all butt�o�nts are to be pependicular to the wall of w�th masonry as well as their�uncture wrth end on mssonry where exposed to the - the building outs�de atmosphere 2 Push Bar and Handie To be Style F as manufactured by Kawneet Com 3 �l.aminate plate glass with McOonald's Logo as manufactured by 3 lumber na�len and b�ockmg necessary to complete tfut not limned m the foltowing pany elementz fa5aa fneze board cant rt��ps mtenor srud wall frammg rough hlockin9 7 9 INTERIOR DOORS 4 F�msh�o�nts on tlush wrtaces shall be neatly flush pointed Too�coversd at internal _ Globe Amerada Glass Co _ ` and buk up blocking for all trades angles tool beaded eluwhere and,in all caus shall be rtruck and all exceu mater�al 3 Closures To be surface mounted w�rhead senes SS with a back check as 2001 Greenleaf Avenue removed � manufactured by Kawneer Company Elk Grove Village,Ilhno�s 60007 � � 4 AII�ntenor and extenor d A Qw��ty Grade All intenor flush doors shall be custom grade as defined in the A W I , Tel 312/439-5200 � rywaU tor both walls,ce4mg and sofiit areaz Qualiry Standards Secuon 1300 ; ,.. 5 All Caulked�o�nts shall be watert�ght 4 Prvots 1 pair of ottset prvotz with ne bottom prvot having vert�cal ad�ust � 5 All mtenor doors ' i ment Custom is defined af the middle or normal grode in both maternl and workmansh�p and B Labels O intended for h�gh-quslity regular work 6 Ad�acertt mater�als wh�ch may,through the operat�on herein defined have Dcen so�lelf , � - 6 All mtenor ppneling and tnm ' shafl De�mmed�ete�y cleaned and the work Ieh neat snd in clesn cond�tion ' S Threshold To be 4' aluminum as manufactured by Kawneer Compa�y 1 All 91ass of each kind shall have the manufacturen labe�s pasted on each hght for _ McDonatd s venf�cat�on 7 AI�extenor hollow metal doors and hardware 8 Pxes and Fm�sh All intenor flush doon shall have A W I ty�x C 1 faces ot rotary cut 7 15 CORNER GUARDS i 6 All exposed hardware is to be finishel �n a cobr matchmg Permanodic tt40 - naturol b�rch to recerva a pamt finish 8 All hartlware both rou M and firnsh t �ndude but not hmaed to hardware r wred „ , 9 9 ' Dark Bronze 4 C Glaz�ng Compound M 9 � eQ C SoDd Core Intenor doors which are to be of solid core conztucuon shall have A W I A All comer uards are to be sta�nless steel arW mounted ro the rou h wall The corner , to inrtall work of th�s d�vision ' Type C,particleboard core guard shalJ be fabncated ot 16 ga type 304 � or /8 8 allo�sta�nless steel polished to a 7 Panic Hardwa�e (if requ�red by local code) Kawneer concealed parnc exit 1 All glazing compound for gtazmg w�ndows and"tloors where requ�red shall be DAP V � r4 satin f�n�sh o�ail s�qnif�cant surfaces Oucside edges saall be rounded to alj4"raFI'us dev�ce w�th surTace strike To match A30 Bronie finish Metal Glaze' made by K�cks Armstrong Pontwm Inc All glazing compound shall be �• ` 9 Glass aM glat�ng requ�red on intet�or doors and windows 7 10 PqEFINISHEO HARDBOARD PANEL�NG Erxis of the corner quard sha11 rMUrn to the rough wall and have a 1 mountinq Isg at ot a color match�ng Amanod�c #SQ Dark Bronze,or perma�od�c z40 Da�k Bronze ` each end Mounting tegs shall be prov�ded with Clean holes+or L diamet�r screws,l2 2 Amarl�te � � �0 Caulking on center Atl exposed edge�sh�ll berounded Ovenll s�ze�to be 4'L x 4'4' x 48' w51 ' 8 8 SOLID 'LOGO PANEIS A Textured Planks � a Sect�ons shall be extruded from 6063 T5 dum�num alloy GS t0A T51 Ma�or por � 11 Corner guards � 1 i6 x 8'0 z% tongue and groovcd edge pref�nished hardbard panel�ng 7 16 STAIR TREAD� � ' tions of the door stiles shall be 125 �nth�ckness and glazing molding shall be A The pre fabncated fiber glass panels are manuEactured by ` C N ` �50 th�ck � y� 3 12 Sta�r treads A Furnish and mstall on all intenor rtav treads a hard rubber heavy duty,�ndurtnel�gnde Unrversa�Manufactunng Gompany . � - 2 Factory fimsh shait be thermosetting syntheUC resin of nd less than 1%,mds hlm 0 � non zkid rta�r tread b Alt doon shall have mottised and reinfor�ed cor construction with 3/8"steel 5816 Ferguson Road « �. th�ckneu permanently integrated to the base matenal as a tempereture of not less � A A � V 13 Temporary barncades I�t requvedl i tension rod Fastenm shaH be ot sta�nles steeJ or carbon rteel cadmium lated Post Off�ce Box 34320 r �+ O tha� 250 degrees F uniformly baked over entire wrface Panels mun be factory y 9 p �. N V .� B Install per manufacturer s �nstruct�on using propsr martic metenal snd appiication ot Barlett,Tennessee 38134 ,� N C r � � stah�lized and have a maisture content of not less than 3% 0 A .� 7 3 WORK NOT INCLUDED same � c Giaz�ng scops shall be snap-�n type w�ti v�nyt bulb type qlazmg No exposed Tel 901/388 5822 ` a � � {i V 3 All prefinished hardboard paneling is to be manufactured by Narlite s Division of the � screws shall be required to secure stops. Door lest shall be equ�pped w�th ad�ust Q ` d, � � � ', A The follow�ng simdar type�of work are spea(ied here�n under separate trades Masonrte Corporauon Dover Oh�o The followin C Color to be dark red and closely�natch Qwrry Tde Red able mechamsm IocatM m top rad nearlock stde whieh will provide for minor 8 9 CLEANING , � 0 C � ` ` _ g panel pttetns are approved for .� 1 Form wo�k shorrng etc,for concrete work �u 1 �learance ad�ustments aher mrtallat�on � IA � A � i� ` A The General Contractor shall be respanmble f�r removal of proteetrve matenals and clean = 9 � � N � b Door shall De weatherstr�pped on threesides with silicone treated plastic pile �nq with pla�n water or water with wap or household detergent The General Contractor � � � � ` � C �T 2 AI�extenor alummum windows doors and the�r glass and glanng ar�hardware ' mstalled in the door or freme A weatherd ad�ustable artraqal wrth stamless steel shall be held responsible tor damages resulLng from the uu of ott�er tlean�ng matenais A � A � m O o , � ` � O Q � � V A1cd 1403 7-1 McD 1�03 7>7 McD 1403 8-3 C � i� MeD 1403 7-4 Mc0 1403 � $-6 Q � m � � � . �` APP � O � ED � F- �t � �, a . , , _ � ��ia��� O ._ > Date ---------------------------------------- .�.. :� ,,,,, � .. _ . ------------- - - , . , ,��� ���� c O�f10 ''` � , Perm�t # ---------- � � g � , ;_ 4 , � ,° -- � -- --------- ---- ----- -- _ , n . . �h , , ----------- ;-. --�� � �'�� . �n�p• ---�-- -- ----- - - -- -----------e ��,;���` ' ` ` , ERGLE COi�N�` , C�LG`=c�DO a� T` � .�� < ' F a'#F ! " ' � AP� ,�8 i977 �t �z ;"".a , , f , s �� "' S . . ` ry44 �"� f 4 "� y ',M*a 1 J 1 , � � APP�Q��IED �y+�¢���A , L��� � ' . � F4R� �� .�_= 4 Y ���� _ . - . � - � , , � C�i�J����,►��' ��-ti���:��, , , � ��� _ . � �ON � - � . - � � � � . �` ... -� ' . � � � _' . � � M �, 0 � � M �1 , .� A � CHAPTER 9 _ 3 Begin application of the roof�ng sVStem at the�ow Do�nt of the oof deck by applying b protluct Ludowrc�roof�ng t�le-stantlsrd ser�es-uass�c 12 6 WORKMANSHIP ' CHAPTER 13 Y � - - one�1)ply of Vaporbar coated base sheet o�e�the entire surfac wlor unooth rod ROOF INSULATION Mfg Ludowici Celadon EXPOSED AGGREGATE SURFACE � • - A Cut and dnlf nle �or proper fitting around all equipnent�n place wrthout damagmg tde 4 Lap each sheet 4 inches over the underly�ng sneet F�t tile closely around outlets p�pes,fixturp and fittngs,so that plates eseuttheons and ' - c oroauct I.uaow�u rooimg h�e-nandard senes-fana� collan w�ll overiap cuts � FOR EXTERIOR WA�KS AND PATIOS i 9 1 GEM1tERAL CONDITIONS ' S Lap ends 6�nches coior Hawa��ar gol�! teva black beach brown � , , A The Generol Cond�tions ot the CoMract and the$upplemental Generol Cond�uons bound - �+1�g Ludow�n Celadon 12 7 INTERtOR CERAMIC AND OUARRY TILE 13 1 GENERAL CONDITlONS ' herewnh are patt of thu speuficavon Th�s contractor shatl co�sult them in detail for 6 Na�l through un caDZ a�ong tne laps at mawmum 9 m mrerals�nd'staqger - nad � � through the center of the sheet at 18�n �ntervais � tl protlur 'Texrure Spl�t Shakes-8 foot oanels A Installation A The Ge�erol CondiUOns of the Contract and the SupplemenUf Generol Condrtions bound instruct�on5 perta�ning to the work under th�s tratle A�L 81DS mua be based on mater , co�o� natu.a�-to be saied or stained herewith are part oi thn speutrcatwn This Contractor shall conalt them in deta�l tor •• ials specif�ed as nandards 7 Apply the base sheet free trom wrinkles or buckles Miq Shakertow�COrp t All ule +s to be �nrqlled ro fimshed lanes us� the thin set" mast�c g to work under this trode All bids murt be based on matenals Q N �► p rg system m mstruet�ons perta�mn accordance w�th ANSI A 108 4 Amencan Standara Spec�hcatwns wecit�ed as nandsrds " � « � m � 9 2 SCOPE OF WORK4 B Over the base sheet mop a unrform coat�ng of asphait at tne ate of 23�bs per 100 'Use o�th�s roof t�ms�svstem de�eies the 5/8 oiyr400d shestd�ng used o�tne eouble mansard M A A � � I sq h �nto which wMle hot embed three p��es of Celotex No 20 AsphaR Felt lper t a Msnufacturor to be UPCO Chemical D�viswn d USM Corp 13 2 SCOPE Of THE WORK � �� P A The work under th�s sect�on mclutles a�� labor matenals eqwvment and sernces neces forated) C 10 9 ROOF OPENINGS AND PENETRATIONS .� ��' IN �` � sary tpr a�d �ncWental to the furmsh�ng and install�ng oi a�� toof insulauon for the � � � 1 For w�ll tde adharve use Upcomartic 5101 � A Work Induded The work reqwred under this seet�on�ncludes all labor and matensls tor � A � equFpmtnt roof deCk doub�e slope mansard and parapet 9 Beg�n hot apphcation by us�ng 12 �n anC 24 n w�de starter snps followcd bv full A Th�s contracior shall �nclude all necessary compos�t�on Nsshmg curp snd cap flash�nq 2 For flopr tde adhesrve use Upcomastic 52b the mstallat�on and�imshmg of all ekpoxd aggregate wriaces shown on the draw�ngs or V a � � 1� � � w�dth sheets �equiretl to� a t�ght root He shall �n th�t manner �ncl�de necessary ftashing required fo� - called for in the finish sehedule 0 0 9 3 CONNECTING WORK the fo11ow�ng B $ett�ng Glazed Wall Tile and Quarry Flpor Tde � C ( j. 10 Lap esch tull width sheet 24 m over the preceCmq sheet and nop �ull w�dth of the B Work Speufied Elsewhere Any related oDeration which �s conimed to the other treda � N � � V� � � A Consult spec�ficat�ons ot ot�er trades wh�ch connect to work covEred here�n to become shee�t wrth a conunuous coann of a halt ac a•ate ol approzmate� 23 Ibs 1" Fan�nC tumace curD bases 1 Soakmq tds if not necessa •• �• famJ'A�wrth extent of�yprk prov�ded bV otherS 9 � � p���� - ry shall be s�ec�fied elsewMere In part�cular the furmsh�ng of inetal curbmg and rts instslla � � � � sq f{ so that felt does not touch felt tion the furmshing and �nsta�l�t�on of dro�der strips the furn�sh�ng end setting af area L �y a � 2 Vents ancnors contlurts 2 Press tde hrmly�nto maRK and tap tde to a true Sirface dra�ns wrtaCe hardware and any other applrcable rtems � � B Exami�e roof deck�ng cant stnp surfaces antl curbs to ascemm that they have reqwrcd 11 Broom each ply[o assure complete embecJmint � � O � " p�tch and the oeck is fvm dry and elean and swtabie to �ece�ve mwiat�on If any such 10 70 C�EAN UP 3 Adius�eda before�n�tial set taka place � detectrve wark �s covered over and msulat�on nas to be removed to correct detects both C InspecLO�pf surixes Before beg�mm�g operations the contyctor will exam�ne carefully � (Q 0 •, 12 Eztend a11 pl�es up the face of the cant stnp:and cut off eved� at the parapet wa11 , all wb surfaces to �ece�ve exposed agg�egate My surface wh�ch n found unwrtable to C � � � � the �emov�r�g and replaung of the msulai�on shali be done by th�s Contronor wrthout �,�e Q Upon COmpllUOn Of wOrk tn�e Sub Gontrsao�cn�it c+esn uo hn work He sn�ll alse ckan 4 Remove sil mart�c from Iace of nle befon qroutm� recervable to.ecerve hu work should be reported to the General Contractor � �O � m ; �� � � , 2dtl�honal chaRJe t0 OWner uc any bitummous drippmgs antl remove trom the �oD s�te •�1 aCCUmulatld unutld W A M 13 Over ent�re wrface pour a umform rop coatinq+n2o�rhich ,vMe not embed 400 Ibs matrnal�j wane and dedns treated by h�s work 5 FO��ow 9rout manufac[urer s direcUO�s as[o wheher Or not�omts are ro be soaked 13 3 MATERIALS • r� ' C A wood nnp o�th� same th��kness as th� msulauon shali be secured to the�ooi deCk • of nvN er � � ad�o����g att�Jge cone�irons a�C shali act as a stop for the�nw�auon 9 P sGuarqy De�ng carefW not to�eave ba.e spots before aop�Ymq grout Q � a Q C , � C Mstenals C Groutmg A Portiand Cement ASTIJI C150 Tvpe 1 gray Pnrtland Cement a, O � � 9 4 INSTALLATfON � , 1 CNOtex matenals per 100 sq h of roof 1 Force maximum amount of grout mto�o�nts B Sand Shali be dean hard naturai or manufattured contormmg with tne ASTM C 33 a ` � spec�fications}or fine aggregate " O Q Y � A Insulatro�over 5/8 wootl deck�ng � • 2 Betore rout sets strike the o�nts of cusn�on ed etile co depth of cush�on antl f,ll all a Fosin Sheathin9 PaPe�- �P�v 9 � 9 C Aggregate Shall be of the Mernmac Missoun Rwer Gravel blend tan wrth s trau of i Maienal Flsco Foam{2�n 1 �wnts flush wrth wrface of spuare edge tde whrtes reds b�acks or sn epproved local btend ot nver grovel Sue h max�mum to�G' J a Fxtor 1000 b Vapofiar Cwted base sneet- 1 ply mm�mum � � Mfg Johns Mar�vifle 3 Use qrout as spec�fied�nd follow 9rout manufactuer s d�rect�ons c No 20 Asphalt felt Iperf) - 3 plies � � D Water Shall be clean clear and drinkable � 2 FesCO Foam attached d�rectly to the nadable deck w�thout vapor bamer a Wail tde grout to be Hydromen�Ceram�c Tde yout colw whrte as manufactured d Asphalt-69 Ibs � bV UPCO Chemical E Dividei Strips Shaq be redwood furn�shed and set by the General Contrac�or in the sub� a Appty thB untts oT�nsul�von wnh the lonq�omt continuous ShBn lo�nts shall be � slab for a 3�4 toppmg D�v�der itnps wdl be pfaced at 90 deg st each corner of thc staggered , e Top coa[mg—60 Ibs , b Qwrry tde floor n to be grouted w�th Hyd�ment Jomt fdler tolor b�ack, as budding Divider stnps will ne placed at all connect�ons m thC metal wrb�ng or at rttter , m�nuhctured by UPCO Chem�cal vals no greater than 10 h Large panels in pauo a�eas wdl heve d�v�der s[nDS placed no < Gravel-400�bs greater than 8 0 C exh way 6 Fexo-FoAm shali be mstalled w�th felt s�0e up � � � O Mrtanals � c Fexo Foam sha�l be nailed on 24 centers ad�acent to the long edges using 4 na�ls D Msnu�acturer � F Cunn Mater�al Shal) be I� uid rtxmbrone non rtamin � 1 wrth an addrtionat row of nads down the Iong�tudmal cemer wrth naiis staggered . 1 Quarry tiie floors and bau shall be 6 x 6 x %, tiandar�grade V 9ak quarry tde 9 a g paper polyethylene or ciean r us� 6 na�ls ground four s�de�aRer fin as manufactured b knencan Okan Tde Co water � �9 CNOtex Corp ^4 V Senes 900-spec a940 W G Cleaner Shal1 pe a munaf�c aud I�qu�d c�eaner � d All na�ls or other tastenersare to be drwen through tin caps no lessthan 1' acrou ' a Tile �all co�form to ANSI A137 1 1967 an� Federal Specif�cation SS T 308c i H Sealer Shall be a penetrat�ng type non yellowing free from harmful alkali or eeid • b Other sites and colors may be used as manufacLred by Amer�can Olean,however, content Sonoglaze 858 by Sonnebom Build�ng Products Dwuion Oesto Incorporgted or . due to thev added matenal cost and la6or co2,the add�nonal expense mwrred Artist�c Seai by Art�st�c Construct�on Products Co Inc 3910 N Hoyne Ch�wgo ILL � becortxs an ex[ra to the standard controct 606�8_3�2�4�8 8484 + McD 1403 9-� . McD 1403 10-5 2 Strata T�le extruded quarry tile as manufactu�ed�y Summ�tv�lle T�le Inc,$ummit McD 1403 • 13-1 Mc0 1403 10-2 - vdle Oh�o Mc0 1403 i2_Z c ' B Inwlauon over 2"cement fiber plank decaing � . � 1 'Matenal Temp-Check(1 in 1 10 6 SPECIFICATION FOR ROOFING APPLIED OVER DECK IMSUTATION (NON NAI� � R faetor=667 ABLE) CHAPTER ii � � Mtg Celotex . , 13 4 PqOTECTION OF ADJACENT SURFACES ' A Organ�c Coated Feit Rooi - Hoc A6P�i2d 3 p�y aggreqate wrfacd Uneerwrnen Class SHEET METAL WORK a Tde snall conform to ANSI A137 1 1967 � $ Apply as pet Celotex Spet. �umber B$-14W for i na�lable deck the repwred base A construcuon Slope - max�mum 3 inches per f�t A Before beg�nnmg �nstallat�on of exposed aggrcgate wrfaces protect ad�acent bnck alu { b Ttles to be Strata Tile smooth wrface minum and wood wrfaces wrth a good grode terrazzo soap Remove soap from protected � fheet ard vapor barc�er wrfaces�urt prwr ro seahng B Apphcauon Oeta�ls 11 1 GENERAL CONDITIONS c Tdes shall be ground to speaf�ed sae aher firug and shall be furmshed in sze 6 � a Apply one laye►of Rosm Sheathing paper lapped 2 �nches over the preced�ng � x 6 z h 13 5 MAINTENANCE OF SURFACE " eheet and nailed wHkimtly to hold�n place � 1 Beqm apphcat�on at t�e low po�nt of the roof deck by so6dly nopping the surface o� A The General Cond�t�ons of the comract and the Supplementsl General Cond�tions bound tne Celotez Roof insuiauon wrtn Ste�p Aspha�t at the rate oi 2,Ibs pe� 100 sq h herewith are pan of this spec�fication Th�S tontrg�br shal� conwlt them m deted for d Other sues and colors may be used as manufatured by Summrtvdle Tde how A To remove grease and od,wash wrth a hot toncentrated deterg�nt soluUOn Rmse thor b Apply an� layer ot Vsporba� coated bax sheet lapp�ng each sheet 4 orer the mstrucuons pertammg to work urWer �n��irade ALL BiDS must De based on matenats eve� eue to the�r added matenal cost and 13wr cost the addrtional expense � oughly and follow w�th a light munatK acid soluuon All otherd�rt can be removed wrth � pracedmq sheet Lap ends of sheet 6" 2 Wh�le hot emGed three 131 piies oi coated roo�mg telt spec,fied as sta�Mards mcurred becomes an extra to the rtandard contnct a hght murutic xid solutwn bn+shing wrth a strff broom and foltowed by a thorough � ' � nnsa 8e eareful when wash�ng with the munatic solution so as not to stain the bnck or , a Nad 21o�g 18p at 9"�ntervsls and stagger nail through the cmter oi the sheet at 3 Begm coated telt apolicat�on w�th ttarter cowses 12 m and 2�m w�de tollowed by il 2 SCOPE OF WOfiK � 3 Glazed T�ie bnght and matte finish shall be smoou wrface glazed eeramic tde in the aluminum wrfaces R�teat with Sonoglaze 858 if aggregate surface is extremely dull in D 18"iMervals. fulf w�dth sheecs ' standartl 4k a 4: x 5,'16 size appearance Re pamt metal curbmg after each munaUC aud wash � A Fumish al� �abor matenals and equ�pment to properly �nrt�l� al( shett meiat work as ° - d G sheet3 up cants to roof mwlation he� ht and seal with Elasti m Hooters 4 �ap each fu11 width sheet 24�n over the preced�n sneet a�d no full w�dth olthe � ' RY 9 9� g p SpeCified herein a All giazee c�k n to be Master Se[ on sheets vrth 2?5 square feet of tile Imked � Cement Or Steep ssphalt sneet with a cominuous coat�ng ot Steep Aspna�t at the rate o1'3 Ibs per 100 sq h togetner � so thai elt does not touch telt 11 3 MATERIALS -- � I ^ e Na�is to beeapped E S na�is or S�mplex TubaLok nads b The rcandard color used �s to be z45 Salt& P�pper br�ght glazed t�le however a' 5 Broom each ply to assu�e complete embedment A Sheet metal to be 24 ga galvanixed von for wall tlashmqs gutte�s downspouts fascia at otner I�gn�and bnght pastel colors may be seleCed by the owner O f Apply the umts of Temp-Chek inwtanon board w�th the long�omts tontinuous lower edge o1�oof top of parapet and double mansard mid po�nt Short�O�ntt shall be stagge►ed 6 E:tend alt plies uA face o1 cant stnp and cut oft evenly at parap[wa11 line 1 Ot�e� colors and tde finisha are approvd as manufactured by Amencan 11 3 WORKMANSHIP Olesn however due to the�r added meteriacost arn!labor rnst the eddrtion •q Temp•Chek shsll be insta8ed m sohd moppings o(CHotex Steep Asphalt 7 Ove�entire surface pour a unrtortn top coanng�nto wh�ch whik hot embed 400 Ibs si expense�ncurred becomes an extra to thectandard contract � � • ot gravN per square bemg careiW noi to leave Da�e spots A General Surfaces to be covered wrth sheet metai shall be[le7n snd f�ee o1 obstrueuons C InSUlatton under plywood roOf deek wh�ch might cduse damage to the meta�o�D�event its proper uRl�nq E Clean�ng ' C Matenalz 1 Matenal 6"F�ber Glass—23'"in width B Proper provision shall be made to accommodate expansio�and comract�on of the theet 1 Sponge a�tl wash tde thoroughly diagonally acrosf�ointt F�nally pobsh wrth clean, fi Factor—19 1 Celotex matenals per_100 sq h oi roof inetal members so there w�ll be no buckhng or teanng of the met�l dry cloths Mfq —Owero Com��g,Johns Manalle a Coated Roof�ng Felt—3 pl�es C Matenals fu�n�shed under this section wh�ch s�e to be bu�lt rn by othen shall be del�vered a Do not use xid or ac�d cleaners to clean glazed ile Ac�d cleaning of unglazed tile 2 The Dattf shalf be irtstalled parallel wrth the roof truss system and stapeled into the ,� to s�te�n t�me to avoid delays to comtruct�o�Orogress AU cutbnqs f�tt�ngs,dnlling and (not recommendcd) not to be done before 10 lays aher settmg Wet with water top ehord of the tnns. b Steep Asphalt—69 Ibs other operat�ons �n connecuon w�th the �nsullaUOn though f�p! fpKlliGlly ¢lpwtt or betore deanuig with 10 perceni solution oT muratic aad � specif�ed slso shall be prov�dedvnder this seccion . 3. The insatiatron �s co be in a neat workmanlika manner wrth no damage ro the batt c Top Coatmg—60 Ibs b Protect all metal and enameled von with qrcae Flush thoroughty wrth water ' . backing and no teanng to aacommodate�nstall�tion t All �o�nts shall lap a m�nimum of 3 caulked with coW mastK ceme�t snd faste�ed aher aad cleamng "' ,, d Gravel—400 Ibs securely 4 Proper�nstalhtion eonstrtutes no sag in the batt�nd alt short�o�nts�o�ning the batts 72 8 EXTERIOR OUARRY TILE together to be properly tapped D Manutacturer 2 Each free edge of sheet metal shall be fo�ded back oh itself st less[X" A Cemen[Mortar Bonded t Ceiotex Cqrp —Senes 700—spec t 73p C 3 Roof fasc�a shall be�nstaned with concea�ed stnps and cle�ts Face nading w�ll not be permrtted 1 All quarry hle to be 6 x 6 x%, m nze and thicknss 10 7 PARAPET WALI FLASHING ' ' � ` � 2 The t�le and mortar bed are to have expansion�o�rts to every 16 feet in both direc � A SDeal�cat�on to meet the tollow�ng cntena Max�mum wall he��ht to be 3 feet and � t�ons bondable up to 20 years a The f�le and mortar bed are to have expans�on�onts along all wa�l and curb�oints 1 Over the proviously instal�ed roofmg felts a�ply a umform coat�f Elast�gum Roo�ers � � Cement at a rare o1 35 Ibs per sq ft � b Expans�on�o�nts are to be located over every coicrete alab�oint , 2 Applvi cement t�om a d�stance o1 3�nches out f.om the base o�ne cant extend�ng up c Expans�on�o�nts are to be�ocated at ends of e,ch bwldmg wafl face out to curb r tne face ot the cant and wall yurtace term�nating af the top o1 th wall ' d All expansion �oints are to be %,' in width ard are to be of a silicorre sealant Mc0 1403 9—? � Manutacturers are to be Dow Cornmg 790 buitfing sealant and General Electnc 1300 xnes sealant McD 1403 10-3 T McD t403 11—t McD 1403 13-2 � ` Mc0 1403 12-3 CHAPTER 10 3 Embed one piy of No 15 asbestos felt(perforo[edl � ROqfIN � t � 4 Press the sheet firmly to eliminate all a�r pockets CHAPTER 12 CHAPTER 14 70 1 GENERAL CONDITIONS 5 Lap ends 3 inches and cement laps CERAMIC AND QUARRY TIIE —INTERIOR AND EXTERIOR 3 Moetar bed matenals to cons�st of the follo�rv�ng anashall be 1%, in th�ckness. A ,jhe Generel Conditrons of the Contract and the Supplemental General Conditions bound 6 Over this wrface apply a second uniform trowet coat�ng of Eastigum Roofers Ce SUSPENDED CEILINGS herawith are part ot this spec�f�ca��on This contractor shall consult them in deta�l for ment at a race of 35 ibs.per 100 sq ft a Ponland cement ASTM C 150,Type 1 ' instructions perta�ninq to the work under th�s trade ALL BIDS must be based on mater 12 1 GENERAL CONDITIONS � �als specified as standardS 7 Embed one ply of AB 20 flashing sheet b Sand ASTM,C 144 , � 14 7 GENERAL CONDITI NS 10-2 SCOPE OP WOflK 8 Press sheet fvmly to ehm�nate all air pockets A The General Condibons of the Contract and the$upplemental Genersl Condrtions bound A The General Condmons of the Contract and the Supplemental General CondiLOns bound herewith are pan of this spec�fi�at�On Th�s contraMOr shall conwlt them�n detail for 1 The proportion shall be 1 portland cement,i parts damp sand herewith are part of this specifKation Th�s eontractor shall conwlt them�n deta�l fnr inStruc[�ons pertaining to wOrk under thrs tradt A�L Bt05 must be based on matenals 4 All Tile �s to be laid true and in alignment withproper slope as �ndicated on the instructions pert��ninq to work under this trade ALL BIDS must be based on matenals A The work under this section mcludes a�l labor, matenals eqwpment and serv�ces neces 9 lap ends 3 i�ches and cement laps � � specified as standaMs sary for snd�nadentyl to the furmsh�ng and erectmg of all finished rooimg and flashing � workmg drrwin9 specrfied as stendsrds work for the eqwpment roof deck double slope mansard and parapet ' 10 Nad the base flasfi�ng to the walf 1 inch below the top edge of he wall using'4 flat 12 2 SCOPE OF WORK 14 2 SCOPE OF WOHK � nead nails dr�verf throuqh ti�roof�ng dem spaced 12 o c 5 Grout to be � two part grout system employ�ng a�d epoxy resi�and hardener and 10 3 C NN CTt WO ' A Furnish antl ms[all atl cerem�c t�le on floors and walls and eztenor walks where uIIBd for containing a coarse s+iKa f�ller A THE WORK iNCLUDED u�der th�s head�ng embraces all la6or, material scaffolding i t Over the wrface of the base flashing apply a brush coat of F�bnted Alum�num Roof on draw�ngs A Consult specif�cavons of other trades which connect to work covered herem to become Coaung;t the rate of 1 gal per 100 sq h B Th�n-Set'latex Addrtrve'and Portland Cement Mortai equipment snd serv�ces neeessary for and reasonabiy me�dental to the compleuon of the ,. ' following � 4am�hsr wrth extQnt pf work prov�ded by others 12 3 MATERIAL�UALITY 1 A synthetic rubber emulsion wh�ch when mixed onthe�oh with Portland cement and 8 Menufacturer to be Celotex Corp and eomply wrth the�i speaficaum+s AB 20 B Examine roof detk�ng c�nt stnp surfacts and curbs to escertain that they have required sand prowdea�cementious highly water res�stant sflting bed 1 Furn�shmg and mstallinq complete all acoustical treatment on ceding aress as md�cs 0 A Th�s contracror shall furrnsh the General Contractor wnh a master grade certificste' . ted by the Finish Schedule p�tch and are otherw�x suitable to rece�ve roof�ng If any such defect�ve work�s roofed in 10 8 ROOFING OF DOUBLE MANSARO � U wh�ch shali �ntl�cate that all matenals used under this chapte�ot work are m tact t�rst � and rtlofing fias to be removed to corre,cr detects both the remov�ng and replacing ot the � � 2 Mix epual parts by volume of fine screened sand v�th either grey or whrte Portland � roofing shall be done by this Contractor without addit�onal charge to Owner A Underlavment Use with all fin�sh roof�ng shakes and shingles the bllowing bas�t under Cuality and conform to ANS�A 137 1 1967 and Federal Spec�/�cat�on SS T 308C �ement Add ttment and sand dry mix to iiquid NA 900 unt�l a smooth trowelable 2 Furn�shing and �nstalling complete the exposed wspended gnd system throughout all layment on the 30'—60�mansard roof area 12 4 INSPECTION 9• 10 4 GENERAL paste is achieved Aliow to slake for 15 minutes,then remix before usin Re-stir areas i icaced to rxnve acoustK t�e ' oeas�onally during use to ma�ntain consirteney 3 Cooperate tull with afl other trades in r 1 1 layer of 43 ib base sheet on the 60'slope V egard to ad�om�ng and abutung mstenal � , A Roofin sha�l cons�st ot a 20 ear bondable type budt up tar felt and rovel wrfaced A Examme wrfaca to recewe tde �ncludmg msertt and accestona fl Y 9 3 Recommended for inrtallations over concrete bick and other masonry wrfaces 4 Clean all t�le as may be necessary after�nstaliation,and remove from the premises all V ropi�ng and a 20 yeai bondable type budt up tar and felt base flashmg along ail vert�cal 2 2 layers of 43 ib base sheet on the 30°slope These wrfaces must be free irom effervescence,dist,d�rt and grease Apply mixture 1 Alt wrtaces to be Nean dry tree of o�ly or waxy fdms firm,ievet�nd plumb debns csused b this mstsllat�on \ wrfaces Roof�ng shaff have an Underwnters Laboratories Claa A ratinq , using the fiat s�de ot a': x .'uwtooth or sawrenotched trowel Exert pressure to Y ` 8 General Compl�ances � 2 Sub floor surtaces wh�ch va more than!4 m 10 feet trom the r obtain thorough coverege Comb wrth notcncd s�d�Of trowN o��V that arcs that tan � \ B All toofing Shall be�nstailed dunng dry weather and ali necessary protecUOn and tempor �Y equ�red elevation are be set before sk�nning otcurs Set tile�w�th s��ght tw�st�ny motion Use beeter biock B THE WORK EXCLUDED irom th�s head�ng is as fo110ws 8ry covenn of ad aCent finished wo�k shail be provided to aw�d dam e b stainin 1 The roof under th�s sect�on shall be of not acceptsble „ � g I a9 Y 9 equal bondable quahty a�d shall mainta�n the 1 to level tde Deforc in�La1 set occurs 1 F�eld pa�ntmg will not be repu�red r1 sp�llage,or otherwise,until completion of roof�ng All ducts D�P��9 carrts ete shali have sta�dartls of the Underwr�ter Class'A"label ' a1 3 Plane oi wall and ceilirtg surfaces to be D�umD, level and true w�th square comers t N �, been properly inatalte(!and secured Work wch ac gravel stops counter flashings or any Variations oi more than`/. in 8 teM are not aceeptable � Manufacturv to be id 3 EXPOSED GRIU SYSTEM other work necessary to the root areas shall be moppad in, flashed•or otherw�se treated C Sh�ngles&Shakes MIRACLE ADHESIVES CORP � � � [o produce a comp�ete and watert�ght installation 250 Pett�t Avenue � � � C Q Report to McDonald s Engineer m wrrt�nq all wch defects Do not proceed untd sat�sfsc A Gnd system shsll be i 24 x 24'pattem w�th main tees rpaced 2'0 C and interlock�ng V 1 All shingles and shakes are to be la�d in compliance w�th their rspeetrve manufactur BNimore Long Island �t a A �O C Roofing matensl shau not be�a�d when the atmosphenc temperoture�s betow 40 degrees er s installation requirements tory corrections have been made New York 11710 with cross tees spaced 2-0 0 C �dam tees shall be supported from structure sbove by ` N � SI 0 F No 8 gauge hanqer wves apaced not wm 4'-0"all walls wh�ch eztend through the ced�nq „ y� � � � phone x518 221-0950 O A .� 1 po not start work until grounds anchors plugs,hangers,bucks,electncal�nd me- and around the per�meter of eil acourtiql tile areas Proper iram�ng members shall be ` � '� �1 V 2 All sh�ngles and shakes are to be laid in the stra�ght butt patern unless otherwise a 10 5 SPECIFI�ATION POR ROOFING APPUED TO 5/8 PLYWOOD ROOF DECK (NAIL Quahfied in another manner m this . charncal wark in or behmd tde has been installed turn�shed snd instaned tor all drffusers hght (ixturs,and other rxesaed rtema st reqwf Q ` � O .0 j' � specificaUOn .{� ed Ail exposed angles and tees shall recewe a standard blsck baked enamel f�nish � C � y. A8LE)WiTHOUTpECK INSULATION ON EXTERIOR SURFACE # O 2 Do not proceed unUl ad�oin�ng work is satiafactordy protectc� ` A � �I \ 0 Manufacturers 14 4 ACOUSTICAL TI�E C � � � 0 � N \ A Orgarnc telt roof - hot applied 4 ply/aggregate wrtaced Unde�writers Class 'A"con 3 Do not set t�le on gypwm wallboard unless installed 8nd prep�red in accordance with N � � � r. C �t� struction s�ope-max�mum 3 mch per Soot 1 The roof�ng matenals named herein are the acceoted nandard oof finishes alloweC Amer�can Standard A97 1 7958 and ADD��d�x A 2 1 A AcoustKal Isy in panel: sha�l be Johns Msrnirle �uadrette' felted miner�l,fiber rsveal � " A � Q O ' by McOonald s Any other matenal is to be approved by the Archtect � A !f � � 8 Appt�cat�on Detads, edge psneis, wtth a ra�+dom sue f�aured surfsce pattern 2-0 x 2 0 snd 5/d thick ` „� � 0 . , 4 Starting ot work�mpl�es accepUnce of wriace to recewe ble The fimsh shalt be a rtandard whfte wrtyl pay�t finish with � clear plastK werspray w Q ' N a product The Woodlands Roof Q C Q ` Y� � � 7 Over Ihe tnt�re surtace of the roof deck apply one (11 piy of Rosin Sheathin9 Paper colar rustic brown,shakewood blend,seadnh gray 12 5 PROTECTION 8 Accepted Altemate � 0 � we�g hmy spproximate ly 5 Ibs per 1 0 0 fp h M fg Jo hns Marntl le ' . Q V m � � �. � A Close spaces in wh�ch ule abe�ng set to tnific and other work Keep closed antd tde is 1 Conwed Reveal Panets d � J 2 Lap each sheet a mimmum 2 �nches and nad wff�ciently to hold m place wrth X • firmly set Protect from damage untd acceptance ' Fissurs Surface Pattem � � � � ` annuiar threWtd shak nsds - � � ' � A V � MeD 1403 10-1 5/8' x 24"x 24 IRabbeted Edpel O m McD 1403 10-4 B Oo�ot mstall t�le when the temperature is below 50 degrees F or when back�ng wrfaces . Conwed Corporat�on � � � , contain frost Mamtain temperature above freez�ng unul mortar and grout heve cured , _ ' r ,'�,Y�•Y4`p� W r M�o,aoa APPRONED ' � �� , > �� � �� i i 12—i � McD 1403 a4-1 � ���;'��; '��`+ �,,�1��' ,�' � : , � ^ 4� v �_. ��, a-. � : � i, . . McD 1403 ,z-4 Date �`�iQ?,��7 <�;°�`; °r"� '�- � '. , : � --------------------- - - ---------------.... _ � ,� , ,;��,�t -- - - - , , , � � � � Permit # � �r s , µ � � N� ---------- -- ---------�--�-�-------------------- �� • , � � p� -- --- --- : ---------- =--•• %������i"�' . :.� • Ins EAGLE COU , COLORADO APR ;� 81971 �'� �� � -�"�"�c` +{ }� � t � k� APP��l1ED i�OR �, , ,-Ji y� � _ �;:.� ,rY �� � � ' Cf�7 �i��l \���'�� ��-��o-`��aa�` ,. ... ,�,.- �s , 'a ^ - r . "h� "�`y`a . _ . � ` � ,�t- ,2�: . `� ,/ - . . � R������ • _ � - �. " �__.d.. I , f � � " � �� r � ' � � r V � � � ' � 5 � `� O \ 14 5 WOFiKMANSHIP� 2 Manulacturen to be MISCELLANEOUS META�-DIVISION NO 16 1 ~ , N � �17 3 PREPARA710N OF SURFACES � C Each Contractor sha�� do rebuilding, patching, refinishmg, and painttng reqwred ro ; w ° A OMy mlchamcs skdldd m Mis type of mstallat�on shatl be employed for this work,and � a Bob�iCk Wash�oom Equipmem � restore conrtrucbon to ong�nal condmoq treforc cutting, as aDProved tiy McDonaid s � 0 qm thall be exero�s�d m I�ymy out the work to make a nest over all cedmg pattem wuh 11611 Hart Street i 16 1 GENERAL CONDITIONS A Generauy pnor to the appl�cauon of pa�nt �II wrfates shall De Cleaned sanded and Engineer using SkAled Cnhsman a mimmum of eutt�ng No HoiWwood Cslit 916p5 � otherw�se Orepared to ennrely temove dirt,gre�se od or scale and the wrfaces leh clean � Modet r8288 j A The Gene.ai Condrtions of the tontraCt and t�e$upplemenUl,Ge�er�l Cond�UOns bound smoom ary anp�n proper condrtion to+nsure bnd and the Dest Qualrty finish 18 5 VERIFICATIONS OF POtNTS OF CONNECTIONS � p 8 Ahsr�r»tsliation has been completed,this contracto�shall carefully clean all ble which , nerewfth are DaR ot thn specificsuon Th�s contrsctor sha7t conwlt them in tleUd for � � , m�qht hav�beCOme aoded or spotted dunng�nstaliauon shall clean up and remove from p Accessory Spenalt�es Inc � �nrtruct�ons Derta�mng to wo�k u�der �h�s tr�e All b�tls mutt be based on matenals 1 Na�l noles xrew heads,counter smks and turface�mperfections in wood �tems shall A 8eforg wbmrthnq hu b�d, Contractor shalf ws�t site and contact City Owner and Ail tM pnmrm�tl dabns caused hy[hii work and shall leave the work m wch condiUOn as t 335 E B�y Avenue Sp¢u1�e0 as standartls ' be neatly fdled wrth spackle unted w�th �nmel or sta�n to mauh wood color and UtditieS to venfy al)exposed concealed and depih operanng charactensUCS,etc will m�et tA�approvai of MeDonald's Engineer New Yort N Y 10474 liyhtly sanded to a smooth even wrface Ths shall be done�her f�ller coat and before � Mooel a AS 23G 16 2 SCOPE Of WORK seaier and fimsh coats B If Contractor fsds to notify McDo�ald s m wrmng it w�ll be assumed that his b�d in , � cludes everyth�ng requ�red to ptOVid!proper cOnnecdoni to alI prestnt poin[5 of GOnnet , - , c Charies Parker Co A The wo�w �ncluded unde�th�s bead�ng embraca ali labor materials eQuapment and ser 2 Metai wrfaces whers rust scahe or loou pint exist shall havr suCh defects entirely Uons as they actually exist or as they wdl be prov�dsd by Crty or Uht�ues and N�11 pay C � ��� 290�ratt Street v�ces necessarv for and reasonably�npde�ta�io the complet�on ot tfie followmq �emoved by wire brushmg,ch�ppmg and scap�ng Grease And o�!shali be removed bv for all transformer meter serviee ma�n win�g sewer and pole�me modrf�cauons relo O N � � Menden Conn 06450 wasfiing wrth mmeral spurts. Attumulated7uR dirt and gnme shall be removed with cationa replacements addrtional rune and extensions wrthout increase m co�tract pnce V '� 1H m '� , Mode�a668 SM 1 Fu.��sr ana msuli all tt��r construcuo� mmpiete as�nd�cated and deu4ed on the � tn sodwm phosphate or a soluUOn compaed of one(ll quart Napt�a and two (2) " {1 A � O � � � drawinqs �ncludmp stnngen uowrt D��tes nser psn tresds nser snd traatl angtes pounds soap powder to frve 15)qallons of hrc water 18 6 FLASHING � L N � ^ � J � � a Watrous Inc steel nantlroJS and rsd brackets � = O A v lps Gateway Road � 3 B�ush coats shall be apphed to all parfaces hst are to be pamted as specrfically ca�lcd A. Opanings�n roof and decks shal�be flashed wrth d Ib lor heavier �f repwred by apPl�ca V ' a � IA n VC� Bensenv�lle III 60106 ? Fu�msn and�nnall e,cteno�aee�isoaer�s�ndKated for nerem and shall be�ncerpreted as be�nq n add�uon 2o all shop coats ble codee) sheet lead in one piece extend�ng 17 trom dra�n or pipe sleeve or curb ` �' d � " ` O `,, Model xW 1567 under roohng m all d�rections,wiM upper ed9e at vents sleeves and curbs at least 12 � � � 1 j � � 3 Furn�sn and�nstall steel curb�nq 17 4 MATER�AIS abo�e the roof aM turncd over and down mto�rxreaser or sleeve for at least 1 or over V y� .� � �� � � e Miami-Grey curb or Lghtly bond to condwt or pipe with non ferrous w�re Roof flashing must be �. � � � 203 Garve�Roac1 � � 4 Fum�sn ana install p�pe radinys when�ndKated � A All pamcs enamels and other fimshing produ¢s shail be of the hrst quahty marenals as approved m wnUng by Roof�ng Contractor ` � � � Monroe Oh�o 45050 � manufaccured by Gl�dden Durkee and shall �e of type aoPropnate ro the part�cular d •� 10 � ModN nWR�2 ) • 5 Fum�st,and�nstsll gate to trash enclowre wr�ace and area involved 8 Floor droms(FD) above other rooms shsll have one p�xe 4 Ib lead flashmg clamped to � � C � � � � i _ drom and extend�ng tY under ftoor�n all directions � � � O Q p' B Coat Hook&Bumpe� � 6 Furn�sh and�nrtall steel gwrd 0� � 1 Concrete block and concrete exposed Arfaces throughout the intenor shall be � C Q 0 " � �i'V j pa�nted one (l) coat of Ultro H�de PVA Nasonry Block Fdler (shghtly tinted �n x � � V L t •. � � 1 Sohd alum�numKasting uun fm�sh Rubber bumoer to protc�wal�antl metal Darti 7 Shop pa�nt sil rtem�tumished unde*thn headmg � cordance w�th finish color coat felectionland hn�sh coat of Ghddens Spred Latex s m ; ?� • t�on wrfaces F��ng�1%, w�de 2 h�gh Unit p.o�ects 3 3/0 ` um�ylos�enamel ti W � ` A � � '{L 8 The matenals to be furmshed under this headinq but to be�nstall�under�nothtr head Q V Y � Q 2 Manufacturers�p be �ng are ss follows ' � a The color of all stairwell and baumenUrea wslls�s ro match the ce2mic wall tde - � ` O Q ' � Z y �xd m the k�tchen area � � a 5obnc►W�snroom Epu�pment-Mode�=B 212 �, 1 4u �nd�cated an�hor botts and anchor boit�ssembhes ot every deecnpUOn inc�dent to � q � � tne above M�Xelianeous lion Items 2 W000 surfaces of every deKription [hroighout the �nterior of the owlding shall 0 IO �. � � rxe�ve two 12)coats of G�iddens Alkyd Sped Lustrc sem�gloss enamel Q Q � � b Charies arker Co -ModN e6 � 16 3 MATERIALS � C �avatory Mountecl Soao Dispenser 3 Me[al wrfaces of every descnpoon Iexce{t aluminum and stainless steel) exposed � A tn qenera� �II matenals shall pe new and free 1rOm defeets impamng streng[h dunbihty throuqnout the �ntenor of the budding sfall be pamte0 two 12) coats of Gliddens ' t Co��a�ner to be �nrtalietl beiow basrn and to�e ��g�tl unbrea abie polyethylene and o� appera�[e and of the best commercial qwlity for t�e purposes speutred They shall Alkytl Spred Lustre semi glou enamel _ . '�--. - � �ave a capac�c� of 16 flu�d ou�ces The botiv s to be of chnme piaied brau above be made wrth structural DroDenies to safely wstam or wrths[and strams and stresses to tne basm wrth a stamless stee p�rton and 4 sDOut secured ty a sta�nlen steel gu�ae wh�ch normally suh�ected true to decad �lean s[ra�qh2,and wrth shary defined prof�les, � Metal wrfaces of every descnpuon exposd to the extenor of the bwldmg lexcept screw Totai unrt�s to be tamoer proot and uniess otnrw�se part�cul�r+y noted wrt�unooth finished wrtsces fastenmys atf�ll alum�numi shall be pa�nted two(2)coats o Ghddens Spretl�ustre sem�glou enamel _ . , be oi tne same matenal and f�msh as �he matenals to wh�ch appl�ed unless otherwise . The umt a to fJi from top by remov�ng p�zton arxf spout wih speuai key provided �nd�cated or Speaf�ed 5 Gaivan�zed metal wrfaces of every descnptnn exposed to the extenor of the bwld�ng wttn no neea to �emo+�e contamer under lavatory Unit �s b �e Iather dispensing shan be pamted I11 coat of t',I�ddens GI�dGuard Galvan�zed Iron Pnmer 5229 and 8 $teel shali conform to the standard speafKauonf ofi the A 5 T M latest ediUOns for cwo 121 coats ot Gi�ddens Spred Lustre smi gloss enamel alkyd base cnr, enamel ' 2 Manu}actwers to De Structurai Steel A 7 and for mdd Steel pl2us A 10 Steel �n yeneral Shall be mdd steel Each of the first two enamel coats snall b!shaded d�fferendy than the final selected , � and acceswr�es and connections for steet shall,unleu otherw�se�nd�cated,simdarly be of co�or coat ' a Bobrick Wasnroom Equipment tteel Modei r B 8995 6 Duetwork and piping m general znall be ne same coior es the cedmg background , C Paint - M�tenal }or shop pa�ntmg of rtems where reQwred under this dNis�on shalt be of i the ben quahty rust inh�biUVe Oamt produced by G�Wden Durkee Company,or pUal It 7 All extenor wootl Vim shall be stamed us�ni0�ymp�c sem�transparent stains Mc0 1403 14-2 McD 1403 i5-3 McD 1403 16-1 , " � ' McD 1403 �7_Z , McD 1403 18-2 ' _ t ' b Amencsn D�spenser Co � . 325 Gocham Parkwey shall be factory m�xed dNwered�n sealed conta�nen,pnd usad�n rtnct accordance with ' CHdPTER 15 Carlstsdt N J p7072 the manufacturer sdirernons � 8 Extenor and intenor pamung shall be in olid colors as selected for the respectwe CHAPTER 19 Mode�x Lathurn 28l • 1 �tems or surfaces see finish schedule on wokmg draw�ngs. METAL TOILET PARTITIONS AND RESTROOM ACCESSORIES i6 4 WORKMANSHIP IN GENERAL • PIUMBING c Charles Parker Co - 9 Pa�ms enamels and rtains oi whatever natire here�n specified shall be factory m�xed � Model�80 L 2P A Insofar as possible,work shall be trtted and�hop assernbles ready for erection and shall be and de�wered m clearly labeled sealed conainers and shall be used m stnct confor- , 15 1 GENERAL CONDITIONS executed in stnct aaordance wrtA the Oraw�ngs,petails and approved Shop Drowingt m�ty with the manufacturer s d�rections 19 1 GENERAL NOTES , d Miam�Carey - A The General Condrt�ons of the Contract and the Supolemental Genenl Condn�ons Dound Model+t WN424 8 All we�d�nq �n the shop and�n the(ield shall be performed by welders quahhed under the 10 Thinnmg of factory m�xtures wdl not be pemrtted A TAe requ�rements ot tne general condrtions and specificaUOn Chapter 18 are a part of berewith are part of tne speuflcation Th�s contracto� shall conwit them m detad tor Amencan We�ding Sos�ety s Fumon Code for th�clau of work upon which they are to be th�s spec�f�cat+on and the Contractor sha�l consult them for all �nttrucuon and work D lavsrory Mrrror wh�ch apply to h�m mStruCUOns pertairnng ro work unde�th�s trade ALL BIDS must be based on matenals emplov�d They wdl De requ�red to pasa the prescnbed tests regardleu of previous tests 11 Turpent�ne shall be gum turpent�ne or stean distdled wood turpentine complyinp to spec�fied as stsndards or qual�ficat�ons Asbestos eurtams shall be prov�dcd anC used by all welders and prptee the Standard Speaficanons D 13 of tht A ST M latest revised B Draw�n mdKate the en ral arran ement oi the plumbin la . 1 M�rror frome shall be one p�ece roil formed construction wrch ontinuous�ntegrai st�f tion aga�nst damaqe to ad�acent construtt�on arxl matenals shall be ma�nuined at all gs g g 9 g yout and work �ncluded � 15 2 SCOPE Of WORK fener on all sides,tyDe 304 sann finish stainless neel 3i4 z 34 angle Edge of an91e � Contractor shal� tollow drawings m laying out and eheck drawings of other trades to ven - umes. 17 5 APPLICATION AND WORKMANSHIP f locat�on and spxes�n wh�ch work w�ll be uistslled �n con[act wrth mvror snall have bevel des�gn M�rror shall bi 4 plate glass electro , � iytically coppa ptated guaranteed 10 years agamrt sdver spoiaqe protected by hller ` C Jo�nts ard mtersections of inent shaii Ge accuratel m A� The work inc�uded under this heading embraces all labor matenal equipment and ser y sde tightly frttad and madq in true A Prov�de ampir protection to equipment and tapersonnel dunng both the prepsration ot � � stnps and shock absorbing padd�ng Wall hanqer lurnished fo locking m�rror to wai� C All equipment antl method of installat�on shall be as called for on the drawings and spec� v�ces nece�sary for snd reasonably mcidenta�to the completwn o�the toliow�ng pisrxs w�th sdequste fastemngs Bolt�d work shs11 b�screwed up tiqht with Mrend mtked wrfsces anC pamtmp Furn�sh and insta��taryiulins droD cloths snd/a other approved fications An dev�stion from these must be apD�oved by the owner throu h the med�um c , Galvamxed steel baek equ�pved w�th concealed lockmg set xews fo.secunny�uror �o prevent Ippsernng D�otect�o�s necezsary to mwre agamst any danage or �n�ury whatsoever I�kely to result Y 9 0 1 Fumish and �nstall a0 Plush Metal Todet Part�uor�s�ncluCm doors p m wall hanger �rom t�t p2inU operauon oi a Droperly e■ecuted change order � g �aneis and ilas "9 u ten and Complete wrth all fimngs and hardware,as�ndKated D Holes and conneevonf for the work of oMer trad�shall be prov�ded and connxuons 0 When a q eq p g � Z Ma�ufxturers to be made thereto unless o�herw�se�ndKated B Su�faces co be Dainted shall be dry free fron durt clean snd smooth and ade�uatNy pprovai �s wen 1or use of ui ment drtfenn �n detail dimmsion from that �` 2 Fumish a�d install sll fiestroom Accessones vroTecfee trom dampness shown on draw�ngs in reaard to ioundations space of p�pmg ducr work w�nng mwla � a Bobr�ck Washroom Equipmene t�on etc changes reqwred to accommodate wch d�mension ditferences shall be � Model A 8 165 3b24 Model x B 165 1824 E All Ra�l work throughout shall hsve xnooth}lush weldetl�o��ts�nd all snqle ra�l connec a Toilet paper holders(1 per todet stalll uons�ntl spl�ces ehall be neatly mad�to develop smoo[h,umform wrfaces.Anchorage ot C No surfaces exposed to outside stmosphere shill pamt 2pphed m damp rsiny or other accompi�shed at no con to owner � b Meek Manufacturmg Co r�ihnqs t�all be made as��kat�d euher tappad and bolted w wNdtd at the opuon of w�se�rxiement weather and m no event when tmperature�s below 50'F 19 2 SCOPE OF WORK b Coat hook and bumper(1 per todet rtall) tfin co�tracco� unless otherwix mdKaced SUndards occunng at concrece sha11 de an - . P O Box 1287 chored to concrete work bY maani of pour�n sleeves or �ncnor bolts, as �ndKated D No ename�shall be appl�ed when the temperavre to wh�c��2 is expo�d in applicat�on�s fort Smrth Ark 72901 below 60 F nor shall rt be aOPhed in intenorereas which are not closed and protected A Prov�de eomplete systems as called for,and/or shown and/or speafied induding but not c L�vatory mounted soap dispenser 11 per smk) MadN Snap Frame 18 x 24' Snap Frome 24 x 36 F Pan type stairs shall be furnished and metalied n�rrdrcsted us�ng channe�rtnnqers at sta❑ irom drah and duri bmited to the ollowmg d Lavatory mirror(1 per siqk or as per drawings) runs Note that the header at floor levds only w�ll b�furnahsd end installed under other , c Accesso Speaalues Inc headingf, sll other framing hanqers and tnmtmng m�mban wdl be by this contrxtor E Pamt etc shall be mixed and held for use in dean containers maintained m proper mix 1 Sanrtary sewers atorm sewen cleanout,etc outside of bwidmg e Electnc hand drye�(1 per washroom) ry p g ture and Iree from scum or settlement thorouihly eovered and sealed when not in ac[uai Model JF600- 18 x 24 Sta�n shsll have metal ans at treads and landin Sain sha0 be sccuntNy anC neatly Model+e600-24 z 36 frametl and asumbled making provis�on for fills, etc Stnng�rs shall be fumisheA w�[h D�aea o1 appl�cauon and shall be removed c�ly in sufiicient quant�Ues for exh work 2 Sod waste and vent p�p�ng m building i Paraple9�c grab bars(2 per parapleg�c to�iet stalJ) P clowre lsees at ends of runs. Sa�n shou wsta�n a Irve Ioad of 150 pounds per squar� pe�1Od 3 Ftoor dnins d Miam�Carey foot , � g Vanity(1 per sink m washroom oniy - see drowingsl Model+f9306- 18 x 24 F All pa�nt and enamei shall unless otherwise pecifically prov�ded be apphed with hair G Work sha11 De eretted neat tquare,p�umD straiqht true accurstely fttted and with tight brushts evenly spread and weil brushed ename shall be evmly flowed 4 Water heater 15 3 METAL TOILET PARTITIONS Made�x9310-24 x 3fi . �o�nts and �ntetsect�ons and shall be adequately re�nforced and anchored �n place AII " ` - - bolted erection and assembty connections on f�m�hect surfaces shall have smooth cou�ter G Ail work shall be done in a neat and workmanike menner by skilled mechamcs and�hsll 5 Plumbmg f�xtures. E Electr�c Hand Dryer wnk hea0a All ex be un�torm �n eoior texture and appearance t shall be smooth and free from runs sa A Partition panels and doors shall be made ot two sheets ot galvan�zed bontler�ied sheet posed work shall b�f�nished smopth w�th even close�oints arxf nwt �' 6 Exterior�nderground water piping connect�ons defect�ve brushing crawls and l�ke meeharncsi mperfeet�pns r[eel, 22 gauge for doors, ?0 gau9e for pamt�on paneis completely filled wrth sound 1 Recessed electr�c hand dryer shall have one p�ece cast �ron crver wrth aud rcsis2ant dtadMmg honeqcomb hller cemeMed and assembled under pressure comb�mng sheets porcelam enamN finish Motor shali be of unwersal t e iliCH P wrth sealed iubn 7 Extenor underground gas piping ` and board�nto a 1 'so1�0 siab for panels and doors wrth edges of sheets formed and sealed YP i6 5 SHOP AND fIELO PAINTING H At compieuon all paint,od and stains shall�removed from walls floors,woodwork cated ball beanngs resd�ent mounhng and be protected by a 2 amp tuse Heabnq gtass hardware and all other similar rtems Touh up and restore finish where damaged or 8 Gas meter sernce and regulator installaUOn wrth conunuous 6val crown lock�ng stnp Lockrng rir�ps on doors and panels shall be e�ement shall be protxted by an automanc urcwt oreakei Atter ecnon of push q All steel �tems turn�shed under this heading shall prwr to sh�pment be thoroughly clean defaced and ieave ali�n first class condrtion mitered welded and fin�shed at all co�ners The door edge shall be electncally welded bot2on hm�ng mechan�sm shail be des�gned ro operare 30 seonds Entire dryer shail ' together with weltls spaced 18 apart arountl the ent�re pu�meter ot ihe door Panel and be UL��sted Nozzie co be hxeo m a downward PotiUOn ed of run scaie greaSe aM ail damag�ng fQre�g�wbstance and oa�nted ane snov coat as door umts shall be remforced mternaiiy an0 Dre pierced to� appl�caUOn ot frttings and here�nbefore specihed Concrete encased steN shalt be cnoroughly cleanep omy Steel . 9 Water mete� and sernce�nstallation ' hardware Generally partiLOn sect�o�s and tloors shall be 4 10 h�gh but othe�stan 2 Manufac[urerz to be work to be painted shall be g�ven one coat of paint evenly antl thoroughly brush or spray 10 Water and gas p�pmg dards of he�gfit may De quoted sub�ect to frequen[approval applied only to dry wrfaces and shall be leh free from runs sags or other damaq�ng a 8obnck WashrooT E qu�vment �mperfect�ons and shall be perm�ttM to thoroughly tlry be�nre sh�pment 11 E�ectors B FitLngs sf+all be extruded heat treated pol�shed and anod¢ed alum�num ano� Base of Model s8 1q0 p�lasters shall have a 3 h�gh tnm cover of pohsfied stainless zteel 8 F�eld pa�nung in general will not be reQuved under th�s headmg, except [hat all heid 12 Hangers,sleeves valves cocks spec�att�es pipe cwenngs etc , connect�ons sha11 be pa�nted One coat also that an addit�onal coat of pa�nt shall be ' C Pdasters shafl be fo.med similarly tcr part�t�on panels except they shall be a ti thick o1 apD���d ro alf steei wrfaces wh�ch a�e budt �nto or conceaiecl by masorry or other con 73 Cutt�ng patch�ng test�ng cleanmg excavaung backfilhng etc i6 gauge and shall be interna�lyi re�hforced a�ong hinge and stnke edge to allow n9id serucuon after �nsYatlanon and rt�at senous abras�q�+s to the fhop c�at shalt be spot support for all fiardware mou�t�hgs Qnasie�s s�aP be fastened to Floor w�th concealed McD 1403 15-5 � Pa�^t!tl � 14 Connections to krtchen epu�pment fasternngs appropViate to the iloor fin�sh Mc0 1d03 16-2 McD 1403 15-1 McD 1403 77-3 McD 7403 7 - • � �. b World Dryer CorR f � 5700 McDermott Drrvt CHAPTER 17 ► D. Hardware -All doors shaN be eqwpped w��h concealed,controlled grevrty rype hmges Berkeley III 60163 PAINTING - 19-3 WORK BY OTHERS Upper and lower h�nge brackets shall be of heat treated high tensile cast alummum alloy Model tt RA ' ' CHAPTER 18 a Food serv¢e equipment �nclud�nq faucets drams and ta�lp�eces wiil be furnished by f�nished to match the pdaster,and shall be factory mounted on the pdarter in posrt�on F Parapieg�c Grab Barx COORD�NATION OF MECMAYICAL 7RA�ES Eqwpment Manufacturer however, t�nal water waste and gas connecuons �ncluding and so des+gneti that no bolts are externally vis�ble, and no port�o�oF the bracket over 17 1 GEfvERAI CONDITtONS traps aro by th�s contractor laps the fro�t o� back external wrfaces of the pilaster beyond che locking s[nps Top - t �rab bar shaii be constructetl ent�rel of t 302 or 304 stairless steel and shall have PLUMBING ELECTRICAL HEATING lND AIR CONDITiONING hmge prvot door bracket shall be recessed m[o the edge of the door approx�mately 2 Y �pe A Tne Ge�era� Cond�tions of the�oMr&Ct and the Supplemmtal General Cond�hpns bourxt b AU�linglnlion snd carbonanon I�nes be�ow the top with steel p�n operaUng�n O�i�te beanng,mounced wHhm[he door nruc e m�n�mum 18 qauqe wal� tn�ckness Exposec7 wrtaces shall t�satm 1�nish Grab bar nerew�in are part of tms spec�lK�r�on Th�s contrxtor shalt Conwlt them m detail for c All pipe sleeves through floor slab turc Bottom hinge w�th integral hinge bracket shall wpport the weight of the tloor and shall have outs�de diamete� ot 1'l, Bar to be 51 �n Iength,nd mounted 33 above nstruct�o�s Derta�n�ng to work unde• th�s trade A�t b�Cs must be based on matar�als � shafl be cortq�letely concealed w�thin the door structure Operetion of the door shall be fin�shed fioor 18 1 STANDARDS CODES REGULATIONS ETC 0 Construction of sump p�t and gas regulator manhole where requ�red co�irolfed by oppos�n cams under s rin tens�on mounted o�fixed vertical sPecif�ed as standa�ds 9 p g pintle Hinge shall 6e ad}ustab�e to permit door to eome to rest at any angle and to hold door open or 2 Manufaccurers to be t 7 2 SCOPE OF WORK A Equ�umen� dev�ces apparatus systems and nstallat�ons shall be entirely suitable and e Electncaf w�nnq and safEty switches or urcurt breaken reianng to+a��c+ eec �o��md safe to• each mterxied appliceUOn (dunng corstruction ad�usting test�ng and usel and inq system - Gosed when not Iatched A�I moving parts shall be self lubncat�ng Doors shall be equip p equ�rements rules regulations and codes, i Miam�Car be�n tull comphanCe wrth a plicable Standards r ped w�th concealed tatch wrth face mortised flush wrth edgmg stnp and cast alioy � A The work mcluded under th�s heediny embraces all labor maun�l eqwpmmt scsffold statutes ord�narxes etc ot MUNICIPAL, COUNTY AND STATE GOVERNMENTS f All T & S sprey fixturos to be tum�shed bv Food Ser�ice Eqwpment manufacturer ehromrplazed combination toat hook and bumper appi�ed with theft proof screws Model u6508 �n and se�vKes necessar for and reaso�abl �ncidentat to the rime and fin�sh 9 v y D paint o1 LOCAI UTILITIES AND LA80R FiEGULATONS 19 4 INTERIOR SEWERS,STACKS VENTS L2tch bolts shall be stamless steel and exposed exutcheon plate and handle shall be o Bobnck Washroom Equ�pment the fo�IOw�ng A Underground or under floor sewen wrthin the bwiding and for 5�0 beyond the bwlding Model z8 6193 18 2 COORDtNAT10N wal�e(CI(1! overhead or wspended sewer: (CIU) branches,so�l waste and vent stacks, pol�shed chrome-plated casi atloy non terrous metai Provide on the pdastet a ono-p�ece � t Extenor All exposed met�l cortstrucUOn of every descnpUOn(exclpt aluminuml�n heavy eaat non ferrous alloy stop arxl keeper chrome plated aM pol�shed w�th 3/4' - clutl�ng Ibut not limncd 201 s2eel hntels handraJs vmufators, gnliet praungs and shail be extn heavy cast�ron sod p�pe and fimngs thoroughly coated wrth tar vam�sh G Van�ty ��, A Certam moro�s d�sconnects starters controls multispeed switches,ete,are provided by with oakum and lead eaulked o�nts diametsr rubbe�bumper locked m place Stop and keeper shall be through bolted with trames metal doon and tnm ezcep� doors�nd irames sptafied to be prel�nished Heat�ng Plumb�ng Air Cond�tion�nq Contracbrs, who unless otherwise noted,will also � � one-way head bof[s. ' ' B Stack shall �v 1 24 w�de x 17 deep as manufactured by Sears Roebuck or pual Style to be e�ther vrov�tle aft controls and eontrol and mam lire wmng trom nutiar hox•s and final con _ 2 Intenor necuons E�xtneal Contractor shall check E F�rosh-All wrface�shall be thoroughty cleaned of all grease and blem�shes and g�ven a Clamc or Contemporary designz Doors on van�ty are to � screwedhlosed usmg , steahcat�on lor al� uther tro�•s to evoid 1 Be wpported at each floor level w�th a pipe reset or p�pe anchor p pr�me coat over whieh shaU be electrostat�call apphed a s ntheuc firnsh coa[of hi h Phillips head screws in an attempt to prevent vandalism y¢ prov�de maintenance duD��cstmg work to be prw�ded by othen (J Y Y g � � AII exposed woOd construcuon of every detu�pbon �nclud�ng(but not limned to) 2 Be plumb and straight . � access �f requ�red Van�ty top to overhang cabinet on 3 sidq i and shall have a 4 tempBnture bake-on endmel to produce a unrfo�m smooth lustrous protectrve finish�n tnm mouldmgt pose no stress ot strain on qranches or connecLOns. color as w�fl be selected by McDonald's Eng�neer from 'Sanymecal' range oF colon backsplash B Be�ore any work �s installed and before anyequipment �s purehased,Controctor shall ' 3 Shalt�m caretuu� �neck speuficahons aM plans tor e�ry and any lack of eoord�nat�on between 2 Van�t to to be made ot 1 ' Nova b Ali expoud metal construttion o� every dexr�pt�on (except �s here�nafter ex C The top of each vent stack shall be vented tfirough the roof by means of an�ncreaser - V p p�y covered wrth formica�nd shall vxtude a 1%: his wo�k and plans or specificaLOns or�ob eoidrt�ons shall be immed�ately reported to F Manufacture In general, all Flush Metal Todet Part�UOns shall be Normandie baked tludedl includ�ng (but nat limrted toY metal doors, s�i expose0 Rructur�t steel g ge q p Clesnoun shall be full sae of pipe,eztended to surface of wall or floor wrch 45 degree enamel typeasmartufactured by the Sanymetal Producu Co Inc ed9e faung McDo�ald s m wnt�ng Atl pumps, tanks fars, motors au handhn umts,refn ratm _ members all sta�r�tems lexcept atum�num) and eli other m�scellaneous uon ind urnts f��ec�res equipment dev�ces switches c�tlets,etc shall be pos�t�oned to avoid all f�ttmg and closed witF1 brass flush,countersunk plugs 3 The plumb�ng coniractor shall prov�de the lavatory cut out pa4ern steel and hollow metal�tems �nterinences witn and to assure proper coordnation w�th work of all other trades part� G Ereet�on in Gmerol ' � uons waus cabinets co�nters wall, floor ad ceding Oattems Archrtectural features E Prwide cleanouu � 4 Alternate Vanrty top and smk combmation as manufacturet by Sears Roebuck Co c Ali exposed eoncrete and co�crete block wo.k throuphout ' etc qu rKeiud d2vite5 hxtures e�c shall braorCinated with all wa�l floor and ceding ' 1 At base of each sod waste or drain rtack � 1 At all po�nts where connectw�s are made to pamuo�s fastenings shall be made by pattem: 2 At end ot eech run to be polyener imitauon wn�te marble 24 x 17 7/8 d Atl exposed gypsum wallboard throughout , , means of approved expansion�olts and sleeves ,. 2 Al) assembl�ng and erection�hali be performed only by exper�enced mechan�cs and H Instatlation � C If Contractor fa�is to call such tack ot coordina�on between piens specif�cations Work ot 3 Where shown on draw�nqs � N e All exposed elecv�cal condurts fttt�ngs boxes,pane�boards pipmg bpth covered other trades and �ob cond�uons to Archrtccts attenuon in wrrtmg before any work it C N L erection work sha(I be accomplished in Stnct accordance wrth the manufacturer s and uncovered,etc in a�l areas and �ncludmg a11 access peneis�n w�lls tor other done or betore eqwpment�s F Where auP�Keble co0es perm�2 the followmg construcoon may De wbstiwted �n above 0 N � instruction and recommendahon and/or the best modem methods All work shall be 1 Installanon of atl items under this headmg shall be done in aneat and workmanDke � purchssec! �t wdl le assumed that no rnnfhcts exist the ground locations y •� � r,r manner completely xceptable to MCDonald's Eng�neer mecharnca trades M � � C mstalled in a neat and workmani�ke manner and the entire�nstattation shall be leh m S 18 3 PAINTING 1 Soil and waste rtacks-Type K copper with sweated recessed fitting�at perm�tted R M V O , perfect eond�t�on and free from all abras�ons or defectrve paneis,doorz or hardware , f The Scopes above shatl also be�nterpre�td as�xiud�ng the thorougA cleamng of • ` N ,� 2 Soil and wasie lines ma Oe P V C as permitted .. N L � all durt and dirt aceumulaUOns irom aIi wrfates to receive paint pnor to pnrtx A Equ�pment shall have ma�utacturer s standartlt�mshes equivalent to baked enamel,and Y O l0 � V � 75•6 RESTROOM ACCESSORIES - paintmg and the thorough cleamng antl und�nq ot all pnme coats prwr to the shali not be ob pa�nted unless othawise � "'� V start of finish a�nUn 1 spe�fied or ca(led for nn Drawings No pb G Whers poss�ble cast �ron sewers a�d branches shail prtch down ''. per foot but not less O a Q a r, A Todrt Psper Holders p 9 painting required than 196 Branches arms,connec[�ons,shall be sloped% �n 1 0 where possibie � O � C � fi i 3 The work extluded from this hesdinq�s�s followt 18 4 CUTTING AND PATCHING H Connect�ons ro sal waste, and nm stacks and downspouts shail be at 45 degrees,those � �,N � A Q M 1 Recessed multi roll toilet nswe dispenser shall be co�structed of type 304 or 302 to vent stacks may be at 45 de9rees or 90 deg�ees • C � � Q N \ rts�pless steN all welded construction H�th satin finish on exposed surfaces Flanges. a Ali fin�sh work indKated as sluminum or sta�nleu steel rs not be s�nted ; N � � � � C �iti shall be dnwn ane piece seamleu construcuon Unrt automatically drops extra co�let p A Generai Contractor wdl prov�de�chases openngs, recesses etc in new construcUOn I Connec6ons to r[acks and sewen sryall be arranged so that operetion of any fixture w�ll ., � m O 0 Uswe r011�n place after bottom roll has been used up Door shall be equ�pped wrth � b All exposed plumbing hnes spec�fied to have chrome(imsh shall not be a�nted Where so �nd�cated by each Mechan�cal E�ecu�el oi uthe� Cuntractor Each Contrector not taz�u fluctuaUOn of water level m traps o(other fixtures A � C � P s�ali fum�sn�nformat�on to General Contractoias to sue locat�on etc,and shall provide b �" O � � V tumbier lock Thera shall be one(i) to�let paper holder for each mounted on metal 19 5 WATER PIPING ANO fITTINGS A 0 t0�let and sec�n o�ace all boxes sleeves,�nserts,forrn,ete Q O a � pape�holder}or exh water closet throughout the bu�lding e�ther mounted on � c Meza�toilet partitions wiil be furn�shed completely firnshed r. 0 ` i � metal to�let partrtions or masonry,as the condrtron may be mdKated by the plans � • � A All extenor underground cold warer pipmg shall be type K hard copper tub�ng unless i. B If he feds to grve the reqwred data tp the Geieral Contractor m time tor openings to be otherw�se noted on the draw�ngs AII water p�p�ng�nside the bu�ldmg shall be type L' Q V m , � •r. Where water stalis are ad�o�ning, the toilet paper holders shall be mounted back to • d All shop coats ss speat�etl under the vanous headmys ' �eft o� if he fails to sei boxes sleeves �ns�rts forms etc Mechanical or Elettncal hard copper tub�ng Alt water p�p�ng inztalled m the ground under�he buddi�q shall be � �► � � ��� baek �nd m all eases fartenings shall not show on the oppomte s�de of the partiCion Contractor shall do required cuttmg and resto�ng Opemnqs chall be accurately lOCated, type l hard or soh copper tubm FitUn s Tor copper p�p�n sha�l be co g g g pperorwrought � HoJden mounted on masonry partitions shall be toggle oolted MtD 1403 15-5 � neatly cuc a�no larger than neceuary brass � A ' . MCD 1403 17-1 Q > � ' �o,aoa . M�o ,ao� A P P R 0 �/ E D 79-2 _��.T:, ,, c ��i`Y4...0� Date -�"`'� - - ..�,ti �;, McD 1403 18-1 J/���� _ �j wy a , . -'---- �----------•----- - ;�fi�'�.� �� �4�� '�" � � Pe�m�t # ----------- ----- "_���'d ,._ � t.A ,;,- -��=. � . �.�. , ' ' 1nsp. __��--� --- ------------------- �"�, '`� , , <,} `< �---=---------- �' , .,n r.. 'F a, . , � � � E�,GLE COU COLORADO � � � ``,_ ` " - x ,�,�, ��� ,. 'f � '��"� � , N � ��� ,�i � R. �.„ i „; )�t M1• � . _ _ APP����,� . , .}_$ xr ., . � , � FQ� . :. . CONST�U��-� �{,z,� iy. 4 . F,�. . . � ON � . , , , � 1 � " " ` ' � ` ,, � �- � � I � - . . .� � � � ,�� �• �� � r � , ' ' � �� ' - � , ' �� , ' v ' ., - ' * � • y , .., . , . _ H � , ' ' • ` �r � ..�. ' ' � �� 9 1 � ' � � ' . � ' � -» � � . �#w '` ' , � ' ' ` , - ` . 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W�re Connecton,or an equal spprovad by the Owner Sphces and connecUOns to conduc � � tors larger thart No B A W G up to and �ncluding No 4/0 A W G shall be by means of ' � comprest�on type connectars, Bumdy Gnmpit, or sn approved equal All spl�ces and ` ' . conn�ct�ons larger than No 4/0 shall be Burndy Long Banel Fiydent type or an spproved , , _ equai Alt barr wrfsces of 220V reced conduttors or less shall be�nsutated wtth Scotch � Vmyl plas[�c bxkmg tyPe e{�ctnc�l bpe ' , - , G Starters, panels I�ne swrtehes and simdar appsratus shall be mounted seturely to walls � eolumns wrtA;4' separet�on irom same L��e swrtches and starters chall be mounted near Y ' �� motors at umform he�yhts sbove floor � " C ri � H L�yfiUng fixtures shall be mounte0 at eeding and at indiceted on drswmys expansrve � , � t�i M � m w � anehw iyDe mserts Ackerman Johnson or an approved equst by the Owner and shatl be �l � � ` N � � � � mstalled m�ecordince wrth the Manufacturer s recommendstwns i � .� O � � , � a a N � I Furmch and mttall all w�nng for motors starters and push buttons �n sddition to ail ' . � O � _O � _� othlr power and cor�trOt w�nng slt n s�own on Alans antl conne�tion d�agrams How _ � ever motors wdl be mstalled by others 1n c+ses yvhcre tht capxity or rstmg of the � � �� � eqwpmen�being furmshed is bssed on tne raun9 of��p�^be�ng furmshed by others • . � .: V � C \ � weh r�tin shsll be conf�rmea belore Durchas�n the i N � _ , � J Telephone al�rm and s�gnal system outiet Do.es shall bt tta�dsrd outlet Dox type where ` � � = Y � � � " oniy one condurt snten same unless otherryne spenfied or�nd�uted ort drawinqs where two o�more condwts en[er outlet boz shalt�e 4 11 i16 wrth awtable adapter cover nnt� " � � O 0 except whero othervv�se �nd�cated on draw�n� When underground telephone serv�ce is Q " �` t requved, wpply anA mstall cpndutt frcm pudd�ng to D�operty line Untlerground tele � Q V i. C •• � � � W � � 00 3 A phone serv�ce shatl be uud when powe�xrv�ce �s alw u�dergrountl Confer wit�TNe l ' � V Y � m O phane Compsny for locst�on o�all sernce imaerground or atr�al sernte � ' � � Q t - � � � ; Z K When bwid�ng ventdst�o�condrtions are sucn ehat au may flow conunuously in condutts � _ � wusmq condenuuo�and the colleCt�on o1 mo�tture the condu�ts shali De sealed at eaeh � � M A� , end wrth s p iable Auct se3l�ng compourW such sz Duct$ea� puae�� or Kente putty ' � ` L A�I wira snd eables numbered on wi�mg d�a9rams sha0�e labeled w�tn adheswe Bradv � 0 1 markers or approved equal by Owner at each term�nahon po+nt � M All condudors sh�li h• ConUnuous from outle[ to ouUet No sphces shall be made , N All tonneetions to motors soleno�d valves pressure swicches I�mrt swrtches and simdar � appantusshsll be fk�ible conduit ' � 0 Ezhwst fans A C umts wrth disconnett swnch wi�l be Suppl�ed by others but all neces ' � sary connections and winng to same�s vart ot[h�s specrficatron 21 14 EMERGENCY AND EXIT LIGHTING SYSTEM . � . A N shatl be thr resppns�b�hty of th�s conttecror to obiain requ�rements and approvsl from - , �ocat co0e authont�es on emergency and exrt hqhung i ' McP 1403 21-5 � , e . � y 27 15 CLEAN UP A The CAntractor shall at all nmes, keep the premises free from accumulauons of warte • �� matenals or rub6ish caused bv h�s work,and at the comp�enoR of the work shall remove hu rybbish tools eqwpmen[ and wrplus matenals, and shalt leave hn work cfean antl ready for use � � •r � - � a _ �o ` c , o O .,/ cV � ` < 1 � 1 n Q1 ' ' -_ � � • � , � . i E v • ► ` , ' ' i \ , � � • • � � . . � � ' � • - < McD 1403 21 0 t ' , -- , � I � ' - ' , U l � � � • , / � � � • /1 1 - �` { - � � � � 1 � • � 1 • � • � }. � � i • �� � r ' � � 1 � + � _ ' rl , " _ C �� ` , , , � • . o �n 3 , � � � C ' � - A 10 t0 � v 0 _ �� . ` - L Ai C � � � � � � '� � Y V . , {� p � = 9 V � _ r < T C � .,�n � o � �' � � � M ` � . � �N � �. 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L 3 x 3 Y '/.'' � � � o -0 /. , i_ _ �, I `� � � � , i �' � W/ CIIP ANQrLE � ! �' ^ . � �., , � � � � . � I c�' � 1 i i 1.gsti� ANG�E '� �� - - - � + �, 55 , � �--HEA[�ER�`� �� � i ! f I � � � i � I • • • ��a► • ��' i0 'k --i-`--- + — - ��. .� �� .1 , —�- � � �� , MANSARD dEARING R S ,� � I '�I � � r ° ! � ' � :- ` < ; ' ,� ,� , ` � i 3 � � _. i ' ' � ao - .-�.- _ - -�- - -- -, �+----- ---- ' I ' � 1' � 0; O�' U� O O � O) � O U O � ► �. , , � � � . . , , , � � - i , ' � 'I � i � - � ,; I • ' � ��� � � � . � � � � j � � � � � DETAIL�A� DWti. Sd - ! � I � � � � � ; ; � . , � � . � � '� � � r � I � � M/�NSARD I 1 I i � I i FRAME � I , (� JOIST �EA�ING ��5 � L---�-JOIST SEAT- � ' �, { � I , SEE DWri� SZ � , > , � , � I ; , 8 WAII 1 0 T P. 2, � I I . � WALL ���HIP MAN� � ' � , 4 i , � i S 4 � TYP. EA. CORNER � I � � I ! � ' � ,�, . .n / N I / H i // � n• � � � i .r . d � � y i r i � � • �__4-4 _ ' 1-11 4-0 3-6'/� 3-9'/� 4-0 3-4'1i 3-6Y� � 3-6'/� 3 SPACES �4-0"a 12-0 1'2'��� � 3-3'/� . , � 48-6~ _ j � a C N � � • O N � ' p �► _ , , � APPROl� ED q w � „ � ° RaOF FRAMING PLAN � .. p q � C � r, , , , � . � Date --------°��ia�?�----- ---------------------------- ° a � c � " ` SCALE� /. = 1 -0 •- - � o Permit # - ------ - - ---�-6&d ------ -- - - ---- ---- � v -;� _ '° � M � +_ � ----- --���-- � � �n — - �,�.. C _ Insp. --- -- ---------------==- 3 _ q o . EAGLE C0�1 , C(�LORADO Q w o o � O c� c O � 3 � � �• � CONTR. NOTE� NOTE� DESIGN CRtTER1A _ � � °° � � ` x V � < �-' _ � � � � O '- '�, � 1 ELEVATION TOP Of CONCRETE BLOCK WALL 11�-4�� TYPICAL 1. � DENOTES ITEMS fU1tNISHED dY STEEL FASRICATOR 1. ROOF LIVE LOAD -40 P.S.F. �.,,,r�„y��,;�;„ W - 2 SPACING OF JOIST BEARING PLATES IS CRITICAL 2. ---� DENOTES L1 x 1 � ��g HORIZONTAI BRIDGING 2. HORIZ. WIND LOAD-Z5 P.S.F. �.,�j�;y� ���, ����;'��",�M��` � � 3� SEE DWG. Sr FOR ROOF PERMADECK LAYOUT � DETAILS TOP � BOT. CHORD (SEE PLAN FO� SPA.) 3. UPLIFT - SO P.S.F. ��_'��;`;,�n• A �` ', t , ` , , ,. r i t � ,;�;''" < 3. ERECT�OR SEE bVNG. SZ fOR ERECTiON SEQUENCE YA ,.y , �� � _ 4. ERECTOR SEE CVNG. SZ FOR J IST SEAT SCNEDULE ; ` ��. �'"AT�r,,,,�-`; r� � . � �`�-�, NOTED ON THIS PLAN THUS �1 �2 O3 ETG. ' 1 �,a�:�,� `, �- 5. • DENOTES MANSARD FRAMES REQUIRING ANGIE EXTENSION �FR � � ���� ; ~;� M; y .,� •, , ;`' , � ` , qP��a�`�� �'t�R �. ;.=h��+kr .-�� �� y � � 6. � DENOTES JOIST 24H11 2O8 3O COLOR CODE MK J11 �/1ft,���� :�4_!,'�w�-y - F� � .., - ` f �.J1�1 ���[�� �� . , , t . � - �s_�,,,� � � � - _ __ �._. _�� 1 � , • _ ',,_ � � � , - , N � f�� ,�`1 N M � I� JOI S T S E AT S C H E D U L E ��,, � o �- S T E E L E R E C T I O N S E Q U E N C E S U G G E S T I O N _ • °C . � - o . 1, BASEMENT COIUMN ANCHOR _ BOLTS;_ SET IN CONCRETE __ FOOTER ( If Applicable � ,JOIST � SEAT MARK SEAT DEPTH � SEAT MAT� L Z � _ • Z. BASEMENT PI PE COLU M NS (If Applicable) z ' � � ` � , � . 3: EMBEDDED AN G L E F O R S T A I R ; S E T I N F L O O R S L A B + O - O {I f App licable) O p " N o � � � � . 4. STEEL LINTELS ( If Applicoble ) - -------- - - --- -- - - - - A i A A o 1� m . 5. BEARING PLATES REQUIRED FOR BAR JOIST & MANSARD FRAMES � 2� 1/4�� PLATE � °a a ,� � ,'�, , � • 6. BRLDGING AI�ICHOR RODS ', - - ----- - - -- � `' � I � '��l : � � M c � r 7. BAR JOtST SEATS (Heights vory) , ' � 3 � 3/q�� PLATE .. � - � � = N -- ---�- — - - � - _ O _ — -- ` N — �/'� _ 8. � STEEL BAR JOIST �' �' ,, _ _ _ __ � � _ a _ Q - 9. HORIZONTAL BRIDGING ANGLE ( To 8 Bottom Chord Of �oi�t) r , 1 p � P�ATE » � a �c . p � 4 1 �4 �TUBE �0 G o ' aJ - - - - � f _ 10. STEEL MANSARD __ FRAMES � � - - ---- - ------ -� -- -�— W o � m` � m J V ' _ 1 1. A L L S T E E L _ R O O F O P E N I N G F R A M E S_ } '` , O 2 uo c � q o � ;� Z lZ. Z TUBE SIGN SUPPORTS WITH ANGLES �, ------ - ------- ------ - -- - - -- o ,� ; 13. ANGLE HEAQER AT TWO MANSARDS ON REAR OF BUILDING � 6' 21/2� i do 0 0 � 1 4. A N G L E E X t�N S 1 0 N S A T R E A R O F M A N S A R D S N O T E D O N P L A N T H U S � � ---- --- -- -- ---------- -------- -- � _ 15. PLATE � HANGERS AT EACH _ CORNER REQUIRED FOR HIP MANSARD FRAME 7� 3" ' do �----- - - -- � � • I6. PERMADECI� WITH CLIPS ' - - - ----- - --- ' -, -- _ �_ 17• CLIP ANGLE WITH _ BOLTS, ON_ _REAR OF MANSARD ( Tie Mansor'd Framea Down To .loist Thru Dsck,) ` O$ 31/2� � �Jo - • 18. EXTERIOR LADDER WITH BOLTS � � -------- --- -�- ------ - - 19. BASEMENT STAIR WITH BOLTS (If Applicable )_ ► � 4�� do � 20. HANDRAII FOR BASEMENT STAIR ( If Applicable ) , - ' _ _�_ _-_ - - — --- ---- - -- - , �1 45�8� � ' d0 --- - - _ �_ -- ------ - -----}-- - � , ,t ; 5 �ia� � do � � • DENOTES ITEMS THAT CAN BE ERECTED BY THE GENERAI CONTRACTOR -- -----�- --- ---- -^- - ---�- -- � - � 1 Z � 5 3�4�r d o � - -- -�� — �� , � � � , � � s � do ' , � - � � - � _ � J ' � � , a L ' N , � O � � � CJ ' ` � � � 'J1 v Q i � • � + 1 � �a � � � / • • , � * 4 f . � � K � � 1, / � _ _ � �, � ��� _ ` - � i i � ` — - � , . �i � � - U � � - - • \ i � � V � _ O N � O ♦' A A � �r V p � �I C ♦+ .. p A N ir � � o a d ° a � � . 1� p t � �. �. , --- C V � � ro �� ++ � Q M � _1 � ' . _ N ` � ` C � . � APPROVED � w o ° � �� v Date �a,l � � c p � � i � .� � �• -------•-- - -- -----------•-------------------------- � ' o � m . a � ; � Permit # D��O . � � � v � e , + • � Insp, _ '-"" _._....""'..... .... ...........��c•` i O v t EA LE COUN , COLI�f�Adt�,��-�-:� - . �� o r' r ''�'�.� .,h. ��k�,i'e W � �t'� r�I r S..�'�°ti,i� f'e' E: '`Z..f�i +. � Y✓S� F'�fi`4� # Y A t� � 4a � '6 _ r�,�G. �`. .rt + l �`.,� ` yv+eY r� � � araj ,� `7� '�¢,;•wR��vt� �� �! � � • T � � � �v.w T ; � ��f�';'wfn C 4 � , y � \ � r�4 b 1 i.d ' t � _ ^ R,�g �? 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I( �i ,� ,�-_.- / O w � C ,I 6 �' N N C +�+ 'i I;� i ; ' �� , �FLASHING �� , ► � �'�,' ',� � , ' _ __ _ � o a � o � t � � 4 x 4 CANT STRIP ' � � -�� / �i� 1� \\ r r � ----- -- — + /, f ` 1 — — -/ - -- � =---——- ` PRE-fA8 MANSARO ' � � �� � o C 9 � � � , _ _ �./ � �� % ---�- —+-- �'��—+� V N � A � r � �� � . k- ' � --- , \� �� ' ��I��� , � � -- ,� � FRANE ° � . . ' ' , ' � ' X - 'I 20� GALY NA11.S � , / � � � 7�, . ��', \ �" .�. � `!�� ; M w .. � .. C � I'` �`, - • -- - - ---- ' ` % � ,li� \� - - - -- - — - _ - — - --� � � � � � r i ' .L: :2. -� l:r+-r2-.� '_ ' � �\ AT 2''Ow ��C � � � � � ` � C 0 O � # �� ' � L" �t��_ ' 'I" � '-' � ,I �� v � , t i� � e I � 0 0 � � r. � �I- �c:i:. � �Z1 Lt: :���: �� . � � Ii� �O '{� Gx1 �- �i � ` � � 7 - �,� i' � , � � � � �� � i 1��� � ! Q � � . a C. � �,,, , ' i , ` - - j �--� �� 3 I/2' �TUBE 1M/PLATE " ' � , ,� �� , 1 t �i, � �� .l ' � / �i�� �• � � '�t V � t , i��1 ,; � ; ,,, .� � i � � �. , � � ; ��. . \ � o ; � , ������1 � o, � / � � "_ - � , � t I! �,�i * , 4w � '� �I '��, 2 r�_�+�--, '. , ; � / � � ; �/� ; ; 4 , � ' , , A8a �' '" `. , � ; / i ��;�� +"^ �" j PRE-FINISHED SOFFIT « � '�� / I �I , ' I \ � i {` y. _ • r • � ;� , L _ � G i ,,i ' � _ __ _ T 1/2 x7 x 1/4 BEARtNG PLATE ,� '� �� P x 10 FASGIA GALV META� FIASHI?16 . I, _ ;�, W . , , � � + �� < �� � ' t �{I I�TdMPCHECK INSULATION � \��\ � I I • � ,� ' } W/2-I/2 � z 6 ROD /� � f � `' � � p � 0 �! E D r I ' ,� , � , } , x3xi/4" BOLT W/ LOCK 1NASHER , � , � � Date ---------------------- R 8 . 2 I/2' PERMA�ECK ' � � TiBHTE�1 IN FIEtO BY Q C ._y , . � „ _�� � - - - 1 ------------ ---�'/!--,���. 2 f ., � _ _. -- � � --- � � --- --- --- Q - . , � — _ ,_�� r � , / \ ��� [' -- ..�—t. r � � _ +.: � - � . 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C ( 4---fRAME �EYONO � , . , . ° , � , . , , � .r 1" TEMPCHECK INSI�L.AT10N ` = r+ '� , ' � � . , 3MAKE_ sHINOLE� ` �� , 1 , 2 x 4 PURLIN (T1fP.)t „ o tr P�ftEFABRiGATED INAMSAI� FRAME FROM� � � � 2�� PURIIN {1YP.) y ` ° � - ( � � � V!� � 1 � , , a I � � " � t� �� � STEEI FA�RICATOR. S�E STRUCTURAL � � i • ' - STEEL �DRAWIN63 FOA FU�.L DETAIL3, �,� ,, I` ' _ 3JA" P�Yw000 sMEATHIMO , - - ---- - ' �- ---- - �- 2•1/2�� PERMADEpC ROOF PLANKS. A FOR SPACIN6 , , ;,; ' _ r C�AAPOSITION FLASHINO , , ' , � f v d A � � v r ROOF� PL N , � ,, i -� t , , FELT ' / _ '�r. . I t a � C • `1 V � � i"' 6ALV. METAL FLASHIN6 , � ..'" � � �i � � � ' ' -. ` . � ..,'� � �=-,� � � 4 �4 CI WT STF�P � �� -�` � , ''�� , ' , , , ,` , ,, �� � � . _ � � � � � 2 x2x(f4 _TUBE 31(3N SUPPORT - / r _ i, � ` ; . , � - , -_ --- - -_____- •• � - 20 YR BONDABLE 8.0 ROOFMlA, � + t � ' (SEE DRAMIING 3-I.) �" ' � " ` � U.L CLASS-A HATINO , 2 x 4 PURUNS `f , i - ---"� -____- - - _ — , � � - � r � C ' � � � � F � - � -�- •� .. / ; —� w ° o .. d , ��/ � 6 x 6 GAi.V METAL OUTTER , � t � � _ •• �' , - � , . , _ y __� _____ _ w/4 x 5 LEADERS ' � W �° � m 3 s► yi _ . _ . � _ �• . � � .� _ _ � sTEEI EXTENSION ; . � ` r • - /� +�' __ , ` . � ' � �- � , � - ,�r, , ' 1 ',�,�,,,�{ ,, ,,�'_ ,� _ ; �,r„�.,T,T , PER�AADECK CLIP ANaLE j, -` � � �s O G = y � - � - ' . � � � - TQ� NAIL PERIAA�ECK TO \ ; O i w �- a � C , _ , - -. _ --- _�__ .-_ _ _ .� _, _ ' � , , � , � , . � � � ,� - - ----- - -- � � � , � i `'I ,t - , ' p p � � El. I I'-4° ' � _ ___ -- =-� _-- _-_-_ _-�-_ - - _ . , _ ' / �� � ' � ' 1"x i�� CONTINUOUS ME�AL 1 - TOP OF MASONRY '`� � , � •- - . , - I/2� AT 4' o/c--. ` I , , , � � � - � : +` � � , • , ,� . . . �z�� ANGLE 8R1081N0 , ` . . - - . , ' Y` , � _ - � - �. �� A ,, , �`�=.�,,, STEEL ANBLE HEADER � � � � � � .�� , � � -- �� _ . ' � . ' � � � � �� � i _�- " --_ ' , t x t ANaLE BitID�IMa � � � , �i- , -�- . " , � . � . - � �_.�.._ _ r— -_ -- � � � ,�' " � � , � " ��-�--- -_=_- --- -=1--__ - . � ._._ ___.__ � - - Fi ` � .�i . � ._. 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TYPICAL AT EACM BR1�(iING l.i1VE � ,W 8 STEEL 9EAIN +�r/� 7 x I/4 ---� 5/8 x 2 x 2 SUSPENOED ACOUSTCAL - , , - � r M � n � � —+ • , • ` ' ' - "t?UADRETTE�� CEILING IN EXPOSED � ` NOTE = ELEVATION OF _ CEILINa VARIES �'� � CAUtK=--------- - - , _ 1 - � (iRID SYSTEM = 'EXTRUDED ALUMINUM ALLOY , , � .4�� HOLL`OW CORE MASONRY - _ � � % UNITS - -�-- � � STOREfRONT FRA�AING SYSTEM - - -- - � � I � , " � _ MO�U�AR SIZE FACE BRICK, COLOR � . < - � � � TO 8E SELECTED 8Y� OWNER, � McDonald'� LAMINATEO LOGO , WATERPROOfEO WiTH AGUACONE , „ I -NOTE CH�CK TO SEE IF EMBEDEO SE�1 WILL � WI DO W PANEL ------- - - -- - �-J T R A N S P A R E N T M A S O N R Y C O A T I N a � � INTERFERE 1M/REBARS AND CONC MIEB I�� a N ( , � NOTE All HOIES IN STEEI MANSARD FOR WOOD A3 MANUFACTUREO 8Y CASTLE • 0 � , y � TO BE 9/16 4 ,USE I/2 4 (TYPICAL) CHEMICAL CORP _ � . � e , , _ � , . . . � ' ' DUR•0•WAL� METAI TIES AT �'}"� '""`°�� ' + { DUR•0•WAL� ME�AL TIES AT � � I�-4" VERTICALLY � , • �'_4" VERTICALLY _ - , . � w . ' - '^ - ` I . • � - j � ' + ' .1 � � y .. 4 _ 1 �• ' _ . � � . . . �� � { � _ - � i . , � � , - - . . -� � - � -r � - �1 ` • � i , , � � . - " � • ' _ „ � a ' • , 4 , a " � ' � � , ` ' , , • � f � � � � � _� � � ; � . , � ,� = r r , . �, . � - _ . , ,. � . z . , r . , , , 2 . � _ , ` 3 _ g , r > > ; Ago SECTIDN = REAR A'f MANSARD FRAME RETURN ��. �ECTI0�1,= „ R�AR Y�ALL , . , , A9a SECTION BUILDIN6 FR�NT , , SCAI.E 3/4�� = i�-0�� 1 SCALE 3/4�� = I`-0" + SCALE� 3/4 - f-0 � . , �__ . ' r ' tiAlV. METAI. 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AMPS PER LINE WIRE �- _ ITEM �21�PLUG-IN COMPUTERS 13 20A. -1P. 20A. -1P. 14 ZTEM 138 3-PH LOAD _ � TOTAL � pER 3 PHASE - " ITEM #39 i5 20A.- P. 20A. -IP. 16 ` pANEL �pp'2� ZTEM K.W. pNASF. V OV ITEM "41 17 A. - P. 20A -1P 18 jTEM R60 N4. ' CONN. ' 19 A. -1P. A - P 20 ,NATEe Goo�E� Building Ntq. � A/C Plu• Not Fiater " ITEM f 36 , 208 3 /, 3N ITE t e CDP-4 X-Y Y-Z X-Z X Y Z X Y Z . ITEM 427 21 30A. -1P. 20A. -1P. 22 YP . , � - 23 30A. -1P. 20A. -1P. 24 ITF.l�! �52 iT�mer Panel Sise: See Table -1 Col . G Q Each Griddle 20.5 8.7. 4, 1 8.2 68.3 52.2 52.2 61.8 47.2 47,2 ITEM t28 25 30A. -2P . ZOA.-1P. 26 ITEM �36 �tBreaker sizes 3ee table -1 Col . 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I I �/%c A o H.vA� �.ovv rYPic�.�) � J�, , , � 4E co�reo� PA�'cL E Zd . __T , + E e � � `0 I O � � , N , � I , „ J � � � � - 4 - � _ ' . � -- --� I��� ��Q,- P0�/1lER.L I NE TO y . � , i Ev^pioer►roe. oN w^Lr - � N , � - - � i I �-P �4,� F�E.ELEQ. � , I ,�Z„� , ��IQ _ ��i.� � ` d , ` ' � ( To P�-I :4 i ! SEE NoTE � { I � 2 w - e TM ,� ( ( coMPeESS�'� � ' 1iP� ' �" p LP io, iz,28 � � ► � � I I �A '/2"c. � . 4 � � `Q . _� ' ' , � . ` � 14 � � 16 14 16 0 � � - " - ' ' ni � v - , . I _ � A — — — — — — - - — - - - — � — � � — ��' I 10 _4 � —� � - " 1 � � _N ' � 1 10 j � 12 A� ---- _ °` � . / � • . , , � , (- 4o it ' �_ ' , . � �, , , . I I�' " Z' � , ' s -S -o" , 23:3' S� _ � �� , , _ - - — � — — 48"=l�" � � � y -. _ � , . , , � ,-� NOTES: . r � � '` ' 1. All soffit lightinq fixtures are A�&AZsee sheet ELEC E�4. � _ , � r _ 2. All soffit lighting fixtures to be 1' -3° from finished , f � � ' wai 1. �OO� � �0��'T LIGHTI�� PLAN , 3. Electrical �contractor shall furnish and install a water �` tight J-box and all wirir�g necessary to hook-up complete _ remote walk-in freezer compressor 4 HP 208/230/3 �! 4 wire ' „ 15. 5 amp. Prcvide ZO amp. time delayed fuse. \ • . sca�E: %4": i•_o„ . � , . � � 4. A/C units shall be connected to power panel PP- 2 . _ • See sheet ELEC E-4. � � C N a. - � _ 5. Equipment ground wires are not shown. All motors , A/C o � , 7 � � units, °compressors and metal housings shall be grounded , � w � � � -C ' with green wire sized according to N.E.C. .. � N M C �,�'� -- o w � a ` :. ' � a — .o ,t � ,� , 6. Provide weaFherproof receptacle mounted in roof �unction � e � C � ` i r-/` ' ' box. v ,M _ w t .• �Z' ' APP � O � ED ; M 9 - � ..' c � ' 7. See sheet #M-2 for exact lacation of electrical stub-ups _� � w �p w � m O o ' for A/C units. Date `S��j���.............. .................. � w o � . • V --- '.'--- O N � � � 3 ` � � - ������ � ----_0�8�..............: _ o o � - ------ - � m . d = ' 8. All �as and �f�ct. H.V.A.C. unita wili b� sh{'p�r with disconnect switch ����� m _ . �__,_,„r r�,r r � � � V � t ` " foctorr mount�d and wir�d. Ei�ctrician will wir• 3 phase 'ow�r to + , C�;,��,�"-'�,�� A c� � tF+r�e �31 rnain I�ps. ��''� L� 'C�� � � O j' � F� ..NY�W...�vry; 9. . Weatherproof disconnect switch provided by fan manufacturer ,,�;�;°} - .h-d 'W , > . and factory wired and mounted to fan base extension. t,,rq��, "�" ��Kf'°.:° �;� � o -- Connection made inside curb to eliminate condu�t penetra- �";�'�°�`;���``Y � °'�'� �<< � , tion of roofing �urface. E-1 and E-2 type fans. .°��A�<� }� �.r =; `< 4} �Y ' ' , 10. Disconnect factory mounted and wired under motor cover �P�� ���q����� ^� �_ of E-3 type fan. P.V.C. conduct raceway provided. ,� �� ��•' ' ry , � , � , , ' ;' , � � � � � ____ , , � W � � � � I1. 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