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HomeMy WebLinkAboutVail Das Schone Filing 3 Lot 2B MCDONALDS.PDF / � �or 2A � r � � • � N52'02'S6_'E 148.61' a a� � n 4' T Note &g m � I This certificate �s for the building expansion only ..� !� az � �# other existing improvements on the lot were not •""� � e� ' %� � / �°f. located � •� o � s• i•a �s ' / ��\ ��� � zts' � � �5 / �` � O �" �� /� / 2a s i � •� �� . � aa � �F � / ,� � w �� N ♦� u � � 1750' BUILDING' �/ � V LOT 26 '� '� � / 3 2� �, 25,000 SQ FT. ~ SETBACK � �2� 3 2� EXISTING W `� / RESTAURANT � I Q` •� 1 0' a a 1 0' 4 3' �•► • � / a2� sr � (� N - � � � � 10' o0 00 10' 43' � _� v`s�sg�t� , �/� � / � S33'04'24'W � � v£L''��d - - _ �' � 32' 32' : 1132' C}� Z o°°-a�°d # � � ` �vo�at , LOT 1 /� � 32� �4� � � �=�=0000 Q � ;°�r�- t � i N � �v��o€� � � � � �E. o�o 0 � � RESTAURANT 2z' � �W � o r_ oroT� '� � � ; EXPANSION w � � U m�° , / � � u�� (�� � � (UNDER CONSTRUCTION) ,�°- _� � w �E'`y �� , t� � '�;� .b, J 4� � z Q ' , � 2 ROOF PEAK ELEV 34 6' � � n�'' - - � �, / 35 0' (ABOVE EXISTING FlNISH FLOOR) � % _ °�a o � a� i � �� � — � I hereby certify that this improvement location `�`' �t=v°���o �, , _ — — — — �— — — — — — — — — — — — — � certificate was prepared for, Ed Walters Construction g u o;�E v ms I � / I that it is not a land survey plat or improvement survey � ��"-�r`=m � � plat, and that it is not to be relied upon for the � €""`°y`�"° � ' 750' DRAINAGE & I establishment of fence, building, or other future Ur/LITY EASEMENT / 4 4 I v improvement lines � I � ` a o � , / � � � m I further certify that the improvements on the above V ¢ ; � ���' � � descnbed parcel on this date, June 30, 1999 except � M o , __/ I� � ut�lity connections, are entirely within the boundaries of � o 0 / l � Z the parcel, except as shown, that there are no z c� 15 00' DRAINAGE & � I W � � O � e n c r o a c h m e n t s u p o n t h e d e s c n b e d p r e m i s e s b y } ' /� I U T I L I T Y E A S E M E N T j I improvements on any adjoining premises, except as Z Y � z m indicated, and that there is no apparent evidence or � � � � ' � L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J. _ _ _ _ _ _ _ _ _ � _ _ _ _ ^ _ _ _ _ sign o f anyeasemen t crossing or bur denmg any par t o f F ° i ° — — — — — — — — — — ' � o said parcel, except as noted � m w w � � � o This certificate does not constitute a title search by J m � W � Inter–Mountain Engmeenng to determine ownership or F o � J ' 79�, easements of record. For all information regarding Z J Q Q — — — — — � — — — — — — — — —easements, nghts–of–way or title of record, W o � ' luJ�2 02'S6��E 196.2�� Inter–Mountain relied upon the Finai Plat, a � Q o Resubdiwsion of lot 2, Vad das Schone – Fding No 3 O � � l—70 FRON TA GE ROA D NOR TH � � � ,I�ll;lli' ' � ��` ��"i I ` � , �RAWN BY RPS V � ��j � uane � & � ��6'6 SCALE '� = 10� NO710E• According to Co%�odo /aw }rou must commence _ ;� �,e =_ °"�'SS�E° 07/02/99 2��l.O .—OO aFWEGT NO any legol action based upon any defect in this survey � � so m withm th�ee yeo�s ofte� }rou first discover such defect. /n r a : � 99-0082S n o e v e n t, m o y a n y a c t i o n b o s e d u p o n a n y d e f e c t i n t h i s �ate Rece�vec � ;�� � � ;,` �„B�T � survey be commenced more thon ten y�ars from the �ii�,,o •°l��•• ``- JUL 0 91999 �� dote of ce�tification shown hereon ,ii�j��F/�,� i , `,`��� , 1 ; . t � t ,` , , . y _ y - } � r _ , , _ ___ d _ . , , � �� # , ( � � � � � ' ` , , %`� , � q • ;� 1 ' �L,. a� ' �' � , � �� N. �F ! ,'G � j • /�F � f� � � ��,,� , � • � o ;'A .+ �°`-,', °o r� ��`�� � � j� o�o � NN � 21�f 1 1�10 -'�� �i�Ol�l�'�C�� fi�L7 0 � � � �l���, CO�O�'.,��0 � ''� �' ° °�o ( � � � � � , rna» c � , �fi �' C O j� rn � a� � a , d- Cn C] � L� �„ . �-'�� "�l 0,��9 ���, ��,�e���� � �S� �� �o � I A L . . � GY GOVER SH�ET `� ��� ;� U 51 �OUNDAT I ON PLA�t ���SE� R �� • 52 R00� i=RAM I NG PLAN • 53 STRUGTURAL NOTES �� 54 R00� SEGTIONS 55 TOYVER DETA I L5 '" � � i m A1 GONSTRUGTION �LOOR PLAi� � A2 EXT�RIOR �LEYATIONS A2. 1 EXTERI OR �L.�1(ATI ONS � " A3 R�LEGTED GEILING PLAN R� A4 GONSTRUGTION DETAILS �' A5 WALL SEGTIONS A5. 1 WALL S�GTIONS , A5.2 ENTRY WAY SEGTION A5.3 TOY�R SEGTION - Ab ROOF PLAN �1 �GTRIGAL LE6END �� E2 PON�R PLAN , vy�`N �3 REFLEGT�D G�ILIN� PLAN E4 ROOF PYVR � LTG PLAN �� �' cn �- ,� � Z � � � e� O � f �� 'rJ' I T� MD M�GHANI GAL D�MOL I TI ON PLAN �, � � . M1 MEGHANIGAL �LOOR PLAN w � �P� 1,�� M2 M�GHANIGAL ROOF PLAN � �� M3 HVAG DETAILS �' � � � . �, � .� _�, � ,` I I W ` ; Q I I � � I I Z APPRQVED DRAyVN BY: U�.M � � ��� 1•����� �01 �1 ��� ���� ���� 1 S �S � �� Community�rtment �� Bullding Safety�ir�speation C H EC K E D BY: ` ,; , _ ,,, N.T.S. v�Ya�r, �� OGGUPANGY GLA55I�I GAT I ON A-3 �ioa10�'��°'�°"°��101��'d�TM�� S ITE: � r«�a��w�.��a� 42�0� �o=N° or oEa W V� � � = aZE�� GONSTRUGT I ON IYPE Y—N oa ao�to ee a a�n3c�or�n appeovd o�aa�►woudon ot sny ot the provisions of thia code a of�aqr atheradia�eoe�t�e Jurit�edoa. a Z W o ALLOWABLE SQUARE �OOTA6E 6000 5Q. �T. �"N����°s�sm�r w�eaec�t n��aa� AD D RESS: � W������ cflae a ane�o�a�or�3�zaa�on�u na�s va�a. \ � � o an ��a on plaos.sped6�ioos md aba d�a s)mtt v �o o W =� aa prevent thc building officfa!from tLaraltrt req�r�ng @q tronectioA ot .��vo a= °�����W ALLOWABLE BU I LDI N6 HEI6HT 1 STO1�Y �,�;�� �r• a r�;o 21�1 NoRTN �RoNt,4�� Rp c°�� o a�� y W Opetations be ng carned on tlureundet hea W vIoladofl a��pp� �N Z J'�'��° M A X. �U I L D I N 6 O G G U P A�I G Y 1 5 4 P E O P L E any otlxr ordmances of ttus�unsdia�on. ' V�(�� �O �� �<z°��� B U I L D I N 6 C�R 0 5 5 S Q U A R E �O O T A C� 3 3 4 4 5 Q. �T. , �� o�W�°�� �j _ ����a�� BUILDING H�IGHT 1 STORY � �� Q o �Z U INITtAIS: DATE: �/ S CALE: �� ����UO� 1/� 1'-� o� W���o SPRINKL�R 5Y5TEM NONE � � � Z~=z � ��NO�o � o� �� �a����m0 s a rn'a � a�c� E' 226 99 �� �����W� Date R�ceov�c� � � m� h �3� �������� APR 0 � 1999 ITLE: , ��� o� o��W� McDON�4LUS CORP .� .���N aO�Z� yN µ I ` s � C01��2 54��Et � .!(i�r o�a O Zr?yo�so � � » w �� • ,yOU � ��C����2 � � ' �,Qy Om�pN�N V � 1{ y ! ��� � ��a�g��� DWG. NO.: � 0 o N��a���� � �o''Ui-`� °z �' ,t'aoww�om ��`L.'��?c�o JOB NO.: MC���5 ,�� .-- ; � i F �� � GONSTI�UGT I ON I�OTES � K � i � �� � � I , GONTRAGTGR SHALL PROTEGT EX15T. PLANT MATERIAL NOT DESIGrYATED �OR RENbVAL OR RELOLATION THROUGHOUT ENTIf� GONSTRUGTI4N i'ROJEGT. � � � 2, GONTRAGTOR SHALL KEEP ALL SURROUNDIN6 PUBLIG ROADWAYS d D4AINAC�E � � SY5TEM5 FREE FROM Dl RT, MUD, Nt�lD GOi�iSTRlJGT I ON DEBR15 THROUC�I-IOUT ENT I RE 3. ��4�HApLQ'��11T 5TA61NG OF ALL EQUIPMENT, TOOL�, d GONSTRUGTION �� ' � MATERIALS Ti0 WITHiN PROPERTY 60UNDARI�S, i � � ' 4, GONTRAGTOR SHAi..L BE R�5P�15!BLE FOR THE REPA I R OF A�lY EX I ST I Nt� I TEP15 � � DAMAGED DIJR I iVb GOtdSTRIIGT I ON. '�►� b 5, GONTRAGTOR SHALL NOTIFY THE UTILITY NOTIFIGAT[tNd GENTER OF GOLORADO � - _ (UNGG) AT (8D0) q22-I q8� OR 4N TH� VvEB AT http://�vruw.unc�.org! AT LEAST � , � 2 BU51 NE55 DAYS PR i OR TO THE DAY OF ANY EXGAVAT I�1. NOTE THA7 THE Ufv1f.G �,, NOT1�[E� ONLY PUBL[G UTILITY Gt�iPAiV1E5, AND THE GONTRAGTOR SHALL BE , RE5PON51 SLE FOR LO�GAT 1 NG ANY F�R 1 Y�+TE UT I L I T 1 E5 Y�-i 1 GH MAY �E PRE�ENT. b. GONTRAGTOR SHALL I MP�IED I ATELY GONTAGT THE ONWER'S REF�sENTAT 1 VE SHOIJLD �AAt�!!Y UNGHARTED OR INGORREGTLY GHARTED UTILiTIES BE ENGOUNTERED. .,.r � � � � ^ � ' � � L EC�AL DESGR I PT I ON � ,� �' � � �' �y � r � � LOT 2-B, RESUBDIVI51�1 0� LOT 2, VAIL DA5 SGHONE - FIL[N6 N0. 3 � o � p ^} � ' GITY OF VA[L, GOUNTY OF EASl.E, STATE OF GOLORADO. � °O � v r^� � 1�OTE5 : � Mo�° L E�Ei�D � �, �. � �� o� a� a � d" :'°= C C� X GART SPQRT� O NFW D!N!NG AREA ��� EX I 5T I NG YARD L 1 GF�T � � � � Q / I (�2 NEW HAND I G,4!' AGGE55A�LLE ENTi2A1vGE RAP4P � � � � � ' EX15TItvG RSPEN TREE , / � �3 ROOF OYERHANG � N 52°02'5b° E q. DR i VE-THt�U GAIJOPY �/ � � I 48.b I � '��� EX!5T I t�'� P 1 NE TREE / �� j ��� � � s�-���w ...///��� ■��w���w s�0�������s�� �� � ■� w c , / i�1 O ��fl ✓���� GONGRETE 51 DE WALK / • � `"� • � EX I 5T 1 Nb PARK I tJ�i S i GN 0 � Q � Q EXISTING TRAFF[G STRIPE � � C� � � ° � � EX!5T I NC� l�M1 BOAR� �_ . � �0 � � , � 6 n � �X15T1NG DO NOT ENTER' SIGN ,`�, �,�0 . � / L_� 8 EX i ST I Nb DR 1 VE-TNR�' S I 61�1 O / � -- --- -- -- - - 4_ ------ ---- -- ---------• � ,.---------------------------------, y / , -----------�------------�-----------�-. , O o EX!ST I NC7 P 1 PE BOLLARD ' ` / q „ ( EXI5TIN6 LA.ND5GA�E AREA MiC , d ., u .. � , � 15 � io NEW IS' DIA. PLANTERS 1 , e EX I 5T I�t`i T�ANSFORMER �" I` . _ ❑ � / � ���0�� . > > NEW GONG. F I LLED �'I PE BOLLARD � ,`�V , ;;o ' F \ , w � �.F. ELEV. _ �G40.5' 10 8 , � i2 NEW ASPHALT PAi/IN5 TO MATGH EXIST. �— EXISTIN6 FLAG POLE � p AR ' ' � --__-, 2362 5Q. FT. o �� / � -- � c� 13 REMO�VE EX[5T. LOT 5TR I P I l�IG � �X I 5T 13�G F 1 t�E NYDRANT �•\ � ` ./ �I � �� 14 PA I NT 4' YELLOW LOT 5TR I F']RI� A5 I 1�D I GATED /� � -=---, ;� � ttl 1 �-- I /�o` � I I Qs SEALGOAT ALL EX I 5T. ASPHALT PAV I NG ❑ EX I 5T I N6 7RAN5FORi��R m � � „ , ,p ;; �p ��o ! 16 NEW GONG. GU�?B d 6UTTER / � ;; ;; b,ry' '; � o !�----------------------------------------------------- ;! I ----------------- � 0'� -----------------------------------------------------°-------------°,� ° � EKI5TIN6 FLAG POLE o � � � 1012 5Q. FT. �'� � � - - - ■ , ee / �i t1� ee 3 � � I 5 �, �:: � � {�- EX 15T 1 NS F I RE HYDRANT ' /� � �/�. � I�1/�.� � I / Y' �s� ■ -, � . , ..................... ..:.,.. ..7. ���:' ..... � � � � � ,.. .. .... .... .. , �. :: . , r :........ ....: . EXPAtd51 OP� Ja 1 NT � `' ,Z/ • 9 � � � JOI�IT SE�LANT - 314" DEEP �iia" BAGKER ROD � �� �' � � 1 3 �5 ' I/2° EXPAId510N M�►TER 1 AL �� 2 5 b'-0' b' -0' � � TYP A NORTH 1/4 GORNER OF SEGT I(�! !4 �v, � .� / _ 5'-0'�— f I G L) FOUND GL4 BRA55 GAP 1',�� � ��'/ 16 �,_� `r ! 3,000 P51 GONIZETE Nu4RKED I/4 I�1�2 � �✓ ° � �3 , � , 12 q 14 / v' / 6'-�� � (7YP. fNALK d GURBI SAi�lGUT EX 15T. � A�HALT PAYIt�Jt� `�� "—,�.i'� � Q ' � . i � � I � I� ''�,–�–,`,_,,,,67 . EASEMENT � EASEMENT � 5'-0' � �� V , 2q 51� � ------------� � ----- ----- ----- ----- ---�----j------ -- - ---r----- - -----� � ---- _ � ' , v��i 17q7,�$.''�–�.�, � �i GOMPAGT 'PARK!NG I I � � I _ 1 '-b' 2' -0' i , � i –•�,_ "_��r � ! ��'�s�.,�,,,�,►,�,.,` ' ' ' � Y ^ .� ^ r �`� t�\ `�. . a / . v ^ _� �� r �I � ✓ �/�� �� i � I ! � I � � ( I i �i�.� �� -�-- - �� �- .���� ���. � �� .�. � � / � � ! � , � I'y ����w��r���e����s�������r�����s��■ ' ■ ��� �.a■ ■�e ��� ���������w� � 1 � � I ! �i \ , � il � � . � �• � � i ! � ! � � I i � ,�% � .�.i a���✓�!� r$ \ v ' -,�°--•--.h• —f� �C � T 1 vi � ���� i� 1 ' '� - � i-{ � � I �.a � ! I ���^ � = � — w � � � � !� � tV a i � `c� �S \ s° ° � / � � � � � I �!`o n 11 \ ` , g ////�� � � � � � � � �. % �`� !� � � � {�j'" r'��'.�'f��'Q� � ° j /�/// � ' � � � ��, , �� �� ���..�� i ��..�... ,����� � � � � 1 � � �#� � ,�r� � I 1 �`� � � //� /� i 1 ! � /� � � �; � _, 4 ��AR / z-� , . I , > a ' ! � � � � / i � i 1 , � 'i : � i \� cc��. t-�r�. 2� �� �. / . I � � _ �' G�NT�R 1!4 GaRNER OF SEGT[OtJ i� , � � , � � T55. R8 i�'V, �t)iJND BL.M 8�55 / � � � � I �I � GAP MARKED G!/� !�i"15 __� � ,� fsRGF05ED ASPi�A.LT� �X 1�T. A�Pk�WI_T_ � \ �AV l r� �e raA�G�a Ex 15�. PAV i[� , I � � � ' ' 1— � �� , � � i I _ \ ���. e�9�.fl�r� w I �� �"--�_�_ — � dl�ITION LfPdE Q � I I � --�-_--.__ � � ', �� '-------_.�_—, v9��.��� �►� ��►��e . i � � ----_�_____ �_�__ � � �8 � i � � I � z � � I, , ���'�,�� ���►� ----------------------------------------- � � DRAWN BY"• ��� II � �OVED . � /�--�r a !-�7` `.� 7.�r.PV\" � C H E C K E D B\I � � . �Y��� � � I, ,\ �� Bt�d�Satety d�1 �r�sp� m� � 7bI�1VOF YAIL � S ITE �2P�� '' �1�f+�..'�Uai[orm Buil����p�.'b��r � Ga���� I, R o�a pemut or appr+�it��o�io�,oa coa�pu� 4 A D D R E S S I Mt It Comaned to be a pelr �r r�ppov�l o�ao�►�101�11��f � a ��ti p0�isions of ttus cade at�t��ilraNio�ooe o[d�s furi1� a 'R ��Yming to g�ve authofflylodl�atpnpeltbe p�ovltiord� ' � ��fNM�otd�aances of the�,�.a�,�;d. � ,e, p � Fo�T��.� 21�I NORTN FRONTAC�E RD ' 7r i�n0e of a perrsuc based ao Oi��p�d6atiooa aod o�ber d�ri ■ °a � �/1lMent the bu�ldmg offictal 60101AMONEe�teqmrin�th0 oofl�ldR� � � � �+it1T FORM B�L01"t G^�C'ADE v��L, �Q • . AM�is dd plans,spec�ficanont�od pAer d�or ftom preveedn� `fl � ' m � I; I �IAlioes 6eing camed on the�eunder�rhen in violauon ot tlds oods• � S CA L E �" . ��'-� �I �MIIlf atdinances of this�unsdupoa. I � N�NTIALS: OATE: � � ° � I �� J ' � DATE 2,2(o,g9 I ��� . � ° aa � TITLE. � / � ��� 1 " 2 � ' � ' � D�TAIL �AT ���A� f�0'�vT McI�ONALD'v C�RP I� ' _ ��$ � � • �-� � � '�8 SITE PLAN � � ` ��� '� '' _ , ��� lel O��� � I " ��� ALL 1 NFORMAT!ON RELAT 1 N6 TO TH I S 51 TE HAS BEEN TAKEN D W G N O �� ��� nes ser a aa�cs Wn oxu�tns K wioiora a�ser a u�ot'u,Es FROM THE SURVEY �EPAIRED BY: WARREN LEE RUBY roe nE aao�cr nEr Yusr eE a�no�o w���u.eaa�reaE � � � �mena.sr�,w��o�u cuoES ixauox���w e.�ax�cuwrs �� N+s s[r�ss►�s nMr n�u�c xo uxus�ui sa taar.oxs nrt r�at� �L.S/PL5 �24qbb , DRAWING/PROJEGT ���0 ��� R��A������u°x�m�'"LLia�s DATED �-�-q3 J 0 B N 0 NIC(�� a� s�ecror�euo�c.caxmacmns u�n�as�n ro aar wi oes�a� I � �g oam�roxs�r+o�vcirae�caoES. i' \ , I I � s ii I � � � � / , I �� - i��4fiz�'I t f Ol� �"`�i��S � '4 �3 G I� � � -- - -- - - -- � E. I.�.S. OY�R 1 1/2" r �r, a �_ � i,,, r �_ r i_ a r d� dD � RI6ID INSULATION 10 1 1/2 4 3 1/2 4 3 1/2 2 4 3 10 1/2 q � � �,� � ^ �' '� w 1/2" 6YP. SF�ATHI1� AT EIFS I I I I I I � � °, � 1/2" GDX PL�'WOOD AT STONE 26'-4' i�MO�VE EXI5TIN6 6LAZIN6 AND STORE F�ONT 6" 18 6A 5TL STU05 0 16" o.c. . AT THIS LOGATION, REPLAG� TO MATGH I�V 11 '-3" 12'-0" O R-19 FULL BATT INSULATION 5EE 2/A2 . 5/8" TYPE 'X' 6YP BOARD , ♦ 1 '-8" 'i'-2" 2'-5' 3'-1 " 2'-10" 6'-4" 2'-10" PAINT FINISH I gq� I I � � I 5T01� WA I NSGOT Y� , , j� � � � ('� � pp � ' � � � � aN � 1 A4 � 4" 18 6A 5TL 5TUD5 A 16" O.G. 2�,42 � � ( ^ � � � i� f = � 5/8" IYPE 'X' 6YP 80ARD N I N I ' �� � _ � � BOTH 5IDE5 TO 6° Afi30VE + � ' ( � / �___ o s _ � O GEILIN6, PAINT FINISH � o 1 � I - cv � OI� m � M I � � - A4 I 5 1/2 � � � � 1 -b - �� � -}- � �n r, r i i ,+ p ,- � I ' I o �\— '�/ N � �X I ��I O� ��1�l��J 1"� S�1"'t�J,./��� � �"7 .— I� 3 1 5 6 5 0 v� N cv I � � `� o � m � �-5 0 �^� y. �� / i �r --- = s s --[ 2 ) W1 EXTERIOR INSULATION FINISH 5Y5TEM (E. I .F.S.) - AKROFL�X AGRYLIG T r7 � � _ � ,n ,d. � tr v 5Y5TEM A5 MANF BY OMEGA PRODUGTS INTERNATIONAL GOLOR : #�8 � O o� �`+ � ' � 6INGER BASE 2 TEXTURE - MALIBU ib . rr� V vo O ___ � N N _ � W2 GULTURE STONE SILL - 2 1/2" X 18" STON� SILL A5 MAN�. BY � � d" �= ••� � � ^ � � STONE PRODUGTS GORPORATION. CALOR TAUPE rn a> > c „ � _ � � W 3 G U LT URED STONE VEN�R - 1 3/4" THIGK STONE VENEER A5 MANF. BY � � � .� o — ALL WALLS TO BE PREPAI�D � �i ��, •fl - STONE PRODUGTS GORPORATION GOLOR : GARAM�L TEXTURE . DRYSTAGK d" � � �- �-�- �OR i�W PAINT FINISH AT m m �► � = c� LED6E5TONE � o �` � _ _ � � � '�' _ ROOFIN6 R40M5 #O� � O?� VJ !'U`W 04 0 - 0 45 2 / '� i $ a cv °p 1� R1 ASPHALT GOMP05ITION 5HIN6LE - 5HIN6LE5 AS MAN�. BY TAMKO, � 1 / _ � # 0122 GOLOR : OX�ORD 6RAY ��� f ` `���` A4 � �2,_4, ^ ry- 3 ' N � GEILIN6 � � '� ! � ! � m �� �� z i 2 ti O t m - A4 m -- � Gi AGOUTSTIGAL G�ILING TILE - 24 X 24 AGOUSTIGAL GEILIN6 ca - c� � ; u� o �- ^ TIL� AND MATGHING 6RID SYSTEM. SL-� DECAR PAGKA6E �OR SPEG _ �� O - - _ _ ^ - —( �j) PAINT �� F Cp�� . . �. - •i v ALL PAINTS SHALL BE THREE GOAT MINIMUM PAINT AND APPLIGATION '�q � �� ti�� �d` 1 N m � 5HALL BE A5 REGOMMENDED BY MF6R. �OR EAGH PARTIGU LAR 5 U B 5 T R A T E. � '-; '� 4 i GOLORS SHALL MATGH KWAL-HOWELL NUMBERS A5 INDIGATED BELOW. C , q4 � 2 `� _ - P1 #82a6N - TREASURE GHEST L �,�L , �cp � N ��I�' �i � P2 #8074M - 5EA MEADOW � '�' �j' � c� � P3 #�f856A - TOMAHAWK `�� � r �� 5�-6" = P� #8260WN�PAYILION CAMP. SHIN6LE5 ��SF �,� G � � RC� `. 2 0 _ Pb #8280W - SAND MOTIF. YERIFY WITH DECAR PAGKA6E BEFORE �� O �. � � � � APPLYIN6 THIS GOLOR. O � � �� � _ � s �6� �p � I I r �j 0 m A4 '� N N i � 0 N O T�.O.�sL,4B � � o I�OO '' �'�I'fi��S .- 6', 3�_pp . , � `�� s . N N � 1�W QUA�'t' TILE, �INISH 4 4 ` � WITH MATGHIN6 4" CAYE BASE � ' AT K,OOM �03 AND 04 � � - `_J DEMOLITIO�II OF EXISTIN6 AND N � INSTALLATION OF 1�^II�GHANIGAL BRONZE ANODIZ�D ALUMINUM EXISTIN6 KIT��REST Q,2 C� �3 � TO MATGtf STOi� FRONT ROOM AREAS 2 N 5Y5TEht — 5/8" TYPF 'X' 6YP5lJM 80ARD ���� N o �- _ 3'-0" 2'-0" � 1/2 FURRIN6 STRIPS A5 , , o T�f�l.l I RED FOR F I N I 5H O�/CR �- o i/2" I NSULATED 6LAZ I N6 EXISTIN6 MA50NRY `tYPIGAL - ��� .� �, O � � 1 - - - � __ �fi�,�l"« �1'���J o ��J > m b'-4� 3'-4�� w � O ' 2" 2" 2" 2■ � � , D� 6 m � , A4 � N . i. N w ' � � I - - - i'A �� �. d' I 1 Q� � � BRONZE ANODIZED -' � ALUM. TO MATGH r 3'-0" 1'-2" 2'-0" -1'-2" 2'-10" ti 5T01� FRONT SYSTEht Q � � � p �1��N " 10'-6 1/4" 10'-6 1/4" � � � � � REMO�/E EXI5TIN6 6LAZI1� AND STOF� �RONT 5 ��2" D��� SC������ � DRAWN BY: u�M AT THIS LO�GATION, DEMOI.ISH WALL A5 REQUIRED � �OR I N5TALLATI ON OF i�l ENTRY D001? AND � . � MARK 5I ZE TYPE �I N f�AME �I N HARDWAR� �MARKS STORE FRDNT, MATGH FI NISH AND i�4FI LE OF C H EC K E D BY: - NB"l SYST�M O 1 7-0 x 3-0 1 (2) FGTY A FGTY 5ET A . SITE: �2�� W�pyO � 02 �i-0 x 3-0 1 (2) FGIY A FGTY 5ET B o �c�EC� ?0 3 � W o��°p t�Y 03 �i-0 x 3-0 1 FGTY B FGTY 5ET A ADDRESS: �O J�U p p �� �U� W~ 04 EXIST. �o ������� - - - - - EXIST TD I�MAIN �� °�?��-{�� I�00� �,���1�,1-��� SC��I�I��.� 21�1 NORTN �RONTAC�� Rp U W tna �aZ�aO� � W o �, Y,411., CO F S�T /� �� o� ���� � ������U SCALE: I/� = I'-� _� a"'`�"��� ,��2�1 I. HINGES - TRIPLE OFFS�T PIVOT SETS, GRADE I: AS SUPPLIED BY DOOR M�GR. 6. P�tNIG H�.RDWf�RE - I� REQ'D, PtD�MS RIT� MFG GO , /�LUMINUM #G28-S�RIES SSOO �e ���o� DOUBLE �GTINC� PI�/OT HINGES, S�LF GLOSE �� � ~ U�U 7. DOOR STOP �� °����°F Z � 2. LOGK S�T - �DI�MS RI TE Mf�X. SEGURI TY LOGK W I TH GYL I ND�R. OUT51 DE GYL I ND�R D A T E: ��� � O N O N L Y O N E D O O R. I N S I D E G Y L I N D E R T O B E F U R N I S H E D O N �L L D O O R S A L U M I N U M 2 Z�•9 9 p W �d�W V�,j070 a� `�����Q�� J�RMOR FAGE PLP�TE. �I VE-P L Y S T E�L B O L T W I T H I 3/8" S T D. T H ROW W I TH ALUM I N�- �� �N�s�m� G���4MIG GOR� IN G�NT�R PLY. �/�G� PLAT� TO B� P�NODiZ�D �INISH TO M�4TGH TITLE: �3� �������� DOORS. BOLT I 5 TO BE GORR051 ON-RES I 5T,4NT PL1�TED. I NS I DE THUMB TURN GYL I ND�R �"ICDON,4LD�''J CORP ��_ ° °"�W TO 8E FURNISH�D ON ALL DOORS. S�T g CONS1'R U C T I O N fi'�.,4 N � o� oZ�ZW��� -��� o Z°��o�so 3. G L 0 5 E R - L G N 4 0 2 4 X 1 8. I. H I NG E S - tRIPLE O��SET PIYOT S�TS, CRAD� I• AS SUPPLIED BY DODR M�GR �~ �°� ~ �����g�� C O����1�F C� �O� ���1 �t 4. 0��5ET TUBULAR DOOR PULL AND PUSH B�R PER ADA. DOUSLE AGTI NG P I VOT H I NG�S, SEL� GLOSE �N _Z�� � oma�Z W�� � 5. WEATHER STRIPPING - FOiZ EXT. D O O R S, i�R O V I D E G O M P R E S S I O N W E P�T H E R S T R I P P I N C� 2. G L 0 5 E R - L G N 4 0 2 4 X I 8. DWG. NO.: o�� o ���a��°� �/�, � �� _ (j� AC�AI NST FIXED STOPS. i4T OTHEi� E D C�E S P R O\/I D E S L I D I N G W E A T H E R S T R I P P I N C 3, O F�S E T T U B U L F�R D O O R P U L L A�N D P U S H B A R i'�R P�D A. �� N�� � ��W W W��y RET/�I NFD I N �DJUSTA�BL� 5T�21 P MORTI S�D I N T O D O O R E D G E. P R O V I D E �P D M O R 1/I N Y L 4. DOOi� STOP �°� Z �����?�° C�f�SKET WEATHER STiZ I PP I N G I N B O T T O M D O O R R�I L �4 D J U 5 T,h B L E F O R G O N T�l G T W I T H J 0 B N 0.: MC0015 THRESHOLD. THRESHOLD MP�Y NOT PROJEGT MORE THAN I/2" A80\/E FINISHED FLOO R. � , <�;�.� p' T \ 1�V BRAG�CETS AT HU I LDI N6 RD�OF 50FFI T TO � 'T.O. TOW�R ROOF MATGH GONSTRUGTION AND PROFILE OF . +36'-0" EXI5TIN6 BRAGKE75 AT DRIVE TNRU GANOPY R1 � � �INISH INDIGATOR T'fPIGAL, 5� o � SG�IEDULE SHE�T A 1 0 � 8 P1 8.0. SOF�IT - ASPHALT GOMPOSI TI ON SH I N6LE RO�OF TY'PI GAL � P1 I +29�-8�� WOOD TRIM AT 50F�IT, PAINT FINISH ' P� E. I .F.S. WITH LI6HT TEX1U1?E FINISH, TYPIGAL. e . � P3 W1 ^ ���,�t� ; P1 ^ McDONALD'S L060 MOUNTED 3'-0° BE�FfIND 6LAZIN6 ° o � . � GL.EAR 6LAZ I N6 I N DAt�C BROIVZE /1NOD I ZED � � � y A4 MULL I ON SYST�I � I � �2" X 52" X 2" DEEP 5I6N R�G�.55, VERIFY SIZE � � N o P 1 R1 W1 P 1 Wi P 1 � R�U I�1T5 WI TH SI6Ft MANUFAGTUR� v ��� T.O. ROOF p� �o � ° �^ +1�'-9" • � �o � � d' ` v � � > � . . = 12 SI6N LI6HTIN6 TYi�. � � � � � o R, ��— d- cno � � � ����� �3.0. SOF�I'C W1 +10-11" P1 � � �� IR�ON SUPPORT PLATE, PAINT FINISH, 5EE 1/A4 � W1 R � �\�� M' ^� � � � � � �� �VW� �I� O �O�O/ _ ^ P1 GUT STONE TYPIGAL 90 DOhp�5P0UT WITH TRENGH DRAIN AT SIDEYVALK, C L. '. i � 5L01'E TI�IGH i/4" PER FT. MI N, PAI NT FI N I SH �l�L TO MATGH ADJAGENT MATB?IAL GOLOR ��,. <i � P� GUT STONE 5ILL TYPIGAL �' �' . o Fi�s �.,�C' . • ' STEEL. 6UARD PLAT� AT GORNER A ` �fNIS� FLR . e � 0'-0" ° ° P1 yr3 yV2 p3 m � � FA5GIA BOARD, PAINT FINISH ix6 TRIM BOARD AT WINDOh15 TYPIGAL, PAINT � �INISH , ���F�T"i �,..,� Y �� �O� EXI STI1�l6 DRI VE THRU WI TH 1�^l 6ABLE ROOF � � 1/4 = 1 - � " t.0. TOUJ�R ROO� � +36'-0" 12 0 8� � 8.0. SOFFIt +29'-S" 5EE 1/A1 FOR TYPIGAL FINISH INDIGATORS � z _ . o GLEAR 6LAZ I N6 I N DA�C HR�ONZE ANO'D I Z.E� � MULLION 5Y5TErl w � � i I�DONAI..D'S L060 MOUNTED 3'-0" ^ BE�f I ND 6LAZI l�i - F�AW TIMHER C.OR�R SUPPORT AT TOY�R. PAINT FINISH. 5EE �/A4 _ � IRDN SUi�'ORT PLATE, PAINT FINISH, 5EE �/A4 � � T.O. ROOF 52" X 52" X 2p DEEP SI6N i�GESS, VERIFY SIZE +1�'-9" . i�l�l1 I�tTS WI TH 5I6H MANU�AGTU�? � FASGIA 80ARD, PAINT FINISH o � � 0 i 12 ASPHALT COMP05ITION 5HIN6LE R40F TYPIGAL � I I � 6 D RAW N BY: ��,M $.O. SOFFIt I EXISTI t�t6 i?DOF +10-���� CHECKED BY: - . � WOOD FASGIA 80ARD, PAINT �INISH � 0 00 SITE: �2�0� Z o 0 � ��!!!nnno � I ADDRESS: �U�t� lxb TRIM 80ARD AT WINDOWS TYPIGAL, PAINT Z Z a3 . � a�s��sZ . � �o °o�o ^ �o o$N��W� i �I FINISH 21�1 NOfi�TN �RONT�4C*E fi�p �_ ������e o �� �o����� I E. I .F.S. W I T H L I 6 H T T E X 1 U R E F I N I S H, T Y P I G A L. V,41�. CO W Z O 6 {H/Z� C.=9�2��p� , �� y���o�o e e GUT STONE SILL lYi'IGAL SCALE: �/�. = ��-� �s a�� a�� GUT STONE ?Yi'I GAL U� �� o��;�o� �IN(SI-� �LR. � a DATE: �� ���W°�m� 0'-0�� � y = oW� 26.99 �o �����m� p � TITLE: �� � ,� � , 1/4 x 1/2 DEEP �YEAL TYP I GAL TH I 5 A1�EA �3� �g�����a N�W ADDITION �XISTING SUILDIN6 McDON�4LD8 �ORP � ��& ������W� RET10�/E EX I STI N6 6LAZ I l�i AND 5T012E FRONT ���a �?�_���� AT THIS LOGATION AND REPLAGE TO MATGH EXT�RIO� �LEV,d►TIONS . c�a o Z���oyso /j\ ` NEW SYSTEM r -ZO� � o��O���tg �/�rl� ������ �OI 1 DWG. IVO.. o � �� o�� 8 N�da ��� 1/�4 = 1' - � �� Qw ������� � V F- N�O W W� N �o� z �����Zso JOB NO.: MC��1� � NEJ^l BRAGKETS AT HU I LDI N6 R�DO�F 50FFI T TO T.O. TOWER ROOF MATGH GONSTRUGTION AND PROFILE OF ° +36'-ID" �JCI5TIN6 BRAU:ETS AT DRIVE THRU GANOPI' • �5E� 1/A1 FOR TYPIGAL �INISH INDIGATOR.S 0 8r d � A5PHALT GOMP05ITION SHIN6LE R40F lYPIGAL . �.0. SOFFIT � +29'-8" WDOD TRIM AT SOF�IT, PAINT FINISH E. I .F.S. WITH �I6HT TEXTURE FINISH, TYPIGAL. 0 0 ,0 0 0 0 0 0 . '- — GLEAR 6LAZIt� IN ANODIZED MULLION SYSTEM i - � o ` 1�PONALD'S L0�60 MOUNTED 3'-0" -� � � B8-I I ND 6LAZ I N6 � , W1 P1 � NNO�O � � NO °i� � o HEAYY TIMBER GORNER SUPPORT AT v °O d- � ° o° ° o ° TOY�R. PAINT FINISH. �, p o^ 10-g OOF cn � vo OU �''� r'� w � � � � • • T.O. ROO� � a �•.� +16'-1" 5I6N LI6HTIt� 1'fP. d- � c o x rn � a� � o d- tl� � � L� LI i� 0� EXI5TI1� ROOF 0 ' 4° :u 8.0. SOFFIT ° +9'-3" �� � ° � �� � � � CoC� —�. I .F.5. YVITH LI6HT TEXTURE FINISH, TYPIGAL. �Q.'��' '�q� ` I WOOD TRIM, PAINT PINISH � O m �ON�5Y5�TEN. IIN DARK BRONZE ANODYZED �L� � i I � ; �� GUT ST01� TYP I GAL <� U GUT STONE S I LL TYP I GAL �R`�S ���' � . DOWN5POUT W I TH T1�lGH ORA I N AT 5I DFWAI..K, A . FINIS� FLR SLOPF T�TIGH 1/4" PER FT. MIN, PAINT �INISH �'-�" TO MATGH AD,IAGETtT MATER I AL GOLOR � I I m EXISTIN� BUILDING NEW ADDITION ��5� ������ � �� • , , ti� = � - m t.0. 70WE1? ROOF +36'-0" Ri 12 0 8r � FINISH INDIGATOR TYPIGAL, 5FE S�a-IEDULE SHEtf Ai � � P1 s.o, so�ir +2g-s�� P1 ° ° z o � � � 5EE �/A4 FOR FINISH AT GOR�R SUPPORT � � � � . > w ^ � i W� , 1/4" x 1/2° DE�P t�VEALS THI5 A�A — P1 P4 P1 P1 W1 EXI5TIN6 R�DOF TOP SGT�EN PAINT FINISH _ s , , � O O i o a o 0 �- ° ° I I T.O. ROOF +1�'-9" w T.O. i?OOF E� Q � � +16'-1" ° s W� ASPHALT COMPOSITION 5HIN6LE ROOF TYPIGAL � I I 0 ; Rt � DRAWN BY: U�M , LINE OF EXISTIN6 R,OOF CHECKED BY: - $.O. SOFFIT EXISTIN6 TI1�R SUPPORT AT DRIVE THRU ' +9 -3 PAINT FINISH = o J SITE: �2,�� ~ i'1 W�p y� .--1 Z a U G C� Q C?Zy V180 � t/fOCWd'Z • � WoVi�.I��Y DDRESS: �o ��N��W� °' � NF7�V 6ABLE ROOF AT DR I VE-THRU 2 �o ���W��_ m 1�1 NORTN �RONTAC�� RD �� Z �q�U� E. I .F.S. WITH LI6HT TEX1U� �IN I S H, T Y P I G A L. Y�t�l., C� �s` =ZjzF�d' '�3z � � V W 0 Q � l�a Z �6Z~��� • a� ��j����O � � �y a�i g�p�� GUT STONE SILL IYPIGAL SCALE: �/t� �'-0 �U� �� ����°�� �INfSI-� �Li�. � � - DATE: � STOi� TYPIGAL a wo Z�--Zz °'� �a�w��mo ���011 �.99 a� y��°�Q°� TITLE: W s W a � 1"(cDON,4LpS CORP � �o ��� - ��� �°������ P1 P1 Pi ��a �Z ����° �X t�fi�IOR �1.�V/4�'ON� ` �° 7dt/'f-g�o���� tntny t�~�UO\Sz � Z�� O Z Qy � � t 70��� ��� �f �� �OI 7 . �o� �����z�z DWG. NO.: t��`� � �md.��Wt�r � 3 a U o������� � /� �21 o� ,� � v�i��a"���� ��� � �' � K/ , �_ �..��� �o 'U�' °z �����F?c�� JOB NO.: MG����j � ; � � � � _ • � EXISTI N6 i�GE55ED .#FI T LI6HT TYP. � � � � P5 O O O . � � � a � o � o � WAL.L MOUNTED L I 6HT F I XTURE 1YP. � � � � . O � � NO U 00 d- v �� �, G1 � � ov° O O 1 � � ` � rna» c O �- :� = oX � � � � o � � o � � '� � I�YV �SED LI6HT FIXTURE TYPIGAL 9 4'cL�� VER I�`f 1�V PA I NT F I N I 5H AT 6YP5UM BOARD Q � WITH DEGOR DRAWII�S , � O NEYV �JCIT LI6H1' FIXIURE TYP. ' O O O WV�I� P�AIW�FINISH AT 6YP5UM BOARD F 0(O , � P� qo ` . � � � i�V SUPPLY A I R 6R I LL TYP. °� � `� p , "'4 E L. ; O O � ' �91��G Gi. O � `�� � O O F�, � � S � P6 Gl A � O 1�N 2x2 AGOUST I GAL LAY-I N GE I L I 1� TYP. SEE O O � DEGOR DR/IWIN65 FOR SPEGIFIGATIOMS � >- m �� � t�^I RETURN A I R 6R I LL TYP. WEW i�GE55Eb 50FFIT LI6HT ?YP. . t�V 2x2 FLUORESGENT L I 6HT �I XTUI� TYP. 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V�RTIGAL . =W TYPIGAL AT ALL TOhIER i�?AMIN6 McDON,4Lps COi� __ GONStRUGtION D�t�41�s � �o � a � �� � GO�l�1"i1�1 ,��' �'OI�J�i� CO�'1�1�i� ��' CO�.l�1`�1�1 UJ Il�l OUJ J� . �� � �� �� CO�l�F�� DWG. NO.. � 9 �, _ , 1� „ , �� > >,� _ , _ � > >,� - 11 „ _ , _ � - 1 - 0 11�2 _ 1 0 � STATIO N N 0.: 1"�C�(d15 L r — —_ � / \ t�. ��� � 8 � 11�'-9" ' A4 + . ++ I 1 x 8 HOARD, PAIWT FINISH �j I I�V ALUMINUM GAP R.A5HIN6 — RDOFIN6 D6C.K AND FINISH TO MATGH MANSARD TYP. � I I - -- 1/2' AGX P1.YWODD 50FFIT, PAINT FINISFt � 1 MANSAi2D Tfdl�.fi, 5EE STRIJGTUR�IL DRAWIW65 I I -r.o. �x�s-r. M,a�s,��n E. I.F.5. ON 1/2' GDX PLl'hIO�OD SHF.AININ6 11(0'-�(�° � I , 2 X 4 STUD i�AMINb AT 16' O.G. I I � 2 X �IN6 ON MASA�D D6C�K I I 3' DIA. P1/G PIT'E, INSTALL T0�8'-0' � � , �-0� HORIZONTAL FOR SOF�IT VENT GIiaGULATION � I f�MOME EXI5TIN6 LI6H1' BEAM � � L° � s I + + � Y�IO�OD BLO�GKI N6 A5 R6QU I REU � t� � 00 + + �b1/E EXISTIN6 MANSNRD �INISH D�OW�I TO � r� .— I� EXISTIN6 RaO� D6UC � o N O ' — \ \ T.O. B��4M c� o0 \ 113'-l�d" v ^� BATT INSULATION `.�EE 8/A4 FOR MANSARD RDOFIN6 AND FINISH � O o.-. O U�� 1 tn d�- i M INUE EXT. 6�rr s�a-Mi� -ro -roP oF �aYr rn � > � � � — 2 X 6 FINISH E�RADE TRIM HOARDS TYi�. ,PAINT FINISH d- ;+.- � o X FLASHIN6 AT �dO�OF FINISH d°�'- c n p a �° 0'V6? i3ZA1� EXI5TIN6 AN61.E IRON MI1I�ARD TRU55 FOR I�V 5TAI6HT MANSARD PR�OFILE, R-19 FULL HJ1TT INSULATION 5�E 5TRUGlURAL DRAWIN65 5�E 8/A4 FOR MAN5ARD �ZODFIN6 AND FINISH � ' iJ�^I 4 6UTTER, PAI NT F I NI5F4 TO MATGH FA.��G I A � �3.0. SOFFIT 110'-il" _ � p CO��� MATGH FASGIA CONFI6URATION AT EXI5TIN6 �Q' 900 hW�SARD � _ � , �IN� CE(LINC� � U I I I � 0 �� � �� I ,_ , I I ���s �� . � . 3 to T.o. �R�41�E �xIST. SOF�It � �' 109'-S" 1(d9'-3" � � 1/2' AGX 50FFIT� PAINT FINISH N b"�xIZ�IT V�IT, INSTALL AT 8'-0' o.c. . m I E.I.F.S. OVL�t 2 RI6ID IN5UU1TION AGG�TtT s REG£55}� LI6HT FIXTURE BAND A80'VE WINDOW TfPIGAL m � E.I.�.S. 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TYPIG/1L � I 5T�i AN61.E STONE SUPPORT, SEE z i/2' EXPANSION JDINT 5TRUG7URAl_ DRAWIN65 DRAWN BY: �� HOL.D l�l 5T01� V�NI3R 1" MINIMUM A801/E � EXISTIN6 WALK, FILL 6AP WITN G�ABLE Cx��� BA�'.Kt�t 1ZOD A1�D GAULK a a e a, a ,_ „ CHECKED BY: ULM . a a a o a 10�d !� ° , a a � SITE: 26� � �y� � 1/2' A1JGF�IOR BOLTS, 5� STRUGTURAL DRAWI N65 azEt� ADDRESS: ��U���Y d 4" GONGREi� SLAB 5�E 5TRl1GTURAL DRAWIN65 Up� � � � N���� �(��y Q � � Z J�y�U� 1 � �0 Z t�J i� GONC.i�ETE FOUNDATI ON W/►LL, 5EE 5TRIJGTUfZAL DRAWI N�55 VB�I FY P05I TI VE DkA I NAf E AWAY R?OM HU I LD I N6 21� ��Rt�"� ��0��'�� � � o����tnw d A T A L L E X I S T I N 6 W A L K S A N D D R I V E S T Y P I G A L V,4 I I.., C O � �¢z°�o�a o���t-'�o ° ? N������ Q 2" RI6ID INSULATION AT INT�IOR FAGE SCALE: �° : ��-��� � a�� o�� a OF FOUNDATION WALL ZYPI G/1L anJ aw 1-�VpU 1 BJ���fA � Z����O Z Q =SN �W _ ��y= �W U ATE: �0.99 � �������� TITLE: . ;� �o���°�� � ' McDONALDS CORP �a �=�E���� U�,��� �'J�C� �O� W�4LL S�GtIONS �_ �ow���tCiitn � ��4�� S�� I ��I�l N � �~� ��5 O H r , 58 � �����Z�z �a ° �� - 0 � = � - � 'Q� � om��aWO� �� � DWG. NO.: O � O W 2 � �C� m y� O yrjS�lJai�` 6 r U 0 =�C W W 0�� STATION NO.: MC����j �'�' z r�F 'f�'��? o L r r / \ 8 � T.O. i?OQ� 11'i'-9" � REMOME FXI5TIN6 MANSARD AND LI6HT HFJ1M� A4 + I + + � ALL H.Jl5HIN6/GOUNT�Z �i./�F1IN6 TO BE � C.OMPATIBLE WITH R�O�OFI�J6 FOR GFIEMIGAL hQD I MANSARD TRU55, 5� STRUGTURAL. DRAWIN65 � I � �� - � � S I N6LE PLY £iASTOf�RI G ���RANE ROOFI N6 5�E 8/A4 FOR MANSARD R�OOFI N6 AND MANSA�D � /�I I � �l TAPE�ED INSUL.ATION' - I I (I � \ I � I I \ \ � I I 3" DIA. PNG PIPE, INSTALL TO 8'-0" � ' + + + HORIZONTAL FOR 50F�FIT VENT GIRGULATION � p . �I I \ \ \ i/4' PB? 12` MIN. � + + � + � � � � I � �� \ � W00'D HLOGKI Nb A5 T�QU I i�D � � `i o�0 v � NO • II I \ � — 5�L D6GK, 5� STRUGTUR�IL DR/IWIN65 � � � o � I \ \ � _ / T.O. 8��4M a ,^� �� I� \ � \ STE�L BAR JOI5T 5� STRUGTURAL DRAWI N65 — � � 113'-�(d�� ��` O �� I I \ � � � � \ R-1 q �ULL BATT INSULATION � , � � V�p I I I \� � � BATT I1�L5UUITI ON � � > �� \ �\ 1/2' 6YP5UM HOARD SF�ATHIN6 J I \ G O N T I N U E E M'�R I O R 6 Y P 5 U M .�,h 1�4 T H I N 6 � •- c o x � � \\ b' 18 6A. hETAL STUDS AT 16" o.c. TO TOP OF HEAM d�- t.� p � �° i/2" GDX PLYW00'D R-19 �UU. HATT IN5ULATION \ ` � � 1�^l 4' 6UTT�R� PAINI` FINISH TO MATGH FASGIA \ � \ 1' � \ I � � � \ � �.0. SOFFit - � � � 110'—il" � FXI5TIN6 MA50NRY WALL I / \ \ � � � � �C��9 _ / �� � �Q' , O � � � MATGH FASGIA GOI�I6URATION AT EXISTIN6 t,� p I / / � � � MANSARD �! � L. / / � � � FIN. G�ILINC� FIN. GEILINCx �- -L - - - - - - - \�- \ � �' 110'-0�� � � � 110'-0" `� 9�� ,� �i �F � q� ��11- i�iOME EXI5TIN6 MANSARD A5 T�-�,IUIRED I I I �/S� ' � — — — — — — — — — — — � � ' ' ' T.O. �i�►ME � — — — — — — — — — — — = m 3 -10 1�1 AC,OUSTIGAL LAY-IN GFILIN6 � 109'-8" REhiONE EXI5TIN6 EX'It�tIOR FINISH TO U��J 1/2' AGX, PAINT FINI5FI m I cr WOOD HLOC.KIN6 A5 i�I1Ii� FOR 6YP5UM BOARD FINISH b'x8' SOFFIT YH�tT, INSTALL AT 8'-0' o.c. HORIZONTAL c� � LI6FIT FIXTUT� TYPIGAL ' 5/8' 'IYPE 'X' 6Yi'SUM BOAi�D E. I.�.5. 0'VB? 2' RI6ID INSUI.ATION AGGETIT BAND A801/E WINDiOW TYPIGAL DARK BRONZE ANODIZED ALUMIWM 5TORE �RONT 5Y5T�t ' EXISTIN6 RO�OF AND RO�OF �RAMIN6 EXISTIN6 GEILIN6 1 ' I N5UTATED 61..A55 � QUAk'Rt� TII..E WITH C.0'NE 8A5E Z O � ALUMINUM SILL TO MATGH STORE FRANT w � AI..UM I P4JM �1�5H I N6 TO MATGH STORE �RONT . . 1/2' E�'ANSION .lOINT 4 . ;- r.o. SILL 1JB^I QUAT� TILE GUT TILE FOR JOINT MATGH ��3'-��� AT EXPANSION JD�NT AND FILL .lOINT WITH �i.�EXABI.E SEALANT, APPIdOXIMAI'E GOLOR MATGH 5TOIJE SILL WIIN 1' SLOPE IYP. � TO AD.UIG�NT 6ROUT �/8' TYt'E 'X' 6YP5UM $OARD � 6' 18 6A. h�TAL 5TUD5 AT 16" o.c. 4' GO�IGi�I� SLAB� 5� STRLJGTURAL DRAWI1J65 w R-1 q HATT I NSUUITI ON Q � 1/2' GDX PLYhlOOD AT STOh� ON!_Y � STONE VH�, ANC�FIOR TO PLYYVOOD EYERt( � 2 SQ. FT. 'TYPIGIIL �z - 1/2' EXPANSION .10INT _ DRAWN BY: p� - CHECKED BY: ULM ' a a-a___ a____ a a a a, a Crt�►DE a a 4 —�a—_ v a a a a ��� -0u zo --_."_----_._ d W�oyQ � ----_--- 4 aZEc� . SITE: 2�0� yo Q ADDRESS: �o Z���° 1/2' ANGI�lOR HOLTS, 5EE 5TRUGTUiZAL DRAWIN65 W W v ��y �o�� oa d j �Uf�l1C.)�'�'W~ � °��$��� . 4� coNC�-rE �, s� s-r�uc� nr�wi r�s 21�1 NORt� �RO�iT,4CxE RD n z ���iw O Q GONGRETE POUNDATION WALL � 5'tR�JG7URAL DRAWIN65 V���, C� � ozd���d3s � ��'zpO�opd' N d � .�i ����o�o � ������~ a SCALE: �n = �'-Q�n � ����o o� EXI STI N6 GONGi2FTE SI..AB AND FOUNDATI ON a a OF FOUNDATI ON WALL TYPI GAL W"� 2' RI6ID IN5ULATION AT INT�RIOR FAGE � � ��H y� Z�yW N K p a 0 y DATE: 2,2(�,99 _ Q -�NK ]mWD � �� ��v � �������� TITLE: � ;�m`' ��N��°�'a McpONALDS CORi� z= ���Zw�j�nd �a �������� ' ' I t �� �_ o��� ,4L� S�Gt IONS ` _— � �~�"��5� W,�c�� C'J� .�i� I �� ���� �'J� .�i� ��� ' o � 3 °� � E o � _� °��°���g �u � �' - (d - - /� �� � o�a�a�o� �II � �� fG/ DWG. NO.: ��-J° ,� �� o N����� � r U p N W W W��� �� _ �� ��zso STATI 0 N N 0.: MC0015 L T s � G r v 4' GANT MINIh�JM q E. I.F.S. O�/ER 1 1/2' RI6ID IN5UL.ATION 01/E� 1/2' 6YP5UM 5HE11THIN6 17PIGAL H.A5HIN6 • A5PEU11_T C�OMP05ITION SFIIN6LG 01/ER 2 l�1Y�R5 SIN6LE PLY 8..A5TOh�ZIG R,OOF I�RA1� � BUILDIN6 i�"iT WITH 6' MINIMUN LAP � 0'V� RI6ID TAP� INSULATION �/8" GDX T#6 D6GK R-30 RJLL BATT INSUI..ATION , STEEL. DFGC RASFtI N6 W/I NT6�RAI.. DR I P �Df E '`"' O , � � OI� � � � � M ( � � NN I � v � NO � r^� �, � MOOO , N � � � � N > C d' :►= C O j� d' (� � � Li 6' 18 6A. h�J1TL 5TUD5 AT ib' o.c. ., , RO�OF JOI 5T, 5EE STfdJGTURAL DRAWI N65 �' p y 0(p��9 , ,�P O� � - �E-@ • t3L �� � R-1 a BJ1Tf I NSULATI ON `���, \.c`�v� NS G •• 5/8" IYPE 'X' 6YP5UM HOARD 5/8' TYt'E 'X' 6YP511M HOARD •` � �3.0. NEADER 4' 16 6A. h�ATL 5TUD5 AT ib' o.c. 108'-2 3/�4" V����Y m I � I E.I.F.5. ONBt 2' RI6ID IN5UTATION AGGENT 8Ah1D TYPIC.AL E.I.F.S. O�IER 1 1/2' RI6ID INSUL.ATION l'YPIGAL � 1 DARK BRD�IZE ANODIZED ALUMINUM 5TORE PRONT SY5T�1 IIJFILL RDO�F �ROM TO'P OF D6GK BaGK TO TONE� GORI�R Ii�ILI PARTITION UP TO RO�OF DTGK. FINISFf WI1N E. I.F.S. �,, �� - � ` - z 0 WALL MOUNTED LI6FfT FI)CiURE � > w 8.0. �IXTURE � ^ 7.0. SILL ���,_�„ lm3'-m" , ST01� SILL WITH i' SLOPE l"YP. 1" D�P E. I.F.S. AGG�NT BNJD ~ 5T0� YB�� ANU�iOFZ TO PLYWOOD EVER'r I 2 5Q. FT. l'1'i'IGAL HO?TOM OF HEADER f�OM F�RONT � TO BAGK. 1�N QUARRY TILE Q I 0 1/2' EXPAN5ION JOINT �hITKY D�UOR O � z FINISH INDIGATOR 5� �u� �- ai DRD FINfSN FLOOR DRAWN BY: 4 a d da 4 Q L� d d �����011 � � d d a � d s 4 � �2 CHECKED BY: U�.M . o a Z o SITE: �2�� W�E�� � Q Q 4' GOfiJGRETE SLAB, 5EE STRUGIURAL DRAWIN65 3 W o����� cv ° GONGRETE PqJNDATION WALL AD D R ES S: �OJ�UCp ' �U y=�W F 21�1 NORt� �RONt�4Crt� RD � ����° �z v� yW��� 4 r a������ 2' RI6TD iNSULATION AT INTERtOR PA�E V,L���,, CQ �Z � ��Z°�Z� d � o���o�o OF FOUNDATI ON WALL � �� ���� SCALE: �" : �'-�" W �� � aW��Z� a " � �s� � ���=�zo DATE: ��o- _ ��_� �mo 26.99 TITQ U 7 ����U�m� LE: ;� �o�����aa McDONALDS GORP IljIJI�/j� �, VI u�/j` �NtRY WAY S�GtiDN a L= � OW� 6 w/��� ���� � �, 7 ��� I�� �O� �d �Z Z�0 W��� � � < �Z�V C� � f t M ny O W�4.�NtA � �� o �����Z�E I" - '' � 0 �/��� a �� � � '�m N � '� s o�°�=�o� DWG. 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L.� o � a o � � I I _� ` . _ I I �t Q F ��O�'4 V � � � I I a � �O - , I � � � � I � � � � � a � �� ,t � I I o `/��` � � I a � I � � � � �Sg AR �� ad • I I ( I I I I I I I � v v I I m � � II � � Y A � I I I I I I I .o-, t = II � • = II I � � � II • � I I I •�. � � � n I I �9 � 0 �� � I ( ` � I I 0 �� I I ( � I I I I •Q,s� -� � La O �� � � ( I I ( I •� �9 � �Z v '� I I I I I I I I +�U L �'�' O 3� � � I I I I I ( a Z �� O ?Y I I I I I I I q w .)� 0 � f- �W I II I � � � � �� W ' �� I I I I I I I I ��i +• ?� I I I I I ( ( ( r= o I . 3�=o � ( I I I � � I w Z � �� I I � ( � ° I � =s �� _ � o ' I I I i I I I I I I I I 0 z � ny i� ,� ` DRAWN BY: p� o �— Y � I =U � U � � � � CHECKED BY: U�.M � I I � � � SITE: �2�0� I j D`�C �/ � � �� ADDRESS: � � � � 21�1 NORt4� �RONTACz� RD r u Q - V�a«, co � � � _ � � � SCALE: " - ' " ; a 3�� _ � -� � s V u� u� 1.�U l�tl � v a � I�D �— DATE: 2.26.99 _ � � � � � _ � _ � _ � _ !x � w �► � �! , N , Na� � - � e N = � w = N -� - ; . . . � � . . � , ' cA 0 TITLE: , ;m � 0 � 0 � N � �o Q �, � A � � � � o _� McDoNaL�S coRP ;o ~ _ ~ � oa ^ ca } ca _ +- � tou1�R S�ctloN . �a � n�' =a ' o �� ��.3 ' �� DWG. NO.: �� �_ �� STATI O N N 0.: MC�01�✓ L � . Y 6ALV. SHT MTL HOOD. 1�h1 4" 6UT�ER lYP I GAL FOAM SEAL AROUND ALL PH�ET'RATIONS � 24 6A 6ALV. 1�^l 5HIN61..E FINISH AT SHT MTL FLASHIi�kS TOWER R�OOF AND 1�^l DORhl�S l'YP I GAL 24 6A 6ALY. SH�T h�TAL ' _ 6R��4DE P�l.. �1fYV OD ��1�� � � 2x 12 T�J�TED GURB AT P�RIM. OF UNIT - RIP AS R6Q'D TO j�tAI,_NTAI N LEYEL. TOTAL — — — — — — t�r�TH APPROX. 4'x� , �- —�j �/ j I �FI�G C�.RIG ETIG HI6H / ( ( SIDE OP BUILT-UP GUI�. / I � , — — — — — — — — — — — —�-- — — — — �— — �-- — — — - / —�- — — — — — I • NOTE: � o � o t� � I I �I��T0�8U I�LDI�6�PL�A�t � � � a�o ' I �— I � —� I TO I NSU� �IETt?ATI ONS ARE �N N N 1 i � �� �GORREGT SIDE � � cv o � I � �� I \ �, � � ° ��� � � ���� ���� « � � � �; �� � � � � > � � � � � � X 1�I.T$. o> > a� � o I — — — �t- cno � � ( � ' � _ o � � �r `v_ � C � . I �� 0 R,9 o I EXISTI N6 ROOF TQ i�hfAI N I �Q� �O - I � � A� L ' I S� I �3 '` ��� �� FN q� I S D ` � 24 6A 6ALY SHT MTL \ � _ 6'-9" 9'-1 1/2" HDOD BEYOND �• GURB APPR�X GONDUIT5, 1�FRI6. LIt�S, ETG. FOAM SFJ+L AROUND ' AL.L PENETRATIONS. I— I�—�I I�_ �I — � � m 5EE MEGHAN I GAL DRAW I 1J65 FOR ` \ \/ 6ALV 24 6A 5HT MTL GO'Y�R DEhfOLITION AND 1�^l WORK AT � � L �� �/�� � � ON t/2" EXT 6R. PLYWOOD. EXI5TIN6 FLAT R�OOF ^ 3 I I TREATED 2x 12 • i'�IM OF _ � I I �, � TO M A��1I NIL�A5 i�Q�D d- I i FIBFR GANT GONTIN. • �- -- -- -- -- -- -� i'ERIM. PROYI� FIBER I GRIGKET ALON6 HI6H SIDL= OF PLATFORM 1/4" P� FOOT MI N. I ���� ���� �� YERTI GAL DROP FROM f�1 DI NI N6 ROOF TO EXI5TIN6 FLAT R�OOF I N.�-�. 4" GANT IYPIGAL I � z � ( � I —� � ; . � I I �- - - - - - — - - - - - � � — - - - - \ �- — - - - - - - - - - - , I I \\ � \ �— — — — —� � � — — w Q 0 4" 6UTfER "fYPIGAL ' o � —�j , DRAWN BY: j�� CHECKED BY: ULM W o � SITE: �2,6� ��z�,° Z ���c�o� � W���°�� NENI SHIN6LE �INISH AT ADDRESS: �p�,`` �U s�8°° DR I YE-THRU ROOF �° ° "J���e �p ��4� K S�W � �� G�°za?�ad3� 21�1 NORtN �fiiONt,4C�� izp y� C7�ZrN"'�p6 �� O��W��� � VI , CO � � W��- �� ���"��� SCALE: _ " lI� 1'-P� �� o����=z ZZ 0 � �- �e� W �� N ¢� �d' f�ilz��m°o TE: ,��gg O. y �j d�U �� ° °� wS wo ��� �g������ , TITLE: �3O �o o��W� �'00� �'�,�l�l �E ��� � _ ` �oy �o U�Uyy _ ' cDON,4LDS CORP oZ � ��� o�>-{� 1/4 - 1 - 0 ROO� PL,4N ti N O U � 3�C��Z S 2 C7p�/ � �m��m�y V � Z�� � O p�O W O� ��is � N��a���� DWG. NO.: �� �o�l-`' z �����?cgo �oB No.: MC0015 - �' i I . _ � NEW EXISTING A B C D E F ; ,0�-6�� � FOR CONNECTION (� � `' 4 g" 10'-1��2�� 4�-3��2 4-3��2�� 2�-4" 3'-10��2�� 9„ ' TOP OF WALL, � � , � � RE H S4 REINF NEW CMU WITH EXISTING NEW � I ���� I ( 2-� ���P �� � ' 4 � 32" MAX � ONE Q�� _ Q�� � � // �4 � END CELLS TYP � I I I � 1 � � ! i NEW CULTURED STONE _ _ 1 1�y� ; i / INFILL CMU � DOWEL I I I � i , // INTO �E) WITH #5 x22" A p L _— — J L � _ � I // L5x3x�/4 (LLV � BOLT TO � 32' 0 C MAX � ���e 5�/z�� � �\ti E � i // (E) CMU W/ �/"0x6° SLEEVE ONE DOWEL EACH END S� �o�°c�' �� S� � �,�h����6 p,o `�6,� ��.`O} S� � � i / ANCHORS � 24�' 0 C INTO CELL MINI�IUM � GROUT 2 _ _ �S 0Q__ _ _ _ � _ _L �S OQ�� �� 6f� �5 Q,`� L —I— -� ,.., ! I / GROUTED CELLS END CELLS � TYP N I �_ I I 0 — — — 4 ° _ 2 � i �� � Z DRILL 5/e"0x6" HOLE � °c�'�I 1 - - h� d- i / � / — — — — — —— — — — — — S . i N � � �t ANDEPDXYGROUTBAR / / / / / / / / / / � / / / � � / / / / / / � / � / / / / / / / � / � / / / � / / // 1 � 0Q �„ � � � • FIRSTFLOOR �� FFE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// I � � N °� o t 100'-0" / / / / / / / / / �/ / / / / / / / / / / / / � 100'-0" x x x x l � // / / � / / / / / / / / �/ � — — — — 3 � O � ` / , / / � \ DROP T 0 STEM . , � �/ / / / / / / / / / / / // �r / / / / / / / / / / / // // � r —�� \ WALL8" ANDPOUR 0 : rj I � � � -� \ SLAB OVER C� DOORS r—— , ��� � '- c°�i� N c�l I � / / / / � / / / /� �' + \� � � � CONT TOP STEEL � �Q��� i' o � 0 n1 0 ' / / � / \ \ t ° - 6x��1 � c� °0 d- r j j�� / /�� (E) STRUCTURAL SLAB /� �� � � �5�2 2� 4" `° I �S 6x e,2 °� r^� , / � 6 �, , � ,, . � 4 �, o o� i, i, � Z � — — o �, �, �.r, , ��// j��/ (E) BASEMENT WALL Z � // \� �,\�� L ——J � � � d- ��� � /��/ /j�� W o //� INFILL WITH � � e,+°`�Q•'` ';' o� � > c , �// / �/ " J � � 8" CMU � ��S 0 - : � d- -�-� c o X // / / / � �- _ / / ``' �/ J � � � (� D � L� / �/ / / � Z �� ��;; � � �, °' � ��; B � _ _ 5 � � � � , , s, _ — — — _ � ,, — � TS - �/� 4., �,_6„ 8k6�,3 0 ; ; � ep,;6 6 � A STONE ANGLE C�? EXISTING B NEW SLAB � EXISTING �% � �5'i2� p ;� r S1 3/4~ _ �'-o" S� 3�4„ = i'-o° �� s� � � / I �I16 � . / � �6� � �v����uui�i�i►�ui�i�i ; � � �S� �Q' �0����� �E:��'�����sie �\ @� �ace�^�.r. k`,��"' J // I �!` �,`S°o �' {�,�o��: °�r i n // — — — � � � te\'�P�l�r€16 .�s`'e�^f�'i - // `��o o`� ��i.� T49� � � ( � , _y /q �,v c� r .m o � I �a°7 L�6.��—Y� �m�� �/ � I ��e oad'�1 ( � COL �CI % �° ,R , E ��'(I � � � ° �``� . a m- r i� �e0� m�oe . �e, . � //� � � � 9�� .�,P '///��''���i�oii i�i�i►����� \`` f EXISTING BASEMENT WALL � o o w Z � //�.I 7��2 TYP 7��2 nP o 'L�Z,(� �°� ¢ � I � 3 � I � � � o°, C6x18 GA METAL STUDS � � 4, o ���" I � ° ; � � STONE VENEER � 16" 0 C � `� J �/,{' I , / / / / '� / // �/2" APA SHEATHING � J j j�IU1 5" CONCRETE � i � 16 / / � i / �� SlA6-ON-GRADE 6�.� .� � I /� �/j�'� / / F F E EXTERIOR PAVING �� T 0 C = 100'-0" i kS�� eQ' m i / / / / REINFORCE WITH � / � �/ �/ / �// 100'-0" x x x X • x x x X �� 6x6 - W2 1 xW2 1 � R � /j�/ // / �///� �/2"� SELF DRILL�NG CONC �� � SLAB CENTER � � �� �/ //��//��� ALL H HRFAD'/ROD �1 2) � TOP // � � � `J ` 9 CONCRETE STEM WALL "' i � �/ / ��///��/ & (2) � BOTfOM � ADD (2) � // -- -- -- -- -- -- -- -- ----L �� � ���// ��/ MID-HEIGHT FOR WALLS OVER 4' W/ (2) #5 TOP & BOTTOM � � � � �//��///���/ DEEP] � CENTER IN WALL 5�/2" 3�/2" j� I SLAB CONTROL � � / / / JOINTS � 15'-0" � i ����������� � i� , oc MAx � � o � , �ii �i� I � ' j��//j��//j/ #4 zN�� 24" OC //� � � ; ���i����i� � 8 ��� � � I � �ii����ii ( ,�' I I � E i � // �///j/ TOF o ¢ //� I � � ��.`°�'�I 6� ! � Z W �/ � � �S 0e I i/ ��/ / / / / / / 97'-0" � � I �///j j� j j j�j/ ° CONT FOOTING WITH ,�, ° /j'1 I — °� — — (� 4 ��/ / / /j / / � / / NEW WALL & FOOTING � � (2) #5 LONGITUDINAL AND -� -� � � w J � � �/ � / / / / / / / � / �5 � 24" 0 C TRANSVERSE a, � //� � I 2" TYP 2 PLCS ' / / � � i i i / / / i /� I / �/ � ( � � t �i, � � � � z � C NEW 8c EXIST WALL CONN D TYP FOUNDATION ,� ���,� � ,�a I 3 �61 ' S� 3/4 = 1 -0 � / ��- Q, I ��,��Q,'� � i �,�6�� O i S� �� 0 � �� � �S �e j ! / � / / / / / / / / / / / / � / / / � / / / / / / / / / / / / / / � � O W � �/ / / / / / / / / / / / � � / / �/ / / / / / / / / / / / / / — -- - - - - - - -- - — --- - --- - -- — — — � � j /� ��/—,� I � � / � // � �// N — -- - -- -- - - -- -- -- - - ---- -- - - J � / L _ // � p` TYP � , � � � p ( I ��/ / / / / / / / / / / / / S� S1 St ' �/ / / / / / / / / / / / / / � - TS6x $,� I 10'-6��a., I 10'-6��a�� 5�/2�� � � 3��2�� � -9��2. . 5�/2„ 3��„ 22'-2„ � w � METAL STUD Q I t COLUMN RE F/S1 I I 2" STONE VENEER ON �/2" A B . I E � I I APA RATED SHEATHING O � � � � � 2'-1„ 9„ 9„ 2,_�„ 9 � Z FOUNDATION PLAN DRAWN BY Jp � ( � CONCRETE CLOSURE POUR 2��2" 21��2" i 5�/2" 2�/2" 2�/2" 5�/2", 21�/2" 2�/2" � ( � � 18"x18"x12" DEEP = � �.. �., _ �„ �„ ��4^ ��_p„ ' � � _ I � � I � CHECKED BY RBR � z N N I I I `" , i . I I � \ SITE 42�04 � TOC I I � � _ � 100'-0" I I O° - � 0O ' Z o 3,. 3„ raN r � 6., fi, WU��^o a o � Z �ZOt�o3 ^ � �, , ��/2 n � � ADDRESS � � COLUMN � 21�1 NORTN FRONT,4CxE R0,4D aVf z�nw�° I ( I k � W W U��N Y e W `` �g J�U�� \ (4) /4'0 ANCHOR BOLTS � u V A I L, C O � ° o ���W ^ PILASTER B � 3 � RE PLAN � �� ���°��� _ 3)#6 VERTS EA FACE `" ; � �� Q�?=��� � � J �8 TOTAL) � _ � �� ��Z o��� "� � C4x18 GA � COLUMN � � COLUMN � BASE �. �/2" � i RE PLAN � RE PLAN � SCALE �4S NOTEp N �� �N��,��� #4x �AS SHOMN 1MYEPAL STUDS V - � - - � - - � - - � - - - - - - - - - � _ FN � o „ ° �,���0 4 TYP � Q �� ��� ��� � ` � � � OR FILLET AT ' ' o �� � o N ;� � �SMALLER COL � � V— (2) 3/4"� ANCHOR BOLTS DATE 3-I-99 � a i,°���=°�^c� O �� ������o �I 1„ O � �� ��=W��mo TOF #4x LpTO MATCH #6 �" 16° 16" t" ^ BASE I� 1" � f� �/2"x12"x12" � TITLE � �— � 1„1cDONALDS CORP N_ � '�—`��� U ` �,������� o VERTS (2) 3/4°4 ANCHOR BOLTS 3" 3" 3' .r ��� =o���N�� �� 16�� '$� �OUNDaTION PL/�N ��� ���,���W� �s � BASE I� 2 .� � � W��� � �N� �o�o��s� � PILASTER A � ,N ��� � �������o _" #4 � 12" OC EA WAY � � ( ��� � �W °m�N� �' F PILASTER DETAILS G BASE f� DETAILS �w� No � W �m�=zW�� E TOWER FOOTING „ , „ � g� � ��J� � N��4���� S� 3/4" = i'—o" S� 3�4" - 1'-0" S� � i/2 = i —o STATION NO I„1C��15 ° � N y �p N�Cy,�W W�Z N <_ �O� Z ��4.��=U O O Z m O � � f � . B D � A B C D F� � � . ' ,o'-s° k � CSx11 5 B � WALL ' S4 B ; s'-2/2 $„ 1 � � / 1'-0" 10'-1��2� 4'-3��2� 4'-3��2 � S2 � �. � � 2 5 VS 5 � � S4 EXISTING NEW � - _ _ _ _ � _ _ _ _ _ _ _ _ - �j � ' 5 I �RUSSESMING NEW MANSARD FRAME BELOW �.� (E) MANSARD FRAMING � I � � � � �6� ���-°' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW MANSARD i i FO STONE (TYP) ��� � � 9 = _ _ I r - - - - - - - - - - r - i � 1 � � ; o . — — � � � � , 1 . C I� � ( •tN1 � �� i S4 ' � ! " � ' ' i MANSARD FRAMING � � � � �' j 1��2°x22GA � � � � � � � � - � � 24" 0 C (TYP) I I � � I \ � N I I ° `r' I OOF DECK I N �° ° '"' � � - W14x22 � � ' � , � � ^ � � 2 E � � O W 113-10 I - „ I _ , ¢ A i � 2'-4 � � � ' � .('s• � c�i> "' o � O y�caj' 6�1-9 �n S4 — — — — � � O f� � � � . �� C6x8 2 � � CONNECT W14 TO TS6x _ � � I � ? <y ,\ti I I WITH WT4x13 WELDED N � � �� ,�� �.`�} ( � TO TS6x AND (2) BOLTS � � � N � } � � � TO W14 (2 PIACES) � ^ , 2 5 VS 5 DEMO E) MANSAR EXTENDED `� � �° FRAMES � SOUTH II ,�3 � I I � � JOIST END i / i r� WALL (3 PLACES) �I i— 4 cn o O o� ' C8x115 � \ \ � � \ � \ \ � � � � - - - - - - - � _N , � � ��o � \ \ \ \ � \ � � \ � E � �'h 5 SPACES � 3'-2/8" = 16'-0" �� ��\ ��� � �� � � � S5 , � g - - - - - I - - - - - - M � � � a> > c � 3 _ —L _ _ � d' -{-� C O x \ Z�� � � — — � O7 � N � p � �� � � z � \ � � d-' (l� D � L� ; � � \� � �`f'� �\� \ � � — — — I � " ° � � � � 1 TOWER ROOF FRAMING ` � � � �W��� � , � � _ , _ _ - , � � � � � � � � � � � � � � SZ 1/4" = 1'-0° ��\ � � �� \ � � � �� \ N � 3Ia BENT PIATE a , \ � ��\ � �\\\\ � �� i WELDED TO BEAM 6 AND BOLTED TO DIAG i BEAM WITH (2) BOLTS ;.�, NOTE PROVIDE METAL DECK SUPPORT i � 4 (2 PLACES) FRAMES � ALL PENETRATIONS GREATER i G i ���e��tni�nrnr�ris�� ' THAN 12"� � p a\����?,� ��a� ����e. � 1 /2" TYPE Bx18GA ���ee'��'��°`6i�3s`s9`�e,a0�'1/. METAL ROOF DECK NOT SHOWN ROOF DECK i � <.��,;,���` ��ary ���� 1 � ' � L� I — — — �i�'�� �v�°,,�c � � , FOR CLARITY ; i i i I � �'�� � v'a�i , IIII I I IIII a��u� pa°r i _ � � , , RE PLAN FOR STL JOIST � r � ,��, � ���4� �� � � � � � 13'-0° � � _�;� " : o i ' ' � � MECH OPNG � COORD SIZE, � � ; ; ; LOCATION & NUMBER REQ'D W/ H e � � � � MECH UNIT BASE S4 � � o i i I //�f������i���i��o�`.�����������~~`` i MECH REQUIREMENTS � i � � , i � 0 2 .2� �� � � � � TREATED WOOD NAILER � � i � � � � � N � o � ;;;; ; , ,"' COUNTER FLASHING � i � ' � L 3x3x�/4 (4) SIDES OF OPENINGS � � � i ; ; ; � CANT STRIP X' I i G N ROOFING � 7 5 TON YORK � i I �RUSSESMING m � PLAN VIEW � � � TAPERED RIGID INSUL W = 1362# I - � _ _ n � ?v � nP FESCO BOARD i i � i t (E) JOISTS 4 ' . 4'-0" 0 C 1'-2�/a�� 3�-33�a�� 3�-6�/2 3-6 4-4 3'-6 3-6 4-0 � i �E) �E) � i I , COPE LEG EACH END STEEL DECKING I �\ � � ° o ; J L J L L 3x3x�/4 � TYPICAL L4x4 FRAMING BEAR ON 36LH10 JOISTS i � I i STEEL JOIST EA END � SECTION �P 2x WOOD BLOCKING i � I ; RE V/S8 FOR MECH RTU NE�TTIENEEN CURB & L i E \ ' SUPPORT DETAIL t ALSO PROVIDE SOLID � WOOD BLOCKING BETWEEN S4 CURB AND 4 POINTS � — — — g WHERE IT CROSSES OVER � TOP OF STEEL JOISTS C6x8 2xCONT BELOW ( A TYPICAL ROOF OPENING DTL B SECTION C� CURB BACK OF MANSARD � PLACE , ; ON TOP OF DECK � DOUBLE MANSARD f FRAME SZ 3�4�� _ 1'-0" SZ � ��2�� = 1'-0° - - - - - - - - - - - - � F � , � CD Z � S4 � OVERFRAMING � TRUSSES � - ° 10 � � W14x22 — ' � � � � � \ '� 13 6k 0 5k 113-10 10 2k 14 GA FACIA f£ x CONT o � • � 16'-0" LENGTH MIN � ' � ' � � ( @ CORNERS , i _ � � / J � � — — �C � , / - - - - - - / � - - - - - - - / / DOUBLE MANSARD i i i � � FRAME � � / / i i Q I � � � � o , , � � / / / / / / / ,� / / / / � �/ ,r / / / / �/ / / / // � � 4„ g" 10'-6�/4 I 10'-6�/a" � O � � Z � � I � WALL � COLS ' I � I DRAWN BY JD f INSTALL LONGER BOLTS N ' � . AS REQUIRED I @' � I `� I W I ' A B . � E CHECKED BY RBR , � � � I. I � � � � � � � � � Z ROOF FRAMING PLAN SITE 42�� ; �/ iiiii, ,l� iiii ,l' /i ,l� iiii �( /iiiii � ; N � W w w � ^ a � � � � ( I Z � 1/4" = 1'-0" � ^ ��z'^o � w � ADDRESS 1 � Z �?ot�o3 W � F-- y..� d Z N N W 0 / � U W W U Z�N Y ' _ �O J�O p� � V O 7 F- I �, �o o �a�W o � � , � 21�1 NORTN FRONTAC�E RO D . °' !� N��W �� INSTALL ADDITIONAL 4x 12 i � o� W � a� =�'=�a"W � � D O U G F I R #2 V�IL, CO , N U� Q 2����a' / / a ❑ � a � oa l�F- HOGN � � cok'z�-��°�a � a � ������o / � --- SHORTEN (E) 4x12 AS i � � ° �� N���o�� / � REQUIRED i � � SCALE NOT D � �� u`f��v°�� � � DATE 3-1-99 � ¢ 1- V p U �� 0����N� / / I � � Z_W N p�p / / � I � r �� ��'�'=��m° $2 s r ���U�W _ TITLE � _ ; - — - ROOF � TOUJER FRAMINC� , - - - - - - - - - - - - - - - - - � ��� ���Y°�m� 2 DRIVE THROUGH BEAM COLUMN - - - : O J PL�N � DET�,ILS � _ ��- �o���W�4 S2 �'/2" = i'-o" � N �� p U�p W t��Z � N 7a w p�V�N °�d � NN� N� V 1��s2 Q� � 1� <�� O �W a=�W Jaa2� � /f � ��� � �m�ON�U'v � � �_ m� DWG NO � 2�W � l+ �W Z W d'W � c� o�-d� =o� Z � � o N��4S��� i �$ � o ��� g �����=oQ STATION NO MC��15 � , 1 t ' 'II� ' 1 1 Y GENERAL NOTES � ; 2x4 CONT KEY � F. ` DISCONTINUE WWF AT JOINT 1 A THESE NOTES SHALL SERVE AS THE PROJECT SPECIFICATIONS FOR THE M ENSURE HORIZONTAL CONTINUITY IN WALLS, FOOTINGS AND GRADE BEAMS BY 11 METAL DECK �_ �' � �, STRUCTURAL PORTION OF THE WORK PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS UNLESS � � ` � x x z— �—x x x DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF A GENERAL d. �� f � o B ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS 1 ) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD STRENGTH Y�� �✓• r BEYOND THE CORNER OF 33 KSI � [ C CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL 2 ) DECK SHALL BEAR A MINIMUM OF 1-1/2 INCHES AT SUPPORTS � F 1'-0" 4" 4" 1'-0" DRAWINGS N WIRE FABRIC REINFORCEMENT LAP ONE FULL MESH AT SPLICES AND WIRE 3 ) DECK SUPPLIER IS NOT RESPONSIBLE FOR THE ADHESIVE ABILITY OF , � ; K� TOGETHER SPRAYED ON FIREPROOFING ?'�� � OOINSTRUCTION JOUR D VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, 4 ) ALL DECK SHALL BE GALVANIZED, PHOSPHATIZED, ALUMINIZED OR PRIME F ,12"� x 3'-0" SMOOTH DOWEL MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS 0 NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY PAINTED, PER MANUFACTURER' S RECOMMENDATION AND SPECIFICATIONS � 3-0" 0 C � COAT ONE END TO CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER � PREVENT BOND 2 GOVERNING BUILDING CODE UBC 1997 � P DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI F DISCONTINUE WWF AT JOINT 3 L I VE LOADS USED I N DES I GN ' 8 MASONRY ` E ' x x A SEISMIC LOADS PER UBC 1997 � o ; 5 ) DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER a� A CONCRETE MASONRY � O � f 1 ) CONCRETE MASONRY UNITS SHALL BE LAID PLUMB, TRUE TO LINE, WITH SUPPORTS WHEREVER POSSIBLE � � ZONE 1 LEVEL COURSES ACCURATELY SPACED FULL UNIT MORTAR BEDDING SHALL �' � I �o ' � ,p�( B ROOF DECK � ,Y-� � � V IMPORTANCE FACTOR 1 0 BE USED FOR THE FIRST JOINT AT THE TOP AND BOTTOM OF WALLS AND 1 ) NO PERMANENT SUSPENDED LOADS, OTHER THAN LAY-IN ACOUSTICAL TILE cn N c�l I AT INTERMEDIATE BOND BEAMS FACE SHELL MORTAR BEDDING MAY BE � o cv o E CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK �/4" B WIND PRESSURE PER UBC 1997 USED FOR INTERMEDIATE COURSES ALL JOINTS SHALL BE 3/8" NO�IINAL � °O � E 2 ) ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER THE � �� � AND SHALL BE TOOLED SLIGHTLY CONCAVE, AFTER MORTAR HAS REACHED L- r� FOLLOWING UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS >, 0 0^ I � � REFERENCE WIND VELOCITY 80 MPH ITS INITIAL SET SO THAT MORTAR WILL BE THOROUGHLY COMPACTED METHOD OF ATTACHMENT SHALL BE BY PUDDLE WELDING OR #12 TEK � o U �"� �'`� ! � AGAINST EDGE OF UNITS RUNNING BOND SHALL BE USED UNLESS SCREWS EXCEPT AT SIDELAPS WHICH SHALL BE CONNECTED WITH #12 TEK � ''� `�� � � �—�—x �x—x EXPOSURE CLASSIFICATION g OTHERWISE NOTED „ SCREWS FOR DECK LIGHTER THAN 20 GAGE 1 � � � ' 2 ) HOLLOW LOAD BEARING CONCRETE BLOCK SHALL BE 8" X 16 NOMINAL a CONNECT DECK EDGES AT SIDELAPS AT A MAXIMUM SPACING OF °�' � > �� E IMPORTANCE FACTOR 1 0 FACE SIZE WITH THICKNESS AS SHOWN ON THE DRAWINGS CONFORMING 24 INCHES BETWEEN SUPPORTS o�-� � a�� � o � �� � � TO UBC STANDARDS 24 4 AND 24 5 b CONNECT DECK TO ALL STRUCTURAL SUPPORTS PERPENDICULAR TO �" � � � � € ,�pq� C R O O F 1 0 0 P S F (N O T R E D U C E D) 3 ) A L L C O M P L E T E D M A S O N R Y W A L L S S H A L L D E V E L O P 1 5 0 0 P S I U L T I M A T E D ECK S PAN A T A M A X I M U M S P A C I N G O F 6 I N C H E S, I N C L U D I N G E A C H {- SAW BETWEEN 4 TO 12 COMPRESSIVE STRENGTH (F' m) IN 28 DAYS SIDELAP � HOURS AFTER POUR) 4 STRUCTURAL STABILITY DURING CONSTRUCTION 4 ) S P E C I A L I N S P E C T I O N N O T R E Q U I R E D c CONNECT DECK TO STRUCTURAL SUPPORTS PARALLEL TO DECK SPAN AT � 5 ) TYPE 1 MOISTURE CONTROLLED BLOCK SHALL BE USED A MAXIMUM SPACING OF 12 INCHES E A THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL 3 ) ENDLAPS SHALL BE A MINIMUM OF 2 INCHES � ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED B �10RTAR SHALL CONFORM TO ASTM C270 TYPE S, WITH A MINIMUM 4 ) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL FRAMING REQUIRED TO f I ^ THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING COMPRESSIVE STRENGTH OF 1800 PSI SUPPORT DECK AT OPENINGS THROUGH DECK NOT SHOWN ON THE DRAWINGS � A S L_!'1B—O N—G RAD E J 0 I NT D ETAI LS AND BRAC I NG AS MAY BE REQU I RED DUR I NG CONSTRUCT I ON TO ACH I EVE THE ' FINAL COMPLETED STRUCTURE C GROUT SHALL CONFORM TO ASTM C276, WITH A MINIMUM COMPRESSIVE STRENGTH 12 LIGHT GAGE METAL FRAMING f , S3 NO SCALE OF 2500 PS I \`����o��niimur►►�iiisi�� � 5 SUBM I TTALS A 16 GA AND HEAV I ER STUDS SHALL HAVE A M I N I MUM Y I ELD STRESS OF 50, 000 ��e`���,e'a��������'/Oi� f D RE I NFORC I NG BARS DEFORMED BARS M I N I MUM Y I ELD STRENGTH 60 KS I ��`�'��'�����Ht��`� �� � '� � � PS I 18 GA AND L I GHTER STUDS AND TRACKS SHALL NAVE A M I N I MUM Y I ELD �•.�ti��� �,. �"��oa�� � ' A, FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS TO STRESS OF 33, 000 PSI ��'-�..� �d-�`�� � E EXCEPT WHERE OTHERWISE NOTED HORIZONTAL REINFORCING FOR WALLS SHALL =��'�= �a ' ; STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION SUBMIT IN A � = �,� �� �m ° ; TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL BE "DUR-O-WAL" TRUSS JOINT REINFORCING PLACED AT 16" CENTERS B STUDS AND TRACKS SHALL BE 20 GAGE MINIMUM =.�y� �2`��5 e�� � STD ENGINEER HORIZONTAL JOINT REINFORCING SHALL BE PLACED IN THE FIRST TWO BED ��; o � � � HOOK JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, AND SHALL EXTEND A C PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL % 0 °��° ` ' B FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS INCLUDING DISTANCE 0� 24" BEYOND EITHER SIDE OF THE OPENING '�',,, ��° o••e°• �"'� � OPENINGS WELD STUDS TO EACH OTHER WITH 1-1/2" LONG 1/8" FILLET �` �, �� ���` i STRENGTH TEST DATA AND MANUFACTURER' S LITERATURE ON ADMIXTURES FOR WELDS AT 12" 0 C EACH SIDE PROVIDE STUD TRACK AT EACH HEAD AND `����iii��i�i��i����� � REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON-SITE F ALL ITEMS REQUIRED TO BE BUILT INTO MASONRY SHALL BE INSTALLED AS THE SILL �� USE OF THESE MATERIALS �tASONRY WORK PROGRESSES CUTTING AND FITTING OF MASONRY SHALL BE 'Z�Z.` " � PERFORMED BY MASONRY MECHANICS USING MASONRY SAWS D REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO � 6 FOUNDATIONS FOUNDATION, FLOOR OR ROOF ` G MASONRY WALLS SHALL BE TEMPORARILY SHORED AND BRACED UNTIL THE A REFERENCE PROJECT SOILS REPORT PREPARED BY CHEN AND ASSOCIATES, INC , DESIGNED LATERAL SUPPORTS ARE INSTALLED 13 TIMBER � 36 BAR 0 LAP NUMBER 13885, DATED NOVEMBER 9, 1976 FOR ADDITIONAL INFORMATION AND m I � REQUIREMENTS H LOW LIFT GROUTING A ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL FOREST 1 ) VERTICAL GROUT POUR SHALL NOT EXCEED 5' -0" IN HEIGHT GROUT PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION y B BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 LIFTS MAY BE UP TO 5' -0" IN HEIGHT k INCHES BELOW ADJACENT FINAL GRADE B ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE ° I HIGH LIFT GROUTING CONTENT OF 19% C ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSF 1 ) VERTICAL GROUT LIFTS SHALL NOT EXCEED 5 -0 IN HEIGHT , , 2 ) PROVIDE CLEANOUTS AT BOTTOM OF EACH POUR C FRAMING LUMBER 2X8 AND LARGER, DOUGLAS FIR-LARCH, ALL ELSE 36 BAR 0 lAP 7 CONCRETE 3 ) TOTAL HEIGHT OF VERTICAL GROUT POUR SHALL NOT EXCEED 12' -0" IN HEM-FIR IN THE FOLLOWING GRADES i STD ANY ONE DAY 1 ) GENERAt FRAMING STANDARD AND BETTER OR STUD ° � HOOK A ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED CLEARLY 4 ) RECONSOLIDATE TOP 2 TO 4 INCHES OF GROUT BETWEEN LIFTS 2 ) STUDS STUD OR BETTER � IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL 3 ) FLOOR JOISTS AND ROOF RAFTERS NO 2 OR BETTER ; CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE J AT BOTTOM OF MASONRY WALL, PROVIDE DOWELS EMBEDDED INTO CAST-IN-PLACE 4 ) BEAMS, STRINGERS, POSTS AND TIMBERS NO 1 OR BETTER � CONCRETE AT EACH VERTICAL REINFORCING BAR DOWEL SIZE SHALL MATCH , '�- � �� SLUI�P ADD�IIX- � � VERTICAL REINFORCEMENT D ALL MULTIPLE MEMBER BEAMS MADE FROM FRAMING LUMBER SHALL BE NAILED ; � SI S� SF.�ENI �N A�tSiB l�J TOGETHER TO FORM A S I NGLE, COMPOS I TE UN I T US I NG NO LESS THAN TWO ROWS � � � o CONTENT �A�1� � ,�fj� K SPLICES NOT PERMITTED IN REINFORCING BARS EXCEPT AS DEFAILED OR OF 16d AT 12" 0 C E � `�' � SACKS/C.Y. AUTHORIZED BY STRUCTURAL ENGINEER WHERE PERMITTED, SPLICES MADE k ; 36 BAR 0 LAP BY CONTACT LAPS, SHALL BE A MINIMUM OF 40 BAR DIAMETERS E COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET FORTH � FOOTINGS 3000 5 5 0 58 3-4 1° 0-2 f '� WALLS 3000 55 058 2-4 1" 5-7 L GROUT ALL REINFORCED CELLS AND BOND BLOCKS FULL IN UBC TABLE NO 25-Q AND AS DETAILED INTERIOR FLATWORK 3000 5 5 0 58 2-4 75" 0-2 F SHEATH I NG t NOTES EXTERIOR FLATWORK 3500 6 048 2-3 75" 5-7 M REFER TO DRAWINGS AND SPECIFICATIONS FOR REINFORCING AND OTHER CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATION, , 1 CORNER BAR SIZE TO MATCH REQUIREMENTS LATEST EDITION SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT � PRIMARY HORIZONTAL REINFORCING ALL OTHERS NOT NOTED 3000 5 5 0 58 2-4 75" 4-6 t SPANS MINIMUM N WHEN TEMPERATURES DROP BELOW 40 DEGREES FAHRENHEIT AT ANY TIME DURING � 1. WRA = WATER REDUCING ADMIXTURE 1 ) ROOF SHEATH I NG 1/2" TH I CK APA RATED SHEATH I NG 32/16, EXPOSURE z d MASONRY CONSTRUCTION OR CURING PERIOD, COLD WEATHER PROTECTION 2 TOTAL AIR CONTENT, PERCENTAGE RANGE CHANGE TO 5-7 IF EXPOSED TO 1 NAIL TO SUPPORTS WITH 8d @ 6 INCNES 0 C AT ALL PANEL EDGES � FREEZING TEMPERATURES PROCEDURES PER PROJECT SPECIFICATIONS SHALL BE FOLLOWED AND 8d @ 12 INCHES 0 C AT INTERIOR OF PANEL v� ' 9 STRUCTURAL STEEL 2 ) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS w � B ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE II CEMENT G ALL TIMBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS � ' A STRUCTURAL STEEL MINIMUM YIELD STRENGTH 46 KSI FOR TUBES 36 KSI ALL MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY FOLLOW � B C 0 R N E R BA R D ETAI L C REINFORCING MILD STEEL REINFORCING SHALL BE ASTI� A615 WITH A MINIMUM ELSE, UNLESS NOTED OTHERWISE SUPPLIER' S INSTALLATION RECOMMENDATIONS ' S3 NO SCALE YIELD STRENGTH 60 KSI, EXCEPT COLUMN TIES, BEAM STIRRUPS AND WHERE � NOTED, SHALL BE 40 KSI ALL REINFORCING REQUIRING WELDING SHALL B CONNECTIONS NOT OTHERWISE DEFINED ON THE STRUCTURAL DRAWINGS SHALL BE H PRE-ENGINEERED ROOF TRUSSES CONFORM TO ASTM A706 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DESIGNED BY THE FABRICATOR STRUCTURAL CALCULATIONS FOR THE 1 ) SUPPLIER SHALL DESIGN AND FABRICATE TRUSSES TO CARRY LOADS SHOWN � , CONNECTIONS BEARING THE SEAL OF A PROFESSIONAL EN6INEER REGISTERED ON TNE DRAWINGS PER THE [ 1990] EDITION OF NATIONAL FOREST ` (i) #10 TEKS EA FIANGE D REINFORCEMENT PROTECTION LICENSED IN THE STATE OF COLORADO SHALL BE SUBMITTED BY THE PRODUCTS ASSOCIATION PUBLICATION, "NATIONAL DESIGN SPECIFICATION � � 18 GA DEEP LEG TRACK FABR I CATOR FOR THE STRUCTURAL ENG I NEER' S REV I EW FOR WOOD CONSTRUCT I ON, AND THE [ 1990] ED I T I ON OF THE TRUSS PLATE � � 1 ) CONCRETE PLACED AGAINST EARTH 3" INSTITUTE PUBLICATION, "DESIGN SPECIFICATION FOR METAL PLATE � - - - - - - - - - - - 2 ) �CONCBARS #5AAND SMALL�ERS BUT EXPOSED TO WEATHER OR EARTH 1-1�2 C CONTMNUOUSL�UNLESSSOTHERWISECNOTED NOT LESS THAN 3/16" FILLET, CONNECTED WOOD TRUSSES" � — — — — — — — —— — — — — 2 ) SUPPLIER SHALL FURNISH DRAWINGS TO THE ARCHITECT PRIOR TO w , b BARS #6 AND LARGER 2" FABRICATION BEARING THE SEAL OF A PROFESSIONAL ENGINEER Q � f I I � � CRIPPLE WALL STUDS D ALL GROOVE WELDS TO BE FULL PENETRAT I ON UNLESS NOTED REG I STERED I N THE STATE OF COLORADO I NCLUDED I N THESE � I I I I � 18" GA STD LEG TRACK E NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR DRAWINGS SHALL BE A PLAN SHOWING THE LOCATION OF THE TRUSSES i AUTHORIZED BY STRUCTURAL ENGINEER MAKE BARS CONTINUOUS AROUND E WELDERS HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A W S WITH THE SUPPLIER' S MARK I I � I � CORNERS WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE 36 QUALIFICATION TESTS � ' � � � (2) C6x18 STUD HEADER 3 ) NO OPEN JOINTS WHICH DEPEND ON THE STIFFNESS OF THE METAL z I � BAR DIAMETERS CONNECTOR PLATE TO TRANSMIT STRESSES WILL BE PERMITTED � ( ——— —— —— ——— —— —— � F SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, ATTACHMENTS, ETC -� F DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION 4 ) DURING ERECTION, CARE SHALL BE EXERCISED TO KEEP HORIZONTAL I I I 18 GA STD LEG TRACK BENDING OF THE TRUSSES TO A MINIMUM EXCESSIVE FLAT-WISE DRAWN BY JD - - SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, " G STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH BENDING OF TRUSSES IS NOT PERMISSIBLE -.�, , � ( --- -- -- --- - - --- C R A-1 8 G A x 2 x 2 W I T H A C I 3 1 8, L A T E S T E D I T I O N S P R O V I D E D E T A I L S I N D I C A T I N G R E I N F O R C I N G T H E A I S C S P E C I F I C A T I O N S A N D C O D E O F S T A N D A R D P R A C T I C E, L A T E S T I I (2) �10 TEKS EACH LEG 5 ) THE DESIGN AND SUPPLY OF ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE r I II II CONTINUITY AT CONSTRUCTION JOINTS EDITION THE RESPONSIBILITY OF THE TRUSS SUPPLIER C H EC KED BY: ��R ` - � �I �I G PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT 10 STEEL JOISTS AND JOIST GIRDERS 6 ) INCREASE IN ALLOWABLE STRESSES FOR THE DESIGN OF TRUSS MEMBERS KING STUDS � NUMBER OF AND CONNECTIONS DUE TO DURATION OF LOAD IS PERMITTED � I I� �� STUDS = W=S POS I T I ONS SHOWN ON PLANS AND DETA I LS S ITE 4264 ' � �I �I 2S A DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH STEEL JOIST I INSTALLATION OF PRE-ENGINEERED SYSTEMS ; �o,� � S W H PLACE 2-#5 ( 1 EACH FACE) WITH 2' -0" PROJECTION AROUND OPENINGS IN INSTITUTE, STANDARD SPECIFICATIONS, LATEST EDITION PRE-ENGINEERED SYSTEMS SHALL BE INSTALLED ACCORDING TO THE t � a��c� � CONCRETE MANUFACTURER' S RECOMMENDATIONS AND SPECIFICATIONS SHOP DRAWINGS AD D R E S S ' W = a=_ZN�,�a � STUD SPACING � � OPENING WIDTH I( B SIZE, TYPE, AND SPACING OF JOIST BRIDGING TO BE IN ACCORDANCE WITH � � W����W Y = 16'� I PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE BEAMS, WALLS, C U R R E N T S T E E L J O I S T I N S T I T U T E R E C O M M E N D A T I O N S U S E "X" B R I D G I N G A T SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO ; F � �8���0o FABRICATION � �o ��� �8 COLUMNS AND SLABS OPEN�I NGSNUOUS ENDS OF BR I DG I NG LOCATE BR I DG I NG TO AVO I D MECHAN I CAL 21�1 NORTN FRONTAC�E R0�4D � o W � � � �� � °' =J=W��� J N O O P E N I N G S O T H E R T HA N T H O S E SHOWN ON THE STRUCTURAL DRAW INGS SHALL Y,QIL, CO N � ��o��`�W � C6x18GA STUD �� TRIMMER STUD BE PERM I TTED UNLESS THE ARCH I TECT' S AND STRUCTURAL ENG I NEER' S C B O T T O M C H O R D L A T E R A L B R A C I N G S H A L L B E P R O V I D E D F O R J O I S T G I R D E R S P E R ° �_ ���;��o I I I � APPROVAL I S SECURED PR I OR TO THE PLACEMENT OF RE I NFORC I NG STEEL THE MANUFACTURER' S STANDARDS SCALE. �S NOTED � a =� N W��-� I I I 1 8 G A S T D L E G T R A C K C O N N E C T �� � ° � `��U o�� � TO fL00R WITH 5/S2"�x1�/4" PEN �� K ALL CONSTRUCT I ON JO I NTS SHOWN ON THE DRAWI NGS SHALL BE PREPARED BY D ROOF JO I STS AND JO I ST G I RDERS SHALL BE DES I GNED FOR A NET UPL I FT ° � ��~�o�� I �� LOW VELOCITY DRIVE PINS � �� ROUGHEN I NG THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL PRESSURE OF 15 PSF DATE 3-I-99 +,, � ������°� I I I �6" OC I I BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR ; d= �W m o DAMAGED CONCRETE AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY � � � W o 18 GA STD LEG TRACK TITLE N �� ��� I I( (1) #10 TEKS EA FLANGE I I BE USED FOR CONSTRUCT I ON JO I NTS N � ������m� I II Mc D O N A L D S C O R P ; - Z ��� _������= 1 __ L SLABS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE ALL CONSTRUCTION , i� ����;�W� JO I NTS SHALL BE AS DETA I LED OR AS APPROVED BY ARCH I TECT AND , C�ENERAL NOTES y N ��� �o�a���� STRUCTURAL ENGINEER � ��� � �������o , ^ � � �m��N��'� C TYPICAL STUD WALL FRAMING owc No �� � � oWZw�W °' � o ��1����� 3 4" - 1'-0" � Z ��� � N������� S3 � STATION NO 1„1CP��15 ' m ��� � �����=so �3 1 ,�` `i� { � � r , � � � 7'-g„ � _ � MANSARD TRUSS � BEAM RE PLAN 6�� p �GQ E i ��-3� �7, i ♦ fC3 " STIFFENERS � � ` I � / MANSARD ROOF � RE D/S4 Z G � (4 TOTAL) �, � t� , T 0 S i /�� N � L3x3x��a 11�� N , � 113'-10" I � / ° � t 1 /Z" ROOF DECK /� / � .� , � � I I / // � i � / T 0 STEEL �� � 111� � I / � � L4x4x�/4 W/�5) 3/4°0 SLEEVE „ � / 113'-10" ' ANCHORS x6 INTO BOND BM 1�/2 3" 2" 3 � // � '/ � � � i f�/8x3x0'-6/2" � / � `� I I o� /�/ /�/ REWD/S4ARD � /�, � + + ' I TS COL RE PLAN �� / / � � � ;0 CM� � � � W/(�) BOL S4x6x1'-0" �o � � __ C6x8 2 � RE PLAN � o � � I/ // / / /�/ / /�/ / /�/ � / zv WP / W14BEAM � o � � // � / / / / / / / / / / i I ; �, � B 0 DECK // „ NEW ROOF 0 DEEP LEG � � � o�o � , / �C / �c / / �c / / /� / / �/ � � �'���� �4 � 8�_2� 8�/ / / / / 1'-0" 8,.� � � W Z 114�-3" / „�„ SLIP TRACK � N N i i �- / , - � � N O � � / / / / / / / / / / / // I I �� T O S / ;;� 6" METAL STUDS � ��� / / / / / / / / / / / / // / _� 113-10" / � C6x18GA STUD WALL T p o^ i Q ¢ � 36" LH JOIST � i ! 3� / /� � O U�� ' EXISTING CMU WALL W � / r� O � o FRAME TO MATCH /� / WINDOW/DOOR 1 � �� � � �' C O x >N (E) MANSARD � / � WINDOW HEAD HEADER � � � � � * z C6 x 18 GA WITH / � R E S H T S 3 ` D RAG STR UT WELD DNNECTIONS / /� ,/$ RE ARCH / d- c� o � � A � EX I STI N G C M U ' ,�' LOW ROOF � EXISTING � NP I CAL TR U S S B R G � S I D ES � S4 � „ _ , M � -- _ �. S4 3�4�� �,_�„ 3 4 1 -0 � +,;. � •�r _� NEW W12 ' 7'_g" 10'-11��2,. o\o`��o��u�m t t��t�u t i!',i „ 4'-1 /2" 3'-7/2 3x3x18 GA CRA x 12" 5'-10" 5'-1 /2 :\����v.� ��' �e �'s , :�° % i � EL = 109'-7° ��8 � , ��`�°��•�''m �0�a��i'��. a��9� a� „ � CONNECT TO (E) CMU =_'�_� N��3 �°���� f =����? `.o � � 6 WTIH (2) �/2°4 x 4" � 6 = a� ��545 7Do e�� � �Q 3'-10" SLEEVE ANCHORS (� 8 0 C � �Q i�� e�� f � �+ e s�� � � , 16 GA x CONT � / 16 GA x CONT ''�,,'��'���..�e,..••�C�;��� / BENT � TYP � BENT � TYP �' / p�,�����`� � I C6 x 18 GA STUD / ALL EDGES I FOR ADDITIONAL INFORMATION i ALL EDGES aam `���� � // / � RE D/S4 ,i/ �� ' t2 TEKS TYPICAL 2�2'�0�� � , , #12 TEKS TYPICAL B MAN SAR D TRAN S ITI 0 N � � # // /� SL� 3/4" = 1'-0" C6 x 18 GA STUD ,/� ,/� ( � /� C3�/2 x 20 GA �� �� C3�/2 x 20 GA � � /� / STUDS TYP U N 0 �i �i STUDS TYP U N 0 pp I � / Z� ( /�/ /� 3/e" STIFFENER o � � �/� �/ � 0 0 � / (4 TOTAL) �. o I / � / � �� WP � � __ � �o �/ / __ � --- Z N ,;, f�t"W/(4)3/a"0 A325 BOLTS Z� � � oz � . o z �� -- r v� z t + ih « v � �� t -F i� � � �J `;' /� +, ;% C6 x 18 GA STUD _ _ _ _ � W14x ;' °' J N � +„'= C6 z 1 S GA STUD — — — — � � �� / %" �RE SECT F/S4 I COL � `° W Z i� � � �_ / f� /4x2x0'-8" � 16" 0 C � - / � TOS � „ U V i TOS a� / %' 1 1 3'-1 0" 3 6" J O I S T 4 C 5 x 6 7 x C O N T �a � , , ��3�_��� 3 6" J O I S T 3 0 /� /� � METAL ROOF DECK �o ,� ,/ w / / ( � / / �°- / I - - - - - - � o / i �o / i i WN ,� i � ��' � � SLIP TRACK T 0 S � �i �i� SLIP TRACK � � z /� / � z � / � 7yp � � / �/ I I � �'/?n Ilf 113,—��" �/ /� � /� /� � �P � I + ��� ��� � � /� // I � I TS COL RE PLAN + i� �� � � _ � -,� � „ , , ( � � ++ � � + , i i � i i � � � � z � � � GIRDER � RIGHT SIDE � � I I I GIRDER @ FRONT WALL � � � � I 3'-10" 5,_5., ' E BEAM COL CONNECTION F BEAM BEAM � CORNER ' S4 3�4„ _ ,�-o° S4 ,-,�2° _ ,�-o�� � � NEW EXISTING � -� 1�/2" ROOF DECK � D TYP I CAL MAN SAR D � FRO NT B 0 D __ _ _ _ _ 6�� � ,STUD X ,$�A G H I,P MAN SAR D � � S 4 3/4 - 1 0 114'-3" � 1 6 0 C S L� 3/4 - 1 0 � W12xCONT � i (2) SIMPSON L60 f DEMO (E) DECK DECK JOIST / � '� � SCREW TO PLYWOOD, � 5/8 6 ; j j�� NAIL TO 2x �Z � 1�/2" TYPE B x �� � ��/ EXISTING MANSARD W12 TO 18GA DECK (E) DECK '/ // � EA (E) EMBED 3/16 // �/ FRAMING DRAWN BY Jp 6'-0" OC.t 3�16 - - - - - - - - - � ////// i� —�' /���ii�� CHECKED BY. RBR ` � (E) JOIST // _ 2x8 � 24" 0 C � T 0 (E) CMU L2x2x�Ia � 6'-0" /�j�� � i � ���'_4" / 0 C � fIELD WELD � / � �� 5 " APA RATED SITE �2�p4 U=N�Q / �a � � W J� � � FACH END //j�//// / / SHEATHING � �z����� / JL i ����iiii i iii� ADDRESS W�U � W �U='�"�� � I � / ��� /��� � � � / � _ _ - - - - � � W 5/8° APA SHEATHING �,;���,���� � � � � � � 21�(1 NORTN FRONTAC�E i�0�4D ~ � ��� ��� (E) 8" cMU i�� i�� �ii i i i i i i � VAIL, CO � �W =_ � �� ���og�W / �// ���//���/ / / / / � � / � `" �`g~��� , � � / // /// /��//��/ / / � //� � / // � � W o F 2 SIMPSON L60 / �/ / / � SCALE. AS NOTED � o � ����'��o N SCREW TO PLYWOOD, / / / / / / �///��/ / / / / � � / / � � � � <������ �/ / ////j� // / / //� � / / //j%� NAILT02x / / / / / / / / / � �� ~�o " (E� W8 + {Q //�/ / // �/ / �// � � � � 8 �_��,�, �iiiiii � iii � iiiJ DATE 3-1-99 � � o��,�� $ // ��/ / / ��j / / ///j� —i 111_i—�/_ L i /I W � VI�„_ N / 'W"�°°� BOND BM WITH (2) #4 / / / / / / / / / / / /j/ �/� �� �������5 TO (E) WINDOW � / /// / / / / / / / / i �i� � TITLE � � ����m 108'-0" ONNE T MU� (EF�ILBONDL B / / / / / / / / /// / � � ° �-� �� � � � � � � � � � � � �' McDONALDS CORP j � � ���� o � io , ii ��� � � ii i � � • Z � ��� ���Q . . WITH �5 DOWEL x 2 -o" � � i�� i i � � i i � � i i � /� � i i� i�00F SECT I ONS � , ��� �o���=�� DEEP &4EP0 OLG OU8" _� �1_i�/_ ����. � 1.�/_/_ � 3'-33Ia° L DWG N0 . f ' � °� � �~����5° � T �� � y ��� �������o ^ � � ��1��W�J H TING � MANSARD INFILL � � NEW ROOF C� EXIS , �� J� U� STATION NO MC��15 � Q� � O N� �d•� `� '� � � ��N S4 3�4.� _ 1'-0" S4 3�4,� __ �._p�� Z �Ps� � ���`'��3�0 � 0 � cj f � r , � . � _ � C r � HIP BFA�1 � � � t �. � ros �Z X C8 129'-8" ° � I � , „ ., � � f� 4�X`J��2X3I8 - - - - - - - - - -- -- - - � � �t�- --- � i 1\\ � TS 6x6 COL BEYOND 1 .t � � ♦ � ��\ 2�/2„ 5��2„ 5��2,. 2��Z„ {�Z� � � � � \�� � W6 HIP BEAM � I \\\� � 3/e" W/ (4) BOLTS NOTE OTHER BEAMS � ' I � i 2" STONE VENEER NOT SHOWN FOR CLARITY 3 16 � \ � �y i �+ �/2 APA SHEATHING TO HIP BEAM \ I / � ��� f� 3�16"x11"xCONT [ � \� TS 6x6 BEYOND i TOP & BOTTOM ______________ ___ —_— —_ � p --------------- � \� i i � � � � I �\ i i � � \ � O � � � � � � T 0 S TS 6x6x�/4 � TYP I ��2-12 I I W6 � � o�o � \�� >>8-8 � TS 6x6 i i T�-12 B 0 SOFFIT I W6 � o N I � � � \��\ i ( i RE ARCH � � � \ � ��� � \\� � �P � I � 4" METAL STUD FRAMING � p o^ � I � B � � o v � � � � 1 r� o � � � � ��i � I � S5 � � C8 EDGE BEAM I ` — — — � � > � � TOS � � � 113'-10" ;.., rn � � -� a i I �tcno � � � I � I � TYP � � � 1 HIP EDGE BEAM CONNECTION B TOWER WALL FRAMING C POST TOWER ROOF D TOWER ROOF PEAK r 1 1 2" = 1�-0" 3 4" = 1'-0" 3 4° = 1'-0" 3/4" = 1'-0" ����� ��ie�� � S5 / S5 / S5 / S5 d�\\IiH11R I�lid/10/ ���,l�;���°�t!(jQ�'/s������� � . 1`,�v�o4��,t �i9p�;.����� R _ =�,�� ��:°�= t = �� 2��45 �� - � ��a o�=_ t TS 6z BEAM '�� � d��'� [ . / ���������0a.��.��` � I TRIM BASE f� TO CLEAR I �� \ '��enrn►���►�u���°� STEEL BELOW � ��T 0 C 'Z '' /4 3 "0 A325 BOLTS p'-p" � 2� � � l ��4 I I � W14X � I � ^ I I �� � ( ( WT4x12x6" LONG TYP � � i � WI(2) BOLTS , m � f \ 10'-6' � � TYP � i � �Q � ��/2„ ° ��b � — -- A TOWER ELEVATION � — � fC3/a"x6"x7" LONG - - S5 1/4" = 1'-0" TS6x6 POST UP � — —— — — 38E f I � � BASE � �/2" � �, �, � °c� TS 6x BEAM \24 �\� � i �?� � � ! � z 0 � > f E TOWER COL C� DIAGONAL BEAM � � S5 ,-,/2" _ ,'-o,. 9 � � t � p � � t �` I i t E � w � � I k Q � � f l I O I I Z � � � DRAWN BY JD { � . � CHECKED BY ��R g . � SITE 42(04 � � ' � a$Ec� � ADDRESS ` C?� �3 ` t � � �p°W°W Z 21�1 NORTN FRONTAC�E ROaD � W U W U'~L�inY �p J�U p p U p F- C �n W � � ���W�=� I � ��� /� I N �� ��=���a Y,�-iIL, CO � � o �_ �`_���� � �� ������o SCALE AS N01'Ep E � N W V� U t o � ������� DATE 3-1-99 � J �� H O p U d W r N� I � ������$o TITLE � � � �-� � � Ws �,������� TO�UER DET�4ILS � o � ���} om� . Z ��� �������� W �� o���W��� i + �2 ��N �O�Q���� �� NI- VO\SO �`�� � ��'�'����o°z �� � �mQW�W�W DWG NO p� �� � o d? o� o ��� °{�J N�yJ`yW'4��"� STATION NO MC��15 � Z ygf�y= 1p- N{�j O W W O�V f m F O� Z ���F=�?U O F O i � 1 t " ! � , v.,,� - - _ � -- _ _ . .r. . __ �- _ _ �. . . . , _ . , , . - • , _.._____ � . e GENERAL NOTES ' ` POWER DEVf�ES ABBREVlATIQNS ' i. IT IS T�I� INTEN7 OF T�#�5� DRAWINGS AND SP�Cf�ICaTIONS TO PROVID� A COMPL�7E AND OP�RABL� � 5Y5T�M. TNE COI�ITRACTOR SNALL iN5PEC7 T#�� 51TE 70 BEGOM� T�IOROl1GNLY FAMILIARI7�D lU1TN � Dl1PLEX REGEfisTACLE EXfSTMC� GONDITIDN9 ANY DISC�EPANGI�S BFTI!F�N TNES� DOGI,iM�NTS AND �I�LD GONI�ITIDNS S�IQLL OO ` � �OURPL�X RECEPTACL� A,AMP A[`1PERE BE R�PORTED TO 7N� ARCNITECT/ENGINEER�Or2 �SOLl�TION PR►OR TO BID OR B��OR� PROG��DINCs �. � � �FF ABOv� �INISHED �LOUR � W1TN WORK NO �XTRA� WILL BE �ALLOIU�D DU� TO LACK OF KNG�WL�DC�� OF �XISTfNG CONDITIONS. �J p p ,� . . � SPECIAL REGEPTAGL� AU70 AUTOMATlG 2. �.G. S+-IALL GOORDINAT� T}�E INSTALLATION OF NfS U7CRK WITN ALL TRADES. �.0 S4-IA�.L �U}�,115N �(j ��� . - � JUNGTION SOX A�ID INSTALL ALL MAT�RIAL9, �QUIPMENT A�tD LASDR AS R�QUIR�D TO COMP�ETE TN� WORK SNOLIJN ON � �". _ AIJX AUXiLIARI' TNE DRAWINCs�a. ALL C3TH�R WORK AND MISG�I,LANE0U5 lT�MB NOT 9PECI�ICA�LY MENT(ONED,BUT �� O �'� . � SINC=L� POLE TOGC-sLE SWITCI-� R�A50NAB17 IN�ERR�D K?R A GOMPL�T� AND DP�RABLE 1NSTALLATlON, INGLUDINCs ALL ACC�gSORiES Q � - , . AWG AMERICAN WIRE CzAUG� � � H }�QUI�D FOR T�S71NCs 7�IE SYSTEM SNALI. B� PROVID�D. � - � - B�G SELOUI FINISH�D GEILINCs ' . 3. COMPLY WIT�I ALL CODES ANL7 ORDINAtiG�S O� T+�L N.�C A5 WELL A5 STATE ,4ND LOCAL AUTHORI�IES �"° ` B�fs SELOW FINISN�D GRAD� IN CASE OF Dl��NG�S SE7U1��1�1 '� CONTRACT DOCUF1�NT5 AND BUILDINCs CODES, ORDINANGES OR C CONDUIT UTlLITY GOMPANY RECsULATlONS, ?�i� MOST STRING�NT SNALL CsDVFRN Pf�IDR IGNOWLEDGE OF GOD�S � RACEWAY LEGEND � �U COPpER AND I11pGSTRY' 9TANDARDS IS „ss��p. D(5G DISGONNEGT 4. �.G �ALL MAINTAIN�IR� RATIUGS FOR ALL CONDUIT P�NETRATIONS THROUCzN RAT�D WALLS OR DUJCz DR.4WlNCs , �LDOi�. _ SRANCN GIRGUIT HOl"l�RUN TD PANELSOARD, Nt1MS�R '''' OF ARROWS INDICATES NtJMB�R OF GIRCUITS, NUMERAL EA EACN 5 ALL EL�GTRIGAL EQUIPMENT S�IALL BE UL L19T�D AND COi'iM�RCIAL GRAD� � o , Q-2_� INDIGATES CIRGUIT NUMSER � � � _ , - �C EL�GTRICAL GONTRAGTOR 6. E.C. SNALL MAINTAIi�t NOT-L�C-t C1RCUIT CONTI1�l11TY T!-!RO��-1 OLIT T�-I� SPAC� iD INSU� V7 � � r�- � a7 , �� SRANCN CIRGIJIT NOMERUN CONTROLLED BY LiC-cNTING ' EXISTMG 1NSTALLATIDNS AND N�U1 INSTALLATI�t�lS A� GOMPLETE t11vD OPER4BLE , v r� �-- t� , � CONTROL SYSTEM. �IRST +-IE>cACsON LETTER GORRESPONDS EL�G ELEGTRIG OR EL�GTRICAL � o N � ' � '' �� TD FIRST CIRCUIT Nt1MBER (ie_ G1RGUIT "2 15 ON ZON� Al �� • . ELEY �LEvATOR l. ,4LL NEIU GRClJl78 SNALL B� A TNREE WIRE 575T�M CNOI',N�UTRAL,GROIlND), MlN "12 AU1Cs, COFP�R Q �/�.J CONDUCTORS, 600V T4�WN WiRE OR AS NOTcD ON DR1;WiNGS. A1.L GIRCUIT HOM�RUNS TO B� �MT, � ��� ' CONDUIT UP �MERCx EMERGENGY BRANCN DISTRIBUTION GIRCU(TS IN tllALL MAY E� M/C CABLE >. �.♦ p O� . —�O CONDUIT DDUA�! �MT EL�GTRIG MET,4LLIG TUBING= � O V � �"� S. ALL GONDUIT AND WIRINCs SNALL �4 C�i�CcAL�D �XC�PT WHER� APPROV�D SY �T1GlK��R/ARGNIT�CT. a � � �''0 � • ������.�.— CONDUIT RUNS UNDE�LOOR �NC� EL�GTRONtC NEWS GATHERfNC: g. BACiC TD BACK UJ,4LL BOXES A� NOT PERM(T7ED. � �`� OR BELOW GRADE � ' � EQUIP �QUIF�I"IENT � � � �t -"-' C O X , CONDt�1T RUN GONGEALED IN WALLS �X �X1STfNCs 10. EC. 51-IALL GDORDINATE ALL CONTROL REQtJl�1~itNTS �OR f1cCNANICAL UNITS WITN M�CI�aNICAL � � � � � v OR CEILiNCs , OR EXPDSED WHEN � G�tTRACTOR ' CEtLiNCzS ARE NOT PP�S�NT. OR EXIST ��� MOTOR CD1��TI�GTION � �LR �LOOR , 1L R�F�R TO ARCNITE�TURAL DRAW(NGS �OR�XAGT LOGATi�I AND MOU?�ITING NEfG�ITS Gr= D�V1C�S. (T IS TNE INtD�1T OF Tu�S� DOCUMENTS AND DRAWIt�CsS T� PROYID� GIRGU{TI\� St=�C1�lCATIONS - �LUOR �LUORESGENT REPORT AN7 D1$GR�PANGIES B�TillEEN TNESE ORAWINCs9 At� ARG�IIi�GTURLa1. DRA;yINCaS PRIOR TO BID � ' CsFGI GROUND FAULT CIRCUIT INTERiZI,IPTER 12. GONTRAGTOR SHALL PROVID� A NEW T7FED PAN�i vIR.:.GTGRY UPON GOMPL�TIOI+1 Or= WORfC `" M-E En�tns:�.�r�. Inc. � � � � � LIGHTING C�ND GROUND 13 ALL COvER PLATES FOR ALL REGEPTACLES AND StJ1TCNE5 S�IALL B� LRUS�-!�D STA1hL�SS STEEL 4251 KIPtlPvGSTREET SUITE4d0 HP NORS�POUJER OR A5 DIREC7ED BY ARGHIT�CT WHEAT RIDGE.COLORADO BOd33 PH•(303)421-6655 FAX.(303)d21-0337 IMC ENTERJ"fEDtATE CzRADE M�TALLIC CG?ND�1T 14. �.G. TO MAINTAM S�PAR4TE SET OF COt'1PLET� �LEGTRIGAL PLANS AND RECORD 1N F�D ALL ADDIT10N5, , _ � - MODIFIGAT10N8 ,hOTES, C�IANG�9 �TC_ D�LlvER TD HUI�DINCY C)(1.t�1cR AT COMPL�TiD;�t O�WORK 2' x 4' �LUORESGENT FIXTURE INCAND INCANDESCENT 15. ND LI�sHTING �IXTURES ARE ALLO'�D TO B� 1NSTALLED OR?O R�MAM STRADDLING A131' WALLS. Q REG� �, J-BOX JUNGTION BOX �.C, SNALL INSPEG? SI7E TO B�COP'1E THOlXsNLY FAMlLIA�1��� 'w�T4� EX'STi� � CCNDITIONS, 1�NY •�•�••1iS�'� � � � � 2' x 2' �LUORESCENT �IXTURE KGMIL THOl15AND O� CIRGLILAf? MILLS OISCR�PANCI�9 BETIUE�TI TN�SE DOCUMENTS ,�N,.'� �;ELD GOtvD1TICr1S S�IALL B� R:POR7ED TO '�i�s� - . THE ARGNIT�GT/ENGINEER PRIOR TO Blp. • ` E--0-1 STRIP LIGNT KW KfLOWATT 16. EL�GTRICAL DEvIGES AND l.IGNT FtXTtJf�S NoTEp ?o BF R�MOYED AND NQT R�-IiSED SNALL NAV� °C �` WALL MDUNTED �IXTURE LTC= LICaHTINCi A550GIAT�D WIRMCs ALSO R�MOYED BACK 70 TNE F'.4NE�80ARD. RACEUJAYS OR BOX�S ALLOt1�tD , � LV LOW vOLTAC�E TO R�MAIN 5HA1.L BE CAPP�D OR SU4TABLY �NCL05�D AND LAS�LEP A9 "�h1PTl" OR 'SPAR�'. �A`,�� , O , SUi�ACE MOLJNTED DOWNL IGNT u 'Z�,� I l q " Q REGESSED DOWNLiCsNT MG MEGHANIGAL CONTRACTOR ` MECN MECNANIGAL ` e EXIT SIC�N � 1"fFR MANU�ACTURER _ � � WALL MOtJNTED FIXTURE MIN MINIMLlM m � � � MTG MOLINTING HFIGNT � � ° MTD MOUNTED ` MTCz MOl1NTlNCs ' � FIRE ALARM N ►.�ut�� � NEG r NAT(ONAL ELEC�f21CAL GODE � � g �IORTI ,4T SPRINKLER MAIN ENtRANGE NIG NOT fN CONTRACT ° _ ` [� DUG7 DETECl'OR , NG NORr'1ALL1r CL05Ep NL NIC�HT LICsNT • V1Sl1AL d AUD10 ,QLAi�!"iS WILL GOMPLY WITN NFPA �2G. 1•10 NORMALLI' OPEN - NTS NOT TO SGAL� EQUIPMENT � � °� °N ��''T�R - OD OIJTSiDE DIAMETER , (� piSCONNECT SWITGH P POL� . - a MOTOR PA PllBLIC ADDR�SS _ , ' � _ PANEL (120l22>SVJ PB PUSN BUTTON ; O METER F'E PHOTO�LECTRIG � E � PN PNASE z � O � � ° � GT's PNL PANEL W r PYC POLYYINYL GN�ORIDE � Z C3RDUND � = PWR POIUER ' ��..♦ Ft.lSE t SWITCH REG REG�PTAGL.E " —�...-� GRGUIT BREAlGER RCs5 RIGID CaALVANIZED S7E�L 3 � � � 11._ C�ROI.lND FAULT INTERUPT�R SREAfGER RM ROOM J �—� CIRGl11T MONITORINC� D�vIC� SECT SECTION � t� v s�r SHE�T . . M�CNANICAL EQUIPMENT IDENTI�IGATIDN TAC� 5TD STANDARD � SWBD SWITG�-IBOARD Q � �5 TRANSIENT vOLTAGE SU�E SUPPRESSIDN TEL TELEPf-IONE � � T�MP TEMP�RATLIR� � � , UG t1NDER COUNTER z ' ' � � UL UNDERWRITER L1�BORATORIES , � , UNO l.lNLESS NOTED OTHERWISE DRAWN BY: CLR „ . tl ` - V vOLT _ CHECKED BY: ,4E5 ` w warT - . ' W/ W17H . MODEL: 42(0� - U1P UIEATN�RPRUOF � � � � �� � ADDRESS: �� ��� � O RWISE ND�p, �GEPTAGLES AT t8' Ai� tJNLESS � ��� �a 21�1 NORTN �RONVd1L� CD � -��� �� .� � - � � ��� � ` SCALE: �oNE � � ���� � - � . ��� � � , . � °�� � $ DATE: 2-15-99 � • � � �� � � � � TITLE: � ��� , i"icDON�,LDS CORP " � � u ��' �� CT iCAL LEC�END ; � ����,� EL� R , ��� �� ����� a� � ��� � �������� DWG. NO.: � � �� � �� • �j� � ����� � STATION NO.: 1"1C��15 � ��� � ������ � _ ♦ � K�,r' NOTES: , �i R�LOC,4T� EXISTlNG 4-PLEX � , REG�PTACLE FOR �OUNTAM � o — — — —.- — — — — — — t�RII�;K EQUfPM�NT TO NEU1 O �, r � � � I �OUNTAIN DRINK EQUIPMENT � �-- — - - — — — — — — — — — — — — - - — — — — — — — — — — -- — — — — ___. � � — ._. _. — - - — — — — — --- LOGATfON. �XT�ND CONDLJITAND � 4 p ' --L � ^ - - - - - - - J WIREASR�QUIRED. � � ^ - ! _ � jI ORELOGAT� EXISTtNG FIR� � � I ( LOCATIO NND�IGAT D�E D Q ��p O � -, ` � ( CONDLfIT AND LUIRING AS � � I REQUIR�D. �U� � � � � I UPON DIREG710N �ROM OWN�R t OCON7RAGTOR SNAL.L REM01/E (� I j i ' EXISTING CONDt11T AND WIRING L - - � ASSOGIA7�D tUiTi-# EXISTiNC� P�l' � TEL�f'NONE BACK t0 TELEP�IONE �G2UIPMENT BOARD_ � � I COORDINATE WORK WlTN LOCAL ° _ , J � ' � PNONE GOMPANY. � �,J � o r� ' `�'� � ( 4 PR01/!DE 3/4' CONDUIT AND t � � f-. OPULL-UJIRE BAGiG TO TEL�PHONE � r� � � ��� . /, �� � Ec�UIPMENT BOARD FOR T�1�W cn N N 1 �` � �, ���F� I PA7 TEL�PNONE. PR4v1DE 12m v � N � � �; ��� �� ELEPI-IONEEGTION TO PAY v\ �t�. � J GODRDINATE MOLINTiT.lG NEIGNT � p ��O '\�``J '" � r�^ WITH LDCAL TELEPHONE Q l ' �' COMPANY. � � � aj� ,_�, � ;� C rn v > c L_ � -�i �' � - / ( M E ENG I NEERS, I NC � '~ � � x _ t �1 ��' � /� � � d- (1? C� Q.. t_t_. #~` � ' % I I VA1L MCDQNALDS PANEL � lP �� + �/ . �i Printed Februnry 26, 1999 t1��6an LOCA710N� KITCHEN / , �-1-� � � I � 208/120 VOLTS 3 PHASE 4 VIRE 225A BUS AIC 30,000 / <� ( RECESSED ML❑ � `�" �P:2 I IlOAD V A P CB CN 0 CN CB P V R LDAD [�!���� , � RQ�F BEAMS 1.290 t 20 � A 2 20 1 360 INTERIIn2 RECPT M-E Engine�rs. ItIC. 4257 KIPUNG STREET SUITE 400 " ° i R�OF BEAMS 1,280 1 20 3 B 4 2Q 1 200 MEAT TIMERS WHEATRIDGE,COLOR�4r3080033 ILOBBY VAILYA$H LTG �50 1 20 5 C 6 2D 1 600 M£��t BOARDS PH.(303)421-8655 FAX:(303)421-0331 s O - II l � REAR KITCHEN lTS 640 1 20 7 A 8 20 1 B00 DINING R��M LTG ' � � I RO�f BEAMS 1,280 7 20 9 B !0 20 1 1,120 DINING RODM LTG �1oO ����i�l� ���2�� ' , � � EXTERIDR LTG 1,160 1 20 11 C 12 20 l 600 BATNRODM LTG ��� E �� � O i f:� . TOWER SIGN LTG 600 1 20 13 A 14 20 I 320 NT LTG =� � ' - -.;` �-� I � KI7CHEN NT LTG 3z0 1 20 15 B 16 20 1 B00 OVER THE CNTR lTG !-- ��� {�j — ' I BASEMENT LTG B00 1 20 i7 C 18 2� 1 92D PRONT SOFF17 L7G � �� r --. + i�..% �r �� $ASEMENTlD�f10E LTG 1,200 1 2D 19 A 2U 20 1 1,200 REACH 3N FRZR %�`��� �( EXiSTIN.3 MECHANlC,4L DISTRIBUTION PANEL �� ~ i' i�i � ��� , 'PP-2' LOCATED 1N 8.4S�M�1�1T ELEGTRiCAL "f r ,L SOFFIT LTG 32o i 2o zi � 2z zo i i,000 P1E/FRY LI RDOM BELOW. � �� C; I �UTS1DE lTG BACK 300 1 20 23 C 24 20 1 160 DRIVE THRU tTG � _i � NEAT TRACE 500 1 20 25 A 26 20 1 3b4 ENTRANCE LTG INT � _ - / ' HEAT TRACE 500 1 20 27 B 28 20 1 SPARE y-_y . . \�� - ^--� 4y ROQf70P RECPT lfl0 1 20 29 C 30 20 1 830 INTERI�R I.TG m ( � � ( INTERIOR LTG 9I0 1 2D 31 A 32 20 1 SPARE ��l C°`' . I � , �? r �r I SPARE 1 20 33 B 34 26 1 SPARE ,--.-, j i� C' NIGHT LTG DINING 320 1 20 35 C 36 20 1 6D0 DEC SIGN LTG J �'� !r �- I SPARE� 1 20 37 A 38 400 " �� ; � � DRV THRU YINDOU HT 1,200 2 20 39 B AO 20 3 400 HVAC CDNTRCL j` I 1,200 41 C 42 400 ` �L}�' IEXISTiNG) ��� � l 0 A D S U H N A R Y P A N E L L P • � I ph A 8,574 Y A C 71 5 A) LTG 17,304 V A X ] 25 = 21,630 V A Iph B 8,�20 V A C 70 2 A) RECEPT, 360 V A X 1.00 = 360 V A � ph C 8,270 V A C 68 9 A) KITCHEN 2,200 V A X 1 00 = 2,200 V A I TOTAL 25,264 V A NISC 5,4�0 V A X 1 00 = 5,400 V A CONN � ( 70TAL DEMAND V A 29,590 r _ � _ O W ( TOTAL DEMAND AMPS • 82 _ � NOTES� ( I ■ PROYIDE NEU 20A1P CIRCUIT BREAKER Z � � J _ I � 1 1 0 . I _ - � I ; _ I � I � � - - - - s - - - - - - - - - - - - - -- -. - - - --- - - � . �- - - - - - - - - - - - - -- - - --- - - - - -1 • � � � � � � , , { 1 � � _ _ I f - I � ! W � . � � � • IJTILIT7 NEW RDO� � ' 1 � GOMf'ANl' TOP UNIT �P� �X(STlNG's GEN�RAL , . _ ' MET�RfNC� POWER PAN�L � � (EXISTINC�) N�U1 NEMA 3R � I � I I-1 FUSED DiSGONNEGT � � � L�J 60�43P, �CaA �RS-R � � ; � ( I �uSES. ( DRAWN BY: CL� � 3 SETS O� (�#"5fa0Kcmil) 3��2'C. (EXIST.) I � � ' ' NEW w 1 ( � � � (— � t3��, ��) t'c. , CHECKED BY: ,4�5 . . � 1 �xisr�u� �r�coMiN� {"' 'T' _I'-j- --1 � � MODEL: 42(04 S�RvICE LAT�RAL .� o ` COi"fPANY1TY I I ( � � � C-cENE 'RAL ' �� �� � L - - - - - - - - - - - - - - - - - - - - J I ,�) I 0I POWER � N . I � ( ( �I p�sT I ADDRESS: �� ��� � �� � I � � " 1 PP2 1 1 PP1 1 C�`'�EX (4�1/P�� 2'G. � � � � �,�I I � �) �x�sT.--� I � 2171 NORT+� �RONT,4C�E i�D F � y� � ����. r - - - - - - - - -1 v�,�L, co � �� ���� �� Pi�-2 LOAD SUMM,�RY: SLDC�. LO,�D SUMM�R1': 1 ��I I ��f �,T (_ (_ , ��°' ��'g°��� � � � � D1ST. BD I I EXISTINGs 150A3P BREAiG�R SCALE: II� = I��� �N� o � C3) EXISTMG HVAG UNITS WI E��GtR(G PE�41C LDAD �RDi'1 PREVIOU5 12 MONTHS � � ��� NEAT MAXIMUM LOAD EACN: . 1�2 AMPS-tOTAi= 45ro AMPS PER HOLY CR055 ilTIL. GOMPANY: .. 19��GtU—�- PEdK AMPS= 841 AMPS ( I � I �� � � ��� l i) ELECTRIC WATER NTR t 18 KW) . . �0 AMPS EX1STlN� LOAD: : . . , . ... 125�'ax��i AMPS= 6l� AMPS (243.'1 KvA) DATE: 2-�r'J-99 - �� ��° • tt) NEW HYAG t,MiT lC�AS i-�EATl: . 34 AMPS .4DDED DEMAND LOAD �tVAC: ,. . .. . , 34 ,4MP5 1122 K,vA) �XISTMC3 800A3P (-- — — — — — — � NEIll �0A3P BREAKER . � '^����� 25�'a OF L,4RGES7 MOTOR � dMPS ADDED DEM,4ND LOAD LlGNTINC=/REGPT• , , i6 AMPS l�.'l tGv,4) FUS�D D15GONNEGT � _ _ _. _ _ _ , _ _ ._._ _.._ � � �� � � � � PP--2 ?OTAL DEMAND LDAD: , . �4� AMPS 11962 KvA) DEL�TED DEMAND LIC�HTIi�G�/REGPT . _ .. , „ . . 53 AMPS lL9 Kv.4) TITLE: N� ��� � � TOTAL N�W LOAC�: . . _ . , ._ '721.�,AMPS (260 KVA) NOT • McDONALDS G4RP . �� ���� �� � ' —� � ��� 3 � ���� CAPACiTY �X15TING SERti/ICE FEEDERS: , . 1140 AMPS f3 SETS O� l�'�mmKGmiU 3��'GJ �X(ST ALL EQUIPMENT IS EXISTINCi 11NLE5S NOTED OTH�RWIS� F'OUJER PLAN � g � � - ��� �°������ ONE-LiNE D1AC�RAM � � ��$ � �������� � ,� -- owc. 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I r-,� r-,� r;� r-;� , L- o r- � i I � . � � . t � . 1 � � � 1 i � r 1� I �� � '` � ln � l�_J ' � l�-J l--J 1_�J � » � I � r` � � L� � � t- � 1 N ' ° , I D _ cn N I U � NO I o �� � 1 x � D � � o o.-. �_,-, � o c..�,�r� �— - - 2 � % � A A � o , � Q � � � � . ��i u i ��.� ' i�i 4 � d�- �' C a X ii� I Q� � � � p i�i i i i NL E d- (n � l.� �� � � �„ A B . " f � r---- -- __� i i i � i } i�i � � ni ' ` S � _ J '-____ ---� ��� A � , � � Q ;____ ___i �� M-E Engineers, inc. ,,, / 425'i KIPUNCi STREET SUITE 400 `_'_' ----�, ---' i i i �j _ -- G ! 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I_ — _`` r-;, I �N x ';' i A A A A A . � r-;-� 3 C � . � � ,,. � L__J � � r--� r- ', --------- C ( . , � ; ;; ; ; ; � , L��J 6'=—J ( I � - - - - - - - - - - - - - - - -.- - - - - - � o � � � - - - - - - - - - - - - - - - - -- - - - -� �- - - - - --� � I � o i � , � ' DRAWN BY; CLR • ' � � � � � � FIXTURE SCHEDULE , � � CHE�KED BY: AES • � ( 1 KEY L�4MPl5) DESCRIPTION YOLTAGE MOUN7ING MANt�FACTURER CATALOG NO. � MODEL: 42(0� o - I � A (2� 40W T12tJ 2'x2' ACRYL(G L�NS FIXTl1RE 12ld R.=C��S�D LITNONIA 2SPG2U40 �WA12120 �� �~ ! ADDRESS: �� C� � _ � � f ' B (2) 26LU DTT 6' APERTUf� RECESSED DOUJNLIGI�-IT 120 RECE55ED LIT}-lONIA AFY2�oDTT6AR120 �� ��� I � ��xti' REC�SSED �LORESCENT WET � 21`11 NORT�I �RO1�TAC�E RD � � � !�� C C2) 18UJ DTT 120 R�CESSED L1T�-lONIA LAr=2/18DTT11RU1T�312m � y��� �� ` , I LOCAT(ON 50FFIT FIXTUR� VAI�, CO � �� D 1�(dW �7 LOCATION DEGOR�4T11/� 120 WALL/BR�4GKET ABOL(TE AD2P01�tZ�INC12m8RZLDS96WL � �<�o� t� � � 51C=N LICsHT , GRD3iJ.14-�T � U1ET LDGA'TION WALL MOUNTED SCALE: II� = I -� � �N� � � � ( E C2) '101t! E11 120 WALL f�B�LL� ' H-CU-'i!'DN � � �� LIPA70WN L IGNT � ��� ��� �-- - - - - - - - - - - - - - - - - - - - - —� . DATE: 2-15-9� �� � � W �r � ���� . TITLE: � � �� ��� EXIT LIGH7 WITN 90 MINUTE BATT�RY McDONaLDS CORP � ���� �� C2) 10U1 �8T5 -' � � �� �� x COA7ED SAGK-UP 120 GEILINCx LITH0111A �RPIU(tL�12fd/27��LN REFLEGT�D CE(LIi�C� PLAN , �� � � � � ` � ��� �o �� �� _ � CT C l 11�1� �1� � � � � �, �� � � �D � �. �'� . ��� �� °���� ��� � t/� — 1' — 0 DWG. 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" i ' i i i �" :'= � O X i ; � � , TYf�_ OFlb) � � Q � �p , , , � - � ► , , , , , , , , � , ; ; � i � � � ! � , � i i t i i � f � Z i 2 \./ e ' v — � � ' � M-E Engineers, Inc. 4251KIPLINGSTREET SUITE400 . i i i i � I WHEAT RICIGE.COL0�2AD0 80033 i i � " � � � PH.(3b3)421-66Fi.5 FAX:(303j d21-0331 � - , � � �-------------------- ---------------------� � i � � � ( , z i i i i . ; ; ; ; 6(dA3P, NEMA 3R ,- ' i � � i ' WITH �0A FR5-R DUG'� T`fP� $MGKE DETEGTOR IN St�PPLY DUCT. G .r "'�EGT TO ,�s p0 REGjs � � � FllS�S. D CONtROLS �OR AtJTO'MATIG `�`�_ "�•• j�,p� . SHt3T C7liJPt OF McGHA1'+1(CAL t,3NIT � ��� ` UP�DETEGTOR �4GTlYATION. , , ' � � - � --- -------------- � . , �_______ _________ _ _ _.� , Z l�b ��� TD MEGH D18T �, 80ARD'PP-2' �P:79 I , t3•4, 1'BG.�'C. _ ' � tv�, ��1 � ; 1 . ---------------"__�------------------- � F -� I � ' . � ( . - . 1 � � - _ I � , - ' � � I � � - _ -,- -�- -t- --,- � � � ; 2 � � ; - ; { � � l--------------------- -------------------- � � � � � � - � � � � _ � � � � . � � � � ( . . i � � y t � I 1 1 i � 1 1 1 � " I 1 1 t 1 1 1 � �� r � � t 1 . c . � ; � �.; � I t , , � , - � - , , _ , , � , , , � . _ , , � ; � . , , , , , , , � , , . , , . � , , � � � , , � , . ; ' ' ' ' z i i i i I Q , I � t I 1 1 1 1 (n 1 1 1 1 . i i 1 � � � � 1 1 � � � � ��, ( . � 1 � � � � � � � ` �� I � � � � � � � 1 � , - - - - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ J � , � - - - - ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - -.- . o f ( : , o � � . � � � ( � DRAWN BY: CLR � � ! � ' . � � CHECKED BY: , ,t��� � � ( 1 MODEL: �42(0�4 . F �� �+�� � ` � I ADDRESS: � � � ��� r � 2i71 NORT�I �RON�'�,CzE RD � �� I 1 A � „ �� , ! V�41L, CO , ��� ���� , SCALE: 1/4 = 1'-P1 �N� � i �� � �- _ _ _ _ - - - - - - -- - - - - - - - - - J � �� ��� DATE: 2-1�-99 � �$ � . f � . �� � � � TITLE: � �� � � McDON�LDS CORP � � � � � ��� ROOF PI�R � LTCx PL�N �� � � ' � _ � ��� �� � - 1 ��s �� � . � DWG. NO.: � � � , ,� � � � � 0 - ��� = �c��. � STATION NO.: 1"IC��15 ��� � ��� � � , , , C%��� � ` ---•-- / , - . , - _ . � ^ , . � ' , � ' � � M�i�"1�'1N�i/1L. ��� � ` ' - � � , f � • , 1. DUE TO NATURE OF THIS WORK, ALL DIMENSIONS, LOCATIONS � , , _ " , , OF DUCTWORK� DIFFUSERS. GRILLES� THERMOSTATS, SENSORS� HONEYWELL T7047C1025 REMOtE , ' . = ETC� SHOWN ON THIS DRAWING, SHALL BE CONSIDERED . � TEMPERATURE SENSOR (WITH WOOD � � .. - ° ' APPROXIMATE. INSTALLING MECHANICAL CONTRACT�R SHALL ' MOUMING BLOCK) �'OR HVAC UNR FIELD VERIFY ALL DIMENSIONS & LOCATION5 OF EQUIPMENT " o-�. CONNECT TO HONEYWELL � , � , � AND ADJUST IF REQUIRED. ' T7300 THERMOSTAT. SEE SHEET , • � _ , � M3 FOR MOUNTING DETAIL ' � 2. INSTALLING CONTRACTOR TO INSTALL NYLON WEB HANGERS TO � INSTALL NEW RETUM�I SNAP-IN: MOUNT 5'-8" �4.F.F. � ' SUPPORT FLEXIBLE DUCTWORK WHERE IT PASSES THROUGH OR ' � ��� �g•� & ��� �4 � FlELD VERIFY EXACT LOCATION. . _ ` , � UNDER TRUSSES AND JOISTS. INSTALL NEW 12"0 INSTALL NEW 14"� ` - � � 3. THE HVAC SUPPUER IS RESPONSIBLE F'OR PROVIDING ALL STARTING COLLAR. STARTING COI,LAR. , , - � . - SHEE� METAL DUCTWORK AND PLENUMS AND INSULATION �'OR ' p t � SAME. � , t= r � INSTALL NEW 14"� INSTALL NEW 12"� INSfALL NEW RETURN � - ' n" � � STARTING COLLAR. STARTING COLLAR. SNAP-!N: (2) 16"� , � 4. SHEET MEfAL DUCNVORK TO BE CONSTRUCTED AND SUPPORTED ' N , ` � � - ` _ PER "SMACNA" STANDARDS. WITH 2" EXTERNAL WSULATION ' , . - ` � . , WITH VAPOR BARRIER. , o � z , , . � ` 5. THE HVAC PACKAGE INCLUDES THE FOLLOWING: (FURNISHED New New - � - � ' ° BY McDONALD'S) ' B E ' A. 4-AIR CONDITIONING UNITS WITH THREE 18 GAUGE STEEL ' CURB ADAPTER AND ONE 12" HIGH STEEL CURB; ` ' 1000 600 ' ` � � , � � New � _ B. 1-EXHAUST FAN; ' C. 4-HONEYWELL T7300C1025 THERMOSTATS: � � � � C 4-HONEYWELL T7047C1025 REMOI'E TEMPERATURE � , - � 510 M �2�� 510 4 5 � SENSORS; , � � 160 � , . � �2 � � 4-HONEYWELL Q7300A1018 SUB-BASES; ' ` �� ' � � B d O -- � y � D. INSUTATED AfR CONDITIONING DUCTWORK , ' � 125 „ �2n� 1100 150 (FLEXIBLE AND SHEET METAL}; ' � f�* e e , tx�sT � 14 � � • ° E. ALL ACCESSORIES AS NOTEO. INCLUDING DRAWBANDS, 125 14^� eW �W . � STARTING COUARS, FITTINGS� BO�TS� NYLON WEB ' � = -�',�' , . ` HANGERS� ETC. o r �, , ' , , Up to UNt K-2 _ ° F. DIFFUSERS & GRILLES AS SHOWN; „ � G. 4-WOOD MOUNTING BLOCKS FOR TEMP_ERATURE SENSORS; 12 14 � 14" 12 � ( 16"� 14� 12" 14� 12"� �s� ► � : , H. LOW VOLTAGE CONTROL WIRE• I. 12 MONTH SUPPLY OF FlLTER MEDIA FOR EACH HVAC � � p t2 14" � � UNIT (ONE CHANGE PER UNIT PER MONTH FOR THE � . , ,` . _� - 16" 12" 510 �g" � , 12"� FIRST YEAR OF OPERATION); - ° � , , 12 ����U�u���llurrlllUiii , O Q ` O r _ 6. ALL HVAC EQUIPMENT, FLEXIBLE DUCTWORK� CONTROLS� ETC. � ��```��QDO R�G/S'''', � ` � NeW Up to D-1 � s � � ARE TO BE IN ACCORDANCE WITH McDONALp'S HVAC SYSTEM ���,��•'GER e''•�F�': . `� , f 'oo ° 475 SPECIFICATIONS; NO SUBSTITUTIONS ARE PERMITTED. ��,��Q� ��:� ' 4 , ,� �� ' 12„� UP TO NEW ' T 14„� „ c ' 7. ELECTRICAL CONTRACTOR SHALL INSTALL ALL I.OW VOLTAGE =-v� 2434 �� _ � `� - � � RESTROOM EXHAUST -�2 �� c~.> 475 WIRING, FURNISH AND INSTALL ALL LINE VOLTAGE WIRING, �'o: � � � � U U FAN (EF-6). � ' � INCLUDING FlNAL CONNECTIONS� AND INSTALL ALL HONEYWELL %,� •..,� � � . ���,•` , .,�: ` t�asr Ex�sr EF-6 ; N . ' � THERMOSTATS & REMOTE TEMPERATURE SENSORS. � S/Q'i'I't`�`►,+E`\���>>`` ` , 1 ` 100 100 to UNt K-1 � 400 ' �6 � � (� ' 8. ELECTRICAL CONTRACTOR TO COMPLEfELY STUFF J-BOXES FOR � ��� 2� ���� ' , . � REMOTE TEMPERATURE SENSORS W/ SCRAP PIECES OF FIBER- 14" �2„� � �2~� io _ � , GLASS INSUlAT10N. ALL SENSORS MUST 8E MOUNTED ON THE °� M r WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE. 100 �6 �4„ � New Q SEE SENSOR MOUNTING DETAILS ON SHEET M3. ` " ` - 1 p , ' '+ 16" �4M �4� ��» 5 0 350 � S�p � - 16 � � �2„� 9. IF FIRE STATS AND/OR SMOKE DETECTORS ARE REQUIRED � , � � ' ' � 4 ' � INSTALLATION WILL BE RESPONSIBILITY OF THE ELECTRICAL � � NAP-WNECIN, R 6�RN » eW i 12 � , r 20" X 23„ S.M. DUCT UP CONTRACTOR. Q , ; p 10 �� ; 16" x 23" S.M. DUCT UP 10. WHEN WIRING FOR THERMOSTATS AND REMOTE SENSORS IS NOT z `-' �4 � � B IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE O O 3 0 , INSTALL NEW SUPPLY New 14 � „ „ , v � S N A P-I N: (2) 1 4"� „ �2 � � B 1050 � O F T H E R O OF D E C K. N O N E O F T H E W I R I N G S H A L L B E R O U T E D � .�c co, , 5f SUPPL „ F 10 � � �100 » OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT -� �� . , IN ALL NEW Y �6 � 600 , WITH LINE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE WILL �. ' SNAP-IN: (2) 14"0 , New „ V �2 � CAUSE ERRATIC CONTROL OPERATION. � � • ' , „ � 16 � � � F-�o 500 10 � 500 � o � , j ° °o ' � . �� *, » n � » _ _ HVAC PACKAGE IS AVAILABLE FROM A.D.A. , � � � m , � 16 � �2 � 4 � � CONTACT . ROBERT KINNEY � 630/860-6800 w � v, A �;. New � T � 475 . , 0 'n. _ � . w � ` w . � � 12 � , � � , � c e ' ° FLEXIBLE DU�� INSTALLATION NOTE;� e � 510 1050 x 1. INSTALL DUCT FULLY EXTENDED, USING . ` ' New New �� � - MINIMUM LENGTH REQUIRED TO MAKE � - - ,'' ; 500 A ' eW . c° ' � CONNECTION. INSTALLATION IN COMPRESSED G G ��M� �� � � NOTICEAB YLREDUCER�R FDOWATE WILL 1025 1025 � 500 350 � HONEYWELL T7047C1025 REMOTE " ` � - • TEMPERATURE SfNSOR (WfTH WOOD � - , � __ --10-"� � _ p � 12"� 12"� MOUNTING BLOCK) FOR FNAC UN(T , -- -- --- -----------?� �-'�'yPPO EXRT��M��f�uPERMtS B E SAG � � � r � ,. �2 � D-2. CONNEC� Ta NdNEYWEl1 - IS 112 INCH PER FOOT OF SPACING BETWEEN 14"� - - �- �- � T7300 THERMOSTAT. SEE SHEET � New �0"� � M3 FOR MOUNTING DEfAIL. SUPPORTS. HANGER OR SADDLE MATERIAL J "`; MOUNT 5'-g' AF.F IN CONTACT WITH THE FLEXIBLE DUCT SHALL - , F n » � FlELD VERIFY EXAC? LOCATIOM. 8E OF SUFFICIENT WIDTH TO PREVENT ANY 600 14 � 10 � � RESTRICTION OF THE INTERNAL DIAMETER. �3 b r+ � 12r� �� � � c c _. _ _ _ 3. AVOiD SHARP BENDS. NO BEND SHALI� BE MADE ' � �m � �� 47 475 �---T-- - -- - -- -_�_ __ _ WITH CENTERLINE �lU�--���TNAN ONE (1) � � 500 500 New � ----- --- - -- - - - --------- -— - , , , e -- -�t�eT`�fiA1GtETER. o� T A ; � 4. HVAC CONTRACTOR TO VERIFY ALL EXISTING �° � ° . FLEXDUCT AND SHEET ME7AL CONNECTIONS. � 50 � REPAIR AS NECESSARY TO INSURE SYSTEM � � � ; INTEGRITY AND PROPER AIR FLOW. ' - � ' � a ° e ; � , � 5. Fl_E)C DUCT CONNECTIONS TO STARTING COLLARS, � �� ' , � � 9 - DIFFUSERS� AND F'ITTINGS SHALL 8E MADE PER p � � DETAILS SHOWN ON DRAWING M3. r��a - � ` � � � �°� � • �. � onsr ` ' , � ' RETROFlT MODEL-40 TEMPERATURE HONEYWELL T7047C1025 REMOTE INSTALL NEW PERFORATED FACE 400 10"� EX(STING BUILDING . NEW ADD1710l� � , NkW TITUS DIFFUSER AND C�iILLE SCHEDULE � . � CONTROL PANEL WITH (4) NEW TEMPERATURE SENSOR (WITH WOOD (PROVIDED BY ADA) IN EXISTING � � ` HONEINVELL T-7300 THERMOSTATS. MOUNTING BLOCK) FOR HVAC UNIT 48"x24" FRAME. � NOTE: NO SUBSTITUTIONS ARE PERMITTED - ' FlELD VERIFY EXACT LOCATION. K-1. CONNECT TO HONEYWELL TYPICAL FOR (8). ' ' CEILING � � ' T7300 THERMOSTAT. SEE SHEET � SYMBOL MODEL N0. BOOT NECK ��PE� OPENING Qu�T� � , • � N 0 T E : M 3 F O R M O U N T I N G D E T A I L. � � � � = RE QUIRED '. ; HONEYWELL T7047C1025 REMOTE MOUNT 5'-8" A.F.F. _ � � _ � � �' � TEMPERATURE SENSOR (WITH 1NOOD FIELD VERIFY EXACT LOCATION. � � A O MC PAS 12�0 T_� 23 1/2" 3 � O � � � � � � �� � MOUNTING BLOCK) FOR HVAC UNIT - � K-2 TO BE INSTALLED IN THE x23 ��2� 3� � � � � .0 - .0 - ' BASEMENT. MOUNT 5'-8" A.F.F. � s - °� @ � ' � - THERMOSTAT. SEE SHEEf n300 . . . B C 50- SEE �SHEETw M1 T_ 23 1/2" ` 5 � � � °_' � � � � °' � �,/_' � � M3 FOR MOUNTING DEfAIL , � r LEGEND• � � REfURNA FOR ROUND DUCT B� x23 1/2" � FlELD VERIFY EXACT LOCATION. NECK SIZES. , � ` , _ � '�� NEW FLEXIBLE DUCT WITH INSULATION 15"X15" _ - � � � � � SEE SHEET M1 23 1 Y ; MC TD� 4WAY FOR ROUND DUCT T-B� X23 j f 2" 9 O , - 12 � IXISIING FLEXIBLE DUCT WRH INSULATION NECK SIZES. F,,,, _____ ___ --� --- �. � w ` 15"X15" M p ` 1��41 ' � MC TDC 3WAY SEE SHEEf M1 T_B� 23 1/2 � � O y ' " � MECHANICAL SYMBOLS � FOR ROUND DUCT x23 1/2" � J � p Z , , � �� MECHANICAL FLOOR PLAN , � � � NECK SIZES. � , � a o ,� � � , K-� A/C UNIT NUMBER � MC TOC 2WAY SEE �SHEET~M1 . W � .�w Q , ' ''. SCALE : 1�4'� _ 'I�—O� , , , • �� EXHAUST FAN NUMBER � � OPPOSITE NECK SIZES. T_�R x23�1/2" 1 � � O p� � � O FOR ROUND DUCT V,J ,' ' . . - tn v= � V , � DIFFUSER AND BOOT TYPE " " � - ' 4 15'X15 DRYWALL 18 1 � U r � t , INDICATES CFM QUANTITY F � MC TDC 2WAY SEE SHEET M1 �2~„ 2 � � Z J ; � ' E-5 EXHAUST FAN NUMBER CORNER FOR ROUHD DUCT BOARD x18 1/2 � . ± NECK SIZES. Z r' � � � 500 INDICATES CFM QUANTITY O i� a' ,` " 19"x19" �9 � HONEYWELL TEMPERATURE SENSOR � N � ` � - T �_ � � SEE SHEET M1 DRYWALL � c� ,. ' � . O MTD 5 8" A.F.F. MC 50-A FOR ROUND DUCT BOARD x99�1/4" 2 � ' '� i -' , , � RETURN NECK SIZES. � °O � , }� S H E E T M E TA L "T" FOR fLEX DUCTWORK c � � ' � y �"� FLEXIBLE DUCT STARTING COLLAR WI'FH VOLUME �2�X�2� � °' a ' MC TDC 4WAY SEE SHEET M1 DRYWALL � � CONTROL DAMPER � H � SURFACE MOUNT FOR ROUND DUCT BOARD f2" x �2� � � � � � � � � - INDICATED 51ZE OF DUCT UP TO BORDER TYPE 6 NECK SIZES.- , ' , . , � Q O � ' �� �'� SNAP-IN COLLAR gMx 9• z ' � , � � MC TDC 4WAY SEE SHEEf M1 DRYWALL � � SURFACE MOUNT FOR ROUND DUGT BOARD s" x 9� � i , , . �, --•—•—�— NEW GAS LINE __ _ j BORDER 7YPE 6 NEGK SIZES. � , - ' MECHANICAL FLOOR PLAN , , \\ - � , , � � � , _��__ --' -` _, � i a �! � , . � 1 � � . .. t .. � " . __—,—___' ___'_�_ _"_ �� — i � 3' N } `` � . ' ' i: . : '^ ' ^ "� -.'_ "'^ .._�_a '_' _'.. "'' . _ _ .� `'_ '-�.. .- ___.__,_____���_�.____'_ ___"".--.-�_ _�._..__ ' ' . . .. ..... _ Y 5 z ��Y y` { , - , ` ' , ' , � ` � , , , '. " � . .� ' ro _ ,� ` ' � , ' . ; . . .. " , � , " > � � ` ` �r , _ ' V �` V_ ~. > — , ` , '� - - , . ,. � ' „ . -----------_ ____ ` ' _ '� •i., . . '--�----__.._—_ ' � � , ` . . - ^. . � , � 3 , � � ` , .. � ----'— -----�--,_..__'_-�__------------ "— , w , `. � �� M1 � , . � , t _ � ' � � , < , • , .. „ - s � , , ' , , ` _- . ; _ , ' . " ` , MEC►`H�4NICAL NOTE� � � ,' � - . ' _'n � : = ` � ` a � ` � ' � , -� 1 1 = , ' � , ` 1. YORK HVAC EQUIPMENT FURNISHED WITH: - � ` i ` ' . � ' , • ` ° r � � , -� - � ' ` � , � - ` �- - FACTORY WSTALLED ELECTRICAL DISCONNECT SWITCH; � � � � � , � " ' '� t ',��� `k � . V i �� ' , " �- METAL FILTER FRAMES WHICH ACCEPT 1° 7HICK REPLACEABLE MEDIA; � ' ' ' , " •,'_ � � ' � ' ` �'� rt " - i � ` � � - L�W LIMIT DISCHARGE THERMOSTAT & COMPRESSOR LOCKOUT � , � ' � - - ' � ` � . , � _ , � , � ("HIGH �HEAT". D-i� D-2� & K-2 UNITS ONLY); ° � , , -, � ` �' ' .' .' � � ' t. - ' " � ' , � ' - GAS SHUT-OFF VALVE AND ENTRY PIPING. ° ' _ � � t�' � � ' ' . � , � ' - • � � , � • � a � � � _ � �� � � 2. ' CONDENSATE DRAIN TRAP FOR HVAC UNITS TO BE FURNISH�D BY YORK ` - `' ' � ' ` ' � r � � � ' - - , , ' . ' AND IN57ALLED BY PLUMBING CONTRACTOR. ' � � � ' . - . � - ' , , , , , ' . - °' � ,� `� � � . , �. INS7ALLING MECHANICAL CONTRACTOR IS RESPONSIBLE FOR AS5EMBLING . , . - cx ' ;�r _ � ` ' , � � � � . ' AN� INSTALUNG ECONOMIZER AND FIXED OUTDOOR AIR HOODS AND � �, , , � , � � INSTALLING COMBUSTION AIR INLEf & OUTLET H0005. ' ' ' - , .. �, - 4. �LECTRICAL AND PLUMBING CONTRACTORS TO PROVIDE A WATERTIGH7 SEAL ' � � - �. + , , � AROUND ALL CONDUITS AND PIPES PENETRATING BASE PAN AND EXTERIOR , , � � � ' �_' . ' � � ,. � , PANELS OF HVAC UNITS. ' ' ' fr ' "� � 5. SE� YORK INSTALLATION INSTRUCTIONS FOR EXACT LOCATIONS OF CONTROL ' "� ' � � ' WIRING� POWER WIRING AND GAS PIPING STUB-UPS TO HVAC UNITS. � ��- �°'�� 1100 CFM - '- � � �, ,�` � O.A.1. ,d,�l OUTLINE OF EXISTING CURB. � , - - , - 6. 'ALL EXWAUST FANS� FLUE QUTLETS AND PLUMBING VENTS THRU THE ROOF � r • YORK 7 1/2 TON HVAC UNIT WITH GAS ENTRY (TYPICAL) � , � , - SHA�L �E MINIMUM 10'-0" AWAY FROM ALL HVAC UNIT OUTSIDE-AIR _, . . , ECONOMIZER OUTSiDE AIR INTAKE INTAKES OR 3'-0" ABOVE ALL HVAC UNIT OUTSIDE-AIR INTAKES. --- - �� � . . '= ,_ .� ,._,.r; w,, MOUNTED ON EXISTING M-123 I—''—�—'—' '—'—'—'—'—' �— '—' � 7. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING �T �-`'� ' INSTALL OUTSIDE K-2 CURB USING NEW CA-123F CURB ' � � 4.� ELECTRICAL DISCONNEGT, � CAP ADAPTER. SEE INSTALWTION I EEXCEPT SHUT-OFf & FITTINGS PROVIDED WITH HVAC UNITS) AND MAKE � , o - - °`"y AIR INTAKE HOOD • ___ SWITCH FURNISHED W(fH '-� `� �` INSTRUCTION ON SHEEf M3. • '"-`- �T'-"° � � ALL FINAL CONNECTIONS PER LOCAL CODES. GAS PIPING SHALL BE u � � �' 's� EXTENSION I " � � uNtT (TYPICAL). SCHEpULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. ' ` � P�VIDEDE BY2 �------T----- ---� I OUTLINE OF DCISTING CURB. -- � � ' . DO NOT PRESSURE CHECK GAS LINES WHILE CONNECTED TO UNIT, AS ' . ' � � ,s � I r--��r--� r - 1 - T----- POWER WIRING ENTRY , , �i . �;,,, �r--� r-� EXCESSIVE PRESSURE MAY DAMAGE VALVES. � , rr �� A.D.A.). j 1 I I I�1 I � (rn'ICAL). < I I III I 1 i I III I t • � _ , . ; � I I I I I I i I I 1 I I�I I 1 CONTROL WIRING ENTF�Y � � � � ' , " . °' ( 1 III I I I ` ' � . ` i � �i� � � i i . � � �i i i � (nr�icA�). SEE NOTE # 6. I I I I I I I I � EXIST. I I I�I I I - ' ' _ � _ ' ������`°�P��RF�,���.,,,� '��'„ ? a�unui�ir►au� "'� REFRIG I _ J L__J�L__J 1 ` � ' ' _ ' �� '�: GER B�e•�,�`��:` - ( L__J I L__J L . � �` � n .� � �-o----i----- � COMPR'S �---- ---- -------� ' `����Q� TL � �='E' � � � � � EF-4 s� ___J _ , e ' _ , � . , -------�� --- ---� � HVAC UNIT SCHEDULE — � ' 2434't ` _ � � ,�. �ry ^; — � — — • —•—•J � w _ , • . 1600 . �/ \�� OUTSIDE AIR INTAKE YORK ROOFTOP COOLING AND HEATING UNITS SERIES : �•.. - �.• ��,: `��'} , �• CFM • . j j 1 (NPICAL . � � � , " ��120N20025MB WITH ECONOMIZER OUTSIDE NR INTAKE ! �'�'j' • ��,���.�°` �^ `', • INSTALI. FLUE EXTENSION �� � 1400 CFM � � 10 COOLING CAPACITY: 117,000 BTU-9.0 EER � ����` - O.A.I. � / - � D-1 � �n �►�� ' ., r . } � , (PROVIDED BY A.D.A.). �-� � � O.A.I. � � - � TON yEqT�NG CAPAC(TY: 245 M8H - 79� EFFlCIENCY 1°E���� ��` , , � z SEE NOTE # 6. L"'F'J EF-6 `�-�� p-� .d.E� , � � „M B„ EVAP. BLOWER NOMINAL CFM 4000-EXTERNAL STATIC 0.75' � ��� �� j!'�'�� °°, � ,� INSTALL OUTSIDE � Y O R K 1 0 T O N H VA C U N I T W I T H . _ � , , � � � ' M O T O R H.P. 2 - D R I V E T Y P E: B E L T , _ ` ` �a'. '��°-,� AIR INTAKE HOOD 1 � ^ ' E C O N OM I Z E R O U T S ID E A f R I N T A K E ., � � G A S C O N N E C T I O N (F.P.T): 3/4" ' � � ' , �2 �,� � MOUNTED ON, EXISTING M-123 � , ' � ' FUIL LOAD AMPS: 49.6(208/230/60/3), BRKR SIZE 60A j'f � ,''}, '�; EXTENSION ' ` - `� ' ' ' PART NE-02 � �'� CURB USING NEW CA-123 CURB 9�� �� , , - � � � G r------ ----- ---� - � . UNIT WEIGHT: 1,297 LBS. CURB ADAPTER WEIGHT: 250 LBS. � . } . �-�'' (PROVIDED BY I 1 RESTROOM EXHAUST CAP ADAPTER. SEE 1NSTALLATION . ��•�• � L? ` � ,� ,'�f ; � r--,��--� � - � FAN MOUNTED ON � 23" X 2d" SH�EI' METAL, . � � A.DA). I I I 1 I I INSTRUCTION ON SHEET M3. , - - - - , � � ' , �' I I I�I I I EXISTING CURB. REfURN DUCT DOWN 4 YORK ROOf-?OP COOLING AND HEATING UNITS SERIES - i � ��� � � f � EF-3 � 2�" x �s" SHEEf MEfA� � � � D*CG090N16525MB WRH ECONOMIZER OUTSIDE NR INTAKE , ` � "` � , 'r � , - t'i:, I I I I I ___ SUPPLY DUCT DO N _ � 7 1/2 COOLING CAPACITY: 87 000 BTU-8.9 EER C � • � G .� I i I�I I I � I D-2 TON HEATING CAPACITY:204�MBH - 80� EFFlCIENCY � ' r- ` E X I S T. ■M B« E V A P. B L O W E R N O M I N A L C f'M 3 0 0 0 - E X T E R N A L S T A T I C 0.9 4" � �`Z �,r: �,A�4''�y � I L__J�L__� L OUTLINE OF EXISTING CURB. .� (3 � :r: New 2 1 2"0 ' f'------j----- r---1�� '71t"� - '�-"� MOTOR H.P.2 - DRNE TYPE: BELT _ � ,- � i a � �� 1 �� �� FULL LOAb AMPS: 43.8(208/23�/60/3). BRKR SIZE 50A � � � �t00 , -` ��, `i gas line. , � � 1 � I � I I I � - ' W �i ______1.� ___ ___.� CONTROL WIRING ENTRY � � �`� �X� , GAS CONNECTION (F.P.T.): 3/4 _ _ - L, �'-0.U ` CoNNECT NEVV GAS LINE f� (lYP1CAL). i �__y r__y ' � � UNIT WEIGHT: 1,187 LBS. CURB wEIGHT: 175 LBS. � - • � ,� _ � - � T O N E W G A S M E T E R/ R E G U L A T O R. , , .N E� B O I L E R B Y O T H E R S) P O W E R W I R I N G E N 7 R Y . ' 1 ` �^*� y � � �'i o , ° ; '" �• FlELO VERIFY EXACT LOCATION. �� �� K_� YORK 10 TON HVAC UNIT WITH EF-2 1000 MBH INPUT. (MPICAL). � _ , � ' , � � . � ` ., - YORK ROOFTOP COOLING AND HEATING UNRS SERIES ; (�1 " j� � o ; �, ' � � 4"� E C O N O M I Z E R O U T S I D E A I R I N T A K E ��-2 . D*G 1 2 0 N 2 0 0 2 5 M K W I T H E C O N O M I Z E R O U T S I D E A I R I N T A K E �1 , � I M O U N T E D O N E X I S T I N G M 1 2 3 ELECTRICAL DISCONNECT � K-1 �� C O O U N G C A P A C I T Y: 1 1 7 0 0 0 8 T U-9.0 E E R �J � N� ' . S W I T C H F U R N I S H E D W(f H I O T O N H f A T I N G C A P A C I T Y: 2 4 5�M B H - 7 9 Y E F Fl C I E N C Y ", A w �'°' � = �� CURB USING NEW CA-123 CURB a � UNR (TYPICAL). ---------°- ---J � M � ° Q , -� ' � t� _ I CAP ADAPTER. SEE INSTALLATION - MK" EVAP. BLOWER NOMINAL CFM 4000-EXTERNAL STATIC OJS - - �'r� ' ` , -_,�, 4 ' . � MOTOR H.P. 2 - DRNE NPE: BELT ± , � . � �.° I INSTRUCTION ON SHEE7 M3. ��S,�,. G—•—•—•—•—• . GAS CONNECTION (F.P.T.): 3/4" - � , ;� � �. - FULL LOAD AMPS: 49.6(208/230/60/3)� BRKR SIZE 60A � � � � `y ��- �• ` • i • ,�»� GAS EIVTRY (7YPICAL) � , _ , ((J j , ` � , I �� , UNIT WEIGHT: 1.297 LBS. CURB ADAPTER WEIGHT: 250 LBS. `� _ n _ � a E F-5 � YORK 7 1/2 T ON HVAC UNIT i, ,` r ` � �� ��, - � WITH 17' HIGH CURB AND YORK ROOFTOP COOLING AND HEATING UNRS SERIES ` '� ` ` � � � ECONOMIZER OUTSIDE AIR , _ , 7 � 2 D*CG090N16525M8 WITH ECONOMIZER OUTSIDE AIR INTAKE � ` ' ` � . EXIST. I INTAKE. � K-2 . I COOLING CAPACITY: 87�000 BTU-8.9 EER _ , n� L.—.—. _. —. .—.—.—.— .— .—.—.— ._..—. — .—.—.—. .—.— . .—.—. ..� TON HEAl1NG CAPACIlY:204 MBH - 809� EFFlCIENCY , , ,' MMB» EVAP. BLOWER NOMINAL CFM 3000 EXTERNAL STATIC 0.94' I'V — G —6—• MOTOR H.P.2 - DRNE 7YPE: BELT �- ' �- r � .F � „ LL � FULL LOAD AMPS: 43.8(208/230/60/3). BRKR SIZE SOA � � ` - . 2 � ' _ t _ � , GAS CONNECTION (F.P.T.): 3/4" _ , � � � � � 't�r,r� EF-1 , , UNIT WEIGHT: 1,187 LBS. CURB ADAPTER WEIGHT: 250 LBS. , o � �i � �,,5' �. �� � ' N 0 T E : ALL OF THE ABOVE TECHNICAL DA7A IS BASED ON GAS UNITS AND IS � ���• , � TAKEN FROM THE MANUFACTURER'S SPECIFICATIONS FOR "HIGH HEA7' . ' p°q�' �� , ,' ' ` ' � . , ��� � . . _ � � . . �: :�< <��: t . _ � � , � ,� � . , _ , �a < < , � NEW EQUIPMENT 3CHEDULE �� � ' ` - � NOTE: NO SUBSTIMIONS ARE PERMITTED ;�o � F � ' s , � �ao��... � , � " , ° ` ' �,� � • _ � RESTROOM EXHAUST FAN • ' ,- � ' - EF-6 PENN: DX11 QL McD) (DIRECT DRIVE), 400 CFluI O 0.50" S.P. ` � . _ A � , �- - 1/5 H.R. 120 1/60 CYCLE . , ' � � , COMPLETE W BIRDSCREEN AND BACKDRAFT DAMPER � ` ' `''`` � ,,�. ,s �,, N 0 T E : THE ABOVE FAN FURNISH�D BY McDONALD'S � �' '�'' ' � '' -�� o ��rn �. � �` 8�,a°'� ' ' � ^ r � � 'r , � - , . �\ � � � � ,� � -,• +� � ', _ _ m �.L � �'�Y.. �, �{F . . ''-� � � � � ¢: � Q� � � , "`� , r'a �," r,� ` � � , r , . ' _, � � l � 7 � r , ^ , ; ' 1 'v . ' , '� - ~ , ' -- -- - -- - - -- --- . -- - -- - , � . � AIR BALANCE SCHEDULE � � � � � �r .T � � ,2�` � . , � - ,- -- - - - - - - --- -- -- -- - --- � z- - ° , W� �- �. -: . UNIT O.A. �2:7� ----S:A: -�-- - --E.�t. - PRESSURE ' , � .�',- � 'M1 D-1 (New) 1400 2600 4000 +1400 ` . � J "� ' ` � 'e RESIDENT STRUC�FURAL ENGINEER TO 1NSPECT EXISTING TRUSSES AND Q � 4:' i* . ' _ � - ` � ' .TO APPROVE NEW UNITS' LOCATIONS, BEFORE INSTALLATION BEGINS� D-2 (rrew) soo 2�00 3000 + soo p +� � �- � ,,- ;_-��T ,; , � o m o-� _� b : ` RE�ER TO EQUIPMENT SCHEDULE FOR WEIGHTS. __ _ _ K-1 (New) 1 soo 2400 4000 +1600 W � ,�,, � , , � -, � , ,__-___ ---- _______----- - �C-�- -�H��-- -���--- ---- 1��_ __�oea-- ---- � +��ao � W �.`�p � t, 1� ° , � � L. C� '� ,,,� "r° ' � � , � EF-1 900 - 9Q0 � �J Q "'a�i "'1 ',� e' -�'� � ' EF-2 � 1800 -1800 Z �� �*` � � � _ r� ,'. , .� � , � EF-3 ' _ � ,� ' � .r' .,.`- .,, soa soo O N � � _ � � . ��n ,`��t �r � EF-5 900 900 � � ., - �.i�� - _ t ^ � EF-6 (New) 400 - 400 V o i = � ,�� . Y � ' , � �., � � - � _�� MECHANICAL ROOF PLAN s - � °' � � � �� � "- ' � - TOTAL `5000 9000 14�000 4900 + 100 � � � � °`i � " NA2 SCALE • 1�4" � 1�-0" ' . ° , ' • � y . _ � w ', , - , � . W , , � x � _ ' � > '- � ' r � , MECHANICAL t�QOF PLAN '�' '- -} -"` � '� � . � , ; • , , - - - .. J � ' - , ` '� . � ' , , � ' ` . � ' � ` • � • � � , � � � � �_' ' , � ��'� r , , ` ' , , ' � ; " . . ., - �._ �l ' � • ,f" i , < , ., � � , . � ' , ' ' . . . . � � � . � � � � ` _ • � " ' x � i � . ~ ___ ��--" ---"_ ' __ � ' ` - ` ' t }' 1 ` ` e � y � � �� ' , ` , _- _'-- -_l- __- __ _ i � .. .-' _ _.-_-_ _'_�_ ' ' ..,_ �'_'."_.'_' .. __' _'�.' .--_____�'-.-__.�.�.�. ._�_-�-----__ ____'�_____ '____ _' _ + " ' ' - . 1' ' { �'`^ . � ___'__'- ., , - � , � , 1 � „ ' `� r � ���, � � ,� � � � � � � �� ' � � � ... ` _ �� �� � ;�{ �� ' ��� .. " K , � � _ r + . _^ � i'J ' s ' 'I , '___,_,__.�-...,�_. __���_��_._ � - \ � � ... �� 'e 4 � � . F � .. ` ., . � �- " ._._`_"�"'__. -__.'_ •-.�.____� -'---`�-' ?' � t fE ` � t r'��! � , 1 : } � F � t t i ; ' '__,.._______-_____�._._ 5 t " ( ' ` ' � � `+ r - � � . � i ` Y � ° � < +j • j SLFr:p � ( , , . ..x � . . ' ' ' ' . ` . . + �.. .- �Y � _ fl {1^` / � , � , _ Y • A � ,�� }�4 � � o` � 1 ` e � � yl�r }r .I � �K V ''.� � ,� ` ' ` ` ` v � ' � r. � " ' � , �� i 2"� 12"� ; ', y ` . � ' , � , � .° � � . . - ` - �� . � ��, '- : 3 � ° � � � „ < < ' > , � ' _ , � , � „ - ` ' ^ - _ ` ' ' , ` , , n 4t " , L }'r ' �=,. ' 2 � � � ' � � . ^ . ` ' REMOVE EXISTING ADA 10 ton D_� ` � . ' , ` J�'i r � , w , „��ISTIN� - , . - � HVAC UNIT. RELATED CURB • - - , t ; , -'� • ' �_ , „ _ K-Z _ - r� - . TO EMAIN TYPfCAL 3' . R . _ , � )• , 4 S�iNER VENT THRU , ' ' ROOF 2'A" ABOVE ROOF � EXISTING ROOFTOP ° � . • ` , �� �' ���' � SURFACE. NOTE:a THtS', . ` ' ` HVAC UNIT: ADA modet � , ' � � ' " � r' EXIST. SUPPLY DIFFUSER �� � VENT IS WITHIN 10'Q" OF EXISTING ROOFTOP 10E4-208-52, 10ton ' , � - . "� p - � & EXHAUST GRILLES IN THE �2 � ,: ` , - cooling� 52.8 KW - _ , ' � F ._ ,,. M OSA IM�KE OF B07H - HVAC UNIT: ADA model electric heat, R-22� RESTROOMS TO REMAIN. �2 12� � ROOFTOP UNITS. 10E4-208-52. 10tort 190.7 MCA. 18.8RLA ` � , ,� _ 12" 14" � cooling. 52.8 KW EXIST. � . � �2" � . e�ectric heat. R�22� . compr� 9.2a 3.0 HP , ' _ ��: ; �2 , REFRIG blower. 4.5a 0.5 HP , A ,� Q , , 190.7 MCA, 18.8RkA COMPR'S , cond fan. 4 - `` i �� _ � � • compr, 9.Za 3.0 HP EF_q. ' - , - � � 14°�s • . , . bfower. 4.5a 0.5 HP - " . _ � ;� `{;`�"�, � ' R cond fan. ' ' - � � _ ' � " � � � �' ��� -.. :_ ., - �' . .� , .� � t UP TO EXISTING ; 12"� - ~ � �r � ` t i�l' % � ' T ' , , � , ��j �2- �2- • � RESTROOM EXHAUS ; _ - - � - , �\ � ` , , ' FAN (EF-6). , ' _ . EF°-6 ��� ��`���"���+�a����e����`��a : + . • � 1 2~� � � � ` ° " � ` � � EXISTING ROOFTOP _ \���'��oo�'�r�,.m��.�✓��i �� „ � , , . � - , 4�,�°Q G �°Cq,����` '' � � � 10°� CONNECTION 12�� ; ' _ � , r ' EF-3 �C�UST FAN: MCD ��• � _ ° • � �'{ . TYPICAL OF 8 � ° ` - � I . • , �-�� , 2���1 ° _ _ - ��;, EXISTING ROOFTOP 135 1 2 HP 115v • ��,_ : �> , , ; � HVAC UNtT: ADA model � , 5.7a. 5/80. � . ,�� � .� � ' . , �'o�i �3Jy` �, ' �' � 10E4-7fl8-�2� 10ton � ' �EXIS7ING EXHAUST � = 4 , , � ` � ,° ti�� " � r � � cooling, 52.8 KW ., FAN TO BE R�MOVED. ,�`��'� '` e�,�'�;�`,�* ` d elect�tc heat, R-22, _ RELATED CURB � �!«+�u�4�6��°�°�1,� ���� '�� h . � , • 190,7 MCA, 18.8RL4 TO REMAIN. `< � � < < - � / 1�n � ' compr. 9.2a 3.0 .HP-, � EXISTING ROOFTOP , . , . ' ' ` y . ' , � � 2„� , ` , , blower, 4,5a 0.5 HP - EXHAUST FAN: MCD , , ,V ' ', „ , ; . �L � cond fan. , 135� 1/3 HP. 115v. , ` , � "` ,t - ;�. ' �2"� � ` Q , , '. � � '` . . / ; ' L . .. , f � ` � "_ � - � ` - K-t ` EF-2 , , � i , , _ x4 ,s caa 1 � . _ � �. i ,�.. '''.. , ; , ` ' ` ' � - �� F r� � - ,` 12 � . EF_5 . Q; .C3', ��Qt�� _+T � � _ � - , y , � „ ' _ , � W `Q� „ � � � 12 • m _ , , ' EXISTING ROOFTOP � � � � � � � � , . ` 65 3 4 HP� 115v � ��� `�� � � „ e , � , . � � , , , � c� o' �t� ' � . 12 � , - = 10.2a. � �'�� J " J . � Z � � � "° '{� ' , LJ.I ,N pr' , ., � � „ a �� � ,Tw ; - �, ` , EF-1 . � , ` ', . . � , , , u���+ ' � ; -- ' � EXISTING ROOFTOP -, V . . . �, ,` � .a , , . r . � � , , _ EXHAUST FAN: MCD � , . - _ , � . � � � ° . ` - _-- , 135, l�� HP� 115v. � � � _ � , ,�,� � } I ' ' L is 2'`t, ; ' � ` � ry ' ,r � �.�. , �O � , � • � � •� , , EXISTING ROOFTOP � ' 3 / t ' EXHAUST FAN. MCD O - � ' , dY , � � , . , � � � 135, 1/3 HP. 115v. _ , < < , - � - , - � . , � . � - � . .�, � � � ' " ' ����� ' - - � <. � � i ' ' , �' � � ��� � , � ' - � � �°D , _ � . s f 1- � , . . ., ,i+d Q $ ` � 4 S . . ,�', i � �� �S� 7 � P .� � y " � • rr ` ��cf �/� " i� .q ^ F �r.�,9 SEE DRWG. M1. REMOVE EXIST. PERFORATED FACE. . � � , o� _ � ' ,� r , EXISTING FRAME TO REMAIN. < < ` � ' � x ca -��' Y� ., TYPICAL FOR (8). � � . . , �•�� � ' ._.� ` � � , , , - i ' • ' � i � � � ° r } � , ' ^ � f +Y r M1 „ � . � � ,. _ � , • • r � x 9 � . . ` ' � .ir' , ' � .. . � � � � W . � t e o�i � , � � � �' .�,�,^r . � � � 2 , MECHANICAL DEMOLf110N ROOF PLAN � � � _ o ,.... �. .... . �. � �~ �\ � � � �'.a :� y ,A'''r ' � � � , � MD SCALE : 1/4" = 1'-0" � � m � '� �� �� k �-°� `, , �., , _ � ° � � o� � � �, � � -� `�� ' 1 MECHANICAL DEMOLITION FLOOR PLAN , � , � �� � ��� � '� � ���� , » � » � ' � , , � �-f� a=�, _ . MD SCALE . 1/4 = 1 -0 , ` ' , ; _ ,,r � , ' x ' _ ^ � ' " �'i � • ' ' � � %� � � � � t i� ` � a ��• y�'�,,,. ' , � � �W . t , , ' , ,Q (y� � � y _ `� , �� � r � O � �� � � L � N ayr i __' ' � � r � �- _ - ' _ . � -- ___- -- . • << , , -���.�0� ����'---_-------- ------ -------- - -- --- - - _ O' ( ] � - _ _ - -- � - � -- -�- --.- - . - � '� j°J� �- , `'`� - �- �_ - � .. � � 1�I r4�, ��4i� � �,E; �C.? , `���> ,..,.�,, " ' J 1. ,DISCONNECT ALL ELECTRICAL S�RVICES BEFORE REMOVING ANY � � ' `-�Z, --f ' �' ! " „- . ' EQUIPMENT FROM ROOF. � ; � � � �^ _ � ��� � '_ DEMOLITION NOTES� LEGEND ,, �, � - __� __ ___ ----- - � � _ o �,-r. -�.,` � � � ' ' �-';x., - --- -- ---- - ______ 2__ REMOVE (3) EXlSTING ADA HVAC UNITS, AS SHOWN IN CROSS-HATCH___ ING.__„_____.---- p r• ,, s ,, � ;;� � ' �, � � ` . R- EG�'TED Ct1RB�--�O-�REMA�N.---------------------- - U , =C'�1 , 'g, � , �. ` ` � , �� , . �,�� `_' ��° ,._ F , 1. REMOVE ALL DIFFUSERS� GRILLES� SNAP-INS� STARTING COLLARS ' � " , � " ` AND FLEXDUCTS SHOWN IN CROSS-HATCHING. , EXISTING FLEXDUCT TO BE REMOVED " „ � , ° 3. REMOVE EXISTING TOILEf EXHAUST FAN. AS SHOWN IN CROSS-HATCHING. { , _ _ � ''�- � M, � „ �' `�' _ . � R�LATED �URB TO REMAIN. � - �;, � r �, ���'- � 2. REMOVE ALL ABANDONED MATERIALS AND EQUIPMENT FROM PREMISES. EXISiING FLEXDUCT TO REMAIN ' " , . ' - � , � � � _ � •=°,��� � � _ AND PATCH CEILING AS REQUIRED TO MATCH EXISTING. , " 4. REMOVE ABANDONED EQUIPMENT & MATERIAIS FROM PREMISES. � , ' � � ' �• ; �, �`""!" _ , , t` �° ' - � • � � . , � , .. ,t � �� .. P:ii _4 ' i ° O� _ - , ' , y �16';� ' �f y I i ` y ` ' {� � ^rt r`i�} r H ; 1 r � r r r rj ' _ � , TYk, I � r . T ~!r_ r�`' i . � � � f � r � ' � F ' �J � `�# y 3 k _ , _ , � . ` � . ' ' � , � " " Me�ch. Dam�s� Floo�hfRoof�'�Iat� . � �°`��, . ,F�" � ,.� t � . - � � r , � � `i y` n _ ' •• ♦ � I � � ' F ' ' .. � ^ ^' ` r. � � `^ % ,. ' Y �, �' ' � i� ' ` r ,♦ l,}^ ' k Sc F � � � ? .v � � � 4 - l � ' _� �. � s� ry .` � r v _ I 1 , , X �r ' . - _ ,X ' ; ^ � i t y ' i ^J " . _ \ ' V , _., � x ' + ' � ` 1 • 1 ` 1 • '�'t ~ ` R Y" � ^ —' f' . �t ` � ' , � ` , � � � , � � � , � ` EL.ECTRICAL �CONTRACTOR TO � ' �°� " � - ' FLEX DUCT CONN�CTlON TD DIFFUSER, x - t � �� _. T - � � ' �'� " � - � - , � � TAF'E INNER LINERS SHEET MTL SPLICE , . � �ONp�NSER AIFt � F`URNISH A1�ID I�ISTALL • ' . � � . , , TOGETHER W/DUCT TAPE CONNECTOR GRILLES AND SHEETMETAL PLENUM COLLARS � � � � � � ��� . � . � � . , , � � nlSCHARGE� ' DISCONNEC7 SWlTCH �F YORK HVAC ROOFi'OP UNIT - , � � - a: _ � ' ROLL BACK r, � . _ . , , _ _ , , NOT Ed��11PPED. , , _ - ' , .° � � 1. PULL OUT�R INSULATION JACKET BACK AND SLIDE INNER � , , , r,• SLtNG ; , - . , 5 TON THRU � 2 ���L TON , , � ' � ` ; INSULATION - �� �� UNER OVER SHEE�MECAL COLLAR. ' SPREApE� 'BARS. ` ' �'� ` . ' ' � ' ° ' ` ' r , MWST BE U$E� - v� � , . ` � . � 4�°µ " �'�' " ; ' , PLASTIC INNER DUCT LINER PULL BACK OUTER INSULAl'�D (TYP• (�F 2) v ' - ,� � VENT AIR ` r �TO � � � ` " . "- �x-x =�3°'�F � OUTER LINER SHEETMETAL JACKET , � � � ' � � OU7LET }i00d � ClRCU1T � ' '' � AND WRAP - ECONO�AIZER � , , � ` _ � - �' � SEAM WITH B00T COLLAR - � t ` , HOOD - � - � � , BREAKER �"� 2 � , ' �+M ' SILVER DUCT - , � (D�P�O�'ED - F , , � ' _ _ � _ ' , ` ; TAPE ' _ � � .� BY,HVAC ' . , PAN�L � _� 3 - , � '� . ' . , z �� PLACE A METAL DRAWBAND ON SHEETMEfAL INNER DUCT LLNER 5 ' I(VSTALLER) � � ,- ` . s , .� �, � , ; p ` `, `� � EACH SIDE O�SPLICE AND TIGHTEN. CONNECTION Y' , , � • � . ' � ' , G , - ' ' � - � - - '; � , '',:„ ; SUPPLY DIFFUSER OR ' � " - " ` • � ' . � ` � � � �� � � � RETURN AIR GRILLE --� � � �' ' ` ' .�'�,� _ _ � , `_ -. . ' � � y _ � ' � i FLEXIBLE DUCT SPLICING DETAIL � - � . _ � � �%'r'� _ � � , . - — REMOVE JUMPER FROM A1 -ro Az _ t , � � � ` � �, .� ,~ �. ✓ y �r 5� g NOT TO SCALE ' , ' ' _ . - � ' �i�t�� I � � FIELD VERIFY I�AMEPLATE < � � ' , � j �� , 2. TAPE INNER-LINER TO SHEEfMETAL COLLAR W1TH SILVER � ��' � �� , � F�ATINGS AND SIZE WIRE R A1 G Y1 Y2 W 1 W2 A2 8 - �� � " DUCT TAPE. DUCT TAPE SHOULD BE WRAPPED AROUND • , - � � - � ACCORDINGLY � ' - , `'; SHEET METAL COLLAR TWO FULL TURNS. r'. '� ,� � i�� ' `- „ � ,, 4 I II --- -- I I I NOTE: " OUTER INSU1�1i'ED , � �'�� .�`.�� � ' ' ��\ . _ , 3 � � � ' , ' ° ' � �_' i 1.ALL SHEEfMETAL - i�E Z O W Y � '. ' I II II I FITTINGS AND SHEEfMETAL JACKET ' � � � � � ' 'T{ � � . W W J � } a- V ' � f ° " , ' `, { � i BOOT COLLAR 4 . i � � I � � � _ . � � W J � � , , , �y '' ,,�'-� ti I II II I COLLARS MUST � , � �� � , , W J � W = � � , - - - , •� - - BE COMPLETELY , � , ' ' -' � � � - - ,_ - INSULATED. , � � � . , � m C9 )" � �? C� 0- m, ' } ' ,' . . � DRAW BANDS 2.SHEETMETAL TEE INNER DUCT LINER _ ♦ m � � � - ' w :.� ` t '� " � . � _� _ MUST BE � � � � - � � ° '� ` - li a i p! �q t '•, '^ � � y � Y . NYLON WEB --- DUCT SUPPORTED WITH SUPPLY DIFFl1SER OR DUCT TAPE ' � , , � j � � ���_ ' � ' � ' � � � r � f � �v HANGER (TYP. A NYLON WEB - � ' ' � ��� COMBUSTION AIR� . ,o , ` '<< �z��; OF THREE) -- TAPE HANGER AT EACH RETURN AIR GRfLLE � --_� . , � ` ; : 4 V CONNECTION PT. CQ�O�- INLET HOOD , _ , ,-� � - � WIRING Ei�JTRY� , � � EN-�-RY �18�10 LOW rv ` i J }� , r r -`�� 3. PULL OUTER INSU1ATED JACKEt, OVER SHEETMETAL COLLAR - . � RETURN AIR � ' � �' =�"��' �� AND PLAC� A METAL DRAWBAND OVER THE OUTER INSULATED � _ ' � � .. ` pL�NUM A/G C11R8 , ,� VOLTAGE CABtE _ , -• � , v ;. ,,,, - 15000-03 JACKEt BELOW THE SHEETMETAL COLLAR BEAD. • � , , � � � SUPPLY AIR r ` ` - , , " ' . `` `` , �� � _ GASKEf L�CATION PLENUM - ` f� ` � � �"� p�HtH►n�tu�ppiiii ", S H EETM ETAL TEE I N S U LATI O N D ETAI L , � , MUST BE FIELD APPLIED � � , � , � �����`� pA RE���!�.;, , y,� . , NOT TO SCALE -�� ; - , POWER WIRING` , ' � ����Q�;Lo��B•..ra'�;%,�,_ ` � -, , � SHEETMETAL OUTER INSUL,ATED � � � • ENTRY � � _ , , , �p�;.Qo� �'�Y`��: > < ` � °� A � BOOT COLLAR �'-�-,,. JACKEI' � , � � . 'c•';�. i �- p= �,� � —-, ` s ` . ' _ � - �i 24341 e ', , a , �T --_ - 7 1 f 2 THRU 12 1 2 TON UN17 -� - =-°• •�=� , . ��� :. � ---__ � ` � . � � - - HOISTING D AIL � ' '� , � � � �-9� ••. � �L { � � _r� # �U' � W Y Z ���., < �.. ,� -_ 1NNER DUG7 LINER � - � � Z }' �_ � � � . _ ` " , � `_ , . , NOT 7Q SCALE � � C,� W � U W Q- W ., ��,�0,... �t\ �`i\,. ; ` � CA 123 CURB ADAPTER � - . . 1 � � W � = g � � 3 ��,,,,�'� �",�,,,,�,��` . .�: ; , �-.� SUPPLY DIFFUSER OR ���` METAL DRAW9AND • � ° PREPARATION �4ND� H41S[ING PROCEDURES FOR ' �.� �� 0 } � 3 m � a m ' � • "' `� `y��qq ,_ � t�,�,;�; REfURN AIR GRILLE --- ' SkTfiNG ROOFTOP PACKAGED UNITS , t ` � - � � ���_'� . _ � �. ' � _ y � r \` `� ' � ' r � 5 2`�r1 f� 1. tNS7ALL CURB ADApTER OR SUPPLYf RETURN DROP PLENUMS� ' , - _ - ` J � ' ° ` � � ��":" 1 � - BEFORE SET�ING UNt7. . , �. � `�� `� � ' �„-, �'� � ' o ID IR 4. CUT EXCESS METAL DRAWBAND OFF AND WRAP METAL , ; �� R ♦ � � , , ' �,; a�:j �''�� -;�,� INSTALL u7'S E A 2. DRIVE S�REW 7t�P QF' BOTH SUPPLY AND RETURN PLENUMS � { , '', � '� t -_ , 's'•` INTAKE HOOD AFTER DRAWBAND WITH SILVER DUCT TAPE. � � � XO CURB. THIS WtLL PREVENT AIR- LEAKS BETWE�N PLENUMS� � 'f �;, ��'m4'�� `�' �` � „.,, " 1� UNIT HAS BEEN SET. � - _ � RC RH Y2 Y1 W2 W1 X G A2 A1 T T Q � , , _ - ,_,,: ,a - 8' MINIMUM _ "ANQ CEItaNG SPACE. _ ��� � 3.'MaltE SUR� ALL BEARING- SURFACES ON CURB rARE �"ULL�' , � ' ' • - ' ` �''''� SHEETMETAL �.` OUTER INSULATED -� ' 'GASKETED� AS SHOWN IN HEAVY BLACK' ON THE ,HOISTING " ` _ , � ; � � C�7� ` " :� �" +;..-� � _ � =;ti�;�� � BOOT COLLAR ��,- _ JACKET ; � � " DE7AILS. THIS WIL�:� PREt�ENT AIR AND WATER LF�KS. . , Q - q � (J � _ , � � ��`��',� �,� ;." �� � ° ' °` �� � - . JUMPER RC-RH � � ,p� a� :,� � SLING 1 -�. INNER DUCT LINER 4. HOOK RlGGING S6iAGKLES THROUGH HOLES IN LIFTING I.UGS . FIEL� 1NSTALLED BY �` �` � , ao. , °='ihr' �Y��; ;� � .�s r , _ .OR BRACKETS AS SHOWN 1N- 4ETAILS. � , � ELECTRICAL CONTRACTOR m � . , ' t.�ii'<� `� ',E ,�.':'�.��.,, �-�� � , 5. USE� SPf�FADER BARS AGROSS THE TOP OF THE UNIT TO - , ' , ' �6 � � �� �'��""� �4�� ;, �,'�.:�� I ._, ,� ' pREVENT CRUSHING THE UNIT FRAME AND PANELS. � ' ' ' , � �..v , ; . -� � U . +-,�_�_ . —, DUCT TAPF - , � _ . _ T-7300_ STAT W Q 7300 SUB—BASE - -- O , t�.,a �Q � � � � ' ° ��� � _ _. --- - �� " � � SUPPLY DIFFUSER OR �- WRApPED OV��2�. ' � ` 6. REMOVE DUCT COVERS iN' BOTTQM OF UNIT FOR DOWN ' v � y � �� � � � � ^�� _��---` -�--- - -- ----- -,-- ` ° ' -'��, REfURN AIR GRILLE - , � � "' 3 � '��� ��'. � � METAL DRAWBAND � , � D1SCHARGE/RETUI�N QUCT�CONNECTIONS BEFORE� SEfTING _ �.m 3 ;� _ �/ � �� , ' � ' UNIT ON CURB. - � . USNG STD. 4�x 4M�UNCTION BOX , , ��,� `�w'; � J,�Y'�:"t',b'=.,M1�� POWER WIRING � � NEW 150D0-Q1 7. AFTER UNIT HA5 BEEN SEf. �CHECK AUGNMENT OF UNIT AND W�TH SINGLE GANG COVER AND � � � ' GASKETING TO INSURE AIRTIGHT SE4LS. , ` � ' . ' r ',1 "� `� ENTRY � YORK HVAC UNIT � LEVEL FOR APPEARENCE ONLY r � , ,� �`� (UNIT BASE) � (12 1/2 � 10 �` � 8. HVAC INSTALI..�R TO �EPLOI�- ECONOMIZER_RAIN HOOD AND FlELD TO RFMOVE--dUMPER IN �UNIT � , ,� ; '� - r -"'y,4=��s�'�� _ � : , . ' CONTROL WIRING � & 7 1/2 TON) � � , , �� � (NSTAtL GOMBUSTION AIR lNLET AND VENT AIR OU7LET �' �'����-,� - ----�------- ----__ __ __ __ __ _ ___ _ ____ ___ __ ^______ --�D A2 WIRE A1 AND H2 � _ � :;"r'�,,�� � � ENTRY p � � � ' H�OLI� ON THE UNIT. INLET & OUTLET HOODS W1LL BE � AS SHOWN ABOVE. �I 'y 'j �i�r"-"� (UNIT BASE) MORTITE WHFATH�RSTRIPPING � SHIPPED IN THE BLpWER COMPARTMENT ALONG WITH GAS REM ` �,,` ' ' . '� ,.�;� TO BE INSTALLEQ QN_ �IP1NG KIT: ECONOMIZER HOOD '�'� ` - IS SHIPPED SEPARATELY IN A W(�ODEN CRATE. A CARDBOARD � RED � � � ' ��� �'� `'��`' INSIDE & OU7SIDE EDGE OF _ � `���'{� _ � ° . � ��''!` " , �� I } STARTING COLLAR FtANGE , CflVER WHICH PROTECTS THE CONDENSER SHOULD ONLY BE ' � - r , - � f ' �, e=��F�� � � NOTE. , REMO ED BY THE� HVAC SUPPLIER START UP TECHNICIAN. , } ,'".,,, . � .,;;,� IF COLLAR IS TO BE STARTING COLLAR� , - - -� 9. ELECTRICAL & PLUMBING CONTR/�CT�RS ARE RESPONSIBLE F'OF2 1 � t " ,'�" ''=Y� I I „` � . �,- fi . 4•fi'S I OVALED, REMOVE FLANGE _ ' PROVIDING WATER-TIGHT 5Fa4L�AROUND ALL CONDUIT AND B L A C K ' �1 8�2 C A B L E „ � � , � ;� � AS REQUIRED 4 � v `� {5) HOLES IN FLANG� FOR , , PIPING PENETRATfONS THROUGH BOTTOM OF HVAC UNIT5. � "`:, , Y` ',�fi� FROM STAT - ` e� g; �: vi '°�'' , `°` I a � � INSTALLATION OF COLlAR � ° - - E5. � ', ' ; -'e. " 'r� � NEW GAS � � wiTH s.M. scREws To- _ , o TO WALL SENSOR r , � ; I CONNECTION FIANGE PLENUM (TYP� , , . � , ' , {" L��Rr `' y�e1 � APPLY NEW GASKETING 8 , ��.� y �-x,4 �t�" I � AROUND TOP EDGE OF . - ' N T-7047 SENSOR MOUNTED ON �191-028 , , w ' �►+� �'t `,r, ' '_*,; ;`k'";'� � CAP CURB ADAPTER . ' � � , WOOD MOUNTING BASE USE 2 x 4 � - � � � �� � `�•�;',�;,:�,� AND CHASES� � Z J � STANDARD JU(�GTION BOX WITH NO COVER � • .. - °= i � I INSTALL 3/4 THICK F'IELD CUT HOLE 1N PLENUM � F. � p �,.� � AND LEVEL FOR APPEARENCE ONLY. ' , � -� _ . � �,�'s � 'f'� GASKET. AND INSTALL STARTING COLLAR ' � � ' � �z-i . JUNCTION BOX W/ INSULATION STUFF. � ��� ` '� = ..�,,� � 'v�p�''�'ti � (FURNISHED BY A.D.A.) WITH WEATHERSTRIPPING , HONEYWELL Q7300 SU88ASE _ � � ��� . � A ,�� ' .�' ` ; ' ', �� , � �s i AND (5) S.M. SCREWS SHEET METAL PLENUM ,• CONFIGURATtQN DIP SWITCHES � � $ c� , � �'� `, , - ' '' � G,o NEW CA-123 �� IF STARTING COLLAR -� � � � � v � �� � * � �F�, CURB ADAPTER �� _ F[ANGE IS T00 WtDE � , ..0 � ' cr a a �_ , � , � ' `� �., � tij,��i� (FURNISHED BY A.D.A,) � , 1 - A , ;; � FOR PLENUM TRIM AS �� HVAC WIRING DIAGRAM � I REQUIRED , { T �" � , 4 , I ' ,� 0 � o ' , M3 � NOT TO SCALE � '" . ,� � ;� � I SHEET METAL PLENUM � - . � , -- -� ' _ � , ' �: ���� �i��� � � �.. � m -- �o� �'rn �;. � � � FOR COLLARS INSTALLED w •� � � • • � Z ���jj � � � rn �� c� v�i _'rn _ ,^_ "� � � SIDE-BY-SIDE, TRIM . . � � - I � FLANGES AS REQUIRED • . � , W �j -i a� �� �`o�` � �,c°'r� � � _ � � ` `, . , . 00 � . . , � � , , � . 0 I . �'n � �� _ ° � � '�, '' � v� � o�' � �-� ° � � � �' V Z . ' , , , , •- , , •- *• , ' - ` �' � � ,' , � OIP SW(T�CHES MUSf BE SET AT TIME OF �- °' �� . , - � ` y � ` � � - ` 5, APPLY NEW GASKETING , ap= � � , , ,, , � � ;��n ' � AROUND TOP EDGE OF STARTER COLLAR DETAILS � START-UP 8EF'iORE 1NSTALUNG BATTERY, , OAODEBLOCK (BY - , � � ,- -, AND BEFOf2E APPtYING POWER � . � �` ao �.� , . � CURB, DIVIDERS & CHASE. „ � HVAC SUPPUER) '°" INSTALL 1/4" THICK NOT TO SCALE _ _ , Q - . � ' - ' � , . � � - ..� , �i ', ,��u�; GASKET. � S O 1/2" CONDUR FROM 1/2" CONDUIT � ,� :, � (FURNISHED BY A.D.A.) � } y � F ABOVE TO 2x4 "J" ` p ' ' �' � `•4> = � EXISTING �`� � � � -p � BOX STUFFED W(TH � � � , `` � � � ` ELECTRICAL ��� � BILL OF MATERIALS AND NOTES� , ' , , ' , p � 4 � ' , INSU�ATION FIBERGLASS � � �� � ' i ' ' cw4sE I �� � . � � 0 4 W � << � ' �, . � P�- I A.D.A. WI LL PROVI DE: � � . HONEYWELL T7�00 THERMOSTAT j � Y �o INSU NSI E . � . � �� s ���, � � O'�y � 4 � � a `'' .,. ': I JQQ Q�� I 1) ALL LOW VO�TAGE CABLE AS INDICATED. , ' CONFlGURATION DIP SWITCHES � � �� JUNCTION BOX � � � � � � �; , � ° ` 5 s�' � � 2) 4 - T7300 PROGRAMMABLE THERMOSTATS. � , - , � � �� Z � go � � � � ' ' ' � �, �,-a� � 3) 4 — Q7300 SUB—BASES� � f _ _ > > o ,IUNCT oN X ` ��,t,,,3 , -,' ` �� ��Q��' � 4) 4 — T7047C REMOTE TEMPERATUR� SENSORS. . � _ � '�'` i THERMOSTAT HONEINVELL REM�DTE � �' ,.,,� � . ` �` � ` � � 5) 4 — A.D.A. PART �191 -028 WOOD—MOUNTING BASES. - s� � , (BY HVAC TEMPERATURE Q � � � �` �+�, , �- "� I'�' EXISTING � � � �Z , SUPPUER) SENSOR (BY HVAC � � r� �' • '� , G � � M-123 CURB 6) 4 — 9—VOLT ALKALINE BATTERIES. , L� SiD�,VIEW , , ° L '` SUPPUER� " � 7) 1 — T730� T-STATS MOUNTING PANEL. W�� p Ff� - � � �9 '� ` �,, f � - t � � v cV � ` `� � � � . - � ELECTRICAL CONTRACTOR SHALL: � . � , NOTE: - , � . �- � �=t � � MOUNT WOOD BIOCK BEHIND � `�'-�,,r .�:�� " 1 INSTALL ALL LOW VOLTAGE CABLE FURNISH B1I A.Q.A. : . , � - v� WALI. MoUNTIN� REMOTE SENSOR To INSUTAi'E �� � , � � a �' � ; ,� ,,,,�v �; �R 2� FURNISH AND INSTALL ALL LINE VOLTAGE WIRING � IN ° , � �� _o R F a o M w,v..i.. P A C K . g - "� �, . •M '-,�..,�-; �� FlSERGLASS INSULATfON , -�i� ..� "�'�, , � CONDUIT. AND FURNISH CONDUIT FOR LOW VOLTAGE �ABLE � � . ,- ;, ,. , i ` WHEN REQUIRED BY LOCAL CODES. * � ' � � . oQ , � P� �� iNTO ,IUNCTION BoX. . � ;� � � �-, , � , � : ;,:, .}� ,. , _ �, 3) MOUNT AND INSTALL REMOTE TEMPERATURE SENSOR�' ON � - Dip $WIT�CHES Mt1ST� � SET AT IIME OF' � � � ' ' o ' � � ` `-` , � INSTALLATION INSTRUCTION ' WALL IN A DESIGNATED LOCATION. � sr,�r–uP e� iasr�w�c ea►r�r. , . REMOTE SENSOR BACKER BLOCK . � _ . � , Y � ,� ; . AN� 8EF'O�tE APPLYING,PaYVER -r' � . . � � NOT TD SCALE � � - a, , ' ' ` 4) RETROFIT MODEL-40 TEMPERATURE CONTROL PANEL WITH � , . r� _ ' y��� t' ' � � ' „� NOT TO SCALE (4) NEW HONEYWELL T7300 THERMOSTATS. - , " ' ° � � , , � , � . � �=� � , . , _ , , , HVAC �DETAILS , . 'Y r t Y � J r � _ l r ' ' ' ^ S` _ � , ' ~ + � ` � �'�'; �" __--__ _ -- S_ _ —_' � —+.. � ` ` e r r' . . . , � * r` �1 d`� . � . (t t. .i r .� � 4 4 � .Y" fi � � n � . 1 � , "~ O �'' l� � L�6Al. D�'.�G�I�'TI Ol�l � N j � V � NO LOT 2-B, RE5UBDIVISION OF LOT 2, YAIL DAS 5Gf�101�E - FILIN6 N0. 3 � M� GITY OF VAIL, GOUNIY OF �46LE, STATE OF GOLOR/1D0. T � MO�O 1 � � L � � Q� � C � �'-' � O jC � � GART SPORTS � � � � v d- cno � � / - t�o-r�s: , / N 52°02'56' E ��'b� � 01 I�V DININ6 AREA / ------ ----- —�— �— � R � � � q _ �2 1�^l HANDIGAP AGGE55AHLE 6�[TRANGE RM1f' � � � / � � �� � � / Q R,OOF ONB�hIAN6 — � � � / 6 � � � � � � �r � r-------------------------------� �---°------�-------------------� I I � � t I I � I I I � j � I I I I I I I I ` I I I I I I � I I � � I I 1 I • � � I I � I 1 I � � I I - I � O I I � � I I � I � , I � I � I � I � � I � I � o ' , ❑ � � � � � � � � � � � ; � a o i ; � O ' � � � � i � � I� � pp � O � � � � � ' � � � � N I � � U � N � � i � �� � � � NO �U �"� r� � � M v0 i i 1 (� �d- L I'� � � � N � ��i � i d' �' C O X i � � � � L p � � ND � L.� � � ' � ' � ' i ' i � i � i � i �____________________________________________________________� I I I j I � I � ; , �X I 5T I �lG K I TGH�N ; � � � i �., � � � � � . � � � � � • ' � � � � I � � � � � � � ' � ' � � ; � � � � � ' � ' � ' � � � � � � � � � J J � i m � � i i i � i i i j i � i � i � i i � i i � i i � -- - i . i i � �JC I 5TI NG D I �l I �1G ; Z � , w � � -q SEAT = 40 SEATS � � � � o � � . � � �------------------------------------------------------------- � w cn z f— i � 3 w i i O � � � i i w p i i � U � 10' NT IN ; � Q 0 � � ; � g o i i Z m i � O � 3 �_� � � O > i �_-' � w ; � W ° � � i � Z Z i � Q C7 i � � C� W � Q i Z p i i � N � � � � � i � d i i � i p p i i W W � i N N I � � �J i i � � � � i i i i i � i � i � s j i W � � � i � i �- I� Q� i i Q � ry � � � N N CV I i i � i � � i i i �--------I O � �� � Z � N � N�W D I N I 1�G Ai�A ' + D RAW N BY: ULM ; 1012 5Q. F7. , �0 NB^l 5EAT5 �� � . ' '/ ' CHECKED BY: � �� i - � �/ � SITE: �Z(o�. ; � ADDRESS: I � ' 21�1 NORT� FRONT�4C�E Rp i ; V�41L, CO ' � SCALE: �/t� o �'-� ' � ; � � � �--------------- ------------------------------------------------------------------------------------------------------------------------------------------------� � DATE: �2,��,g$ � , � , � , � , � , 46'-0° MATGH EXI5TIN6 �-------------------------------------- ------------------------� TITLE: McDONALpS COi�P STOi� REM0I�EL CD�C����,�� ��00� ��,�� 1 _ DWG. NO.: �1 1/� - 1' - 0 JOB NO.: 1"�C���S � _- r.o. tow�� �oo� +3��-8�� . � 0 � , �o ASPHALT GOMP05ITION 5HIN6LE RO�OF TYPIGAL . e.o. so�ir � +Z°��'8�� WOOD TRIM AT 50FFIT, PAINT FINISH E. I .F.S. WITH LI6HT TEX11J� �INISH, TYPIG/1L. REGE55� LI6HTIN6 AT 50F'FIT TfPIGAL � _ � McDONALD'S L060 MOUNTED 3'-0° - B�-f I ND 6LAZ I N6 � o � °o r� � � � GLEAR 6l.AZIN6 IN ANODIZED MULLION 5Y5TEM � N j � � dN0 �w -rir� co�z 5u�o�zr AT o °��� . TOY�. PAINT FINISH. � � � T.O. ROOF � o p o i +���_g�� 1 vi � . M { � rna» c 5I 6N L I61-ITI N6 TYP. � � � � x o rn � a� s � d- (n � � L� i � � 5I6N LOGATION �.0. SOFFIT � �I y +10-11" �° I R�t SUPPORT P1.ATE, PA I NT F I N I SH � � � � � � GUT STONE ZYPIGAL i � i�EGE55ED LI6HTIN6 AT SOFFIT lYPIGAL GUT STONE 5ILL TYPIGAL �ASGIA BOARD SE7 BAC.K 4" FROM �AGE OF TOY� TYPIGAL FINIS�I FLR 0'-0�� �- � � � m � o EX ISTI N6 DRI VE THRU WI TH 1�V 6ABLE R,OOF SOI��"� ���1�,�� �01�1 � � ,�� = � - � T.O. TOUJ�R ROOF . +35'-S�� " O � � � � � Z Z W W � � � � �3.0. SOFFIT U U +29'-8�� 0 0 cn a a z o 0 • o p m m � GLEAR 6LAZIN6 IN ANODIZED MULLION SYSTEM W w w = � w w McDONALD'S L060 MOUNTED 3'-0" � � � B�HIND 6LAZI1� � � �- w w F�AVY TIMBER GORNER SUPPORT AT �- � TOh�R. PAINT FINISH. o 0 w w � � > > ' IRON SUPPORT PLAI�, PAINT FINISH � � T.O. ROOF SI6N LO�GATI ON rn rn +1�'-9" . w rn FASGIA BOARD 5ET BAGK 4° FROM Q � o FAGE OF TOY� TYPIGAL o � �- N : � ASPHALT GOMP05ITION 5HIN6LE RDOF TYPIGAL �z `- N 1 I I � D RAW N BY: ��,�"� B.O. SO�F(T � � L I NE OF F>C I 5TI N6 ROOF +10'>>�� CHECKED BY: - � WOOD TRIM AT 50FFIT, PAINT �INISH SITE: �2(0�. 0 000 � I ADDRESS: � R�E55m L I6FfTI N6 AT 50F�I T TYPI GAL � � 21�1 NORTI� �RONT,4C�E Rp � E. I .F.S. WITH LI6HT TEXTUi� FINISH, TYPIGAL. V�I�, CO I _ GIJT STONE SILL TYPIGAL SCALE: �/�. _ �'-� = GUT STONE TYPIGAL �INISI� �LR - _ DATE: 12,��,g$ 0'-0" TITLE: ' NEYV ADD I T I ON �X I ST I N6 BU I LD I N6 • • ' McDON,4LDS CORP � • • • • ' �XT�RIOi� E1.�V�4TION5 1�a, �,�5� ����,�� � 0� DWG. NO.: �2 2 1/� - 1' - _ m J 0 B N 0.: MC0015 .� - , � _ _ � -- _ , � ,� �0. ���� ��� +35'-8�� : s � � o � `° ASPHALT GOMP05ITION 5HIN61.F ROOF TYPIGAL . S.O. SO�FIt 1 +29�-8�� WOOD TRIM AT SOFFIT, PAINT FINISH E. I .F.S. WITH LI6HT TEXTUi� FINISH, TYPIGAL. 0 0 ,0 0 0 0 0 0 � GLEAR 6LAZIN6 IN ANODIZED MULLION 5Y5T�hl ' +' o _ � -- McDONAI�'S L0�60 MOUNTED 3'-0" ` � � B�I I ND 6LAZ I N6 c i vi NN � V � NO � O O 1�J1VY TIMBER GORNER SUPPORT AT � � ° o ° ° o ° TOY�2. PA I NT �I NISH. T p o^ T.O. ROOF � o c��r� +1�'-9�� � vi � � � `. 7.0. ROOF rn aJ > c - +16'-1" SI6N LI6HTIN6 TYP. � � � ° " rn � a� to � v� o � � L I1dE OF EX ISTI N6 R�DOF � R6GE55ED LI6HTIN6 AT 50FFIT TYPIGAL i � 4• �.0. S01�IT � +9'-3" �� � � � , � �� E. I .F.S. WITH LI6HT TEXIUT� FINISH, T(PIGAL. _ I WO�OD TRIM, PAINT �INISH m I GLEAR 6LAZIN6 IN ANODIZEb MULLION SYSTEM s GUT 5T01� TYPIGAL GUT STONE SILL TYPIGAL • FINIS+� FLR. 0'-m�� � � ° m � o EXISTIN6 BUILDIN� NEW ADDITION ��.�7� ����,�� ��� 1 , ,,.d. - � _ � t.o. to�� �o� . +3��-a�, ' o c/� c/� � � � � z z w w � � � � �.0. SOFFIT U U +29-8" 0 0 0 0 cn Q a z 0o ao o m m � � N � � � w w ^ � w w i _ � � � � w w � � EX ISTI N6 R,OOF TOP 5G�T1, PAI NT F I N I5H � � ' > > �i o ° o o ° o w w o e � � T.O. ROOF � rn rn +1�'-9�� � � T.O. ROOF Q �' �' o � o +16'-1" .� N ASPHALT GOMP05ITION 5HIN6L.E ROOF TYPIGAL � � cv _ 0 ► D RAW N BY: ULM � LINE OF EXI5TIN6 RDOF CHECKED BY: - B.O. SOFFIT EXI5TIN6 TIMBER SUPPORT AT DRIYE THRU +9 -3 ' PAINT FINISH SITE: �.2C�� - ADDRESS: EXI5TI N6 DRIYE THFdJ WI TH N�^I 6ABLE R�OOF '" - 2171 NORTI� FRONT�4C�� i�D � �- . E. I .F.5. WITH LI6HT 'TEX'TU� FINISH, 7YPIGAL. Y�«, CD � GUT STONE SILL TYPIGAL SCALE: �/� _ �'-(d GUT STONE TYPIGAL FINIS�-I FLR. ` DATE: 12,10,95 �d'_m�� TITLE: . . McDONALps CORP a �XT�RIO� EL�V�4TIONS � �O '��1"� ��� Y � I I OI�l DWG. NO.: �� � 1/4 - � - 1 - m �oB No.: MC�015 � , _ �_ - � ' _ ` _ ',. � � •m � . � m� ' $ ° � � ' � �C . } . +, _ � C � . v . : �0 •�.. . � . . . 1 �X I 5TI N6 K I TGHEN C�U I Ph1ENT (TYP) EJC I 5T I N6 IC I TGHEN EQU I PMENT (T(P) �• . �•••....■ � NEW WALK-IN �ZER, SEE SHE�T K-1 �--------------------------� ++ O i , � i � � i � � � � � „ i i �� i i i i REMOVE EXISTIN6 � Cn � � � � � � i o i i � pN I � U 00 ; � �XISITIN6 PARTITION WALL TO BE 1�MOV� NEW PARTITION �RAME WITH � r^� PATGH �LOOR AND GEILIN6 A5 RC�QUIR�D 2x4 18 6A MEf�L 5TUD5 AT N � � TO MATGH ADJAGENT FINISHES i � � 16" o.c. FINISH WITH ONE LAYER p � � r^ � �------------------------�i , OF 5/8" 6YPSUM HOARD. INSTALL � ONE LAl'ER 1/2 GDX PLYWOOD � c!i � � � �_� � �� "' UNDER 6YPSUM BOARD AT EQU I PM�TIT �AGE � ai� �'-*-� ; � �_� i i 1/�R I�Y WALL �I N I 5H MAT�R I AL5 W I TH OWN�RS R�-P. d�°„ ��,, c o X � i �- � �_;�-;3� EX I 5T I N6 HAND 5 I NK , i i �=-----� �--�� —, � �--- ---- ��. ► i , i i i � (n 0 � Li ��. � L__JL _J EXISTIN6 I-IAND 5INK J RELOGATE �XI5TIN6 �RY�R, HOOD AND ,' _�'� RELOGATED �RYER AND HOOD, �-ROUT� ' A550GIAT�'D �QUIPM�NT A5 INDIGAT�D BLAGK IRON DUGT TO EXI5TIN6 �AN ABO1/E SEE DETAIL 3/A1 A° , r----------------------------------------------------i ��� INSTALL NEW PREP LINE � �. i � � ° �� ° i �� ���� � , , REMOVE EX I ST I N6 PREP L I 1� �_ _� �� 4 �--------------------------------------------------- � NEW O.E.P. ABOVE �TYP 2) '`�� � �� , J � \�l A t : r --- �kiAEL �'�, , � , o0 0o I NSTALL NEW 5' -O" GtN'1'ER I SLAND ����,'.� „ M� � .\ � � � GUT EX I 5T I N6 GENTER I SLAND NEW MEAT �, 5EE SHE�T K-1 <i �����'��, � 3�-�0° c�FN � .� ; �� SED R� �\� ' � � i--- ----------i � EX I 5T I N6 K I TGHEN EQU I PMENT (TYP) EJC I 5T I N6 K I TGHEN EQU I PMENT (TYP) � i � i _ J--------------- ----- ------------ --- --- -- -------------------------------- - ----- ------------ � ------------------------------------------ -- -- � ----- ------------I--------------- ------------------------------------------ ----------- ----- ------------ -- ------------------------------------- ----------- m � I �--------------- Gut 3' -3" from LH sfde of G. I . ' and shlft to achleve 3' -10" alsle � 6'-6" 5'-0' �� � �XISTIN6 SEINIGE GOUNTER EXISTIN6 S�RVIGE GOUNT�R ', � r d� i ���0� � 1 �O� ���� �0������� �O� ��OO� �i��� , II � I II 2 I 1/4 1 -0 1/4" = 1'-0" � o � ' � > w � � � � EXTEND ROOFIN6 UP „ �AGE OF PARAPET EXI5TIN6 �XHAUST �AN � TO GAP �LA5HIN6 BLAGK IRON DUGT FLA5HIN6 BY 6.G. � DUGT WRAP TO END 12" HI6H �JCI-IAUST �AN GURB � ApT��MIRN�.�OF��I� TREATED 2X LEVELIN6 GURB Q I TREATED 2x4 ATTAGHED TO � � ST�L AN6L.� � � O � � j �-�E�ROVED 4x4x 1/4" FRAME NVGL I P � Community Develppmeht D RAW N BY: p� ; �M��'�� ����,�- ,� Building Safety&1� l�,ror�) ?'UWN4�Y� sen►roes �i�� C H EC K E D BY: l��I�l �It t�+b'�y orP�m�The GLEAN OUT A5 REQU I RED (BEYOND) �°���ba�d'1�'�ad� +�ror�p�o�rc�awae�ot�o�e�ar��ie wa�°°°t S ITE: �2�0� �� 3MN°�qGREMASTER" DIJPGT WRAPWITH co�deaodrr�tO��aMalMOSra�oeldiepvvh,io�attl�t ���notbe� oy ���°��o����c�aes�uea�er�,� ADDRESS: a�s ia�td ���e eoraeeNon ot ° AGOUST I G GE I L I N6 o�aadoea be,ng�`�'�������0���b� Z��� �. �R��'t�� �. 11eY�t[�erard�nan softh�s sd�cuon ���� �o O V ��$ �Nma�s: ` _ �-9 V,41�., c0 � STAINLE55 �}Tf�L DUGT GL05URE DATE: a BY K.�.CJ. ` �''J�1�..� ���s SCALE: �/��� _ ��_��� �o� 5/8" �I RE RAT� 6YP5UM HOARD �' �t�����i� O� �a1� --� ��; EAGH SIDE TO DEGK �W� O�e ��� � � DATE: 5,�o.gg Z� g � �� ��� a3 &�� � � TITLE: ��C� ��G�OS��� ���,� I � �G�� McDON,4LD5 CORP ��� � � ONSti�UC1'ION �LOOR fi'1.�4N Z� � ,� � � � - W 3 „��� _ ,� m�� � NOTE TO COMRACTOR � . � � � • � ate RprA� � -"°� THIS SEf OF DRAWINGS AND DOCUMENTS IS INiIIJDED AS A SEf OF GUIDELINES FOR THE PRO,IECT "�'`��+'��� ��� THEY MUSi BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES INCLU�ING (� DWG. N O.: y Z 8 FEDERAL AD.A. RE�UIREMENT5. THIS SET ASSUMES i}WT THERE ARE NO UNUSUAL SOIL CONDITIONS O CT � � �993 �� THE FAILURE OF THIS CON�mON MAY REQUIRE SIGNIFlCANT CHANGES TO THESE DOCUMENIS R IS � �"` 3 0� THE RESPONSIBILITY OF THE GENERAL COMW�CTOR TO CONFORN TO ALL APPLICABLE CODES AND TO �' �"' � � I N F O R M T H E O W N E f t S/A R C H t T E C T S O F A N Y Q U E S T I O N S O R C L A R I Fl C A T I O N S W H I C H A R E D E S I R m y M C l L/�)J '� o�a CONTRACTORS SW1LL VISfT THE SITE BEFORE BIDDING CONTRACTORS ARE REQUIRED TO KNOW ALL � ~ O B N O.: � y � OBSERVABLE CONDITIONS AND APPLICABLE CODES � �� �+ �� S �o� 3 � ._ x = Opttonal Eq,ulpment YIF = Verify 1n Fleld ��� � ����� �������� � 6G = 6eneral Gontractor � � R = Relocatsd Equipment � , # I TEM O Ql7 DGGGR I PT I ON MANUFAGTUf�R MODEL # UL NSF RJRN I SFIED 6BV�RAL_ iZEMARKS SP�G I AL �QIJ I REMENT5 O O z z z r-, 1 43. 15 2 HFJITED LANDI1�l6 ZONE f9ZYhfAST� HLZ-22 - 4 KES - '"'' � ~ � 'Q 2 44. 14 1 GB�lTB2 ISLAND -60' KES GIMFY-60 - 2 KES 2' �A65, 1 ' HAPP1� MFAL, 2' GUPS � � �- � Z 3 "12.02 1 �ELEG�G 2-EVATUSfi�YE� (L.H.) KES UH-34 MHt 2"i55 2 KES - J,J� � O � (�/ � 4 80.00 1 MEGHANIGAL GHA�,E KES q'x18' S6GL. E152304 2 �' - � � � Q � � 5 81 .02 1 PRODUGT LANDIN6 SH�� - GUT OUT TOP KES - - 2 KES - O M � � V 6 a 1 00 1 WALL MOUNT FREEZ.BZ UN I T-S I N6LE W I DE KES Y�28-4 SA'732a '1 KE5 A�����4����'�TA I NF� - MOUN �� �C� � � A-- � _ �� Ir`� Ul LL � � 'I q'1.O 1 1 MEAT F�ZER DOUSI..E W I D� KES MF30-4 5�a 2 KES A I R-GOOLED, SELF-GONTA I NED � � � �- � 2� -� � ° �8� -PJ° � -2 u � -O u 2� -Q u _ _ F-i � Z LY L�..I � � 8 111 .U1 1 BUN GART H�K GT�IJN-30 2 KES � � Z 4 1 16.O 1 2 UNP I�SLEEVF I N6 GAB I NET - 2-S I Dm y,�B I LT UHG-4TP E445"i 1 4 KES - O� o � � � � - - _ - - - - - - - - 1 O 1 16. 13 1 U�fRO I TLD - TWO 5I DED, NdV. AND KES A05HLD-1 - 2 KE5 - z � lll 0 ~ � �.P. I� � � �I � � �II UHG TABLE - 2 - S I DED - 38" DP. - _ " Z � z � Z' � �� � � � � � � � � � � � ���� � � 1 1 1 1'1.02 1 PIN#SL�1/E KES TLUHG-5'i-38-PS - 2 KE5 � � � � Q 0 II � -� � � �] � _ _ _ _ _ _ - - -��-��I - - - � I 12 1 18.00 1 Q' IN6 O'VEN - PIN � SL�VE AMANA MG22MP E404�"6 4 KC� - � I � � X � '-' � - - - - - - - � - - - - � '� 13 1 19.06 1 . KE5 7LMBT(�-36 - 2 KES - �j.� � � TuABL..E 3- IT ERTO�-TSR/D�� I N2q DP. Q L--J Q � � � 14 120.03 1 RAPID TOAST TABLE -2-5ID�D - 34" DP KE� TLTST-25 - 2 KES - � � �- 15 122. 1 O 2 V�T I GAL BUN TOASTER - P I N � SL�VE ANTUNES VGT-200RD 5� RMKS 4 KE� �- �T I N65: �EG. = N � � Q Z � 8� _8 ��2„ 4'I025855.001 SAN I TAT I ON = 5341 OQ � z 16 122. 14 1 GOM/tYOR TOAST� - P I N � � APW/YV'fOTT 9T-15 E43'131 4 KES - � = J,J.� �Q Q Z 1-1 2. 1 1-1 1 2 3. 1 O 1 P�r T�L�EFY - 2-S I DEV - 34"DP. H+E K T L f�R P-'1 5 - '1 I C E S D�N H O L D L�Z S� 1�0 1AP�VRA�P#�KtTGH,MUS � � � 18 172.01 1 WALK-IN GOOLER NORLAKE - E42'163 7 KES GOOL� IS �LOORLE55 new 1' -O" wa I I N i i � 19 1�4. 14 1 REhtoTE GoNDE�15 i N6 UN I T HOHN �-IMO 1 OXbB 5A42't2 - KE5 BEAGON SYSTByt � w/ p I ywood ba�k I ng � i � 0 20 175. 1 1 1 GoOLER E1IAPORATOR - A i R-GOOLED BoHN ADTaio8HGN6J 5A 1525 - KE5 B�4GON SYST�i EVAPORATOR 0 3� _��� by 6.G. � i I 21 182.00 1 F�ER - WORK TOP - 2'7" YVIDE AI�E W'T'F2'I-23 SA2651 'f KES - I �� � � L__J 22 215.04 4 KYS MONITOR BY OY�QJER HY OWNER OEM - ONWER - II"I �. 1"�5. 1 1 23 219.00 1 R�C.E I PT PR I NTER BY OY�O�ER HY OYVM�"R OEM - Oy� ��-F �.J I T�D FOR F�ZONT GOUNTER J.J-I � \ ,��g ^ _ APPLIGATIONS ^ 1'14. 14 24 '100.04 2 KANOMI' O� BOX W/MOUNT I N6 HARDWARE 6G 12360-0100 E7130�1 6G 6" W. x 24' L. x 4" DP. � ��� i --- i Q �O I 11 I -� i � r �� L_JL _J - - � -O 1�J �� --- � 80.00 -12.02 � o� g 81 .02 182.00 g q1 .00 � NN r � � � � � i ry �v� r � � tn lT IT) � • • � (V N� L_ _J , ' � � I if� � -- , �- � I i� oo ii O � �� � � i i H� mo � - � � ^ o o$ � i �i .�� o r$ � ° ° ° �� _ _ _ �� _ -� �--� -�� � ^ _ �I a-t.o� �� � � I I I 3HOLD " ' t I �+� � �e �� � i _ J � �i i I B/o I � � - -��- - - - - - - - - - - - - - - - - - - - ��- _��- - -11- - - - - - - - - - - - - - - - - - - - - - - � - - -�- - - - - II - - - - - - - - - - - - - - - - -� �9 � � 43' �5 Gut 3' -3" from LH s i de of G I 3� '> > �� � ' _ - � = �� 14 nd shift to achieve 3 ' -10" aisle ^ � �' � �, �OteS : � O - 6' -6" � 5' -O" 13' -3" rl ex i st� � � I HT � �' U , , �ombo 1 . Genter Islands, 6rlll Statlons, 5elf Serve Q _ -; _ m LI_ _ _ J - Beverage Bars, etc. , may not flt through exlstlng doors. Removal of Logo Wlndow or p '- YestlbuTe may be req,ulred to galn entry . } � 6.G. to determine QGG855 lnto bullding � _g� 2. If OEP locatlons on drawing cannot be met s • � � due to confllct wlth truss locatlons, etc. , _ � verlfy locatlon wlth Reglonal M�Y coordlnator. - 3. 6.G. to verlfy exlsting rough-Ins. ° 3 � C� 28' -8" 4. Install M�Y prep Ilne wlth (2) 22" HLZ's. � � i � 5. 6.G. to patch walls, floor and celling as req,ulred 0 p O � per code where unused rough-Ins are exposed by � � relocated eq,ulpment. � S _ 6. 6.G. to rework exlstfng or bulld new -Flre GI'1Q565 as � z � requ�red per code for relocated and/or new exhaust �. �,. hood ductwork. p r � Note : �q,u I pment on Genter I s I and may be d i f-Ferent than shown � ^ ��, '1. AIl mechanfcal , plumbfn g, and electrtcal work shall � N comply wlth all applrcable local , state, and health codes. `� 8. New 5' -O" G. I . expedltor helght � Q � � 8 ; G. Gut 3' -3" from LH slde of G. I . and shtft to achleve 3' -10" alsle � a W i � o � i � i ��, � � � S � 10. New DWMF ~ � -r'-o' -1'-e• 4'-10' � � Q Q 11 . Relo blscult oven OEl' BOX B OEP BOX A r 12. New 1' -O" wa I I by 6.G. � __ ��,� ISLArID NORMLLY � � �� FWSFF WITF# UHG TABLE � � � Ti VERIFY PER S1TE �z � �vs i SALAD DI5PLAY LASE T� H� owIr.� 13. Re I o 2-vat f I I et stat f on to new wa I I '°""°" `'"="°',% � cF+oco�n� � � � tc� 14. New WTF-21 8 s I ng I e w r de overhead freezer �� �""��"'� ��, � m o��n��r o �crv O �"� i ,�. +1 PIE � F170NT DRAW 1 � II 1 � 11 1 � 11 � � DI`' AY 0 � ��T� 15. New Nor I ake wa I k-I n coo I er 6 9 1/2 x8 8 1/2 x8 6 0� ,� � � � O O � �. 6 �� �� ==_-�=_ ' ��� ��� �,�� ZO� ZO� O O �r I �� �� � P�Ppt/RM O O -_` - - LAImINS Z�8 I I LJ LJ LJ LJ � ���� i- ___i � I 4 � =_°:== � � ��� � i = - O H� O O�O cuPS wPS O cuPS O cur�s O was tce etN � ==°"`�� � �_,__- � � r�n�aeennon i - i ' \ t�AL � ��� O O�O O O o 0 0 0 0 0 , w� � ]6 MID!MAfiN 91WMFFIN ]G MIGC T3 pIOE P1�TIBLE Sl'W�'fOBILE UFIL TABLE �-IN6 TAAE f�I.BlIOHIM CXtf 1WT TABLE 9D FAB F111IR@1T � � ' Q � ° sTOR.,r� sTax� sTax,� sTOw� sTOws� m �K I TG�--f�1�l �VC V 1 ���I `� I ���I `► GENTER I SLAND 2- 20A 208/60/1 Heated pany t ngpZones � 1- 20A 120/60/1 PIe DIs la (o t) (n � � N , /4�� = , i -O�� 1- Data�Gab60/by I SOOSA�Pp I Pe�I nter � N OEP BOX A 2- 20A 208/60/1(BLUE) UHG Gabinets - ? �J' -O" �3' -3" 1- 20A 120/60/1(Y�LLOW) UHG Tab l e � � � � 1- 30A 208/60/1(BLUE) Muffin Toaster � � ., Q 1- 20A 208/60/1(BLUE) Q-ing Oven O N � Q � OEP BOX B 2- 30A 208/60/1(BLUE) Yert 1 ca I Toasters �" L O 3�-o^ TO BOTTOM 1- 20A 120/60/t(YELLOW) Prep Tab l e � � � I�J � OF O� REGEPTAGLE � � .. I 1 I �., Ol PREP LINE 1- 20A 120/60/1( ISOLATED) Printer d 2 Monttors E- � � N Q � 3- Data Gables by POS 5upplfer ' G�1�1T��' I JL�I �l� ��� Y /""l� I OI � "MP�D� FOR YOU" PR�P LIN� ELEGT�IGAL REQUIREM�NTS z° � �� _ � _ �� OPT I ONAL 4 � ��2 _ � o ) KV5 MON I TOR 5Y5T�M , Q FAB �QUIPM�NT K I TGHEN i'l..AN . PB = Pu I t box VIF = Ver I fy 1 n FI s I d ���G'T1� I G�� �������� '' JB = Junctlon Box � � � EG = Electrlcal Gontractor , TA6 # C�TY DC�GR I PT I ON VOLT�PFf FLA BRK S I ZE GOND/W I T� PNL/GGT REGEP 'f YT'E H6T APF REC�IJ I�TS d REMARKS � � Z z z � 043. 15E 1 2 1-I�AT�D LAND I N6 ZONE 208/1 1 1 .O 20A - - L6-20R r�� �c� p�AN ' ' '-' ~ ~ UN I VERSAL F,CHAUST HOOD (L.H.) 5G TO GOT�I. POY�R TO RAGEWAY FLA = b.2 i=RYBZ ~ � Q � O'1 2.0 2 E 1 1 �I �-�I G 2-V A T �R Y L�i 1 2 0/1 1 2. 1 2 0 A - - - - C,p N T R O L g t v.q I N D I V I D. E)C H A U S T F A N I N l'��L O G K � � � � �O�I 1 .OOE 1 1 WALL MOUNT F�ZER UN I T-5I N61.E W I DE 120/1 1 O.O 20A - - 5-20R 'i'-6" - J J� ,-, O � (�/ O�i'T.O 1 E 1 1 ME4T � - DOUBI..E W I DE 120/1 6.'7 20A - - 5-20R - UN I T PLU65 I NTO R A G F J'V AY R�G E P T A G L E � � � O � � 1 1 6.O 1 E 1 2 U N I V E R S A L H O L D I N 6 G A B I N E T - 2-S I D F� 2 0 8/1 1 5.O 2 0 A - - � �� �'-6�� PLU65 I NTO OVERFiEAD i�EG6'TAGLE # 320GbW(H) [Y v � � J�.� , - P I N d �L� PR�O'1/I DED BY KES - HE I 6FiT TO BOTTOM OF REGEPTGLE (L w = (L 1 1'7.02E 1 1 U H G T A B L E - 2 - 5 I D E D - 3 8' D P. - 120/1 2.O 20A - - c� ��e r�'-b�� P�-U 6 5 I N T O O V E R�-I E A D R[G 6'T A G L E # 3 2 0 G 4 W(Y) � (� � Q- f- � � PIN#5L�VE �IDEDTO�I�EG�T HOTT�M3�REGEFTAGLE ` � � O � � 1 1 8.O O E 1 1 G i' I N 6 O V f 3�l - P I N � S L E E V E 2 0 8/1 �q'2 2 0 A F�. - - 5� R M K S 4'-O" v EA. PR01/I DED BY KES- HE I 61-IT OT HO'T�OM OF REGE�'TAGLE 122. 1 OE 1 2 1/f�tT I GAL BUN TOASTER - P I N � SL�1/E 208/1 20.2 30A - - .s� RMKS 3'-O" ��I DEDTBY K�C-.S -�HDE I E�T�SO TOM �G9�1'AGLE ~� z � � � � � � 122. 14E 1 1 GONVEYOR TOASTER - P I N d SL�1/E 208/1 22.2 30A - - 5� RMKS 4'-O" �-UE{-� I NTO 01/ERHF�►D REG�TAGLE # 330GbW(Y �� � Q � � � � � PR01(IDED BY KE5- HEI6HT TO SOTTOM OF REG�PTAGLE O H 123. 1 OE 1 1 � TABLE - Mf-Y - 2-S I DED - 34'DP. 120/1 �i.O 20A - - SEE RMKS 3'-O" �-U65 I NTO 01/L�-IEAD REGe'TAGLE # 320CA�W(Y) ���� � � O ►-� QC � E.P. I� � � � - - -I� � �I� - P I N 4 SL�VE PFt�O�V I DED BY KE5- HE I 6HT TO SOTTOM OF REG�PTAGLE Z fV o I� Z � LL i �� ( � � � � � � � � � �,�, �I�� � 1-I2.OOE 1 1 WALK-I N GOOLER 120/1 4.5 20A - - .� o GL6 � � 1-��� T �NNEGT P �W I TGHED L I 6HT TO Z Z � d � � - �_���I - - -I���I I - - - - - - - - _ - - - - - J� - - - - � 1 7 2.O O E 2 1 W A L K-I N G O O L�R V I F FI XTU��-,�3 I O�TH�ERI�I C�.E5�1�I DE�W�1� BOX�T � � � X -J Q , 1'14. 14E 1 1 R�IOTE GONDENS I N6 UN I T 208-230/1 15.O 20A - - � � �6 TERM I NATE POYVER GONDUGTORS TO REMOTE GONDEN5I I�16 � � J,�,j = � � UNIT RJSABLE DISC.ONNEGT SWITGH � 1'I4. 14E2 1 RE�tOTE GONDENS I N6 UN I T 1-OI'd VOLT _ _ _ _ _ � �6 L V W I� GONN MAG UN I T TO E1/APS d SHALL. BE Q Q � � � � W I f�5 ROUTED I N SEALT I TE WHEi� F>CPOSF� TO WF�►Tf-IER z Z � � 1'I5. 11E1 1 GOOLER EYAPORATOR - AIR-GOOLED 208-230/1 - � �„�� - - .� o GL6 �IMINATE GIRGUIT B�J1� IP USED WITH MAG UNIT � W f- Q � 1'I5. 1 1 E2 1 GOOLER EVAPORATOR - A I R-GOOLFF� W I�SVOLT - - - - - O GL6 �q jT�D�AR�AT�FJ_YM�OMNPOWL'R NDU�GT�� BE � J�J � Q Z .i J-: _ 182.00E1 1 �R - WORK TOP - 2'i" WIDE 120/1 6.0 20A - - 5-20R 2'-O" - � � ,� � i ---175. 11 P3 215.04E2 4 K1/� MONITOR G�� - - - - - • GL6 GA�LE FURNISHED AND INSTALL�D BY P05 SUPPLIBZ , , 1-12.00 �1 J -- ---� DATA 124.00 OR 'IOOI. 1 1D REG�P'fAGLES Afa� y`y, 172.00 E2 � � 17,. 11 P1 �20/� iP usm wt-rH 215.04E3 4 KV5 MON I TOR I��� 1 .5 20A - - I 64'700 o GL6 PART OF EGiU I PN�NT - EG TO W I RE � � new 7' -O° wa I I i i i � 1�. 11 P2 �20/t i� us�v wt�n-+ t 24.o0 oR -roo. � t �c�-ACI�s Ar� ,� w/ p I ywood back t ng 1"i5. 1 1 E2 j j � 21 q.OOE 1 1 R6GE I PT PR I NTER O.'7 20A - - I 64'11 O • GL6 � � b 6.G. � � � � I - DATA T� PGAHLE RJRMISHED AND INSTALLED BY POS SYSTEM t 4' -5"y 1'14. 14 E 1 I 21 q.ooE2 1 R�GE I Pr PR I NT� G�� - - - - - o C.L6 �p�I� 174. 14 �2 � � ; ; 1"15. 1 1 E 1 J I --� 1�. 1 1 P4 7�.�E 1 2 EGONOMY OET' HOX W/MOIJNT I N6 HARDYVAf� 208/1 4 - - - - SEE 1�flC5 GE I L I N6 MOUNTED '' " �- -� VIF = Verlfy In Fisld � -------------- 1��G��1�1 I G�1.. SG��i�U1..� ' , , MG = Mechanical Gontractor I I -_—_--__—_---_ TA6 # (�llY DESGR I PT I ON MODEL HOOD L6TH F I LT# F I LT� AREA UL FjW REQ AGTUAL EXH NE�'i L I 5T F I LTER VEL DUGT S I ZE DUGT 1(� REQIJ I f�MENTS � REMARKS � �- � � ; �j Or12.OZM 1 1 ' • UI-F-34 34 1/2" 320 � I N 41 1 GFM 435 GFM NB?-320 '1 1/4" 151'1 FPM �IOOD TO BE I NSTALLED BY KES � , I,/-�,� ELEGTR I G 2-VAT FRY�R r-- r--� � � - ' � � VIF = Yerlfy 1n Fleld i ' � 215.04 B L ' , PG = P I umb 1 ng Gontractor ����� � �� �������� L�� __J ��.VT � � _- -_ i -�� � �� � TA6 # G2TY DESC.R I PT I ON 6A5 TYi'E 6A5 BTU 6A5 5 I ZE HW GW M I SG PL86 H6T Al� DRA I N REGiI)I�NTS d REFIARKS � � i , 123. 10 E1 p lu� w w - - - - - - - - . p 1"i5. 11P1 1 GOOLER EVAPORATOR - AIR-GOOLED 3/4" LINE �RI6. GONTRAGTOR 122. 10 E 1 L �cov g g OPEN I N6 FOR 3/4" GOT�lD0�l5AT I ON DRA I N L I 1�-SFALF� Y�ATHeZ •• _ � L---_=J � 1'I5. 1 1 P2 1 GOOLER EYAPORATOR - A I R-GOOLED - - - - - - - - T I 6HT BY 6G � �- � 0� 1-N-t�- ts� RUN TO RBYiOTE GONDBdSI N6 UN I T-I NSULATE RJLL RUN � 1'I5. 1 1 P3 1 GOOLER EVAPORATOR - A I R-GOOLED - - - - - iZEFR I 6 L I NE5 - - �f,T}�{-I NSTALLED BY �I 6. GONTRAGTOR � - , I I 1'f5. 1 1 P4 1 GOOL.ER EYAPORATOR - AI R-GOOLED 2+� -- � � � � �a.00 �2 . , , - - - - - - - w�ww� - _ � ��-- , 215.04 E2 'i ' �' 15.04 B , I�-- --J 1 q.00 E1 � � •• � � � I I I I��I W _�' ' �oo.at �t � I I I � � � L_J � � 122. 14 E1 � — 118.00 E1 � �� � I I t t-t.o� Ei — - - - _ a-r.o� �t H , � � � I �I � � 116.01 � ° �� _ ° _ �� � � �I LII ' - - �- - - � r � � , I I �I -- I �-{-L �� �e ��j � � � � � � I B/o I � _ JI �� � � - - - - - - -� � � � J � - - -�rt - - - - -,--_�-_� � - - - - - - - - - - - - - - - - �=—�- - � , T - - - - r II �-----------� - - - - - - - - - - - - - - - - J � II Gut 3' _3" from LH side of G I � - -� and shift to achieve 3 ' -10" aisle � r - - �I ex i st � � HT � � � O� N LI combo J � _ � 6 � � } � � a s � � � _ � o � N C'S ❑ 6 s � � � � K 0 0 � � � s z � � r '" 1 ALL MOTORS TO BE INTERNALLY SEQUENGE O� OPERATION ❑ � TH�RMALLY PROTEGTED 1 TURNIN6 "ON" ANY ONE PIEGE OF CAOKIN6 EQUIPMENT � ^ I 2 �ULL LOAD RATING OF EAGH MOTOR UNDER A I-IOOD WILL ALSO TURN ON TFiE EXHAUST FAN � N NOT TO �XGE�D 6 AMPERES FOR THAT HOOD � 3 MOTOR NOT TO BE OVER I HP 2 TURNING "OFF" Ti-IE LAST f'IEGE OF GOOKIN6 EQUIPMENT � � � H I UNDER A I-fOOD WILL ALSO TURN OF� Tf-fE �XI-fAUST �AN FOR THAT HOOD ' 3 I� TF+E ANSUL SYSTEM SHOULD D I SGHAR6E WH I LE TI-+E Q � i CAOKING EQUIPMENT AND EXHAUST FAN ARE OPERATING, � W I � 0 � I �-+ I j � T+-IE GOOiG I NG EQU I PMENT W I LL BE SHUT OF�, BUT THE EXI-fAUST �AN W I LL CANT I NUE TO 12UN Q � �� HAUST N 4 THE ANSUL SYSTEM MUST BE i�EGHAR6ED AND RESET BEFORE � �+ � V FAN TFiE GOOIC I NG EQU I PMEIVT W I LL AGA I N BE ABLE TO OP�RATE ^ ttY� � Q < _ 5 Tf-IE ON/OF� SW I TGI-I ON TI-fE EXFiAUST FAN I S NORMALLY F q = KEPT IN THE "ON" POSITION IF IT IS TURNED O�F �OR N S�RVIGE, Tf-fE GOOKIN6 EQUIPMENT WILL AL50 TURN OF� DPST oN/OFF AND NOT B� ABLE TO OPERATE TILL TI-f� EXI-IAUST FAhl ON/OFF SWITGH (MOUNTED oN SWITGH IS A6AIN TURNED ON EXHAUST FAN 6 WIRED BY MANUFAGTURER) �RED RED -- � M P � �BLK BLK � — — � , ` � 1 1 5/1/60 � I � TErZM I NAL I NTERNAL t' CANTROL � � 20 AMP � — y.��..�T !N G�H SE � 2 ON/O�F G I RGU I T � �- BLiC JU BOXI ON � � � � � _� BLK � R �(`�� _ ' ` GOM V U`' O N� B� 3 = � 6RILL OR �RYER t. I NG WFiT N WFiT N 5-W I R� GONTROL u^`! (� AUXILIARY GpM NO 6Rh1 _ _ GORD W/f'LU6 W SW I TGFI FOR �I O F' (Tf P I GAL) [)% � ALARM GIRGUIT � = BL� iC I °TG��1�1 �Q U I fi�l�'�1�1°T �O U C�� - I l�l i���l�l � I F REGIU I RED NG DPDT ANSUL — — — �µT 6RN _ '� SW I TGHES R�_ BLU BLiG i � (MOUNTED d W I RE(J � ��'Q'�� � � � _O�� � I N GFfASE BY iCES) 2 2 � N — �� i � `a '� ~ � BLK � n ��3 3 Zt b�x� � � � �y U5E FOR UNIVERSAL HOOD U O � � Q ir W I TFf 1 OR 2 APPL I ANGES AND 1--1 a� � SIN6LE EXtiAUST �� — N N � IN7ERLOGK DIA6RAM #1 6� � 115V-208V 5IN6LE PHASE — — WHT � � � I I I � Q � EXHAUST FAN ONLY AND (2) 5-WIRE REGEPTAGLE 5-WIRE PLUG f GooKINb Ar�PLIANGES (MAX) NEN1A #L21-20R NEMA #L21-20P � S I N6LE G I RGU I T BREAKER (lYP I GAL 2 SHOWN) (lYP I GAL I SHOWN) � � NOTE INTERLOGiC WIf2IN6 DIA6RAM SEL�GTION IS DEPENDENT ON TOTAL GFM, STATIG PRESSURE AND i� / �AN f-fP SEE MEGI-1ANIGAL EN6INEER �OR SELEGTION VERI�IGATION / � Q ROU6H-IN PLAN " �» I . � - , i