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STATE SITE CODE. 36-0095 n '. 1111.:.. :: I's: :I•€e c� :•:: _. :: ...... :: : _ ' a: . : J: . - ::;DININ4,A�iA STREET ADDRESS: 16200 SOUTHWEST PACIFIC HIGHWAY SP 2 St 1j : • • : `::•:.111.1: Site Pan LU ':`<. 86 .: . . ........:; • <... .' :I , :, € >. I - -- I. :............ ;1 ®3 :: •---;: % t, . ' Site Details DRIVE ,. -THRU :. _.. _1111 :....... ..... :.. ;:;. _. _:..... ._._:_._.� '' I GTO ...... .1111. ..... ...... 111...1 .: „ 1:111 COUNTY :� ' '___ . WASHIN N -,-. :..: 1 :. 1. :: :: ; :. ::.. :. E]1'1]11� �i�:�� :.., :•.. ..:: �: "�!::�i�., -.1 i 1* . 1;:i� ,T /I ::; . ..: :::Z� l STAT E. OREGON ...1111 : -----�� E� :: : ; : ,.; :2� :...: I . : : : ______ ___________ _.___ 11.11._____ .,, :.. :1111. :.: : : : : In 1=:: 0 "".'_'�'�'n�----------- - 11.....11 -'-�: :!,�`-.:i��-".�-�&',. :� � :: � ;: :- , 111. ; : :: �-...... 1111.. < z�...... ............I.......... ... :.:. . : .. :: -...' :.,: t :.:. ' I :... •. 1:1 :.. ' 1 : , . , '�N:::�:* �51.,.* i-----. .. :;� DT1 .0 Drive Thru Plan 8c Details & �� .:. :_.:. 111'1 :::z -_.. . .. . I , STRUCTURE • .1 :: :.. ": : . :: __1111.,,� :: ,.. .. ?. ?: : ; ::� :: ..:: 0- D Ld .. ...:... ... :_ -..,..* ,.. _1111. : . *_ ' %',_ '..."_�'. :___:___ : ::.,: :?.: - "' .....,.. .. .: ,::.:::,, ;:::'': :: �� Drive-Thru Details s...........,, : k:.:::::::::::::: :. G• CMU BEARING WALLS STEEL JOIST ROOF FRAMING : DT1 1 4,ti - ..+.; 1111.. 1111.. 1111.. 1111.. 1111... 1111.. ::, .v.. .......................•......,.... 1111 ... :: ;,:.:': .: :::1:1:1:1.:.:::. :: ;; 4 ;1111.: ::1111::.:. % ... : :: :: :, .. :...................:........:.........:...... T1 .2 Dave-Thru Details .. .. k _ . . § PROPOSED. 0 CHANGES PROPOSE D .. :..h ., .. , - „ .. v i.: ... .... ... ,;: .vv, .v. .. i ;: D .............. . I "I'll_ __1111..._1111_.. '• ` y .. Y 1 ;r . .. ::.. .. ,.. 1111,.•.'.: .:._ ..... 1111.... ................ ........ 111.1... .. .. ...:... .1;111 11:11 111:1.. }•. I ... ....:.........:.. : ti UTIES: RC :� : 1 _1. � .: . : : : 4 % . ....ii: � :: : � .. H ITECTU RAL . . :.a :� : i : :1 .. . ... ..:... . . �n� ...... � I 11 ...... 1� LO M I :..,. : . .". �..'.........I.., .. � : " -':��: ..' - -,-";,- ' ____�I : � : I - 11 . 'r�i�.�.i:��--'j" .";: ,� �5 W :: � � , :.. I . � "* -'=--- ---." -�..... • • t ::V :z < I'll ! ! �:.:....., 1111. 1111.. '. , . SPLIT UTILITIES EXISTING NO CHANGES PROPOSED D1 .0 Demolition - Partial Plan (Sou h) 0 "i ;' :', ,:..; ... -- 1111.-.' "= ---- 111:1.. ...................:...:...::.:.......:..:::::...::.,-.,: \ >, «. *, _:_._._._._._._:_. <:� • 1111,.\.v,...,.::1. � ... 1111.. ...;.. 1111... .,:... .. a �` : .:?,:: , ._ +iii+•_ ._•-:_ i� Z ....11 .1111..,-..-. .,-.-1111.,,---.-..-1111.__ _ -, D1 .1 _� _1:1:11_-, :1111,- _ S ...:....11. _.....11.11......-- -..11....1. Demolition n Partial Plan r:111 :::::1.. :.:::::.::............::.:..,_._.. I. iin � . 3 •. , 1111. .. r � �1111` `0,� �'\ .°e :I ___. _______ _ __---------_ I H . f � .::-- BUILDING CODE... � : ....... WIMI �1 . D1 .2 Demolition Elevations & Notes � ! :,_ ....."_ : .. -�1131 HIM ..... .. .. : "'. :� :: ."",.* �imm : J I''" �� f; OREGON STRUCTURAL SPECIALTY CODE 2010 I D1 .3 Demolition - Elevations & Notes g ' :: :.. 11:11. I. ...--'... - , : 11 : -5 I BUILDING CODE EDITION• ...... ...... ...... ....... .11 ...... i; 1. ' . OREGON MECHANICAL SPECIALTY CODE 2010 A1 .0 Partial Floor Plan (South) 111:1. 111:1. 111:1. ,�.:. MECHANICAL CODE EDITION. 1 t. M2f. ...... ....... ...... ...... ...... ...... t 1-1 .. �' _ __-______:__ l. i= . .: ELECTRICAL CODE EDITION: OREGON ELECTRICAL SPECIALTY CODE 201 1 A1 .1 Partial Floor Plan (North) ,. ...... _. 4', i I. ;. ,... :::? .;:::.a::;z:;;:::::: ..: ... 1111 ! �. OREGON PLUMBING SPECIALTY CODE 2011 :I II PLUMBING CODE EDITION: A1 .2 Partial Reflected Ceiling Plan (South) . 1 ; .:.....: :.::. ':._ :. ,.�; ::' NAL CODE EDITION: OREGON ENERGY EFFICIENCY SPECIALTY CODE 2010 :i ° i --- , ADDITIO .3 Partial Reflected Ceiling Plan (North) 1. 1 :... 1111.. 111:..1 ..:... ... a -,: ; :. :..;:..:.....: STATE OF OREGON FIRE CODE 2010 : 1111... `� . KITCHEN 1,184 S.F. (GROSS) �I �. f4 . 1 r 1111 € ::: : , N : - - __ u „_,_1, _ „_ - - :::: 1 Partial Roof Plan S th _i C�y,I 1....- WASHINGTON COUNTY CODE ,: :.'� : , I, . , ", . i. .. . <. .. 1111.. ... .:� . Roots lee = A1 .5 Partial Roof Plan North DE .: :.; ...1-1..................... TIGARD CITY CO : ) :,' 111;1:;;. 1111 :!: 1 .:'. ...... ...... .... ...... :S . (NET) OFFICE 74. :.:_w ":. :.i _. ! ::: ::: 1111:; ::....:.:..:: OREGON FOOD SANITATION RULES tons IfIR � ® � 2.0 v 1: i h A Ele a i 5 $ .. ..- .. -, .1 ..... .......... t 1111.. 1111... 1111.. 1111.. 1111.. 1111.. .. S.F. G 55 ( RQ ) . .. 1111 .: . ,. , i , I. _ a: _ v,, Elevations ?1111: % �: A2 1 .. i .:, „ 4 OF Oy- .. : :'_ - • 1111... 1111.. 1111.. 1111.. 1111. 1111.. :. 1111.. _ I• :. ,>: ;.. _., : : 1111... 11;11 111;1.. .. � 1111 ... 'I >}, ............. . .• :;: �: � ;� 1111 B U D D I N G DATA. .� T. .:�:_._ _: . � 1.... ; A3.0 Wall SectionsCS : • '::.:.::..-1111. .............:..= ...... ...... ....... ...... - - :..:. 1111..: 1111 :::.:.::.,.,:::.:.; a 1111'... ................: �: i L................................:.., I - -� i ....:............ :.. 1111 ... ..1111 1111.. ..�... 1111.. ..�... ... a :L._._._._._._._._._:_._._._.�_.__._._._ -. -. : : - A3.1 Wall Sections ::vi .,;1111..>..... - ....:... .. ANCY. A2 N0 CHANGE :... .. ... •..., ...... ...... ...... ::';.'1111, `: 1111. {' v .. , : ; 4 •.: 1111,....� ---...1;, , .. 1111. �. OCCUP .. 1111. ..�... 1111... 1111.. 1111.. :.n..•...,.....:..:.......,....i........................................:::::::::::::::.::..:....,.....................................:.........>.......:................:::::. ::::::......... .1:.....11:. .. -1111.: 1 3.2 Wall Section : :., A � 1111�._ �._._ _._._._. .� _._._._._._.�_._.___1___111__I.._ _�__ - EX I STI N G V B : 1111 -_.111-1 _.. TYPE. :........................:...........,............ 1.. .: ................1. CONSTRUCTION ( ) : : , , 1: NUMBER OF STORIES: 1 : A4.0 Details- :: ...... .: BUILDING HEIGHT: 17 -1 1 MAIN BLDG. PARAPET) t iI U.,-Z,_.,_____. -_ .-._1__11.___ __,11._,_„______________11.1_._ _:_ ..____ _._1.11, ___..____ _ _ _1111_, :_ _:-__ :_.-.. : De a s ............:.......1111<............:...........:. : 19 -11 DRIVE-THRU HEARTH) : : : ° : A4.2 Details `' ...........:........... ....................... KEY PLAN : ••••• i MW : N.T.S. : : : Details GROSS BUILDING AREA: 4,910 SQ. FT. (EXIST.) A4.4 Details ...........:..................................:1111........:........... 27 SQ. FT. NEW A4.5 Enlarged Restroom Plan & Details166 4,937 TOTAL SQ. FT. .............................................. - : A4 6 Enlarged d SEEQ Plan & Details rge : �' ...... ...... ....... .ky""""""..,.--..."...'...,-...'%,,..,: ._ s ?c.:....,.... A6.0 Schedules v :.. ... ...1111 .1 OCCUPANCY ALLOWANCE : NET BUILDING AREA: 4 146 NET SQ. FT. . ...:.. ... OREGON STRUCTURAL SPECIALTY CODE 2010 : STRUCTURAL DESIGN LOADS: �' ............:...........:............:...........:............ J O N t� +' O - r Notes, Schedules, & Details J o4 �, �•N S 1 0 General No z -v TABLE 1004.1 .1 ROOF LIVE LOAD: 40 PSF S-1 .1 Special Inspection Table L u ...........4...................... O. O O N 7 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SOIL BEARING CAPACITIES: 1 ,500 PSF (ASSUMED) S-2.0 Wall & Roof Framing Plan N ° ` 0.0 I-o Q ...........:.......................:...........:........................ - ° ;�v C� O : ° S-2.1 Wall & Roof Framing Plan C �, ;� FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS O v •� 3 � � LIFE SAFETY SYSTEM : : : : - ns oo � •� S 3 Sectio & Details .......................'.......................': t';' Uc 2 ' Pv ACCESSORY STORAGE AREAS, S-4 Sections & Details o - 300 GROSS 791 SF 3 EMERGENCY LIGHTING: X YES NO I t ° 0 .I....I....:............:...........11......1....1 . 431 MECHANICAL EQUIPMENT ROOM YES NO : : S-5 Sections & Details N ° ��'3 0 ° p C +, ++ EXIT SIGNS. �. o =0 o o o ASSEMBLY W/OUT FIXED SEATS 15 FIRE ALARM AND SMOKE DETECTION SYSTEM: YES NO S-6 Sections 8c Details r t v° �, v c ...........:............:.......................:...........1........... v�-r 0 y? v STANDING SPACE 5 NET 72 SF PANIC HARDWARE: X YES NO L � o�'r'nEvc 0 ...........: (a ...........;............:..........11 ...1......:........... M EC HAN I CAL v cvc vvo : ° O U c Os N BUSINESS AREAS 100 GROSS 7 SF 1 : . :............:.......................:...................... o �~ o 0 42 M 1 .0 HVAC Detail, Partial Floor Plan & Notes r_ ........... L. ....................._:_................. ...... _ _ 1111 U N Q +0+� U� KITCHENS COMMERCIAL DESIGNER of RECORD . : 18LCTRICAL 200 GROSS 1 ,184 SF 6 ............................. E LE0 .N r !•2 : U N .......................:...................."%. '........ -° O L N N T +� av� �_ E : : E1 .0 General Notes & Lighting Schedule0 o 0 0 a ASSEMBLY W/ FIXED SEATS SEE PLAN - 86 DISCIPLINE: NAME: ADDRESS LICENSE #: 0.0 EP1 .0 Power/ Plumbing Plan 8c Notes � �° 02-6 ;.. . � : : 2 -rT-C ASSEMBLY W/OUT FIXED SEATS ARCHITECT: SHERRI GRUENEIS 5209 LAKE WASHINGTON BLVD. N.E., STE. 200 2456 E1 .1 Dual Point c�Cc Menu Board Details a ® o ° 3 a o 4-9 ° 15 NET 182 SF 13 FREIHEIT & HO ARCHITECTS, KIRKLAND, WA 98033 E2.O Lighting Plan Bc Notes N Sao ;N 0 0 UNCONCENTRATED INC. Ps., P.C. � „ °s -�, �, z �, ..:............;..................................:. � - I L. O Ot Ot _ STRUCTURAL: TRAVIS COLLIANDER 1029 MARKET STREET, KIRKLAND, WA 98033 77398E = EM3.0 Roof Plan & Notes i� a 3 w c�. _ .................................................................... DIBBLE ENGINEERS, INC. E4.0 Panel & Riser Diagram , ...........`.......................:................................. � @ � ELECTRICAL/ JOHN BEEBE 11 155 120TH AVE NE, STE. 200, KIRKLAND, WA 98033 12445PE : E4.1 Energy Forms � � .- D 1 I I I I - - - - MECHANICAL: AER ENGINEERS ,,...........:...........<.......................<........... lu CIVIL: HAL GRUBB 18215 72ND AVENUE SOUTH, KENT, WA 98032 15803PE : : : : KITCHEN 0 r Reference Onv)I � N BARGHAUSEN "I : ° : : ° 3 � _ � Q ............:.......................:..................... S t � EN r CONSULTING ENGINEERS, INC. t ...........:...........................I..................:........... K 1 .0 Kitchen Cover hee K2.0 Kitchen Plan CI YOB GARD ...........5............:..................... ........{......... 1111 i K2.1 Schedules Approved s et s - as ee slsessss [ R diti ............>...........:...........;....................... Conditionally Approved [ K . •sssseeseeesss : : € : . 2.2 Elevations & Details SeeLetterto:Follow...e..........E...[ TOTAL OCCUPANCY ALLOWANCE 124 : K2.3 Notes Atta hed W - N 0 INCREASE .........................................................:......... Permit Number: . .-..« •ssssr sse 1. E1 .0 Rou h-In Plan -� g Addre - 3 0 R P1 .0 Overhead Rough-In $y: � Date: � < -_r SYMB LEGEND : ..... .. ................. .... ............. M 1 .0 Rou h-In_ Flan CONSTRUCTION PROJ ECT MANAGER : �� : : ' CI O TIGARD I�...i D. z �, - .. • ADDRESS PHONE O N EW IL Ai ApprovedI-�- : . : : : : _ : : X -M SECTION TAG DINING ROOM ROOM NAME & NUMBER NAME. .......................:..... Conditfat�atlyApproved...«1111«1111.[ j °� � f) �_x 03 �hartt+ See Letter to:Foitavct=____� ..�...._,..� e.=.. �, ` MANAGER: JEFF CHAPMAN 12131 113TH AVE. NE, STE. 103, KIRKLAND, WA 98034 425-821-4970 .......................... t iurubil _ § 00 T_ l . . , . Attache 1111,«..� ,.� - PernutNumber: ....................:........_.........................; + rtc � - &A/ (:� W n rx"**,*N A Truss Eagi tl*�r1t 69 -4 (3 R R1 : : : h4 L�rswit >ti D ETAI L TAG PARTITION TAG .................................:................................ p i Addr � x 0 C= AX.X � By: Date.• � + gym. ® 0 ................................ ...... - � �, � z0) 4) � : : f ar-'�6 tI# cry 0a �- ...........:............:..... of 1•tGAR® Approved plans : : ' : T/ SLAB ..............................................:............ CI - S�idll be on situ (> C ELEV. 0'-0" ELEVATION TAG Approved by ,tanning ,, - : 1111 `' ,` ®ate: irk °� � �� . �- �� ' : _ it i I OFFICE C A -- �. . ... : : . : : ...........1C) C V , ....1..........1......1.:..... I Initials:s: ._------- , DETAIL rx�*� DRAWING TITLE ..... ...... ....... ...... ..................... O AX.X SCALE: 11/2" = I'-O" 40. GENERAL NOTES GENERAL NOTES (CONT. ) VICINITY MAP IL U_ LN.T.S. PROJECT DATA I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 OREGON STRUCTURAL SPECIALTY CODE 33. ALL W05M GYPSUM BOARD TO HAVE METAL EDGE5 AT ALL CORNERS AND WALL AS ADOPTED BY TIGARD,OREGON STATE AC-CE551BIL11Y CODES,OREGON STATE ENERGY INTERSECTIONS. PROJECT ADDRESS: 16200 SOUTHWEST PACIFIC HIGHWAY CODES,AND ALL APPLICABLE LOCAL CODES 4 STANDARDS. TIGARD,OR 617224 2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS,DIMENSIONS,DETAILS,ETC.,AND AS 34. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2010 05%. GOVERNING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE A5 ADOPTED BY SOON A5 015COVERED SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES 35. FIRE EXTINOU15HER5: VERIFY LOCATION,TYPE, AND 51ZE PER FIRE MARSHAL REQUIREMENT5. THE CITY OF TIGARD PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS OCCUPANCY: A2 (NO CHANGE,EXISTING) REQUIRED UNDER N.F.PA. 10 M05T REGENT EDITION AND APPROVED BY THE FIRE MARSHAL. 3. ALL ITEMS MARKED "N.I.G." ARE NOT PART OF T14I5 CONTRACT. CONFIRM ACCEPTABILITY OF LOCATION WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH BUILDING STANDARD FOR USE: FAST FOOD RESTAURANT(NO CHANGE, EXISTING) 4. LATHING,PLASTER,AND GYP5UM WALL BOARD SYSTEMS SHALL CONFORM TO THE 2010 EXTINGUISHERS AT ALL EXPOSED LOCATIONS. } 0550 aaw CON5TRUGTION TYPE: (NO CHANGE,EXISTING) 36. ALL DRAPE5,HANGINGS,CURTAINS,DROPS,AND ALL OTHER DECORATIVE MATERIAL, „- 5. DO NOT SCALE DRAWINGS;DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFYINOMVIN G 15TMA5 TREES THAT WOULD TEND TO INGREA5E THE FIRE AND PANIC � VALUATION: �200�000 ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL,OR SHALL BE TREATED AND c,� � T) MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT LEGAL DE50RIPTION: A TRACT OF LAND SITUATED IN THE N.W. 1/4 OF SECTION 15, T25, Lu 6. ALL DIMEN51ON5 ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING COLUMNS OR SOLUTION OR PROCE55 APPROVED BY THE TIGARD FIRE MARSHAL. PROVIDE A RIA,W.M.,CITY OF TIGARD,WA5HINGT0N COUNTY, OREGON, BEING FIN15H FACE OF EXISTING WALL UNLE55 OTHERWISE NOTED. CERTIFICATION TO THI5 EFFECT. MORE PARTICULARLY DESCRIBED A5 FOLLOW5: El I. WHERE CONSTRUCTION DETAILS ARE NOT 5HOWN OR NOTED FOR ANY PART OF THE WORK, A. EXIT DOORS,EXIT LIGHTS,AND FIRE EXTIW15HER LOCATIONS SHALL NOT BE BEGINNING AT A POINT THAT 15 SOUTH 0°08'50" EAST, 541.00 FEET THE DETAILS SHALL BE THE SAME A5 FOR OTHER SIMILAR WORK. CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. ALONG THE EAST LINE OF THE NA. 114 OF SAID SECTION 15, AND NORTH 81405620" WE5T, 1114.016 FEET FROM THE NORTH 1/4 CORNER 8. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER OF SAID SECTION 15; INTENDED THAT SUCH SHALL APPLY TO A5 MANY SUCH DEVICES, ITEMS OR PARTS AS ARE OfVVITER.8 OF THE 2010 0556. ALL FOAM PLASTICS SHALL COMPLY WITH THE 5W DURHAM RD REQUIRED TO PROPERLY COMPLETE THE WORK. REQUIREMENT5 SPECIFIED IN CHAPTER 26 OF THE 2010 0550. THENCE, SOUTH 0°04,40" WEST, 200.00 FEET; -SITE Lu a. CONTRACTOR SHALL VERIFY � N ALL BUILDING STANDARDS WITH T• BUILDING OV�NER I 37. YIN AOOUr'TIG GEI INC GRIDS AND IGHT NG 55 20 WEST 200.00 FEE PRIOR TO ALL LA AL L L I SHALL BE INSTALLED AND SECURED Q THENCE, NORTH 89 , BEGINNING ANY WORK MLE55 OTHERWI5E NOTED. HO hE1/ER THERE PER THE PROV 10 SHAD. BE NO 15 N5 OF ASTM G 635 AND ASTM G 636. v DEVIATIONS WH AT50EVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S Q THENCE, NORTH 0004'40" EAST, 601.017 FEET TO A POINT ON THE � WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY,AND 38. UPON COMPLETION OF CONSTRUCTION,GLEAN ALL SURFACES INCLUDING INTERIOR 51DE OF & EASTERLY RIGHT-OF-WAY LINE OF S.W. PACIFIC, HIGHWAY; HOLD THE ARCHITECT HARMLE55 FROM ANY CLAIMS AR151NG A5 A RESULT OF UNAPPROVED ALL EXTERIOR PERIMETER GLAZING. C+1ANG."ES• THENCE, ALONG SAID EASTERLY RIGHT-OF-WAY, NORTH 20034158" - - 314. ELECTRICAL ROUGH-IN AND PLUMBING ROUGH-IN ARE FOR THE GENERAL INFORMATION OF EAST, 117.47 FEET; 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. a a > INHETHER 5HOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR THENCE,SOUTH 841055120" EAST, 158.85 FEET TO THE POINT OF W SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY 40. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND GABLE TRAYS SHALL HAVE BEGINNING. DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HI5 ViORK. A FLAME SPREAD RATING OF NOT LESS THAN 25 AND A SMOKE DEVELOPMENT RATING OF [I. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY NOT LE55 THAN 50. MAP 4 TAXLOT ID: 25115BA00102 COMPANIES UNLE55 OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 41. ANY REV151ON5 TO KITCHEN HOOD5 4 ANSUL SYSTEM SHALL BE BIDDER DESIGN/BUILD. THE r CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CORRESPONDING PERMITS FOR qqW 12. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A WORK. THE PROPOSED 5Y5TEM DESIGN 4 METHOD OF OPERATION FOR ALL ROOMS SHALL S RE I E. GI 1; IS -�� GLEAN(BROOM) CONDITION AT ALL TIMES. BE REVIEAED AND APPROVED BY THE O PRIOR TO THE START OF ANY WORK. 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF 42. CONTRACTOR 15 RESPONSIBLE TO V151T THE 51TE TO VERIFY THE EXI5TI% CONDITIONS THE OCCUPANTS AND ViORKER5 AT ALL TIMES. PRIOR TO BIDDING AND CONSTRUCTION. ANY DISCREPANCIES SHOULD BE DIRECTED TO THE SCOPE OF WORK 1R LAK 'WA " ARCHITECT'S ATTENTION PRIOR TO ANY WORK. &I 14. APPROVED PLANS SHAD. BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY of WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION A5 WELL A5 43. THESE DRAWING5 WERE COMPLETED WITHOUT THE BENEFIT OF EXISTING BUILDING DRAWING5. ��d ALL REVISIONS,ADDENDA,AND CHANGE ORDERS. THE CONTRACTOR SHAD. ALSO GONTTTOR 15 RE5PON5I TO V151T THE SITE TO VERIFY THE EXISTING CONDITIONS WORK TO INCLUDE ELIMINATING THE MANSARD ROOF AND REPLACING WITH PARAPETS, PR10R TO BIDDING AND CON5TIRUCTION. ANY DISCREPANCIES SHOULD BE DIRECTED TO THE UPDATING THE DINING 4 RESTROOM5 TO MEET AGCE551BILITY REQUIREMENT5. EXPANDING THE '< MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, :-- ADDENDA,AND CHANGE ORDERS,ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER ARCHITECT'S ATTENTION PRIOR TO ANY WORK. GASH BOOTH AREA TO OPTIMIZE THE DRIVE-THRU SPACING. RE5IDING THE EXTERIOR, PAINTING Z THE CARE OF THE JOB SUPERINTENDENT. THE EXISTING BUILDING, ADDING UPDATED CORPORATE BRANDING ELEMENTS,OPTIMIZING THE DRIVE-THRU LANE,AND UPDATING THE SITE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND 517E WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. 16. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLE55 OTHERN15E SPECIFIED,AND SHALL BE 50 STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTION5,D15GREPANGIE5,ETC.,MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER,AND WITHIN FIVE (5) DAYS AFTER NOTICE 15 GIVEN. 11. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY I NOF NOISE,LINES BY REASON STEAM FUMES,GA5E5 ,ODOR, SMOKE,VIBRATION,HAZARD OR OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE,ODOR,FUMES,OR VIBRATION. 18. FLAMMABLE LIQUID5 SHALL NOT BE PLACED, STORED,OR DISC IN THIS OCCUPANCY TYPICAL ABBREVIATIONS KEY PLAN J ��-° �� N EXCEPT A5 PROVIDED IN N.F.PA. STANDARD 30 AND THE CURRENT INTERNATIONAL FIRE N.T.S. Q ° o o o 0 CODE. PERMIT MAYBE REQUIRED. o.°a v 0'�0,m aaso W0 :33 la. UPON COMPLETION OF CONSTRUCTION,GLEAN ALL SURFACES. ® AT FUR FURRING 0 0. `o °-°0? a o # POUND OR NUMBER GA GAUGE 0 3 I, °' c 20. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. AB ANCHOR BOLT GALV GALVANIZED o ° •- 'E ° �' ACT ACOUSTICAL CEILING TILE GC GENERAL CONTRACTOR 00 r- u, L L U 21. PRIOR TO THE START OF CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE GENERAL AFF ABOVE FIN15H FLOOR GL GLASS CONTRACTOR TO OBTAIN DEMOLITION PERMIT FOR ANY REQUIRED DEMOLITION WORK FROM ALUM ALUMINUM 6AA. GYPSUM WALLBOARD � _� � � mw_mw _ _` .c v 0 v�a W W •Y` •Y ., C THE OG JURISDICTION BD BOARD HC HOLLOW GORE o LOCAL AND TO COMPLY WITH THE FEDERAL REQUIREMEHT OF ASBESTOS • M 0 c v c as ABATEMENT. A5BE5TO5 SURVEY 15 REQUIRED BEFORE RENOVATION OR DEMOLITION IF BLDG BUILDING HPV HARDWARE - c �. o REQUIRED BY JURISDICTION. BOT BOTTOM HM HOLLOW METAL 4 N s o° ° v BRG BEARING INSUL INSULATION : `° . 'W N 2^, N 6 °"-- ° 4 W 22. PATCH AND REPAIR ALL EXISTING SURFACES A5 REQUIRED BY DEMOLITION AND NEW GAB CABINET INT INTERIOR " t '` N ° o o� X_ ° CONSTRUCTION TO RECEIVE NEN 50HEDULED FINISHES. ALL SURFACES ARE TO HAVE GFT CERAMIC FLOOR TILE JT JOINT ='f •. :.• �; I s o "LIKE-NEA" APPEARANCE. OJT CONTROL JOINT MAX MAXIMUM : `� 4,,• . '' :" �, @ ° J~ 0 o L G CENTER LINE MEGH MECHANICAL I : �� . i % :: ) ° v •;;.. fir: .• a o,5 c o 0 23. CONTRACTOR SHALL VERIFY ALL ROUGH-IN AND OTHER DIMENSIONS FOR EQUIPMENT CLG CEILING MTL METAL �� W �E:..4® Qty` ° -0 N ° ° FURNISHED BY HIMSELF OR BY OTHERS. CMU GONGRET'E MASONRY UNITS MFR MANUFACTURER N • --.•►• •► W W i En GOL COLUMN MIN MINIMUM •: - �° o L - o ' e. ::, I. t N O T E 24. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED A5 GONG CONCRETE NT5 NOT TO SCALE • ,' :�� :• I �� M c c v N o IF DRAWN IN FULL. GON5TR CONSTRUCTION OG ON CENTER :-; : ':. �Z EXTENT ° o° ° �, `"- C.o .�,y, E ' • .` 4n ��.. OF WORK I aci `� o,av CONSTR.JT CONSTRUCTION JOINT P PROPER LINE c� c 25. IF HAZARDOUS MATERIALS ARE FOUND TO EX15T ON THIS PROJECT,THE CONTRACTOR SHALL CONT CONTINUOUS PLYWD PLYWOOD °� o ' � I •� °3 0.-oQ•v o L CEASE ALL WORK RELATED TO THE HAZARDOUS MATERIALS IMMEDIATELY NOTIFY THE GON1R CONTRACT(M) RD ROOF DRAIN y L o OWNER IN WRITING OF THE GIRGUM5TANGES. GT CERAMIC TILE REINF REINFORCE(D)(ING) : ;; M 0-0 0 a ' 0 0 0 ° ;. DET DETAIL RFG ROOFING : ` - EXISTING . :. TRASH ..... Q �o °c-.L ai-s 26. ALL WORK SHALL BE COMPLETED IN ACC,ORDANGE WITH THE MANUFACTURERS LATEST 0 DIAMETER RM ROOM r' , . ... ;. ;. ' :O: REGOMMENDATION5 OR ARITTEN DIRECTIONS. IF CONFLICTS EXIST,CONTACT THE DIM DIMENSION RO ROUGH OPENING v ; . CONSTRUCTION MANAGER FOR CLARIFICATIONS. ON DOWN 5AFF SELF ADHERED FLEXIBLE FLASHING L DOWNSPOUT SEG SECTION -- 21. IF REQUIRED A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR EA EACH SIM 51MILAR `• �•"0 21. SPECIFICATION PAINTED DETAI ED AND I IRED. EB EXPANSfON T SPEC N L ILLUMINATED A5 REQU NO SIGNS OTHER THAN THOSE BOL . . � Lu .� AUTHORIZED BY THE CONSTRUCTION MANAGER WILL BY PERMITTED ON THIS BARRICADE. ELEG ELECTRICAL 5Q SQUARE •. < > I ELEV ELEVATION 5TL STEEL OR OTHER EQ EQUAL T 4 B TOP AND BOTTOM 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING,BRACING, a • .;� � � TEMPORARY STRUCTURAL SUPPORTS A5 MAY BE REQUIRED AND SHALL BEAR THE COSTS OF EQUIP EQUIPMENT TYP TYPICAL ' : :' ss-co :O ANY ENGINEERING THAT MAY BY REQUIRED. EX15T EXISTING V.I.F. VERIFY IN FIELD �' R EXP JT EXPANSION JOINT W/ WITH ' r 261. SHOULD A CONFLICT OF INFORMATION EXIST IN THE CONSTRUCTION DOCUMENTS,THE EXT EXTERIOR IND WOOD _f.� EXISTING �'� :' M CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND CONTACT THE ARCHITECT FON FOUNDATION W/O WITHOUT EXTENT McDONALD'S `'. •;• :. IMMEDIATELY. FIN FIN15H(ED) ARB/AB WEATHER RE51STIVE BARRIER/AIR I' OF WD RESTAURANT . ER N I I uj FL FLOOR BARRI I M w O r 30. JOB 51TE SAFETY. THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED FT FOOT OR FEET W56T WAIN500T = '• •;:. . ;; •. Lu 0- TO TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE FTG FOOTING :' . : • : < < CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS,METHODS,TECHNIO UE5,5EQUENGES OR ::: ', . .• � PROCEDURES FOR T14E CONTRACTOR TO PERFORM HIS WORK. THE UNDER-TAKING OF - Lr� CITY OF TIGARD 1 z PERIODIC 51TE VISITS BY 11.1E ARCHITECT/ENGINEER SHALL NOT BE GON5TRUED A5 _ 5UPERV15ION OF ACTUAL GON5TRUGTION NOR MAKE HIM RESPONSIBLE FOR PROVIDIN& A I SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, h Approved by Planning � ' / /-y 3 SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS, VI511S,USE,WORK, TRAVEL OR I •. : :: N., Date. " , X 6 OCCUPANCY BY ANY PERSON. _ O im nog •• • r. Initials: 31. CONDITIONS OF USE: THESE DRAWING5 HAVE BEEN PREPARED SOLELY FOR USE IN THE :•: • : M �Sl' D F 16200 50U •: .: .•..• •., ., --. •:' :,•• ••• :,�:, .� REMODEL O THE EXISTING 5 LOCATED AT THWE5T G DEL STRUCTURE L PACIFIC HI HWAY } TIGARD,OR q1224. THESE DRAINING5 SHALL NOT BE USED IN WHOLE OR IN PART,FOR ,,�j ';•.r '`. ��' p•.' ' •' • • I ' FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT M ::` '� • :, .,• \\\ M 0) s� OF THE ARGHITEGT/ENGINEER. M _ V /� '✓ ( (� E FL 32. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES M 1 O M � z � � F RELATED THERETO SHALL CONFORM WITH LOCAL, REGIONAL,STATE AND FEDERAL x D REGULATI ON5 PERTAINING TO DISTURBING,D ISPLAGI NG AND/OR REMOVAL OF ASBESTOS OR a � _ v `�' ASBE5T05-CONTAINING MATERIALS. NOTE SPECIFICALLY THAT FOR PROJECTS IN THE STATE OF OREGON THE CONTRACTOR 5H CONFORM WITH 114E REQUIREMENTS A 12-402 1 Og2b ALL 15 OF THE APPROPRIATE AGENCY REGARDING INSPECTION,CERTIFICATION AND NOTIFICATION. c V 1 / / I GENERAL. INFO SITE IMPROVEMENT PLAN FOR SITE DURHAM RD. McDONALD'S RESTAURANT 1 - 2000 SECTION 15, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. 6% 0 10 20 40 Dto ME= TIGARD, WASHINGTON COUNTY, OREGON o oc .N - O P Ll. CL Fw VICINITY MAP NTS W ® (�g 0 U. V F-H I ENGINEER SURVEYOR � a p BARGHAUSEN CONSULTING ENGINEERS, INC. REPPETO & ASSOCIATES, INC. LAND SURVEYORS Q w wV SURVEYOR NOTES: 18215 72ND AVE. SOUTH PLAZA 125, BUILDING Gco KENT, WA 98032 12730 SE STARK STREET Y c 1. BOUNDARY AND BASIS OF BEARINGS ARE PER PARTITION PLAT NUMBER (425) 251-6222 PORTLAND, OR 97233 o 2004-015, WASHINGTON COUNTY PLAT RECORDS. FAX (425) 251-8782 (503) 408-1507 m o 2. ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK NUMBER 561, CONTACT: HAL GRUBB, P.E. CONTACT: STEVEN P. BUCKLES (q ELEVATION 190,990, WASHINGTON COUNTY DATUM. no -'-lea J. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD ARCHITECT o .. t � -�8� w SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO 15 .E r ., � � -� T ' 185 ,- GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH FREIHEIT & HO ARCHITECTS w w W W W w w cc �w �� cc � P �. -- UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. ALL UNDERGROUND 5209 LAKE WASHINGTON BLVD NE, SUITE 200 0 �.- 4 KIRKLAND, WA 98033 z UTILITY LINES MUST BE VERIFIED PRIOR TO CONSTRUCTION. 425 827-2100 j 4 THIS MAP AND SURVEY I T IS BASED ON ARE REPRESENTATIVE OF THE ( } -", w •s' s" •s. w v w� w W W ...w �s � • CONTACT: ERIN KELLY f V. W w w W. _ 7 CONDITIONS FOUND ON THE GROUND ON DECEMBER 12, 2013, THE DATE THE 0 w w * w w w w " w `'- 6 _ � ( I FIELD WORK WAS COMPLETED. aj o {[ w w w 6 M- 185 _ W F Jar^ 5. EASEMENTS THAT MAY APPEAR ON A TITLE REPORT ARE NOT SHOWN ON THIS SITE DATA: 04 5 �, -- SURVEY. ADDRESS: 1600 SW PACIFIC HWY - S � p 6. ZONING OF THE SUBJECT PROPERTY IS C-G, GENERAL COMMERCIAL. w X90 �� w. 9 ��8 4�. ;. •:Y_:� cr, � __ ,� �8 TIGARD, OR �C r„' y d' p Sr d ca �, �cJ1 ,'• w w w�� ,/ �°' w--µ-183�� ''.+ t W •r, •.„..,..'-�� • • 1. �� I I 'ok:"�a A. r`" �d�r�''� W W w f ia. ':i • W w W W W W W w W W •'•• b I Q� `b..' KEYN T` S� SPECIAL NST` S� .. �- w W W 'w 8 y�o��` a..a.. _.# ,' ,�:: . .:. ;.'. I 1. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT AND HO ARCHITECTS, INC. BARGHAUSEN HAS NOT VERIFIED THE : :; �� •" �' �� d.. XD PROPERTY LINE (TYP) APPROXIMATE LIMITS OF ASPHALT RESTORATION NEEDED TO ADJUST PARKING LOT GRADES SITE PLAN OR SURVEY FOR ACCURACY OR COMPLETENESS. ACTUAL FIELD CONDITIONS MAY VARY FROM DESIGN � 0 Q DRAWINGS. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION TO 0 0 :7 0AaC� s4;' ': :• �. •. ' :� .�' p1.� TO MEET ADA REQUIREMENTS FOR NEW STALLS AND ADA CROSSINGS. ASPHALT �" ": _� •' a �_ ' , , 1 �'� "a CC RESTORATION EXTENDS NORTH AND SOUTH OF ADA STALLS AND PATH TO ALLOW FORA ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. LLI _ EJB � w • �` MORE GRADUAL TRANSITION OF PROPOSED GRADES TO MEET' EXISTING GRADES. (n �j try' �� .r ^ :'• �,� w �. w .�,.-- I ADDITIONAL RESTORATION MAY BE NECESSARY TO MEET MINIMUM ADA COMPLIANT GRADES 2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD REQUIREMENTS. .�'° w I / . ;: • w14J W W W T}4i4�H ' y SPECIFIED IN ARCHITECTURAL PLANS. ASPHALT SECTION PER DETAIL THIS SHEET. F cq w < , : {� Lps .: •' a3a -�.^ ~` _ I00 LP 3. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN-KIND AS REQUIRED, OR AS DIRECTED BY OWNER OR0 t a w.ti �_ ' �'8t SITE IMPROVEMENT PLANS BY OTHERS. . w w -" - 2 APPROXIMATE SAW-CUT LINE FOR ASPHALT RESTORATION LIMITS. w w � -�.m: .' y, +s. w w 'r,. w sv ."'�'-`•.. .•sA... • ..-�...�.._..^� •"" w w f5w � $ Q `;�. .:. ` `•' V a w w w V 11 . .' .°: ;:•; W w G 3 CONCRETE ADA PARKING STALL, ADA STRIPING, SIGNAGE, SLOPES, AND CURB RAMP PER 4. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT, NOT TOP OF CURB UNLESS OTHERWISE NOTED. LO . ' W W W W iaf w ti. w :k•< F ARCHITECTURAL PLANS. J 814 ` 8 C I PROPOSED ADA PATH PER ARCHITECTURAL PLANS. MAXIMUM ADA PATH CROSS-SLOPE GENERAL. SITE DEVELOPMENT NOTES` Q 181. 5 �8 - w w 182 �- 4 SHALL BE 1.5%; MAXIMUM LONGITUDINAL SLOPE SHALL BE 5%. 0?5 3: LL Ne �a =[ M.E. 2 i 11 181.3 I 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY PARKING STALL AND STANDARD MCDONALDS STRIPING PER ARCHITECTURAL PLANS. STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. � C 180.56 „ }j {g� , �� y 6 PROPOSED CURB PER ARCHITECTURAL PLANS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING 518" I f"Y aY d.;,' `� e'�.•r.�, •E .� z`'.£ ''. y -n Z N "" u __:7';��j v' '" y��iti'.<`'' "� :; N..'� "` • .. / / 1- vti `. •• 181 _ WORK. r . �.. d r ..• „ FII _f4„ ks. u"„a a ` r°'n2 ... \ y,y` 1a ,� ds. w E r , .� Y x �u" N: T k r: o PROPOSED CONCRETE DRIVE THRU LANE -- PAVEMENT SECTION AND SLOPE PER az .y y. .d' .�" 8 I`s b a x *,J'.r .y ..y, r 'g 7 5 8 :°::" � rY . :� , :+ �? ARCHITECTURAL PLANS. REMOVE EXISTING ASPHALT LANDSCAPING, AND CONCRETE AS LOCATION, DIMENSION AND DEPTH OF ALL 5 / c1, � a ,, , _,f 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE L T , a ) sa •- w • v w •'• :» -': • a .c"�i�.;,�. yam,... : x rF, __.. ;x }�<?��J: .,, '�:� 5 1279 : y4t7 „ y t ?; s�,?: � o 0 NECESSARY TO INSTALL PROPOSED CONCRETE DRIVE THRU LANE. EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER so 4 R. . ''. , ,J� < _j: 4M cq N 180.09 I THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION < .: LL �. EXISTING MC®oNAlO S - ' •; .; .. : . . _ ' � ..� { sr h�3 .n�r�� :�� : � Nx�,,. I^ ® � 3 a r , yr .ori E PROPOSED CONCRETE SIDEWALK/PATIO -- CONCRETE SECTION AND SLOPES PER VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. '. d r ..••• .••. `i S'3,�;, W z>..,...a �`. > v x 's•;.. 8 MCDO AL S RESTAURANT sC m w .� "180 � ARCHITECTURAL PLANS. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE 41z. �+ �•o% ..:F � y OF UNKNOWN VARIATION. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE PRQ Ix'200 SW PACT`1C F-11Gf1WA�' X. � �,a� � � �` � fi � EX. CONC. DRIVE THRU �..:: , ,•: ' :• e . ' _rz a�� ,. . � ; � �, � 9 NEW MENU BOARDS AND SIGNAGE PER ARCHITECTURAL PLANS. CONTRACTOR TO VERIFY ACCURACY OF THE SURVEY OR SITE PLAN. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT •�� SS ' MAX _.. `' 3ti a UNDERGROUND UTILITIES IN LOCATION OF PROPOSED CONDUIT PRIOR TO COMMENCING UTI S INC., � IN ' TO REMAIN--\ i � ; -=•' '' d �� ,�y �., � , t>�rtz2�.�� a� ,,r BARGHAUSEN CONS L NG ENGINEERS, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH }}} w >' . " .:•�• •,. �t r '�zehRi''�} o PROPOSED WORK. CONSTRUCTION. L211JLIPES �f ® w :. F. �• ` '''"''S. ,ss ,4 artf Fri r ?i.�? . d..r S,.J • MATCH EXISTING o ELEVATIONS r r 179.57 0 l 0 PROPOSED LANDSCAPING PER ARCHITECTURAL PIANS. 8 � 'F Y F'' I Q 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR. TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS .�_ Yy 3 ALONG CURB k r � � ,[ �M MM •;, ,. �,�":, � �,.� �� ., �w�t ., • ,;�, �,f y __ M.E. ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE GON .- '\ � W W s �.-a j �'Y a. r? '�t r.� �4 .� � � ��T :" ' xs STRIPED PATH NORTH OF THIS POINT IS NOT AN ADA ROUTE AND IS NOT REQUIRED TO rn ` . •, • � CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE o� f GREQUIREMENTS R ,., ADHERE TO ADA SLOPING � 1 17 �� • . •"• ' �� • .` � :>} <�� .. , xa :>� „� ; � ,.�• >>s�.... � CODES IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING � 1� r ((,, jjJJ ',''S'` -`. ""w",•..,.. 1 a PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER < •P. g tt� / •) c £a sr 3 kl c V d �' W • . -a d -'' 3 SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF ff k: .,t '""•"""'""•"'""""' •• �• • . '# ,,.; 4 • .; --�- WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. (• w v vim#' „x w:a c ,s o^ 'C€: :-. x: �..$ • • h r � .Y:: x 1.5% MAX CROSS I z t � r�} xy �� > Y F r Yt r LAND COVER DATA y? no/■ • e1� x� �e r > l :v s- `z� 3s > SLOPE WITHIN ADA `" y r' � ry a Y 1` 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITY PURVEYORS INVOLVED .y lHY A •. •• S d • .yam "t7_ 3'2¢ �"F-r ' i .n'r'"'ru:'g� ' �1 `r.s3` t ' I ROUTE (TYP) ( ) _ w /lI ♦ 4„w .. : •. •' ° r x ,4h .x x 3 i s yy AREA OF DISTURBANCE: 0.87 ACRES 37,836 SF PRIOR TO CONSTRUCTION. .. o v v • �4 d. i' z •r57.-,a a z`; N 4 • •.• : Sh`.s Sih a Egg,,F x 3 'ir'Wc `} : :. .. :. ' •.: pa_ Y: q z, :� .t ti h EXISTING IMPERVIOUS AREA: 33,188 SF ° N all Z .y , �, Vit .: Y.. ,`a z u �. ,xr u irk - f ' ' ' "" : �'' ;'•' 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. ' I 4 ;: e rt ': g. ':' =� ' EXISTING PERVIOUS AREA: 4,648 SF INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. 1T SHALL C _ 1 p •." '' ,. BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING . , L t� 178.17 _178-�.. 6= ' , 178.50 17M.E. I POST CONSTRUCTION IMPERVIOUS AREA: 32,882 SF ALL CONSTRUCTION. 4 Y Ge 2 V_ M.E. POST CONSTRUCTION PERVIOUS AREA: 4,954 SF I HALL CONTACT THE AGENCY 179.21 5 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTORS A M E. AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). 0 m . (� NET REDUCTION OF IMPERVIOUS AREA: 306 SF CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ,N 3 2 w ENGINEER OF PRE-CONSTRUCTION MEETINGS. j - - N89055'20"W 200.00 T SS co o a Q o -4� �f F �v - � 1----• cc 3 A.C. PAVEMENT 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST cn } OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND OSHA STANDARDS AND REGULATIONS, OR ANY H = 0 c� 6" CRUSHED SURFACING BASE COURSE TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS F_ Z � 3 w s mow- w �w _ r -`"-"""'"LL l-•'"""" � REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY p Z1� Na � z P THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. V) Q -� w 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, Q Z z PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND Lu N �- : z 0 0 0 0 a 0o O SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK ., o O Oo 0 o° 0 °O o 00 0'0 0 0 0 0 COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT Q o N 0 z � o °o600000 0 080 °00 ° ° NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 00 Z 0 ° 0° 00°O ° GEOTEXTILE MAY BE Z 0) 00 00 w w ��/��/��/��/��/��/��/��j��/��/� NEEDED UNDER BASE N �t ( I z d- ��/��/��/��/��/��/��/��/��/��/��/ /��/�� 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND :z o LEGEND. / //// /��//�/��//�//�//�//�//�/ /��//� COURSE PENDING SOIL PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR }' N N z Z CONDITIONS L a w 00 PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE I I-- Lo U EXIS IN SUBGRADE SHALL BE COMPACTED CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PIANS. 00 W N N PROPOSED TO AT LEAST 95% OF THE ASTM D •..�•..• v cn E d- CONCRETE CURB Cc 1557 MAXIMUM DRY DENSITY VALUE CURB FOR THE MATERIAL 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN STONE RETAINING WALL SRW PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN o CONCRETE e ° °' CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 0 BRICK RETAINING WALL BRW ONSITE TYPICAL ASPHALT sb 3 ASPHALT [-Feza y`X % `€ 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR �,� � 3 '` £ =- ' PAVING Y IN� �TI�N ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY a 2 N CURB __ W w w w FREIHEIT & HO. LANDSCAPING TRIPE z W W .. w .. PAINTS �4_-` LANDSCAPING w w NOT TO SCALE _ w �. w .� � GEOTECHNICAL ENGINEER SHALL INSPECT EXISTING SUBGRADE 0 � M.E. MATCH EXISTING �� MATERIAL TO DETERMINE IF EXISTING ONSITE SOIL IS ADEQUATE TO ELEVATION AT TOP CONCRETE �� ' . " PROVIDE PROPER BEARING SUPPORT FOR PROPOSED PAVEMENT yJv OF PAVEMENT SECTION. OOc� a, SECTION. GIVEN m IHILM CONFLICT NOTE: GAS �. G� a, ELEVATION IS CITY OF TIGARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH N APPROXIMATE AND STORM T ---SD - OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE ` CONTRACTOR SEWER - SS�-- Approved by Planning � `T IN® X; UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. L SHOULD MATCH THIS SHALL INCLUDE CALLING UTILITY LOCATE C� 811 AND THEN POTHOLING11 cq EXISTING ELEVATION WATER �- W� Date: �"l �~/�f ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY C 1 - SITE I M P ROVEM ENT P LAN VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE Z o CD CD TYPE 1 CATCH BASIN Initials: 1 PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. (� s c4 CALL FORE YOU DIG' 811 IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN .� �- N LOT LIGHT CZ - DEMO AND ESC PLAN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH � �• CONSTRUCTION. i� DEMO AND ESC PLAN FOR McDONALD'S RESTAURANT a: 1w=20' 00 SECTION 1 , TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.I . 0 10 20 40 [� 00\074 FF�\ Ml TIGARD, WASHINGTON COUNTY, OREGON o ac � 0:: 1 _10 WV .° EX. CU413 AND ASPHALT TO SAW-CUT UNE (TYP) / BE REMOVED / APPROXIMATE LIMITS OF ASPHALT A) V V/14PAVEMENT TO BE REMOVED EX. STRIPING TO BE Cri • 1 a8'� ''�.-' 188— REMOVED (TYP) W a: EX. CURB ISLAND TO BECO REMOVED ,� Li87—\ LL EX. LOT LIGHT TO BE k Ix" ` z LL 0G - !! ,, RELOCATED PER ARCHITECTURAL s --- -" --~ GC �.J � s ,, -�18s�...... _.� Q SITE PLAN NOTE PSS Ilk_ ;/�-' ,° � �s L PRIOR TO SAWCUTTING ANY ASPHALT CONCRETE 0 COMMENCING EX. CURB TO x. WITH ANY DEMOLITION ACTIVITY, COORDINATE AND VERIFY EXTENT OF REMAIN (TYP) IRV , 8 Tcl co NECESSARY DEMOLITION WITH ARCHITECTURAL SITE IMPROVEMENT S� ' S PLAN. IT MAY BE NECESSARY TO REMOVE MORE ASHPHALT THAN IS EX. MENU BOARD TO BE 6 a5 - �� x z ti> A F y4 SHOWN TO MEET ADA REQUIREMENTS SHOWN ON ARCHITECURAL REMOVED PER ARCHITECTURAL $ 1 `Y }rHE i� ✓ { Sm 7�� PLANS. PLANS f 18� C � EXISTING PAVEMENT ! ........•, Y S vh F '-, y ,C s s a'y cq /Jfzf / '`` ' / ¢ APPROXIMATE LIMITS OFUTILITY NOTE: C0 ff iK �S t'�� 'P'.a rtic.'� F� ''t�`L� e� k� F > � r�'s�y�t+ DISTURBANCE (TYP) v r ALL UNDERGROUND UTILITIES ANDS ° l �`�� W SERVICES TO REMAIN UNDISTURBED/ UNLESS OTHER WISE SHOWN. ALL .. ° � C z° CLEANOUTS AND OTHER UTILITIES WITHIN EX. TRANSFORMER TO f �,,�- REMAIN ` , 5} REPLACED ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE ' h' g28t" ,�� .. STRIPING TO BE REMOVED 0 TR�4SH� .,, 040 �, 183 _ P t_ CV ' RV '04m P 3 T :-4 S. 4 .,* 1 1 --... _ APPROXIMATE LIMITS OF 0 cn �� •¢ � N ' " _ DISTURBANCE (TYP) •- fSRW a a► .. G �. W 03 G� PM -•-"-182— - .',. �, EX. CONCRETE TO p�;-.�,� p � C� k; REMAIN (TYP) ••• • G `� °� �i st. �� ' r"''^'�""r� ,y ;-'t a»y g" _- ++£o.+•.. >�'F' .- ^'.,�n,r. rte+ sr / • •• #• ��1 p Asx vta3 < a ✓ > Ks _. sfLd f 7I f • 1 E ?� s .k��S.�a '`y Js �' ..- z•, '°'Mtn""` ;/`t°°«w tt` .�'yF a ¢ y LJJ 1 a ,►.' : �� z �.� 181 O GM aM susu fv _ +t 3• Y ,Y#' > 1 i''�'4 v' -. G i .y VK�� A �Yr3 D bv�'� Q 5/8 IR t PG 1 ' j/ r Y �z y -..�,�..�....v,� j • a E' °i X J'ry-E.f r •C, ft t`y{`",F va'S$^" '�,.-yt' O P ' !dJ ao EX. BUILDING TO s f ,� « F ,1� �Jcq 3�aJ r.3E/f*. FaG y?£,. '�' 4 • �.s� 4 z r7{ x c,`33:: f z r.,z",'`J.,+is,r'` d'sx s:. s£3✓ • f r rR z r. xi t, Y,.' y.. ? 2.12 jJ 1� .� -� �•, REMAIN (TYP) • •t , i�� . � � � a s�F� r=� � • 'f f ....^"'. ,fig • ` Ir E*'✓ 'r Y .i t K 'Y 2. jj ..z 3 i r '5' "Y j-^ 2 7 cA+Y�' '<r".t-T t t Lts/yy MCDOIVALD S RESTAURAiVT �^ti.k � •"`.",,,�DO I .� •` `- •x,z`rp y Y.ZyS%r' i '`3"sxy". arr �``T"3C>^.i1w} �.T ✓ f 7�i '" '. 1 � 16200 SW PACIFIC HIGHWAY , eil5 i� r s / { °w .,. •��••• • xc s 'fi L :s 'r?1 S'rya" �, .._.h „",'" Fa'y'Ez7 n s k.>✓``, O 1) ii ````-/+�.7 • z'° s'r •"r <s ` , `'L se.,' q . T t '^ ( .d t` / 44 • Fir r e. r ti yx • • { �ihf , ,� E � � y� o EXISTING PAVEMENT � �....// • • wz as vq s x rzai � 4.•0 n/\ _ rn EX. CONCRETE TO «, �"Al of �o• 1 S h Y S j �' �0 REMAIN (TYP) • . < R (.'�a • Y& ✓ h a d * i ' Ysa t} A ` rn EX. CONCRETE TO BE •:�" �, JJJ �� . • REMOVED (TYP) • '�ti Y.,s z, t,t 't '.` �'t .. 'x, vk t$ t Y.r v _"'•".,.. �I• 4 • z ?,ti+ ss�'�- zyz�z 4. ,y z.+r s sir s5 C � s ear .,rJ 'Mr+ sY£ - �£rr APPROXIMATE LIMITS OF ASPHALT C/1 //MM •©( •, > , b r n3 � ,s F� °5$r PAVEMENT TO BE REMOVEDcc 1 �J •� ¢'' Y �`4 ''4*�,r>K.. AM � j � � .,c .rc}+• y.ys c fi Tai c ^' 'vA� 4 'Ar. r- jJ • V `�`5 3)S>„ Y3 D`X`3 t� 6,%XS 3f Y Y yy j at �'r d ��'4 L E • • • ;e4'✓ s 'y,...x• t n'+_fir.z, a'3♦ .ryti 1. Q •A i • • • • ••• .,'S.r F. 'y,,"as'f" . -- X. ` 1 3 rw•s c F LL `� [JjJ ....'"w_ s .• • Q� a . . • $ �r_ ; 2 kSF 5: > , �, fry$ ,�:r x EX. STRIPING TO BE • �{ * •*_ • 'Y • • .•. • .s'" .cT s ""` ».?L5 •€,r # •,`.r . `lW. E'ayk + '`C x -'s • • • • • • &► • E ys s S nra� h � �►,,�� . �, � � -• -. E r y� �� y�Fes- ��: .�&F REMOVED (TYP) � � � {3�r". �•Q1,,,,^j"„'... .t..+L6f'fiL✓��.��1.! . � � • # �.� ✓ k Y,.� •.,, y 'l' � ` �.+r;., li..r''•�s' : 0lvv/I �„i q: _ � C- • , (Jtow .• • O1 • tY . � _ .,7 •„• • •• ' • , • rw� \V �� V 61 a leo A 78 f,, REGON I. 11911 19 �9� 17 , N89'55'20"W 200.00 SS GG P' GR �h EXISTING PAV,�ME �g REMOVE PORTION OF BRICK R'M=184.44 '� W ~ W /� RETAINING WALL IN ACCORDANCE JE"=181.70 ,j - 'r ,�"� WITH ARCHITECTURAL PLANS -177-- W~- ( •• ° 0 0 01 3 0 N 0 ! CO N 11 Z / EX. STRIPING TO W - �-- 7 7 cn i / BE REMOVED ( 177 a I r- EX. STRIPING TO BE > REMOVED (TYP) '� o a o INSERT SHALL BE DIRTRAP, INLET OVERFLOW ULTRA DRAINGUARD w I I PROTECTION Lj OR APPROVED EQUAL E_- z 5 N SKIRT Z w w r O Z HANDLING STRAP EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCE: � Y « HANDLING STRAP W z ,`•, LL 1. SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY. > N 04 z 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR Q o N 000 c�� u; DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. REVIEW ESC NOTES. 00 N r' z LEGEND GRADING OF THESE ESC N W W o 2. THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UP 3. CALL FOR U11UTY LOCATES. Q z FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTILL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND �' N N z Z co VEGETATION/LANDSCAPING IS ESTABLISHED. 4. INSTALL ESC MEASURES AND MAINTAIN DUST CONTROL. SEDIMENT COLLECTION 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF TIGARD INSPECTOR. (ALL �..�.�.�J LIMITS OF DISTURBANCE 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND � w dN- dN- IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR TEMPORARY EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY VIOLATE APPLICABLE WATER STANDARDS. CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR EROSION CONTROL _--- -- -� CONCRETE CURB TO REMAIN DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.) • CATCH BASIN INSERT N , 4 THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING THE 6. GRADE SITE AS REQUIRED. 4 •� / � CONCRETE CURB TO BE REMOVED CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. N . NOT TO SCALE 7. CONSTRUCT SITE IMPROVEMENTS. c - 2 ------------ SAWCUT LINE 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR 8. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. EROSION CONTROL FEATURES CAN CATCH BASIN INSERTS SHALL BE INSTALLED ON ANY DOWNSTREAM CATCH BASIN WITHIN CONTINUED FUNCTIONING. BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 50' OF THE CONSTRUCTION SITE, OR ANY OTHER CATCH BASIN THAT HAS THE POTENTIALmemo �� , z TO RECEIVE SEDIMENT LADEN RUNOFF FROM THE CONSTRUCTION SITE. w PARKING STRIPE TO BE REMOVED 6. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 4# P E LO TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH 0 4 CONCRETE TO REMAIN 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT B ALLOWED LMUN CON T NOTE: 4 C01) r= •~" `' BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. CITY OF TIGARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE LO •'st =r'''�`: CET 0 BE REMOVED Approved by Planning UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. � ,•:, „:*,: ..�,.: CONCRETE E T a THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ..}•;�.4�.w •;a ®ate. ..�`" f�r ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY E � +, o VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE z s a Initials: A PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATIONCD . b � � vxN ASPHALT TO BE REMOVED CALL. BEFORE YOU ®IG: 811 IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN o �- �' c j CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i� GENERAL NOTES SW DURHAM RD 1, PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST SP-14 22'-O" 22'-O" N 811°55'20" W 158.85' ECONOMICAL INSTALLATION, mmk, snow 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES W • W,, W Q TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING W - UTILITY, REFER TO THE BUILDING ELECTRICAL AND PLUMBING b W • AND , TIONS SIZES • SERVICE ENTRANCE LOCA ❑ UTILITY DRAWINGS FOR , R , 3 24 - , r .. � dJ CIRCUITING. DTI.O DTI.O W 5P-02 5P-14 ® g'-O" 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH y SP-04 PAVEMENT. :� ti n • . M (Inn :54'-0" M ATYPM • LLI i •Y W y W .y D 'moi - - - - - -05 5P iq : ... A :� -06 AD-IIX]ST. ' • M 5 -Oq G M a. O r 11 20'X20 N �• M T--RAS H w - _ M p - m M M a'•. . M ..... . !�I N I <. M •: �� A. Typ. �, N O a a � M 5P-16 : . : -02 N -co s 5P-04 aEXISTING MCDONALD'S RRI� ' '0RESTAURANT 0 k 4,910 SQ. FT. (EXIST.) + 27 SQ. FT. (NEIN) �. :• � 18..x0" 5P-08 �' KL AICD WA 8-0" = 4,937 SQ. FT. TOTAL - _ C AD-12 .. '• '•. :.. it -0I _ ,d. OF ' -boa ?�` PAVING SPECIFICATION _ SP-04 -06 -08 2 N. J (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) Q: -a K I, 6p° 5P-Oq O z TVP. , . _.____. .,... .• ilk� :•• ' •;� . •:;'; t� ~ NOTEi MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TYP. ''...: :... ;'%.i 41 f4:'.. •. �- TEST AND/OR A CORE SAMPLE IF TESTS PROVE CORRECT, PER '.'' •% . m _ ': ti: by SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, i _ IL. C, 5P-I5 •••. «•:•, .. ..P-�2: e' ,�•.� :• t II � OTHERWISE, G.C. WILL BE CHARGED. B� y AD-34 .:•. `` t i-»' ;s.°' n AD-�DI LOT LIGHTING REC❑MMENDATI❑N ::�J 1 " •� h 8-O 600 -0 40 16 6 EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONALD'S CONSTRUCTION Ca ;::::: >::::::•:; - 2 :... E .. AD-05 AD-22 cn MANAGER IF CLEAN/RELAMP OR NO WORK DURING THIS 5P-15 PROJECT. 5P-20 41 5P-10 4-0100 5 60105512011 E 200.00' J � J o U O � w- N N (n 0 OL O c O 5..,, O CITY OF TIGARD 0 'c a a v (1) 0:5 N 0 o � o L. cc Approved by Planning ` 0 • - kY- SITE PLAN o oa3y: CL . ®ate' :� PARKING INF❑RMATI❑N o O�T L 50ALE: I"= 20'-0" ,�, 0 c 4) L c o L Initials: �, �, E�'o� �•°' 2 ADA 9'-0" X 18'-0" SPACES 0 90' � -a 5-a U +'TOTALo 0 5 10 20 40FT. PACES N c o o t+, O•cr CP a 2 9'-0" X 22'-0" SPACES 0 0' O 0 c�° S v c °' o 4j s -+ c 15 9'-0" X 18'-0" SPACES 0 90' N L m 0 o 0 12 PROJECT DATA SITE PLAN KEYNOTES ADA SITE PLAN KEYNOTES 27 9'-0" X 18'-0" SPACES 0 60' 2 Ec C) c v c 0 00 0 o X+_ � oroaci °�t � SITE AREA: 0.87 ACRES 5P-0I REMOVE EXISTING MEW BOARD 4 PROVIDE (1) NEW MENU BOARD AS 5HOWN. SEE DETAIL 5P-I6 REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEW CONSTRUCTION. RE-INSTALL AD-0I PROVIDE A NEW MIN. 36" WIDE CROSSWALK FROM THE AC-CE-55 A15LE TO THE EXISTING ROUTE � � � L " 10/DTI.I AND 2/DTI.O FOR EXACT LOCATION. EXISTING OR INSTALL NEW GUARDRAIL A5 SHOWN 4 PER DETAIL 13/501.VERIFY REUSE OF TO THE ADJACENT SHOPPING CENTER BUILDINGS. REGRADE PARKING LOT 4 PORTION OF o ~ o0-0 `o EXISTING PARKING: 50 STALLS(SHARED PARKING WITH SHOPPING CENTER) EXISTING WITH MGDONALD'S CONSTRUCTION MANAGER. EXISTING ROUTE AS NECESSARY TO ENSURE A SLOPE IN DIRECTION OF TRAVEL THAT DOES o" 0 O `o SP-02 REMOVE EXISTING CUSTOMER ORDER D15PLAY 4 INSTALL (1) NEW CUSTOMER ORDER DISPLAY NOT EXCEED 5.0% AND CROSS-SLOPE DOES NOT EXCEED 1.5%. ENSURE THERE 15 NO ABRUPT UTILITY INF❑R M A T I❑N � �o � � L � � PARKING REQUIRED: UNIT WITH INTEGRAL CANOPY A5 5HOWN PER DETAIL 6/DTI.2. SEE DETAIL 2/DTI.O FOR EXACT SP-I� REMOVE EXISTING BIKE RACK TO ACCOMMODATE NEW CONSTRUCTION AND REINSTALL PER TRANSITION TO ADJACENT PARKING. SEE CAVIL DRAWINGS FOR MORE INFORARMATION. °'�'`.2 o`0) "�' LOCATION. ENSURE SPEECH/HEARING IMPAIRED SIGNAGE PER DETAIL 7/SDI. DETAILS 16/501 4 12/501.VERIFY EXISTING BIKE RACK PROVIDES MINIMUM NUMBER OF o 0 a �, �' ,,O MINIMUM: '1.0 STALLS/ 1,000 50. FT. = 35 STALLS BASED ON 4,1151 5Q. FT. SIZE TYPE LOCATION c � a N �- E BICYCLE PARKING STALLS REQUIRED BY LOCAL JURISDICTION OR PROVIDE AND INSTALL NEW -02 RELOCATE BARRIER-FREE ACCESSIBLE STALLS (TVP. OF 2) A5 SHOWN,WITH A qb MIN. WIDE c 3 m � o MAXIMUM: 12.4 STALLS/ 1,000 50. FT. = 62 STALLS BASED ON 4,13150. FT. SP-03 INSTALL (I) NEW COMBINATION CUSTOMER ORDER DISPLAY/MENU BOARD UNIT WITH CANOPY o o0 0 :n `~ °'o O BIKE RACK. VERIFY RE-USE OF EXISTING WITH McDONALD'S CON5TRUCTION MANAGER. ACCESS AISLE BETMEN THE STALLS. ENSURE ALL SLOPES AT NEW PARKING STALLS 4 SANITARY SEWER EXISTING (4 o . o STRUCTURE BEHIND A5 SHOWN PER DETAILS 10/DTI.I 4 6/DTI.2. SEE DETAIL 2/12TI D FOR EXACT ACCE55 AISLE DO NOT EXCEED 1.5% IN ALL DIRECTIONS;REGRADE PARKING LOT AND 2 �� c a.,., BICYCLE PARKING REQUIRED: I STALL/ 1,000 50. FT. = 5 STALLS BASED ON 4,115-150. FT. SP-18 DEMOLISH EXISTING LANDSCAPING,CONCRETE PAD 4 CURBS 4 RELOCATE EXISTING GAS WATER EXISTING -- '3 y- C" µ- V LOCATIONS. ENSURE SPEECH/HEARING IMPAIRED SIGNAGE PER DETAIL 1/501. SEALGOAT A5 NECESSARY. ENSURE NO ABRUPT TRANSITION TO ADJACENT PARKING. SEE o 3 v METER A5 NE-CE95ARY TO ACCOMMODATE NEW GASH BOOTH ADDITION. SEE ARCHITECTURAL CIVIL 1?RAWINGS FOR MORE INFORMATION. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/501. ® -`v >,3 ° o PARKIN PROVIDED: 46 5TALL5(SHARED PARKING WITH SHOPPING CENTER) O STORM SEWER EXISTING •- ° N c 5P-04 INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/0TI.0. (OPTIONAL AT STRUCTURAL DRAWINGS FOR MORE INFORMATION. REPLACE!REPAIR CONCRETE CURBS, INSTALL NEW ACCESSIBLE PARKING STALL SIGNS TO BE MOUNTED WITH BOTTOM OF THE a� C O S n c,u_ o DRIVE THRU BOOTHS) PATCH 4 REPAIR CONCRETE PAD AT DRIVE-THRU A5 NECESSARY. SEE LANDSCAPING 4 CONCRETE PAD ADJACENT TO ADDITION A5 NECESSARY PER DEMOLITION M ELECTRIC EXISTING 00-- ar ACCESSIBLE REQUIRED: 2 STALLS (BASED ON 46 STALLS PROVIDED) 18/DTI.I � 20/DTI.I. NEW CONSTRUCTION. LOWEST AGGE551BLE SIGN AT 60 MIN. ABOVE ADJACENT PARKIN SURFACE (TVP. OF 2) PER � �c �+= o o t ani s DETAIL 6/501. VAN STALL SIGN TO BE LOCATED AT STALL WITH PASSENGER SIDE ADJACENT � a 3 w c .� :n GAS EXISTING 5P-05 INSTALL NEW GATEWAY SIGN PACKAGE A5 SHOWN. COORDINATE LOCATION WITH WL70NALD'S SP-Iq APPROX. LOCATION OF EXISTING SANITARY 5EWER LINE. FIELD VERIFY EXACT LOCATION 4 TO AGGE55 AISLE. PROVIDE NEW IN-LINE CURB RAMP A5 SHOWN 4 REFER TO DETAIL q/501 ACCESSIBLE PROVIDED: 2 STALLS �- CONSTRUCTION MANAGER TO ENSURE BEST V151BILITY FROM SITE ENTRANCE. SEE DETAIL PROTECT FROM DAMAGE. FOR MORE INFORMATION. SLOPE IN RUN DIRECTION SHALL BE 8%MAX. 4 CROSS SLOPE SHALL SURVEY INFORMATION < �- 8/DTI.2 FOR MORE INFORMATION. BE NO GREATER THAN 1.5%. TOP 4 BOTTOM LANDINC75 TO BE ENTIRE WIDTH OF CURB RAMP 4 - ZONING: G-G (GENERAL COMMERCIAL) SP-20 MODIFY/ INSTALL NEW CONCRETE RETAINING WALL PER STRUCTURAL TO AGGOMMODATE 5P-06 EXTEND 60 WITHOUT EXCEEDING 1.5% SLOPE IN ANY DIRECTION. BID ALT: REMOVE EXISTING PROVIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION;EXACT LOCATION TO MINOR GRADE CHANGE AT EXTERIOR PATIO. E ASPHALT A5 NECESSARY TO PROVIDE NEW CONCRETE PAD AT ACCESSIBLE STALLS AND BUILDING AREA: 4,810 5Q. FT. (EXISTING) BE COORDINATED WITH MGDONALD'S CONSTRUCTION MANAGER. PROVIDE 2" ANT TO GAf ACCE55 AISLE. ENSURE MAX 1.5% SLOPE IN ALL DIRECTIONS. 2150. BOOTH JUNCTION BOX. CONNECT TO ELEGTRIGAL 4 DATA SYSTEMS A5 NECESSARY. y3ly 4,g31 50. FT. TOT 5P-p� REMOVE EXISTING CONCRETE DRIVE-THRU LANES, ASPHALT,CONCRETE CURBING 4 LM05CAPE -03 REMEDIATION OCCURS IN AS NE-CE55ARY TO ACCOMMODATE NEW WORK. NEW CONCRETE PAYING AND CURBIN -O4 REMEDIATION OCCUR5 IN -02 OCCUPANCY: A-2 (EXISTING) THROUGHOUT DRIVE-THRU LANES AS SHOWN,PER MGDONALD'S SPECIFICATIONS. SLOPE TO DRAIN A5 NECESSARY. SEE DETAILS 2/OTI.I,3/DTI.I 4/DTI.I. -05 REMOVE PORTION OF EXISTING CONCRETE PATIO 4 BRICK WALL 4 INSTALL NEW 36 < " MIN. WIDE TYPE OF CONSTRUCTION: Y-B (EXISTING) CONCRETE SIDEWALK WITH A SLIP-RES15TANT BROOM FINISH. PROVIDE A MAX. 5% SLOPE IN 5P-08 GRIND ALL EXISTING ASPHALT 4 INSTALL A 2" ASPHALTIC OVERLAY. PATCH 4 REPAIR THE DIRECTION OF TRAVEL 4 A MAX. 1.5% CROSS SLOPE. ENSURE THERE 15 NO CHANGE IN 015TURBM AREA CALCULATIONS: EXISTING ASPHALT A5 NECESSARY. VERIFY EXACT EXTENT OF REPAIR WITH WOONALD'S LEVEL GREATER THAN 1/4" OR 1/2" WITH A BEVEL. REMOVE PORTIONS OF EXISTING CONCRETE Ea. CONSTRUCTION MANAGER. REPAINT ALL STRIPING A5 5HOWN. PAINT TO BE (2) COATS TRAFFIC 51DEMLK 4 INSTALL NEW PEDESTRIAN RAMPS TO EXTENT NECESSARY TO ACCOMMODATE TOTAL AREA OF DISTURBANCE = 31,836 50. FT. WHITE AT PARKING 4 (2) GOATS TRAFFIC YELLOW AT DRIVE THRU. PROVIDE NEW SITE 4 CHANGE IN GRADE. ENSURE A MAX. 6% SLOPE IN THE DIRECTION OF TRAVEL 4 A MAX 1.5% w CL d; z DRIVE-THRU STRIPING/SYMBOLS TO EXTENT SHOWN•SEE DETAILS SHEET SDI. CROSS SLOPE. PROVIDE TOP 4 BOTTOM LANDING5 60" DEEP X FULL RAMP WIDTH WITH A < X LEGEND PLAN SCALE 1• = 20' EXISTING IMPERVIOUS AREA = 33188 5Q. FT. MAX. 1.5� SLOPE IN ALL DIRECTIONS. PROVIDE EDGE PROTECTION® BOTH SIDES. INSTALL � D_/ :r 0 � POST GONSTRUGTION IMPERVIOUS AREA = 32,882 5Q. FT. APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. HANDRAILS ® BOTH SIDES OF RAMP THAT EXTEND 12" MIN. @ TOP 4 BOTTOM•SEE DETAILS � LL 5P-10 DESIGNATED PULL FORWARD PARKING STALLS 4 SIGNAGE PER McDONALD'S STANDARDS. EXISTING CONCRETE CURBING TO REMAIN/REPAIR ib/SDI 4 20/501. STREET ADDRESS `� EXISTING PERVIOUS AREA = 4,648 50. FT. 16200 SOUTHWEST PACIFIC HIGHWAY , STRIPING TO BE (2) GOATS TRAFFIC YELLOW. NEA CON CURBING Ap-pb REMEDIATION IN -02 z V P05T CONSTRUCTION PERVIOUS AREA = 4,1154 5Q. FT. 5P-II RELOCATE EXISTING LIGHT POLE TO LOCATION OUTSIDE OF NEW DRIVE-THRU LANES. EXTEND/ EXISTING CONSTRUCTION TO BE DEMOLISHED REMEDIATION OCCURS IN -02 CITY STATE 0 , RECONNECT TO EXISTING ELECTRICAL AS REQUIRED.SEE DETAIL 12/DTI.I. ,_, �° -08 REMOVE EXISTING BUILDING SIDEWALKS AND INSTALL NEW WITH A SLIP-RE515TANT BROOM TIGARD ❑R 0 SIGN LEGEND 5P-i2 REMOVE EXISTING 4 INSTALL NEW CONCRETE A5 NECESSARY TO INSTALL NEW 36" MIN. WIDE NEW STRIPING SLOPE IN THE DIRECTION OF TRAVEL AND A MAX. 1.5% CROSS FRONT 51DFJNAJ_K 4 MODIFY THE EXISTING PATIO AREA. SEE DETAIL Ib/SDI 4 20/50I. SEE � FINISH. PROVIDE A MAX. 5 0� L � 9� � � � „ ® FOR 51DEWALK AC-CE551BILITY REQUIREMENTS. REMOVE EXI5TIN FENCING 4 SLOPE. PROVIDE A 5'X5' LANDING WITH A MAX. 1.5% SLOPE IN ALL DIRECTIONS AT EACH �' z DOOR 4 CHANGE IN DIRECTION. ENSURE THERE 15 NO CHANGE IN LEVEL GREATER THAN 1/4" C❑LINTY v AO WELCOME GATEWAY SIGN (I NEIN) INSTALL NEW GUARDRAIL AT PATIO EDGE,AS 5HOWN 4 PER DETAIL 13/501. SALVAGE EXISTING EXISTING LANDSCAPING TO REMAIN N �s , ,«, OR 1/2 WITH A BEVEL. SEE DETAILS I I/SDI 4 10/5DI. WASHINGTON - � OB CUSTOMER ORDER DISPLAY W/ INTEGRAL CANOPY (0.0.0) (1 NEW) �. �. < x BRICK FINISH FOR REUSE AT RELOGA PATO RETAINING WALL. � C) � 5P-13 EXISTING LANDSCAPE TO REMAIN. PATCH 4 REPAIR A5 NECESSARY TO ACCOMMODATE NEW LANDSCAPING AD-0q REMEDIATION OCCURS IN -08 D- W � y SECTION TOWNSHIP RANGE, _� " m -1 2 GO OPO MENU BOARD (I NEWS DEMOLITION 4 NEW CONSTRUCTION. AD-I I INSTALL 5PEECH/HEARING IMPAIRED SIGNAGE ON EACH DRIVE-THRU G.O.D. 4 EACH DRIVE-THRU 15 S 1 W . H r " 5P-14 NEW LANDSCAPING TO MATCH ADJACENT 4 AS REQUIRED BY LOCAL JURISDICTION EXISTING CONCRETE TO REMAIN SERVICE WINDOW. SEE DETAILS 4 11lA4.4. PICTURE MENU,CLIPBOARD AND PENCILS ARE ? ,� { 1 O ANY LANE,ANYTIME SIGN ATTACHED TO GATEWAY BASE (I NEA) REQUIREMENTS AT DRIVE THRU LOCATIONS,ENSURE PLANTING WILL NOT INHIBIT VIEW OF DRIVE TO BE PROVIDED AT EACH DRIVE-THRU WINDOW. �- (N REGI❑NAL DWG. NO CORPORATE DWG. NO. O "PULL FORWARD" STALLS (2 NEN) THRU 51GNAGE FROM CUSTOMERS. :a NEW�,p �• AD-12 REMOVE ALL TRASH BINS 4 NEWSPAPER RACKS FOR INSTALLATION OF NEW CONSTRUCTION. Al2-402 � 101123 5P-15 REPLACE ALL CONCRETE SIDEWALKS ADJACENT TO BUILDING WITH NEW BROOM FINISH. SEE ENSURE NEW LOCATIONS ARE OUTSIDE OF REQUIRED DOOR MANEUVERING CLEARANCE: 60" � F COMBINED OPO MENU BOARD/GOD (I NEN DETAILS II/5DI 4 IO/SDI. DEEP X 54" WIDE WITH IS" CLEAR AT LATCH SIDE,AT EACH DOOR. SP - 2 036- 00952EXISTING LOT LIGHT (E) SANITARY SEYER AD-22 REMOVE ALL EXTERIOR SEATING. � CANOPY(I NEN Oe NEW LOT LIGHT AD-34 REMOVE EXISTING PUBLIC TELEPHONE. SITE PLAN LL LL LL01 IN RAD. (NPS EXTERIOR FACE OF BUILDING 4N SEE SITE PLAN _ RAIL AT GUARDRAIL PER DETAIL 14/501 CONTINUOUS RAIL S, 1 I/2" DIA. ASS GRADE B 51-O" VARIES 5'-011 (� m STEEL PIPE HANDRAIL SET BEMWED 001 MIN. 8% MAX. MIN. INTO GONG. PIER - 1•"per ► 1.5% MAX. OPE OPE 1.5% MAX. SLOPE - 1 5i. SLOPE 't �� PAINT SOLID VERTICAL SPACED AT 3-4 ------------- o - cl _ O.G. MAX. - SEE SITE PLAN (ANY DIREGTIOI�J (ANY DIRECTION) -=F=• }- YELLOW= FOR GUARD RAIL LENGTH ' (PM5 125) �y LANDING PER SITE PLAN SIGN #!41 p p _ IT RESERVED lu 1 RAMP Dov 1- i INTERMEDIATE RAILS - _ _z ? ONS Y :: PARKING 1/2"(P STL. BARS ® 4" p ° _ � ARROWS AND WORD5 CAN BE ARRANGED O.G. MAX. Q _ IN OTHER COMBINATIONS THAN TH05E % ILLUSTRATED HERE TO ACHIEVE DESIRED WRAP TO GUARDRAIL OR — — — — �� i l- 1-I- T -1 I� ELEVATION RESULT. G = oc ROUND ICN #3 o MP I TH 8� MAX. SLOPE 5 43 ACCESSIBLE � ,� I I I I I IIIAND I MAX. ORO% DIA. X IS" DEEP CONCRETE GWRB SECTION 4.6.4 OF THE ADAAG STANDARDS REQUIRES I (u I I lu K,*-8m GONG.PIER EDGE PROTECTION SL EACH AGGt-551BL� PARKING SPACE To B� I TYPICAL PAVEMENT MARKINGS 12 I I PAYING PER SITE PLAN. L —� L — � NOTE: SIGN #'14200 FINFOR IDENTIFIED WITH VERTICAL SIGNAGE. SDI PREPARE PAINT METAL �I� TE � SCALE: NOT TO SCALE PAVEMENT_MARKING.DWG RAIL PER SPECIFICATIONS- THE SIGN OESIGNATI PARKING 5P 5 N VERIFY COLOR WMaDONALD'5 ACCESSIBLE MUST DEPICT THE INTERNATIONAL 6-O PROJ. MANAGER SYMBOL OF ACCESSIBILITY (ISA). THE SIGN MUST € ALSO USE TEXT TO IDENTIFY THE SPACE AS Lu RESERVED. - HANDRAIL EXTENSION GUARDRAIL IN-LINE CURB RAMP DETAIL SIGN Irt 13 q � IT 15 RECOMMEND THAT THE U.S. DEPARTMENT OF 501 N _ 1 SDI 11 _ 1 N SDI TRANSPORTATION STANDARD R 7-8 SIGN BE SCALE: 3 - I-oil HANDRAIL_EXTEN510N.DWG SCALE: 1/2 - 1'-0" C�JARDRAIL SCALE: NOT TO SCALE IN._.L.INE_CURB_RAMP.DWG MOUNTED IN FRONT OF AND CENTERED ON THE 12'-6" PARKING SPACE. 04 I-1/2" DIA. &ALV. PIPE STATE AND LOCAL CODES MAY HAVE VARYING : 1 : l 1 1-1/2 PAINTED D REQUIREMENT5. 50ME STATE OR LOCAL CODES STEEL HANDRAIL REQUIRE AN ADDITIONAL SIGN THAT INDICATES A FINE AMOUNT FOR PARKING IN THE RESERVED SPACE n cn 2,�„ EXISTING VARIES,SEE SITE PLAN WITHOUT PARKING REGISTRATION. FINE AMOUNT MAY � SIDEWALK VARY. MIN. I 1/2' IN R TOOLED LANDSCAPE AREA EDGES,TYP. PER SITE PLAN EACH VAN AC-CE551BLE PARKING AISLE 15 AL50 E I E. f , ► ��f J U) WELDED STEEL DOWEL REQUIRED TO BE IDENTIFIED WITH A SIGN WITH THE . TEXT, "VAN AGCE551BLE" MOUNTED BELOW THE ISA. IT € m 15 REQUIRED THAT A SIGN BE USED TO DESIGNATE KLA EACH VAN AGGE551BLE PARKING SPACE. D, A OLn " .. PAINTED INTER STEEL TES. - THE VERTICAL SIG NAGE 15 REQUIRED TO REMAIN s PIPE RAIL L THE 5P T 15 lG PARKED IN AGE. I VISIBLE WITH A VEHICLE GO BL CONCRETE F :•::-... -, :: RECOMMENDED THAT THE BOTTOM EDGE OF THE m OOTING IG SITE P .:: . ... .. . ...: . .. •:,.•: :•'.....-:: :�-,.; . TYPICAL LAN N 1 N 11 11 WEL / 5TEE1. DOWELS LOY ST ADAAG REQUIRED SIGN BE MOUNTED AT 60 : . .N 1-6 V2 DIA. X b YE FINISH GRADE THE PARKING SIGNAGE MAY G ABO 8055 PIN IM 2 N A OR BUILDING.ING. I I BE MOUNTED O WALL ALSO ._ 11 NOTE: - . I 1 m 112 NTH FINISH. II 2 CONCRETE WI BROOM T T i5 GG ...... VIDE CONTRACTION JOINTS A I. PRO THAT THE HORIZONTAL 1 IT RECOMMENDED HOR AL E ESH 15 RFIN YVITH FIBERM FORD IN AND EXPANSION JO T5 AT 75 GG NT TO THE FRO 510 FROM THE SIGN PLACEMENT 5 REQUIRED N OIMEN N A QU RED B WOE EOR TO ACHIEVEATE 501 ADEQUATE L 4 COMPACTED LAYER OF N SPACE � b O OR E55. IF THE SIGN 15 OF THE L RING. SEE '. BEA SPIFFY DTI.O • 2. ENURE A 5� MAX. SLOPE IN THE 5UBGRAi)E ATERI WRAP HA APPROVED M NDRAI A� L AGED BY TED Y�HERE IT COULD BE DAM VEMAX. LOCA TION OF TRA AND 1.5� M DIRECTION L A5 SHOWN,A5 NECESSARY VEHICLES, A BOLLARD OR OTHER PROTECTION 15 Ilk CROSS SLOPE. RECO NOTE: ALL TEXT AND ARROW SHALL BE PAINTED YELLOW(PM5 125) UK PAINTED DRIV E TH RU WITH ARROW ACCESSIBLE PARKING SIG NAGE NTE BIKE RIBBON NRA AI I DEWALK AT LANDSCAPE 16 O CK DETAIL 14 HANDRAIL �� GUARDRAIL Io S b2 501 50ALE: NOT TO 50ALE BIKE RACK.DWG 501 50ALE: I" = I'-0" 0-061_108_HANDRAIL_GUARDRAIL.VM- SCALE: I501 " = I'-O" LANDSGAPE_SIDEWAL.K.DWG I SCALE: NOT TO SCALE AGGE551BILITY_51GN.DWG 501 50ALE: NOT TO 50ALE PAINTED�IVE_THRU.DWG • V U � v J 51-01, X 51-01, MIN. 02 4 .25 LANDING. 1.5% 8" EXP. JOINT BACKER ROD VARIES 5" 15 LB. BOND = .L a a v ° U MAX. SLOPE IN n. ° o N �' 4 Q ALL DIRECTIONS SANT BREAKER o v 0 R I" oo v a 3 � a .9 1.5% SLOPE MAX. ASPHALT :° ° 0 0 a T.O. FRN. PAVING O o o c o y ,_ vto•� p ° c Mo- T.O. SLAB UCOO— ° c t � �41 ° O ° oma cli Q FOUNDATION I = . . °..� j+; CL EXISTING Q PER 5`I` CTUi. :.::: :. _ •, o o _ G MCDONALD'S 4 GOMPArGTED &Q � HANDRAIL AT 34" - 58" 11 '',:': o -� c ° o RESTAURANT LAYER OR -� J ° L ABOVE SURFACE OF RAW ONE INFORMATIONAL SIGN SHOULD BE MOUNTED AT v 4 SUBGRADE MAT�IA L EACH ORDER STATION TO PROVIDE DIRECTION FOR ,y"_- o•�°-, c 0 o 6" HEARING AND SPEECH IMPAIRED CUSTOMERS. THE _ a=N c a`oi PER 14/501 4 11/501. °w Q 4 BARS® 48 O.G. MOUNTING LOCATION OF THIS SIGN 15 NOT SPECIFIED O N 'o L- o - aci Q ORDER STATION BY THE ADA. N c v� a w ,E 93030 " 5 ° v v- a V Q CONCRETE;RFINF. oN Lo W/FIBERME5H �, v c s,o m o m v10. NOTES: 0 3 0 v o EXISTING J 1. PROVIDE CONTRACTION JOINTS ® 15' GG 4 EXPANSION JOINTS -i51 CO ® � �0 o �N q)0 Q < N a� ' N ' a� o Q McDONALD'S A NOTE: ALL TEXT SHALL BE PAINTED YELLOW(PM5 125) � a� o L_4-0 0 z C CO 1 N 1 N X 5-O' I Q RESTAURANT Q a'3`� 5-0MIN. z ...? Q Q LANDING. 1.55 r� . MAX. SLOPLQIN Q � ? x "THANK i�ALL DIRECTIONS Q � _ � 11 BUILDING SIDEWALK � SPEECH/ HEARING IMPAIRED SIGN @ C.O.D. 5 PAINTED THANK YOU c - O SDI 11 501 SDI 50ALE: NOT TO SCALE PAINTED_THANK_YOU.DWG � 7 t �� SCALE: I 11-00 51DEhIALK.DWG SCALE: NOT TO SCALE SPEEGH_51GN_GOD.DWG 4 11/2 < E AANAAIL AT 54" - 58" ' MIN 11 MIN. 4'-0" ABOVE SURFACE OF.RAMP Q qll Q Q I I/�Q211 11/2"PER 14/501 I-/501. GLR. d Q I 5b'G�+IIN. MIN. Q 4 11/4" - 2" Q Q Q 4 - GLR. Q . Q Q Q Q © Q 15' 11/4" - 2" Q Q Q • � ° ° a - _ � ' - a. a Q 611 � {,� Q Q Q GUARDRAIL AT 40" Q v BICYCLE PARKIN DESIGN REQUIREMENTS: Q Q � Q A Q ABOVE SURFACE OF Q Q RAMP PER 13/SDI. 10 Q 12'x" Q Q VERIFY E)CAGT LOCATION WITH M�DONALD 5 CONSTRUCTION = �j z Q 4 MANAGER. _ �- 4 • - Q Q Q 21_611 Q Q Q I. V AEN POSSIBLE,BICY�LE PARKIN SHOULD BE PROVIDED UNDER- �t ' 4 (-1P) ----- ----- ----- -- Q COVER. Q d z �- Q + r GUARDRAIL AT • ' Q Q i i i i i 2. AHEN �,BICYCLE PARKING SHALL HAVE ;AVERTIGAL A/111 /►t2/1�/!_ �,` •'" 'T�/ /"�U�/1(L. 4 Q Q i i i i Qi i 2'-6" WIDE X 6'-O" LONG GLEA OF SEVEN FEET. 0 x D 4ZAGE 00 Q Q Q -� i i Q i i i MIN.,BICYCLE PARKIN Q /� 5. PROVIDE AN ACCESS AISLjOF A�`LEA5T 5 WIDE BESIDE 'OIR R RAMP PER ti Q i i i i i i Q CLEAR SPA�G� BE1Y�N EACH ROW OF BICYCLE PARKIN. Q �" z i3/501. Q '� i i i i i Q Q D 51-0" X 5'-0" MIN. i i Q i i i i z z � 1� 4 LANDING. 1.5 Q Q INTERNATIONAL SYMBOL OF AGGE551BILITY D 4. EACH �IREO BIGYC PARKIN•SPAGV��T BE ACCESSIBLE 4 * ` I I I - I WITHOUVMQVING ANOTHER BICYCLE. MAX. SLOPE IN 4 i i �] i i i i 4 Q Q n Q) � a ALL DIRECTIONS �Q•� Q ----- ----- ----- ----- ----- � NOTE: V-O." X V-O" MIN. Q I. USE PAINT Y iIGH CONTRASTS LAN11 1.5� Q ' Q 4 WITH BACKGROUND (YiITE ON BLUE Q MAX. SLOPE IN Q Q 2. TH15 51GN TO BE FURNISHED AND 4 ALL DIRECTIONS Q Q ' INSTALLED BY G.G. 12-402 -� 1 CITY OF TIGARD RAMP DETAIL RAMP DETAIL BICYCLE PARKING PLAN DETAIL PAINTED SYMBOL OF ACCESSIBILITY Lu S D 1 uu � 20 Ib 12 Approved by Planning 4 � SDI SCALE: 1/A 11 = 11-0" 501 50ALE: 1/4" = 11-011 501 SCALE: 1/4" = I'-0" ,�/� SDI 50ALE: NOT TO 50ALE AGGE551BILITY_5YMBOL.DW& SITE DETAILS Initials: GENERAL NOTES: U- u G � I. THE LOCATION AND ORIENTATION OF 3. PROVIDE TWO CIRCUITS FOR MENU MENU BOARDS&=RE DETERMINED BY BOARD. ONE CIRCUIT FOR LIGHTS AND THE SIGHT LINES OF THE GARS SHOWN. ONE ONE CIRCUIT WITH LOCK FOR THE GARS WERE POSITIONED MOTOR AND CONTROLLER. ACCORDING TO THE MAX. AMOUNT OF GARS DURING A PEAK PERIOD. ALL DIMENSIONS 5HOWN ARE BASED UPON PROTOTYPICAL LAYOUTS 5HOWN. 4. ALL GALVANIZED ANCHOR BOLTS TO BE ACTUAL DIMENSIONS TO BE BASED ON SUPPLIED AND INSTALLED BY THE SITE SPECIFIC CONFIGURATIONS AND THE CONTRACTOR. REOUIREMENT5 OF NOTES 2 4 5. CL 2. MENU BOARDS ARE ORIENTATED FOR S. CONTRACTOR 4 516N INSTALLER TO VIEWING BY GAR 5A AND GAR 5B INSTALL ALL 516N5 PER MANUFACTURER (PRIMARY USERS) 4 GAR 6A AND GAR INSTALLATION INSTRUCTIONS. bB(SECONDARY USERS). c� CITY OF TIGARD Approved by Planning Date: Initials: JC DRIVE-THRU GENERAL NOTES DTI.O SCALE: _ DT_GENERAL_NOTES.D N &4055'20" W 158.85' N W55'20" W 158.85' > B 1 B Ip E M s s a 4 1 n 22.-0 -221-011 :v v •v .v D 3 (HOL (HO3 ) 2�0 0 �' �' HE 1 E. , C f� .y 0 .� HIGLE DETECTOR .Y O - . SEE -� '. DOP'`TYP L I'-3" q 11 111 1' DETAILS 18 DTI.1 4 1'{_II11 IQ1��II IQ_1 �+ GI_8" (1_511 151_611 1111 5�-/111 1Ol_Q�I 51_511 ' I_G11 L / tj 4 1 V J V V V 20/DTI.I. CL d d z NEW GATEWAY 516N. C CUSTOMER ORDER a° d._f` d. SEE DETAIL 8/DTI.2. , a DISPLAY. SLS \� ° 5B ° ° ...:.. O ° ° ,, t ' ° 1 a DETAIL 6/0TI,2. ° d 1 #�? ° d 4 y ° a• n A . OPO MENU BOARD. n 8' d . ■� IN r - d I'I - � E DETAIL 10 TI.I. 21, I I' SE L /D 6 � RI �a 1— a 6 4 6 �J R a d ..... _.. d d , G G- u. tr A -v - J a� -v n - -- A6A PIZ a d a v °. - v •�V L -•'A'• 9 V) O c R=46-6 I I ,. .. ....r, : ... I' •O 0-0 as o 0 f. c a� .,� .. � 1�131 , �. •I` I c cv o � v O GOMBINEO OPD MENU d � � ° v c 4° •, BOARD/ GOD.SEE °' aoi•; DETAIL IO/DTI.I' NEA CANOPY- SEE -v s v •v,a DETAIL / .2. ... o -v 3 v EXISTING p U t v� DOQ� 0 20'X20 :.., -N ` ti E: LSTIN� d ` v o E :;':TRASH d i ° .................... V O T `T c v 1 1 QOC4-0 20.,X20 TRAM H a ° . c v ,_ d v y'~ y d C O :.. ° V) O V C E ............. .......... .................. ......... . :, N C.UO .: o o :.: A R .... C ;i. .. .. a� t� rn CA A C 58'_I I II 14'_8 " d ° e• No � r°n �vtoi '4 #1 1 OT ( � O� L O j `` J 0; I— a3� c� v�i2, 1_ II p i7 2-O d `� REPRESENTS CENTERLINE d • d °a d °a : ' • OF i VE THRU ANE : DR L _ m PLACEMENT NOTE: THE PLACEMENT OF ° ip THE CUSTOMER ORDER DISPLAY ..."... . ....... ..-.'....- � SHOULD BE THAT IT DOES NOT BLOCK •, 'aa THE VIEWING OF THE MENU BOARD a s : FROM THE DRIVER'S VANTAGE POINT. °. I UI REPRESENTS CENTERLINE ° A �' a OF OPERABLE; PANE AT d <: GASH BOOTH WINDOW . McDONALD'S ° McDONALD'S RESTAURANT ° ° ° Q RESTAURANT a e,. z a d 4 d (A H 4 A 1 4 Q a d d Q 44 •-) x aa� 6 ° ° e ° ° ! i A ° Z ul °a '• a° Q) s .................-. •• U`! X3`1 .° . ° , c ' d''. A 12-402 #1 Og2b 3 DRIVE THRU APPROACH - DIMENSIONS 2 DRIVE THRU APPROACH - SIGNAGE t D T 1 90 DTI.O 51-ALE: I" = 10'-0" DTI.O SCALE: IN = 10'-0" DRIVE; THRU PLAN NOTE: NOTES: , L NOTES -DESIGN CODES -TOP OF PIERS 5HALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. NOTES: IBC 200a -ANCHOR RODS, NUTS 4 WASHERS SHALL BE 5HIPPED A5 AN A55EMBLY FROM THE 516W L16HTIN6 I. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 6. DETECTOR LOOP MATERIAL: ASCE 1-05 MANUFACTURER. I. G.G. To COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE 2. CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. INSTALL PER MFR PVC TUBING 1/2" Ip, 100 P51 LOOP MADE FROM ONE LENGTH OF THIN AGI 318-06 516N SUPPLIER. RECOMMENDATIONS. FOURTEEN GAUGE STRANDED WIRE. LEAD-IN 15 PRE-TWISTED AT FACTORY. AISG 13TH EDITION 3. SEE SHEET DTLO FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR I. DETECTOR LOOP CONSTRUCTION: AVMS 01.1 HEAVY 3/4" HEX TOP NUT 2. GENERAL CONTRACTOR To INSTALL PRE-FORMED,PRE-WIRED VEHICLE DETECTOR LOOP. DETECTOR LOOP. FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS A5 -WIND SPEED -- 150 MPH,3 SEG GUST (GALVANIZED),2 PLS 3. #12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. DETAILED. WIRE LOOPED, FORMED 4; PIGTAILED AS DETAILED. -EXPOSURE G BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. S. DETECTOR LOOP MANUFACTURERS: -DESIGN LOADS DERIVED FRAM 'TI-IESE GORES AND FORGES: 2"x2"xI/4" PLATES DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWING COMPANIES OR AXIAL LOAD -- 850 LOS 4. ALL UNDERGROUND CONDUIT FOR AURID TO BE P.V.C. NO METAL ALLOWED. (GALVANIZED),2 PLS E�'�-• SHEAR FORGE -- 3638 LBS 5ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED BY THE CONTRACTOR 3M: 1-800-328-0033 OVERTURNING MOMENT -- 20,261 LB-FT HEAVY HEX LEVELING NUT f . . z HME: I-800-846-4466 -4)5E CONCRETE WITH A 3000 P51 MINIMUM COMPRE551VE 5TREN66TH 0W (GALVANIZED) I I -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND To FROST DEPTH A5 DETERMINED BY ' LOCAL JURISDICTION. 4" 4" -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. 3/4" 0 HOT DIPPED I I v -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2). GALVANIZED ANCHOR RODS BUILDING WALL 1-1/2" PVC CONDUITS TO BUILDING FOR: -ALL REINFORCING STEEL BY GENERAL CONTRACTOR I Z f -- • OOP DETECTOR 4 AUDIO CONCRETE CURB DATA GABLE 1/2' PVC 5LELWE I I - DETECTOR LOOP 112N STEEL FOR GOD POWERIT TO BUILDING I - - f - DTI.I -- NOTES.DWG 2'-0" TO 2'-b' GOD P05T FOUNDATION N - A SLOPE TOP TO 5HED WATER I I 11/2" PVC SLEEVE FOR DETECTOR LOOP I EXISTING Poo DETECTOR Zp = - - - - " 11 " 1 ( I2'-0" (MIN) 0 � < LOOP = FINISHED m 2x2 xI/4 PLATE 2'-0' TO 2'-6" LANDSCAPE � i i ice, :-,•� . CRAVE 5-0 riv I E_: DETECTOR HEADED ROD r TRAFFIC 90° LOOP 6"x IS" CURB < ll TYP. 1 UNDISTURBED SOIL ' FLOW ANCHOR BOLT WIDTH OF DRIVE-THRU LANE NOTE: 1 1 GL/ TRAFFIC (6) 3/4" DIA ANCHOR RODS SLOPE CONCRETE PLAN FLOW -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. AWAY FROM BLDG. 11 ' -ANCHOR RODS, NUTS 4 WASHERS SHALL BE 5HIPPED A5 AN SLY FROM THE 516W LIGHTING I/4' PER FT. ' I I/2 PVC SLEEVE IN D/T SLAB FOR CONCRETE CURB MANUFACTURER 4�OgD VEHICLE DETECTOR LOOP -DO NOT OUT ANCHOR BOLTS AFTER INSTALLATION OF POLE WIDTH OF DRIVE-THRU LANE E ' I E. C PLAN a PAVEMENT - 2"x2"x{/4" STEEL PLATE : J BUILDING II 2 MAX. LEAD IN WIRES = - - - - - Q CONCRETE SLAB " >I ELEV. 0'-0" I KLAN©,WA NO. 3 TIES, 10 G/C (3 IN 'OF OVffl COD P05T 4 FOUNDATION TOP 5 INCHES) SUPPLIED BY GENERAL CONTRACTOR CONCRETE CURB a CONCRETE CURB 4. (4) 10'-10" #5 BARS (EQ. ELECTRICAL CONDUITS FED ` y «:` z FOUNDATION WALL PAVEMENT - �'� . ..- SPACED) SUPPLIED BY THROUGH HOLE IN BASE PLATE -- - .:I:,. CONCRETE PAD - " SECTION 2" MAX. G�fNERAI.. CONTRACTOR 611 ELEV. -0'-I" 3/4 4) NUTS HDG (2PL5) 11 FOUNDATION 2"X2"XI/4" PLATE NOTE: DETECTOR LOOPS AT PRESENTATION AND _ CONCRETE TION ORDER „ WINDOWS ARE OPTIONAL. 11/2 PVC SLEEVE FOR VEHICLE - GG To INSTALL PVC SLEEVES TO FACILITATE P0551BLE DETECTOR LOOP m PATCH 4 REPAIR CONCRETE FUTURE LOOP INSTALLATION. �� " 2X2 14 LING PLATE X LEVE LA / CURB A5 NECESSARY WHERE ., SECTION ( _ :__ _......:......:. --..... ( � 3/4' 4) NUT HDG APPLICABLE.) B - DT WINDOW DETECTOR LOOP A - C.O.D. DETECTOR LOOP ,:..: I I v� 24 CL DIA. J ° '0 v I� DETECTOR LOOP DETAIL OPO MENU BOARD D/T CONCRETE PAD J � ' ° °�- IV IV =•N l0 2 ° L. DTII DTII DTI.1 11 I 11 L a d y 0•�.U=F+ SCALE: NOT TO SCALE DETEGTOR_LOOPDWG 50ALE: NOT TO SCALE CONNECTION DETAIL , : 1/4 = I-0 GONGRETE_PAD.DWG N o 0 o.�� 2-0 v' (4) IN 0 ANCHOR 2'-0' LOCK NUT o �v ° ao BOLT IN5TALLED ON #4 CIRCULAR TIE STRUCTURAL NUT o c w 3 N o a, (8) #5 VERTICAL z PLATE WA5HER(PER , o a N 0 L � a KEYNOTES A 10 I/2" BOLT _ II-611 v o • a {' ELECTRICAL EQUIPMENT ITEM 215.02E5 IN PRESENTATION ❑ 1 1/2' PVC CONDUIT FOR REMOTE LOOP DETECTOR 4• GOD CIRCLE REINFORCING BAR LIGHT POLE MFR) o aci E Of 'o F 1-1 BOOTH. PROVIDE 2" HOLE 4 GROMMET IN .UNCTION BOX AUDIO GABLES. EC TO PROVIDE 3 PULL STRIN65 IN51M A A pi , � o � � o� ° o•�'°' " J LIGHT POLE BASE NOTE: SLOPE PAVEMENT TO FOLLOW LOT N o c-° 3+' Ev COVER PLATE FOR P05 DATA GABLES. PROVIDE 2 1/21C, CONDUIT. o _ n n PLATE 0 r ° c ABOVE CEILING. - - :fl 1 1/211 �v ° _ o ,`. o o FOR DRAINAGE " n #4 CIRCULAR TIE s t o ° ° ° c OPTIONAL DRIVE-THRU WINDOW RETE OOP ORDER Pol I I/2 G FOR GOD DATA GABLES. EG TO PROVIDE 3 PULL GTOR L FORD 4 STRIN65 INSIDE CONDUIT. WITH A 21' (MIN) LAP a 2 (2) I" PVC CONDUIT— ' N °� - ° ❑ PRESENTATION WINDOWS - SEE 14/DTI.I. G.G. TO INSTALL PVC, cH,�sEs I I I I I I I SPLICE o = U a N o 0 o SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. rt CONDUIT FOR GOD LOOP DETECTOR,ELECTRICAL EQUIPMENT " n _ _ _ I _ - ASPHALT PAVEMENT s a N F ITEM 21 .1{EI* - SEE 14/DTI.I. 3 GLR. TVP. _ — - - - = o �' ,- o r SLOPE TOP OF _ - ❑3 ELECTRICAL EQUIPMENT ITEM #215.02E4 IN ORDER/CASH BOOTH. 11 --L - u= --I� u - FOUNDATION I/4" PER •�" °'' o PROVIDE 2' HOLE 4 GROMMET IN JUNCTION BOX COVER PLATE I/2 G-2#12,POWER FOR MENU BOARD ILLUMINATION. 3" GLR. •�P. I I I . .. I I '� ° �' ° FOR P05 DATA GABLES. PROVIDE 2 12"G ABOVE GEI TNG. ❑ POLE BASE - PLAN VIEW I 1 FOOT TO SHED WATER a N °'.� / L CIRCULAR TIE DETAIL ORDER HERE' CANOPY LIGHTS. SCALE=3/4" = 1'-0" - o•o 8 Co PROVIDE STEEL CONDUIT AND CONDUCTOR PER P05 GOD 11 1 PLATE WASHER(PER c C j j SCALE= 314"- 1'-0" ❑ Fq1 LIGHT POLE MFR) ° 0 0 ISOLATED DEDICATED CIRCUIT DETAI 12" -2#12 # LIGHT POLE BASE O N TOP O F o ° L�-- (CD 00 / L / G2 LEVELING NUT �' v c t o y �° 1#12 SABOUND 4 1#12 ISOLATED GROUND. PROVIDE 1615 PER LIGHT POLE FOUNDATION Q SEE LIGHT POLE c " c� c GOD. BASE ON TOP Of ® SCALE = 1 1/2" = 1'-0" 5 �" •v o 3 c A'v o v WITH HI-TECH FIBERS ° 2 _,_, FOUNDATION DETAIL REINFORGMENT,SEE SITE ® ° �'' N 0 o DE516N CRITERIA: PLAN FOR LOCATION QCH, y a vi•`-' " AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, a 3,o c c N iy I LOCK NUT LUMINAIRES AND TRAFFIC 51GNAL5, FIFTH EDITION, 200�t 4 COMPACTED GRAVEL z I 11• I� (8) #5 VERTICAL STRUCTURAL NUT FOUNDATION DESIGN PARAMETERS: o • "r1'I IIS CEILING CEILING Q z �11LI REINFORCING BAR PLATE WASHER(PER I. MAXIMUM LIGHT POLE BASE REACTIONS: _ (2) IN 4) PVC CONDUIT LI6HT POLE S 0 (s) N BASE MOMENT = 16,845 LBS-FT � � � � t (4) 111 (P ANCHOR BOLT MANUFACTURED BASE SHEAR = X118 LB5C5 114- LP-I 11 I #4 CIRCULAR TIES LEVELIf� NUT 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH 3 DRIVE THRU PAD DETAIL CP 2{5.02E4 2{5.02E5 DTII � IN IA 3 I II I: I�: 3. MINIMUM REQUIRED 501E PARAMETERS: 50ALE: 1/4" = 1'-O" DRIVE-THRU_PAD.DWG S DE I o 0 0 `. : 1 II I I: =.. '7777 0 COHESIVE SOILS: OUTSIDE 4 8 5 II I� _ - SHEAR STRENGTH = -150 LM/I=T. s /� ` - ` '- :II I�I I II 4•. .. - ••••-•• - 4 - 6" MAXIMUM DEPTH OF P15TURBE12 SOIL OR TOP 501L GOD 6 :`' '' ':: ` GOHESIONLE55 SOILS: Q Q : •. I I // ` ANGLE OF INTERNAL FRICTION = 2'i DEGREES 611 OPO MENU- -it FIN15H GRADE BY MERCHANDISER BOARD 211.1 IE1 21"N IEI J I" 0 ANCHOR BOLT - WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE L�APER R I" 0 s FOUNDATION , 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL TOP OF PAVEMENT 2 2 v I I _ _ 2"X2"X3/8' PLATE ROUGH GRADE BY TRAFFIC ( " 4. THE SOILS REPORT SHALL BE REVIEVIED BY THE ENGINEER of RECORD TO CONFIRM THAT _ _ z WASHER W/ I 1/I6 0 G.G. FLOW 6 IL.;' II''. THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN 15 USED. IF HOLE TO BE EMBEDDED THE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DE516N SHALL NOT BE USED. -._--.- . —� IN FOUNDATION - 4 9 8 4 11 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REAGTION5 AND VIE-516N WIND �u ` II II BOTTOM NUT FOR 1 SPEED FOR THE LI6HT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM - � � II II A ICHOR BOLT DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF - - - 1 U) ' x D THE MAXIMUM DE516N LOADS OR WIND SPEED HAVE BEEN EXCEEDED. " LOCK NUT � � �� 3 GLR. #4 (CONTINUOUS) -� I 1I IC , 6. TH15 FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE OL05ER THAN 8 FT �E K Ly z , Ih FROM A RETAINING WALL. Z � .D I ( d- '?. THI5 FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPE NOTE: PROVIDE EXPANSION 11 7 � EXCEEDS 4 INCHES PER FOOT. JOINTS® 20'-0" O.G. (MAX) - ' (� � 11 6 NOTES: _ 1 " LI V�Iy�L OTE I SECONDARY I 2-0 ANCHOR BOLT D ETAI L „_ I. CONCRETE GOMPRE551VE STRENGTH (F'G) SHALL BE MIN. OF 3,000 P51 = 19E-BY-SIDE m SCALE= 1 1/2 - 1-0 VE-THRU 2. ANCHOR BOLT5 SHALL BE ASTM F1554 GRADE 55, HOT DIP GALV. PER A5TM F2324 VI EW A-A 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 A 12-402 -- #1 Og2b SCALE = 1/2" = 1'-0" 4. NUTS SHALL BE HEAVY HEX A5TM A_%5 GRADE DH, HOT DIP GALV. PER A5TM A155 2O DRIVE-THRU SITE WIRING DIAGRAM 12 LOT LIGHT FOUNDATION . SHALL BE ASTM A572 GRADE 50, HOT DIP GALV. PER ASTM AI53 4 G" X 18" CURB SECTION D T 1 1 In 6. LOOK NUT SHALL BE HOT DIP QALY. PER ASTM A153 DTIIDTII DTLI SCALE- NOT TO SCALE _- SITE_NIRING.DW6 50ALE: LOT_LI&HT_FOUNDATION.DWG SCALE: I/4" = I'-011 DRIVE THRU DTLS LE LE F � 6" DIA. CONCRETE FILLED P05T O TOP OF PAVING QL PRIMARY SIGHT LINE VIEWING AREA <. OF GAR IN MOTION. 300 01 6MAX. ROTATION OF HEAD BEFORE DISCOMFORT. PLANTIN SEG O 5 D/T POST DETAIL I VEHICLE SIGHT LINES DTI DTI.2 c SCALE= NOT TO SCALE DT_P05T1�W6 SCALE: NOT TO SCALE VEHIGLE_51GHT_LINES.DWG 2 � NOTE: AXIAL LOAD -- 1560 LBS NOTE: � SHEAR FORGE -- 2600 LBS -DE516N CODES OVERTURNING MOMENT -- 15,800 LB-FT -TOP OF PIERS SHALL BE SLOPED SUCH THAT M015TLRE CANNOT > a a a IBC 2004 MAXIMUMS AT POLE BASE ACCUMULATE. 1 ASCE 1-05 -USE F1554 GRADE 36 BOLTS MINIMUM 1/2 HEIGHT LOCK NUT AGI 318-06 •USE HOT DIPPED GALVANIZED BOLTS (GALVANIZED) A150 13TH EDITION -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH A150 CODE OF HEAVY HEX NUT AWS 01.1 STANDARD PRACTICE (GALVANIZED) -WIND SPEED -- 150 MPH,3 SEG GUST -ANCHOR RODS,NUTS $ WASHERS SHALL BE SHIPPED AS AN -EXPOSURE C SLOPE TOP TO ASSEMBLY FROM THE 516W L16HTIN6 MANUFACTURER PLATE WASHERS PER -DESIGN LOADS DERIVED FROM THESE SHED y,�, -DO NOT GUT ANCHOR BOLTS AFTER INSTALLATION OF POLE • (GALVANIZED) n T, 0\1 C. , .� GIS CODES AND FORCES' HEAVY HEX LEVELING NUT AXIAL - 1560 LBS ................................................. 3'-0" DIA. SHEAR -- 2800 LB5 ,, I .�.. (GALVANIZED) MOMENT -- 15,600 LB-FT FOUNDATION ' HK r ND,WA -USE 3000 P51 CONCRETE GOMPRE-551VE II" 1" 0,GRADE 36,HOT FINISHED DIPPED GALVANIZED �O -PIER DEPTHS GREQUIRED ARE MINIMUMS. LANDSCAPE ~ '� . ANCHOR BOLT ALL PIERGRADES TO EXTEND TO FROST DEPTH A5 DETERMINED BY LOCAL co JURISDICTION. a- -TOP OF PIERS SHALL BE SLOPED SUCH m 2"x2"x1/4" PLATE - THAT MOISTURE CANNOT ACCUMULATE. :• '` ...... SLOPE TOP TO - OWAB 50! ... MINIMUM ALL LE LATERAL L BEARING PRESSURE 100 PSF/FT OF SHED WATER > ` DEPTH (x2) ANCHOR BOLT -TOP 6 OF 501L NE6LEGTED IN 3" MIN. COVER EMBEDMENT DEPTH CALCULATIONS NOTE: (EMBEDMENT DEPTHS SHOWN ARE FROM & -TDP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT -PROVIDE A MINIMUM OF 3" CONCRETE Q p : ACCUMULATE. COVER FOR ALL EMBEDDED STEEL tir -ANCHOR RODS,NUTS 4 WASHERS SHALL BE SHIPPED AS AN -ALL FOUNDATIONS ARE DESIGNED FOR A55EMBLY FROM THE SIGN/1_16HTINGS MANUFACTURER 51N6vLE OR DOUBLE PIER COLUMNS -DO NOT GUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -ALL REINFORCING BY GENERAL CONTRACTOR a� tV L v- 7 _jv (12) 8'-10" #6 VERTICALS SUPPLIED BY vL w°++ c • ° rG� CONTRACTOR ELECTRICAL CONDUITS FED 41 THROUGH HOLE IN BASE PLATE °- 1 " (D U O- #3 TIES ® 12 O.G. YV 3 aO 0-0 #3 TIES® -° O v }, TOP 5" SUPPLIED BY GENERAL CONTRACTOR p o in m ° 0 3 '•- ° �, ° vcNoC � TZ3a� N 0 p aci 0E}'°-� c'o 4 0:5 ° O'- a V-0" DIA. SLOPE TOP TO SHED WATER U v c-°°' 3 0-0 s c N p U 0 0 C-0 v L c c++ d N 6 ORDER HERE CANOPY FOUNDATION o 00c (J .5E c Dr1 SCALE: NOT TO SCALE CONNECTION DETAIL �, ° ° 0 00 0 , cU� L- ` ` � ATE: AXIAL LOAD -- 1540 LBS :0 o•0 t �-° `o ° -DE516N COM-5 SHEAR FORGE -- 1500 LBS -TOP OF PIERS SHALL BE SLOPED SUCH THAT M015TURE CANNOT a o (OD OVERTURNING MOMENT -- 12,400 LB-FT CLATE. �,N o 1BC E 11-05 MAXIMUMS AT POLE BASE -H0T`DIPPED GALVANIZED BOLTS c 6.t 2.2 `E ACI 318-0856 ANCHOR SI/2 HEI6HGK NUT c 00. ° vo 0 -A150 13TH EDITION -ANCHOR BOLTS BE SET IN ACCORDANCE WITH AISG GORE OF (6ALVANI ED) ° � v o. ANS DI.I _STANDARD PRACTICE IPPED AS AN HEAVY HEX 1�1T 3: 4--- 0 0 0 0 Lou WIND SPEED -- 150 MPH,3 SEG GUST ANCHOR RODS,NUTS 4 WASHERS SHALL BE SH -EXPOSURE G ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER (GALVANIZED) SLOPE TOP TO GALVANIZED WASHERS a� °.�0.N c 0 j U31 O U V -DESIGN LOADS DERIVED FROM THESE -DD NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE E CODES AND FORGES: SHED WATER (SUPPLIED BY MFR) a 3:4- AXIAL � c N �•- 00 UL AXIAL LOAD -- 1540 LB5 ............................. ..............................:............ ........................... 36" HEAVY HEX LEVELING NUT SMEAR FORGE -- 1500 LBS I (GALVANIZED) OVERTURNING MOMENT-- 12,400 LB-FT `'` DIA. �- u -USE 3000 PSI CONCRETE COMPRESSIVE m 10" , , C� 3/4 DIA. GRADE 55 HOT N � � � STRENGTH (f�) FINISHED DIPPED GALVANIZED E� -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL LAN ::; .;;•'.:''', ANCHOR BOLT r PIERS TO EXTEND TO FR05T DEPTH A5 GRADE�',:��,...��;., .�~....:�- .... �.;� t-�- -�:� DETERMINED BY LOCAL JURISDICTION. c`ik _ , cz -TOP OF PIERS SHALL BE SLOPED SUCH THAT p MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE 2"x2"xl/4" PLATE — INFORMATION ON CONDUIT AND ELECTRICAL SLOTTED HOLE SLOPE TOP TO REQUIREMENTS. �- �- -MINIMUM ALLOWABLE LATERAL 501E SHED WATER ANCHOR BOLT BEARING PRE59M 100 P5F/FT OF DEPTH 3" MIN. COVER I,-i-� (x2). NOTE: < -TOP 6" OF 501L NEGLECTED IN EMBEDMENT1�4 DEPTH CALCULATIONS(EMBEDMENT DEPTHS -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT SHOYN ARE FROM GRADE) ACCUMULATE.4 -ANCHOR RODS,NUTS WASHERS SHALL BE SHIPPED AS AN L -3 MIN. CONCRETE COVER FOR z REINFORCEMENT r ASSEMBLY FROM THE 516N/LIGHTING MANUFACTURER -ALL REINFORCING BY GENERAL -DD NOT GUT ANCHOR BOLTS AFTER INSTALLATION OF POLE CONTRACTOR Z ' z (12) 6'-10" #6 VERTICALS SUPPLIED BYLL GENERAL CONTRACTOR Lu #3 TIES® 12" O.G. W/(3) #3 TIES ® � TOP 5" SUPPLIED BY GENERAL , CONTRACTOR ELECTRICAL CONDUITS FED D THROUGH HOLE IN BASE PLATE n Q) -- z v (3 < w � tn 36° A l 2---402 - #l Og2b L A- DIA. ' DT 1 2 SLOPE TOP TO SHED WATER 8 DOUBLE GATEWAY SIGN FOUNDATION DT' CONNECTION DETAIL DRIVE THRU DETAILS 5G AL SCE: NOT TO ALE xX X DEMOLITION KEYNOTES u- Ll- LL 2 A DI2 DN-0I REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL BELOW. Mo 0 ■ REMOVE A550CIATE 6UTTER5 4 DOWNSPOUTS 4 EXISTING SOFFIT LIGHT FIXTURES 4 GAP UTILITIES BEHIND WALL AS NECESSARY. DN-02 REMOVE PORTION OF EXI5TIN6 EXTERIOR WALL CONSTRUCTION AS 5HOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN 4 STRUCTURAL DRAAINC75 FOR ■ MORE INFORMATION. DN-03 REMOVE PORTION OF EXI5TING INTERIOR WALL AS SHOWN TO ACCOMMODATE NEW CON5TR14TION. SEE FLOOR PLAN,STRUCTURAL PRAAIN65 4 INTERIOR DE516N DRAWINGS ■ FOR MORE INFORMATION. N-04 REMOVE EXISTING 5TOREFRONT TO EXTENT SHOWN. SEE FLOOR PLAN FOR EXTENT OF DN-02 DN-04 DN-04 RELOCATION (WHERE APPLICABLE). VERIFY SALVAGE OR DISPOSAL WITH MGDONALD'S z DN-0I DN-IS AREA CONSTRUCTION MANAGER. REMOVE EXI5TING GORIAN SILL TO EXTENT SHOWN FOR D 1 90 ■ INSTALLATION OF INFILL CONSTRUCTION. DN-04 DN-05 REMOVE EXI5TING FIN15HM 4 FURNITURE IN DINING AREA 4 GREW ROOM AS NECESSARY � ----------- ----------------------------------------------------- EXTENT OF FURNITURE ------------ ---- ----------- ------ ----------- ------------------------------- -� FOR NEW WORK PER INTERIOR DESIGN DRAWINGS.VERIFY EXACT ---------------- --- -------- ■ ®® REMOVAL, SALVAGE,REUSE AND/OR DISPOSAL WITH MGDONALD'S CONSTRUCTION ° �� --- ®-- i MANAGER. AT WAINSCOT, PREPARE FOR INSTALLATION OF NEW WALL TILE;COORDINATE `� Lu �11 BT � IIII `!�,' WITH _ . SEE FLOOR PLAN, 4 INTERIOR DESIGN DRAWING5 FOR MORE INFORMATION. `� 1 ✓ I I !I � (y. ,' ` I i I I I € DN-I1 DN 22 � --------------- �� ,� !I I I `� I r 4 I ,'�� I I I I I I ON-0b REMOVE EXISTING DRIVE-THRU WINDOW 4 FRAME TO EXTENT SHOWN.VERIFY SALVAGE ■ , -- -- -- -- I IIII �• --- --- I €IIII ON-0I OR DISPOSAL WITH MGDONALD'S AREA CONSTRUCTION MANAGER. PREPARE OPENING AS '° �' N I I€III NECESSARY TO RECEIVE INFILL CONSTRUCTION PER FLOOR PLAN. € O _ = _= O `` ,! '`` `• O — i i i I I i DN-01 REMOVE EXISTING GAS METER. RELOCATE OR PROVIDE NEW PER CITY UTILITY CODES 4 � < z ■ ° --' - , f` , B B I i i DN-04 REGULATIONS,VERIFY NEW LOCATION WITH McOONALD'S CONSTRUCTION MANAGER 4 OWNER/OPERATOR. GAP OFF OR REMOVE LINE PER UTILITY REQUIREMENT5. SEE FLOOR AD-13 i `; `, �` `� J--®d- ��® PLAN FOR MORE INFORMATION. `� �� `, �` I I I i DN-08 RELOCATE/REMOVE EXISTING GASH BOOTH EQUIPMENT PER FLOOR PLAN.VERIFY - ° I I I I I �• \< `� i I ' EXTENT OF EQUIPMENT RELOCATION 4 DISPOSAL WITH MCDONALO'S AREA - ' DN-IS ` ` ` I 11 I CONSTRUCTION MANAGER. REDIRECT EXI5TIN6 UTILITIES TO NEW EQUIPMENT LOCATIONS ON-15 ' ON-04 v ,� �� `� ,�\ 1 o I IIII i A5 5HOWN ON FLOOR PLAN. GAP ALL UTILITIES BELOW SLAB NOT BEING USED 4 MATCH • I I �\ ,` � , ' ,`,�' � `� I ° III ° ADJACENT FINISHES. EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE DURING �� //oaf '` �� `°' GONSTRUCiTION. 3 < REMOVE EXISTING WATER CLOSET 4 FLUSH FALVE FOR INSTALLATION OF NEW PER ■ I �`�� ®' ` � � € I i FLOOR PLAN. EXTEND UTILITIES TO NEW LOCATIONS A5 NECESSARY. (RAGE STORAGE r--_� `�,�` ,�,' ,°,.� I I III ®� AD-21 REMOVE EXI5TING URINAL 4 FLUSH VALVE FOR INSTALLATION OF NEW PER FLOOR PLAN. ' EXTEND UTILITIES TO NEW LOCATIONS A5 NECESSARY. ■ --- -- �, � � i i DN-04 DN-12 REMOVE EXISTING SELF SERVE BEVERAGE BAR FOR NEW CONSTRUCTION. VERIFY WITH McDONALD'S CONSTRUCTION MANAGER EXTENT OF EQUIPMENT REUSE 4 DISPOSAL. REDIRECT ALL EXISTING UTILITIES TO NEW LOCATION. I'6 � ■ ° , B B `� , _� °, B i III I DN-13 REMOVE EXISTING FINISHES IN RESTROOMS A5 NECESSARY FOR NEW PER INTERIOR DESIGN DRAWINGS. PREPARE SURFACES TO RECEIVE NEW FIN15HE5 A5 NECESSARY. SEE r FLOOR PLAN 4 INTERIOR DESIGN DRAWINGS. CE . E. G °�1 I r REMOVE EXISTING FRONT SERVICE COUNTER ASSOCIATED PARTIAL HEIGHT WALL 4 � �®®®®._—� .� ° I I I '� � ° d I I II! I DN I4 ■ `�� __ DINING ' � EiEVERAGE CENTER WALLS TO EXTENT SHOWN. SEE FLOOR PLAN FOR NEW CONSTRUCTION 4 INTERIOR OE516N DRAWINGS FOR FINISHES. th KIRKLA(� , iii I DN-15 REMOVE ALL FLOOR FIN15HM AT DINING AREA FOR INSTALLATION OF NEW PER INTERIOR ■ _® ..... � � I I I i I i OE516N DRAWIN65. PREPARE FLOOR SLAB A5 NECESSARY TO RECEIVE NEW FINI5HE5. � WOMEN DN-13 �� REMOVE AND RELOCATE EXISTING REDBOX FIXTURE. SEE FLOOR PLAN FOR MORE OF -�, INFORMATION. PROTECT FROM DAMAGE DURING CONSTRUCTION. REDIRECT EXISTING AD-24 B B i i i ' `� `� �� i ----�� i UTILITIES TO NEW LOCATION. ■ 5 5 -5 I I I I I TVP. ° ! r REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEW CONSTRUCTION. COORDINATE II AD-26 I I (V.I.F) ON-23 �° � i °i W iii I I I I €I I ° WITH SITE PLAN. € ------- ®— ,>� II II III I " 1 ®®-® REMOVE EXI5TIN6 BRICK WAIN5GOT DOWN TO SHEATHING A5 REQUIRED FOR NEW I ON-10 a� AD-30 11 B I III g ■ III I € " L--_�€ -- __ III CONSTRUCTION. SALVA6E EXISTING BRICK FINISH FOR REUSE WHERE APPLICABLE. �, , o I I B I opt _ ON�25 �`� `---_ ---------------------✓�` °�i i ! iii ° DN-Iq RELOCATE EXISTING OFFICE EQUIPMENT A5 NECESSARY PER NEW CONSTRUCTION.VERIFY II ¢ I II I ® ------- 1 €I , f ®®® I I i B B i EXTENT OF EQUIPMENT RELOCATION WITH MGDONALD'S AREA CONSTRUCTION MANAGER. AD-23 4 ` ®- ®® ��-� B I €I! ' REDIRECT EXISTING UTILITIES TO NEW EQUIPMENT LOCATIONS. GAP ALL UTILITIES BELOW DN-05 SLAB NOT BEING USED 4 MATCH ADJACENT FINISHES. REMOVE PORTION OF SLAB A5 NECESSARY TO PROVIDE NEW FOOTING AND POSTS PERAN II>� III I I III is STRUCTURAL. an ■ I ®®g®®-- ` - e i ' ;'° i DN-21 GUT BACK EXISTING ROOF OVERFLOW DRAIN AT MANSARD ROOF TRUSS OVERHANG TO AD-23 AD-21 ®- -®® ®®- , i DN-04 BE FLUSH WITH PARAPET WALL. SEE DETAIL 20/A4.2. I I i r--r--- --,_--—r— --�—--1 I 'I'YP, III ON-25 I I - REMOVE 4 ARE ISTI SURFACES FOR INSTALLATION OF GEMENT BOARD 4 I GWB PREP EX NG ALLA I I I LJ III � I €I I I I TERIOR ESIGN DRAWINGS. SEE FLOOR PLAN SHEETS AI.O AI.I ..........�I�r> € DN-10 I � DN-22 DN-I5 ;`-: °� I NEW WALL FIN 5HE5 PER N D , f I€I € I o I 1 -- --- -- ` = III I DI.2 4 INTERIOR DESIGN ORAWIN65 FOR MORE INFORMATION. I n �. DN-23 I a I I I j1 €11 Ili 11 11I I `��°' III I DN-23 REMOVE EXISTING KITCHEN EQUIPMENT FOR INSTALLATION OF NEW PER KITCHEN DN-13 Ii1 I I I I 111! AD-28 ` DN-II TVP. 1°°11 11 I! 111!11 1! I 111' I DN-18 DRAWINGS. VERIFY EXTENT OF EQUIPMENT RELOCATION 4 REMOVAL WITH KITCHEN ■ °\ i i i 11 11 I I n i i l! I �'i i DRAWINGS 4 McDONALD'S CON5TRUGTION MANAGER. 0 L e o-d AD-24 \ MEN I I I i1 I I I I 11I 111 I I I 1 1 ,',°°,. i Z` » ° V N i1 I I I I 11 11 1 I I1 I , ,f, I DN-24 REMOVE EXISTING LAVATORIE5 FOR INSTALLATION OF NEW PER INTERIOR DE51GN ° -v 2 v - _ o -- -- III I I III I --------- DRAWINGS. REMOVE EXI5TIN6 FAUCETS FOR INSTALLATION OF NEW. ai 2 v c + s TVP. P`` 1 11 !I I! E I 1 I I! II k I I I E I I ' �1 —� ,f. Q .,r p �-v o 1 O ` DN-25 PREPARE EXI5TING DOOR 4 FRAME SURFACES A5 NEGE55ARY TO RECEIVE NEW PAINT 4 CL ----_ _-_ -1---V4----_ ON-02 LAMINATE PER INTERIOR DESIGN DRAWIN65. 'v a `o c,�° .o a o I O "v Q) 0 Q) C AD 30 I I I DN-04 o v .0 3 v.g o v, i i BARRIER REMOVAL NOTES - ��N L •� m � 5 a v 0 4 v •o G I I i I AD-13 REMOVE EXISTING 5TOREFROF NT DOOR 4 REPLACE WITH NEW STOREFRONT DOOR WITH A v L v o•- o. t~ � 0 cm ■ i i DN-I6 I i 10" MIN. BOTTOM STILE. PROVIDE DOOR PULL HARDWARE THAT CAN BE OPERATED WITH N U o 0--o c o c� 3 A CLOSED FIST, 15 ADA COMPLIANT,AND 15 MOUNTED AT MAXIMUM OF 48 AFF. SEE Q o _-w o ` o�o 1 I I € DOOR SCHEDULE FOR MORE INFORMATION. t v+, 0 p v c I i L- -j I F INFORMATION. Q v AD-! SEE FLOOR PLAN FOR MORE I ORMA ° ® o - .� 1 I ® � voc53Lm c ■ i i �-�, i AD-15 REMEDIATION OCCURS IN AD-13 N v o o °w ch 4`,� i AD-I6 SEE FLOOR PLAN FOR MORE INFORMATION. o o o a J CUSTOMER �r SEE FLOOR PLAN FOR MORE INFORMATION. - +; I ° I AD-IS REMEDIATION OCCURS IN DN-12 0 0 ° o � ■ I 4- SERVICE _ o•- c I I 4- p co -=- -- ------- ------==----==�- AD-Iq REMEDIATION OCCURS IN DN-12 �-�'o�� c L= �, I - - -- 0 4j ------------- co ` c _ o _---® SEE FLOOR PLAN FOR MORE INFORMATION. c N o ■ I I DN-11 ° ° ° 4-- ON-14 a 0 REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN 4 INSTALL NEW PER INTERIOR N a o u, o AD-13 DE516N DRAWINGS.VERIFY NEW 5EATING PROVIDES 596 MINIMUM ACCESSIBLE SEATS. cm �'"� �'a� I ® I _ U KITCHEN I I I ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF a o 0 3 o v v ACCESSIBILITY 4 15 LOCATED ON A 36" MIN. WIDE AC-CE551BLE ROUTE. PROVIDE A ® � �To N�� o L_____ MINIMUM KNEE SPACE 30" WIDE X 21" A.F.F. X A" DEEP 4 A CLEAR FLOOR SPACE 30" < N a o v ° v _._..... _... I I ' I n " p o� ++ pZ0 I i I I_ �� I € WIDE X 48 DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34 A.F.F. MAX. L-•- o 0= V= KN-23 I I ' ° I I I I-- o.3 4- r--a- N-w s .... ...... i ! ! e� --I--� I ° DISPERSE THE ACCESSIBLE SEATS EVENLY BETYqEEN LOCATIONS 4 TABLE TYPES. TYP. I I ° I ; I° € i I COORDINATE WITH DN-05 . ° DN 12 i I r .. ............................................................... ? I I 1' SEE SITE PLAN. L_I_J I I '- �. _.. :- MOVE I I i I I 6 RE5IROOM 516NAGE ON LATCH 5112E WALL OF RE5TROOM DOOR A5 �' C a2 ■ --�,�--- :...:.... :................. r �-- -®® At?-23 REMOVE EXISTIN ON-1q �I ':::::::::::::::: I �� I I 41'1 I II :_`._ : I I I 5HOWN ON FLOOR PLAN. i I I I I -y I -T-I —_ II I I �l1 U" ` I I AD-24 REMOVE 4 RELOCATE EXISTING INTERIOR WALLS,DOORS 4 FRAMES,AND FIXTURES,A5 �� I I < :3� €E OFFICE --J L---J -- -- -- i a °I I I 5HOWN,TO ACCOMMODATE BARRIER-FREE REMEDIATION WORK NECESSARY PER FLOOR I PLAN. REMOVE AND REPLACE EXISTING CEILING,HVAC,GRILLES AND LIGHT FI A5 cy- NECE55ARY TO ACCOMMODATE NEW WORK. INSTALL NEW WALLS,DOORS 4 FRAMES,AND DN-08 DN-22 FIXTURES AS SHOWN PER FLOOR PLAN 4 SCHEDULES. RECONNECT ALL REQUIRED ! II I I !! I ... .» . ATIONS AND HEIGHTS. ■ DN-03 I UTILITIES. REFER TO 10 A4.5 FOR MOUNTING LOG .......:•.; I ! � AD_13 I I °° o I AD-25 SEE FLOOR PLAN FOR MORE INFORMATION. CASH .. - - -- I, I I _--' € AD 26 OCCURS AD 24 :. - I �___ _- _- a DN-04 � REMEDIATION IN m — h ....:: 1 I--- 1 € AD-21 REMEDIATION OCCURS IN DN-ILu -, BOOTH °:i P R E S E N T E R 0ikD , I NG I LET PAPER DISPENSER A5 SHOWN ON FLOOR PLAN. -j Lul IB REMOVE 4 RELOCATE EXIST TO �- - -------_-- _ ®®®®®—®® REMEDIATION OCO ;Z5 IN DN-10 < 1 ' C ■ DN-02 ' == W WI m L - -° ----- - DN-0I ® REMOVE EXISTING PAPER TOML DISPENSERS,SOAP DISPENSERS,AND MIRRORS 4 T- _ I INSTALL NEW A5 SHOWN ON FLOOR PLAN. SEE DETAIL 10/A4.5 FOR MOUNTING HEIGHTS. DN-04 I REMEDIATION OCCURS IN AD-31 DN 23 0 0 ----® --- - ON-06 i AD-32 REMEDIATION OCCURS IN DN-23 z 'ON-01 DN-I1 AD-33 REMEDIATION OCCURS IN AD-24 q ■ i I DN-16 F B- �____-__ _ --------------------------�------------ - ■ DN-0I z 6 DN-0I < Q no a a 2 LEGEND ° 121.3 A 12-402 - 1 Og2b EXI5TING CONSTRUCTION TO REMAIN C) I PARTIAL DEMO. FLOOR PLAN (SOUTH) ------------------- EXISTING CONSTRUCTION TO BE DEMOLISHED �- DI.O 5CALE: 1/4" = 1'-0" EXISTING EQUIPMENT TO REMAIN DEMO PLAN _ 2 DEMOLITION KEYNOTES 0I2 p N o DN-0I REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL BELOW. u�■ REMOVE ASSOCIATE GUTTERS 4 DOWNSPOUTS 4 EXISTING SOFFIT L16HT FIXTURES 4 GAP UTILITIES BEHIND WALL AS NECESSARY. DN-02 REMOVE PORTION OF EXISTING EXTERIOR WALL CONSTRUCTION AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN 4 STRUCTURAL DRAW065 FOR ■ MORE INFORMATION. DN-03 REMOVE PORTION OF EXISTING INTERIOR WALL A5 SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN,STRUCTURAL DRAWING5 4 INTERIOR DESIGN DRAWIN65 FOR MORE INFORMATION. ■ DN-04 REMOVE EXISTING 5TOREFRONT TO EXTENT 5HOWN. SEE FLOOR PLAN FOR EXTENT OF RELOCATION(WHERE APPLICABLE). VERIFY SALVAGE OR DISPOSAL WITH MCDONALD'S z DN-0I AREA CONSTRUCTION MANAGER. REMOVE EX15TIN62 CORIAN SILL TO EXTENT SHOWN FOR _ ■ INSTALLATION OF INFILL CONSTRUCTION. 1- DN-05 REMOVE EXISTING FINISHES 4 FURNITURE IN DINING AREA 4 GREW ROOM AS NECESSARY - - --------------------------------------------------------- ----- FOR NEW WORK PER INTERIOR DE516N DRAWIN65. VERIFY EXACT EXTENT OF FURNITURE ■ REMOVAL,SALVAGE,REUSE AND/OR V15POSAL WITH MCDONALD15 CONSTRUCTION — DN -21 MANAGER. AT WAINSCOT,PREPARE FOR INSTALLATION OF NEW WALL TILE;COORDINATE < WITH DN-22 . SEE FLOOR PLAN, 4 INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. DN-0b REMOVE EXI5TING DRIVE-THRU WINDOW 4 FRAME TO EXTENT SHOWN.VERIFY SALVAGE < ■ OR DISPOSAL WITH MCDONALD'S AREA CONSTRUCTION MANAGER. PREPARE OPENING AS NECESSARY TO RECEIVE INFILL CONSTRUCTION PER FLOOR PLAN. O 0 0 DN-0'i REMOVE EXISTING GAS METER. RELOCATE OR PROVIDE NEW PER CITY UTILITY CODES 4 ■ REGULATIONS,VERIFY NEW LOCATION WITH Mc-DONALD'S CONSTRUCTION MANAGER 4 OWNER/OPERATOR. GAP OFF OR REMOVE LINE PER UTILITY REQUIREMENTS. SEE FLOOR lu PLAN FOR MORE INFORMATION. ■ DN-OS RELOCATE/REMOVE EXISTING GASH BOOTH EQUIPMENT PER FLOOR PLAN. VERIFY € EXTENT OF EQUIPMENT RELOCATION 4 DISP05AL WITH MCDONALD'S AREA _ CONSTRUCTION MANAGER. REDIRECT EXISTING UTILITIES TO NEW EQUIPMENT LOCATIONS AS 5HOWN ON FLOOR PLAN. GAP ALL UTILITIES BELOW SLAB NOT BEIN6 USED 4 MATCH ■ ADJACENT FINISHES. DN-Oq EXISTING ELECTRICAL METER A55EMBLY TO REMAIN. PROTECT FROM DAMAGE DURING CON5TRUGTION. � DRY ■ DN-10 REMOVE EXISTING WATER CLOSET 4 FLUSH FALVE FOR INSTALLATION OF NEW PER ATO RAGE STORAGE FLOOR PLAN. EXTEND UTILITIES TO NEW LOCATIONS AS NECESSARY. DN-II REMOVE EXISTING FINAL 4 FLUSH VALVE FOR INSTALLATION OF NEW PER FLOOR PLAN. TRASH EXTEND UTILITIES TO NEW LOCATIONS AS NECESSARY. ■ DN-12 REMOVE EXISTING SELF SERVE BEVERAGE BAR FOR NEW CONSTRUCTION.VERIFY WITH CORRAL + FREEZER MoDONALD'S CONSTRUCTION MANAGER EXTENT OF EQUIPMENT REUSE 4 DISPOSAL. REDIRECT ALL EXISTING UTILITIES TO NEW LOCATION. � DN-13 REMOVE EXISTING FINISHES IN RESTROOMS A5 NECESSARY FOR NEW PER INTERIOR ® DESIGN DRAWINGS. PREPARE SURFACES TO RECEIVE NEW FINISHES A5 NECESSARY. SEE _ FLOOR PLAN 4 INTERIOR DE516N DRAWINGS. HE 1 C `. ` EI� DN-14 REMOVE EXISTING FRONT SERVICE COUNTER,ASSOCIATED PARTIAL HEIGHT WALL 4 s BEVERAGE CENTER WALLS TO EXTENT SHOWN. SEE FLOOR PLAN FOR NEW CONSTRUCTION 4 INTERIOR DESIGN DRAYSI N65 FOR FINISHES. LA D,VilA DN-15 REMOVE ALL FLOOR FINISHES AT DINING AREA FOR INSTALLATION OF NEW PER INTERIOR ■ DESIGN DRAWINGS. PREPARE FLOOR SLAB AS NECE55ARY TO RECEIVE NEW FINISHE5. O ' DN-Ib REMOVE AND RELOCATE EX15TING REDBOX FIXTURE. SEE FLOOR PLAN FOR MORE INFORMATION. PROTECT FROM DAMAGE DURING CONSTRUCTION. REDIRECT EXISTING UTILITIES TO NEW LOCATION. DN-17 REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEW CONSTRUCTION. COORDINATE WITH SITE PLAN. a DN-18 REMOVE EXISTING BRICK WAINSCOT DOAN TO SHEATHING A5 REQUIRED FOR NEW ■ CONSTRUCTION. SALVAGE EXISTING BRICK FIN15H FOR REUSE WHERE APPLICABLE. RELOCATE EXISTING OFFICE EQUIPMENT A5 NECESSARY PER NEW CONSTRUCTION. VERIFY DN 19 REI- WINK EXTENT OF EQUIPMENT RELOCATION WITH MCDONALD'S AREA CONSTRUCTION MANAGER. REDIRECT EXISTING UTILITIE5 TO NEW EQUIPMENT LOCATIONS. GAP ALL UTILITIES BELOW ■ SLAB NOT BEING USED 4 MATCH ADJACENT FINISHES. DN-20 REMOVE PORTION OF SLAB A5 NECESSARY TO PROVIDE NEW FOOTING AND POSTS PER � . STRUCTURALe• ■ DN-21 GUT BACK EXISTING ROOF OVERFLOW DRAIN AT MANSARD ROOF TRUSS OVERHANG TO COOLER BE FLUSH WITH PARAPET WALL. SEE DETAIL 20/A4.2. DN-22 REMOVE 6MPREPARE EXISTING SURFACES FOR INSTALLATION OF GEMENT BOARD 1 NEW WALL FINISHES PER INTERIOR DESIGN DRAWINGS. 5 FLOOR PLAN, ALO,AI.I DI.3 4 INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. 1 DN-23 REMOVE EXISTING KITCHEN EQUIPMENT FOR INSTALLATION OF NEW PER KITCHEN ORAWING5. VERIFY EXTENT OF EQUIPMENT RELOCATION $ REMOVAL WITH KITCHEN ■ DRAWINGS 4 McDONALD'S CONSTRUCTION MANAGER. 4-- REMOVE REMOVE EXISTING LAVATORIE5 FOR INSTALLATION OF NEW PER INTERIOR M516N Q o-o �°o L-.2 '" I?RAWING5. REMOVE EX15TING FAUCETS FOR INSTALLATION OF NEW. cn a� ° v c •� s p ■ DN-25 PREPARE EXISTING DOOR 4 FRAME SURFACES A5 NECE55ARY TO RECEIVE NEW PAINT 4 . CL O °�' a{;D �o o LAMINATE PER INTERIOR DESIGN DRAWINGS. "v "00-8 0 a o ELEGTRIGAL o° ° a N •Qw•�' 4 ■ BARRIER REMOVAL NOTES 0 o0,0A L DN-0q PANELS 2 o .� _ AD-i3 REMOVE EXISTING STOREFRONT DOOR 4 REPLACE WITH NEW STOREFRONT DOOR WITH A o v .0 -o a t_ ,, � oco' ION MIN. BOTTOM STILE. PROVIDE DOOR PULL HARDWARE THAT CAN BE OPERATED WITH N0 0 0'3 ° ■ A CLOSED FIST, 15 ADA COMPLIANT, AND 15 MOUNTED AT MAXIMUM OF 48" AFF. SEE O _z ° o DOOR SCHEDULE FOR MORE INFORMATION. .c s v° ° v °c AD-14 SEE FLOOR PLAN FOR MORE INFORMATION. _ �-N ° o ?'N E--u) ■ AD-15 REMEDIATION OCCURS IN AD-13 o ° c°ci j O:EX w ° AD-Ib SEE FLOOR PLAN FOR MORE INFORMATION. o �" c o v AD-I� SEE FLOOR PLAN FOR MORE INFORMATION. J o{; o' o .� � 6 oc ® AD-18 REMEDIATION OCCURS IN DN-12 g o ° ° EEO N N N LL_ pvD- U C AD-Iq REMEDIATION OCCURS IN DN-12 'v o ° i -20 SEE FLOOR PLAN FOR MORE INFORMATION. Ju o oLi 3N�,oa) v AD-21 REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN 4 INSTALL NMA PER INTERIOR a C:2 ° v, o DESIGN DRAWINGS. VERIFY NEW SEATING PROVIDES 5% MINIMUM AC-CE551BLE SEATS. a I,-- r- 3: +' c— 3 +- ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL 5YMBOL OF ® o'3 0 0 0 0 DN-IS ■ ACCESSIBILITY 4 15 LOCATED ON A 36MIN. WIDE ACCESSIBLE ROUTE. PROVIDE A °�= N 0 MINIMUM KNEE SPACE 30" WIDE X 21" A.F.F. X Iq" DEEP 4 A CLEAR FLOOR SPACE 30" a� 3 N y WIDE X 48" DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34" A.F.F. MAX. Q 3�° N CREW ■ V15PERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS 4 TABLE TYPES. ROOM COORDINATE WITH DN-05 AD-22 SEE SITE PLAN. °� _� m r ■ AD-23 REMOVE EXISTING RE5TROOM 516NA6E ON LATCH 51DE WALL OF RESTROOM DOOR A5 (30 4 AD-21 SHOWN ON FLOOR PLAN. N (N 4 AD-24 REMOVE 4 RELOCATE EXISTING INTERIOR WALLS,DOORS 4 FRAMES,AND FIXTURES,A5w, Z OFF SHOWN, TO ACCOMMODATE BARRIER-FREE REMEDIATION WORK NECESSARY PER FLOOR DN-05 ■ PLAN. REMOVE AND REPLACE EXISTING CEILING, HVAC,GRILLES AND LIGHT FIXTURES A5 f , NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW WALL5,D0095 4 FRAMES,AND C FIXTURES,A5 SHOWN PER FLOOR PLAN 4 SCHEDULES. RECONNECT ALL REQUIRED ■ ( UTILITIES. REFER TO 10/A4.5 FOR MOUNTING LOCATIONS AND HEIGHTS. < YVHAD-25 SEE FLOOR PLAN FOR MORE INFORMATION. REMEDIATION OCCURS IN AD-24 REMEDIATION OCCURS IN DN-I I + AD-28 REMOVE 4 RELOCATE EXISTING TOILET PAPER DISPENSER AS SHOWN ON FLOOR PLAN. LU D- 9 REMEDIATION OCCURS IN DN-10 ■ ® REMOVE EXI5TING PAPER TOWEL DISPENSERS,50AP DISPENSERS,AND MIRRORS 4 - DN-21 ( INSTALL NEW AS 5HOWN ON FLOOR PLAN. SEE DETAIL l0/A4.5 FOR MOUNTING HEIGHTS. LL ( AD-31 REMEDIATION OCCURS IN DN-23 AL-- --_..-----------------------------.------_----------___ ---- - _� AD-32 REMEDIATION OCCURS IN DN-23 � z w � AD-33 REMEDIATION OCCURS IN AD-24 z < , DN-0I ■ L 8•a �' > z y ■ -7 °} �5 OL �■ y LEGEND 2 D1.3 Al2-402 --- #1 Oq Ib EXISTING CONSTRUCTION TO REMAIN PARTIAL DEMO. FLOOR P LAN (NORTH) ------------------- EXISTIN6 CON5TRUCTION TO BE DEMOL15HED D 1 1 I e Dl•I 50ALE: 1/4" = 1'-0" EXISTING EQUIPMENT TO REMAIN DEMO PLAN LL LL LL DN-01 ON-05 DN-04 ON-05 DN-08 DN-04 ON-01 F -A L--- r-n z N '�N OL N N: N--- Nl -IJ VN-02 4fr: w --------------- ------- --- ----L-1---------------------------------- ---- < ............................... ....................-............ ........ .......................................L........... .............................L.................................L....................................... ....................L..................................... ..............................-L-............ .................................L........L.......................L L............................. ...... ................ ........................... ........j............................................................................................. .............. ...................................... ....... ............................ ........ ................. ....................L........................... ............L'L..........L.................... .......................................................................L................................................................................... ................................................. ............ .......... .........I...... ........................... ............ ....... ...... ...................L................................L............................ .................................. --------------- ----- ------------------- r7-11 ---------- ----------1 r7------------- --------- < ------------------- ------------------------------------------------------------------------ ----------........ ---- --I F------............. ...................................... ............................................................................. 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TYR 0 0 CL== 2±! 0 0 r- 0 ON-20 ON-10 CL 3c<EAST ELEVATION Lu I2 :n (-j\,D 1-2 1/411 I 1-011 ts) K LU WALE: < < >DEMO ELEVATION KEYNOTES DEMOLITION GENERAL NOTES DN-01 fkEMOVE EX15TIW-7 BUILDIN& 516NA&E. VERIFY NTH OMER IF SIALVA&EABLE. (5N_-_12) REMOVE EXISTI WWADDRE55 NUMBERS FOR REINSTALLATION.VERIFY LOCATION NTH 1. THESE DRANNG55 Ye;ZE PREPARED BASED ON INFORMATION ATTAINED FROM A SITE -1. SAW_,UT 4 REMOVE EXISTING7 5LAL35 AS REQUIRED FOR L%2ER6ROUND ELECTRICAL 4 14. THE 5UB-CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE Y40RK'EY. C FIRE MARSHAL. SURY ONTRACTOR TO VERIFY ALL EXISTINGS CONDITIONS IN FIELD PRIOR TO PLUMBIN& LINES. REFER TO PLUMBINSS,ELECTRICAL t KITCHEN DRANN6.75 FOR ALL 5AACUT5 INCLUDES, BUT 15 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY KALL5,CON--0-2-) REMOVE EXISTING MANSARD ROOF OVERHAN& PROJECTION TO ALICSIN AITH AALL DEMOLITION 4 NOTIFY THIS OFFICE IN CASE OF DISCREPANCIES A5AP. DEMOLITION 15 TO 4 TRENCHING.7 AORK REQUIRED. ALL CONCRETE FLOOR YORK TO BE FINISHED FLUSH NTH COUNTERS, FURNITURE, BULKHEADS,DOORS, PLUMBINGI,MECHANICAL AND ELECTRICAL ITEMS BELOA. REMOVE ALL ASSOCIATED CUTTEI;ZS,DOANSPOUTS,AND SOFFIT LI&HT FixTuns (V_N-__13) REMOVE EXISTIN6 6A5 METER A55EMBLY FOR RELOCATION AS NECE-55ARY TO BE EXECUTED 50 AS NOT TO 015TM EXISTINGo STRUCTURAL 4 ROOFING7 SYSTEMS,AND EXISTIN& FLOOR. DOAEL NEA 5LA55 TO EXISTING YV#4 REBAR @ 24N O.C. EACH 51DE INCLUDIN& CONDUITS AND OXTY40RK AS SWAN ON THE DRMIN65 OR AS REQUIRED TO 4 CAP UTILITIES BEHIND AALL AS NECESSARY. ACCOMMODATE DEMOLITION 4 NEA CONSTRLY.,TION. OTHER AREAS THAT ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION TO BE (STAC-&EREP). REBAR TO EXTEND 6" INTO EXISTIN6 SLAB 4 ACROSS CUT OPENM. SECURE COMPLETE THE INSTALLATION OF THE NEA AORK FOR A COMPLETE OB.REMOVED THAT 15 NOT INTE&RAL TO STRUCTURAL SY5TEM PRIOR TO DEMOLITION. REBAR INTO EXISTIN& SLAB YV EPDXY&ROUT. REPLACE OR REPAIR ANY VAPOR BARRIERS(ON-05) REMOVE ALL EXISTINGS MANSARD LI&HT BEAMS. 1CDN-_14) EXISTINGI E-1 E61RICAL EQUIPMENT TO REMAIN. PROTECT FROM DAMAGIE. < T_ -5 5 w D_VISTUI;kBED DURIN6.7 EXCAVATIONS. 15. REMOVE ANY SINKS,AATER CLOSETS,URINALS, LAVATORIE ,FLOOR DRAIN , NOTED ON 0�(ON-04) REMOVE EXISTIW.7 ROOFIN6 FINISHES VOM, TO EXISTINC7 SHEATHIN6 AT PORTION OF EXISTIN& ROOF DRAIN VOMSPOUT TO REMAIN;PROTECT FROM DAMA&E. 2. ALL DIMEN51ONS SHOM. AS EX15TM SHOULD BE FIELD VEMFIED BY CONTRACTOR PRIOR DRAY4ING55 AS AELL AS ALL A550CIATED PLUMBING ACCESSORIES. CAP,PLUS ALL <MANSARD TRUSSES REMAININ& TO DEMOLITION.VERIFY ALL DEMOLITION Y4ORK YV NEA CONSTRUCTION 4 INSTALLATION 6. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACINC7 AS REQUIRED TO MAINTAIN ABANDONED SUPPLY 4 AASTE LINES. PATCH 4 SEAL ALL FLOOR PENETRATIONS. SEE C) D_/MECHANICAL 4 PLUMBIN6 DRAYiINC-75 FOR MAILED DEMOLITION NOTES. <(D-N-1-6) REMOVE ALL TRASH BINS 4 NEM PAPER RACKS FOR INSTALLATION OF NEA DRAININS5 PRIOR TO BEC71KNINC-7 CONSTRUCTION. STRUCTURAL STABILITY OF THE EXISTINS7 STRUCTURE VURIN6 ALL PHASES OF REMOVE ALL LOC70 STICKERS AND DECALS FROM ALL AINVOY6 AND VOOR5. CONSTRUCTION.VERIFY SALVA&E OR DISPOSAL NTH t-ZOONALDS AREA CONSTRUCTION. w DL CONSTRUCTION MANAGER. SEE 51TE PLAN FOR EXTENT OF Y4ORK. PROTECT FROM S. DEMOL171ON CONTRACTOR TO COORDINATE 4 REVIEA ALL CONSTRUCTION DOCVMENT5 4 16. ELEVATION HEI&HTS SHOM ARE FOR REFERENCE ONLY. U-(ON REMOVE EXISTING.75TOREFRONT 4 FRAME AS 5HOM TO ACCOMMODATE NEA DAMA&E. VETEWNE THE EXTENT OF 0EMOLi11ON VZRK 4 BECOME FAMILIAR ATM THEM THOROX-AtY q. PROTECT FROM DAMA&E VURINS CONSTRUCTION ALL EXISTINCS, AALLS,FLOORS, CEILING6, z w CONSTRUCTION. VERIFY SALVASPE OR 015POSAL NTH MCDONALDS AREA �D 0 Of) CONSTRUCTION MANA6ER. SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF AORK. 07R--11) REMOVE EXISTINGS PUBLIC TELEPHONE. BEFORE FERFORMINS ANY DEMOLITION AORK. BY THE ACT OF STARTING, DEMOLITION,THE ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH 4 REPAIR ANY DAMMED PORTIONS 11. CONTRACTOR RE-SPON5113LE TO ENSURE ALL NEA FINISHES IN RESTROOMS AILL NOT REDUCE CONTRACTOR AILL BE DM-W TO HAVE COM19.IED NTH THE FOREGOINGs,TO HAVE OF THE EX15TIN& BUILDING AS REQUIRED TO MATCH THE EXISTINGS ADJACENT CONSTRJJCTION REQUIRED CLEARANCES FOR ACCE551BILITY. REFRAME AALL5 A5 NECESSARY TO EN5URE F__A(ON-0-1) REMOVE EX15TINC7 DRIVE-THRU NNVOA 4 FRAME AS SHOAN. VERIFY SALVA6E OR (5-N-1 6) REMOVE EXISTINGS CSIUARDRAIL5 4 FENCIN& FOR INSTALLATION OF NEA CONSTRJXTION. ACCEPTED 9"CONDITIONS,AW TO HAVE MADE THE NECESSARY ALLOAANCE5 IN 4 FINISHES. ALL CLEARANCES ARE MET. �n x :3 PREPARI$* HIS BID.015POSAL AITH MCDONALD'5 AREA CONSTRUCTION MANA&ER. RE-INSTALL EXISTING OR INSTALL NEVi WARDRAIL AS SHOM PER SITE PLAN. VERIFY C) ul < RE-U5E OF EXISTIN6.7 NTH McDONALDS CONSTRUCTION MANA6ER. 10. AHEN UTILITIES ARE REMOVED,CAP 4 SEAL A MINIMUM OF 8" BELOA FINISH FLOOR OR A w z C) 0 p CDN-08 REMOVE PORTION OF EXISTING AALL AS SWAN TO ACCOMMODATE NEA CONSTRJOTION. 4. ELE-01RICAL DEMOLITION NOTE: REFER TO ELECTRICAL VRANN&5 FOR MAILED MINIMUM OF 6 ABOVE FINISH CEILINC7. Z Z 0) is)SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF YiORK. COORDINATE BRICK SALVAC7E (ON REMOVE EXISTIN6 SECURITY CAMERAS TO AC60MMODATE NEA CONSTRUCTION. ELECTRICAL DEMOLITION NOTES. (3 AITH� . REINSTALL PER OVINERS DIRECTION. 11. THIS PLAN INDICATES A &ENERAL SCOPE OF Y40RK TO BE PERFORMED AND DOES NOT fy () C)i -sHTIN& FIXTURES,ETC. TO BE RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDIN& MODIFICATION5 AS SHOM AND(ON REMOVE EXISTING SIDIN6 4 TRIM FOR INSTALLATION OF NEA FINISHES. VERIFY REMOVE PORTION OF EXISTINS.7 CONCRETE PATIO 4 BRICK INALL TO ACCOMMODATE 5. VERIFY DISPOSITION OF ALL FMISHI%S,MILLAORK,LIC b_N OMEP, ALL ITEMS TO BE DISP05ED SHALL BE DISPOSED OF OFF-SITE AND REQUIRED 13Y THE CONTRACT DOCUMENTS, INCLUDINS.7 BUT NOT LIMITED TO PLUMBING7, x CONDITION OF EXISTINS SHEATHINGS 4 A.R.BJ A.B.;REPAIR/REPLACE AS NECESSARY. NEA CONSTRUCTION. SEE 51TE PLAN FOR MORE INFORMATION. PED ELECTRICAL 4 HVAC AORK.(ON-10 REMOVE EX6TINGS BRICK nAiN500T DOM TO 5HEATHIN&/CMU AS REQUIRED FOR NEA (D-N-2-1) REMOVE EX15TINS DOY4N5POUT FOR RELOCATION AS NECESSARY TO ACCOMMODATE CONSTRUCTION. SALVA&E EX15TIW-7 BRICK FOR REUSE AT NEYi AALL5. &.0. TO VERIFY DEMOLITION 4 NEA CONSTRUCTION. 6. ROOFING7 CONTRACTOR TO FIELD INSPECT EX15TINOROOF FOR AEATHER T167HTNE55 4 12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOL6 MATERIALS OURINC70EMOLITION OR EXTENT OF REUSE AITH MCDONALD'5 CONSTRUCTION MANA6ER, PROPER DRAiNAG-sE MOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONSTRUCTION,HE SHALL IMMEDIATELY SUSPEND AORK 4 NOTIFY THE MCDONALD15 C) ftW\/E EX15TIWo RMHO COIN COLLECTOR 4 SIALVA&E FOR RELOCATION TO NEA CASH VERIFICATION OF EXISTIN6.7 ROOF CONDITION AND FOR INCLUDINS ANY NE-CE95ARY REPAIR PROJECT MANASSER BEFORE PROCEEDINC7. z BOOTH LOCATION PER ELEVATIONS. COSTS IN 510. 15. ALL DEMOLITION SHALL BE CARRIED OUT IN ASAFE MANNER 4 IN STRICT ACCORDANCE D 1 , 2 AITH 05HA RESAJI-ATIONS. T DEMO ELEVATIONS VNP DN 4 X X X LL_ LL IL DN-01 ON-03 DN-01 ON-04 DN-05 F-1 -A :r- F z -;z--\7NF V 711�� :N 77 .14� 1,7 N V N 1� N�i\ i\ iN., Ng N __'1j 'N. Nli! N, N, i i,N. 'Ni N, \; � � �\ i\i\ ."i N,�,N; .1V \ , N"I Nl.�I 1��"N Ni N: .... ... --- ---- ---- a N, K N i V-N'. N: N N., N A: N, �\l j "N f ..... ....IN .1 1: � \...\-N....v .... ...... j N, \t \`N N, \ :,%:� CL IN.i\ Ni li, "S"- .... .. N,s N, N,i i N%N N I r T� N i'\ N N....\ 3_1 N, IN N; N N N- j. 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REMOVE EX15TIN6 ADDRESS NUMBERS FOR REINSTALLATION.VERIFY LOCATION NTH 1. THESE DRANN65 MIRE PREPARED BASED ON INFORMA71ON ATTAINED FROM A SITE T SAMT 4 REMOVE EX15TINC-7 SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL 4 14. THE SUB-1CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE Y40RK FIRE MARSHAL. SURVEY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO PLUMBIN6 LINES. REFER TO PLUMBING,ELECTRICAL 4 KITC44EN DRANN&S FOR ALL 5AW..,M IN0,LUDES, BUT 15 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY INALLS, REMOVE EXISTIN& MANSARD ROOF OVERHAN66 PROJECTION TO ALIGN NTH KALL DEMOLITION 4 NOTIFY THIS OFFICE IN CASE OF DISCREPANCIES A5AP. DEMOLITION 15 TO 4 TREWCHIN6.7 ViORK REQUIRED. ALL CONCRETE FLOOR YiORK TO BE FIN15HED FLUSH AITH COUNTERS, FURNITURE,BULKHEADS,DOORS, PLUMBING,MECHANICAL AND ELECTRICAL ITEMS < BELON. REMOVE ALL ASSOCIATED SiUTTERS,VOMSFOUTS,AND SOFFIT LIGHT FIXTURES (70��N-15 REMOVE EXISTING GAS METER A59EMBLY FOR RELOCATION AS NECESSARY TO BE EXECUTED 50 AS NOT TO 015TURB EXISTING STRUCTURAL 4 ROOFING SYSTEMS,AND EXISTING FLOOR. VOYEL NEA 5LA55 TO EXISTING YV#4 REBAR @ 24N O.C. EACH 51M INCLUDING CONDUITS AND OXTY40RK AS SWAN ON THE DRAAINC-75 OR AS REQUIRED TO z 4 CAP UTILITIES BEHIND KALL AS NECESSARY. ACCOMMODATE DEMOLITION 4 NEA CONSTRUCTION. Lu OTHER AREAS THAT ARE INTENDED TO REMAIN INTACT.VERIFY ALL CONSTRUCTION TO BE (5TA65<5EREP). REBAR TO EXTEND 6 INTO EXISTING SLAB 4 ACROSS CUT OPENING. SECURE COMPLETE THE INSTALLATION OF THE NEV4 Y40RK FOR A COMPLETE OB. lu REMOVED THAT 15 NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION. RE13AR INTO EXISTING SLAB YV EPDXY GROUT. REPLACE OR REPAIR ANY VAPOR BARRIERS c�(D-N--0-5) REMOVE ALL EXISTING MANSARD LIGHT BEAMS. (2-N-TA-) EXISTINGELECTRICAL EQUIPMENT TO REMAIN. PROTECT FROM DAMA6E. < 015MPZM VURI% EXCAVATIONS. 15. REMOVE ANY SINKS,AATER CLOSETS,URINALS,LAVATORIES,FLOOR DRAINS, NOTED ON Lu 0- Cv-W-54) REMOVE EXISTING ROOFING r-INISHE5 DOM TO EXISTING SHEATHING AT PORTION OF (0-P-15-) EXISTING ROOF DRAIN DOMSPOUT TO REMAIN;PROTECT FROM DAMAGE. 2. ALL DIMENSIONS SHOM A6 EXISTING SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR DRANN65 AS MLL A6 ALL ASSOCIATED PLUMBING ACCESSORIES. CAP,PLUG ALL < < 3: MANSARD TRUSSES REMAINING. TO DEMOLITION. VERIFY ALL DEMOLITION riORK YV NEA CONSTR X- TION 4 INSTALLATION 6. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN ABANDONED SUPPLY 4 KASTE LINES. PATCH 4 5EAL ALL FLOOR PENETRATIONS. SEE 0� T_ 0 (-vw-ib) REMOVE ALL TRASH BINS 4 NEve PAPER RACKS FOR INSTALLATION OF NEvi PRARNS95 FRIOR TO BE&INNIINS CONSTRUCTION. STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF MECHANICAL 4 PLUMBING DRANN6,55 FOR DETAILED DEMOLITION NOTES. < cl) LL (5N_-_05_) REMOVE ALL LOC70 STICKERS AND DECALS FROM ALL AINDOY6 AND DOORS. CONSTRUCTION.VERIFY SALVAGE OR 015POSAL AITH MCDONALDS AREA CON5TRXTION. Lu 0-CONSTRUCTION MANAGER. SEE 51TE PLAN FOR EXTENT OF Y4ORK. PROTECT FROM 3. DEMOLITION CONTRACTOR TO COORDINATE 6 REVIEA ALL CONSTRUCTION DOCUMENTS 4 16. ELEVATION HEIGHTS 5HOAN ARE FOR REFERENCE ONLY. ,D U- (DR;5(70) REMOVE EXISTING STOREFRONT 4 r-RAmE As sHoyqN To ACCOMMODATE NEA z ry DAMAGE. DETERMINE THE EXTENT OF DEMOLITION V4ORK 4 BEZoOME FAMILIAR NTH THEM THOROUGHLY q. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING KALLS,FLOORS, CEILINCK z CONSTRUCTION.VERIFY SALVAGE OR DISPOSAL Y41TH MCDONALDS AREA C) BEFORE PERFORMING ANY DEMOLITION WRK. BY THE ACT Of: STARTING DEMOLITION, THE ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH 4 REPAIR ANY DAMAGED PORTIONS 11. CONTRACTOR RE-SPON51BLE TO ENSURE ALL NEY4 FINISHES IN RE5TROOMS YiILL NOT REDUCE CONSTRUCTION MANAGER. SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF Y4ORK. REMOVE EXi5TIW.7PUBLIC TELEPHONE. z < CONTRACTOR AILL BE DEEMED TO HAVE COMPLIED V41TH THE FOREGOING,TO HAVE S RED TO MATCH THE EXISTING ADJACENT CON5TRDCTION REWIRED CLEARANCES FOR ACCESSIBILITY. REFRAME KALL5 AS NECE55ARY TO ENSURE Y_ (5-N-_01) REMOVE EXISTIW-70RIVE-THRJJ NNVOA 4 FRAME AS SWINK VERIFY SALVAGE OR (D-N-16-) NG INSTALLATION OF NEY4 CONSTRUCTION. ACCEPTED SUCH CONDITIONS,AND TO HAVE MADE THE NE-CE55ARY ALLOM'CE5 IN 4 FINISHES. ALL CLEARANCES ARE MET. x (:�015POSAL AITH MCDONALDS AREA CONSTRUCTION MANAGER. RE-INSTALL EXISTINC70R INSTALL NEH GUARDRAIL AS SHOM PER SITE PLAN. VERIFY PREPARING HIS BID.RE-U5E OF EXISTINSViITH McDONALDS CONSTRUCTION MANAGER. 10. AHEN UTILITIES ARE REMOVED,CAP 4 SEAL A MINIMUM OF Do' BELOA FINISH FLOOR OR A REMOVE PORTION OF EX15TING AALL AS SHOAN TO ACCOMMODATE NEA CONSTRUCTION. >4. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRANN66-6 FOR MAILED MINIMUM OF 6" ABOVE FIN15H CEILING. 0 1SEE DEMOLITION 6 FLOOR PLANS FOR EXTENT OF ViORK. COORDINATE BRICK SALVAGE (-vR-Iq) REMOVE EXISTING SECURITY CAMERAS To ACCOMMODATE NEA CONSTRUCTION. ELECTRICAL DEMOLITION NOTES. -7 0 ;S) AITH� . REINSTALL PER OANERS DIRECTION. �5 11. THIS PLAN INDICATES A GENERAL SCOPE OF AORK TO BE PERFORMED AND DOES NOT REMOVE EXISTIN& SIVIN6 4 TRIM FOR INSTALLATION OF NEA FINISHES. VERIFY REMOVE PORTION OF EXISTING CONCRETE PATIO 4 BRICK KALL TO ACCOMMODATE 5. VERIFY DISPOSITION OF ALL FURNISHINGS, MILLMORK,LIGHTING FIXTURES,ETC. TO BE RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS 5HOM AND n YV OMEk ALL ITEMS TO BE DISPOSED SMALL BE DISP05ED OF OFF-SITE AND REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITE12 TO PLlIllIMBIN6, CONDITION OF EXISTING SHEATHING 4 A.R.B)"A.B.;REPAIR/REPLACE AS NECESSARY. NEA CONSTRUCTION. SEE SITE PLAN FOR MORE INFORMATION. z ELECTROAL 4 HVAC VkM. < REMOVE EXISTING BRICK MAIN500T DOM TO 5HEATHING/CMU AS REWIRED FOR NEVi REMOVE EX15TIWo POAN5POUT FOR RZLOCATION AS NECESSARY TO A44OMMOVATE C-ON5TRZTION. SALVAGE EXISTING BRICK FOR REUSE AT NEA KALL5. 6.0. TO VERIFY DEMOLITION 4 NEVi CONSTRUCTION. 6. ROOFING CONTRACTOR TO FIELD IN5FMT M5TIN157 ROOF FOR MATHER T16HTNE55 4 12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS PURI% DEMOLITION OR U) n EXTENT OF REUSE YqITH MCDONALD'S CONSTRUCTION MANAGER. PROPER DRAINAGE PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONSTRUCTION,HE SHALL IMMEDIATELY 5USPEND Y40RK 4 NOTIFY THE McDONALD'S A 12-402 - #I Oc`12b VERIFICATION OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR PROJECT MANAGER BEFORE PROCEEDING. C51N�-I I REMOVE EXISTING RMW., COIN COLLECTOR 4 5ALVAC-e FOR RELOCATION TO NEA CASH COSTS IN BID. z BOOTH LOCATION PER ELEVATIONS. 15. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER 4 IN STRICT ACCORDANCE 1 93 NTH 05HA REGULATIONS. DEMO ELEVATIONS ON-04 L N4 2 I 2 FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES u- u- u- � .� A3.1 A3.1 NA2.0 KN-01 NEW CANOPY SYSTEM ABOVE. SEE SHEET A3.0 FOR NOTES. SEE ROOF PLAN FOR DIMS. AD-10 r-: INSTALL WHITE ON BLUE INTERNATIONAL SYMBOL OF AGGE551BILITY SIGNAGE AT THE T■ I I'-10 1/2" .I.F KN-02 NEW STOREFRONT TO MATCH EXISTING;CONTRACTOR TO FIELD VERIFY SIZE PRIOR TO ACCESSIBLE DOORS(NON DRIVE-THRU DOOR 4 FRONT DOOM.SEE DETAIL IO/A4.4. B: !e JAI� � ORDERING. 5EE DETAILS, SHEET A4.0, FOR APPROPRIATE OPENIN6 FLASHING 4 DOOR 4 INSTALL DIRECTIONAL SIGNAGE AT THE DRIVE-THRU 51DE DOOR(NON-ACCE551BLE). � P, . WINDOW 5CHEDULE5 FOR MORE INFORMATION. DETAIL II/A4.4. 1■ EQ. 8'-0" (HOLD) EQ• 11-411 KN-03 NEW TRELLIS SYSTEM/WALL FASCIA ABOVE - 5m SHEET A5.0 FOR NOTES - SEE ROOF AD-I I SEE SITE PLAN FOR MORE INFORMATION. I (HOLD) PLAN FOR DIMENSIONS. AD-12 SEE 51TE PLAN. AD-13 { -04 NEW SEATING 4 DECOR PACKAGE IN DINING AREA 4 GREW ROOM. SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. PREPARE FLOOR � WALL SURFACES TO RECEIVE x'13 �� EXISTING STOREFRONT DOOR t REPLACE WITH NEW STOREFRONT DOOR WITH A ?° AD-14 IO" MIN. BOTTOM STILE. PROVIDE DOOR PULL HARDWARE THAT CAN BE OPERATED WITH ■ I NEW FINISHES. REFER TO GENERAL NOTE #6 4 #10. COORDINATE WITH �. A CLOSED FIST 15 ADA COMPLIANT AND 15 MOUNTED AT MAXIMUM OF 48" AFF. SEE=_�__=_=-_----_ a FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES •O 4 < KN-0I NEW CANOPY SYSTEM ABOVE. SEE SHEET A3.0 FOR NOTES. SEE ROOF PLAN FOR DIMS. AD-10 A: INSTALL AHITE ON BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY 516NAGE AT THE _■ KN-02 NEW STOREFRONT TO MATCH EXI5TIN6;CONTRACTOR TO FIELD VERIFY SIZE PRIOR TO ACCESSIBLE DOORS (NON DRIVE-THRU DOOR 4 FRONT DOOR). SEE DETAIL 10/A4.4. B: ORDERING. SEE DETAIL5,SHEET A4.01 FOR APPROPRIATE OPENIN6 FLASHING 4 DOOR $ INSTALL DIRECTIONAL SIGNAGE AT THE DRIVE-THRIJ 51DE DOOR(NON-ACGE551BLE). SEE WINDOW SCHEDULES FOR MORE INFORMATION. DETAIL II/A4.4. KN-03 NEW TRELLIS SYSTEM/WALL FASCIA ABOVE - SEE SHEET A3.0 FOR NOTES - SEE ROOF AD-II SEE SITE PLAN FOR MORE INFORMATION. ■ PLAN FOR DIMENSIONS. AD-12 SEE SITE PLAN. KN-04 NEW SEATING 4 DECOR PACKAGE IN DINING AREA 4 GREW ROOM. SEE INTERIOR DESIGN x_13 COVE EXISTING STOREFRONT DOOR 4 REPLACE WITH NEW STOREFRONT DOOR WITH A DRAWING5 FOR MORE INFORMATION. PREPARE FLOOR 4 WALL 5URFACES TO RECEIVE 10" MIN. BOTTOM STILE. PROVIDE DOOR PULL HARDWARE THAT CAN BE OPERATED WITH ■ NEW FINISHES. REFER TO GENERAL NOTE #6 4 #10. COORDINATE WITH AD-21 . A CLOSED F15T, 15 ADA COMPLIANT, AND 15 MOUNTED AT MAXIMUM OF 46" AFF. SEE KN-05 EXTENT OF NEW GONG. SLAB FOR BUILDING ADDITION. PROVIDE DEMOLITION $ NEW DOOR 50HECVLE FOR MORE INFORMATION. CONSTRUCTION PER STRUCTURAL DRAWINGS. ADJUST DOOR OL05ER TO ENSURE A MAX. OF 8.5 LB OPERATING PRESSURE. ENSURE A ■ KN-O6 RELOCATED GAS METER ASSEMBLY. SEE DEMO. PLAN FOR MORE INFORMATION. INSTALL MIN. DOOR CLOSING SPEED OF 5 SEG. FROM qO DEGREES OPEN TO 12 DEGREES OPEN. PER LOCAL CODES 4 JURISDICTIONS. VERIFY LOCATION PER LOCAL ENERGY COMPANY. x_15 REMEDIATION OCCURS IN DN-13 KN-O'► APPLY TILE VENEER OVER THINSET MORTAR OR REINFORCING MESH OVER DRAINAGE MAT WITH FACER OVER 1/2" EXTERIOR GRADE GEMENT BOARD TO SUBSTRATE,AS 5HOWN AD-I6 INSTALL TACTILE EXIT 516NAGE AT ALL OF THE BUILDING PUBLIC EXIT DOORS PER v- ■ IN DETAIL,TO ENSURE MINIMAL PROTRJ51ON FROM ADJACENT WALL.VERIFY EXISTING DETAIL 12/A4.4. ENSURE AN 18 XIS CLEAR FLOOR SPACE AT THE EXIT SIGNAGE. SUBSTRATE EXISTS;PROVIDE FEE INCLUSION WITHIN BID TO PROVIDE NEW PLYWOOD AD-I'i PROVIDE BRAILLE AND PICTURE MENU AVAILABILITY 51GNA6E AT THE FRONT COUNTER IN SHEATHING AT FACADES. A LOCATION APPROPRIATE FOR CUSTOMER VISION. SEE DETAIL I4/A4.4. ENSURE KN-08 INS GLASS PANEL WITH GRAPHIC DISPLAY 4 4" BASE. SEE INTERIOR DESIGN BRAILLE AND PICTURE MENUS ARE LOCATED AT THE FRONT COUNTER IN A LOCATION ■ DRANNC95 FOR MORE INFORMATION. CENTER INTERRUPT PANEL WITH CENTER OF APPROPRIATE FOR CUSTOMER USE. --____--__ ADJACENT WALL,AND ALIGN REAR EDGE OF PANEL WITH REAR OF SERVICE COUNTER. AD-IS REMEDIATION OGC4AR5 IN SE DETAILS II/A4.6° ° O REMEDIATION OCCURS IN KN-2q ■ KN-0q BEVERAGE CENTER WALL5 WITH SNEEZE6UARD AS SHOWN. FINISHES PER INTERIOR � DESIGN DRAWINGS. SEE DETAIL 17/A4.6. -20 PROVIDE STAFF ASSISTANCE 516NAGE AT THE SELF SERVICE ITEMS AREA IN A LOCATION APPROPRIATE FOR CUSTOMER USE. SEE DETAIL 13/A4.4. KN-10 NEW WALL TILE FIN15H PER INTERIOR DESIGN DRAWIN65,VERIFY FULL EXTENT. PREPARE AD_21 REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS ■ EXISTING SURFACE A5 NECESSARY FOR INSTALLATION. PROVIDE GEMENT BOARD 4 INSTALL NEW A5 SHOWN. VERIFY NEW SEATING PROVIDES 5% MINIMUM ACCESSIBLE BACKER PER GENERAL- NOTE #6. SEATS. ENSURE ACCESSIBLE 5EATIN6 15 MARKED WITH THE INTERNATIONAL SYMBOL OF KN-II NEW#215 READY-ACCESS DRIVE-THRU WINDOW PER MGDONALD'S STANDARDS AC6ES5IBILITY 4 15 LOCATED ON A 36" MIN. WIDE ACCESSIBLE ROUTE. PROVIDE A (1.800.621.5045). ENSURE OPERABLE PANE SLIDES FROM BACK OF RESTAURANT TOWARD MINIMUM KNEE SPACE 30" WIDE X 27" A.F.F. X AN DEEP 4 A CLEAR FLOOR 5PACE 30" ■ THE FRONT. SEE DETAILS,SHEET A4.0, FOR APPROPRIATE OPENING FLASHING 4 WINDOW WIDE X 48" DEEP AT EACH ACCE551BLE SEAT. ENSURE THE TABLE TOP 15 34" A.F.F. 56HEOULE FOR MORE INFORMATION. MAX. DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS 4 TABLE TYPES. <-- 1': < DRY KN-12 PROVIDE 4 INSTALL NEW 34" A.F.F. MAX. FRONT SERVICE COUNTER. FINISHES PER COORDINATE WITH - STORAGESTORAGE ■ INTERIOR DESIGN DRAWINGS. PROVIDE ALL READ. UTILITIES FOR REC715TER 4 GABLE gD-22 SEE 51TE PLAN. STO RAGE GROMMET IN COUNTER. RE615TER RECEIPT PRINTER $ UNDER COUNTER CABINET AD-23 REMOVE EXISTING RESTROOM SIGNAGE 4 RELOCATE TO LATCH SIDE WALL OF a a a PROVIDED BY OWNER INSTALL UNDER COUNTER CABINET WITH(3) STAINLESS STEELRESTROOM DOOR;MOUNTED TO CENTERLINE AT 60" AFF. SEE DETAIL 15/A4.4 FOR MORE w TRASH ■ 5HEI.VES ON SERVICE SIDE. INSTALL ELECTRICAL AT NEW P05. LOCATIONS. VERIFY P.O.S. INFORMATION. CORRAL FREEZER LOCATIONS WITH MGDONALD'S CONSTRUCTION MANAGER. SEE DETAILS WA4.6 4 20/A4.6. AD-24 REMOVE 4 RELOCATE EXISTING INTERIOR WALLS, DOORS 4 FRAMES,AND FIXTURES,A5 KN-13 INSTALL NEW URINAL PER FIXTURE SCHEDULE,SHEET A4.5,A5 SHOWN. MOUNT TO ENSURE 5HOWN TO ACCOMMODATE BARRIER-FREE REMEDIATION WORK. REMOVE AND REPLACE RIM AT IT AFF MAX. RECONNECT TO UTILITIES A5 NECESSARY. INSTALL AUTOMATIC EXISTING CEILING, HVAC,GRILLES AND LIGHT FIXTURES A5 NECESSARY TO ■ FLUSH VALVE PER FIXTURE SCHEDULE. ACCOMMODATE NEW WORK. INSTALL NEW WALLS DOORS 4 FRAMES AND FIXTURES,ASS! 'E KN-14 RELOCATE EXISTING KITCHEN 4 CASHIER BOOTH EQUIPMENT A5 SHOWN. OWNER TO SHOWN. RECONNECT ALL REQUIRED UTILITIES. REFER TO 10/A4.5 FOR MOUNTING St ER I . G, �IS PROVIDE NEW TABLE FOR P.O.S. VERIFY EXTENT OF EQUIPMENT RELOCATION WITH LOCATIONS AND HEIGHTS. SEE 12/A4.5 FOR MORE INFORMATION. ■ MCDONALIP S AREA CONSTRUCTION MANAGER. RECONNECT TO ALL UTILITIES 4 P.O.S. AD-25 ADJUST DOOR CLOSER TO ENSURE A MAX. OF 5 LB OPERATING PRESSURE. ENSURE A SYSTEM A5 REQUIRED. MIN. DOOR CLOSING SPEED OF 5 SEG. FROM qO DEGREES OPEN TO 12 DEGREES OPEN. � KIRKLAND, A KN-15 PROVIDE NEW QUARRY FLOOR TILE PER WDONALD'S SPECIFICATIONS(DAL-TILE DIABLO ,�_2b REMEDIATION OCCURS IN AD-24 RED 6Xb ABRASIVE TILE WITH BLACK GROUT). PREPARE 5LAB A5 NECESSARY S OF 0 ■ PROVIDE APPROPRIATE TRANSITION TO EXISTING TILE. REMEDIATION OCCURS IN KN-13 KN-Ib INSTALL NEW STANDARD WATER CLOSET,A5 5HOWN,PER FIXTURE 5GHEDULE,SHEET A4.5. -28 PROVIDE IS" MIN. LONG, 1 1/2" DIA.VERTICAL GRAB BAR. ENSURE BAR 15 MOUNTED INSTALL NEW AUTOMATIC FLUSH VALVE PLS?FIXTURE SCHEDULE. RECONNECT/CONNECT TO 3q"-41" FROM WALL BEHIND WATER CLOSET TO CENTERLINE 3g"-41" AFF TO BOTTOM UTILITIES A5 NECESSARY. OF BAR. SEE DETAIL 18/A4.5. REMOVE t RELOCATE EXISTING TOILET PAPER DISPENSER < y ■ KN-17 PROVIDE 4 INSTALL NEVI FLOOR TILE PER INTERIOR DESIGN DRAWINGS. PREPARE FLOOR 50 THAT IT 15 AT IS" - 48" AFF TO THE OUTLET �" - q" FROM THE FRONT OF THE SLAB TO RECEIVE NEW FINISH A5 NECESSARY.VERIFY EXTENT OF NEW FLOOR TILE WITH WATER CLOSET TO THE CENTERLINE. ENSURE THAT THE TOP OF THE DISPENSER 15 I I/2° ....: Z INTERIOR M516N DRAWINGS. SEE GENERAL NOTE #12. SEE DETAILS 4/A4.4 4 8/A4.4. MIN. BELOW THE GRAB BARS. SEE DETAIL 10/A4.5. .......... '>. ■KN-IS NEW FINISHES 4 DECOR PACKAGE IN RESTROOM. SEE INTERIOR DESIGN DRAWINGS FOR REMEDIATION OCCURS IN MORE INFO. PREPARE FLOOR 4 WALL SURFACES TO RECEIVE NEW FINISHES. REFER TO ® REMOVE EXISTING PAPER TOWEL DISPENSERS 4 INSTALL NEW OR NEW HAND DRYERS, GENERAL NOTES #10 4 #b. INSTALL NEW FIXTURES A5 SHOWN 4 PER FIXTURE SCHEDULE, PER FIXTURE SCHEDULE;VERIFY FIXTURE WITH MGDONALD'S CONSTRUCTION MANAGER. ■ SHEET A4.5;VERIFY EXTENT OF NEW FIXTURES WITH WDONALIP S CONSTRUCTION MOUNT 50 THAT THE OPERABLE PORTION 15 AT 48" AFF MAXIMUM. REMOVE EXISTING 4 MANAGER. INSTALL NEW SOAP DISC A5 SHOWN. ENSURE DISPENSER 15 AT 40" AFF MAX. AND t� KN-Ig NEW PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION g06 OF THE OFC. 6" DEEP MAX. REMOVE 4 RELOCATE EXISTING MIRROR TO NEW LOCATIONS AS SHOWN. 2-RATED FIRE EXTINGUISHER IN SEMI-RECESSED CABINET TO BE GLASS K,6 L CAPACITY ENSURE MIRROR 15 AT 40" A.F.F. MAX. TO BOTTOM OF REFLECTING EDGE. ENSURE ALL ■ F LB. ABG. ENSURE A MAXIMUM TRAVEL DISTANCE OF 15'-0" TO A FIRE EXTINGUISHER. FIXTURES PROTRUDE NO MORE THAN 4" FROM THE WALL. SEE DETAIL IO/A4.5 FOR COOLER WITHIN THE DINING AREA;VERIFY EXACT LOCATION WITH FIRE MARSHAL. SEE DETAIL MOUNTING HEIGHTS. Ib/A4.4. AD-31 REMEDIATION OCCURS IN I KN-20 NEW/RELOCATED GUARDRAIL PER SITE PLAN. Ap-32 REMEDIATION OCCURS IN KN-30 KN-21 RELOCATE EXISTING OFFICE EQUIPMENT A5 NECESSARY FOR NEW CONSTRUCTION.VERIFY Ap_33 REMEDIATION IN -24 EXTENT OF EQUIPMENT RELOCATION WITH MGDONALD'S AREA CONSTRUCTION MANAGER. ■ EXTEND ALL UTILITIES A5 NECE55ARY. J �, o KN-22 RELOCATED EXISTING REDBOX FIXTURE. EXTEND UTILITIES A5 NEGE55ARY TO NEW °4- c N LOCATION. SEE DEMOLITION PLAN FOR MORE INFORMATION. PROTECT FROM DAMAGE ca 0 o `v c o 5° `o DURING CONSTRUCTION. ° ,o 2 a a�� q:3-° v KN-24 ° KN-23 NEA P05T 4 FOOTING PER STRUCTURAL. FURR OUT A5 REQUIRED TO ALIGN WITH 'v 0- 'o- -101 o ADJACENT WALL. WRAP W/LAYER 5/6" TYPE 'X' 6WB. AND FINISH TO MATCH ADJACENT. v L •� C c -° :3 x WRAP WITH BREAK METAL AT STOREFRONT TO MATCH ADJACENT. WALL TYPE SCHEDULE o ° a 3 °•E ° N ELECTRICALa W% N N.N PANELS ■ KN-24 EXISTING POST TO REMAIN. PROTECT FROM DAMAGE DURING DEMOLITION 4 NEW ° v c T , a CONSTRUCTION. TYPE DESCRIPTION HEIGHT c c � KN-a5 RELOCATE EXISTING 4 INSTALL NEW KITCHEN EQUIPMENT PER KITCHEN DRAWIN65. NEW EXTERIOR WALL GONSTRUGTION PER o � -0 v m ° °c CONNECT TO ALL UTILITIES AS REQUIRED. SEE MECHANICAL 4 ELECTRICAL DRAWINGS O 3/6"X12"X24" BRUSH STROKE FINISH CERAMIC TILE ® 25-33% OFFSET ELEVATIONS N ' °c-°.3 0 ■ FOR MORE INFORMATION. -16 c ' 0-0:5 THINSET MORTAR o 0 0 0 o co KN-26 NEW 3-VAT KITCHEN FRYER. RUN ALL REQUIRED UTILITIES IN EXISTING CHASE. SEE 1/2" EXTERIOR GRADE GEMENT BOARD -,.1 0 �,°' ° 0- NEA DRAWil�5 FOR MORE INFORMATION. REINFORCING MESH OVER DRAINAGE MAT WITH FACER o c `+' cam L. � O^N C V C ■ KN-27 VERIFY EXISTING CONSTRUCTION. IF NECESSARY,PROVIDE NEW 22 GAUGE STAINLESS TYVEK COMMERCIAL D W.R.BJ A.B. PER MGDONALD'S SPECIFICATIONS ° o " o °_ ° n w L V N N� N STEEL. PANELING IN FRONT OF I MINERAL WOOL BATTS ON NONCOMBUSTIBLE SPACERS PLYWOOD SHEATHING PER STRUCTURAL o s m 2 L. ` , BEHIND NEW FRYER 4 EXISTING HOOD AND EXTENDING 24" MIN. BEYOND BOTH SIDES TO 2X P.T. WOOD STUDS ® I6" O.G. o -' Coo , :,° ° 2! BE APPLIED TO EXISTING WALL CONSTRUCTION. BATT INSULATION TO FILL CAVITIES .,•S2 o�.° c ami o {x..03 ■ KN-28 INSTALL NEW AGGE551BLE WATER CLOSET,A5 5HOWN, PER FIXTURE SCHEDULE,SHEET ANCHOR TO WALL. A55EMBLY BEHIND PER STRUCTURAL `�o �' ° o �`� A4.5. MOUNT TO ENSURE CENTERLINES 15 I6"-IS" FROM ADJACENT WALL. FINISH WITH SEAT v0 N•`: o 4a NEW EXTERIOR WALL CONSTRUCTION/ INFILL WALL CONSTRUCTION (ABOVE) PER -° o °'- C(D HEI&HT AT II"-Iq" AFF. RECONNECT TO EXISTING UTILITIES.PROVIDE NEW AUTOMATIC, O ELEVATIONS/ r � °a m L`E ■ FLUSH VALVE PER FIXTURE SCHEDULE. HORZ. LAP GEMENT BOARD SIDING (®EXPOSED EXTERIOR v ° o � rn � o DRAINAGE MAT WITH FACER A5 REQUIRED BY MFR. FOR FASTENER AS o ° 01- 0"�" 0-0 KN-aq INSTALL NEW SELF SERVE BEVERAGE BAT AT LOCATION SHOWN. SEE INTERIOR DESIGN NECESSARY � wa� PENETRATION DEPTH (® EXPOSED EXTERIOR) FOR INFILL •3 o L c •3•F. o DRAWII�5 FOR FINISHES. INSTALL NEN/RELOCATED EQUIPMENT PER KITCHEN DRAWINGS TYVEK COMMERCIAL D W.R.BJ A.B. (@ EXP05ED EXTERIOR) 4 CONNECT TO ALL REQUIRED UTILITIES. ENSURE OPERABLE PARTS OF ALL EQUIPMENT v 3 0.0 0 o b SHEATHING PER STRUCTURAL ® -° >% o.-° N c A4.1 ■ ARE AT 46" AFF. 4 20" DEEP MAX. FOR FRONT APPROACH OR 46" AFF. 4 24" DEEP " o t > > S o•0 o 2X WOOD STUDS @ 16 O.G. PER STRUCTURAL MAX FOR 51M APPROACH. � SHEET EPLO 4 KITCHEN SHEETS FOR MORE INFO. ENSURE N 0-0 - 4 TRAY SLIDE PROTRUDES NO MORE THAN 4" FROM CABINET BELOW. R-21 BATT INSULATION WIT�IIN CAVITIES W/VAPOR BARRIL�?ON WARM SIDE a 3 C i? vs • 0 of OL � FURRING TO MATCH ADJACENT M M CREW ■ KN-3p INSTALL NEW CORIAN LAVATORY WITH INTEGRAL BOWL,BACK SPLASH $ SIDE 5/8" TYP 'X' GYPSUM WALL BOARD M M ROOM SPLASHL-5,PER INTERIOR DESIGN DRAWlNG5. INSTALL PER DETAIL 14/A4.5. ENSURE FINISH TO MATCH EXISTING/PER INTERIOR DESIGN DRAWINGS M M COUNTERTOP 15 MOUNTED AT 34" AFF MAX WITH AN APRON CLEARANCE OF 2q" AFF MIN. 4� M ENSUREA MIN CLEAR FLOOR SPACE 30 WIDE X 48 DEEP 4 A MIN UNDER COUNTENEW EXTERIOR WALL CONSTRUCTION (BELOW)R , � M w ■ KNEE SPACE 30" WIDE X 21" AFF X 8" DEEP. INSULATE UNDER COUNTER HOT WATER BRIC p�R BED WAINSCOT TO MATCH EXISTING (® EXPOSED EXTERIOR,) 5 N '� C ul M M SUPPLY 4 DRAIN PIPES. INSTALL NEW AUTOMATIC FAUCETS PER FIXTURE SCHEDULE.Q I DRAINAGE MAT WITH FACER(IF EXISTS) < N ; j OFF WATER USE TO BE 1.0 GPM(0.1'1 FAJ 10 SEG CYCLE). PLUMBING CONTRACTOR TO TYVEK COMMERCIAL D W.R.BJ A.S. M AD-21 ■ PROVIDE GRID DRAIN P-TRAP 4 VALVE STOPS 4 TO COORDINATE WITH GG TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT. SHEATHING PER STRUCTURAL M PROVIDE NEW LAMINATE AT DOORS 4 PAINT FRAMES PER INTERIOR DESIGN DRAWIN65. 2x8 WOOD STUDS @ 16" O.G. PER STRUCTURAL DRAWIN65 M l Z R-21 BATT INSULATION WITHIN CAVITIES Al VAPOR BARRIER ON WARM SIDE N yy�{ ■ FURRING TO MATCH ADJACENT 0 M 5/8" TYP 'X' GYPSUM WALL BOARD FLOOR PLAN GENERAL NOTES FINISH TD MATCH EXISTING/PER INTERIOR DESIGN DRAWINGS z I. GENERAL CONTRACTOR SHALL COORDINATE PREPARATION OF EXISTING AREAS FOR NEW 3 NEW INTERIOR WALL CONSTRUCTION TO 6" CONSTRUCTION. O FIN15H PER INTERIOR DESIGN ABOVE < 2 1 i 2. IT SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE CONTRACTOR TO 5/8° TYPE 'X' GYPSUM WALL BOARD GELLING, � < < T KN-14 COORDINATE WITH THE OTHER TRADES. FAILURE TO DO 50 WILL NOT CON5TITUTE GROUNDS 2X4 WOOD STUDS ® 160 O.G. U.N.O. 50UNV BATT INSULATION® 'A' DESIGNATION KN-03 KN-23 - FOR A GRANGE ORDER. 3. ALL EXISTING WALLS TO REMAIN,UNLE55 OTHERWISE NOTED. 5/8" TYPE 'X' GYPSUM WALL BOARD z 2 i i 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL ITEMS TO BE FINISH PER INTERIOR DESIGN U i i ■ REMOVED PRIOR TO REMOVAL. z u i S. THE G.G. SHALL BE RESPONSIBLE FOR PHOTOGRAPHING THE CONDITION OF EXISTING 0 � KN-l5 i FINISHES. THESE INCLUDE KITCHEN TILES,VINYL BASES,FLOOR TILES,AND CEILING TILES Z � LEGEND g L`j i THROUGHOUT CEILING GRIDIN THE DINING AREA AND KITCHEN. E 6. WATER RE51STIVE TYPE X" GYPSUM WALL BOARD AT ALL WET AREAS. PROVIDE GEMENT 6 � EXISTING CONSTRUCTION TO REMAIN � � BOARD BACKER WHERE NEW WALL TILE INSTALLED,TYP. � �� 2'-b" 2'-6" '1. ALL NEW FLOORING SHALL BE FIRM,STABLE AND SLIP-RE515TANT. EXISTING EQUIPMENT TO REMAIN '�' =" ' z S•D P ■ 6. SEE SITE PLAN FOR SIDEWALKS,RAMPS,ETC. - - - - - - - - - - OVERHEAD CONSTRUCTION � �_ Z Z Of) 0) z� g. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND P051TIONS INDICATED IN PACKAGE OR A5 REQUIRED BY LOCAL CODES. 516NA&E PACKAGE SUPPLIED NEW WALL GONSTRUGTION F-- CL BY: FORREST PERMA-SIGN 1-800-214-8765 g2g2 15T 5T.,BOX 588 � ■ lu www.l'omestpo mosk�s.com NEW ROCHELLE,NY 10602 NEW OR RELOCATED EQUIPMENT `� D A -_ 10. GENERAL CONTRACTOR RESPONSIBLE TO COORDINATE NEW RESTROOM WALL FINISHES AND - - - - 2 4 M 4 REQUIRED RESTROOM CLEAR FLOOR SPACES AND FUTURE CLEARANCES;ENSURE MIN. ' S A2.1I. . .1 NEW SLAB ON GRADE DIMENSIONS REQUIRED ARE MAINTAINED,OR RELOCATE WALL5 A5 NECESSARY TO ENSURE A 12-402 - #1 Og2b ALL ACCESSIBILITY CLEARANCES ARE PROVIDED. 11. 66 TO PROVIDE NON-LOADBEARIN6 WALLS PER 3/A4.4 4 PARTIAL HEIGHT WALLS PER z PARTIAL FLOOR PLAN (NORTH) I/A4.4. # DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6.0 Lu A 1 o 1 uj I 12. ALL FLOOR PREPARATION TO BE INCLUDED WITHIN BASE SCOPE. G.G. TO VERIFY EXTENT ® WINDOW TAG - SEE WINDOW SCHEDULE ON SHEET A6.0 FLOOR PLAN ALI SCALE: 1/4 - 1'-0" WITH MGDONALU'S CONSTRUCTION MANAGER PRIOR TO BID. CEILING KEYNOTES LL U- u- ?n I mici /2-N� A3.1 A3.1 GN-01 REMOVE EXISTING ACOUSTICAL CEILING &RID 4 TILES,SOFFITS 4 LIGHTS. LIGHTING Z■ CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL GEILIN6 GRID 4 TILE AT EXI5TIN& GEILIN6 HEIGHT PER INTERIOR DESIGN DRAWINGS: U56 OLYMPIC, MICRO v GLIMAPLUS,TEGULAR EDGE,COLOR: WHITE (SURFACE MU5T BE WASHABLE 4 TILES MUST BE VINYL FACED AT KITCHEN. VERIFY FINISH 4 INSTALL HEIGHT WITH INTERIOR DESIGN EQ. f■ EQ. EQ. 5'-10" EQ. EQ. DRAWINGS. INSTALL NEW LI6HT5 PER ELECTRICAL DRAWINGS;CONNECT TO EXISTING ELECTRICAL SUPPLY. PAINT EXISTING VENTS PER INTERIOR DESIGN DRAWIN65• SEE • TYPICAL DETAILS ON SHEET A4.4. ■ GN-02 NEW EXTERIOR WALT. SCONCE LIGHT FIXTURE- SEE ELECTRICAL SHEETS FOR MORE 1 IV I------- ---__ —_- --___—_____=_--= I =_ ________________ ________________ ________________ -------------- �----------------�--�� rF--�F------------------�-------------------�------------------�--�, INFORMATION. I I I I °1 °I I I I I I I I I I I I I GN-03 RELOCATED/EXISTING CEILING SPEAKERS TO REMAIN. COORDINATE WITH ELECTRICAL z I I 11 11 I I 11 11 11 11 I C) I I EQ. E 11 „ ,I I I 11 11 11 11 I DRAWINGS. REPLACE IF DAMAGED AND RECONNECT TO EXISTING ELECTRICAL SUPPLY. € II II I I II II II II I "I ■ I i i i I i i i I I i i i i i i i i i i I GN-04 RELOCATE EXISTING INTERNALLY ILLUMINATED EXIT SIGNAGE 4 EMERGENCY LIGHTS AS QL I 1 I I I I I I GN-02 I I I I I I I I I I I SHOWN OR INSTALL NEW AT NEW DOOR LOCATIONS AS REQUIRED. COORDINATE WITH �I I I II I I II I II I I I I I I I I I ELECTRICAL DRAWINGS. �-- ------- --- ----�--- -J I--ll------------------ -------------------Il------------------ll-� ■ I = _ _ _ GN-05 PATGH/REPAIR EXISTING 6h6 CEILING A5 NECESSARY FOR NEW CONSTRICTION AND '- 1 ri�-'------ -------- -�I PAINT PER INTERIOR DESIGN DRAWI NGS. REMOVE EXISTING FLUORE50ENT LIGHT FIXTURES � 1�u Dt . '=`z•' ..' \ I i i i 11 I I /' AND INSTALL NEW RECE55ED CAN LIGHTS PER ELECTRICAL DRAWINGS. CONNECT TO =� 0 -. . 11 11 11 I 11 EXISTING ELEGTRIGAL SUPPLY. SEE DETAIL 5/A4.4. ■ I :'• 11 1. : • . : " I 1 11 11 1 1 11 11 I N -� CIN-1c s GN-18 CN-0b REMOVE EXISTING WALL SCONCE LIGHTS;VERIFY WITH MCDONALD'S CONSTRUCTION � 7-1 � I ,,' ' I I--u----- -----u J I f LI: ! In 1. . o ---J ' : ::_ ------------------ - _ GTRIGAL BEHIND WALL. z I . '` MANAGER IF FIXTURES ARE SALVAGEABLE GAP ELE �•:\._`Q:. ,,^ ;; M' O , �n ,:�-- ---- ®®- ®-® GN-07 REMOVE EXISTING 5OFFIT LIGHTS. LIGHTING CIRCUIT TO 8E �. INSTALL NEW "- `�,:' .,: O O ` /,- -p- ---- - \\ �` 2 CEILING CLOUD SOFFIT A5 5HOWN,PER DETAIL 10/A4.6. ANCHOR TO STRUCTURE ABOVE, � . - < EXI IT N-13 --- mm- \ PROVIDED BY VENDOR. PROVIDE BLOCKING ABOVE CEILING A5 REQUIRED.VERIFY WITH c• --... .' "', ®® \ VENDOR. FIN15HE-5 PER INTERIOR DESIGN DRAWINGS. INSTALL NEW LIGHTS A5 SHOWN 4 2 -o . , I'-O �; K. E $'-q' GN - : \\ i I s PER ELECTRICAL.;CONNECT TO TO EXISTING ELEGTRIGAL SUPPLY. ■ + \ 1 € 0 EY ••, •• ,•...w EV. 8 I/2 E 1 •/. . ... I xr . € ° i I ______ REMOVE PORTION OF EXISTING MENU BOARD VALENCE INSTALL NEW A5 SHOWN. SEE � *� - �. A.F. EXIST. I r i GN-08 .F.F. EX ST. _ , / €. I ° 1 DETAIL 13/A4.6. FIN15H PER INTERIOR M516N DRAWING5. � o�- � :, -� , `, € ° , € 1 , �-O COORDINATE DEMOLITION WITH GN-0I INSTALL NEW 24X24 ACCENT SUSPENDED �, G 2 I I I GN-04 0• ' € • / i k 1 1 _ �. ,, \ I € ' . ,. I I I' .. € € '�•.�• ';• \ ID PER INTERIOR DESIGN DRAWINGS: USG FROST � ■ .� 1 ACOUSTICAL CEILING GR � TILES � �•�.I 1 '.�"" .3 € _ .. .. ,f € ° I ______ EDGE COLOR: BLACK SURFACE MUST BE WASHABLE TILES MUST -v .:; GLIMAPLUS TE&ULAR L LA ( 4 ' t----- \ t\ I 6 I € - - -� .+ , Jk QI r Ct € ° I, III BE VINYL FACED AT KITCHEN).VERIFY FINISH WITH INTERIOR DESIGN DRAWINGS. - � ,' , , \ O O e O I 1 k 1.. I 10 1 I I I Lu ■ . • •. A:i�;i ,:" :I, a®/ \\ �. •0• , _ I: .�. _ I I I I ,I III INSTALLATION HEIGHT PER PLAN 4 INTERIOR DESIGN DRAWIN65;Y.I.F. INSTALL NEW �'` .• I I �> „ _ LI&HT5 PER ELECTRICAL DRAWINGS•CONNECT TO EXI5TIN6 ELECTRICAL SUPPLY. PAINT . 1. A.' * N. \ fa,. . 13-0 1 I > € - 4 I I I a a a S RAG - '3 i\ •. ..,. VENTS PER INTERIOR DESI&N I?RAWiNGS SEf TYPICAL DETAILS SHAT A4 4 •�" \\ \ •• •.'z ; mi .4 .4 .. .1 .:: : I .. , . � .. 7 °` ! J I 11 111 GN-10 REMOVE EXISTING FINISHES AT MENU BOARD VALANCE 4 INSTALL NEW WALL TILE PER :: '.. :� . :€ I I .. \ f 11 I I I ■ q, :; - I : ::I II.:: ;: �\:1 A. ,1 ,1, INTERIOR DESIGN DRAWINGS. PREPARE EXISTING SURFACES A5 NECESSARY FOR 11 \ \ I INSTALLATION OF NEW TILE. .. . . 1. I W. I I ' j , •• , • \ \ 1. :1 // I I +I+ - PROVIDE NEW ROUGH-INS FOR FUTURE DIGITAL MENU BOARD5 PER ELEC. DRAWIN65. APO \ , :I , I I GN 11 -a' :; ::t I I I `I' : I \ s I I O I .VERIFY / DRAW N&5 'b:Y :I e` TOR DESIGN ■ .. '•t� k 1 1 GN 12 INSTALL NEW BULKHEAD WN. FINISHE 5 PER INTER \ I I' I I 0 \ \ s •; :. -.' • \ GN-I • , • \ I `ri / I, III BULKHEAD HEIGHT WITH INTERIOR DESIGN DRAWINGS. SEE DETAIL 13/A4.6. r ;. 4 \\ ® \ O . �, O .. I ° >I,\`: `�- __- _r._ J ` ,/ O I 11 S1 41 IS .:• :1N- %-- \ � , _ " I ===_== I CN-13 REMOVE EXISTING DIFFU5ER5 FOR INSTALLATION OF NEW CEILING &RID 4 TILES. Is ';•' , \ :a�.; ' , •• - -, � .. / I I III OFFTAKES TO REMAIN FOR REUSE. RELOCATE EXISTING DIFFUSERS AS NECESSARY. ■ EQ Q. EQ. 5-.c 5 E / ' DI T N G \ , I 11 id V '' , \ q: ,• ' _ = �r;) s \ ::� ` 1 I PAINT TO MATCH ADJACENT CEILING. ., , I i S, 6 GN s0 I I I I I T. \ ::I _}- :�K I 11 1 1 ;;..:• :. 1 I - SUSPENDED ACOUSTICAL GEILIN6 GRID TILE TO I(IfKLAf� � . �. . .. . :•• .. . :.;. ; .... _ _ _ il ... --- -------L— JIL % i/Li ... _ T \ : : '. I I T,A . . :': . , ,... . , . . ; Ii it • :�4:' NSTALL NEW 2X4 FLUORESGEN `� / I I MATCH EXISTING SEE TYPICAL DETAILS SHEE 4 4 I ■ % / \ ,"�. .. ;.':�. Il . I 11 111 LIGHT A5 SHOWN AT GASH BOOTH. CONNECT TO EXISTING ELECTRICAL SUPPLY. SEE % .. �q y" .. N II • % '.;: : '• • , , \ , : , i:,' `\I I° I ELECTRICAL DRAWINGS FOR MORE INFORMATION. = Intl /� :,' I I II ' a .. 1 1 - RELOCATE EXISTIN& 2X4 FLUORESCENT LIGHT A5 NECESSARY TO ACCOMMODATE NEW :: I; / € ►I • 'V I I •'r� ul '� .. .. I I I IG .. . SEE E EGTR 5U Y AL EGTRIG L / STING AL PPL •® REGONNE T TO EXI EL T ON AND G \ O I I GONSTRllG I d G a € s 0 11 N#�.. O c O O I Jam"• •.. �. I` \ I I U F _ •; TION. .. INFORMATION.s: .,� 5 FOR MORE . . I DRAWING .. Z 1 I' /� .,TVP \ 1' I I 'Q1' y� VCi .....SI I II T. \ LGG1//. $' $ // y i • A t h ,• I I NEW LIGHTS AS SHOWN PER - INSTALL G . NS AL L T NT SHOWN L INSTALL NEW G.W.B. SOFFIT O EXTENT •'r „ I II GN fb AL L Y \ .* { 1 I I _:�j . :F F: 1 % :: .,... EX�` 1. 1: I I :' I •_•'� WITH . E EGTRIG SUPP Y. VERIFY 50F FIT HEIGHT GT TO EXIST AL L G GONNE L E TRIG y I I EL AL• T Q • i t• ■ _: .. i .: • . ... • •:..; ,' :•,• . • e .� 1 t 1 INTERIOR DESIGN DWG5. FINISH PER INTERIOR DESIGN DRAWIN&5. SEE DETAIL 20/A4.4. % ,� Z GN I �. :. ' 1 A.F .LI.F1' I —1 1slog . • \ .. 'i , .. I �l� •L :' i �''`.�•' \ :� 1 1 GN-I? NEW PENDANT LIGHTS PER ELECTRICAL DRAWINGS INTERIOR DESIGN DRAWINGS; :r. .: �'� \ I I I • • � � ." -".~ . ` I II Y GO TO EXISTING ELEGTRIGAL 5YS1T:M �I � •� CONNECT:O• . 4GN-01 GN ``{i:1. _: ;�;y G "I�i 11 111 ' ..,w -7N ®.— .," .. .� ;' IN65 4 INTERIOR DE516N DRAWINGS• ,: \ I 1 I GN-18 NEW WAIL WASH LIGHTS PER ELECTRICAL DRAW r , Tyr. ! \ — — — — r� � i 1 i I i CONNECT TO EXI5TIN& ELECTRICAL SYSTEM. r. 5 k/ °\ = � " •• °' •I° 1 i 1 I 1 GN-Iq VERIFY IF EXISTING. IF NOT, PROVIDE NEW S.S. CLOSURE TRIM AT GEILIN6 EXHAUST es \;^ .. ---.. y- € s N` Q I im ! .. .. I , • O O O O No ' O O O : _ O ' :: � II' :1 I', I, I,I �. ,� ,, \ HOOD. SEE DETAIL 12/A4.3. 16 an - I - . � -- ., �; �—: I ��:: : �� :: -, : �1 :: � :: ■ - , - �® ;..' .., �. . � . t %.. -� ` ,lJ.• \� `•�, / . - .. ,.__ ------.. �'�- mt, _ , I1 111 ' ... . .. . ", �, ; . .�� :: I I I \ I I � - 1. • 1.... N I .. < ,; 16Li G 1 \ ,. -%� ... .... I., .... ...."'.-' :*.*.' \ - I. .. - . ... CL ..... ., ti. . - I I . . .. I \ " GN I s GNI / NOTES I I CEILING G / I I t .....- .:,- ,.,.- . 'x 01"' I I I I I I I .1-. I . � ...,.. %: :7.,%.. . ;.1 . : ;`.. �.~ 1 ______ 1 DIMENSIONS ON5 PRIOR TO WORK. _ I I I. VERIFY EX15TING GEILIN6 HEIGHTS 4 ALL D MEN + I. ----- {E1��iF. �8''I�2•• s F 1 A` 1. 11 I M I II .t. . . ri - I EQ: E \ / I ' d A. I I I .y .F:'E,?f15 . / ,. o o 0 0 I I I II D FOR CEILING :,' t`ID RETURNS A5 REQUIRE L I IFFU5ER5 A ��' \ IN HANG D •, 2 RELOCATE EXISTING MECHANICAL AL �` � A.F . EXIS I REL - I A:��:I✓ .I.F�� F I U .• I I t v— J s.' — — N DIFIG N. MO ATIO ° I I -v :O•. . % J 0 ,. I I U �r w / v I I f� 7 � N _. \ N \ I GN=•05 1 \ O / \ v -v a� L.. / 0 o ,. ._ p:: ;0: ::{�,: L a \ o �: .... _ GEILIN6 TILES WITH NEW T LE5 - . 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION I � �, L ° � �, u 1 — v s `\ •L a z I.- *"I ..... %. :Z, . o- .t GN 13.�� a a� - .o ,1�``�� NAGE I O D'S PRO JEGT MA ..! ---- - - TO BE VERIF ED BY MGD NAL R). Fw' L a� v , o v a O ,O� ■ - \.. C 5 CL °` `', I `° �`` I 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION LIGHT FIXTURES WITH NEW v -° � (D a) ° :' _ —. - — I O D'S PROJECT MA o v 3 � E•� In BY MGD a. �/, ,_ , FIXTURES TO BE VERIFIED NAL NA6ER). •4 I 1 VJ I , I U O.i-!.N L- uj0 I--W :: '` ;•, v l I C ON� 4) L. ` - ``. � F` '' 1 O c _ :: � . -� _ � : '�. LEGEND -0 ° CN-1 r -a`, EQ. U. 1 0 :� , U� v c'v,o- :` I 04 0C O O �. :\ 1""'=`1` '` GN' UD U c r € li= f` �::`: __ __= EXISTING CONSTRUCTION TO REMAIN ° o ° O O 1-- o ,' € O :. I I C ° — — C € Ll' ;` €I �, '' �,;: F=______= I NEW OVERHEAD CANOPY/TRELLIS CONSTRUCTION �' O •N E c ■ I- : :� �:' O , I':: , ----- EXISTING CONSTRUCTION/FIXTURES TO BE REMOVED v ° o ° �1.. . " .J _ .. "'` o U t GN-I 1 ---�; �: - � C.N.�3 I I I I o c aO�i o L ;", °� rt �:,. -1 :::. I I ` NEW WALL CON5TRUCTION +, J .c o v I "115.. _:`'< I III ('S cvi O u� IR` I �, �`' .•�: _ ;`:� I °I° W NEW RELOCATED EC�IJIPMENT i t o+' c °' o OR U =+, rnv , 1 . O 11, a� o ■ € � - =Z , : I I :: i N Pi � I" ... �,��;..: -..I-.--- I.. o ."'..., ."./. , .... //' - 11- E . + 8'- 1/2" Ii:`: - - - - - °1° EXISTING SUSPENDED ACOUr'TIGAL TILE AND GRID TO REMAIN v o 3 L-4° ■ I -- - - -- 1 111 L'S a GN-I fi.`. ... ", . . A.F. i () . . EXIST �I — . .:.:= ..- "'.:� O I,,,' �: : I I u :E N c a, `o N o-v° 4.: i I I+ ,, I I I I c a�.t�- v1 D. �� ,,/ -"' `� O .. . I I: GN I3 I III I€r y-Z y c i KI - O 4 - 0 OE I ;,11 ` ° 3 a� o .;`� . I I a� 0pjNy,UU �G - �,.::, e Q N :.` :: : ---------� t NEW SUSPENDED ACOUSTICAL TILE AND GRID os`oa) m --- - - I I--- n.- c N i`` � :.i ' ``" I GN-04 1� �:` .11 im I �- �:i E . . 1 44 .. 0 O :I �.N , v 4 EXISTING FLUORESCENT LIGHT TO REMAIN 1 I - - - ---'— €€ �! I I ' OFFICE , I I :: , NEW FLUORESCENT LIGHT PER ELEGTRIGAL E . — I I -: ` ' -` . I s x ---- =- ---- 1 _ - _ _-- --- -_.. - 2 _ r i-n . - .-- _-----]-]] if EXISTING/NEW INTERNALLY ILLUMINATED EXIT SIGN PER ELEC. II I 11 11 I I I, EXIT EXIT G.G. TO VERIFY ALL LOCATIONS 5HOWN ON PLAN EXIST. IF D 11 II , GN-04 11 i I I- NOT PROVIDE AS 5HOWN. i -- --- i 11 11 11 11 RELOCATED/EXI5TIN6 MECHANICAL SUPPLY AND RETURN I- I., �-- I€ I I GN-02 I I I i I I Lu ------, ,. --■--- I P ESE TER L� �-r== __— ==-=====__�=J! DIFFUSERS,V.I.F. . .- c i I I GN-14 GN- L 1 k) 0 I I I � < R I F�` I 1 O NEW RECE55ED DOWNLI&HT PER INTERIOR DESIGN DRAWIN&5 C) z 0 I ' I--TT- �,---------- ----rr------- -------�-- ------------rr------------- -I�- -------n-� 11 11 0 1 11 0 11 11 0 11 11 � I 1 11 � NEW EXTERIOR WALL SCONCE SCONCE PER ELEGTRIGAL �j � 11 II I II II II II II II 11 IL 0 11 11 11 11 11 I I EXI5TIIG CEILING SPEAKERS TO REMAIN. V.I.F. z II 11 ■ 11 GN-02 11 11 11 CN-02 11 II GN-02 11 I, I II II II II II II If II I 0 � 11 11 III II II 11 11 11 II 11 I 11 ------- if if 11 11 11 11 1€ I 1 - SQUARE SINGLE RECESSED LIGHT 7- � w ;h 11 11 I1. 1€ 11 1I II 11 1111 i V) is H 12_ -_�- __ S CEILING KEYNOTES GN-0I REMOVE EXISTING ACOUSTICAL GEILING GRID TILES,SOFFITS LIGHTS. LIGHTING CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL CEILING GRID 4 ■ TILE AT EXISTING CEILING HEIGHT PER INTERIOR DESIGN DRAWINGS: U56 OLYMPIC MICRO GLIMAPLUS,TEGULAR EDGE, COLOR: WHITE (SURFACE MUST BE WASHABLE 4 TILES MUST BE VINYL FACED AT KITCHEN.VERIFY FIN15H 4 INSTALL HEIGHT WITH INTERIOR DESIGN EQ. d, EQ. EQ. EQ. 1■ Ec DRAWING5. INSTALL NEW LIGHT5 PER ELECTRICAL DRAWINGS;CONNECT TO EXISTING ELECTRICAL SUPPLY. PAINT EXISTING VENTS PER INTERIOR DESIGN DRAWINGS. SEE TYPICAL DETAILS ON SHEET A4.4. ■ GN-02 NEW EXTERIOR WALL SCONCE LIGHT FIXTURE. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. GN-03 RELOCATED/EXISTING CEILING SPEAKERS TO REMAIN. COORDINATE WITH ELECTRICAL DRAWINGS. REPLACE IF DAMAGED AND RECONNECT TO EXISTING ELECTRICAL SUPPLY. ■ GN-04 RELOCATE EXISTING INTERNALLY ILLUMINATED EXIT 516NAGE 4 EMERGENCY LIGHTS A5 SHOM OR INSTALL NEW AT NEW DOOR LOCATIONS AS REQUIRED. COORDINATE WITH ELECTRICAL ORAW065. GN-05 PATCH/REPAIR EXISTING GWB CEILING A5 NECE55ARY FOR NEW CONSTRUCTION AND CN-02 ■ PAINT PER INTERIOR DESIGN DRAWINGS. REMOVE EXISTING FLUORESCENT LIGHT FIXTURES u AND INSTALL NEW RECESSED CAN LIGHTS PER ELECTRICAL DRAWINGS. CONNECT TO =� EXISTING ELECTRICAL SUPPLY. SEE DETAIL 5/A4.4. GN-04 ■ GN-06 REMOVE EXISTING WALL SCONCE LIGHTS;VERIFY WITH MGDONALD'S CONSTRUCTION ---------- -- -- -------------- ___ o _____ ----- MANAGER IF FIXTURES ARE SALVAGEABLE. CAP ELECTRICAL BEHIND WALL. GN-0't REMOVE EXISTING SOFFIT $ LIGHTS. LIGHTING GIRGUIT TO BE REUSED. INSTALL NEW GEILING CLOUD SOFFIT A5 SHOWN,PER DETAIL 10/A4.6. ANCHOR TO STRUCTURE ABOVE, EX 11 PROVIDED BY VENDOR. PROVIDE BLOCKING ABOVE CEILING A5 REQUIRED.VERIFY WITH c� t" INTERIOR DESIGN DRAWINGS. INSTALL NEW LIGHTS A5 SHOWN 4 VENDOR. FINISHES PER INTER PER ELECTRICAL;CONNECT TO TO EXISTING ELECTRICAL SUPPLY. < ■ GN-08 REMOVE PORTION OF EXISTING MEW BOARD VALENCE 4 INSTALL NEW A5 SHOWN. SEE DETAIL 13/A4.6. FIN15H PER INTERIOR DESIGN DRAWIN65. GN-09 COORDINATE DEMOLITION WITH GN-0I . INSTALL NEW 2024 ACCENT SUSPENDED ■ ACOUSTICAL CEILING GRID 4 TILES PER INTERIOR DESIGN ORAWIN65: USG FR05T w r� GLIMAPLUS TE&ULAR EDGE COLOR: BLACK (SURFACE MUST BE WA5HABLE 4 TILES MUSTC�t <- l': < �- BE VINYL FACED AT KITCHEN).VERIFY FINISH WITH INTERIOR DESIGN DRAWINGS. DRY ■ INSTALLATION HEIGHT PER PLAN 4 INTERIOR DESIGN DRAWINGS;V-1-F. INSTALL NEW STORAGE STORAGE LIGHTS PER ELECTRICAL DRAWINGS;CONNECT TO EXISTING ELECTRICAL SUPPLY. PAINT VENTS PER INTERIOR DESIGN DRAWINGS. SEE TYPICAL DETAILS SHEET A4.4. a e a TRASH GN-10 REMOVE EXISTING FINISHES AT MENU BOARD VALANCE 4 INSTALL NEW WALL TILE PER ■ INTERIOR DESIGN DRAWIN65. PREPARE EXISTING SURFACES AS NECESSARY FOR CORRAL FREEZER INSTALLATION OF NEW TILE. GN-II PROVIDE NEW ROUGH-IN5 FOR FUTURE DIGITAL MENU BOARDS PER ELEC. DRAWINGS. ■ GN-12 INSTALL NEW BULKHEAD A5 SHOWN. FINISHES PER INTERIOR DESIGN DRAWINGS. VERIFY BULKHEAD HEIGHT WITH INTERIOR DESIGN DRAWINGS. SEE DETAIL 13/A4.6. S ER,.I E. I . _ GN-13 REMOVE EXISTING DIFFUSERS FOR INSTALLATION OF NEW CEILING GRID d TILES. ■ OFFTAKES TO REMAIN FOR REUSE. RELOCATE EXISTING DIFFUSERS AS NECESSARY. PAINT TO MATCH ADJACENT CEILING. GN-14 INSTALL NEW VINYL FACED 2'X4SU ' SPENDED ACOUSTICAL CEILING GRID 4 TILE TO LAN P a I MATCH EXISTING. SEE TYPICAL DETAILS SHEET,A4.4. INSTALL NEW 2X4 FLUORE50ENT ■ LIGHT AS 5HOWN AT GASH BOOTH. CONNECT TO EXISTING ELECTRICAL SUPPLY. SEE OF ELECTRICAL DRAWINGS FOR MORE INFORMATION. I • GN-15 RELOCATE EXISTING 2X4 FLUORESCENT LIGHT A5 NECESSARY TO ACCOMMODATE NEW ■ CONSTRUCTION AND RECONNECT TO EXISTING ELECTRICAL SUPPLY. SEE ELECTRICAL > .ui DRAWINGS FOR MORE INFORMATION. Z GN-I6 INSTALL NEW G.W.B. SOFFIT TO EXTENT SHOWN. INSTALL NEW LIGHTS AS 5HOWN 4 PER ELECTRICAL;CONNECT TO EXIST. ELECTRICAL SUPPLY. VERIFY SOFFIT HEIGHT WITH r `> ■ INTERIOR DESIGN DW65. FINISH PER INTERIOR DESIGN DRAWINGS. SEE DETAIL 20/A4.4. = I , �a I GN-17 NEW PENDANT LIGHTS PER ELECTRICAL DRAWINGS 4 INTERIOR DESIGN DRAWINGS; I I CONNECT TO EXISTING ELECTRICAL SYSTEM. ■ GN-18 NEW WAIL WASH LIGHTS PER ELECTRICAL DRAWINGS 4 INTERIOR DESIGN DRAWINGS; I CONNECT TO EXISTING ELECTRICAL SYSTEM. GN-Iq VERIFY IF EXISTING. IF NOT, PROVIDE NEW S.5. CLOSURE TRIM AT CEILING 4 EXHA05T HOOD. SEE DETAIL 12/A4.3. I ■ COOLER I CEILING GENERAL NOTES ..............: 1 I. VERIFY EXISTING GEILING HEIGHTS 4 ALL DIMENSIONS PRIOR TO WORK. 2. RELOCATE EXI5TIN6 MECHANICAL DIFFUSERS AND RETURNS AS REQUIRED FOR CEILING ■ , MODIFICATION. J V o I Z` �vv,FNc.N 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION GEILING TILES WITH NEW TILESo `v °.�'° `O CL (TO BE VERIFIED BY MGDONALD'S PROJECT MANAGER). a 2 a°i ° v°i �> GN-04 �° a o a�v° v C-o I!� 1 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION L16HT FIXTURES WITH NEW ° ;) GN-02 I FIXTURES (TO BE VERIFIED BY MODONAL12 S PROJECT MANAGER). O 3 °�'o a rn a . + DUD 1/2" o cD _a E:L LEGEND *A.F.F. EXIST. o �° ° 0. � �� v c via C*' 0 r--0v.3 `+ ° c (D _ � v vc °L EXISTING CONSTRUCTION TO REMAIN v o� o o ° 0 I a X tso� 0vc Lu ------------------- NEW OVERHEAD CANOPY/TRELLIS CONSTRUCTION - �'c � 0.y ° j L 17 O W N E V c ■ --�- ------_-_- -- --- --- EXISTING CONSTRUCTION /FIXTURE TO BE REMOVED ° °_ ° N NEW WALL CONSTRUCTION ° �~ a v a °v -v v N ° ■ NEW OR RELOCATED EQUIPMENT o v c U �+� � c a� vvca� ° rn I 00%y` O*- V V L CCD I -0 °-�O aai ��'E I ■ EXISTING 5U5PENDEO ACOUSTICAL TILE AND GRID TO REMAIN v o a C : ,0CL a I 4 c + c + ® o ° 3 0 0 0 0 0 d 0 7 fA 0.0 0 NEW SUSPENDED ACOUSTICAL TILE AND GRID 0 0 o o 0 i-> 0 H a3v- c++ u)++ CREW ■ ROOM m EXISTING FLUORE50ENT LIGHT TO REMAIN 0) � �, y N ■ 0 ti) cel r 4 ts) FF E . + '-8 I/2" NEW FI.-U0RE5GENT LIGHT PER ELECTRICAL .F.F. EXl 5T. EXISTING/NEW INTERNALLY ILLUMINATED EXIT SIGN PER ELEC. EXIT EXIT G.G. TO VERIFY ALL LOCATIONS SHOWN ON PLAN EXIST. IF �- NOT PROVIDE AS 5HOWN. t I -- - - - RELOCATED/EXISTING MECHANICAL SUPPLY AND RETURN lu -------------------------------------------- �--- DIFFUSERS,V.I.F. � C I � Ex` NEW RECESSED DOWNLI&HT PER INTERIOR DESIGN DRAWINGS C) 7 � o NEW EXTERIOR WALL SCONCE SCONCE PER ELECTRICAL LU D- ■ EXI5TIN6 GEILING SPEAKERS TO REMAIN.Y.I.F. H 5QUARE SINGLE RECESSED LIGHT Z Q g ��_iI-___ a (COLOR TO MATCH CEILING) ` D O O RECTANGULAR DOUBLE RECESSED LIGHT Lu tn Rz EG (COLOR TO MATCH CEILING) ■ Z 0 �D 24"X24" SUSPENDED ACOUSTICAL ACCENT CEILING GRID 4 TILES. I1) c � ■ S Imo- V ' J I� U) � NEW PENDANT LIGHT PER ELECTRICAL A 12-402 - #10g2b 0 z PARTIAL REFLECTED C L N G. PLAN (NORTH) NEW WALL WASH LIGHT PER ELECTRICAL l A 1 3 AI.3 SCALE: 1/4" = 1'-0" RCP ROOF PLAN KEYNOTES X U- U- u- 2 I RN-0I NEW ALUMINUM CANOPY BY OTHERS;SEE ELEVATIONS. ■ 2q'-61/4" (V.I.F) 14'-5 1/4" EQ. EQ. 23'-q" RN-02 NEW ALUMINUM CANOPY TIE-BACK BY OTHERS;SEE ELEVATIONS. 1'-0" N.1.F) (HOLD) 1'-0II 1'-0II (V.I.F) 1'-0" RN-03 NEW ALUMINUM TRELLI5 BY OTHERS;SEE ELEVATION5. ■ (. ,) EQ. EQ. (TVP) (TVP) (TVP) EQ. ?'-4" EQ. (. ,) RN-04 NEW ALUMINUM TRELLIS TIE-BACK BY OTHERS;SEE ELEVATIONS. RN-03 11-0' RN-03 RN-04 r_; Rai RN-05 NEW ALUMINUM 2X8 WALL FASCIA BY OTHERS;SEE ELEVATION5. (�) I P. I t RN-06 NEW MCDONALD 5 516NAGE BY OTHERS;SEE ELEVATION5. ■ RN-0? MANSARD TRUSS OVERFRAMING AND ROOF FIN15H PER SECTIONS 4 STRUCTURAL RN-0I DRAWINGS. ENSURE POSITIVE DRAINAGE SLOPE TO REAR OF BUILDING TO MAIN ROOF. I I � ■ Q I y RN-06I D D i i Q RN-08 NEW ROOF CAP ELEMENT BY OTHERS. RN-02 e®I I ■ RN-05 RN-04 doI u-: O - - k I I RN-06 ■ m Z m i i � SLOPE SLOPE -I I I t I I L ■ I I 2 LL I I � �-o RN-01 ( I RN-01 I I ..................................... .............................................................................. I � ■ c� w i < I I ■ - : :................. - a a a ............................. AP v / I RN-06 Ap I E :: IS x I I I ■ I I 0 (9 I AP Q ---- -_.._-,.._.'', OPE i N d I r y :.:.::.:::..:: •� i .. RN-07 oI I ITYP. Kl� I I � ■ I CL. SLOPE SLOPE I I Lu J � 0 ROOF PLAN GENERAL NOTES IST) ��U-00 � ,� � �•` I I 1 ° I. ALL AORK ELECTRICAL 4 PLUMBING SHALL COMPLY WITH ALL APPLICABLE LOCAL,STATE a 0 I = p � � � caL-oo AND HEALTH CODES. cn L ate, O I O z!i 2. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERAISE. c �_ 3 °',E o I I a p ° , ° • ° L n t I - T AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ° v c'w 4-0I .....................11�1..................................................................................:, - 3. EXTEND CONDU -� �, o ° ° I I (HOLD) c �, v t o ON EQUIPMENT AND MAKE FINAL CONNECTIONS. o o E•-— c o ................................................................................................ I I RN - t v 'rn a i _ N 3++ ° x ---� m 4. CONTRACTOR SHALL VERIFY THE EXI5TING CAPACITY OF ALL ELECTRICAL PANELS PRIOR o oc v v c o ■ �� ' �� / TO ANY WORK. WHEN WORK 15 STARTED CONTRACTOR SHALL A55ME THAT THE NEW U — �- o / CIRCUITS AND THE PANEL LOADS BALANCED PER MCDONALD5 STANDARDS. t s °° ° o v °c ■ ,"� ; _ -� 5. CONTRACTOR TO VERIFY DIMENSIONS OF ALL TRELLIS,FASCIA,ETC. IN FIELD PRIOR TO ° o Q ORDERING. o c o v C J~ L L � °_ ° °�v I_ RN-04 6. GENERAL CONTRACTOR TO VERIFY CONDITION OF THE EXISTING FLAT ROOF TO Q'o •- �/J - fA N '0 6. -� DETERMINE W-NCH PORTIONS, IF ANY,NEED TO BE REPLACED. VERIFY THAT ALL U O++ o � PORTIONS OF THE ROOF PROVIDE POSITIVE DRAINAGE TO EXI5TING ROOF DRAINS. IF a N"'�o-- c 4( .� v�- I_•- 0o— c ANY PORTION OF THE ROOF NEEDS TO BE REPLACED, CONTACT THE ARCHITECT FOR -° •° a o ` °' c �+� aanL`E APPROPRIATE DETAILS. ■ AP C'S N8c �' `o ° ov° q�� 0 0 a0 0202 > > 00 < D.° N N U U % `fes t 0�' p OtCL c-w 4)r • UJ � — aft ........................................................................... . ■ -05 '� N r� uj __ --_-,----- _. --_ I I SLOPE `9 `� 4C w ■ LEGEND 0 0 I I I 2 I I NEW ROOF CON5TRUCTION - ' NEW LOW ROOF CONSTRUCTION I I . .................................................................... �C - AP Lu 00 > TRELLI5 SYSTEM WITH ALUMINUM INFILL PANELS. SLOPE TO �= ■ i i EDGE ® 1/4" PER FT. SLOPE RN-01 i < I I I RN-04 Ill ■ l I � � I� z _ I RN-03y ■ � � � � � � 4 � RN-08 zSe so, Se � I� `) I II RN-04 I'-0" I'-0" II-O" I�1 z (. ,) EQ. '4 ( ) � TYP (TYP) (TYP) ■ � 6 � I II r--i _ 4q'--1 5/4" RN-03 I-6 3 I/2" 8'-8 I/2" m v HOLO _ ■ (V.I.F) (Y.I.F) CITY OF TIGARD — — 1 Approved by Planning A32 Date: ��' �',�/� Al 2-4i�2 - #1 e�q2b Initials: �` i?' z PARTIAL ROOF PLAN (SOUTH) `� L" A 1 o4 C�,A.4 SCALE: I/4" = 1'-0" ROOF PLAN ROOF PLAN KEYNOTES u- u- �C RN-0I NEIN ALUMINUM CANOPY BY OTHERS;SEE ELEVATIONS. 241'-6 1/4" (V.I.F) ■ RN-02 NEW ALUMINUM CANOPY TIE-BACK BY OTHERS;SEE ELEVATIONS. RN-03 NEW ALUMINUM TRELLI5 BY OTHERS;5EE ELEVATIONS. ■ RN-04 NEW ALUMINUM TRELLI5 TIE-BACK BY OTHERS;SEE ELEVATIONS. RN-05 NEW ALUMINUM 2X8 WALL FASCIA BY OTHERS;SEE ELEVATIONS. RN-06 NEW MCDONALD'S 516NAGE BY OTHERS;SEE ELEVATIONS. ■ RN-0? MANSARD TRUSS OVERFRAMIN6 AND ROOF FIN15H PER SECTIONS 4 STRUCTURAL DRAININ65. ENSURE POSITIVE DRAINAGE SLOPE TO REAR OF BUILDING TO MAIN ROOF. z C) ■ RN-08 NEW ROOF GAP ELEMENT BY OTHERS. RN-05 ■ RN-01 151-OPE 121 ::............................................................................................................................................................ ....................... lu c� SLOPE ■ IST, ■___..._.:- a > 1 .. ....................... HE I E. ■ (fj F KLAI A w ■ ® ci a ■ a z "*---------- CL :iii ...... ■ (6F3yI[ CRN-a5)S SLOPE �, J L 4- N EX1STa . ROOF PLAN GNOTES J L o - � v to o o c o `:ro•° -07 I. ALL WORK ELECTRICAL 4 PLUMBING SHALL COMPLY AITH ALL APPLICABLE LOCAL,STATE •c a a v a�'� ° AND HEALTH CODES. N o a+; 2-03 'v ° a `o acv° 'u ao 2. MINIMUM WIRE 51ZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. °c v : a� 0'�� a t 5. EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS. o E•-- a'o w � ° ° 20- v+a ■ �`� 4. CONTRACTOR SHALL VERIFY THE EXISTING CAPACITY OF ALL ELECTRICAL PANELS PRIOR N o °c-°v.3 0 0 -4-= TO ANY WORK. WHEN AORK 15 STARTED CONTRACTOR SHALL A5SURE THAT THE NEW -�' 1- o-° CIRCUITS AND THE PANEL LOADS BALANCED PER MCDONALDS STANDARDS. s t ° ° a� v °c L �cc+% o.N ° E0 Oc ■ 5. CONTRACTOR TO VERIFY DIMENSIONS OF ALL TRELLIS,FASCIA,ETC. IN FIELD PRIOR TON o c a°xi z ORDERING. RUBE= c v ° _j � o v � U 6. GENERAL. CONTRACTOR TO VERIFY CONDITION OF THE EXISTING FLAT ROOF TO ' °' °' 00 DETERMINE WHICH PORTIONS, IF ANY,NEED TO BE REPLACED. VERIFY THAT ALL ° :� ° c PORTIONS OF THE ROOF PROVIDE P051TIVE DRAINAGE TO EXISTING ROOF DRAINS. IF 0a °•"- o .�c N� L.- ANY PORTION OF THE ROOF NEEDS TO BE REPLACED,CONTACT THE ARCHITECT FOR 3 ° a°i as 0 6� am ``E ■ APPROPRIATE DETAILS. v o o N 'o 0 o Q-o a 0A`oQ'av ■ ® v 3o0 >, prnc N 0 'O 7 N �,U U = O 0 of L- 11 v- c-W rn-W I� O Lu CR–N--0-6-) ■ LEGEND �� (y _______________ _ _______ . _-:.::......_._:.....:._._.. :..:::::::::... � NEW ROOF CONSTRUCTION TSLOPE ■ NEW LOW ROOF CONSTRUCTION L z < RN-01 AP I-- TRELLIS SYSTEM AITH ALUMINUM INFILL PANELS. SLOPE TO - I, ■ ED6E ® 1/4" PER FT. -j Lu D- n ■ w z pp Q) �� w CL H F- RN-05 RN-05 4z z �I 1yr�ppy` E O ! RN-05 0) x D (W-TYP-041) I-0EC �" A > z (TVP) _ B • � z U ;S) I6'-8 I/4" i < CITY OF TIGARD N.1.Fa �■ �_ � W A Approved by PlanningU) Date: ��_'_/. A/ A 12-402 - #1 OC42b Initials: A 1 io5 PARTIAL ROOF PLAN (NORTH) AI.5 SCALE: I/4" = I'-0" ROOF PLAN 2 ca IL U_ IL EN_Oq EN-10 2 EN-02 EN-07 EN-10 EN-11 EN-05 EN-04 EN_Oq A5.2 EN-14 EN-16 EN-15 EN-01 A3.O A3.0 TYR EN-14 ,$T.0,,11-TI,HEARTH r,T.O. ENTRY ARCADE jl PARAPET 17�-- ELEV. + 11'-5 1/4" j 0 EN-16 . ........ .... ........ B.O. PARAPET BAND/ .0 it ARCADE WALL .................. ....................... $ET it It] ......... ........ ......... ..... ........ ...................... ENO*1 ......... —........... ............. A4.2 L ...... .... 5] _j *5.0 P-T,TRELLIS in limit .......... < MV- .. ....................... -411 it B.O. TRELLIS/CANOPY EaLEa EQ Ea . .............. ............................................ 2 t vvel oml- '7 ---------------- ..................... .....................-..........................................I..I ..........- t EN-Ob t tt I..............I I ................... ............... t ............ ............... la a ......................... ........... EN-Ob ................ EN-06 0 10 A4.5 EN-05 an av_b TYP. TYR O Cs 4 Q ............. 22 WAINSCOT 2 T.O. -0 Y — — — — — — t�V. (MATCH EX15T) iT . ... .... > $�T.O WAINSCOT J (MATCH rzXI5Tj ............ t . 5LAB ........... : : ;1: 1 N I-V U EIS LCWD L(ffi;0) "EN- )q-CIEN-11 EN-25) V-� Lm 0 TYP.__ SOUTH ELEVATION IRKLAND,WA spvso/ SCALE: 1/4" 1'-0' OF 00 a gi�� , 'd EN-0q EN-01 EN-01 EN-02 EN-10 EN-14 EN-04 EN-16 EN-05 EN-15 EN-01 EN-10 EN-05 EN-02 EN-25 EN-25 EN-14 EK-16 EN-05 = TYF. TYR EN-16 EN-10 TD. ENTRY ARCADE �$ELI + Il'-5" ID .............. ,d,T.O. PARAPET "FELEV. •+ IN" x ................... .................... Mill; ..........................= ..r T.D. R 15TJ =I.�................ .. ...........I.I. ......... ............... .............. ................. ........... ....................................... ELEV. 1-6 1/4"' .................... ............................... .............................................................. B.O. PARAPET BAND/ ..................... ............................................... ...... I I I ............ T.O. ARCADE WALL EN-I& ELEV. + 151-4" :5 -6 EG Ba A42 ........... . ....... .................................... ..N EN . . ................ I I .......... .. .... I I I.I...... ..............................=..=.I..... .... I ....... I............... 10, F1 le A:? 0 ................... .................... ................... ............................I ............................ ..... ...................... ...................................... .................... ............................................ ........... r Mao u a e come I..................................I I............................. I I...................... ..I.................................................................................... ........................................I—- I.... .......... s5.O. TRELLIS/CANOPY A- .................................................................. ......................... ...I................................ ................I—, ............................................................................................I I.. ........... ...... I .......... . ............. ELEV. + q'-4" EN-04 ..................... .......... - ............................ 0 EN-05 ... .................................. I I.......... ...........I . .................. 4 10 1 .......... ..........- - - - .....................I I ELEV. MATCH TYR Lt ° 0 2 No A43 ................ NTrH (E) ................................ .............................................................. U) ,14 (E) EN-11 Ez, M a , 0 ............. ............ 0. SLAB 11 EN-24 X/I 1$1E ............... .................... S 9 Fu ...................................... ..... .............. It I -, -1 --,- .................... ........... ...... .......................... I ........ r\ lzii I i !L :: ! ijt : I.. ...... ............... 0 l it ................. ....... - --- NN. O�0 k I f !ER 0 CM 0 Lm ICA '2 0 12 300 2 EN-26D tL iL 0 0 Tl • 0 00 0.0 0 0 a 0 0 2� 0 ll 0 a. Oc Ow- EAST AST ELEVATION b 0 ra 50ALE: 1/4" 1'-0" z < u7 m (k, ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGENDEII NEW 8" EXPOSURE, CEDAR MILL FINISH HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. METAL LETTERING - BY OTHERS. I. FASCIA SIGN WALL SUFFORT5 TO BE VERIFIED WITH Mc-DONAL05 AREA CON5TRLCTION TAUPE SCHEME COLOR: BASE BUILDING. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. GAS METER ASSEMBLY TO BE RELOCATED. CEMENT BOARD LAP SIDING: JAMES HARDIE 8" EXPOSURE CEDAR MILL FINISH NEW PARAPET ACCENT BAND 4 DRIVE-THRU SURROUNDS PER COLOR LEGEND, THIS 2. DENOTES SAFETY GLAZING. SHEET. EXISTING ELECMCAL METER A95EMLY TO REMAIN, ARCADE5 4 HEARTH: TILE: "Ott - EUROAE5T BRUSH STROKE SERIES PORCELAIN TILE BY EUROl PER COLOR LEGEND (STAGGERED SEAM PATTERN) NEW #215 READY-ACCESS DRIVE-THRU WINDOW PER MODONALDS STANDARDS _j Lu (1.500.6215046). ENSURE OPERABLE PANE SLIDES FROM BACK OF RESTAURANT PARAPET BAN12 4 METAL-ERA CORRUGATED METAL ASSEMBLY PACKAGE - w CL Ib" HIGH ALUMINUM CANOPY (COLOR: GOLD). DRIVE-THRU SURROUND 116" "5" PANEL 24 GAUGE; < TOWARD THE FRONT. SEE DETAILS, SHEET A4.0, FOR APPROPRIATE OPENING FLASHING COLOR: CITY 50APE C) a ALUMINUM CANOPY TIE-BACK 4 AINIWN SCHEDULE FOR MORE INFORMATION. T1 < ji ALUMINUM TRELLIS (RMHC) COIN COLLECTOR (OPTIONAL). SEE DETAIL I I/A43. EASE BUILDING: "TAI TAUPE" #E3M-2111-40 0- EXISTING BICYCLE PARKING RACK TO REMAIN. FAINT To MATCH BASE BUILDING COLOR. z ALUMINUM TRELLIS TIE-BACK N4 (ALL COLORS ARE PER BENJAMIN MOORE FAINTS, Ul tI,Q C) ALUMINUM TRELL15 2"XW WALL rA501A. OVERFLOW SCUPPER;FAINT TO MATCH ADJACENT FINISH. SEE DETAIL 20/A4.2. Z < fy �u u- RoorcAp ELEMENT BY OTHERS (45' @ ENTRY ARCADE) (C-OLORI NEW RELOCATED GUARD RAIL. FAINT TO MATCH 5l BUILDING COLOR. C� w 1) EXISTING BRICK WAINSCOT TO REMAIW NEW BRICK WAINSCOT TO MATCH EXISTING. I lid METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL > EXISTING EXP05M CONCRETE STEM WALL TO REMAIN. ID wA swnmow To MATCH EXISTING (10" BOTTOM STILE AT DOORS) PER SCHEDULE, Z Z 0 q) EX15TINCo HOLLOW METAL DOOR 4 FRAME - FAINT TO MATCH COLOR OF SURROUNDING EXISTING METAL SATE-5 AT TRASH CORRAL. FAINT To MATCH BASE WILDING, COLOR. MATERIAL. Mg EXISTING/ RELOCATED RAIN LEADER DOWNSPOUT;RECONNECT TO (EXISTING, 5Y5TEM AS y z LIGHT FIXTURE (WALL SCONCE) SEE ELECTRICAL NECESSARY. FAINT TO MATCH ADJACENT FINISH. LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL A 12-402 1 Oq2e) WPONALD'S 5IGNA6E BY OTHERS - UNDER SEPARATE PERMIT, SEE SIGNAGE SUPPORT NOTE ON TH15 SHEET. A2o 0 ELEVATIONS �? �L) ?' '�6 SL 1L 9L EN-14 EN-10 EN-03 EN-02 EN-01 EN-08 EN-10 EN-13 EN-28 EN-23 EN-14 EN-03 8_8 EN-Oq TTP. TTP. S . EN-14 T.O. D-T HEARTH 1 BELE/ + Iq'-II" A42, EN-10 sT.O. ENTRY ARCADE _.. ._ EN-I6 j,T.O. PARAPET ELEV. + IT-II" 7— T.O. RTU (EXIST) _ C ELEV. + 11'-8 I/4° 77_ . :. Q .. :.- ..: r - —t m .. .. ' B.O. PARAPET BAND/ .., T.O. ARCADE WALL ,:.: E EN-01 EN-01 _ 5 J . .. ... .... ._ L_........ �� ELEV. + .... . .... .............. ...... �7 ... .... A42 a . .. .. ......... r n 1 5 1 - - L J — [ D-T TRELLIS A43 _ _.__ EO EQ _._.. -411 ILI s9.O. TRELLIS/CANOPY ELEV. + q'-4" 1 _._ EN-06 .... _ _ EN-06 EN-08 10 _ . A43 b T.O. WAINSCOT _ ......... _._.. ............. .... .. ELEV. (MATCH EXIS7J ll z a $r'.O. WAIN5COT r r t :. X r t ..1.. +,.. 7 C [ r r T i 1 :1. 1 i. S .1: , ELEV. (MATCH EXIST) r a t � 7 , t � ' � I I I i ' , 1 ' € t EN-lo EN-0I EN-25 EN-Iq EN-12 EN-18 nKLAND,'! NORTH ELEVATION OFO SCALE: 1/4" = V-O" U d 'ra EN-16 EN-14 EN-002 EN-08 EN-110 EN-13 2 EN-01 EN-06 EN-13 EN-13 EN-14 EN-0q EN-10 EN-14 EN-02 EN-06 EN-10 EN-Oq TYR . r� EN-14rll;: EN-Ib T.O. D-T HEARTH ELEV. + T.O. ENTRY ARCADE ` ELEV. + Iq'-3" � Iff T.O. PARAPET, ri? { L T.O.RTu (E IX STI) , .. �. . I f ELEV. :.r ) - - B.O. PARAPET BAND/ J d _ - - T.O. ARCADE WALL v "° 1.,,.,,, . . ... .._ .. .. .L. .� L. ..,, ... .... I _.... .... I ... .... . ............ .... L ........ .... ... ., .,, .. -._ _ I J ELEV. + 15'-4" ¢ o o d v o w o c .... .. .... ..................._. _.. . .... ..-..-_...__._...... ._.._... .. ............._.................,.......,....... ri.. ......... ....._ . .. ._... __ .. ..... �, .. ........ -....._ ... ...I .........,, L....... ......... ....___..._.. J............ ............ .......... I ........ ... ... c no.o a�•�c'�i+t.• EN OS L -__L...— C - 1- - - _1- _ ._.. -._� — L _ —I_ — _ % mao� � o _.. - - - a - - - - - - - - - — — _j o vo ........ .... .. a. '� ° V7— 1 REL EL TYL4 � o o � 3 �Eor -. ......... ......... ... ......... ......... ............ ..... ._.._.._., ...... .....-.. ._ -,.., ...... ..... ........... ..... ... .. ...._ ........ ......... ........ ........,,,... ........... '®" a y y"' I_ ._ ... .. - "1 ......... ... .......__ - _.......... .....-. _._._ _..__ ............._.,,.__..,. _.. ... N N B.O. D T bmp -� - ----.._._.. EN 04 _. . ... . ... .. _._. .. .... B.O. TRHLLI5/ CANOPY o N E w o r a _ __ ELEV + q' 4" v ' o° �� ......... ......... ......... �� .... ......... ......... - - 1q EN-0b o 4- . o r c ......... .... .., ....... ........... U coo•#o 0 ry C d _ _._..___ __..... .,,_.......................__ ... U _._... Ib . _____ ._..,.._ ....�................. 10_ - . .„ ..__..__.�_._.._....�......., .,,,. ....... _..._,,._., ,_ .,�,. ..,...�..... _ � � _. / / ; T.O. WAINSCOT ......... ......... ......... ......... �..�...�� ..,..... ........ . ......... ......... ..... .. ...�.....,, .. .. .... . ....... . .......... .. ......... A4,3 .... ......... .........., A4,3,. ....... .. ... L - o 0 0 0.., x.•,°'� o EN 25 ELEV. MATCH d ........ ......... ....... .. ......... .................... ......... ......... ... ..................................................... .... .,, ... . .,,..,,.,,..,. . ......... i::: ,.. ........... . ...... ..... ... . ............. . ., ..,...,,..,............................................... .............................., ... .,,..,..,,,.. . . ....... / T.O. SLAB g J .... o -... ... _._...... _ _._.__..... ELEV. _.: ...... _...e..i.. r v ...,.... ........r. I , a. .....r., .... -1.:_.'-1' �. t I .. , . : . . . . :r ...��, ..... ::. : o o m o 0 0 5 .( ....,._(., .,. T ....... ...._...:............ : .,.. ..7.......x_.....;,,,,.5 .m ^....7...: a. r.. _a_..._]..__,.. o r......... . . „...i....1 Y...n, t 1 v.... a ..._i.. Y .....!. ! ...:.... N l d O :E 0 7 if n _ 1 ..: O 3 O.O O O O r " r n r n N O N N U U EN-0I EN-10 EN-25 EN-12 EN-03 EN-0I EN-18 EN-02 1� EN-21 EN-20 EN-25 EN-OI EN-02 EN-03 1 6 EN-I EN-13 EN-11 EN-22 EN-24 o+L 2 0 a" z d TYR L L TYR 1-2 HO fc a 3° °c ` w (HOLD) w ti0 5m WEST ELEVATION D - 2 A2.1 SCALE: 1/4" = V-O" v iia !j 0 ' K t t r v ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND � � c ,rr - -- c5 EN-OI NEW 8" EXPOSURE, CEDAR MILL FIN15H HORIZONTAL GEMENT BOARD LAP SIDING 4 TRIM. EN-11 METAL LETTERING - BY OTHERS. 1. FASCIA 516N WALL 5UFFORT5 TO BE VERIFIED WITH MrVONALDS AREA CONSTRUCTION TAUPE SCHEME: COLOR: BASE BUILDING. MANAGER AND COORDINATED WITH SION MANUFACTURER. EN-02 NEW PARAPET ACCENT BAND 4 DRIVE-THRU SURROUNDS PER COLOR LE6EW7, THIS EN-18 6A5 METER ASSEMBLY TO BE RELOCATED. n GEMENT BOARD LAP SIDING: JAMES HARDIE 8" EXPOSURE CEDAR MILL FIN15H In �T• EN-Iq EXISTING ELECTRICAL METER A55EMBLY TO REMAIN. 2. " DENOTES SAFETY GLAZING, ARCADE5 4 HEARTH: TILE: "OYSTER" - EUROWEST BRUSH STROKE SERIES �- EN-03 PORCELAIN TILE BY EUROWE5T PER COLOR LE6END (5TA66ERED SEAM PATTERN) EN-20 NEW 02-15 5EADY-ACCE55 DRIVE-THRU WINDOW PER MCDONALD'S STANDARDS J Lu q r` EN-04 16" HIGH ALUMINUM CANOPY (COLOR: 60LD). (1.800.6215045). ENSURE OPERABLE PANE SLIDES FROM BACK OF RESTAURANT PARAPET BAND 4 : METAL-ERA CORRUGATED METAL ASSEMBLY PACKAGE - TOWARD THE FRONT. SEE DETAILS, SHEET A4.0, FOR APPROPRIATE OPENING FLASHING DRIVE-THRU SURROUND 1/811 1151' PANEL 24 GAUGE; Q d EN-05 ALUMINUM CANOPY TIE-BACK 4 WINDOW SCHEDULE FOR MORE INFORMATION. COLOR: CITY 50APE O w EN-Ob ALUMINUM TRELLIS EN-21 (RMHC) COIN COLLECTOR(OPTIONAL). SEE DETAIL II/A4.3. BASE BUILDING: "TA05 TAUPE" #BM-2111-40 z EN-01 ALUMINUM TRELLI5 TIE-BACK EXI5TIN6 BICYCLE PARKIN6 RACK TO REMAIN. PAINT TO MATCH BASE BUILDING COLOR. v (ALL COLORS ARE PER BENJAMIN MOORS PAINTS, U.N.0) z � h EN-08 ALUMINUM TRELLIS 2"X8" WALL FASCIA. EN-23 OVERFLOW SCUPPER;PAINT TO MATCH ADJACENT FINISH. SEE DETAIL 20/A4.2. i U EN-oq ROoFGAP ELEMENT BY OTHERS (45' ® ENTRY ARCADE) (COLOR:60LD) EN-24 NEW/ RELOCATED GUARD RAIL. PAINT TO MATCH BASE BUILDING DOLOR. �� 6 EN-10 METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL EN-25 EXI5TIN6 BRICK AAIN560T TO REMAIN/ NEW BRICK WAIN5GOT TO MATCH EXI5TIN6. il U' " EN-26 EXISTING EXPO5EP CONCRETE STEM WALL TO REMAIN. o r H EN-II NEW STOREFRONT TO MATCH EXISTING (10 BOTTOM STILE AT DOORS) PER SCHEDULE. _ z in +n n EN-12 EXI5TIN6 HOLLOW METAL DOOR 4 FRAME - PAINT TO MATCH COLOR OF SURROUNDING EN-21 EXI5TIN6 METAL 6ATE5 AT TRASH CORRAL, PAINT TO MATCH BASE BUILDING COLOR. ( ri MATERIAL. EN-28 EXISTING/ RELOCATED RAIN LEADER DOWNSPOUT;RECONNECT TO (EXI5TIN6 SYSTEM A5 I r' p m oCIL G EN-13 L16HT FIXTURE (WALL SCONCE) - SEE ELECTRICAL NECESSARY. PAINT TO MATCH ADJACENT FINISH. t EN-14 LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL pr �' m EN-15 LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL a A 12-402 - # 1 Og2f) A201 EN-16 McDONALV5 516NASE BY OTHERS - UNDER SEPARATE PERMIT. SEE 516NA&E SUPPORT In 18l z NOTE ON THIS SHEET. ELEVATIONS NEW DRAFT STOPPING AS REQUIRED: TRELLIS & CANOPY SYSTEMS u- u- u- M ' SEE I/A5.0 FOR 5.8" TYPE 'X' G.W.B. OVER WOOD TRELL15 4 CANOPY INFORMATION 5HOWN IN CONSTRUCTION DOCUMENTS 15 FOR DESIGN INTENT STUDS EVERY 20'-0" MAX. (TYP).ADDITIONAL NEW SHEET METAL GRAVEL STOP ( ) ONLY. APPROVED MANUFACTURERS SHALL PROVIDE A COMPLETE AND GORE COMPLIANT FINAL REQUIREMENTS PER(TVP) COPING WITH CONTINUOUS CLEAT(TVP). DESIGN BUILT-W ROOFING MEMBRANE (TYP). NEW BUILT-UP ROOFING TO MATCH EXISTING PER McDONALD'S I. FA501A (TRELLI5): CONT. 2X8 CLEAR ANODIZED ALUM. TUBE SHEATHING PER 5TF44TURAL (TYP). SPECIFICATIONS WITH METAL ERA FA501A (CANOPY): CONT. 16"H 60LO PAINTED ALUM. W/LED FASCIA(800-558-2162) (TYP). DOWN-LIGHT FIXTURE OVER 2X8 PAINTED ALUM. TUBE PROVIDE OL05URE PIECE WHERE TUBE ENDS ARE EXP05ED ROOF GAP ELEMENT,SUPPORT POSTS, 2X4 WOOD STUDS® 16" O.G. PER EXTERIOR GRADE PLYWOOD 2• OUTRIGGERS (TRELLIS): CLEAR ANODIZED 2X8 ALUMINUM TUBE TIE-BACKS AND TRACK SY OTHERS. 5TRUCTURAL (TYP). SHEATHING PER STRUCTURAL (TYP). OUTRI6GER5 (CANOPY): PAINTED 2X8 ALUMINUM TUBE CONT. 2X BLOCKING,ATTACH TO ROOF GAP ELEMENT,5UPPORT POSTS, 3. TIEBACKS (TRELLIS): ANODIZED ALUMINUM THREADED RODS BY MANUFACTUER z EXISTING BLOCKING (TVP). TIE-BACKS AND TRACK BY OTHERS. TIEBACKS (CANOPY): PAINTED ALUMINUM THREADED RODS BY MANUFACTURER � PENT W2X WOOD RAFTERS � I6" O.G. PER ITH BIRD SCREEN;VERIFY LOCATIONS A5 INDICATED ON ROOF PLAN. FINAL LOCATIONS AND QUANTITY SHALL BE A5 � EXISTING BL PROVIDE NEW(TVP). STRUCTURAL (TYP). INDICATED ON TRELLIS INSTALLATION DRAWINGS. w 2X WOOD BLOCKING BETWEEN 4. WHERE INDICATED ON ROOF PLAN,PROVIDE ANODIZED ALUM. PANEL INFILL (TRELLIS) OR GOLD PAINTED ALUM. PANEL INFILL (CANOPY) TO PROVIDE POSITIVE SLOPE FOR DRAINAGE. � 5 � - JOISTS(rn')• - 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS ANO FOR MOVEMENT OF � � w A4 2 McDONALD 5 SIGN G.G. TO GOORfl. McDONALD 5 SIGN G.G. TO GOORD. EXTERIOR WALL SYSTEM ON WHICH THE TRELLIS OR CANOPY 15 MOUNTED. � SLOPE 3/8° LOCATION AND SUPPORT 5�0� 3/8'1 LOCATION AND SUPPORT 6. STRUCTURAL ATTACHMENTS 4 LOAD CALCULATIONS SHALL BE FURNISHED BY TRELLIS OR � PER FT. MIN. REQUIREMENTS WITH SIGN PER FT. MIN. REQUIREMENTS WITH SIGN CANOPY SYSTEM DESIGNER OF RECORD. SUPPLIERS DESIGNER OF RECORD SHALL DESIGN _ z r.raa a=saaassaaasaaasaaaasa$aa=aa=aaasssaaassaaaaa=sss1e} �r as a a aaaaaaaaaassasaasaaasss aaaa aaaa saaass� MANUFACTURER. ' MANUFACTURER. PER PREVAILING GORES. M N M � M 1 TRELLIS SYSTEM MAY BE SELECTED FROM ONE OF THE SUPPLIERS LISTED BELOW. � z M N T.O. PARAPET N T.O. PARAPET EQUIVALENT SYSTEMS FROM NON-APPROVED 5UPPLIER5 SHALL BE SUBMITTED TO McDONALD'S U5 RESTAURANT DESIGN FOR REVIEW AND APPROVAL OF DESIGN INTENT. ALL ELEV. + ====aaa=aaa=aa=saa==s aaaaaaaa=saga===aaa= �'� as aasas�aaa.=aaa as as as=====a========a ..'� TYPICAL PARAPET BAND CONSTRUCTION NON-APPROVED SYSTEMS STALL MEET ALL OF THE REQUIREMENTS OF THIS SECTION. v < CORRUGATED METAL SIDING PER ELEVATIONS 8. MANUFACTURER SHALL PROVIDE INSTALLER WITH INSTALLATION INSTRUCTIONS. v < �a r®�®®g® ®� 5 DRAINAGE MAT W/FACER MANUFACTURER SHALL DESIGN TRELLIS IN AGCORDANGE WITH THE WALL SYSTEM AND - _� SEE I/A3.0 FOR TYPICAL PARAPET atu € ai € a A42 ICE � WATER SHIELD OR(I) LAYER FELT BLOCKING AS INDICATED IN THE CONSTRUCTION DOCUMENTS. € BAND CONSTRUCTION. € PLYWOOD SHEATHING PER STRUCTURAL q. INSTALLER SHALL NOTIFY TRELLIS 4 CANOPY DESIGNER OF RECORD, MGDONALD'S ACK6.0. �� W� i AND ARCHITECT OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR THE PROPER — � — ARCADE LIGHT PER ELEGTRIGAL. � �i as 6 2X WOOD STUDS� I6" O.G. PER STRUCTURAL � .:...- ��aa aaa 6 ..... a i € a a €. j€n a a A42 B.O. PARAPET BAND/ INSTALLATION OF THE TRELLIS. TRELLIS SHALL NOT BE INSTALLED UNTIL DEFIGIENGIE5 HAVE c A42 ii as T.O. ARCADE WALL BEEN CORRECTED IN Ad:GORDANGE WITH THE GONSTRUGTION DOCUMENTS AND THE TRELLIS i=i _ __-* B.O. PARAPET BAND/ aaa= as as aaa... MANUFACTURER'5 INSTALLATION INSTRUCTIONS. i a T.O. ARCADE WALL. }' a a a a ELEV. + 15'-4" M TRELLIS SYSTEM BY: ARCADE IGHT PER ELEGTRIGAL. 1 Lu ... i a a a L + + i a ++ ++ � 50q 2300 aLu 355 3142 ITE 81 - a 1 1 ... GREENHEGK 115 ALL-LITE ( ) .. s s=aaaas a aaaaaaa aaaa a a II " GUT 6 Xq VENT HOLES IN SHEATHING BETWEEN WWw.greenheck.com www.alllite.com is ai i as is TRUSSES ® TOP 4 BOTTOM 48" O.G. (TYP). a a GOLD FA561A 4 LED LIGHTING 8Y. TYPICAL ARCADE PARAPET CONSTRUCTIONAp a i SEE I/A3.0 FOR TYPICAL ARCADE _.., <;w is a " 11 " EVERBRITE 888 851-4018 PERSONA (800) 843-�I888 i a a 3/8 X12 X24 BRUSH STROKE FIN15H CERAMIC TILE ( ) , a i Q PARAPET CON5TRUGTION. as ai THINSET MORTAR www.everbrite.com www.personaslgns.com \ a REINFORCING MESH OVER DRAIN MAT ��` (� I E. GR 1S 1/2" REI EXTERIOR GRADE GEMENT BOARD , TYYEK GOMMERGIAL D w.R.BJA B. PER FOUNDATION & PERIMETER INSUL. ..,y �. .... ::.• ` .� €: McDOSPECIFICATIONS. ~a ' . �b "�® €: PLYWOOD SHEATHING PER STRUCTURAL I. SEE STRUCTURAL DRMING5 FOR FOUNDATION AND SLAB DETAILS. IRKLAt D,b'A P.T. STRUCTURAL 611 O.C.O 2X P WOOD STUDS� I G PER :.::•'....-:''.. ,.---.' ,. :.' 2. PROVIDE RIGID UNDERS INSU TION A5 FOLLOWS: LAB LA i ._ :: •a:<.. �. , _;: : . .-.. - ..........................,. -.......-.-....-....,--.-..-..........-.. ..e� -�,� NOF �' r .. REMOVE FINISHES AT PORTIO . , TRUSS VO K4 WN TO t ti ".... ,. o =_ _________=====aaaaaaaaaa=„ .�I • FOOTING TO BOTTOM OF SLAB w � REMAIN '.,.-...... ` <: y •, _ .,. .. r.'- �� y •., r � SHEATHING 0 (TYP). VERTICALLY FROM TOP OF N . � O GOORU VE . ,.... :,............. " `- may;.. � ., ,, j., .., 41-0II :a .... : •: �,. -.:.:., �� .� o MIN LOCATION AND SUPPORT � y � € HORIZONTALLY: , �.. '' a � + M R VALUE: R 10 Z ITH _ SIGN REQUIREMENTS W � €: BLOCKING PER STRUCTURAL. MANUFACTURER.�y y '.,y M ,�� M CORRUGATED METAL PANEL SYS. CANOPY SYSTEM AND TIEBACKS. _ SEE SHEET A3.0. ,. 7 T 5 . . , I TRIM PARAPET . . , I IN DRAINAGE WORK F SH NG WALL I. COORDINATE MET PANELS W TH RA LA T� L a , '-• PORTION OF EXISTING MANSARD �� . .� • : . , f;. . �� TRU55 � ROOF TO BE REMOVED. t j AND OTHER ADJOINING WORK TO PROVIDE A LEAKPROOF,SECURE AND NOZORRO51VE M INSTALLATION. PREFORMED 1/8" PANELS SHALL BE FABRICATED OF 24 GA STEEL*,PANELS - FIXTURE. SEE ELECTRICAL `, DRAWINGS ..........:..........:.. ...:.....:....::,.:.::::................. .......:.., .. ..:: � : ; ...:::..::.......:...:: ......... ........:. ... ...:. ........ .... . 500 .�.,� LED LIGHT F ARE LAPPABLE COLOR SHALL BE PER ELEVATIONS.* FINISH SHALL BE KYNAR , � � AGGESSORIES/FASTIENERS: ALL FASTENERS SHALL BE APPLIED IN ACCORDANCE WITH � E , FASTENING SCHEDULE AS PROVIDED BY PANEL MANUFACTURER. FINISH AND COLOR TO BD. CANOPY NECESSARY AT FLASHING AND KING A5 NEG LA NT TAPE OR GAUL € i MATCH WALL PANEL. APPLY SEALANT t i ELEV. + q 4 PANEL JOINTS TO PREVENT WATER PENETRATION. ® � A42 11 " PROCESS ONLY,i; � T.O. STOREFRONT I.A. GUTS MADE TO PANELS IN THE FIELD SHALL BE DONE WITH A GOLD GUT NL , N 5 M. ELEV. ATCH I.E. POWER NIBBLER. HEAT OR FRICTION GUT WITH AN ABRASIVE OR BLADE SHALL NOT f� EXIST) €� BE USED. � � .� NEW ACOUSTIC& CEILING 1€ PORTION OF EXISTING MANSARD J � L � ° €' I.B. Y44ERE HORIZONTAL GUTS ALONG THE LENGTH OF THE PANEL ARE MADE,CARE SHOULD a o ,o 0 TILE � GRID PER REFLECTED CEILING � '" TRU55 � ROOF TO BE REMOVED. € PLAN INTERIOR DESIGN DRAWINGS. BE TAKEN TO MAKE THE GUTS AT THE TOP OF THE PANEL,WHERE IT 15 CONGEALED BY � •L o-a° ° � ° € I LEDGER PER STRUCTURAL. o °�' a� 'o is A4.3 THE FASCIA. VERTICAL GUTS ALONG THE HEIGHT OF THE PANEL BE LAPPED � a ` a o � ° € UNDER AN ADJOINING PANEL OR CONGEALED UNDER TRIM, I.E. J TRIM AT CORNERS. o ° 0 € :- GEMENT BOARD SOFFIT PANEL;PAINT o o ami 3 I�'2� TO MATCH ADJACENT FINISH. CORRUGATED PANEL,FASGIA5,CLOSURES 4 FASTENERS BY: o o o a € BEAM PER STRUCTURAL. ��--� (�} 558-2162 wwwmetalera.com � c 2. UNflERLAYMENT(SOLID SUBSTRATE) EXTERIOR GRADE PLYWOOD: ICE AND WATER SHIELD N �-� ° c'Orn a € � NEW SUSPENDED ACOUSTICAL CEILING � � c� 3 o c °'s MEMBRANE OVER PLYWOOD. (ALT. - ONE LAYER OF 30# FELT). p _{, c L o € €. PER INTERIOR DESIGN DRAWINGS AND INFILL WALL GON5TRUGTION PER ` 'P• NOTE: IN COASTAL AREAS,METAL PACKAGE WILL BE ALUMINUM WITH 5TAINLE55 STEEL N °E ° o € PLAN/SCHEDULE. FASTENERS, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. � � � °;N E� c v � co+' '°c;°' ° y N U OL O O y A4.3 � ° oo � DINING DINING EUROWEST TILE PACKAGE. € ACCENT WALL CONSTRUCTION PER ;� � o'�, ° ` N�o PLAW 5GHEDULE. :: " O N V c y N y a INC : TILE,WATERPROOFING SETTING MATERIAL GROUT AND INITIAL GLEANING. �,._ w ° LURES L � € is EUROWEST TILE: BRUSHSTROKE SERIES: PORCELAIN BRUSHED HONED FINISH. o "OYSTER" o o� vat � 0 7 �OYSTER (Y�1FiITF.) �, �.,~ a o g ,o av EXISTING STOREFRONT TO BE NEW STOREFRONT PER PLAN/ WALNUT (DARK BROW REMOVED. SCHEDULE. EUROWEST CONTACT: JAN DETER (714)-q31-1500 SIZE: 12"X24"X3/8" WITH A LAYOUT PATTERN OF 33% MAX. o ` o ° ° � ' 6 SEALER: NONE. THE TILE 15 A THROUGH-COLOR GLAZE,PORCELAIN TILE, LESS THAN 0.05 WATER ° �0 °�'� y E � y 3 O O A4.3 ABSORPTION. < a°0i at � TILE PATTERN: LAY TILE INA 20% TO 30% RUNNING BOND PATTERN. � a 3,o �= � B.O. STOREFRONT GROUT: COLOR TO MATCH TILE s M y` T.O. WAIN5GOT BRUSHSTROKE "OYSTER": MAPEI* ULTRA COLOR PLUS - 38 AVALANCHE ... ... BRUSHSTROKE "WALNUT": MAPEI* ULTRA COLOR PLUS - 1q GOGOA ELEV. TGH EXIST A42 ` **THE MAPEI ULTRA PLUS DRIES QUICKLY,COLOR STAYS ACCURATE,MOLD AND , d , 4 h ' "��'`��""`'"-a''`"#" MILDEW RESISTANT,AND HELPS TO INHIBIT EFFLORESGENGE�� EXISTING WALL CONSTRUCTION TO EXISTING WALL CONSTRUCTION TO " II �g GROUT WIDTH: 1/8 TO 3/16 M" M - REMAIN. REMAIN. M M � s €. � MOVEMENT JOINTS COLOR: CAULK TO MATCH GROUT COLOR r I M N SLOPE 1.5� :;:;.:;;:; SLOPE 1.5� EXPANSION JOINTS WIDTH: 3/16 TO 1/411 M MAX. T.0. 5LAB t € MAX. T.O. SLAB � � P05T INSTALLATION GLEANER 15 REQUIRED ON ALL FLOOR TILE APPLICATIONS.VERIFY M M a ELEV. + 0'-O" a ELEV. + O'-O" GLEANING SOLUTION PRODUCT AND IN5TRUGTIONS WITH MANUFACTURER. SEE DECOR PRAAING5 FOR ADDITIONAL INFORMATION. -. M ., ... NAL , - '' ADDITIONAL MATERIALS BY 5GH UTER SYSTEMS L.P.: T NAL. L .. .. , .. .. .. .. .. .. , .. . -. .v. , - k NEW GONG. 5 :,>. ..:: :>. a: ::. y9 .. . .. , . . . .. . . .. , . , . , ID K PER 517E _ :i .... ..-. .. .... .... . .... .. . ..... ..-. .,, .... .... ... PROTECT THE EDGES) ... v .. ..- .- „, ..,. _ . . . .,._. ..,. ..... ..... .,. . -..- ... R CORNERS O PRO 5 , SGHLUTER STRIPS: ON OUTS T 4 , :, :.,... PLAN .. -. - , }v s\:i'� l :•. ::. ,_ 1005P (COLOR COATEDALUMINUM) SCHLUTERSTRIP COLOR ..r NG. SIDEWALK PERSITE L GER PER 5 r TRUG "�. NEW GO T < TURAL . .. ..: . . . r,v SCHLUTER STRIP MOVEMENT OINTS ::.. .-. .. : .:...,, .,v.:. . - (ANODIZED GRAPHITE UMI - . . .....• G ROIOOAGR AL . .. � , GK RONDE A NUM FOR I�JT TILE N. WAL L , PLA � : : : .-. . _... . ... . _.. , .., ........ : . .... >. r ... .. � -_ NEW FLOOR TILE PER OR . .- -- • .--_ . . . . .. - h . . - . � - NEW FLOOR TIE INTERIOR , _ . . ..: _ .- ..-_._ .. . ::_.._ - . ._ . .__ ., _. . � ii 11 . . . . . , , - 100 :, :................... :: PREPARE SLAB . , . .. :. :, :. ;? :,.: .. PREPARE SLAB .. • :....:, ,,:. :.:e.,:. : .., : .... :: .--. DESIGN DRAWINGS ...;.,. .:: : ,, .:. ,: •• ._:;.a,, ., DESIGN DRAWINGS FOR 11 �. ..,, ......'. .:..._. ..:... . .... . . __-. ,: NALNUT TILE .:,. ��_,... r r,--�---� ........, __.�_.,•. A5 NECESSARY. .,, , ...., :..:, r .:..:. •.. .,:: � ,., ,.. ,.. ......, A5 NECESSARY. BLACK DILEX �- ' ., a EVERY 8' TO 10' MAXIMUM R ELEVATION LOCATION AS INDICATED PER LEY :<< - , . . . ;: EARL MAIGU5,G511 1-800-4'12-4WD (GENERAL); 1-518 324-3410 t DIRECT � 9 •.•..... :. .. N DRAINAGE IF APPLICABLE): .:.; �'� EXISTING FOUNDATION DRAINAGE .... �� .., .•. ...: ... • : : .... EXISTING FOUNDATIO - � � � , END OF TILE ABOVE ROOF AT HEARTH -: ; ;,,,,,,;; ;,,;,,,,; :, i., FOR OYSTER TILE SAND PEBBLE RONDEG RO1005P(COLOR COATED ALUMINUM) :;_- .. __ SYSTEM TO REMAIN (IF EXISTS). ; : ___...:;:...... .. : : ;_-_: . ,' SYSTEM TD REMAIN(IF EXISTS). � � . , . .. ;,�.,.__.:::.,. .;. ..;.. ;;... >--: :.. ., : ::•.,...... FOR WALI�JT TILE BLACK RONDEG ROIOOAGR ANODIZED GRAPHITE ALUMINUM) � � EXISTING FOUNDATION TO REMAIN. ..... EXISTING FOUNDATION TO REMAIN. RL�RENGE 2 TGNA HANDBOOK - 11 � � � Z � � JOINT TILE GENERAL NOTES: -•-:: -,-; ; _ NT SOI IT GU � �- � :: ::.....:.. :r OI I BOOK EJ I MOVEMENT GUIDELINES. 1. LOC FREQUENCY OF JOINTS EXTERIOR 8 12 IN EACH DIRECTION OR 5 INDICATED ., ON ELEVATIONS. 2. JOINT WIDTH: EXTERIOR: MIN. 3/8" FOR JOINTS 8' ON CENTER,MIN. I/2" FOR JOINTS 12' ON CENTER. 3. PERIMETER JOINTS - MOVEMENT JOINTS ARE REQUIRED WHERE TILE WORK ABUTS RESTRAINING SURFACES SUCH AS PERIMETER WALLS AND GRADE. FLEXIBLE SEALANT AND COMPRESSIBLE BACK-UP WHEN REQUIRED OR BOND BREAKER TAPE. x,12--�:�� -- �1 Oq 2b JOINT MATERIAL: URETHANE z COLOR: TO MATCH TILE AND GROUT COLOR. 2 SECTION I SECTION 4. TIE-BACK AND 516NAGE ATTACHMENT - PRE-DRILL TILE AND SLEEVE AND SEAL ALL L A3oO A3.0 O ATTACHMENT POINTS. SECTIONS SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" SEE I/A3.0 FOR SEE I/A3.0 FOR ADDITIONAL ADDITIONAL REQUIREMENTS, PER(TYP,� REQUIREMENTS PER(TYPa ARCADE LIGHT PER ELECTRICAL. McDONALD'5 SIGN - G.G. TO COORD. LOCATION AND z SLOPE 3/8" SUPPORT REQUIREMENTS WITH SIGN MANUFACTURER. � A4.2 � PER FT. MIN. }_- �rsssssssssssasss�� T.O. ENTRY ARCADE 0 0 ELEV. + IQ'-3" I 1: I 0 � 5 5 M A4.2 SLOPE 3/8" A4.2 SLOPE 3/8" 1 I PER FT. MIN. T.O. PARAPET PER FT. MIN. I: m z mss==ss=ss===ssss=sss==ssss=s===ss====ssssss=sss=ssssssssss=„4 " S, ,,________________ _ _____ _ 4 M 0 la ,� ELEV. + IT-I I I: I � M I I ,: 4 M I I I: M - - s�ssssssaasassssssssss W ss==s=sssssssssss=sss=� sssss�rssssssssssssssss s 0 2 J I I i: r9 < I' ®�®®® ®® ® -®-®�\ i TYPICAL PARAPET BAND CONSTRUCTION PER r®®®®®® ®® ®-®®,a I 9) X as i SECTION I/A3.0. I ++ a is Id a a € a a I: � �� a\ I I aaa `aa i TYPICAL ARCADE PARAPET CONSTRUCTION PER �� ® � ++ .` as as ++ I I as as SECTION I/A3.0. ++ a a ++ i M B.O. PARAPET BAND/ : a 1: 4 I a a I: a a a as `� __ T.O. ARCADE Y'IA1.L as I as `� i ELEV. + 15'-4" a� as ; ! a a IO , a a I. aaa �`a A4.2 i TYPICAL PARAPET CONSTRUCTION a`� ``, I , a a I a a ,: S 4 ti HORZ. LAP GEMENT BOARD IDING . a I a a a I a a I a a a , DRAINAGE MAT W/FACER OR WOOD FURRING A5 REQUIRED a , I: ,�� a a a , I BY MFR. FOR FASTENER PENETRATION DEPTH. a �. I: IES' I E. !S a a I TYVEK COMMERC IAL D W.R.BJ A•B. PER MGDONALD'S ` �� I ' a 1. ti `� may` i SPECIFICATIONS ~� is 11 I y I SHEATHING PER STRUCTURAL «» o :,. . I v 2X WOOD STUDS PER STRUCTURAL O ~\ I: I A4a y I: y� y I, X11 KIRKLAN VVIt BLOCKING PER STRUCTURAL ' , ` s= simr 4 a s �- ♦ 1- ,`_ ♦ I:' a` V JCS f i 'a y `� .: ;: : .: ,,` :' CANOPY SYSTEM AND TIEBACKS. SEE SHEET A3.0. " :. "' M + M x , ti � I ____ ____ Is=ss== o: •1 ti �► '► t• ; \ sem, :: >, .................................................................................................................................:,<,,..........:..:...;...:..:.....:.,....,.:•. s: :,;....................,...........,................................;.:............... :, :::.:. U1 .<: : :,.: :.:..:`.:;: �. `may I TRELLIS SYSTEM AND TIEBACKS. SEE SHEET A3.0. :;'': :: LED LIGHT FIXTURE. SEE ELEGTRIGAL DRAWINGS. �y� `\ ` , `. I i e '` ,"' z I.. I r. :.:,., <:4.,:. �-. PORTION OF EXISTING MANSARD TRU55 ROOF TO BE ,,....y.. 1: �* PORTION OF EXISTING MANSARD TRUSS, 4 ROOF TO .,,_:; ,: .� f� I y .y I ,� BE REMOVED. ?� I ti \ ti �prsss sssssssss =ss ssss.=irsss � - I: d d _-...-_.1111, _---_--....,.. .,-,-- .-..--..111 . . ---,. ,-,..,-, .....--.. .....-. ..1.111, .. ., d d ti I I I I ..............................................................................................................: : : .:...:.......i:_•:' .•i...........i...:...... ..... ....- 4 - �' ..... ... ......... .. ...... .... ......... .........-.... ....... 1111— a m®—� yy i., 7 j .. _ I ... ------ M ++ 4 + - I I , ++ ++ ,...+� .. y . , € , :.:::..::......::-:..::: ':.::... ...,..:;:.::.......:.e.,.......::::: ....-. ..::.. ®®-® ®®m-® ®_®® m .::..... ++ ++ I B.O. TRELLIS :•.� � - -___= _____= =_____ = == ;js I i ,._,,,,_„__, I I I , I Y ” _1::-`<.:I: Y T.O. ARCADE OPENING I ss ss:ssss::::=: J__s::=ss:s _=s Im. ELEV. + q-4 �,.1. ss =s::s sss==ssssssssssss,. I /B.O. CANOPY I >€:I _.s r 1 , .1 " -_ __ t ;I E Q-4 -®®® ®®®®-®® ®m ®-g-�® ®- ® ®-----® = 13 LEY ® - - - - . .. ® - - I ® 16 -................. I 'I €I A4.2 I A 1 4.2 €I • i:-"=i T =�� t ;, ♦ t s,- ++ ++ ++ ++ 1 :::I ++ ++ ++ ++ I I A4.3 I ; I T.O. STOREFRONT c� a� ;. r .. BEAM PER STR�JGTURAL. 5 I j ELEV. (MATCH EXISTa J o °N '#fir =�. o •o �+- N c _ 3 •°�-' ao-o o•� A4.3 aa� o v �� v LEDGER PER STRUCTURAL. o �- a;; o v A4.3 �° a o ,v-° � a I I� ° v L N�� c g III GEMENT BOARD SOFFIT PANEL;PAINT TO MATCH o a 3 N E a �' II ADJACENT FINISH. ° °+,•N L �, N II NEW STOREFRONT DOOR AND WINDOW PER PLAN) c v °' •, p a) E -eco - i i€ SCHEDULE. r- -° r v C"v,n. 111 N c 0 ��= �, ° cam I II 0 c� 3 v c °� a� I I€ --4-+ cL. O13� I 11 N p o ° c o NEW ACOUSTICAL SUSPENDED CEILING GRID 4 TILE PER N c c W a c v I i€ 0 2vO.5.NE c I II INTERIOR DESIGN PRAAING5 4 RCP, o c U v 8 o p O++ x-N NF.�Y G.W.B. SOFFIT PER REFLECTED GEILIhIG PLAN III o J " °_' ` ; AND INTERIOR DESIGN DRAWINGS. i II . -' •� ° ° DINING °' DINING 111 0 � �� III v_ � oN c �� I II 0n-w ° � c 111 N N.L - p�UC I Ii aoU - U I II �� vai70L_ o I II NU o � °v 111 •3 ,F$'� cv• � v C 3 p EXISTING STOREFRONT TO REMAIN. I II EXI5TING STOREFRONT TO BE REMOVED. r) ® ° ° 3 v o� v ° � I 1I Il _ +%_, V;L v� c O O 11I `< U a�� 3aipUU N a w 0 o+, �� a� Zo� I II , Fes- i3 cL aim I Ii I 11 _ I � i :; -la ..',. , :.'I' '®®' EXISTING WALL CONSTRUCTION TO BE REMOVED. � c� _.� EXISTING WALL CONSTRUCTION TO REMAIN. I s a I. , = � 6 +�- I �- T.O. SLAB 1 1 1 F- 0) 1 I SLOPE 1.5� I I 11-® I SLOPE 1.5� _- .: MAX. p_____ I MAX. T.O. SLAB 4 . _ d. d -. j ELEV. + Qi_On A.c�s�'• d. d ::: :. ,: .: .- .......,-:.,.. ::; y t -- _.:<..:. , ......,. --- 1111 -- "_'e k- .. ,..: .t .. .. .. .. ', ;. .:. •.. . t .. . :--.-. s - .. :. .-.. F -. , -. .. .. .. .. ,. .. .. .. .. -,. .. ., ., .. .. .. .. .. .. .. .. .. - 'i .. , - .. .. 't. .., ,,,,,. .... ., :. :; li .. : .-. -- :: :: ,. -, -. .. .. ..: .. , -.,..,:..., ...:. ..... : -, ,.. , l 4: ? ., , - .� �. t :. .1 v : ;.: :. ',_,,: 4 k - ;v _ : , .. .. ,...«...+ ,-.. .. ..,..... I ! .-.-.-..... ..1.111,.. _ - I . .. .... 1111 .... .... ,. :.,, .. „ ,,. .,...... ...,. _,... ..... ..... .,..-. .,..-.. ,,... .,.... .,... ,.., 1111 ::... ,..., _ ... t .. ..,..,.. ..:.t :, ._,,.,. ._ _., , N. .: .-. : .. .- , - - : . _ . .. _ - - N . SIDEWALK PER SITE PLA -. "_'_ NEW GO G . ., _ ,,___. : .,.., ______ _. 11.11.,. �- -.,,.. . SITE P N. __..__. , SI K PER LA _, ,.,. 111.....:. ..1_... : ...... ... .... ... NEW GONG. DEWAL _. .,- -,- ,- .,,.._... ... .. 1.11....: . ...1,. . ..-.. , ........ ...... ♦ L � . - - �:t f ,...... :... 4: . (f�� i q 9 2 : - - - ..:.t - ... ....: :.. ::.- :...... .-...--.-: .. - _ .... .-. ,, .-- < , _ ...:- ---„ - 1.111. - - .... ......... -__.,� �', :.<,:: IN - ::, ., . - _ _ _ _.,, E51GN DRAW .... ----- r..- - TI PE IN IOR DESIGN . .. - „ , = . . _ - , . NEW FLOOR LE R TER - : -.... ..--- 4. ...t ,i, 1111- --- \.•. - ... -. .....-...." ... ..-..--.. .-.. ..--:.. s ..... v. .. .... - ...-... .........n..... ................... .. v .: , :. ,•- - +: :..-. .. NECESSARY. E .,:.111.1., : .. PREPARE SLAB AS ::...,_.. -: A NECESSAR . ,.... :.........' :::.-.-. :, , :: DR,AWI ARE SLAB Y :: :, � , .. :: NGS•PREP :. ......,.,.r •..11.1.1 - - ...--.,,, i.: :._ ;••u --. :,. _ .. ...... :• --.:, :. : ,: : 9ml --._,.,, 1111.... ............r ., ,. : ,.. , _ - ..-, ,,.;: . ,..vv _ .- :: , , - ,,..... r....,.. : :,,.. ..•,, .... .. . , .: , ..,.i::,-.11 .. �� ry' 1 ........: .........,•: :.-..--.-.:'i :: .).-.........................1111--.---.-.-.:-..--.-......-......., '.r :..: r A .... .... .. ........: �rtv' " . v . ! .... .... .... .... .... .... .... ... .... .... .... ... ........ ......... .......... ........ ........... ......... ........., pq,� ". + , , 11.11 1111 . . .-.. T -_.: _, ,__ - r : :....- - `. ._. ; - a--� -.... ........ . ... .,.. .... ... ... .-.- .- ..... ..- - I �J sf', E ° q I- ...., ,.... , _ -:: : EXISTING FOUNDATION I�2AlNAGE :: -. . ; : : ___ : „ ,:. SYS TO REMAIN IF EXISTS. SYSTEM TO :. . .. ,, ,,,:r : ..11.11,.: : :: „_ :. TEM ( 1 „ .. .r ..- .,..,. :.....- :r .. .. .---• ::: EXISTII� FOUNDATION TO REMAIN. . : .... .. .... .... IN. STING FOUNDATI TO EXI ON REMA . . ., :: . . ,_ : .- . ......-........:. . .... • ; :.........' :.........::........: :: L. • • : :: ". Q) x N D F--i 0 Lia aJ �, ,Z � � 0) la) 0 z 2 SECTION I SECTION A3.1 SCALE: 3/4" = 1'-0" A3.1 _ " n SECTIONS SCALE: 3/4 - I-O . 2 E I/A3.0 FOR SEE I/A3.0 FOR ADDITIONAL ADDITIONAL REQUIREMENTS PER(TYPa REQUIREMENTS PER(TYPJ ROOF GAP ELEMENT BY OTHERS. 2 PIECE PREFIN15HED METAL COPING. PROVIDE la CONT. CRIMPED FLAT SEAM ® MID POINT. 8 A4.2 'fir===s==== _ T.O. D-T HEARTH M N `� M ' N I I ' I ++ + + I:' 14 `�___ __ __ ___ ___J� 10 A4.2 I I 1�1 I:, � � � 5 I: 5 � A4.2 �s 4# I ARCADE LIGHT PER ELEVATIONS ,qq,•2 SLOPE 3/8" M I.. ELECTRICAL DRAWING5. y PER FT. MIN. _ x _. 5 f��=s=s=====__�__= s ss =_ �==s=====s==s=====______=====s=======sssjr=====___�� M T.O. PARAPET M ELEV. + I7'-11" t M M & M �`+�___� M M M '� ! =s==sss=�ssssssssss ss sssss=sssssssssssss ssssssssssssssssss ss f `� 4 I' I � I a I.: r-----® ®®® I SEE 2/A3.1 FOR TYPICAL PARAPET BAND CONSTRUCTION. I ++ + + I ' I is I -� I ++ a + + I I a 10 I L- _-_ d�3 �{, k -Wia ii f ::: -iia aaa A4.2 a a I. �_ ai ii I I as is I 4 °� as ii I:. a a a a I SEE I/A3.1 FOR TYPICAL ARCADE !++ .++`k; ++ ,� is ii i ` PARAPET CONSTRUCTION. as °a M B.O. PARAPET BAND I ++: ,+ + • i i ++ M a I rr a a I: I l a a ELEV. + 15-4 a a a a I:' II a a _= i as ai I: a a i A4.2 a \ I'' i i I:: i i =s =�.► i i 1:' is is ! a a i a i a i I a a I � i a MQ + M ♦' a a I: a i N a° ai i as ai I �= 1 =�41 BLOCKING PER STRUCTURAL. ,,4 M1, as i` I a a a I' as y> I � 1 �. ,j-s ltls a� y h 1 a� h i TRELLIS SYSTEM AND TIEBACKS. SEE SHEET A3.0. y ''•t • '•4 > h I ...- -1111. .. >> . ;: SEE / 3.1 FDR TYPICAL PARAPET GON5ITZUGTION. I ��I y I 2A K I >y y >, ® I .. \ .,.-..: - ,`- >y by `-iv:' } .. 1111 .. >s ,.. ."1 ` :''.:`+1111 ::, >, yy >y >y I LED LIGHT FIXTURE. SEE ELEGITZIGAL DRAWINGS. :'. pyry ,..1 z.; _ ss ssssssssssssssss.=s=s sssss== d. O ., .: ......................:.,.,.�:......::.. ':ti. y .:............ . :1111 h > >> ..111..1.- ....:... .. ., r ....I -1111.:,: ._ --_` _._1111, ,_11.11.,„ -l---._ , 1111,. .. - ',:'. y >> >h> y�> 1111. d f . ,. :: y > >y >`y ..........................................:............................................................ - ui ...,... y ......................... `'• >l .y d >> y> M B.O. D T TRELLIS I y > > �. - > > N ELEV _ I I >> i y i 11 y >'� `'a *_ s,�rss=s=-A-IL-ss========sssssss:=s:a� +. 1 I: I yy > `y I >> h I . .. I ,.. > , y h . h > 6 h : #I. I 'e h , >y by ' ' �.,m- >` y ,> 4 � I - '�> y> > h y A .2 I' .. II I� I h y O h y h I: r I I I > I ' S II: I �e ®� ' �yy `yy rr I I I >> �y> rr I '. �....; . : hhy --hy�y�err :: _.., ...-....-- ��= i y>>>y > ��>rr PORTION OF EXISTING MANSARD TRU55 ROOF TO BE R� > > r ;,:',: --------------------=--- - ........................................ -------.-......-..............-.,....I....,.,,-.-.................. -' ------�-_----- �' k .. -- ;.;.,1111 :;;::::>• ::• _ REMOVED ,..: ,; ....... ------- == E ,re, � �� I I I -� ----------- I B �` - ,�/ ------------------------------ r ®®®� QI ---__- �__ - - _____==__ , � f I I f .. .-,: .... I I I I ........... �: ,. I I II -,-1.... \': I FTS 9 Y I { :.:!.• V,.1111:' ... .: :.:n•:•,•_1111♦. . ::..::.:.,:.::.,.. -.-.:: ...........::..::::T.:.- --. 4m-e...�r ......::...:.x... ;:; ::: Eu I -:,... 1...I...1 ......... :: _ - - II I I III I -II I I' II = I I II '' 'w'` EXISTING MANSARD TRUSS 4 ROOF I I��,J I I "' TO BE REMOVED. I ®�� I M T.O. D-T WINDOW J -v = I: I U v I I I M EL.EY. (MATCH EXISTS -' °' +' °�° I , I I I I I I I Z` » ° N I II I I I II to v C °•'' •O '®� I I NEW BEAM PER STRUCTURAL. •C a a o v � U.r I I e®-�I a v N N v> > I: I I I I �� 13 N o '- a0:3 `o 0 I I1 A4.3 �° °' o o-° 0 ao I: I 11 v -° La 0vvc I II II C cvvv •-'w I I H II � i®=e o v v3No N I . III--I I •a N a U I I I I I NEW ACOUSTICAL CEILING TILE 4 g ° c•- �' I:; I I I 11 c vvw-- vva� I I I I I I GRID PER REFLECTED CEILING PLAN. o ° ° o •o :`.> `>:;-_ I:` I I I I 1 1 N p c"v 3'•' v v 0 O " v c v :•;:';•"'' I:: I U v �' O °C O I i i I ! NEW INTERIOR WALL CONSTRUCTION PER PLAN/ I I--I I SCHEDULE. c c; �- c I:' I ii II 7 ° c "�� x ° c N•- I aUvvLOL- 0In I:: FURRING A5 NECESSARY TO ALIGN I p I I A4.3 ° p a� I� S p -� c v ° L 7 I I - v v WITH GMu ABOVE. - P R E S E N T E R I OFFICE T i l ' I NEW DRIVE-THRu WINDOW PER PL.AW SCHEDULE. o :� I:' I II 'n o NL I' I , OT� v v aci I : I I I I 11 a y Nta c�•v.� N. �._ o I` ACCENT WALL CONSTRUCTION PER -� I I I I EXISTING WALL GONSITZUGTION TO BE REMOVED. -0 o U - -; I:: PLAW SCHEDULE. I I i I 1 �, o � aN � i," I I �®®� I I ° o v �- a U ��® II L. ° O I I 11 I I 2 ( c:2 0)�i 8-v I: I I: I I A4.3 --><.<;,:: ;.<. ; EXISTII� WALL CONSTRUCTION TO I I I I ,__ _ ,-_, �, ® ° 3 °0 o ° 1:; REMAIN. III I , 1 � o � Nv,� � Ir� -I M M B.O. D-T WINDOW ° o Z ° ELEV. (MATCH EXI5T� I- a 3 v- c+� m+� I: Ie I III I - ; 4 -c � pot v.c I. I I--I ICY •. ' NEW SLAB ON GRADE CONSTRUCTION 18 LEDGER PER STRUGIURAL. @ I I I - FLOORING PER PLAN 11- CONCRETE SLAB PER STRUCTURAL �, I A42 II -I�i 15 MIL. VAPOR BARRIER �' : NEW GONG. SIDEWALK PER SI1 I I I F- 4 z s� '".. = I. PLAN. I j i i Ii® A4.3 COMPACTED FILL PER STRUCTURAL i 0 � Lu , 't dry I +� I - `� � � M I:: M I I ®I Ism SLOPE 1.5� T.O. SLAB M N I I I I Ir- M L� M M ' + I IL I I n M - - I: _ O i I II� _.. --:-' �__ 111:1:. 111:1.. ® MAX ELEY T.O. SLAB ,,..,,.. ., . • ELEV O-O . M' : " M d • + 1111 . n R M M Q I a d d d ..; . d . Q :, <`_ ,,., ',,;., :, _.111......1 :.:.;�•, 1111 .. ..111 1-... .. .. ,.-., i. .___- 1111.. 1111 ..- -....�:1111 .: .. ... .- ,. ,..•. • , , ... 1111 .. r .-. .. , ...._:' -..,.: _.. n:-. 11+11. 11:11. 1111.. .,n. : +.1111 •.�.... :: .. .. .. , :1111.. .-.,-. ':11:11-: ••.f. :: ,. ,. :`, .rrrssssssar.•. y ===s= d' :1111. ....-,. : -_ . , :, :::{ :•-+;•: :1111: 1111 ,; �:--'•:'�. �: :: :. .:., :r ., :- ,. -, : :: 1111.. , : ., ,. ., ,. .. t :. :. .: 1111 .. .. ... '• i' .. 1111..., -., ;1111 1111.., .,.-- 1111. 1111- :,. S 'Q �I ...-. -1111. ... .-.. .,.. : 1111.. 1111 :. ... :, :1111..., :-,.:. z-1111, .,..- +... ,_:1111 1111 .- 1111... ..- .. ,.- 1111.. .._:. .. .,. _ 1111 1111 .. _.. .. ----•-- .,:.. 1111,. d .. .......... - ...1111 .,.:�'• , 1111 -.. ,.. --..-- -1111 t !: :::-ti ,.- ,. ,.- , .. .. .. .. '.. .- 1111 _ .-. .., ,._._,. 1111 , 1111 .- , +.-.._, :. .,•„:. 111:1.: ,.,_,.� -,.,::.. \ ,h, ,,� 1:_111.,: .. .} t .. „ , :: rJ 111:1: - ..:--" �+ .: t -.,,_: 11:11 ,. •. , 1111. - ,.-11:1:1 : , 1111 .. ,. 't _ t \_ .., - ..-. , - - .-_ - , n -,1111 , ,. --.. -, ,- , , :: 1111 ,:.+ '' .. , .. ., : .. ..,1111,...-1111.+ -.n•' -.:. ., ,. 1111 -.:.. ; .,.; 1111 .,. , „ ,:. 1111 ,: ... - .:,'� :' -... -.: .. .. ...:-. 11:11 ..... 1111 ..1111 _ 1111-. .. - , t ., .. .. , -. .... ,:, .. , :...- .. .. .. .. .. .. .. .. :, , ., ., , + ... 1111: :•:'•.. 1111" ♦ � 0 0 �� 0 ...0. , 1111.:... 1.111 ::n 1111 .. :.,-,. ..- ... .. ...-. ..-..� .. .. 1111 1111:.. ..:+. ... .. ,:- :1111., ,.--..,.� .. .. .. v ,. , :: ,,, + .., ., n , :: .: ..1111,,_„ '„___, 1111 ___ _. __ ,,. .. .� .t ,. :: :. :: „ :: ., v ,++ .. .. 1111 .. ., .. .. ,- .. , I :, .:.. .y ,111.:' t,-.-.. --.. .-.. ,--. • +. :'+ .+ `: `, - ;' ... , .: 1111 I , .=. :,::,,_, .„111:1 .. .- ,_ ....- . -.- .,. ,:.. 1:111, _ ..n. - .. , ,n. ., ...,. ...- ... 4. ,. , : 1111 ..-.� , ..-1111 1111.- ..,,z .-. -...: ...:- 1111-. +.:..- : - - - - __ :- .. ', ., ,. 1111 ._+-„- •1111✓.ni. .:.-... !.,._ �` - - - .. .. .t ., .. , r .. ., .. ,. .. .. ..,-.,. .. .:..... ... : : � .. ,. ,. .. ,+ , ., .. , .S :: +: ., .. . ND DRIVE 1T-IRU NE AS ,. NEYV GONGREI� CURB A L.A � : ". ; - ......... .. ...... -, ... ..... .. 4 ... - .. .. !. _ -.. ....., : 111 1 :_ .,. .. .,+ .. , , , .. ,. .. 1111... ..... :.-. ; r 1111.., ........ 1111. ---"---. -.. , ,. ._ .:._ 1111 ... 1111. ., ,, 1111 1111.. ... .. ,. . . . . . . :. .: .•' .. r . . : , , .. .. , .. .. .. -..,. 1111. ........ ........: . ......... -1111. 1111 1111 ...- ... ... .. .. .; :: .. : , ,:, :. ♦ :.: , MMODATE GASH BOOI�I ADDITION. : ,. : : : 1111.., .. 1111 ... .., 1111., .+; :•= :.: ,:. 0 0 NECESSARY TO GGO :1111 . 1111. .. 11;11: '� •-,,,- d -' - c.--- ., .,:�,.; .1111+., ,1111.. ......... ........: ......... .......... ♦. .. a- + , :. :: .. ... :. :: :.... ... ..:. ... , ; 1111._... � ... ._.__ - , .. ., 1:111 1111.. .. .. ,,:_,. d -., , � -.. , ., 1111' --- -. 1111 .. - - .- - ;..: k . --..:: :.:. - •-, +...,o' .,1111,;.::^ ,;:y .---- - .,. , .- 1:111,, .,1111.,. .1111,.. i :•. __ .---- --------. --i---. .. 1111. - ., ,...,s. ;1111., �: , -..,- ..- -.1111 .. -., -- :^ .. ., .. .. .. 1111. -. .. .. ,. ,. _. .. � � _. .. .. .. .. .. .. .. -. .., :. _111__1. .._. :._---'- '---:_� .. �__.-'-� .. , . . -. ,,.. : .. ., .. , . ,. .. : ,.. -�., ,. 11:1:1•: :�- ;.. .: :: .:. ., .'�.i 1111_ 11:11,-- '_„ 11__11 �.. -.. .' •: .: �Q ..�' _.: ---: _:�'� ': - .. . . . .- 1: 111 , : .-.., 1111-.., 111:1. 1111:.. . ...� .: :.. ....� _ - 11 :11 , DAMPPROOFI TVP. , -- ., 1:111 , .. __. :, ,.. k ; • 1111 � „ : ..:.. ... ... •.--- :... ... .. 1111.. .. -... ..-... ..-.. .-... ,.-. u.. ...-. ... .. .. �. •.: ........; 1111.. _ .. :: .. i : { .- .. ................... ................... .. ,: '•i :. , •" 1111 1111 ..-..-. .-... -1111 .-.-.-,., .. .. .. v.. - 1111.1111 ...n.. ..-.. ... _:...5. 1111. 1111.. .-1111' t.. .. .-1111.- :.......... :.:..:..... ..1111:-, _ :... .. .+ ,. .. .. .. .. .. 1111 ... ... 1111 .: .� „ ,., .t: .. 1111. , , - , � :: ,. 1111.' : ••--- :.:.. .. :. .. ,: .. ,: 1111.. :1111..... , , ... :......,. .:. , :n : , , ... .. 1111 .. ,. 1111 .. _ ... 1111 ... . 1111 � � a � �� Iq., d ,,: ?; :111::1 � ,.. 11;: :11. . ;.. :. „s.. :: ... ..,,.. . .,,.. :- 1111, ... : „. v. _ .-. . .. __1111,.., ......... :.......... . _1111. >: N. _ „ „_ ° o NEW R 10 RIGID FOUNDATION PERIMETER INSULATIO . . . . . . 4, __ .., 11:1::1;. .. ' ..; ! :111-1 ., ...: k \y. C ' ` u- a_ 1111-.. ........ : .�.-.', . -` ,: .: , .:..........................................:..:..."'.-,..-..-..-.111 1 -, .: ,.. ..-: ,: l {.:: 1111 ..- -.. ... .........................................:-'--... -.,. - ... ... 1111 1111 ... 1111 1111 1111 1111 ... ... 1111 .. 1111 1111 ... 1111 ... 1111 1111 1111 1111 1111 ... 1111 .. z :... 1111 .. ... .. .. ... ... .:.. ... „ .. .. 1111 ',.:.:�':. .:. .. 1111 1111 :.: .:: .. ..•'�'+- :':.. ... . :. .:.: .., i.. ..: : ... : 1111.. �^ !.......... , ,, 1111. k . : k, :.. y ......... : :......... .........� ......... .. .. 1111 ... ... 1111 ... 1111 1111 ... 1111 1111 ... .. .. ... 1111... 1111 i k : F --.-:- D PER 5TRUGTURArL ....... .. ... :. ....... :, 0 ENIBE �, : :; . .........., - --' - - „ . ::; :: ::k .... - - -- . ;: ;: : ; ::k' :: : 1111. _. ... ,.. : . ., I s k :. .-...-- .-. ;� :; : : :; .1111...: ::........: : :......... : :; :........: :: .......:: ::........' : :......... I- :: : :........::::..:..:.: : :. ...: ::... . :11:11:.: : : . 11. , .11 .. ... E EXISTING FOUNDATION DRAINAGE SYSTEM :: k k.:•: ::::....:...: : :........ : : 1111..:k .'.'..':: :......•.; : : ::k;: , , ' : :: NEW PERIMETER FOUNDATION DRAIN SET IN BED OF FRE � x D : :., . _...:.. , _.: . :_. -........ ..._.,..,:: .._ ::: .. : _.... ... .. ..,. G :: : ; ,,,,,,,,; , ,, ,,, k _._,_,. ..__1_:111 , _111.1:::__ ,_. ... :::. '-- - : -1, -.. .,: -- :...-. . ..:.•1111- e : 1:11::1::, ; ,,_, 111::1:::: .:: . TO REMAIN. " : , "::: :, :' : ' :: I DRAINING MA1tRIAL. CONNECT TO EXISTING SYSTEM I� 1111. . .. :: : . : : :_, ,,1111_, : ::.-- ..,.... : ..-...- : ; : k' _ ; ., 1111.:: :..:.:::.:.. 1111 1111 .... IN SYSTEM EXIST t :.:. . . ::<.:. ._ 1111 ;.:. .:.: : 1111. ::k.:- ::: STING 5TORM DRA IF S. : : :........: . ........: ........ .:........: : :.......; : : ......... TIGHTLINE TO EXI ( z : : : EXISTING FOUNDATION TO REMAIN. -- . . :: ..- ;. . : ..1111, ,_ ., :,11, 1111,:, - .. . . : . . :: S. - €- ... ,,. ... ... z �� :k... .. ........... . .. NEW FOUNDATION PER STRUCTURAL . ;: 1111.:,, .......... :........ ::::... .... ... , . . .1111.. . 1111.. • 1111, � ,� ---> _ . : ._ 111.1 `. :. .---_ . . __,_ ::_• � . . _.__� -__ :�:. _1111,_, EXISTING FOUNDATION TO REMAIN. a •-- & : ; r- • i- €ii D �I [- � N u) R) . 0 z 2 SECTION I SECTION • A3.2 SCALE: 3/4" = 1'-D" A32 SCALE: 3/4" = I'-O" � SECTIONS . GUT PENETRATION FRAME DEPTH + I/2" VERIFY - FTHROUG ROUGH AND OLD NOTE: YfEW OF WINDOW FROM INTERIOR COORDINATE HEIGHT OF f OPENING, MINIMUM 2" BACK DAM WITH THRESHOLD AND JAMB AT DOORS,NO b" ATTACHMENTS THROU&HVERIFY WITH SITE CONDITIONS HORIZONTAL SILL PAN ?a 3a R STOREFRONT�UNFLANGED DOORS S INSTALL T 516N WIDE I. WRAP DOOR OPENIN65 SIMILAR TO STEPS A THROUGH K. SEALANT JOINT Q SEE ARCHITECTURAL ITEGTURA. DRAWNGS FOR HEAD FLASHING HfNG5LOPE SILL PAN TO DRAIN � INI MUM) WITH BACKER CMU TAR MOR JOINTS STRUCK FLUSH CONFIGURATIONS AND ADDITIONAL DETAILS. DO NOT PENETRATE SILL PAN WITH FASTENERS. ROD AROUND INTERIOR Fs W/THE BLOCK SURFACE - 24 GAUGE FULLY SOLDERSHEET METAL SILL PERIMETER OF EDr i STOREFRONT 51-EEVE PAN, SHIM DOOR THRESHOLD OFF PAN SURFACE TO DRAIN AND SET BACK LEG OF PAN IN AT HEAD,JAMBS,AND Lu Lu CONTINUOUS SEALANT SILLvr - SECURE TO SUBSTRATE,COORDINATE ATTACHMENTS WITH WATERPROOFING MEMBRANE MANUFACTURER, SEE DETAILS FOR LE6 GONFIGURATlON AT SILL, INSTALL SEALANT Lu JOINT Pe OF51 AND WINDO MASONRY SUBSTRATE PREPARATION TYP. STOREFRONT & DOOR OPENING FLASHING OPENING FLASHING STEP 1 13 PAN (SHEET METAL) Iq STEP H: INTERIOR SEALANT JOINT STEP D: JAMB PENETRATION FLASHING PENETRATION WRAP NOTES A4.0 SCALE: NOT TO SCALE A4.0 A4.0 A4.0 A4.0 � � BLOGK_5UB5TRATE_I.DWG SCALE: NOT TO SCALE DOOR-PANDAS SCALE: NOT TO SCALE -- OPENING_FLAShtfNG_H.DWG SCALE: NOT TO SCALE OPENIN6_FLASHIN6�.DW6 SCALE: PENETRATI ON�NRAP_NOTE5.DW6 ATTACH PENETRATION ' v FLASHING TO ROUGH OPENING AT INTERIOR GUT PENETRATION `'� FACE OF FRAMING FLASHING AND e a ! FRAME DEPTH + I/2" VERIFY FOLD THROUGH BUTTERFLY BOTTOM ROUGH OPENING MINIMUM 2" CORNERS WITH z r� VERIFY HEIGHT OF BACK DAM WITH � �, SELF-ADHESIVE WINDOW MANUFACTURER AND INTERIOR INSTALL 24 G►A HEAD FLEXIBLE FLA5HING. SEE DETAILS TRIM 3/4" MINIMUM B FLASHING, FACTORY FORMED . ;FAY SIS / AGK DAM FOR TYPICAL FLASHING CORNER BOOTS DETAILS EXTEND PENETRATION - ` REPAIR ANY G FLASHING 12" KI A p, q RACKS WITH BEYOND ROUGH BASE GOAT TO ACHIEVE OPENING AT EACH ':•: SMOOTH FINISH PRIOR TO qa END OF SILL <" WRB 4 FURRING INSTALLATION 12 a 2 N 24 GAUGE SHEET METAL SILL PAN q FULLY SOLDERED, SET PAN IN FULL " : b N BED OF SEALANT,DO NOT q PENETRATE HORIZONTAL SURFACES WITH FASTENERS qa SLOPE SILL PAN TO DRAIN 2° MASONRY SUBSTRATE PREPARATION OPENING FLASHING OPENING FLASHING OPENING FLASHING : STEP 2 14 O W (SHEET TYP. WIND PAN METAL) !o STEP J: HEAD FLASHING I8 STEP E: HEAD CORNER BOOTS 2 STEP A: SILL PENETRATION FLASHING R A4.0 SCALE: NOT TO SCALE A4.0 � A4.0 A4.0 A4.0 ALE: NOT T O SCALE B OGK SUB AL L STRATE 2.DWG SCALE: NOT TO SCALE_ AI.. _ SCALE: NOT TO SCALE � WIND SCALE:O PANS AL NOT TO SCALE W_ OPENING F LASHING J.DWG AL _ _ OPENING FLASHING .DWG OPENING F INC .DWG LASH ........:...:..:::.:. O OO ~`` = o. aai �vN �>> 0-41 C- L v �, ++ O a� a — � U O F INC v a� LASH �, i v m c c c � 3o•Eocc P WEA o LA THER RESISTIVE 0 v N BARRIER FROM ABOVE HEAD AND JAMB v N O UO .. ::;,2i•.kk:: s "v sP 0 OV a E — v -ro •crna-) OFLASHING HORIZONTAL2GOATS A.R.B. FACTORY FORMED cLAPS TOBEb� MINIMUM o0�3 vC BOOTS vcLVERTIGAL LAPS TO BE 12" ca 0 S d - ._ tv v Vv O O C oc1NIMUMM t a� N N v v — • +r a N tr� C C c+ O .0 O 7' U E c N a L U c O 18 vU 9 v v x a� 0 -.-. n JJ vC- cG1 oa t aN Uvq •O w-• L NT v— SEALA .. z o - a�o. U C U O a µ- - .. 9 N 0_ • — v 4ca—� U OSPFFY ALUM. CNSILL LINTELEND DAM : aOc . N v v a� _ E NOTE- a v, ' NO SEAL GLASS POCKET NOTE• SEAL OVER HEADS OF "��-�- �::�-:•:":":•:: ::::::::::_. ��•'• :............. -"�•-:":�:-:".�:-."�..":::""" ��•��:��:��.�:�. � C to 9a � O OF DOORJAMB AT SILL. ALL OPENINGS. ' O O07U � v s v- 9 ,E ,,._ r- 3: 0 NOTE: SEALANT ON BACK 2 aO•� o 3 v LEG OF FLASHING TO BE �N � ® ° °'°°0 APPLIED PRIOR TO < :E 0o.� INSTALLATION OF FRAME. 0 o+� a•3� c� voice MASONRY SUBSTRATE PREPARATION OPENING FLASHING OPENING FLASHING OPENING FLASHING lq STEP 3 19 FLASHING DETAIL JAMB 11 STEP K: WEATHER RESISTIVE BARRIER STEP F: HEAD PENETRATION FLASHING 3 STEP B: SILL CORNER BOOTS ' ' A4.0 A4.0 N _ � �� cj SCALE: NOT TO SCALE BLOCK-SUBSTRATE-3.0M SCALE: I I/2 - 11-011 A4.0 A4.0 A4.0 I LASHING_JAMB.DWG SCALE: NOT TO SCALE OPENING_FLASHING_K.DWG SCALE: NOT TO SCALE OPEN ING_FLASHING_F.DWG SCALE: NOT TO SCALEr OPENING_FLASHING�.DWG - z FULLY SOLDERED END DAM i << � SEE DETAILS 13 AND 14 � FOR TYPICAL PANS 24 6A U16E SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE JOINT FLASHING 1/2" $ SHEET METAL SILL PANS, DO INSTALL STOREFRONT PER NOT PENETRATE PANS WITH , Q,4 MANUFACTURER'S SPEGIFIGATIONS, FASTENERS I HEMMED DRIP EDGE, � IF WINDOW INSTALLATION DIFFERS �•-- � � o TYPICAL 4 x�\� FROM MANUFACTURER'S ` /4" I N SOLDERED END DAM INSTALLATION INSTRUCTIONS, z NOTIFY ARCHITECT OF UNBROKEN FOLDED END DAM DISCREPANCIES (j) x D 24 GAUGE SHEET METAL HEAD E LAP SIDING FLASHING WITH ? DEGREE SLOPE z ( 111/41, MIN. C) z � 0) 1/2 SET SILL PAN IN NOTE: DO NOT USE HEMMED DRIP EDGE, CAULK ON LAP 5101W.7. TYPICAL .� .. FOLDED END DAM BEAD OF SEALANT ul ;r; A5 SHOWN,SLOPE PAN TO DRAIN A 12-402 #I Og28 I/4" IN OPENING FLASHING OPENING FLASHING z lb JOINT FLASHING C BUTT JOINTS12 TYP. HEAD FLASHING s STEP G: STOREFRONT 4 STEP C: SILL PAN A4oO A4.0 DETAILS 50ALE: 3/4" = I' " 10321_113_JOINT_FLA5HING.DWG A4.0 50AL,E: NOT TO 5CALE HEAD_FLA5HIN6.DW6 A4.0 SCALE: NOT TO 5GALE OPENIN6_FLA5HIN6_6.DW6 A4.0 SCALE: NOT TO SCALE OPENIN6_FLA5HING_C.DW6 -0 w NEW TRELLIS SYSTEM ABOVE. SCHLUTER CORNER STRIP - CONTINUOUS AT OUTSIDE CORNERS. COLOR - "SAND PEDDLE" OYSTER TILE I NEW CANOPY SYSTEM ABOVE. I I I I NEW CANOPY SYSTEM ABOVE. I I NOTE: REVISE AND/OR ADJUST I I I I I I 1'-4" HOLD PER FIELD REQUIREMENTS I I I I SCHLUTER CORNERI I I I I � :. _.-�- -::..c.::_ ._-:: -= -•. � STRIP,SEE DETAIL I/A4.1. I I I I SCHLUTER CORNER STRIP,SEE DETAIL I/A4.1. - ' I I I I I W.RB A.B. PER MIALD`5 SPECIFICATIONS. BACKER ROD 4 SEALANT,TYP. J I BACKER ROD 4 SEALANT,TYP. �; I k• I I J I` I ' . WRAP INTO STOREFRONT JAMB,TYP. NEW HORIZONTAL GEMENT BOARD LAP SIDING OVER I I I I NEW HORIZONTAL GEMENT BOARD LAP 5101% OVER ( i'':. i NEW ACCENT WALL CONSTRUCTION PER PLAN/ DRAINAGE MAT OVER W.R.B. SEE ELEVATIONS/WALL I I I I DRAINAGE MAT OVER W.R.B. SEE ELEVATIONS/WALL - I I` i i SCHEDULE. — < TYPE SCHEDULE. TYPE SCHEDULE. - - - - - - - - - ' I x I I I I.: ^.:I DRAIN MAT YV/FACER PER MANUFACTURERS tu RECOMMENDATIONS. �-- I I EXISTING COLUMN TO REMAIN. I I I � � I .. I I III I/4 Y.I.F. I I III I/4 Y.I.F. I � PURR OUT A5 NECESSARY TO ALIGN W/G.WB. i I I I FURR OUT A5 NECESSARY TO ALIGN VY/GAB. ONG XI - I I I Lu AL E STING CMU YyAI. AT L INTERIOR. - - - - ALONG EXISTING GMU WALL AT INTERIOR. I NEW STOREFRONT PER PLAN/SCHEDULE. j 77 MO Z L---- - -- ---- - - ----- - ------ I � �x1L, I I I I i s. I I 14. L I 9 B B yp i NOTE: REVISE AND/OR ADJUST NOTE: REVISE AND/OR ADJUST I PURR OUT A5 NECESSARY TO ALIGN Vy/GY4B. PER FIELD REQUIREMENTS PER FIELD REQUIREMENTS I EXISTING CMU WALL BELOW AT INTERIOR. .. I ALOIN PROVIDE BLOCKING AS NECESSARY TO ALIGN YV =•i EXISTING CMU WALL CONSTRUCTION BELOW. SES PROVIDE BLOCKING A5 NECESSARY TO ALIGN W/ PROVIDE BLOCKING A5 NECESSARY TO ALIGN YV -I INFILL WALL CONSTRUCTION PER PLANT SCHEDULE. I P��°� G G EXISTING CMU WALL CONSTRUCTION BELOW. EXISTING CMU WALL CONSTRUCTION BELOW. > ; NEW POST PER STRUCTURAL. , NEW INFILL WALL CONSTRUCTION PER PLAN/ NEW INFILL WALL CONSTRUCTION PER PLAN/ i CONT. SEALANT(TVP. INTERIOR) c� K1I(! 'C), SCHEDULE. SCHEDULE. i M.R. SHIM AS REQUIRED TVP. f NEW ACCENT WALL CONSTRUCTION PER PLAN/ NEW ACCENT WALL CONSTRUCTION PER PLAW I BACKER ROD SEALANT,TVP. l��J!! ' SCHEDULE. •E• ``I NEW STOREFRONT PER FLAW SCHEDULE. a M.R• SHIM AS REQUIRED,TYP. M.R. SHIM A5 REQUIRED,TYP. I NEW CANOPY SYSTEM ABOVE. ,s CONT. SEALANT(TYP. INTERIOR) CONT. SEALANT(TYP. INTERIOR) NEW STOREFRONT PER FLAW SCHEDULE. NEW STOREFRONT DOOR PER PLAW 5CHEDULE. I I I I I I ■.■� 5 WALL PLAN DETAIL 3 WALL PLAN DETAIL I WALL PLAN DETAIL CL A4.1 SCALE: 1 1/2' = 1'-0" 11178-BRAND WALL ENTRY LEFT LEG.DWG A4.1 SCALE: 1 1/2" 2 1'-0" 11116-BRAND WALL ENTRY RIGHT LEG•DWG A4.1 �,�, 1 1/2" = 1'-0' II1T8�RGADE WALL LONG LEG.DWG � PROVIDE BLOCKING AS NECESSARY TO ALIGN YV U N EXISTING CMU WALL CONSTRUCTION BELOW. Q E �' o o to a� v c +•r h O 'p- v y v' y a : . . . . . .. NECESSARY TO ICN GJN.B. I I . NEW ALUMINUM FASCIA ABOVE. FURR OUT A5 NEGE55A AL YV/ � a o ALONG EXISTING GMU WALL AT INTERIOR. - p V °-o --- -- LIQUID APPLIED KR.B. ® CMU FAGS y - ++ CMU EXISTIN ;` 4.. NEW INFILL WALL CONSTRUCTION PER FLAW c o ._ a ' EXISTING WALL TO REMAIN,REMOVE G CONT. 5EALANT(TYP. INTERIOR) v_ y V c 0 - 0 a' +� v a� as I r : FINISHES AND PREPARE FOR NEW. h ��. c �� v� �,•, r M.R. SHIM A5 REQUIRED,TYP. o E•--u) o o c rna DRAIN MAT W/FACER PER MANUFACTURERS N o I! --- --_--- - CONT. SEALANT (TYP. INTERIOR) —v (0).2 `o ° o ILI RECOMMENDATIONS. - - L _55 `.2 ° I I cc+% amv TYP M. R. SHIM A5 REQUIRED - �. I '• - i - NEW STOREFRONT DOOR PER FLAW SCHEDULE. � � ;� -° o�•y E c (- LIQUID APPLIED W.R.B. ® CMU FACE. NEW STOREFRONT PER FLAW SCHEDULE. y °s 0 a� N J >: U r- - , J~• v- p v -- I EXISTING CMU WALL TO REMAIN,REMOVE EXISTING BACKER ROD 4 SEALANT, TYP. o J w I . FINISHES AND PREPARE FOR NEW. U ro.) ° N I . i v = ° � y - � -� NEW ACCENT WALL CONSTRUCTION PER PLAN/ L a y N U�+ Vl -00•V L- 0 I SCHEDULE. E NEW TRELLIS SYSTEM ABOVE. I I N o° o N i o o 0 3 �- c" �0� • I -----� W.R.BJ AB. PER MGDONALD'S SPECIFICATIONS. : ; •, I I I Q �� •° y a Y�RAP INTO STOREFRONT JAMB,TVP. . ` I . i NDN TILE VENEER PER PLAW ELEVATIONS. I v p o v p ° THINSET MORTAR. I � (D.2 � - - - - - p :..:.': :.::.:'.:. - - - - - - - - - - - yap J ' i DRAIN MAT W/FACER PER MANUFACTURERS oOc RECOMMENDATIONS. ;I r I I T PROVIDE BLOCKING A5 NECESSARY TO ALIGN Yr/ I NEW TRELLIS SYSTEM ABOVE. N EXISTING CMU WALL CONSTRUCTION BELOW. ii E -----i------ --p--c- -• 'I "� IE I NEW INFILL WALL CONSTRUCTION PER FLAW Mki Ila k) NEW POST PER STRUCTURAL. SCHEDULE. I : SCHLUTER CORNER STRIP,SEE DETAIL I/A4.1. .I 9 I FM OUT AS NECESSARY TO ALIGN W/GY�IB. W.RBJ A.B. PER McDONALD'S SPECIFICATIONS. ALONG EXISTING GMU WALL BELOW AT INTERIOR. YVRAP INTO STOREFRONT JAMB,TVP. I W.RB AB. PER McDONALD`5 SPECIFICATIONS. NEW ACCENT WALL CONSTRUCTION PER FLAW J : I h i WRAP INTO STOREFRONT JAMB,TYP. SCHEDULE. I/2" EXTERIOR GRADE GEMENT BOARD. m I' i DRAIN MAT W/FACER PER MANUFACTURERS < NEW ALUMINUM FASCIA ABOVE. RECOMMENDATIONS. C� � I r r : I L .. .-r :• •... h. .. •...,• ... ...-. k • T as 1 : : `,.. ,; •° . -, ': � ,.. :: BACKER ROD � SEALANT TVP. NOTE• REVISE ANDIOR AD.1<J5 PER FIELD REQUIREMENTS � I w: h �• ,. SCHLUTER CORNER STRIP, SEE DETAIL I/A4.1. , I k .! Q Z----- -----------� i n ! A Lu ,; n •v \ \ l -------- do, lz -------=-=----- - r r HOLD SCHLUTER CORNER STRIP,SEE DETAIL I/A4.1. - - - - I'-b" HOLDQQ _ ___ NEW HORIZONTAL GEMENT BOARD LAP SIDING ! 1 "� �' L I OVER DRAINAGE MAT OVER A.R.B. SEE D_ I ( ELEVATIONS/WALL TYPE 5CHEDULE. lu NEW HORIZONTAL GEMENT BOARD LAP SIDING I NEW DRIVE-TI CANOPY SYSTEM ABOVE. + OVER DRAINAGE MAT OVER W.R.B. SEE ELEVATIONS/WALL 50HEOULE NEW ALUMINUM FASCIA ABOVE. Al2-402 - #1 Og2b z b WALL PLAN DETAIL 4 WALL PLAN DETAIL 2 WALL PLAN DETAIL tu A4o 1 Lu A4.1 SCALE: 1 1/2' = 1'-O" 11116-ARCADE COLUMN ABOVE 5ILL.DWG A4'1 SGAI-E: 1 1/2" = I'-O" 11116-HEARTH WALL.DWG A4'I SCALE: 11/211 = I'-0' 11118-ARCADE WALL SHORT LEG.DWG DETAILS BUILT UP ROOFING PER , �� MEMBRANE STRIPPING SHEET MGDONALD'S SPECIFICATIONS ID TYPICAL ARCADE PARAPET CONSTRUCTION PER I/A3.0. ADHERED TO BACKER TO MATCH EXISTING Y....__.. I� BACKER FIELD VERIFY J015T5 PER STRUCTURAL M N EXISTING CONSTRUCTION TO REMAIN 71 N A42 GG TO PROVIDE INSTALL TYPICAL ARCADE PARAPET ; CANOPY TIE-BACK COMPATIBLE SEALANT AT CONSTRUCTION PER IA3.0. _ JUNCTION OF MEMBRANE AND 4 2 SLOPE PRE-FAB CUSTOM ARCADE CONTINUOUS SEALANT PROVIDE BACKER ROD MERE CANOPY 15 EDGE METALLOFASCIA A/24 G . _ NOT FLUSH WITH WALL SURFACE 3/8"/FT MIN PRE-FINISHED BY , - 5HEET-METAL 6RAVEL STOP SHED DOVER + CANOPY CONNECTION TO EXISTING STRUCTURE TO BE DESIGNED SET IN COMPATIBLE ROOF ::: ERA,GALL �� - 2162 TO ORDER . : ; ,• : : METAL- NON-CORROSIVE PIPE SLEEVE A5 REQUIRED BY MANUFA07URER GEMENT I �� FELT ENVELOPE (SEE ELEVATIONS FOR COLOR). LED L16HT FIXTURE - SEE ELECTRICAL DRAWINGS LAP ROOFING DOWN BLOCKING (` NEOPRENE WASHERS - BOTH I ' UNDER FASCIA. I BUILT-UP ROOF MEMBRANE SIDES I A15 N. I A42 CANOPY SYSTEM INFILL PANEL. (� 1/4"/FT. SLOPE - BACKER ROD 4 SEALANT '` SLOPE LOCATIONS A5 INDICATED ON ROOF PLAN FASTENERS AT APPROX. 3" TO 2X P.T. WOOD BLOCKING 6" O.G.,STAGGERED GALVANIZED FA57ENERS SET in CONTINUOUS CLEAT IN NEOPRENE WASHERS I, EXTEND MEMBRANE C FLA5HIN6 2" BELOW 0 0 0 " M NOTE: PROVIDE SLEEVES ON ALL FASTENERS OF BLOCKING ICE/WATER SHIELD OR(I) COMPATIBLE SEALANT M 2" TRELLIS AND/OR CANOPY CONNECTIONS TO I IN6 LAYER 30# FELT c3 BOND BREAKER TAPE PROVIDE CONSISTENT 4 UNIFORM ATTACHMENT PEEL BACK EXIST NG ROOF I x .. . . . . . TO EXTENT NECESSARY TO M 3,-0„ BUILDING EXTERIOR WALL FINISH. PROVIDE WEATHERT{CHT SEAL ; TYPICAL PARAPET BAND u- I.; CONSTRUCTION PER SECTION I/A3.0. CANOPY SYSTEM - SEE A95EMBLY NOTES ON SHEET A3.0. 1, CANOPY TIE-BACK13 ENTRY CANOPY OVERFRAME ROOF PARAPET DETAIL A4.2 3" = I'-0° 070_GANOPY_TIEBAGK.DWG A42 SCALE: 11/2 = I'-O" A42 5GALE: 3" = I'-0" PARAPET_MANSARD_BUILT-UP.DW6 GA1-0PYNTRY_GMU_TILE.DWG ROOF GAP ELEMENT SUPPORT BEYOND SET ON ELASTOMERIG TAPE AND SECURED TO WOOD BLOCKING WITH FASTENERS :..;. `.:.... "..... I ACCENT WALL SHEATHING PER 5Tt?IJGTURAI. ICE/WATER SHIELD OR(1) LAYER 30# CONSTRUCTION I FELT a PER SCHEDULE ::I TILE VENEER PER ELEVATIONS. TYPICAL PARAPET BAND CONSTRUCTION PER SECTION I/A3.0. EXISTING WALL - + CORRUGATED METAL PANEL/TRIM PER _ z ` % z_ CONSTRUCTION TO ,''I ELEVATIONS OVER DRAIN MAT W{TH k >: REMAIN. FACER W.R.B.;LAP OVER + BEHIND FLASHING t i I LAP W.R.B. OVER 4 BEHIND FLASHING GASKETED FASTENERS (FACTORY FINISH LAP W.R.B. OVER �I- I N EXTEND TPO ROOF MEMBRANE COUNTER FLASHING UP FAGS 8 a i.. BEHIND FL.A5HIN6 TO MATCH) ppE MIN.. SECURE WITH FASTENER AND FASTENING PLATE, PER r GALV. METAL GOUNTERFLASHING z I — ROOFING MANUFACTURER I E. MIS — ; 77777,777 7 K " �I NEEPS ® 24 o G - SEAL TOP OF FLASHING WITH A ' COMPATIBLE VERTICAL-GRAVE ROOF &ALV.METAL �L ,. FLASi-IfNb -..:,;I GEMENT AND REINFORCEMENT. `` � CONTINUOUS GAl.V. METAL FLASHING TO ��°� ;�D, �� t ..................... ................:........ ......... ........ L.... .... ..... : I TPO ROOF MEMBRANE;EXTEND UP WALL BEHIND SIDINGev FASTENERS APPROX. 8" O.G. MATCH. EXTEND UP BEHIND BUILDING WRAP. FINISH TO MATCH ADJACENT 0 BACKER P.T. LEDGER PER LED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS STRUCTURAL �- I MEMBRANE FLA5HIN6 SHEET ADHERED _� I TO BACKER PRE-FAB CUSTOM ARCADE FA501A YV 24 6A. PRE-FINISHED NEW CONCRETE COVER BY METAL-ERA,GALL 1800-558-2162 TO ORDER(SEE <t;° Z SIDEWALK z i CANT STRIP P =.. I ELEVATIONS FOR COLOR),OVER TPO ROOF MEMBRANE. LA PER STRUCTURAL STUDS 4 CONNECTION TO EXISTING71 is ,. TPO DOWN BLOCKING UNDER FASCIA. t.. ::.:::::......:. CONCRETE ROOF STRUCTURE PER STRUCTURAL GEMENT BOARD TRIM OVER P.T. BLOCKING ROOF _._ 1 .: FOUNDATION u- BUILT UP ROOF TO MATCH 2x WOOD BLOCKING PER MFR. REQUIREMENTS(2 LAYERS) PER STRUCTURAL GAP AT SIDING FOR VENTING PER f * -. :..' -�— EXISTING r CONTINUOUS METAL FLASHING TO MATCH. EXTEND UP BEHIND :. MANUFACTURER'S RECOMMENDATIONS .-.. . INSECT SCREEN I... W.R.B. � , I TYPICAL ... .:-.:. .. SECTION ARCADE PARAPET CONSTRUCTION PER I/A3.0. —INSULATION _... I8 STONE BASE 14 ROOF DETAIL 10 CORRUGATED METAL TO CEMENT BOARD 6 PARAPET DETAIL A4.V SCALE: 3" = 1',.p" STONE_5A5E ACCENT WALL.DWG A42 SCALE: 3" = 1'"0" ROOF_HEARTH_51DEY'�ALL.DM A42 SCALE: 3" = 1'-0" CM-TO_GENENT�.DWG A42 SCALE: 311 2 I1-011 PARAPET_ARGADE_TILE.DWG � � TYP. PARAPET CONSTRUCTION PER SECTION 2/A3.1. J 0 4-0-6 LAP W.R.B. OVER 4 BEHIND U v v FLASHING NEW ACCENT PARAPET CONSTRUCTION P.T. STARTER STRIP �a aai ° y >> GALV. METAL 'Z' FLASHING; PER SECTION I/A3.0. I y 0 a �'o ° -- 2X P.T. WOOD BLOCKING °" o 07 a o MATCH SIDING ... TVP. PARAPET CONSTRUCTION `�- LED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS � GAP FOR VENTING PER PER SECTION 2/A3.1. /FT.MIN o v ,°' 3 N+. E N MANUFACTURER'5 I I o o a y N 'I LAP W.R.B. OVER 4 BEHIND s '- ; L v RECOMMENDATIONS. •d- FL.A5HING a °' y�' v i - ': i INSECT SCREEN k-. .-. `... GALV. METAL FLASHING WITH I _. NON-CORROSIVE IYE PIPE SHEET-METAL GRAVEL STOP : o c -0 o� ov c rvcva _.;+ GEMENT BOARD TRIM WEEP SCREED I SET IN COMPATIBLE ROOF r N o c°.o•3�' C :, . I .:: SLEEVE ° a, I - GEMENT I,, v c t RAINSGREEN FURRING CONT. GALV. METAL FLASHING O NEOPRENE WASHERS - c CONT. GALV. METAL FLA5HIN6 WITH DRIP EDGE I t N° v o v o — — — — WITH DRIP EDGE;MATCH TRELLIS I :: BOTH SIDES MULTIPLE-PLY BUILT-UP ROOF <_ - c �+,U 4) �U — i MEMBRANE PRE FAB CUSTOM/COPING SINGLE PIECE ARCADE o o o 0 0 FINISH — — — — — TIE BACK PER TRELLIS FASTENERS AT APPROX. 3" TO FASCIA W/24 6A. PRE-FINISHED COVER BY y r v ;c PROVIDE LAYER OF S.A.F.F. — — — — — — I " 2 v 4- BEHIND BLOCKING ABOVE MANUFACTURER b O.G.,STAGGERED METAL-ERA,GALL I-800-558-2162 TO ORDER o J c a o o v (SEE ELEVATIONS FOR COLOR),OVER CONTINUOUS � �, -° L Al BELOW FOR APPROPRIATE TRELLIS CONNECTION TO EXISTING I CONTINUOUS CLEAT i WEATHERPROOF SELF ADHERED MEMBRANE. LAP ° 2 LAPPING - I STRUCTURE TO BE M516NM A5 DOWN FAGS OF BLOCKING UNDER FASCIA. ° s v c v v y _ _ TRELLIS CONNECTION TO I :::: EXTEND y. ._ o REQUIRED BY MANUFACTURER a.= — — i EXISTING STRUCTURE TO BE FLA5HIN6 2" BELOW a N L.`E IL. DESIGNED AS REQUIRED BY BLOCKING v o o y ,o a� MANUFACTURER I COMPATIBLE SEALANT y a c y L o 0 BOND BREAKER TAPE a TYVEK COMMERCIAL D W.R.BJA.B. PER a a� ° a� P.T. BLOCKING BEHIND TRELLIS P.T. BLOCKING BEHIND TRELLIS o%OOPI f MGDONALD'S SPECIFICATIONS .v o 3 0 'o v LO BACKER ROD SEALANT i :.: BLOGKIN6 PER STRUCTURAL. TYPICAL ARCADE PARAPET CONSTRUCTION PER �� ° ° o BEAM PER 5T'RIJGTURAL. GEMENT BOARD SOFFIT PANEL 0 s t + SECTION I/A3.0. s o� `o BACKER ROD 4 SEALANT. GEMENT BOARD TRIM. ` ~ a 3�... c�.• y GEMENT BOARD TRIM. VA BEAM PER STRUCTURAL. U � 1q TRELLIS CONNECTION 15 CANOPY CONNECTION II TRELLIS TIE-BACK PARAPET DETAIL �� A4.2 TRELLIS —MCONNA42 SCALE: 3" = 1'-O" A42 _ A42 � : 3�� = I'-0" PARAPET_ENTRY.DWG 2 ' w � SCALE: 3" = I'-0" GANOPY_GONN.DWG SCALE: 511 - I-0 TRELLI5_TIEBAGKJNOOD_GB.DWG 0 Z I t- PROVIDE SLEEVES ON ALL FASTENER5 OF TRELLI5 ROOF GAP ELEMENT SUPPORT BEYOND SET ON AND/OR CANOPY CONNECTIONS TO PROVIDE ELASTOMERIG TAPE AND SECURED TO WOOD BLOCKING CONSISTENT AND UNIFORM ATTACHMENT THROUGH WITH ANCHORS PER MANUF PPL(ER BUILDINGS EXTERIOR WALL FINISH. .... I I �`•, NEW EXTERIOR 51DINCG PER :i i ``�.� ......................................................:.........: TYPICAL PARAPET CONSTRUCTION PER SECTION 2/A3.1. TPO ROOF MEMBRANE r- .........: ELEVATIONS � EXISTING MANSARD ROOF TO f� BE REMOVED ;I+ - PRE-FAB CUSTOM ARCADE FASCIA WITH 24 GA. —� TRELLi5 TIE BACK EXISTING OVERFLOW DRAIN TO �► A42 `a PRF-FIN15HED COVER BY METAL-ERA,GALL 1-800-558-2162 BE GUT BACK PROVIDE MIN. � _ TO ORDER(SEE ELEVATIONS FOR COLOR),OVER TPO ROOF ` -;I I TRELLIS SYSTEM INFILL PANEL ® I/4/FT SLOPE - SLOPE LOCATIONS MEMBRANE. LAP TPO DOWN BLOCKING UNDER FASCIA. C) !-I/2" BEYOND SHEATHING. �? :11 AS INDICATED ON ROOF PLAN >.,i `t� I I PAINT TO MATCH 510ING NLL COLOR M 2" MIN. I M '" LED LIGHT FIXTURE - SEE z , I I I '� ELECTRICAL DRAWIN650 s� al ( P.T. WOOD BLOCKING q) x WETFL.A5H TO PIPE,TYP. 2X Je G _ I -,: :� l I I M I �& BACKER ROD SEALANT,TVP. Cl ul EXISTING EXTERNAL M C M ' Z 0) ;n DOWNSPOUT N TYVEK COMMERCIAL D W.R.B,/A.B. PER MGDONALD'S . M : II� � I� - `- ., I SPECIFICATIONS � M N 4-0 ;: aI TYPICAL ARCADE PARAPET CONSTRUCTION PER SECTION I/A3.0. Z <., N - f � :3. �i TRELLIS SYSTEM SEE EXTERIOR ASSEMMY NOTES ON SHEET A3.0.mw mw Am mw _mw mw mw mw mw Al2-402 1 0q 2b A42 OVERFLOW DRAIN TRELLIS DETAIL 8 PARAPET DETAIL N • 20 ib A4.2 50ALE: 3" = 1'-0" OYERFLOhLDRANI _ _ .DMANSARDWG A42 SCALE: 1 1/2" = 1'-0" TRELL15_AOOD_CB.DM A42 50ALE: 3" = 1'-0" PARAPET_HEARTH.DW6 DETAILS 4 EXISTING WALL CONSTRUCTION TO NEW WALL GON5ITZUGTION PER FLAW NEW INFILL WALL CONSTRUCTION PER/ 'I REMAIN. PROVIDE LIQUID A.R.B. NEW WALL CONSTRUCTION PER PLAW SCHEDULE SCHEDULE. '" INSTALL NEW GEMENT BOARD SIDING I 50HEDULE :' v ' P W B : ` ; 1 OVER IND F IN6 ;:.. _ LA .R .OVER BEHIND FLASHING :. LAP W.R.B. O 8EH LASH :, ••••,:: •••••.:. ON WOOD i�URRING PER � I MANUFACTURER'S RECOMMENDATIONS.. ::' <I ............................................... P.T. STARTER STRIP ::::`. i :`i CAP FOR VENTING PER MANUFACTURER'S • I z RECOMMENDATIONS. CALM. METAL 'Z' FLA5HIN6;MATCH 510ING I ICE/WATER SHIELD OR(1) LAYER I i PT STARTER STRIP. NEW METAL SIDING PER ELEVATIONS. ...... .. .......... , INSECT 50REEN 30# FELT - I I , 'i GEMENT BOARD TRIM P.T. RAIN5GREEN BLOCKING. .. ::` I LAP W.R.B. OVER BEHIND FLASHING. WOOD RAIN—%REEN FURRING ::.: " I WOOD RAIN50REEN FURRING ...: A.R.B.GALVANIZED METAL FLASHING ..- ... i GEMENT BOARD TRIM. 6 GALVANIZED METAL FLASHIN I i IN5ECT 50REEN AT GAPS,TYP. BACKER ROD 4 SEALANT — — — — i GALVANIZED METAL FLA5HIN6. BACKER ROD SEALANTLLI M.R. SHIM A5 REQUIRED 11111111 11 111 ITF M.R. SHIM A5 REQUIRED CONTINUOUS SEALANT ——'— BREAK METAL TO MATCH STOREFRONT. CONTINUOUS SEALANT < NEW HORIZONTAL GEMENT BOARDBACKER ROD SEALANT. STOREFRONT PER FLAW 50HEMLE LAP 5101M PER ELEVATIONS STOREFRONT PER PLAW SCHEDULE ��:.<•_:,.: ::: P.T. SHIM AS REQUIRED. GEMENT BOARD TRIM. CONTINUOUS SEALANT. BACKER ROD 4 SEALANT STOREFRONT PER PLAW SCHEDULE. NEW METAL SIDINGS PER ELEVATIONS 91 LA: 3 DRIVE-THRU WINDOW HEAD SIDING TRANSITION DETAIL STOREFRONT HEAD CMU I STOREFRONT HEAD WOOD FRAMING m A4.3 M 5F_HEAD_BLOGK_GB.DWG A4.3SCALE: 3" I'—O" 5F_HEAD�NOOD_GB.DWG i' SCALE: 3" = 1'-0' DT_HEAD_WOOD_GB.DW6 A4.3 SCALE: 3" = 1'-0" 51DIN6_TRANSITION.DW6 50ALE: 3 I I— ON WINDOW PER — I EXISTING WALL CONSTRUCTION STOREFRONT WINDOW SYSTEM PER SCHEDULE AND MGDONALD`5 TO REMAIN. INSTALL GEMENT 5GHEDULE✓PLAN SPECIFICATIONS BOARD 510IN6 ON DRAINA6E CORIAN SILL PER INTERIOR MAT PER SECTIONS. PRAAINC75 ' CORIAN I PER INTERIOR 5 L X. I DRAWIN65 P.T. STARTER STRIP. BACKER ROD 4 SEALANT Y. SH' R E. GIS 1ElS I � CONT. 6ALV. METAL FLASHING YV/ M.R. SHIM A5 REQUIRED 6ALV. METAL FLASHING, SET IN BACK EDGE DAMS,SET IN BED OF SEALANT. CONTINUOUS GALVANIZED SEALANT RKLAN' , SLOPE •.�t METAL FLASHING OVER ( I CAVITY IN SEALANT - � or CONTINUOUS SEALANT . _ • f:•` :�:. M.R. SHIM A5 REQUIRED I a I I I NEW BRICK SILL GAP/COUR51N6 <:::>>• CONTINUOUS SEALANT GO Z. T TIL T • O GH EXI5 NGS k .. 1 TION EX STING WALL CONSTRUCTION TO G VANIZED MET '` —3 `'E CONTINUOUS AL AL REMAIN. FLASHING WEEPS 24 O.G. MIN. EXISTING WALL CONSTRUCTION I I I ........ .. TO REMAIN. NEW BRICK VENEER TO MATCH .....:::::::- EXISTING ARB mcffi DRIVE-THRU SILL 14 NOT USED to CEMENT BOARD TO MASONRY TRANSITION 6 STOREFRONT SILL � CMU 2 A4.3 SCALE: N.T.S. A`3 SCALE: 3" _ {'-0' CB�RIGK.DWG A4.3 SCALE: 3" = 1'-0' SF_SILL_BLOGK_GB.DWG A4.3 SCALE: 3" = 1'-0' DRIVE—THRU 51LL.DWG � RONALD MCDONALD HOUSE WALL CONSTRUCTION PER J v s o COIN COLLECTOR SCHEDULE/PLAN Q v o L o SEALANT PER MANUFACTURER WALL CONSTRUCTION PER o o ° v ._.2 o UNIT#APT OT2000 CMU o.a v a� +. 5GHEOULE/PLAN BREAK METAL TO MATCH STOREFRON SEALANT PER MANUFACTURER'S 2 ° v N v-o 7 GALL 888-4�0-3344 TO v, o �- a+;m Lo--o v ORDER BACKER ROD SEALANT o o 2-0 . ,u 13.0 RECOMMENDATIONS PLASTIC UPPER PART M.R. SHIM A5 REQUIRED BREAK METAL TO MATCH o o 3 E PRDTEGTIYE LENSE CONT. SEALANT STOREFRONT c N i MCC NEW DRIVE-THRU WINDOW PER BACKER ROD 4 SEALANT o E.-�-°L •o COIN FUNNEL PLAW SCHEDULE. ,`` M.R. SHIM AS REQUIRED 0 ° o� ° o r- 0 a F � CONT. SEALANT N � �v 3 o v �, STOREFRONT PER PLAN/SCHEDULE � o° ° �, o 0 PROCEEDS DIVERTER -N, c�'�- ° --- :, v c W v o ... � i � o,�v� v c 0 X0 J9 O ° O V c NL O Ut � o2 - ----- ---- o J c � L E ACGE55 DOOR f ! U O V U C N o O PROCEEDS TRAY a (A N'yU-_ 0 Jul+N+ o'V o � y r 7 (a 7 0 ►' v 0 ° w d V (A L- O OIL ?, - — _...; o X00 ° 3 0 o;L rn c O O 0 7 0 O D U N CL O o c t 15 NOT USED 11 RONALD MCDONALD COIN COLLECTOR DRIVE-THRU WINDOW JAMB 3 STOREFRONT JAMB WOOD FRAMING A4.3 A4.3 = 56ALE: N.T.S. SCALE: 1 1/2 1'-0" GOIN_GOLLEGTOR.DW6 A4.3 SCALE: 3" = I'-0' DT_JAMB_WOOD_GB.DW6 A4.3 SCALE: 3" = 1'-0' SF -JAMB < `j �� 07 f > o r� NEW WALL CONSTRUCTION FLOOR FIN15H PER INTERIOR I I i PER PLAW SCHEDULE. — I EXISTING WALL CONSTRUCTION DESIGN DRAWINGS I. .I ::` LAP W.R.B. OVER TO REMAIN. INSTALL I I I FLASHING CORRUGATED METAL 51DIN6 ON 3'-0' — CONCRETE SLAB PER DRAINAGE MAT PER SECTIONS. STRUCTURAL I . I I TILE AND BASE TO LINE OF PROTECTED LAP A.R.B. OVER BEHIND COMBUSTIBLE FRAMING 5TOREFRONT DOOR PER SCHEDULE I I MATCH ADJACENT. F THRESHOLD — SET IN MASTIC I , 2X. P.T. SILL PLATE I LASHING NNECTION PER II I GO Lu D WOOD RAINSCREEN FURRING r (ADA COMPLIANT) I STRUCTURAL GALY. METAL FLASHING SET IN = _ STAINLESS STEEL FASCIA z NEW EXPANSION JOINT,TVP. I:' I BED OF SEALANT. Q „, O NEA SIDEWALK;SEE SITE i - _ Y�P5 ® 24 O G PLAN I i GALV. METAL FLASHING ., I SLOPE IRON DUCT ABOVE K — I LINE OF ROUND BLAC .I, _ OF DUCT I I �' a SLOPE I i AV 1.5�MAXMAX I I CONCRETE :c� !i LINE OF DUCT SHAFT ABOVE Qa FOUNDATION APPLICABLE) 1 ....... E� a STRUG , I: PER TUBAL. v f. k 5TAINLE55 STEEL ' EXISTING Y�tAl.l. CONSTRUCTION �r::.:..:....... CEILING PLATE u� 1 I- I . TO REMAIN. ff II Q Q -� , � /8 TYPE X G I: 1 FINISH ABOVE u R-10 R1610 � 9 Lu V INSULATION. A 12-402 #1 Og23 METAL PANEL TO MASONRY TRANSITION CEILING PLATE STOREFRONT DOOR SILL BRICK BASE NEW FOUNDATION A4o3 IGS 12 8 4 A4.3 SCALE: 3" = I'-O' MP_TO_MA5ONRY.DW6 A4.3 SCALE: 1/2' = 1'-0" 012_CEILING_PLATE.DW6 A4.3 SCALE: 3" = 1'-0' SF_DOOR_51LL.DW6 A4.3 56ALE: 3" = I'-0' 5TONE_BASE_NF.DWG DETAILS L N 10 GA WIRE HANGER5 AT PERIMETER ® X X 8 MAX. SUPPORTING MAIN RUNNERS AND GROSS ` CONTINUOUS ANGLE AT WALL EDGE NOT TO BE RUNNERS 6" MAX FROM EDGE. LE-55 THAN 2". ONE END OF EACH ORTHOGONAL HORIZONTAL DIRECTION TO BE ATTACHED; 0.115" CLEARANCE ON UNATTACHED SIDE,TYP. RECESSED LIGHT FIXTURE 10 GA HANGER WIRES AT 4'-ON ON CENTER HEAVY DUTY T-BAR GRID SYSTEM ADJACENT WALL Impar �� MAXIMUM EACH WAY (TYPICAL) Available At This Window z �g Thank Y&1. � SIGN#'if'1822 CL � ONE STAFF ASSISTANCE SIGN SHOULD BE PROVIDED SELF-SERVE AT EACH SELF-SERVE AREA. THIS SIGN MUST BE ONE SIGN SHOULD BE MOUNTED ON THE _� � Q3 STATION MOUNTED IF AN ITEM ON THE 5ELF-5ERVE BAR 15 DRIVE-THRU WINDOW WHERE THERE WILL < HIGHER THAN 48" FROM THE FLOOR OR MORE THAN ALSO BE PICTURE MENUS AND A NOTEPAD � � 20" BACK FROM THE EDGE OF THE TRAY RAIL. THE AND PENCIL FOR THE CUSTOMER TO USE. < ACCEPTABLE MOUNTING LOCATIONS SIGN MUST BE LOCATED TO BE EASILY SEEN BY ALL THE EXACT MOUNTING LOCATION AND CU5TOMERS. MOUNTING LOCATION 15 NOT SPECIFIED MOUNTING HEIGHT OF THIS SIGN 15 NOT 10 GA LATERAL BRACING WIRE-5 2'-0" , BY THE ADA. SPECIFIED BY THE ADA BUT SHOULD BE MAXIMUM FROM CHANNEL INTERSECTION AT EASILY VISIBLE FROM A GAR AT THE APPROXIMATELY 450 IN EACH DIRECTION. DRIVE-THRdJ WINDOW. LOCATED ON A 8'-0" X 12'-0" O.G. GRID AND 5/8" TYPE 'X' GAB PER PLAN o � A MAX. 6'-0" FROM WALLS. too qb I., WIRE TIES 13 STAFF ASSISTANCE SIGNAGE41 SPEECH/ HEARING IMPAIRED SIGN D.T. 5 SUSPENDED G.W.B. CEILING DETAIL Nz.WA4.4 SCALE: NOT TO SCALE A4.4 " _ 104_STAFF�5515TANGE_516NA�6E.DW6 A4'4 SCALE: NOT TO SCA�.E A4.4 SCALE: 3/8" 2 1'-0" 087_GYVB_SUSP_GEILING.DWG � WIRETIES.DWG SCALE: 1/4 I-0 105_SPEEGH_516N�T.DWG V < BERC2 CLIPS POP RIVETS TO STRUCTURE ABOVE INSTALL #12 GA. VERTICAL WIRE AT 4'-0" TO.G.CONNECTED TO MAIN RUNNER AND 1 I a PLUMB 1/6 ATTACHED WALL STRUCTURE ABOVE. INSTALL #12 GA. WIRE CROSS BRACING IN 8" MAX EACH PLANE OF MAIN RUNNER AT 12'-0" O.G. AT 45 DEGREE SHALL BE ANGLES IN Q ••• BOTH DIRECTIONS WITH THE FIRST POINT \ _ ��II � �eUis a' �,, ••••\•\ �4 •\•\••• WITHIN 6'-O" FROM EACH WALL. SFS � �.s�-� Ra E. r ,Ik14EIS OO • \4 \memo - - om emoeeme And.. ° •\ •♦ Picture _ •\ •• INSTALL A STRUT A5 REQUIRED BY ASTM • ••• E580 TO RESIST THE VERTICAL 0 mentis MENU BOARDS BEYOND .AetElCOMPONENT INDUCED BY THE BRACING I1. LA 4D, 1 ,r. Jha�kYou. SIGN #q3A WIRES. THESE HORIZONTAL RESTRAINT - Go 0 0 o e e e e e e m POINTS SHALL BE PLACED 12 FT(3658 MM) m e e e e e m e e e e e e m e e ON CENTER IN BOTH DIRECTIONS WITH THE _ O SCREW TI61-ITENDED THROUGH MAIN RUNNER DEGREES FIRST POINT WITHIN 6 FT(18241 MM) FROM ONE SIGN SHOULD BE MOUNTED ON A IF ALL THE ENTRANCES ARE NOT ACCESSIBLE THEHEAVY DUTY WEB RESTRIGTIN6 SEPARATION FROM WALL POP RIVET T-BAR GRD MAX. EACH WA-L. a COUNTERSLOPIN6 FREE-5TANDING SIGN HOLDER AT EACH ORDER AGGE95113LE ENTRANCE SHOULD BE IDENTIFIED WITH > y MOLDING SYSTEM STATION TO INFORM CUSTOMERS OF THE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE NOTE: AVAILABILITY OF BRAILLE AND PICTURE MENUS. EXACT MOUNTING LOCATION AND MOUNTING HEIGHT ARE UNATTACHED WALL I. INSTALL AS REQUIRED UNDER A5TM E580, � NOT SPECIFIED IN THE ADA BUT THE SIGN SHOULD BE 8 ASTM G635,ASTM 0636,GISGA FOR 5E15MIG EA51LY VISIBLE FROM THE PARKING LOT OR PUBLIC 1 1/2" TOTAL TRAVEL M, ZONES 3-4 AND ASCE _05 SECTION 2 FRONT COUNTER 51DEWALK AND SHALL BE WHITE SYMBOLS AND 13.5.6.2.2. an LETTERING IN BLUE BACKGROUND. 2. SUPPORTING WIRES TO BE GAUGED AND m m m m o m m o m m O SPACED PER A5TM 0841 TABLE E 3. PROVIDE LIGHT FIXTURE AND OTHER 3/4" "03* ° SUCH APPURTANENOE SUPPORT ATTACHMENT OPTIONAL •\ PER A5TM E580. •• 4. INSTALL A 2" PERIMETER MOLDING PER ASTM 0635 AND A5TM 0636. ,$ HANGER (SUSPENSION) WIRES 14 BRAILLE/ PICTURE MENU 10 ACCESSIBLE ENTRY SIGNAGE 6 BERG 2 CLIP DETAIL 2 SUSPENDED A.C.T. CEILING CL A4.4 SCALE: NOT TO 50ALE HANGER(SU5PEN5{ON)WIRES.DWG A4.4 SCALE: I/4" = I'-0" 103-BRAILLE_PICTLRE_MENU.DWG A4.4 SCALE: NOT TO SCALE ENTRY_516NAGE.12WG A4.4 SCALE: NOT TO SCALE O841_5ERG2.DWG A4.4 SCALE: NOT TO SCALE 088_ACT_SU5_GEILING.DW0 VERTICAL HANGER WIRE ATTACHMENT O v 1/4"(0 X 2" 505 SCREW® 24" O.G. Q v -vv� o � o•� - v c :3r ;p co L CL PROVIDE 516N5 WITH RAISED AND BRAILLE o EXISTING TRU55 m . GAP ELEMENT WITH DECOR •a 20 ° N CHARACTER SIGNAGE WITH A HIGH CONTRAST TO v ao `-v Dao CEILING CLIP M811 THE BACKGROUND,ALONG WITH A WHITE WOOD BLOCKING 1SIMP50N STRONG-TIE I z EXTEND STUD 4 BACKUP�ONN ONE 9 v Q 3 N E a�,N INTERNATIONAL SYMBOL OF ACCESSIBILITY (I.S.A) ACGeS�lble ACG@SSl�l�e 5/8" GAB EACH SIM. INTERIOR HTG4 ® 48 O.G. - SIDE TO UNDERSIDE F , o cli o �, L ON A BLUE BACKGROUND, MOUNT ON THE TOILET FOR DESIGN DRAWINGS FOR FINISHES. CONT. TOP PLATE FOR DRAFT STOP A5 0.40 c 0 ROOM ENTRANCE DOOR WALL ON THE LATCH SIDE NECESSARY v � t v v,o OF THE DOOR. IF ADEQUATE ROOM 15 NOT 2 1/2" X 2 1/2" STEEL TUBE ® 4'-0"OR C o o{= v 3 `-� PROVIDED ON THE LATCH 51DE OF THE DOOR,THE TO BE GO DRILLED LATERAL BRACING STRUTURAL MEMBER OR N ,`_v 3 0 °'r SIGNAGE 15 REQUIRED TO BE PROVIDED ON THE O.G.,TUBE REp TO STRUGT. ABOVE ® --►� c ` o� �k�o�. �� Y� SPANNING SOTTO �, o 0 o o o N NEAREST ADJACENT WALL. INTO SLAB. STUD 5 ° U o- ° 4'-0" O.G. z CHORD ® 4'-0" O G r v �, v C VERTICAL HANGER WIRE c� 41 MIN. A SIGN #353 SIGN X352 BASE AS SCHEDULED �, a II xe " N 1 I v Cv U•C•'� ° y 0 1.5.A. 516NA6E 516NA6E SHALL BE MOUNTED AT 60 BOTTOM OF GWB I/2 ABOVE SLAB 5/8 TYPE X GAB s a� ° �~�4-� o SPLAYED SEISMIC BRACING WIRE ATTACHMENT AC A.F.F. TO THE CENTERLINE OF THE SIGN. OR PLYWOOD SCHEDULED ONE ACCESSIBLE DIRECTIONAL SIGN SHOULD POINT i FLOOR FIN15H A5 SCHEDULED BACKUP EACH SIDE ° 4 �� °�-0 L A�N1AY FROM THE IN�CE551BLE ENTRANCE, IN THE A5 INDICATED ON CONT. 2X FIRESTOPPING AT V ,o 1/4"0 X 2" 505 SCREW EXTENT OF BACKUP(TYP). o N SHORTEST DIRECTION OF TRAVEL TO AN ACCE551BLE WALL SCHEDULE �, ° N ENTRANCE. THE EXACT MOUNTING LOCATION 15 NOT SHEET Al. 0- o.� O 0_ C Q C Ny_ yU• U++ SPECIFIED BY THE ADA. -v v o.N E LL NOTE: SEE DRAWINGS FORRIORHEIGHDTEFINI5HE5 BOTTOM N OF FLOOR A5 ° ° a :03`° a BACKUP BE o ` O EXISTING TRU55 TOP CHORD 57 ANY ADDITIONAL INFORMATION ON GEMENT BOARD HEDULED o r�° 0-0 STEEL STRAP I" WIDE X 2" LONG X THESE WALL5 MIN 1/2" ABOVE 0 c '3 o v 0 0 �, o°v` (nc y 7 12 GAGE MINIMUM SLAB ,,3 �, O O < 0 67 N 00.2 U 3 TURNS F- Q 3 w °-w :n to.�=-' oo2 �r SPLAYED SEISMIC BRACING WIRE d � WIRE ATTACHMENTS RESTROOM SIGNAGE DIRECTIONAL SIGNAGE PARTIAL HEIGHT PARTITION INTERIOR PARTITION 141 I5 II 1 3 z r (b � SA4 A4.4 1041_RESTROOM_51GNA6E.DY�G SA4'4 SCALE: NOT TO SCALE DIREGTIONAL_51GNA6E.DWG A4'4 SCALE: 3/4" = 1'-0" Og2_PARTIAL_HT_PARTITION.DW6 A4.4 SCALE. 3/4" = 1'-O" 0411_INTERIOR_PARTITION.DW6 s) �9'a SG T TO SCALE WIRE ATTACHMENTS.DWG SCALE: NOT TO 50ALE ROOF ASSEMBLY ROOF \101ST - SEE STRUCTURAL. I.B.G. SECTION 1011 REQUIRES THAT EXIT AND EXIT 2X6 ® 24" O.G. AG6E95 DOORS SHALL BE MARKED BY AN APPROVED SUSPENDED FROM TRU55 2X4 HANGER® 2411 O.G. EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF W/GALV. MTL. JOIST SECURED TO 2X6 - EGRESS TRAVEL. d HANGERS 5/8" TYPE 'X' G.W.B. THE EXIT SIGNAGE 15 REQUIRED TO HAVE A H16H < ::>::::: :::: ::>:: CONTRAST WITH THE BACKGROUND WITH RAISED AND ..... ... . X. :.;:::;:..:.:>::.:.;:>;:.;;:.;::>::.::..:.:::.::..:...:..:. . :;:::;;::::.::: WALL PER SCHEDULE _ KITCHEN ..........::..................................... ..... .... ....:..........:.....:...:... 4 8 AFFINING � rA SIGN #413A BRAILLE CHARACTERS. A WHITE I.S.A.15AON A BLUE _ BACKGROUND SHALL BE INCLUDED FOR ACCESSIBLE < G EXIT 516NAGE SHALL BE MOUNTED ON THE WALL ON I 5/8" TYPE 'X' G.YYB. (WATER RESISTANT) 111 THE LATCH 51M OF THE DOOR WITH 18 X 18 GROUND 5/8 TYPE X GYPSUM BOARD < CLEARANCE O.G. IF ADEQUATE ROOM 15 NOT < 0 PROVIDED ON THE LATCH 51DE OF THE VWk THE b QUARRY TILE BASE CABINET DOOR QUARRY TILE BASE W/VISION PANEL SIGNAGE 1 QUIRED TD BE PROVIDED ON THE (TYPICAL IN DINING) (TYPICAL IN KITCHEN) PIANO HINGE NEARE5 ADJACENTWALL. EXIT DOOR SIGNAGE SHALL BE MOUNTED AT b0" A.F.F. 6" QUARRY TILE BASE TO THE BOTTOM OF TEXT OR CHARACTERS. THE I.S.A. (TYPICAL IN KITCHEN) u; QUARRY TILE � � SIGNAGE SHALL BE MOUNTED IMMEDIATELY ABDVE THE = cj} le i++++i :: B.O. DROP SOFFIT FIRE EXTINGUISHER EXIT SIGN. AT NON-ACCESSIBLE ENTRANCES,DO NOT (TYPICAL IN DINING) .fl f ° CABINET INCLUDE THE INTERNATIONAL SIGN OF ACCESSIBILITY. SEE 61-N6. PLAN IT 15 RECOMMENDED THAT THE CENTER OF THE SIGN BE K cl� z CEILING A5 SECTION ELEVATION SET NO CLOSER THAN 41" FROM THE FRAME OF A Z SCHEDULED A DOOR 50 A VISUALLY IMPAIRED USER WOULD BES f 1/2" GYPSUM BO. ON 2X4 STUDS - OUTSIDE OF THE DOOR SWING WHILE STANDING IN D- ; FRAMING ® I6 O.G. - EXTEND GYB EX .-- BD b" ABOVE"SURROUNDING CEILING FRONT OF THE SIGN. - � � J � T]— A 12-402 - #1 Og2b z 20 CEILING TRANSITION SOFFIT DETAIL 16 FIRE EXTINGUISHER CABINET 12 TACTILE EXIT SIGNAGE 8 BASE DETAIL (DINING) 4 BASE DETAIL (KITCHlu EN) LU A4o4 A4.4 50ALE: 1/2" -- I'-O" SECTION AT DR SOFFIT.DWG A4.4 SCALE: I" = I'-0" FIRE_EXTINGUI5HERDWG A4.4 SCALE: NOT TO SCALE TAGTILE_EXIT_516NAGE.DWG A4.4 SCALE: 3" = 11-0" Oq6-BA5E DETAIL DININ6.DWG A4.4 SCALE: 3" = 11-0" Oq'1-BASE DETAIL KITCHEN.DWG ' DETAILS 54" MIN. , 2X WOOD 1/2" MAX. (TYP) 41 • PARTITION PER SCHEDULE STUDS MOP 4 BROOM FIRE ALARM BRACKET TOILET ACCESSORY GOAT S.M. TOILET WATERCL05ET FLUSH CONTROL 11 HOLDER gBE FIRE MOUNTING DETAIL HOOK SEAT COVER TO BE LOCATED ON THE WIDE 42" MIN. M12 AX. TILE WHERE OCCURS TO MATCH EXTINGUISHER DISPENSER SIDE OF HANDICAP STALL ADJACENT 0 0 0 FIXTURE 2 #12 SGREY URINAL TDP 4 BOTTOM STIFFE�NE�RS PRE-DRILL � - 11 CONT. b"x14" GA. CONNECTED 01 36" MIN. 13/8" INSIDE RADIUS DONT. 6"x14 GA. TO CONT. PLATE �� MIN. PLATE 3 STUD BAYS A5 SHOWN 4" MAX. PROTRUSION �4 WOOD STIFFENERS PER ATTACHMENT z � FOR ACCESSORIES " 11 STAINLESS STEEL TUBING 24 12 CONNECTED TO CONTINUOUS PLAN-SECTION >u O 4" HIGHE=R THAN 21" d iv � N � 24 W/ 1/8" THK. X 3" 0 v -i 48 CLEAR MIN. PATH OF FLANGES FASTEN TO PLATE AS SHOWN cn MIN. MIN. MIN. -� p ACCESSORY C) BACKING PLATE A5 REQUIRED - _ �t>� TRAVEL FROM FAGS OF 2#12 F.H.S.M.S. ® I ACCESSORY I�- BACKING PLATE TOP 4 BOTTOM �L SEE DETAIL OF 14GA. PLATE — 0 13 — o 0 11/2" PRE-DRILL �- A4.5 SECTION _ 4 g `� yr NOTES: r N zz x I. PROVIDE BACKING PLATE FOR ALL GRAB BARS. 2. USE 12 SELF-TAPPING SHT. MTC. SCREWS WHEN „ �c) ATTACHING ITEMS TO BACKING PLATE. 42 3. WALL STUD FLANGES ARE CONTINUOUS. MAX. METAL SLEEVE 4. VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUMBER REQUIRED. 5. BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS. TOILET PAPER 015PENSER 13 GRAB BAR BACKING D E TA I L A4.5 ALL LAVATORIES MUST HAVE A 50ALE: NOT TO SCALE 108_6W_I5AR_BACKING SHELF SWITCHES RECEPTACLE THERMOSTAT SANITARY ELECTRIC TOWEL WASTE TOWEL CHANGING COMBINATION FAUCET CAPABLE NAPKINS HAND DISPENSER RECEPTACLE DISPENSER 4 OF SUPPLYING WARM WATER TABLE SECTION NOTES: 22" DRYER WASTE FOR A MIN. OF 15 SEG. RECEPTACLE , a , I. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END GORIAN INTEGRATED I' � � POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL,AND GRAB BARS AT THE BACK BACKSPLASH/ 8 SHALL BE NOT LE55 THAN 36" LONG. 51DESPLASH 2. THE DIAMETER OR WIDTH OF THE GRIPPING 5URFACES OF A GRAB BAR SHALL BE 1-1/4" " " _� MIN. L_ TO 1-1/2 OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 3 x 3 x 1/4 SOAP DISP _ 3. IF THE GRAB BARS ARE MOUNTED ADJACENTSTEEL -- " TO A WALL,THE SPACE BETYN THE WALL _ I 8 Ap " I - AND THE GRAB BARS SHALL BE I-I/2 . ANGLES ® ,n I � � MIN. TABLE TOP 4. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY CENTERLINEIr 0 O � W NB I N SI R I E. : IS SHARP OR ABRASIVE E OF COUNTER z - t _ CEMENTS. 5. EDGES SH HAVE hIHERE SPAN I I O < o - ALL VE A MINIMUM RADIUS OF 1/8 z �- �-- I INTEGRAL GORIAN •� AV- s- b. THE STRUCTURAL STRENGTH OF EXCEEDS I - I GRAB BARS FASTENERS AND MOUNTING DEVICES SHALL LAVATORY MEET THE FOLLOWING SPECIFICATIONS: 6'-0",BOLT IRK Lf� d,WA I CORIAN VANITY TOP _ tt- A. BENDING 5TRE55 IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FORM TO DOUBLE i lv�J = THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE LE-55 THAN THE ALLOWABLE 16 GA. I 2X4 FRAMING ' o vr 2, 5TR-55 FOR THE MATERIAL OF THE GRAB BAR. STUDS N(4) i ADA-GOMPLI IT - ` _m ? m 1 B. SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 300-LB. POINT 1/2"0 M.B. % z UNDER5INK PIPING n LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR 5TRE55 FOR THE MATERIAL OF PROTECTION OVER THE GRAB BAR OR SEAT,AND ITS MOUNTING BRACKET OR OTHER SUPPORT 15 I PIPES (DRAIN 4 HOT IL Z CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT AND TOR51ONAL SHEAR I y,� � ADA-COMPLIANT UNDER51NK 5TRE55 SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. ADA CLEARANCE LINE. PIPING PROTECTION - 5� _ :....: G. SHEAR FORGE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION i PIPES 4 SINK BOY. 10 RESTROOM FIXTURE & ACCESSORY E L E VAT I O N S PLUMBING `` 4 OF A 300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD SHALL NOT PROJECT A49 OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, I BEYOND THIS LINE SGA!-E: 1/2" = 1'-0" RESTROOM_FIXTURE�LEVATIONS_W,4.DWG .- AHIGHEVER HAS THE SMALLER ALLOWABLE LOAD. D. TENSILE FORGE INDUCED IN A FASTENER BY A DIRECT TENSION FORGE OFA 6 SCHEDULED 250-LB. POINT LOAD,PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A `x 300-LB. POINT LOAD,SHALL BE LE-55 THAN THE ALLOWABLE WITHDRAWAL LOAD MAX. W"MN THE FASTENER AND SUPPORTING STRUCTURE. ADA REQUIRED CLEAR FLOOR SPACE AOR FRONT E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. APPROACH TO PULL 51M OF DOOR. 60" DEEP X 54" WIDE RA __.____. MIN. WITH 18 CLEAR ADJACENT TO DOOR LATCH. `' 18 G B BAR DETAIL 14 SECTION @ LAVATORY .. ........ ... ..... ..... ... A4.5 �� REQULRED�DIRNING. :.: -..... ..................... ..................... . ...... ...... SCALE: NOT TO SCALE 101_GRAB_BAR.DWG `�GAI-E: I" = I'-O° 112�VATORY_5EGTION.DAS k ADA REQUIRED CLEAR FLOOR SPACE FOR FRONT APPROACH TO PUSH SIDE OF ADA REQUIRED BLEAR _._. J o r RESTROOM ACCESSORY SCHEDULE J � �.� o °N DOOR. 48" DEEP X 48" WIDE MIN. W1TH :, FLOOR SPACE, 3b":..X...48" MIN. 12" CLEAR ADJACENT TO DOOR LATCH. vai a ° o c ° o aav a� o+, 'I ITEM SEE NOTE 2) MANUFACTURER MODEL # SUPPLIER BACKUP SUPPORT(SEE NOTE 3) . :. �� o HUGHES SUPPLY(866) 310-3576 (1) 2X6'5 4'-0" LONG NOTES: - RR-0I GRAB BAR 42" BRADLEY 612-001-42 I MGDGOORD@HA.IOGA.GOM CENTER MOUNTED - - - -- -- - •� `` ------------------- - b" FRONT SIDE TOE CLEARANCE. DOOR - -- - T '� I `--J,'�-, ---- -� ' " I. SEE IO/A4.5 FOR ACCESSORY I I _ I I `� I I o ° 3 10 E'o RR-02 GRAB BAR 36" BRADLEY 812-001-36 �H' SUPPLY (866) 310-3516 (1) 2X6'5 4-0LONG SWING ALLOWED. NO OTHER I RR-13 I '� I I I ADA REQUIRED CLEAR F1 DOR SPACE o a N+' Q MCDGOORD@HAJOCA.COM CENTER MOUNTED MOUNTING HEIGHTS. CONSTRUCTION ALLOT ED BELOW q" A.F.F. I I I I f ' ` I RR-0b I I 0 0 O�N �;_. I I i I i I FOR HINGE APPROACH TO`PUSH 51DE OF �' 16- -------------- HUGHES SUPPLY (866) 310-35-tb 1) 2X6'5 41-O" LONG I I ' i ' ` I ° " ° „ v t �,•, RR-03 GRAB BAR 24" BRADLEY 812-001-24 2. SELECT ONE ITEM FROM -0� I I I I DOOR. 42 DEEP X 58 Al' -.M1N.__NTH o a� 0 E•--+ o MGDGDORD®HAJOGA.GOM CENTER MOUNTED ADA REQUIRED CLEAR FLOOR SPACE I I I I " �° ' v •v►a 4 RR-08 A RR-10 I I I I 22 CLEAR ADJACENT TO`DOOR LATCH: o v c 0 ND ONE ITEM FROM , I WOMEN S TOILET TISSUE DISPENSER, HUGHES SUPPLY (866) 310-3576 FRAME WALL OPENING RR-II FOR FLOOR-MOUNTED WATER GL05ET -- --- --------------------- I = I ► I I N o °c-°v 3+' ° L ++ c L. O ++ RR-04 BRADLEY 5424 0 + O ° 60" WIDE X 5W DEEP MIN. i ' I I I I I " " ° 0 JUMBO, SURFACE MOUNTED MGDGOORD®HAJOGA.GOM PER MFR. RECOM. VERIFY WITH AREA - ----____-- I i I I ,4.-0.. I I I ° o ° o O c o -----I--- RR-0I i ' d- I ' i i i ° �,a° v c c 'u N CONSTRUCTION MANAGER. I I ' ► + I " I ® � -v o,�•v, E� c SANITARY NAPKIN RECEPTACLE, HUGHES SUPPLY (866) 310-3576 I I I � i � I 22 I RR-05 BRADLEY 4731-15 - MGD I c v o GOORD®H RECESSED (OPTIONAL) AJOGA.GOM RR-03 _- -_ - _ _ v ° ( NAL) � � -.. v �. x+� --_..._... - y c a� a� HAND DRYER, ENERGY EFFICIENT MODEL,ADA, WORLD DRYER L-111 3. GUT BACK-UP SUPPORTS ° 0 _ BETWEEN STUDS 50 FACE OF J I I I ;' o I RR-06 HUGHES SUPPLY (866) 310-35'76 i RR-04 I d i i MIN. GER. i � L �. ° ALUMINUM BRUSHED 51Im Drl MCDCOORD®HAJOGA.COM SUPPORT 15 FLUSH W/WALL I i v I I I --------------- ° ° L — I I I,� HAND DRYER RGY EFFICIENT MODEL,ADA, HUGHES SUPPLY (866) 310-35-16 ------------- --- - Z --------------- -- ;,_ o+= c o RR-0� BRADLEY 2x02-287400 - STUD. STAINLESS STEEL WG-2 = ' --!DEQ• ,Eek I I .•;. a� ° ° a o MGDGOORD®HAJOCA.GOM z " i JAN. I °' �,•" 4. SANITARY SEAT COVER N- •- ° TOWEL DISPENSER 4 WASTE RECEPTACLE, BRADLEY 2441 HUGHES SUPPLY (866) 310-356 � � � :::;. :: � ° ° " �, INDIVIDUAL RECESSED (OPTIONAL) BRADLEY 3251 - DI�►1: :NSERS TO BE PROVIDED = _ 36 MIN. i RR-12 1= I I ::: o a ?+E po I MIN. CLR. c c � cL u) L vo ° v, �-' o-o TOWEL DISPENSER WASTE RECEPTACLE, AS AN OPTIONAL ITEM. MOUNT i UR-1 LAV-1 RR-Oq COMBINATION RECESSED (OPTIONAL) BRADLEY 22Q1 HUGHES SUPPLY (866) 310-356 - �' 24 I rn v c L o 2.0 NAL) MGDGDORD�HA.IOGA. M PER 12/A4.1 AND VERIFY W1TH - i I ,� GO a� a MCDONALD'S CONSTRUCTION MIN RR-04 I i F-) i '3 - c°'3 - RR-10 MIRROR,CHANNEL FRAME BRADLEY 781 (24°X36") HUGHES SUPPLY (866) 310-3576 - MANAGER. ( 12 I I O .``'~ v ° 3 0 0 ° o v MGDGOORD®HAJOGA.GOM MIN. RR-02 I WG-I i I RR-10 SOAP D15PEN5ER,COUNTER MOUNTED, %v i I I �, o .� RR-II BRADLEY 6326-68 SUPPLY (Sbb) 310-356 I I I F_1 I II 0 as rn - 6 SPOUT(OPTIONAL) - 3-5 I I I - o L O a� MGDGOORD@HAJOGA.COM 4 II FE 2'3° v°i I' I' HUGHES SUPPLY 866 310 3576 y !, - -- ,....._ RR-12 SOAP DI5 WALL MOUNTED BRADLEY 6542 ( ) _ I I O PE;1�5ER, _ ADA REQUIRED CLEAR FLOOR SPACE FOR - I I MCDGOORD@HAJOCA.COM d' o = 4 'I TGH'APPRO % �_ I 11 LA ACH TO PULt S{DE Dir DOOR < � BABY CHANGING TABLE, HUGHES SUPPLY (666) 310-3576 FRAME WALL OPENING PER iy I n = XN1 _ I 54" DEEP..X.bl.�� WIDE MIN.CLEAR WITH 24° RR-13 KOALA KARE KBI00-MOTA HORIZONTAL,RECESSED,ADA COMPLIANT — I ! ------- ------------ --JI : MGDGOORD®HAJOGA.GOM MANUFACTURER'S REGOM. I Q O >-::.:-_-..::.-.-:-__-.-:_: :.GIEAR.-.ATJarGIT..TQ..DQOt ..H�.NGE,.........:...:... W, rl BABY CHANGING TABLE HORIZONTAL HUGHES SUPPLY (866) 310-3576 FRAME WALL OPENING PER _ RR-02 >................. ...... ..................................... ...................................... .............................. `�' RR-14 KOALA KARE KBI10-MORA N REGE55ED,ADA COMPLIANT,ALL STAINLESS MCDCOORD®HAJOCA.COM MANUFACTURER'S REGOM. _ Ib I I RR-12 ' I –7 5 EQ. EQ. EQ. EQ. I..........................................................................................................................>................................... tl a RR-15 DIAPER CONTAINER(OPTIONAL) _ BY OWNER - vr 00 z u� i 24" I ? WG-2 �y I I '_---- LAV-I - _......- ...__........................:. — z I ------� �- MIN. GLR - 3-oil I 36° (MIN. :......�...........i.......:......................................:...... PLUMBING FIXTURE SCHEDULE __ J - _______________ _ _ _ T � ^ � ^. v I . `. RR-04 z I I I z --------------- ' --------- ----J\ I I L ITEM MANUFACTURER $ MODEL # WATER USE AC-CES50RIES COMMENTS NOTES: i RR-05 i i L i if I i O � I 22 I L F-I LO GPM FAUCET OPERATION: I. PLUMBING CONTRACTOR SHALL COORDINATE tE I RR-0I i I I i i �U O FAUCET FOR LAV-1 TOTO TEL56510 #CP (0.17 GAL/ I i i = I + I MIN. CL% I I � WITH G.G TO PROVIDE BLOCKING FOR PROPER �------------------ I p I I i I i i < 10 SEG CYCLE) URINAL SUPPORT. -----I MEN'S ' ' C - -----+--------------------- FAUCET: F I i i i i i 2. INC CONTRACTOR D ADA REQUIRED CLEAR FLOOR SPACE PLUMB SHALL PROVIDE GRI _ TRUEBRO LAVGUARD2 SEE NOTE 2 LAY I LAVATORY TOTO LTIC{IG FOR FLOOR-MOUNTED WATER CLOSET _____________ MODEL DRAIN,DRAIN,P-TRAP AND VALVE STOPS FOR ALL I I I + ,D GORIAN COUNTER BY G.G. SINKS AND LAVS. 60" WIDE X 5`1" DSP MIN. i RR-i3 , �- i i i �� RR-0b I ; I I Z ,' (:) 6" FRONT 4 SIDE TOE CLEARANCE. DOOR I I I I I J �``. �_� -------------------- I I `—' � p 3. PLUMBING CONTRACTOR SHALL COORDINATE L--------- i SWING ALLOWED. NO OTHER I ---i- J-T --WITH G.G. TO PROVIDE BLOCKING FOR PROPER -, E! CONSTRUCTION ALLOWED BELOW a" A.F.F. L T- � SINK SUPPORT. ........:......:......-:-:_:::-...-�- �..:_--......-.�-.....-_.____._....::::..::::....::._-:...-_::._.-.-._.-,....:::_--�--__......-...-.::-:..:.-:::...::--...:.:-..._._._.........-.._..--...:..-.....................:.......... I ® < ADA REQUIRED CLEAR FLOOR SPACE FLUSH VALVE: FLUSH VALVE OPERATION: 4. SEE KITCHEN DRAWINGS FOR ADDITIONAL FOR FRONT APPROACH TO PUSH SIDE OF � " 5-6 TOTO INFORMATION PLUMBING CONTRACTOR SHALL ADA REQUIRED CLEAR FLOOR ADA REQUIRED CLEAR ADA REQUIRED TURNING ADA REQUIRED CLEAR FLOOR SPACE � - UR-I ADA WALL- URINAL UT447E TOTO TBJILNI2#GP OR SENSOR, SEE NOTE I DOOR. 48" DEEP X 48" WIDE MIN. WITH ZURN ZGENb230EV-EAS COORDINATE INSTALLATION WITH K.E.5. SPACE FOR FRONT APPROACH FLOOR SPACE,36" X 48" MIN. SPACE MIN. 60" DIA. FOR HINGE APPROACH TO PUSH 51M OF - < 3/4" LP.S., I (/2" TOP SPUD 12 CLEAR ADJACENT TO DOOR LATCH. " ° ° - ZURN Z5750 0.5 GPF TO PULL SIDE OF DOOR. 60 DOOR. 42 DEEP X 58 WIDE MIN. WITH 5. PLUMBING CONTRACTOR SHALL SPECIFY " " w Z DEEP X 54 WIDE MIN. WITH 18 22 CLEAR ADJACENT TO DOOR LATCH. � TOTO GT�05E FLUSH VALVE: FLUSH VALVE OPERATION: CONNECTION MATERIAL/TYPE WHEN ORDERING. CLEAR ADJACENT TO DOOR ! C) < v WG-I WATER OL05ET TOTO TETILN32#CP OR SENSOR SEAT: ZURN Z5655 ZURN ZGENb2OOEV BEAMIS MODEL 2155GT LATCH. 1.28 GPF I I.P.S., 1 1/2 TOP SPUD 1 � TOTO GT705EL FLUSH VALVE: V T O WG-2 TOTO TETILN32#CP OR SENSOR SEAT: _ L O ADA Y�IATER CLOSET A4 * 5 ZURN z6EN6200EV BEAMIS MODEL 21550T 12 ENLARGED PLAN RESTROOM S ZURN 25665 128 GPF I" I.P.S., 1 1/2" TOP SPUD A45 SCALE: 1/2" = V-O" ADA DETAILS 1/2" TEMPERED 62LA55 X p 1111 .. : -.. } .•• . . .. . .. . l . . '. I. . .. . .. . .. . . AITH GGAF GRAPHIC . - :. , :. - .: ,. •. PER 1111 . :, ' ' .'' • --:: . 1111. .:. 1111. _ .. FILM. MITER CORNER, PROVIDE LATERAL BRACING - GENTER IN LOW WALL. 25" TO STRUGT. ABOVE 4'-0" RCP GLASS EXPOSED. PREMANUFACTURED SOFFIT O.G. �; I/4" SHIM SPACE FOR PER 10/A4.6 BY PER PREMANUDAA BRED SOFFIT G 55,BLOCKING TO = 2X411000 STUD. -----4-------------------------------------------------- SUPPORT 50LID SURFACE EQ. EQ. n a\\ \\ TOP. EXI5TING VALANCE AND .... ...... --. GBB RETURN WALL I \\\ \\ II II MENU BOARD BEYOND GLASS \\ ®\ 1/2 GYP. BD.,EXTEND 6 EXISTING MENU \\ \ ABOVE GLC. LINE, TYP. BOARD AND ACCENT WALL BEYOND If --121 (�) I1 � �� ! .11 YALANGE BEYOND PER DECOR : 4.'::-' 1% % .!, iE 11 � � :.. A? ' I. -:::..,. CEILING z ... ... �`, �°` ELE1(. A5 SCHEDULE D T1�MPERED bLA55 W/ 1; ae p � WcCAFE GRAPHIC FILM I-- \, p 511 PER PLAN TiEI�PERED GLA55 p �� ,®' z 2° W/McGAFE p 0 4,) I - � . . 10 �,1 . 1-i -: n GRAPHIC FILM � i =1illCEILING I,: I BOTTOM OF SOFFIT 3 BELOW 6jLu li� ' i�' . f % 71 (�!i 5U}�1ROUNDI NG CEILING UNLESS r _ ELEY. AS SG LED m 1 .. p v NOTED OTHERWISE ON CEILING AN . 1 ' ." . cy > �- DC p - / GOVT. 2X4 PLATS _II NEW FRONT COUNTERkn , 7 n 2-6 v n PER 20/A4.6 z & 0 PROVIDE MTL. CORNER BEAD PER PLAN $- < : � MOULDING TYP. Lu R PER PLAN (Y.I.F) I1 CBB COUNTER SECTION 13 CEILING TRANSITION DETAIL a FRONT COUNTER ELEVATION 5 FRONT COUNTER ELEVATION "t n A4.6 SCALE: I" = 11-0" A4.6 11 = I A4.6 II = I II GBB_GOUNTER.DWG 50ALE: I I-ON GEILING_TRANSITION.DWG 50-ALE: 1/2 I-O 51DE_COUNTE�EVATION.DWG A4.6 SCALE: 1/2" = I'-0" p Q GOUNTER_E!_EYATION.DWG � .� � .� -1110 Z � c -------------------- I EXI5TING ROOF JOISTS I I 1/2" PLYWOOD GU55ET® EA. BRACE I Ib II I 1 1 6 A4.6 lu SOLID SURFACE FOR ALL CONT. 2X6 P4100 MOUNTED TO TOP I/8 DIAMETER THREADED -,. I v CUSTOMER EXP05M SIDES I CHORD OF EXISTING TRU55 ROD MECHANICAL ANCHOR TO I GYPSUM DRAFT5TOP - IF APPLICABLE SPAN MIN. OF 4 TRU55E OR P4100 UN15TRUT WITH SPRING I 5111 31-0II 2X4 DIAGONAL. BRACE ® 4811 O.G. STRUCTURE ABOVE. NUT 4 PIOOOT WITH NUT 7 % ADJUST LOCATION IN FIELD TO SUIT. 12 f :'\ Y�A5HER. SUPPORT ® 4'-0" 1 I RECE955ED DOWNLIGHT o� I r O: :1, : 11111111110 .G. TYP. o n , A4.b '`r 2X4 VERTICAL STRUT® 24 O.G. TYP. e o I . O I IK**, I INTERRUPT PANEL PER INTERIOR E II , �,' ��; i�--- BEHIND MENU BOARD PROVIDE CLIP L MOUNTED TO WOOD I ADDITIONAL BLOCKING A5 NECESSARY RIB BOLTED TO P4IOD I A4.6 DESIGN DRAWINGS. I _. FOR INSTALLATION OF NK�UNTING UNISTRUT(TYP ® EA. RIB) F.R.P. ON : tv -- i. FIN15H PER INTERIOR ----------------- __ �______�___ -_- -.- ._:..._.._. :..._._.........:.......1111. BRACKETS. N: -:RE.OGATE p05 STATE-ONS PER KITCHEN SIDE DESIGN DRAWING5 � = I WOOD BRIDGING CONT. ALONG 1 � ® I M' `O TYP=O>* 3''. INST L.L C dRKL,4ty , V TDP OF PANELS(TYP. BOTH ____-- __J t % O I. -.-- FINISH WALL TILE W/ I/8" GROUT REVEAL., ;... ----- 1 _ 4 A PER SCHEDULE I .ELEGTRIAL A1` P05 SIDES) I 1 :_ :::::::__ :�. F PARI I LOGA 'IONS.:PROV[DE ALL ® Ov E5 I I : " I I _ �q RESISTER,.._ : -- VER PLYWOOD WITH PAINTED II I I I `ANI7 GABLETIGROMME�IN' / '1' I/2 FURNITURE GRADE - 2 I . ::-, I I I COUNTER. = I :u; DIGITAL MENU BOARD FINISH. (FILL ALL NAIL HOLES) - I I __.. L I I `LINE QFOUNTR TOR :z 1 -- ,,, -- - _� I I v OF I INE ADJACENT GEI INC : =! : : .: F. PON L L R. . KIT GHEN SID HE 1. .. ''-•.�-...'�. �-.. �.. , . ::. •. ,:. . : i,., 111,1. E PER 5G DULE : .. .:.:.:... ... o :.. 1111 o �. ... •.. I i 1 i �i 1111. -�` - II Wit. .. - . ; n I 1 �, - - I !n . 1111:: a ... �-, - s 1111:: = 5 8 TYPE X G " n w,.:.... a� : :..:..::I I/2 / 106 OR PLYWOOD BACKUP . r I ctj ,1111. : }.:' 12 YWODD PA 5® I 11.11.. I _- < : ;.. - PROVIDE`AL?DlTfONAL ELECTRICAL 1111::: EACH SIDE AS INDICATED O / �" 6 :� r 1 N WALL11. I I I RO�JGW-115 PER:ELGTRIAL € ': O.G. TYP. � I ;.,,,:. ,,1111. ..•1111,:. -:..,-.,..-1111- :.:}. I SCHEDULE,SHEET ALO 1 , • I D NG5 MITER CORNER(TYP. BOTH " =•� I 1 RAlN 11 BOTTOM 6" OF BACKUP TO BE GEMENT 3-0 I FLOOR A5 BOARd7 - MINI 2" ABOVE 5 SIDES) I 1 `¢ / LAB i i I EXISTING MENU VALANCE INTERMEDIATE INDI=RGOUNTER SCHEDULED YVOOD BLOCKING BEThiEEN I 1 ,. I.i. SUf?PORTS FlJi2t1S1-IED TO REMAIN. COORDINATE _ . RIBS,TYP. I 1 IN5TAL.LEI BY KE : in :: : : I !.. . WITH INTERIOR DESIGN q...'-.--.-.......... i......,...',, FOR FINISHES. I: I _: I Il I€ 11 i An : : . : : TOE KICK DETAI L SCREEN WALL PARTITION CLOUD SOFFIT SECTION I :.........`...................>...................... .........•........ A .b I' I I IS I I I, 14 10 I I I A4.6 I _ A4.6 A4.6 II I n I . SCALE: 3 - I-O TOE_KIGK.DWG SCALE: I/2" = I'-0° 5G PARTITION.DWG SCALE: I I-0 .. L_ = GLOUD_50FFIT.DWG . I I ` 1111. 1111...; r . u- ;. I --T..--11-1-%77t.....*.....: I . !4 A4.6 NEIL SEEQ FRONTERVIGE COUNTER I/2" PLYWOOD bU%ET® EA. r :............:......................... I I J I I % PER Iq 24 I�IA46 AND INTEd7101 I: O o u I I - . J : 2 6 I BRAGS I. I :.. r......... - DRAWIGS.-- -v �, •nOi ................... . -_--,------------- I - . - 1 - � - . . 1111:.. . 1 € : Q o 1111. ..`....cn ... 1111. . DE5 bfiI I : o _ `o • v I EXISTING RODE JOISTS I I -� :I I cn v c ° � II 5n I I I I •a aai (2) 2X4 FLAT WITH IOD NAILS I I _ 1 ILaai ° v- I : A4.6 o � a+;� �wv :I rn ® 12 O.G. 2 ROWS I - - o ( . . >� . ° r v C :I v N •; 1111 ••: I : : : ... ... O ,..1... ..: :........ : :.::::•:::::::::::::•::::::Y:;::::::•:::::::::::::::::::.:::.:::::::}} � : ::i : ......,. ',.......,.-.. 111;1.. 11_11.. 111,1.. .. 1111..}.. ;1111 1,111 ..•. 1111. .. C G � � •-,Q' :. : STAGGERED) I I I _ ... I 1 g o a� 3 v o v_, :. : _ -• C . I - I _ - N:� . ::.....,:::.....I::.....:..L. v . l: U O _ DONT. 2X6 v CL rn I � � v I c a� I: 1= y•rn�' O as a� :::::::.,,.:.,.:.::::::::::.:.:::::::::::::::::.:............' ............ ............................... I - .: % .:.:..............::............:,.:...........:.:..:.:.................,.: . :..................... . :•:••::•:•:.::•::..................... . ................. n : .. v t a� - .... .. . I I . .. 11 I n€ -- : 2X4 DIAGONAL. BRACE ® 1: _..: <:::.:::::..:' o E{' : 1111.. o•- u - I I: t fl. --4 v c rn � -(� 12 I =.- V 50-M AD OGATI o .,r �-+ JUST ON IN L II C v I - I u n O O O.C.�i : I N ++ co) ,` n I-9 I/2 CLEAR 8 I/2 1. = 1: I :: ..:Yi :: ° -° a� b, FIELD. I 1111:. I 1 11 1; . O 3 3-0 .. :;; I - o�� <:. . I• :..I v .. : bYP5UM DRAFTSTOP - IF N I v _ o �� I L I I l` = tom a� oc° - � � v --�___�___ ___ a, APPLICABLE I T< a I c c+. rn : _. % _vim 0 - 1\1' 11 .1111: ---- v I TILE (12X24) APPLIED I/4" INSET I 1 I v 'c ° ami o 11 HORIZONTALLY ABOVE MENU / I= 1 _.. -- r ° 2 :. _ a� p 4' II - BOARD OVER 1/2" PLYWOOD 1 I 01 J�" o v a'� 0 7- :4 I/2 FURNITURE GRADE c % ON FAGS OF STUDS ONG PAS- I i I A .6 ° J as ° PLYWOOD SUBSTRATE W/ �- I a c.� �- I 1 "= (� c vOi v°. FINISH PER INTERIOR LENGTH OF VALANCE: EXTEND I I ° �, v �, II I I a� v v a� rn cli DESIGN DRAWINGS. 6 ABOVE CEILING LINE I = a rn N;� c,� ,, riS I I (a.° r-.voo_ c (WHERE VISIBLE BEHIND MENU I -- _ -.. - - 1111:: - o as A4.6 \ : 2Xb WOOD FRAMING,TYP. BOARD t- . 1 j y o= -� 15 U '� MECHANICAL ANCHOR TO I I A4.6 N o° ° �, ` 0 0 GEI LNG A5 5GHEDUL. ° - L LED I 0 v N SUBFLOOR. C• >r n 1 I °� `'' °I 0. c c +• . - 2X4 VERTICAL STRUT® 24 I , • - •3 �-�= °''3 ° . v N . . O.G. TYP. BEHIND MENU ACRYLIC GRAPHIC HOLDER 1 I v ° °-° v ° : I 10 3 v +► vo _ -- -v % BOARD INTERRUPT PANEL 1 I :: € : : : ; 0 �a�o r'n a, �„ .,. MENU CONT. 2X4 PLATE 4 �' CL s BOARD 0 Z ar PROVIDE STAINLESS STEEL I I I `�" a 3 L - ----- MATTE GAP ALO% EDGE OF + I A4.6 VALANCE TYP. :; : : : FRONT COUNTER OVERSHELF VALANCE MENU BOARD INTERRUPT PANEL DETAIL :____ .. : Iq 15 I I 1 - � � �. A4.b II = I n A4.6 n _ I n A4.6 n _ I I, ................................. : � SCALE. I I-0 FRONT COUNTER.DWG 50ALE: I - I-0 MEI�U_VAL.ANCE.DWG 50ALE: 1-1/2 - I-0 INTERRUPT_PANEL_PLN.DWG ..:. ..1. , I . ... ;� � U v- m Lu N 1_ 11 1 11 - I < r- m 3-0 _-- 2 6 :. I .. L T : 1111. . 111;1. cn , I INTERRUPT PANEL _ ,,...EXISTING AGT REPA1] �i IR % 1111 k....................... }.................}.}1111 1111. ... ........T_::::::.::............................................:?.}:'J :.................................................................... .:...........:.......Y........::.........:.........-�.•::•:;nn•Y}}}}Y}}}Yi}k}:.YY:•YY}YY;•}YY;%3}}}}}}}}}}}}1111..,- - I •rte ...�-r.._.m--� .ter-s-rr .. .........:. ::•:.... -- rm-r-�s� .r 1 _ :... : :::.::... .:. 1111.: .::...........,........... .�. ... .. >; A5 REQUIRED EXTEND COUNTER NOTE: COUNTER ....< :z n I u ;1111 SUPPORT WALL II I/4 INSET I-9 I/2 _ �- PAST PLYWOOD 1111 - I RECESSED TRIM NEW AGT CEILING IN 1ID ::: FURNISHED .. 111..1 ..111. ..:... .... .. ... ..... .... PANEL DINING,PER INTERIOR __. • :I : : ; : :..:....,,..,.,:.:..:..:.; . . : . - 1..,.1 ...:...............:.:., _ .. I/2" I'-Q I/2" CLEAR `, 8 I/2" INSTALLED BY G.G. --- DE-516N DRAWINGS 9 : : :I ----- : : : : II `,,<> INTERMEDIATE _. I.. I ADX PLYWOOD SUPPPORTS SUPPLIED ; :I ;,.;}: I.Z SUBSTRATE - VERIFY --------------- W/ °° 8 INSTALLED BY KSS. 1 �� :. COUNTER TOP MANUF. 3 ----- I -n-------- �� 11 11 II < (/2" COUNTER TOP BY _ 1 1 1 I I .111.1.. .. 1 1 1 1 1 1 ` E 1111 ............ �•-•, L 1111.. � : �-.......,��,1111: OPERATOR. VERIFY w/McD 5 i 0 ll 0A4.6 2 :.::::,..:'...`:::..:.:.................... .. I 11 11 l•.H D-- � ..:_.,-:.._.:_:_:_.:::_.::::::_:----- ::-,, PROJ. MGR. V�-IIGH COUNTER c� p I11 v LL 11 . ....................................... TOP TO BE USED s< 11 11 _� _- 9 - I 1 1 1 1 i 11.3 I/2" FURNITURE GRADE PLYWOOD ",, u� _! =i = i i Zkh II II o : > :: d- ACRYLIC GRAPHIC HOLDER - >-1111: ==, t i i i i i I ,_., SUBSTRATE W/WASHABLE FIN15H '� -- _ d' 1111.,_- II II II �SD -1 9 1111} N PER INTERIOR DESIGN PRAAING5 ;<: ACRYLIC GRAPHIC ,........... 11 I I I I I- FRP OVER I/2" PLYWD. 18 HOLDER I i i i i <<.:; A4.6 EQ. }. • 11 1s) 1111 (knar1 R z �` ON KITCHEN SIDE i L---J L----------_ -----------J L- �' 1:i: v = O 1 --- ----------------------------------- -- . �- .... :: 2X6 WOOD FRAMING, : - .. ... .. ------------------------------------------- s u u 'y }• Z -:; � TYP. MECHANICAL <:.> INTERRUPT PANEL -------- : _,1111. 1 , I. I__ ANCHOR TO SUBFLOOR _ 1-11 i� N N ''� I'-q I/2° C. i �' u� FLOOR FINISH A5 _ I Ij � FI I OPENING I 4 E55 : _ :;; SCHEDULED .` BASE N 5H PER INTERIOR / BASE FINISH PER M M DE51GN ORAWING5 INTERIOR DESIGN ( �0 � lr, �� ;1-"'. >: LL S '` L 11 II II II 11 I 7- 20 COUNTERTOP SECTION ,b INTERRUPT PANEL SECTION 12 INTERRUPT PANEL ELEVATION s ENLARGED PLAN w A4o6 A4.6 SCALE: I I/2" = II-0'I A4.6 E: 3 411 = II-0n A4.6 SCALE: 1211 = 11•�II A4.6 50ALE: I/211 : II-0II T 5EEQ DETAILS FRONT_GOUNTER_SEGTIDN.DWG A1- / INTERRUPT_PANEL.DWG / INTERRUPT_PAIL .DWG (STOREFRONT GENERAL DOOR NOTES:ENTRANCE SYSTEM) T x x Ln Y I. ALUMINUM FRAME,THERMALLY BROKEN WITH HEAD RECEIVER CHANNEL;FIN15H TO I. ALL EXIT DOORS SHALL BE KEYLE55 IN THE DIRECTION OF E61RE55. MATCH EXISTING STOREFRONT SYSTEM. 2. THE OPENING FORGE OF ALL EXT. PU5H/PULL DOORS SHALL NOT EXCEED 6 1/2 2. IN INSULATED GLAZING - SEE EXT ELEVATIONS FOR LOCATION OF SAFETY GLA55 LB5' _ ( )' 3. THE OPENING FORGE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 3. PROVIDE FLASHING AT HEAD 4 SILL - CONTINUOUS 51LICONE SEALANT, IN5112E 1-135. AND OUT AT PERIMETER OF WINDOW FRAME. 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS A5 NOTED ON THE 4. PROVIDE 2-PIECE METAL GAP ® SILL DOOR 50HEOULE S. CORIAN SILL AT INTERIOR PER INTERIOR DESIGN DRAWINGS. 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING z OR TWISTING OF THE WRIST TO OPERATE. C) 6. VERTICAL GLAZING: A55EMBLY MAX. U-FACTOR,U-0.40. A55EMBLY MAX. 5HGC wI- ® 0.45. 6. ALL NEW STOREFRONT 4 DOORS TO HAVE FIN15HES THAT MATCH EXISTING STOREFRONT FINISHES UJ 1. ENTRANCE DOORS: ASSEMBLY MAX. U-FACTOR,U-0.60. ® 1. SEE ELEVATIONS 4 WALL SECTIONS ks) CJ W U) Ouj 0 MARK TYPE SIZE (Y.I.F) NOTES O DOOR FRAME Lu Z_ WI A 28'-019) X 6'-411(H) MATCH (E) GLAZING 4 STOREFRONT FRAME SYSTEM 4 FIN15HES MARK MATERIAL 51ZE TYPE MATL SIZE W2 B 5'-4 3/4n 6-4"(H)(4 X MATCH (E) &,LAZING i n 4 STOREFRONT FRAME SYSTEM 4 FINISHES ® 1 ALUM. 3-0 X11-011 X 13/411 A ALUM. (NOTE ,) W3 G 4'-8"(Yv X 5'-8"(H) MATCH (E) GLAZING $ 5TOREFRONT FRAME SYSTEM 4 FIN15HES 2 5.C. WOOD 3'-0" X 4'-6" X 15/411 B H.M. 2" .IAMB 4 HEAD � � �5 Lu i n � n ® � n n n � W4 D 4-8" X 5-8(H) MATCH (E) GLAZING 4 STOREFRONT FRAME SYSTEM 4 FINISHES 2A S.G. WOOD 2-6 X 41-611 X 1 3/4 B H.M. 2 JAMB 4 HEAD I 8 1 > 1J--J PFR SCHEDULE (TVP ` -_ t - - € �n OPEN ABOVE I MIN. � SH E. GE. r SIS C� II II I I o RKLAN ,OF I I 1/4" TEMP. I I GLAZING I I r n I I OPEN BELOW - I' AFF MIN. '< I L I :. A W Aopt � � B LL PERLo '< SCHEDULE � DOOR#1 v � o J N 2 =O� U c I. CLOSER: LGN 4021 X 16 Q o'o 2-0 o o 2. HINGES: OFFSET PIVOT ANSI - A-156.4 GRADE I;PROVIDE EXP05ED PARTS OF V) •°�-' o.o.v 0' CAST ALUMINUM ALLOY,A5 SUPPLIED BY DOOR MANUFACTURER. co0-:3+� r0, d N p p �, o 0-v 0 7 i 3. PU5H/PULL HANDLE: KAWNEER#CO-q OR HA6ER PU5H/PULL SET 16412/V/B. to a o -0 o.o 4. PANIC, HARDWARE: ADAMS RITE MFG. CO. 6800 SERIES WITH OUTSIDE c -v a� „ ;X v CYLINDER(FINISH TO MATCH STOREFRONT DOOR) o° ° a 3 v 1•° a 5. THRESHOLD: NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, ° n'N 0 0 36" WIDE X 1/2" RISE (ADA ACCESSIBLE). o E+=0.r c'o z c B 6. WEATHER STRIPPING: PROVIDE COMPRE5510N WEATHER STRIPPING A6AIN5T o ° �, 3: v Oc'v °- FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER 5TRIPPING 0 r--o 3 c �' c RETAINED IN ADJU5TABLE STRIP MORT15ED INTO DOOR EDGE. PROVIDE EPDM -i-' c t- o c-w OR VINYL GASKET WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE v v o o c c FOR CONTACT W/THRESHOLD. o-� o a E v c c� � L � o,�'�nEoc 1. SIGN: MOUNT ONTO DOOR,TO READ "THIS DOOR MUST REMAIN UNLOCKED v v o�, X+, o WHENEVER THE BUILDING 15 OCCUPIED /DURING BJSINE55 HOURS". g J.r c L` U) DOOR 2 26 4- o - c o P� N =O N v L C� 'u m.N cw U+'n' Q _ I. HINGES: HAGER BB1250 US 260 4 1/2 X 4 1/2 - I PAIR AND N. ._ o o_ c -000 � y HAGER BB12lq US 260 4 1/2 X 4 1/2 - 1/2 PAIR(ENSURE SELF-611-051NG) o o 5 �a% `o�E 2. LOC HAGER#3215 (MODIFIED) U5 26D DEAD BOLT N o .9 o N o 3. PULL HANDLE: HAGER CAOq CFC, 2 1/6 320 (EACH SIDE) 2f L - � j��- c a� 0•- 4. WALL STOP: HAGER 236W U5 320 '3 �-- c 34- _ �. 5. GOAT HOOK: BRADLEY 232 ROBE HOOK, IN51DE FACE OF DOOR AT 46" A.F.F. ® 2 0 3 0°.►v° < N CL N 0 v7i c U U s y O.�'c_' �p � 2p r C D N C Lu PER SCHEDULE .Lu I T LL W < 0 C) Z °--A I 1 ® Ly zp C) >- Dp �--- w lu -- ® (N ® A 12-402 #10-423 O Q) Zz 0 A600 ® SCHEDULE Q STRUCTURAL NOTES CONCRETE REINFORCEMENT (2) ROOF_/FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL `� m PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS GENERAL REQUIREMENTS&DESIGN CRITERIA REFERENCE STANDARDS: CONFORM TO: AROUND ALL ROOF/FLOOR OPENINGS. UNO, MULTI-JOISTS/RAFTERS SHALL BE STITCH-NAILED TOGETHER (1) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SEC 3 "REINFORCEMENT AND WITH (2)10D @ 12"OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT BUILDING CODE & REFERENCE STANDARDS: THE "OREGON STRUCTURAL SPECIALTY CODE", 2010 EDITION, AS REINFORCEMENT SUPPORTS." UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE ADOPTED AND MODIFIED BY THE CITY OF TIGARD, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. (2) ACI SP-66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF/FLOOR REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH (3) CRSI MSP-2 "MANUAL OF STANDARD PRACTICE." SHEATHING. ROOF/FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS (4) ANSI/AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL." REFERENCE STANDARDS SHALL BE USED. (5) OSSC CHAPTER 19, CONCRETE. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF ` 6 ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT ( ) ACI 318 AND ACI 318R. 19% EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE. LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, CURTAIN CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN WALLS, STAIRS, ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER CONCRETE CAST AGAINST EARTH 3" CONDITIONS IN ACCORDANCE WITH OSSC SEC 2304.11 "PROTECTION AGAINST DECAY & TERMITES". CONFORM TO z NONSTRUCTURAL ITEMS. o CONCRETE EXPOSED TO EARTH OR WEATHER (#5 & SMALLER) 1-1/2 THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD-PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, 0 STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES & MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS STRUCTURE IN ITS COMPLETED STATE. SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO "LAP SPLICE SCHEDULE" OR PLANS FOR TYPICAL COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. v SPLICES. THE SPLICES INDICATED ON INDIVIDUAL SHEETS CONTROL OVER THE SCHEDULE. USE CLASS B SPLICESJ cn CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE ENGINEER. METAL CONNECTORS/PT WOOD: DEI RECOMMENDS THAT ALL METAL HARDWARE & FASTENERS IN CONTACT WITH o CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA. THE CONTRACTOR IS RESPONSIBLE PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT THE OWNER'S RISK & DISCRETION, HOT-DIPPED FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL � v SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF AND ITS USE IS cn cn w � COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THEWORK REQUIRED IN THE z COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE > CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. CORNERS BARS: PROVIDE MATCHING-SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD. Lj � Of WITH THE APPROPRIATE SPLICE LENGTH, UNO. U DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND REINFORCED MASONRY z w SPECIFICATIONS, AND/OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. Q / STRUCTURAL STEEL E3 Of w DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. REFERENCE STANDARDS: CONFORM TO: 0- J DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AISC STEEL (1) IBC CHAPTER 21 "MASONRY." SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION MANUAL, THIRTEENTH EDITION. (2) ACI 530/ASCE 5/TMS 402 "SPECIFICATION FOR MASONRY STRUCTURES." ilo FABRICATION AND/OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL o BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND REFERENCE STANDARDS: CONFORM T0: AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." SUBMITTALS: CONFORM TO ACI 530 SEC 1.5. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING: N � Ld UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. (1) MASONRY REINFORCEMENT, SIZE, LAYOUT, AND GRADE IN ACCORDANCE WITH ACI 530 SEC 1.5.13.6 AND00 D o SUBMITTALS: CERTIFICATES OF COMPLIANCE IN ACCORDANCE WITH ACI 530 SEC 1.5.13.7. CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN (1) SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH AISC SPECIFICATION SEC M1 "SHOP DRAWINGS." (2) TEST REPORTS FOR MASONRY PRISMS, BLOCK, MORTAR AND GROUT. LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. (2) SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. i > MATERIALS: STRENGTH: THE ASSUMED STRENGTH OF THE MASONRY ASSEMBLAGE, F M, IS 1,500 PSI BASED ON IBC SEC w WIND DESIGN: BASIC WIND SPEED (3-SECOND GUST), V = 95 MPH; WIND IMPORTANCE FACTOR, IW = 1.0; STRUCTURAL WF SHAPES ASTM A992, FY = 50 KSI 2105.2.2.1 "UNIT STRENGTH METHOD". ry OCCUPANCY CATEGORY = 11; EXPOSURE CATEGORY = B BARS & PLATES ASTM A36 FY - 36 KSIP ��sD PROP,,,, 0.952; S1 = 0.419; HSS STRUCTURAL TUBING ASTM A500 GRADE B FY = 46 KSI QUALITY ASSURANCE: CONFORM TO IBC SEC 2105 "QUALITY ASSURANCE" AND CHAPTER 35 "REFERENCE s SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1.0; OCCUPANCY CATEGORY = II; SS = �NG'�NFF,9 X09 SITE CLASS = D; SDS = 0.711; SD1 = 0.441; SEISMIC DESIGN CATEGORY = D BOLTS ASTM A325 STANDARDS. NUTS ASTM A563 OR ASTM Al 94, GRADE 2H (1) MASONRY UNITS: TEST UNITS FOR COMPRESSIVE STRENGTH PRIOR TO CONSTRUCTION AND FOR EVERY 5000 Q 77398E SNOW LOAD: GROUND SNOW LOAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF SNOW EXPOSURE THREADED RODS ASTM A36, FY = 36 KSI SF OF WALL AREA DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C140. XX FACTOR, CE = 1.0; SNOW IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0. EXPANSION ANCHORS WELDING ELECTRODES E70E70HILTOR SIMPSON (2) MORTAR: MORTAR SHALL COMPLY WITH THE MORTAR TYPE SPECIFIED IN IBC TABLE 2105.2.2.1.2. k ADHESIVE ANCHORS HILTI HY-150 MAX OR SIMPSON SET (3) GROUT: NO TESTING IS REQUIRED. OREGON LIVE LOADS: ROOF (LIVE) 40 PSF ROOF (SNOW) 25 PSF CONCRETE SCREWS SIMPSON TITEN HD MATERIALS: �Q S�r.,s,2� �e Qj FLOOR 100 PSF WELDING: CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH REQUIREMENTS. USE E70 (1) CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N-1, MEDIUM WEIGHT (APPROX. 115 PCF). A. D\� ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. PROVIDE 1900 PSI UNIT COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED [EXPIRES:DECEMBER 31,2015 INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH ABOVE UNDER STRENGTH. OSSC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. ANCHORS: EXPANSION & ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR SER APPROVED EQUAL WITH CURRENT (2) SPLIT-FACE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N-1, MEDIUM WEIGHT (APPROX 115 PCF). 1/8/14 SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW. ICC REPORT. INSTALL ANCHORS IN STRICT ACCORDANCE TO ICC REPORT AND MANUFACTURERS INSTRUCTIONS. PROVIDE [1900] PSI NET AREA COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH 0 +r w INDICATED ABOVE UNDER STRENGTH. UNITS SHALL CONTAIN RECOMMENDED AMOUNT OF ADDITIVE Z N Q O r co w STATEMENT OF SPECIAL INSPECTIONS: REFERENCE PLANS FOR THE STATEMENT OF SPECIAL INSPECTIONS FOR FABRICATION/ERECTION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION", AISC CODE SEC 6 "DRY-BLOCK" OR EQUIVALENT. 00 O 0 a U) THIS PROJECT CONTAINING ALL INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION REQUIREMENTS "FABRICATION AND DELIVERY" AND AISC CODE SEC 8 "QUALITY CONTROL." (3) MORTAR: CONFORM TO ASTM C270, AND ARTICLES 2.1 AND 2.6 A OF TMS602/ACE530.1/ASCE6. () U) O N r c: a w co PER OSSC CHAPTER 17. O W N N (4) GROUT: SHALL COMPLY WITH ARTICLE 2.2 OF TMS 602/ AC1530.1/ ASCE6. USE FINE GROUT. W Q I a o CO o SHOP PAINTING: CONFORM TO AISC SPECIFICATION SEC M3 AND AISC CODE SEC 6.5. DO NOT PAINT STEEL TO (5) REINFORCING BARS: CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS UNLESS NOTED. LAP BARS 48 00 Q w a 6 PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO OSSC SEC 1703.7. BE EMBEDDED IN CONCRETE, FIREPROOFED OR CONCEALED BY THE INTERIOR BUILDING FINISH. DO NOT PAINT DIAMETERS AT SPLICES MINIMUM OR AS NOTED ON PLANS. PLACE IN ACCORDANCE WITH ARTICLE 3.4 OF 00 W 00 0 w _j 0 w SURFACES TO BE FIELD WELDED. ALL OTHER INTERIOR STEEL SHALL BE PAINTED WITH ONE COAT OF GREY SHOP z O m 0 0 0 �- TMS 602/ ACI 530.1/ASCE 6. '� D SOILS AND FOUNDATIONS PRIMER. FIELD TOUCH-UP PAINTING SHALL BE WITH PRIMER FOR EXPOSED INTERIOR SURFACES. (7) JOINT REINFORCEMENT: CONFORM TO ASTM A951 AND ARTICLE 3.4 OF TMS 602/ ACI 530.1/ASCE 6. c In o uUi 0 REFERENCE STANDARDS: CONFORM TO OSSC CHAPTER 18 "SOILS AND FOUNDATIONS." W O � d' m 5 CO w CC °C ERECTION: CONFORM TO AISC SPECIFICATION SEC M4 ERECTION AND AISC CODE SEC 7 ERECTION. STEEL ANCHOR TIES: CONSULT ARCHITECTURAL DRAWINGS FOR MASONRY ANCHOR TIES NOT INCLUDED ON THE N L �., �,, > w o. WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC CODE SEC 7.11. STRUCTURAL DRAWINGS. m W O 0 � w w DESIGN SOIL VALUES: o J r Y a- LL o w ALLOWABLE BEARING PRESSURE (ASSUMED) 1500 PSF (ASSUMED) BRACING: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING BY AISC SPECIFICATION SEC M4.2 "BRACING" CONSTRUCTION: MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC SEC 2104 "CONSTRUCTION" AND Q COCO AND AISC CODE SEC 7.9 "TEMPORARY SUPPORT OF STRUCTURAL STEEL FRAMES." ACI 530.1 PART 3 "EXECUTION." W - SLABS-ON-GRADE & FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS-ON-GRADE SHALL BE FOUNDED ON WOOD FRAMING BLOCK PATTERN: USE RUNNING BOND. APPROPRIATE SUB-GRADE PREPARATION AS NOTED IN THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER 0 v f � FOOTINGS SHALL BEAR NOT LESS THAN 2'-0" BELOW FINISH GRADE OR BY THE GEOTECHNICAL ENGINEER AND ° E' `0 THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR. REFERENCE STANDARDS: CONFORM TO: SPECIAL INSPECTION: SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SEC 1704.5. THE SPECIAL L..' :-a o N (1) OSSC CHAPTER 23 "WOOD", INSPECTION PROGRAM SHALL COMPLY WITH IBC TABLE 1704.5.1. �¢ o v o 2 o'a FOUNDATION STEM WALLS: UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MAXIMUM UNBALANCED SOIL CONDITION (2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 0 ° 2 > " MASONRY REINFORCING STEEL. REINFORCING SHALL CONFORM TO TMS 602 ARTICLE 2.4A. DEFORMED BARS SHALL BE ° ° �' ° � L a) FOR ALL FOUNDATION STEM WALLS DIFFERENCE IN ELEVATION BETWEEN INTERIOR & EXTERIOR SOIL GRADES SHALL BE (3) ANSI/TPI 1 NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION , -° a � °- � o ( ) (4) APA REPORT T98-22 - "NAIL PENETRATION AND FRAMING SPECIFIC GRAVITY FACTORS FOR SHEAR WALLS GRADE 60 UNLESS OTHERWISE NOTED, & SHALL BE SECURELY PLACED IN ACCORDANCE WITH TMS 602 ARTICLE 3.4. 0 J � ° �-101 � � �o 2'-6". MAINTAIN A MINIMUM 8 SEPARATION BETWEEN FINISH GRADE & UNTREATED WOOD FRAMING. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: o c -0. 0 N' o AND DIAPHRAGMS"' HORIZONTAL BARS " _ o BACKFILLING: BACKFILL BEHIND FOUNDATION WALLS SHALL BE OF FREE-DRAINING MATERIAL PLACED IN MAXIMUM WALL THICKNESS VERTICAL BARS RUNNING BOND STACK BOND � ° �; L IDENTIFICATION: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE °'� v °�' LOOSE LIFTS OF 12". BACKFILL SHALL BE COMPACTED USING HAND-OPERATED EQUIPMENT ONLY. THE CONTRACTOR 8" #5@16"OC (2)#4@32"OC N/A o a> 0 E'---C c o SHALL REFRAIN FROM OPERATING HEAVY EQUIPMENT BEHIND RETAINING & FOUNDATION WALLS WITHIN A DISTANCE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. o 0,� o o I,a EQUAL TO OR GREATER THAN THE HEIGHT OF THE WALL, UNLESS OTHERWISE APPROVED BY THE ENGINEER. BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL BE PROVIDED AT 32"OC AND AT ALL FLOOR AND ROOF N ° ° ° U MATERIALS: O LINES AND AT THE TOP OF THE WALL. PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BARS OVER ALL ° v U o `o ° c o 4 COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER FOOTINGS SHALL BE PLACED ON - SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ° U o ' ACCEPTABLE AT INTERIOR WALLS ONLY. OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE A BAR OR BARS �' �'1 0�- N ° COMPACTED MATERIAL AND SHALL BE WELL-GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A ® 0 o °'�, E- ° #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95% MEMBER USE SIZE SPECIES GRADE VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS AND INTERSECTIONS. ■a ° U v 0 o STUDS & POSTS 2x, 4x HEM-FIR NO. 2 DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING ° ° "� MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. JOISTS 2x6 - 2x12 HEM-FIR NO. 2 STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. REINFORCING STEEL SHALL BE AS o J o CAST-IN-PLACE CONCRETE BEAMS 48 _ 4x12 HEM-FIR N0. 2 SPECIFIED UNDER "MASONRY REINFORCING STEEL." PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL a Q o L BEAMS 6x8 6x12 HEM-FIR NO. 1 REINFORCING AT WALL INTERSECTIONS. ALL BARS SHALL BE LAPPED A MINIMUM 48 DIAMETERS OR 1'-6" MINIMUM "_ :D ° o 2 ° POSTS & TIMBERS 6x, 8x DOUG-FIR NO. 1 UNLESS NOTED ON THE PLANS. Q (1) � � REFERENCE STANDARDS: CONFORM TO: ° o ° 0 (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY". - GLUED LAMINATED TIMBER: CONFORM TO AI TC 117 STANDARD SPECIFICATIONS FOR STRUCTURAL 13c&2 2 OSSC CHAPTER 19. GLUE-LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI/AITC A190.1 GROUTED CELLS: FILL ALL CELLS WITH GROUT AT MAXIMUM 5'-0" LIFTS, UNLESS NOTED OTHERWISE. o o a o 0 ( ) "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' 2 c 0 � o (o-U°° FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15, "STANDARD RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. �A� - SHEAR WALL SCHEDULE 0 3 o L ° .3 o a„ MEMBER USE SIZES SPECIES STRESS CLASS USES Y V O�D FRAMED SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES. 0 ® a � a, 41 BEAMS ALL DF/DF 24F-1.8E SIMPLE SPANS FOR HEM-FIR STUD FRAMING w c! W.- ago - WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL a °' ° `� U a�j o� L+, N L U „ CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 CONCRETE QUALITY, MIXING, AND PLACING." VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1-11 SIDING, AND BOTTOM PLATE & EDGE MEMBER SILL PLATE REQUIREMENTS � Q'�° ° COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS-1 AND PS-2 SW SHEATHING NAIL SIZE & RIM JOIST OR BLOCKING REQUIREMENTS [3,7,13,14] SHEAR LOAD a_ MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, SW SPACING @ ATTACHMENT TO CAPACITY (PLF) AGGREGATES, MIXING WATER AND ADMIXTURES. OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). APA-RATED FRAMING MEMBER ANCHOR BOLT TO SILL F'L AT w TYPE PANEL EDGES TOP PLATE BELOW MINIMUM APA RATING [1,2,12] SHEAR NAILING TO (SEISMIC/WIND) ►- [4,5,61 [8,s] AT ABUTTING PANEL CONCRETE FOUNDATION FOUNDATION r Qo m o LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE WOOD FRAMING BELOW m o V) EDGES [10] [11,14] o o � o SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SEC 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN z _j w N w v V) N ROOF 23/32 48/24 C-D 1 � p- D cn - THE TABLE BELOW. 1 ¢ � WALLS 15/32 32/16 C-D 1 SW-6 15 32" CD-EXT 0.131 x 2 /2 CLIP @ 22"OC 0.148"0 x 3�/ " @ COC 2x 5 "-' z v TABLE OF MIX DESIGN REQUIREMENTS / 4 /g @ 48 OC P.T. 2x 260 / 360 o Q -> a ,,� MEMBER STRENGTH TEST AGE MAXIMUM MAXIMUM AIR - NAILS AND STAPLES: CONFORM TO OSSC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, @ 6 OC o 0 NAIL PER OSSC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES " 5 "� @ 32"OC P.T. 2x TYPE/LOCATION (PSI) (DAYS) AGGREGATE W�C RATIO CONTENT SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: 0.131"0 x 21/2" /g FOUNDATIONS - 3000 28 1' 0.52 - SW-4 15/32CD-EXT CLIP @ 14"OC 0.148"0 x 3�/4" @ 4"OC 3x or FLAT 2x 400 / 560 N SIZE LENGTH DIAMETER @ 4"OC WALLS EXTENDING ABOVE GRADE 5/g"0 @ 48"OC P.T. 3x EXTERIOR SLABS-ON-GRADE 3000 28 1" 0.48 5% 8d 2-1/2 0.131 INTERIOR SLABS-ON-GRADE 3000 28 1" 0.48 _ 10d 3 0.148 0 12d (16d SINKER) 3-1/4" 0.148" NOTES: 10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS o ` MIX DESIGN NOTES: 16d 3-1/2 0.162 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY 3x3 x0.229 (MIN). THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16 xl-3/4 a - LAG BOLTS/BOLTS: . CONFORM TO ASTM A307 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL PROVIDED A STANDARD CUT WASHERIS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE r (1) MATERIALS. RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS.W C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS - WOOD HOLDOWN SYSTEMS: HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON ANCHOR TIE-DOWN CO., BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. WASHER TO EXTEND TO WITHIN 1/2, OF THE EDGE OF THE SILL PLATE ON THE SIDES) WITH H- w >' INC. ADDITIONAL FRAMING MEMBERS SHALL BE PROVIDED PER THE SYSTEM REQUIREMENTS. ACCEPTABLE 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE W w (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON T EQUIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH SER APPROVAL. 4.5"x3"x0.229"(MIN) PLATE WASHERS. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. W CONFORM TO ACI 301 SEC 4.2.2.8.B. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS [5/8"&8" TITEN HD ANCHOR SCREWS MAY BE USE IN LIEU OF J-BOLTS AT EXISTING CONCRETE � CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. DESIGNATED ON PLANS. HOLDOWN REQUIREMENTS PER PLANS. 0 ry Q a NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH OSSC TABLE 2304.9.1 FASTENING WITH PLATE WASHER & SPACING REQUIREMENTS PER SCHEDULE.] 0 Q � (3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL 5. SHEAR WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING, _ » SCHEDULE EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL 11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE � cn Q REQUIRE ENTRAINED AIR. USE MODERATE EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE MODERATE ETC. ABOVE AND BELOW ALL OPENINGS z n- a EXPOSURE". TOLERANCE IS +/- 1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. 6. SHEATHING EDGE NAILING IS REQUIRED )AT ALL HOEDOWN POSTS. EDGE NAILING MAY ALSO BE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING (4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER Q z o STANDARD LIGHT-FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. > F a (5) NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE �> HOLDOWN SCHEDULE & DETAILS. CD () Q w w �- OSSC SEC 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION AND OSSC SEC 2304 GENERAL CONSTRUCTION 7 INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING 12. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD z v, a x o 0 SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50F AT THE CONTRACTOR'S OPTION. REQUIREMENTS. 1 „ FOR ALTERNATE NAILING REQUIREMENTS. -i w o N WITH 0.131 0 x 21/2" NAILS AT 12 OC WHERE STUDS ARE SPACED AT 16 OC AND 0.131"0 x 2 / 0 W Q � Q HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5. (1} WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16"OC & ALL 2 13. AT ADJOINING PANEL EDGES, (2} 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE -i � � o z w o NAILS AT COC WHERE STUDS ARE SPACED AT 24 OC. cr o N EXTERIOR WALLS SHALL BE 2X6 @ 16 OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS & EACH SIDE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER 0 F- EO OF ALL OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF 8. BASED ON 0.131"0 x 1 l/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. M Z i CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2.5, 5.1.2.3A, 5.2.2.1, AND 5.3.2.6. CONSTRUCTION JOINTSm Z < - o SHALL BE LOCATED & DETAILED AS ON THE CONSTRUCTION DRAWINGS. USE OF AN ACCEPTABLE ADHESIVE, SURFACE (1)TRIM & (1)KING STUD & ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM & (2)KING STUDS. 0.131 0 x 21/2" NAILS WHERE INSTALLED OVER SHEATHING. 14. WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL 0 o w o w o " „ n n „ » » » O 0 m J � 0) RETARDER, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) 9. FRAMING CLIPS: SIMPSON A35 OR LTP5 OR APPROVED EQUIVALENT. PLATES WITH EITHER (2) 0.148 0x4 END NAILS OR (4) 0.131 0x2 /2 TOENAILS. Of w r o 0 c ON THE DRAWINGS. WHERE SHEAR BOND IS REQUIRED, ROUGHEN SURFACES TO 1/4" AMPLITUDE. BUNDLED 2X STUDS & ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X 15. CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES _j 0 Q w W D o Y STUDS. STITCH-NAIL BUNDLED STUDS WITH (2)10D @ 12"OC. UNO, ALL INTERIOR & EXTERIOR HEADERS TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS & WOOD-FRAMED SHEAR WALL SCHEDULEAl2-402 n - #10928 U, _ STRUCTURAL & NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D @ 12"OC OR o508 12 0 MECHANICAL, ELECTRICAL, PLUMBING & ARCHITECTURAL DRAWINGS & COORDINATE ALL OTHER EMBEDDED ITEMS. TO CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48"OC. REFER TO SHEAR WALL SCALE:NONE z g SCHEDULE FOR SPECIFIC SHEATHING, STUD, & NAILING REQUIREMENTS AT SHEAR WALLS. UNO, Lu w GROUT: USE 3000 PSI NON-SHRINK GROUT FOR COLUMN BASE PLATES. PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR SURFACES. V) s noA a M 0 N E O STATEMENT OF SPECIAL INSPECTIONS L` 00 THE FOLLOWING COMPRISES THE SPECIAL INSPECTION PARAMETERS REQUIRED FOR THIS PROJECT, AS SET FORTH IN SECTION 1705 OF THE 2010 OSSC. THE SEISMIC FORCE-RESISTING SYSTEM AND DESIGNATED SEISMIC SYSTEMS LISTED BELOW ARE SUBJECT TO SPECIAL INSPECTIONS TO VERIFY INSTALLATION IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. SEISMIC FORCE-RESISTING SYSTEM(S): REINFORCED MASONRY SHEAR WALLS. THE SPECIAL INSPECTORS) SHALL DISTRIBUTE SPECIAL INSPECTION AND TESTING REPORTS TO THE OWNER OR OWNER'S REPRESENTATIVE, THE ENGINEER OF RECORD, AND THE BUILDING OFFICIAL AT THE TIME OF COMPLETION OF WORK FOR EACH SPECIAL INSPECTION ITEM INCLUDED ABOVE. NOTIFY THE ENGINEER OF RECORD FOR REVIEW z OF ANY DISCREPANCIES THAT CANNOT BE FIELD CORRECTED TO CONFORM TO THE CONSTRUCTION DRAWINGS o AND/OR REFERENCE STANDARDS WITHOUT MODIFICATION, DAMAGE TO, OR OTHERWISE ALTERING THE STRUCTURAL F- MEMBERS, MATERIALS, OR SYSTEMS. THE ENGINEER OF RECORD MAY PERFORM STRUCTURAL OBSERVATIONS OF ry THE GRAVITY AND LATERAL FRAMING SYSTEMS AT OUR DISCRETION. STRUCTURAL OBSERVATION REPORTS WILL BE U DISTRIBUTED SIMILARLY TO THE SPECIAL INSPECTION AND TESTING REPORTS IF PERFORMED. a o M w CO F_ W U w Q uj Of cr- U-) J z WOrl U O m 0- J O CD C-4 LijO \00 C,4 O \ ~ W ��ti0 P R OFFss SCHEDULE OF STRUCTURAL SCHEDULE OF STRUCTURAL ��,� �NGINFF9 .02 SPECIAL INSPECTION REQUIREMENTS SPECIAL INSPECTION REQUIREMENTS 77398E 9r FREQUENCY OF VERIFICATION AND INSPECTION FREQUENCY OF REFERENCE STANDARD* OSSC REFERENCE VERIFICATION AND INSPECTION INSPECTION REFERENCE STANDARD* OSSC REFERENCE INSPECTION OREGON 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETEO� sepf.13,2 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION (PARTIAL TABLE) B A. D� CONSTRUCTION � 1. MATERIAL VERIFICATION OF HIGH-STRENGTH 1. INSPECTION OF REINFORCING STEEL AND PERIODIC ACI 318: 3PLACEMENT. .5, 7.1-7.7 1913.4 EXPIRES:DECEMBER 31,2015 BOLTS, NUTS AND WASHERS: (y) 1/ /14 2. INSPECTION OF ANCHORS INSTALLED IN ACI 318: 3.8.6 8.1.3 (� w HARDENED CONCRETE. 21,2.8 A. INDENTIFICATION MARKINGS TO CONFORM APPLICABLE ASTM PERIODIC 1912.1 (� co Lu TO ASTM STANDARDS SPECIFIED IN THE PERIODIC MATERIAL SPECIFICATIONS; - Z 000 O (l) a `n APPROVED CONSTRUCTION DOCUMENTS. AISC 360, SECTION A3.3 3. INSPECT BOLTS TO BE INSTALLED IN +1 0 N r w CONCRETE PRIOR TO AND DURING PLACEMENT _ w o. w B. MANUFACTURERS CERTIFICATE OF PERIODIC - - OF CONCRETE WHERE ALLOWABLE LOADS HAVE CONTINUOUS 1911.5 ,a, Q o ui o COMPLIANCE REQUIRED. W nw. < w w `� BEEN INCREASED. W , N N ui Z w 2. INSPECTION OF HIGH-STRENGTH BOLTING: 4. VERIFYING USE OF REQUIRED DESIGN MIX 1904.2.2 1913.2, 00 00 JJU� J PERIODIC ACI 318: CH. 4, 5.2-5.4 '0 CO 0 0 0 A. BEARING-TYPE CONNECTIONS. PERIODIC AISC 360, SECTION M2.5 1704.3.3 1913.3 0 c Lo Lo Q � o 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO Z O (� N Q co Z 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL. FABRICATE SPECIMENS FOR STRENGTH TESTS, ASTM C 172 W N � m > W C a A. IDENTIFICATION MARKINGS TO CONFORM TO PERFORM SLUMP AND AIR CONTENT TESTS, CONTINUOUS ASTM C 31 1913.10 m W O <cc J °C ASTM A 6 or ASTM A AND DETERMINE THE TEMPERATURE OF THE ACI 318: 5.6, 5.8 0 J r Y (L LL o0[ 2) [L o ASTM STANDARDS SPECIFIED IN THE - 1708.4 APPROVED CONSTRUCTION DOCUMENTS. 568 CONCRETE. < m D. MANUFACTURERS' CERTIFIED MILL TEST _ ASTM A 6 or ASTM A INSPECTION OF CONCRETE PLACEMENT FOR 1913.6 1913.7, 0- 6. m REPORTS. 568 1708.4 PROPER APPLICATION TECHNIQUES. CONTINUOUS ACI 318: 5.9, 5.10 1913.8 4. MATERIAL VERIFICATION OF WELD FILLER 7. INSPECTION FOR MAINTENANCE OF SPECIFIED MATERIALS: CURING TEMPERATURE AND TECHNIQUES. PERIODIC ACI 318: 5.11-5.13 1913.9 J ° ° o� A. IDENTIFICATION MARKINGS TO CONFORM TO 1704.5.1 LEVEL 1 SPECIAL INSPECTION OF MASONRY CONSTRUCTION Q o° 04- o AWS SPECIFICATION IN THE APPROVED - AISC 360, SECTION A3.5 - 'c' a_ C ° CONSTRUCTION DOCUMENTS. 1. AS MASONRY CONSTRUCTION BEGINS, THE J o °L' a 0 E o 0 FOLLOWING SHALL BE VERIFIED TO ENSURE -0 a. ° - Mj O U d O B. MANUFACTURERS' CERTIFICATE OF _ _ _ COMPLIANCE: c -0 � ° �, °' � COMPLIANCE REQUIRED. ° o •°' 3 � E ° A. PROPORTIONS OF SITE-PREPARED MORTAR. PERIODIC - - ART. 2.6A " CO ul 5. INSPECTION OF WELDING: - ° o a B. CONSTRUCTION OF MORTAR JOINTS. PERIODIC - - ART. 3.313 ° -� A. STRUCTURAL STEEL: - o �°- v° o,a C. LOCATION OF REINFORCEMENT, � o o - v L 1) COMPLETE AND PARTIAL PENETRATION CONNECTORS, PRESTRESSING TENDONS PERIODIC - - ART. 3.4, 3.6A � ° CONTINUOUS .AND ANCHORAGES GROOVE WELDS N Lcn ° v o 0 2) MULTIPASS FILLET WELDS CONTINUOUS 2. THE INSPECTION PROGRAM SHALL VERIFY: aEn AWS D1.1 1704.3.1 v 0 ° ° U c v o c v o 3) SINGLE-PASS FILLET WELDS > 41 %6" CONTINUOUS A. SIZE AND LOCATION OF STRUCTURAL PERIODIC - - ART. 3.3G a �' ca ELEMENTS. o �- c ai o 4) SINGLE-PASS FILLET WELDS < %6" PERIODIC +' o j3 ID L B. TYPE, SIZE AND LOCATION OF ANCHORS, _ a C: ° o 5) FLOOR AND ROOF DECK WELDS PERIODIC AWS D1.3 - INCLUDING OTHER DETAILS OF ANCHORAGE PERIODIC _ SEC. 1.2.2(E), _ v �o ° c° B. REINFORCING STEEL: _ OF MASONRY TO STRUCTURAL MEMBERS, 2.1.4, 3.1.6 0 o W co o FRAMES OR OTHER CONSTRUCTION. � a� a� �T E 3) SHEAR REINFORCEMENT. AWS D1.4 _ _ o o o CONTINUOUS C. SPECIFIED SIZE, GRADE AND TYPE OF PERIODIC SEC. 1.13 ART. 2.4 3.4 0 ACI 318: 3.5.2 � ° O REINFORCEMENT. o � ° °-v 4) OTHER REINFORCING STEEL. PERIODIC o 3 W.5 0'a E. PROTECTION OF MASONRY DURING COLD SEC. 2104.3, _ ART. 1.8C, '� v ° � o o v ° WEATHER (TEMPERATURE BELOW 40°F) OR PERIODIC 2104.4 1.8D �w ® +' 0.t in o HOT WEATHER (TEMPERATURE ABOVE 90°F). a O v � � N.� < Q� 3. PRIOR TO GROUTING, THE FOLLOWING SHALL ww i- a 3 BE VERIFIED TO ENSURE COMPLIANCE: °- A. GROUT SPACE IS CLEAN. PERIODIC - - ART. 3.21 w r < O m bi r� B. PLACEMENT OF REINFORCEMENT AND C° o CONNECTORS AND PRESTRESSING TENDONS PERIODIC - SEC. 1.13 ART. 3.4 � � � N � o AND ANCHORAGES. "' z ~ L w Q C. PROPORTIONS OF SITE-PREPARED GROUT -' AND PRESTRESSING GROUT FOR BONDED PERIODIC - - ART. 2.613 TENDONS. N D. CONSTRUCTION OF MORTAR JOINTS. PERIODIC - - ART. 3.31 N 4. PREPARATION OF ANY REQUIRED GROUT o SPECIMENS, MORTAR SPECIMENS AND/OR CONTINUOUS SEC. 2105.2.2, _ ART. 1.4 0 .A PRISMS SHALL BE OBSERVED. 2105.3 < 5. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION _ _ w > a DOCUMENTS AND THE APPROVED SUBMITTALS PERIODIC ART. 1. � � Q SHALL BE VERIFIED. W Q < _ 1707.3 INSPECTION OF WOOD CONSTRUCTION (PARTIAL TABLE) o c r_l < O Q U 2• SHEAR WALL SCREW SIZE & SPACING (SCREWS < z d < 4"OC), ANCHOR BOLTS, WASHERS, PERIODIC STRUCTURAL DRAWINGS/MFR INSTRUCTIONS z HOLDOWNS z 0 o Ld 3• COLLECTOR INSTALLATION (DRAG STRUTS) PERIODIC STRUCTURAL DRAWINGS z (� a w w J U- X 0 U 0 (n 3 4• DIAPHRAGM CHORDS (TOP PLATE SPLICES) PERIODIC STRUCTURAL DRAWINGS Q LTJ Q � ``' < 5. WOOD MOISTURE CONTENT < 19% J > o o � FOR SI: 1 INCH = 25.4 MM - PERIODIC AF&PA/STRUCTURAL DRAWINGS � � Z � � * WHERE APPLICABLE, SEE ALSO OSSC 2010, SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. m - o < o Lu0 A REGISTERED/CERTIFIED AGENT IN ACCORDANCE WITH PROJECT JURISDICTION ro z 0- m w D o 0 c e Fes- O 4 W U cn U Y U W - 2 o SPECIAL INSPECTION TABLE Al2-402 - #10928 12 0 o SCALE:NONE z QN W fi N � w (7 O w :r >-- z L'- M ..I U Q (N) CANOPY PER ARCH 0 CV of Cb (n (E) MANSARD ROOF TRUSS OVERHANG TO BE REMOVED -(N) GLB 5'/8x18 - z 0 1 . Of U (E) CMU LINTEL (E) CMU LINTEL I Q o ,. TO REMAIN TO REMAIN 1 (E) BEAM TO REMAIN m rs , ... 3: w ....... ........ o g > z I wLj Q r y w ICD _J O C� :D CC W 4 m d J V C� h i S L O O O W N f>�'�`?' N 00 p Q ivy,:'�:`�• Y \ \ � � W ryLuO I � PRop o /0 77398E 4 77398E r ........................ ......... ... .... . ...... ..... OREGON { 5 E\J NON-STRUCTURAL WALL S�r.,s,2oo� TO BE REMOVED, TYP :::.. ::....... ......... ......... ......... . I e a o�� EXPIRES'DECEMBER5 .�� 'Et 31,20 .... .... ...... . 1/8/14 co co Z OO r w w N ,, pO (�} d g f S-3 O ui I TYP w a W co N k .................... +� Q I I Lu 0 m m o W N N o. z � W WEL co WJZ F 3 z L co 00 J J J : 1 - U ............ � � � � � mco oo U W 9 4 U 0 N.: �/� VJ Z :::.... M J N L m > W a mW0 OQJwW r [L I - - — �� o J � I- � o w m a Of (E) BEAM SPLICE w m I � o M. v... `.......... � ' I ? -:�,:..:. .......: :, ... .. .... ...�:.-..- ................................(..E.:..) BEAM TO REMAIN E BEAM TO REMAIN ... ...:... UE MANSARD ROOF TRUSS . : : � .. . � o. OVERHANG TO BE REMOVED N I Q 0 -0 N `}' � c•C +, O i O O U+, TD �J N J o °'- QaJ� �o I v P 41 _011 __j �F C�� o J o �v -� -o ,`p� zz o w v avi3NEo� v o Q U) a J I Lu U v o � - L cn � W C) 00O 2 f- O W N 0 0 0.- v 0 U v� v v v o O v v c U -....,...............-. _.... ........._ _ N fn U O Q D C C�-+ o avoC'cno� 0 ..................... o � x� v N N O J � OO `4__ v i v � ............. ® L U)- L•- O N O N U L N I v Q v O L O O v L. d U _ v v —0 &) rn ' O 3 � v�'-0-0 0"- o 0 41 W � U O Q co 0 FRICE El O U) N U U s o �o � � a) I- a3 c� to (E) EXTERIOR CMU WALL TO BE ` W REMOVED (E) STEM WALL & �`�`L� } Q 0 r rn FOOTING TO REMAIN '�`�� °0 o o n o S� Z __j :D � N Z W ~ u U (N) STONE FACADE :..:::::::............:..:.::..:::..:.:...::....:...:..:.:- = :..:...:.::......_........... ::.:.:..::...::.:.::::..::.:...:.._...... �1 0 - Q > PER ARCH w o � ( o0 8/S-4 iN I INFILL (E) OPENING co SHORE (E) ROOF STRUCTURE AS t. �- I .�� PER 7/S-3 REQ'D (AT TOP CHORD) I �^ I z � (N) 6x12 a w ¢ ch LiJ w L— � J �- Q = — — — — —� LL_I Q a PARTIAL FN DN 0 c ¢ m PLAN ® CASH BOOTH U Q = �- PER S-2.1 n z n s LL1 LL_ N (N) WOOD FRAMED STUD WALL W/ ul N N ZO Z o Ld 2x6 16 OC, SHEATHING & NAILING 1*1� u' v' C� (f� Q w w rz- PER SHEAR WALL TYPE SW-6 ATTACH Z Z u, � I- o mo a J BUILDING KEY -i ,� W Q U) N Q W G U / ry O � 04 O r r^ _ N Z ~ A m �- 0 Q 0 ouia H m � U U z � w � o 0 (PROJECT) Li J U FW- O Y w 0 cn 0 � NOTE: CONTRACTOR TO VERIFY ALL EXISTING WALL AND ROOF FRAMING PLAN ..._`•• "' Al -402 - Lo CONDITIONS PRIOR TO FABRICATION & <{` '<: #10928 s CONSTRUCTION. NOTIFY DEI OF ANY . 1 „ - o SCALE. f — 1 —0 DISCREPANCIES FOR FURTHER DIRECTION 4 N Z U _ �- d O a M " 0 w = }- Z Lj- m J (N) 10"DP CONC FTG W/ (N) CONC STEM WALL W/ (N) STONE FACADE PER (2) #4 BOTT, ATTACH TO #4 @ 12 OC EW, EF, ATTACH Lo ARCH, TYP EACH SIDES (N) WOOD FRAMED STUD WALL W/ 2x8 @ 16"OC \ I (N) CANOPY PER ARCH (E) FTG PER 3/S-3 z Of TO (E) STEM WALL PER 3/S-3 r cn SHEATHING & NAILING PER SHEAR WALL TYPE SW-6, TYP a w 0j (V \ of � W `b cn INFILL (E) OPENING `V J � � ::2n m a z - W/ 2x6 STUDS @ :..............:........ �'' Q O :.................. 16 OC, SHEATHING & w YF NAILING PER SHEAR (N) STONE FACADEcn o WALL TYP SW-6 PER ARCH ` „~ w ' (E) EXTERIOR CMU WALL `� v —(N) GLB 51/8x18OF - TO BE REMOVED (E) STEM INFILL (E) .. ... ... WALL TO REMAIN F' €�• z - el OPENING PER ..,...-:..;...., sS......... -.{ RSHORE (E) ROOF STRUCTURE VEE',1,E3ULE AS REQ'D (AT TOP CHORD) w (PROJECT) f (E) BEAM TO REMAIN m v ,�� s::::: :: PARTIAL FOUNDATION PLAN AT VESTIBULE cn 3/S-5 � w J Li — 0 SCALE. /4 - 1 -0 ,i, Q k, E BEAM TO REMAINJ E� \N N o � � ( ) �� EMP w O 9i,L �0 Li CD cf) I (N) 10"DP CONC FTG W/ z � U J (3) #4 BOTT, ATTACH TO _j o 0 (N (E) FTG PER 3/S-3 ``' 6 (N) 1'-4"W CONC STEM WALL m °- -' ( v k6 k- (OR WIDTH AS REQ'D TO SUPPORT cc C � Q d- q T BU pp STONE VENEER & WALL) TYP VENEER LOCS EXISTING METAL ROOF r o I e°� W/ #4 @ 12"OC, EF, EW, PER 4/S-3 SIM cow, N DECKING TO REMAIN M ..` :::. o Q o , _ Y K M I N `' TYP I I ....--:�...---_-s-.....-.{....-f 4..� 11g`�:;NM%(31 I T p 8 S-3 v PRo R s E F N / , E TYP UNO s D ti � (E) STEM WALL ��'� ¢ 77398E m TO REMAIN TYP @ PERIMETER OREGON `J (E) FTG TO REMAIN �O �f'13,2d� TYP @ PERIMETER �. A. D� Of IRE :DECEMBER EXP S C BER 1 2 1 w 3 d5 o F :::::::::..... (� POST (PROJECT) 1/8/14 co Li RET° eE PARTIAL F NDATION PLAN AT DINING AREA `" a� N MOVE OU Z (D QOr- Ww - SCALE: �/ " = 1'-0" `' *' O N r °: w Lu M d' w (0 N N W > N N d z co Luz = (E) FTG TO REMAIN z Lu 00 co m _110 O J I N AWNING TYP @ PERIMETER '� •• m o °C w ( ) i L0 o { PER ARCH (E) EXTERIOR CMU WALL z N N oc 0 TO BE REMOVED (E) STEM w N m > W Cc a .. WALL TO REMAIN Is I 6 m W 0 L " `� mQJ Ir T Y L. o°c LU o (N) NON-STRUCTURAL 6X6 I r- ' F TYP w m Nl P WALL PER ARCH, TYP (0 Q (E) BEAM SPLICE v:.< �� r�^ , W m �Q �` 8v 80 N CONC STEM WALL : � f ( ) ATTACH TO E _-. ._-...-... ------ - --- -- --- -------- ------ ..._.. E BEAM TO REMAIN :::. .� o r ................................................................ . STEM WALL PER 3/S 3 o a.. ................,.., ........ ......... ........ ......... 3/S-4 k ° L 3 v 4- C,N (N) STONE FACADE Q o 0 0 cn 0 L v C �F PER ARCH o N L-° v � L Q Q v � � U� D J ° L a41 o s. aa� � cno° � L 4'-0" �' cO� L � N WOOD FRAMED STUD a 0 °'.E'o ( ) (N) 10"DP CONC FTG W/ o° m ° .Q N QLn O I I WALL W/ 2x6 @ 16 OC & a .�.� 0 L L_0 (3) #4 BOTT, ATTACH TO o o 8'-0"MIN CONTINUOUS TOP F' E FTG PER 3 S-3 0 � � � --0. � ° I SHEATHING & NAILING PER ( } / o SHEAR WALL TYPE SW-6 4- v v o c ATTACH TO E CMU WALL 3 v o_c O (PROJECT) 2 0 0 0 ° o I _ _2a ovC J I PER 7/S 3 Q� Uzi PARTIAL FOUNDATION PLAN AT CUSTOMER SERVICE ::: Q(o �� zQ I v -Q (o � v v ESC LLJ SCALE: /4 = 1 -0 N ° " o ° ® C C cn - � 0 � � q� 4- s �V v U O I ,� Q N 42 4_j w (E) MANSARD ROOF TRUSS ¢ z � � ySS �� G 0 LJ ° o o IV- 0 LLJv � va° Qa� v �- m I OVERHANG TO BE REMOVED Q oLij ,�j �� GO ��' °' 2 0- 2+ h o ° 4- av KffCHEN LU F- �`L1 �' C_p 4- rn o } I O aU A p �4- ° v 0- cn U M _ - I w~ a w I 12/S-3 w o o'30-0o00 / ® v L 12S-4 _0 °'� ° � 0 I I A CA (E) EXTERIOR CMU WALL Q Q o ° ° _ . (N) CANOPY PER ARCH { . ,..., v TO BE REMOVED (E) STEM �- o o o 0 0 _ w CL ° C� v .......................................................................................................... .. ...i I 4. I- ._....... �� '� WALL TO REMAIN � .. . :...,_ ........_..�......._._ kk} - �u i `,k - I (E) CMU LINTEL I �� 4 4 y ------------- •------------ Q O > W n € TO REMAIN YI m o co . ... . ...... ....... O Z —1 LdU to I TI 1 `\ ~ uj � z > '- w o � � o0 I -....r 3/S-6 0- cn � m SENT0 CD .................................................................................................................................................................................................................................................................................................................. (N) 10"W CONC STEM WALL W/ o 1 #4 @ 12"OC EW, EF o z d 41/2" CONCRETE SLAB ON GRADE o N (E) CMU LINTEL ; J o WWF x6-W2.1 x2.1 MID-DEPTH _ W 6 E TO REMAIN _ _ U T SLAB EL MATCH EXISTING S (N) CANOPY PER ARCH .� U I--- W >' � � (PROJECT) W w � INFILL (E) OPENING PER 7/S-3 PARTIAL FOUNDATION PLAN AT CASHIER BOOTH w Q 0 a I D ry Q v O N STONE FACADE PER ARCH SCALE: /4 - 1 0 �, v Z d o W LL R C) r r z 0 W ch cn (E) MANSARD ROOF TRUSS ( ) v; "' `'' N TRELLIS PER ARCH U O Q V _ 9 Z OVERHANG TO BE REMOVED z � w BUILDING KEY o W Q o W Q o 0 o () _j > � p z W 0 0 �o N I I }- z � "' L L � I I a-- o Q o m — Lo w w m J u z c 4 (PROJECT) � Q w i y NOTE: CONTRACTOR TO VERIFY ALL EXISTING WALL AND ROOF FRAMING PLAN J Al2-402 - 10928 Lo CONDITIONS PRIOR TO FABRICATION 8c .... CONSTRUCTION. NOTIFY DEI OF ANY - ,- I> o cq DISCREPANCIES FOR FURTHER DIRECTION SCALE. /4 - 1 0 N `>> z N d 0 a` co 0 SS Q /g"0 x 24"LONG SMOOTH BAR @ 24"OC, m GREASE ONE SIDE IN DOWEL INSERT WWF REINFORCING PER PLAN PER PLAN MASONRY WAINSCOT PER ARCH 4" COMPACTED GRAVEL OR SUBGRADE _ i PREPARATION PER GEOTECH REPORT STEM WALL AND FACE OF EXISTING � WALL FRAMING PER PLAN, EXISTING SLAB/ NEW SLAB/ #4 x 241 DOWEL IN +'/ HOLE SHEAR WALL WHERE OCCURS 15MIL VAPOR BARRIER FOOTING PER PLAN CONCRETE WALL @ 24"OC HAMMER SET W FOUNDATION FOUNDATION / CONSTRUCTION JOINT COMPETENT NATIVE SOIL OR #4 x 241 DOWEL W/ 4" EMBED INTO (E) 41/2" EMBED, NO ADHESIVE j P.T. SILL It W/ ANCHOR BOLTS COMPACTED STRUCTURAL FILL OR FOUNDATION W/ HILTI HIT-RE 150 EPDXY @ 18"OC STEM WALL 6 EMBED TYP PER SCHEDULE OR NOTES p PER GEOTECH REPORT (E) SLAB ON GRADE TO MATCH REINFORCING IN NEW SLAB REINFORCING PER PLAN 2'-0" TYP WHERE OCCURS SLAB-ON-GRADE & REINFORCING wc� REINFORCING PER PLAN (E) STEM WALL & FOOTING PER PLAN EDGE NAILING � SAWCUT OR 11/ PREMOLDED JOINT T/SLAB MATCH w 211 =------------------------------- --------------------- -------- T/(E) WALL T/SLAB I WWF REINFORCING PER PLAN -_ DOWELS TO MATCH HORIZONTAL a % aX . X x a a a REINFORCING W/ 6" EMBED I. STEM WALL & z m w — �C — cn a a a. =j Aa °_ W/ HILTI HIT-RE 150 EPDXY :. REINF PER PLAN cn FINISH GRADE t t " ,1, a - a . ° _ if _ _ a a X - " ' PERP ., . . ., . _ _ _ . LAN • „ Or w T/FINISH GRADE U, lit4 a W D- w 4 _ SUBGRADE PER 1/S 3 _ LLJ III I I 4" COMPACTED GRAVEL OR SUBGRADE EMBED MATCH °" a s a a —� I I : • I I — oz c o L v z PREPARATION PER GEOTECH REPORT i , �T/FOOTING o T E FTG ° I a a' o .J o Q (E) STEM WALL & /( ) FOOTING z 15MIL VAPOR BARRIER :::::::::, fz \, I � °- � m °- J CONTROL JOINT I : o ` " COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL f .---- - I I a ° FILL OR a s e o z — o f a _:_._.__ I I O N W c� FOOTING & REINFORCING PER N PER GEOTECH REPORT ___ ___ cn z J c•, � � m ' i I I( �� _- = COMPETENT NATIVE SOIL OR `-' PLAN, CTRD ON STEM WALL Qo Q NOTES: _ — �- o U) \ _ o (— z w w COMPACTED STRUCTURAL FILL OR 1. FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION/SLAB PLAN :� PER GEOTECH REPORT 2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. w = �- PER PLAN 0- 0SAWCUT ALONG SHORT DIRECTION OF POUR FIRST o > Q w 3. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX A-'-------'-".------. ............................ `L TYPICAL FOUNDATION FOOTING �� PROFFS TYPICAL SLAB ON GRADE JOINT DETAILS NEW SLAB CONNECTION AT EXISTING SLAB/WALL NEW FOUNDATION CONNECTION TO EXISTING AND STEM WALL WITH SLAB ON GRADE �NG,^'EF9 sow oz Q� 9f 1000 „ Bois 2 •3 _ ioi� � •3 „ `�' 77398E SCALE:N.T.S. SCALE: 1 = 1 -0 SCALE. /4 - it—on SCALE. /4 = 1 -0 OREGON s � (E) ROOF DECK 15/32" APA-RATED PLYWOOD SHEATHING W/ tet-13' �- ------------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------' ,1 ,3. EXTERIOR FINISHES PER ARCH �e A. 0��4j� 8d @ 6 EDGES & 8d @ 12 OC FIELD . a ' i ---- -- - -- - - - - -- S ..... I �S.:4 �1 �:� I 15 APA-RATED PLYWOOD 3................................................: . �......---------------...... :---- ---------- -----:t--------------------- --------------=t----------------------------..--------: PROVIDE FURRING AS r<� . . � / EXPIRES.DECEMBER 31 2015 •; \,, 32 SHEATHING W/ 8d @ 6 OC PANEL NECESSARY TO ALIGN `,;. .�u.;,. 1/8/14 WITH CMU ABOVE EDGES & 8d @ 12 OC FIELD, TYP `f f :� w E OWS T I (E) ROOF DECK `=;� U CO \� ,,,' \••:: / `+ + PROVIDE (2) LAYERS OF ' (N) 2x4 STUD WALL @ 16 OC Z N O 00 r ui N 2x6 CONTINUOUS W h\y' \ -- E OWSJ TO REMAIN BLDG PAPER BETWEEN f, (2) 1/4"Ox6" SDS ( ) '+ � � � � BOTTOM / 16d @ 6"0 . w y N r f; ` SCR ( ) CMU & STUDSuE; . •.. t::::::::: :::::::::::::::::::::::. - -------------- �\ SCREWS INTO (E) END :-. \ o =` 'y= EDGE NAILING OF BLOCKING TYP N 2x6 BLKG @ 24"OC + I� a N � W � � Z W @ EA END OF WALL (E) CMU WALL (E) CMU WALL TO REMAIIN :" 1 » 1, Lij W w ?.. ...;K. HILTI Jf; .....-..-_................"'."-'"'.-.:" .', ;. (N) P T 4x8 LEDGE W/ / Z � O J � KWIK BOLT 3 @ 24"OC W/ 0 •. (E) SLAB ON GRADE MIN 31/ EMBED INTO (E) CMU Z N N 0 j,131(E) CEILING CC O — N Z Q A B/(E) CEILING :..................:::., ::::::::::::::# f r W i V V Co w n (N) "DTC" CLIP EA BLOCKING ABV 1 » 3, : v:- (E) SIDEWALK TO REMAIN, m W O •- 0 cr w w 'NQ \< /2 0 HILTI KWIK BOLT- 3 ::>,= 0 W o c� W/ MIN 21/4" EMBED INTO T/(E) SLAB (E) GRADE @SIM o J (N) 2 x TOP R -........ ..•.•.,-.._•........ .......................... 1, __. t� _... �.�. ._..:.........: Q m (2) "DTC" CLIPS @ EA TRUSS; 2x TOP ATTACH TO TRUSS BOTTOM ° (E) CMU @ 16 OC, TYP a_ m N NON STRUCTURAL WALL PER PLAN _ LLJ 2x6 _. ..... , : .. , ,. ? .: sr,� elf C) CHORD W/ #10 TEK SCREWS { ) (N) NON—STRUCTURAL WALL PER PLAN ` li I » [tlFr� }g 7iz 7 ry{ ;. �{tw: 3r J:y 33 16 OC r - •, i f u- , 9 --------------------•-------------- \�,J;a ,. n \\1`�'J. �y t-.ry�'�. v '. x"13 - --� f--------- OR PAF ATTACH SLOTTED SHEATHING PER ARCH �" '•••'•• END - �. �'r'-: r� �h°� �`�� ., � �,a<Y;.,.. �......... -� /2 0 EXPANSION BOLT TO (E) SLAB 0 EXPANSION BOLT TO E SLAB € Y t L TOP R /2 U U TOWOODT O I . 1 •v @ 32 OC, MIN (2) A.B. PER WALL » I .!I ,kti `.:. ------ Q o41 @ 32 OC, MIN 2 A.B. PER WALL _ I I { ) E --� � o v 1 ,1 EMBED ::r;s;- ,� 0 0 € --..... :: t:. SEGMENT (ALT. /2 0 SIMPSON TITEN SEGMENT ALT: 1/ 0 SIMPSON TITEN ------------------------------------ _--::::::::::::::: �4 I '......k '\ 0-_--..... 0 0 SHEATHING PER ARCH ° HD ANCHOR BOLTS EI .. ....... L Q° cr HD ANCHOR BOLTS ) I - . Afi.:= . :» a j __ L II j 00 o PT. 2x BOTT o P.T. 2x BOTT R �...... `>$ - CLo Ev ___._ N LLJ :� ._` � U O m W ? €� ...... C — ! — � � N P T 2x6 � . � .... ---- Q •- ,�, (E) SLAB-ON-GRADE I N `T c v (E) SLAB-ON-GRADE AROUND OPENING - I`. - _ w ( ) FOUNDATION �v f, - L T/(E) SLAB - 0 W T E SLAB - .....= o /{ ) w _ v 4'.. — �p N +� U L ,•z 3 : o c v v A. � a� "`. O U M .% :% .. — L • .. 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LL SCALE:3/ ° = 1'-0" 1 2 of m 4 SCALE:N.T.S. Q m w Q 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6"OC, TYP 2x6 RAFTERS @ 16"OC � �' o r ' 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6"OC Q -0 -0 °o a o'" 2x6 RAFTERS @ 16 OC 2x BLOCKING W 16d @ 6"OC TYP U0 o ° � +, o / SIGN ATTACHMENT BY OTHERS 16d @ COC, TYP 2x BLOCKING W/ 16d @ 6"OC, TYP 'Q C ° N 6 ...................................................... 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DBL 2x6 TOP �L' `"`;, `� 8d @ 6"OC PANEL EDGES & 8d @ 12"OC -° 6� n ai L�` [BRACE-TO-(E) TRUSS] , (4) 16d NAILS ;� SIMPSON (� p ° N 7 p o j '`, 2x4 STUDS LUS HANGER FIELD, TYP @ ROOFS & SIDES ° ° 4-- [BRACE—TO—(E) - BRACE-TO-(E) STUD], TYP I 0- o O ` SIMPSON "LUS" HANGER f - '4:.. @ 16"OC I � ° ° �' ° (E) TRUSS TO REMAIN ` `;:�, I I I (4) 16d FACE NAILS, TYP ,� ;tip 2x8 LEDGER W/ °_3 o 3 2x BLOCKING I (E) TRUSS TO REMAIN �;, (2) /4x3/2 I 0w ® D ° o ' SDS SCREWS @ 16 OC I ° a� ° � � �, UU 2x4 BRACE @ 24"OC `'`, ';; 2x6 BRACE `'R � � r Q a° N 3x4 CONTINOUS W/ , ;4 (AT EACH STUD) w a o o ti ` \",--2x4 STUDS ' (1) 1/4"Ox41/2" SDS SCREW ' 2x6 @ 16"OC ~ 3`� �' `� 3x4 CONTINOUS W/ '` �,4•, @ 16"OC I @ 24"OC [INTO EACH (E) TRUSS] '` ':* :, r (1) 1/4"Ox41/2r' SDS SCREW @ I tia I w y'~ , z` y I FULL-HT 2x4 STUDS @ 16"OC ' `'ti:ti I m o o m 24 OC (INTO EACH TRUSS) -, �',. A34 CLIP A34 CLIP r 6x6 BLOCKING @ HIGH CONNECTION W/ J w o o cn o N ti,^ „� 3,r D � cn - - '------------- SDS E NLLJ - `�;:,:., I A34 CLIP & (3) 1/4 x � � � N 3 L , ,^ .. ,. - - �I SCREWS @ EACH END Lli 2x8 BLOCKING BETWEEN TRUSSES, ATTACH TO .`::`.--.-..-. 1 .............I-..1.:`:..,..... ', + 0 0 0 STUDS W 2 16d ATTACH TO TRUSS W __-___ T____._�;___ ______ -__ - I ,Y I �' / O / r;l,l _ __ _.__...__ =: \\ 2x BLOCKING W/ 16d @ 6"OC (BLOCKING-TO-BLOCKING) W/ EDGE NAILING N .....j....... A34 CLIP & O 16d END NAILS (ALTERNATE) !t �f --".-_- -•-_....._-.._ F,`mac ? - 6x�BLOCKING @LOW CONNECTION 0 N �• iii '',.�* ,, `�', I rr :ti. , • 2x4 BLOCKING W 16d @ COC & EDGE NAILING ` I 4 �/�" x3" SDS END SCREWS @EACH END (E) OWSJ JOIST ,. �=.. / 'i ti lI. ;, ``', ,. I ( ) 4 o E - (E) GIRDER TRUSS '} TO REMAIN �� [r' rfr r Q TO REMAIN `,, ! fr f; a : •� �^`,.. it •�. rr .,. \ _ r �4� ``�` I PART OF TRUSS TO BE REMOVED ' 'r ---------------------L�---- t rpt .. - T 1Lij G a I E .- w I �._._"_".. - - - - - I -------- - -.-. ..._..- --- - TR � o = f - � -- +- TRELLIS & C €I -- -_ ___..-_..-_------ F: ..-_____ BY OTHERS = rr `• LL] Q 0 ry r Li Q U _ EDGE NAILING, TYP (E) OWSJ TO REMAIN (E) BEAM TO REMAIN I O Q �, I PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) �- z �. W � 2x10 BLOCKING, ATTACH TO (E) A34 CLIP @ EACH STUD Z o v, Ld TOP R W/ 16d @ 6"OC I (N) 2x12 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS W/ y O U 3 I 15/32" APA-RATED PLYWOOD SHEATHING W/ (3) 1/4" x31/2" SDS SCREWS @ 16"OC (EACH STUD) & ATTACH _j Z cn x o 0 H E BEAM & FRAMING TO BE REMOVED SHADED t 8d @ 6"OC PANEL EDGES & 8d @ 12"OC FIELD, TYP TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE) 3;- — Llj J LL w o cn ( ) (SHADED) L I CD I .� o z w o O I_ N I I II C' M N INFILL STUDS PER PLAN I ; z �- cn { ) < BEAM PER PLAN o a o _ o O w w U I w � z � mw Joo - NEW EXTERIOR WALL FRAMING N o NEW PARAPET ARCADE WALL AT DINING AREA TO EXISTING EXTERIOR WALL AT WINDOW RETURN Lo Al2-402 - #10928 � - 3 4 o SCALE:N.T.S. SCALE:3/4" = 1'-0" Z V) CD CD .Q a c 0 b .............................J. O z: 16d @ EACH JOIST-TO-TOP R `` `t w m j .. .... (2) ROWS'/4"Ox6" SDS SCREWS ;} SIGN & ATTACHMENT BY OTHERS (INTO EACH STUD) 2x BLOCKING BETWEEN JOISTS W/ 16d @ COC@ DBL 2x4 TOP �, TYP T/PARAPET DLB 2x FLAT TOP F� PER SIGN MFREDGE NAILING '3 2x4 BOTTOM R W/ (2) 16d INTO RAFTER ,"iM,. PER ARCH _ T/PARAPET 16d @ 6"OC [ y PER ARCH 16d @ COCI EDGE NAILING (LEDGER-TO-BLOCKING) 'i + ............. I I I I I 2x4 BRACE; ATTACH TO STUDS (LEDGER-TO-BLOCKING) I I 2x4 RAFTERS @ 16"OC i I W/ (3) 16d FACE NAILS 2x BLOCKING @ LEDGER W/ EDGE NAILING 2x6 RAFTERS @ 16 OC(2) 16d END NAILS @ EACH RAFTER16d @ 6"'OC, NP i IEDGE NAILING z2x8 LEDGER W/ (2) '/4"Od/2" LO EDGE NAILING SDS SCREWS @ 16"OC ( ) EDGE NAILINGAT EACH STUD 2x BLOCKINGBRACE W/ EDGE NAILING HU" JOIST HANt*rv 20 STUDS @ 16"OC iI 1/4"0&/2" -� w + + 2x BLOCKING @ BRACE W/ EDGE NAILING (2) 16d END NAILS @ EACH RAFTER I 2x8 LEDGER W/ (2) a o I (4) 16d FACE NAILS + + I i SDS SCREWS @ 16"OC (@ EA STUD) I TIT' 16d @ COC, TYP I 2x8 LEDGER W/ (2) /4 Ox3 /2 SDS SCREWS I m w [BRACE-TO-(E) TRUSS] `-;h (LEDGER-TO-BLOCKING) i °� EDGE NAILING HU JOIST HANGERJ c' `hy @ 16 OC (@ EACH STUD) � w «• I I 2x BLOCKING @BRACE W/ EDGE NAILING _w v 4h, I + + + oI > z 2x4 W/ (2) 16d INTO (E) TRUSS I ++I I + + ► w a SIMPSON LUS I 2x4 STUDS @ 16 OC wcy- ! hh HANGER i � I (4) 16d NAILS (BRACE-TO-STUD) '_j LU 20 BRACE @ 24"OC 'N.•, I (4) 16d NAILS ! 2x4 BRACE @ 16"OC o 0 2x4 STUDS @ 16 OC ! ��. I J o [BRACE-TO-(N) STUD] I shy ;,y i 2x6 STUDS @ 16"OC m J ty ` (E) TRUSS TO REMAIN--------- 15/32" APA-RATED PLYWOOD SHEATHING W/ 8d @ COC `'�..* `N� PANEL EDGES & 8d @ 12"OC FIELD, TYP 2x4 FL' W/ (2) 16d hh h,,h 15 o 2x8 BLOCKING BETWEEN TRUSSES, ATTACH TO yh, hh.., INTO (E) TRUSS `� I 32 APA-RATED PLYWOOD SHEATHING W/ 8d @ o oN N w h y REMOVED (E) \ STUDS W/ (2) 1/4"Od/2" SDS SCREWS & �: * `�� 4 Ny: I I `� h` I COC PANEL EDGES & 8d @ 12 OC FIELD, TYP \ o Q ATTACH TO TRUSS W/ A34 CLIP & (2) 16d �' `` I I N \ -�.,, ,A, I EXTERIOR FINISHES PER ARCH � h` SHEATHING I � \ END NAILS (ALTERNATE) *'~", 'N"N , (E) TRUSS TO REMAIN y.` y:: AS REQ D h. ,y EXTERIOR FINISHES PER ARCH '�~=:,., I 2x4 BLOCKING W/ 16d @ COC ; "'},,. `; '�� BLOCKING-TO-BLOCKING & EDGE NAILING `�" �"` hh h, w 1:`!*....... ,, .. ------------------------------------------------------ :.., ..;.. I { ) 2x8 BLOCKING BETWEEN TRUSSES, t; h,* }'�. I ATTACH TO STUDS W/ (2) 16d & ��.., '�-ti; i 2x6 BLOCKING W/ 16d @ 6"0C p PRo _ ............<__'_;::'s `' ,..... 'A"= 4x6 BLOCKING @CONNECTION W/ ATTACH TO TRUSS W/ A34 CLIP & t-,t �w (BLOCKING-TO-BLOCKING) & EDGE NAILING .�� FFss - ......- € I , ;. (2) 16d END NAILS (ALTERNATE) NGINFF �o _:_31 ----------------_._-_._____--_-..".____---------- t,_-__-__---.-..__ ___-_-._- <.._".__-__,-. _ �., A34 CLIP & (3) 1/4"OXY SDS SCREWS @ EACH END - ---- 27 r•---- e.• - yt �` '' �:. 2x6 BOTTOM R W/ 16d @ COC & EDGE NAILING 77398E h. 4 tom," r."`f �'•.F+.i''. ✓�'r ti+� *'�'•.• ",I 2x BOTTOM R W/ 16d @ COC W/ EDGE NAILING ----------- ------ �,.:. h� y, 1, PART OF (E) TRUSS �/y� OREGON 1• ,` i, / r TO BE REMOVED �e r.13,2 ' is y.yy t fi f f� �. \ `�• I;.:.--- i I •`"-�•:� i; (OVERHANG PORTION) a .1, ( ) 2x TOP :. ,� - .�-,�------------ - ----� PART OF O TRUSS �- - -• �:�� ------------------------- i - ----- ----- -------- �� EXPIRES:DECEMBER 31 2015 - -- >`' ------ ----"- ------ '---- ------ - ! '- :. I! f; TO BE REMOVED ' ....................: i 1 I III (OVERHANG PAST E OWSJ TO REMAIN ( ) { , :.. O { ) E CMU WALL f I 1/8/14 SOLID 4x12 BLOCKING RIPPED >; U__-_ _______________LA I I t� - E f, +.+ E OWSJ TO REMAIN J _- TO REMAIN I ,, w ( NEW STUD WALL TO FIT W/ (3) /4 �x3 I Ld SDS SCREWS @ 12 OG I s` TRELLIS & CONNECTION • t !.__._-._w_.-.__ ___ ___.. �.__. ___._ �._ .-_._. _"___ -._._ .._. --_'___ _.-.. . � � � BY OTHERS _ -_ __ _ _ - _ ___ _ __� f.r (n w a W N (E) WF BEAM TO REMAIN_j:_____ I :: i +� Q o N o I „ i I I W � 00 N WzW Ld co � I 4X10 LEDGER W 3 ROWS �x6 .a d � / _ / { ) 4 � r W � � NN z f SDS SCREWS @ COC INTO BLOCKING `" --- ------ z 00 00 _j � t7 I o m ^ 00 0 3 I#- mUOC 0 W v G � 0 o TYPICAL NEW PARAPET TO EXISTING w m W cr TYPICAL NEW PARAPET TO EXISTING CONNECTION CMU WALL CONNECTION AT PRESENTERS BOOTH N L 0 > W a. oJ � Yo- U_ T � � ao 2 ,3 „ n m SCALE:N.T.S. SCALE. /4 = 1 —0 _(:i) Q m w -0 � 41o ° V ° V Or Lo 46 (n N L_ ° C L F+ O s:.. d am-° O O :3 D CL N O � �> > O L L_ 2-O ° L. L O U-00 UQ V C 0 V V E•-ted' O �+ CLU) a r 0 - o O � +, o� ° co,a N O O O'3 0 ° V i o c� ° c t ° U O O U O O � ° o v vc +� rn-F v v a v s 2oc c•�'+� rn cn �Uc vcoQv41 ° U V C O: N O _j C N 0 L � ++ .- O ° L 4")_� 8 �LOo °U LN co® O L aOUVNO 5 _0c 13 av) E ° ° v o 4- ° 0 0 rn� o U) -0 0 W 203 0-0 0 0 ® ° L- i-' V Q U Q O � Q.0 U > N -E-+ L Lu of F Q 3� c-Is to+ W �- < m Wim_ m 10 O o cn O � ry D N 3�: V) N Q U) W ~ w U o Q w Q W o of o cn N N t\ Of O N s U r ~ C 7 Ld w Q a �i rLd n � c W <C z z < U 0 <C _ tn z d Ld F— ry 0O W o O Z O N A xry V) = N < w WF- D!f z � U)� W � J o � W < 0 W Q o o —J > 3: 0 z0 w O 04 N z U) O Z - N r 0 < 0 0 P W 3 v ry Lo N d m Jof w j 0 0 � _j Q Q U) :2i- D W I f- W U (n U I•- , W U D W J — o P Al2-402 - #10928 Loz 9 2 w N co d d p1 O MECHANICAL NCOORDINATION SCHEDULE REUSE EXISTING E m 1 EXHAUST FAN IF GENERAL; COORDINATE WITH GENERAL PRIOR TO BID TO ENSURE THAT ALL ITEMS POSSIBLE. BALANCE TO 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES 6'-0' MIN. ACHIEVE PROPER AND ACCEPTABLE TO THE AUTHORITIES HAVING JURISDICTION. ARE DELEGATED TO PROPER CONTRACTOR VELOCITY THRU DUCT 2. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR FINAL 4 AND HOOD PER AHJ. TO INSTALLATION. GENERAL REQUIREMENTS FURNISH INSTALL. CONNECnON PROVIDE AND INSTALL 3. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE MECHANICAL PERMIT MC CURB ADAPTER IF WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN HOT WORK (WELDING) PERMIT (IF APPLICABLE) KES NECESSARY. FURNISH THESE DRAWINGS AND THE MCDONALD'S PROJECT MANUAL. ANY REFRIGERATION PERMIT (IF APPLICABLE) MC AND INSTALL NEW FAN CONTRACTOR IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL PLUMBING PERMIT PC 2 IF NEEDED TO ACHIEVE z SHALL CONTACT THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY ELECTRICAL PERMIT EC 720 CFM. 0 VARIANCE FROM THE McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND FIRE SPRINKLER PERMIT (IF APPLICABLE) FPC 2 3 APPROVED BY THE ENGINEER-OF-RECORD. cr_ FIRE ALARM PERMIT (IF APPLICABLE) FAC v 4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING CONTRACTOR COORDINATION REQUIREMENTS 5 o w AND/OR THE MANUFACTURERS INSTALLATION INSTRUCTIONS. HEATING & AIR-CONDITIONING IfJ ROOFTOP UNITS, INTAKE AND RELIEF MC MC 7 6 =35. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. a. ROOF CURBS MC MC IMPORTANT: � a 6. PRIOR TO BUILDING TURNOVER, A COMPLETE START-UP, TEST, ADJUST AND GAS PIPING AND GAS PIPE KIT PC PC PC A I ( = z BALANCE SHALL BE PERFORMED ON ALL MECHANICAL SYSTEMS. THIS WORK CONTROLS WIRING MC EC EC BEFORE BID a 6 M SHALL BE PERFORMED BY A CERTIFIED TEST AND BALANCE CONTRACTOR A CON TRACTOR SH ALL U a CERTIFIED TEST AND BALANCE CONTRACTOR CAN BE FOUND BY VISITING: POWER WIRING EC EC EC COORDINATE GREASEg % y HTTP://WWW.AABCHQ.COM/DIRECTORY CONDENSATE TRAP MC PC CL DUCT ROUTING WITH HTTP://WWW.N EBB.ORG/DI RECTORY.H TM CONDENSATE PIPING (IF APPLICABLE) PC PC A z J HTTP://WWW.TABBCER11FIED.ORG/SITE/CON TEN T/CONTRACTOR S/SEARCH DUCT-MOUNTED SMOKE DETECTOR MC MC EC EXISTING DUCT WORK 9 = GENERAL EXHAUST SYSTEMS AND OBSTACLES. 10 m m § 7. UPON COMPLETION OF THE PUNCHLIST, THE MECHANICAL CONTRACTOR AND EXHAUST FANS MC MC d- V M TEST AND BALANCE CONTRACTOR SHALL SUBMIT REDLINED OR AS-BUILT ROOF CURBS MC MC 16 DRAWINGS ALONG WITH THE TEST AND BALANCE REPORT AND ALL CONTROLS (WHERE APPLICABLE) MC EC EC zrz� o EQUIPMENT OPERATION AND MAINTENANCE MANUALS TO THE McDONALD'S POWER WRING (FAN AND DAMPER) EC EC EC AREA CONSTRUCTION MANAGER. A MINIMUM OF TWO (2) COPIES SHALL BE TEMPERATURE CONTROLS PROVIDED, ONE (1) FOR REGIONAL RECORDS AND ONE (1) FOR THE i i i > RESTAURANT. THERMOSTATS & SUBBASES MC MC EC ww REMOTE SENSORS (RH AND/OR TEMPERATURE) MC MC EC 8. ALL PENETRATIONS OF FIRE-RATED WALLS SHALL BE FIRESTOPPED WITH AN CONTROLS WIRING (WHERE APPLICABLE) MC EC EC AER ISSUED ON. 01.08.14 .�P ,: b` yo-y .yam APPROVED AND LISTED FIRESTOPPING SYSTEM. POWER WIRING EC EC EC �. � DUCTWORK AND ACCESSORIES 9 8 10 GALVANIZED SHEET METAL DUCTWORK MC MC . EXTERNAL INSULATION MC MC INTERNAL INSULATION (IF APPLICABLE) MC MC WEATHERPROOFING (IF APPLICABLE) MC MC SPIN-IN COLLARS MC MC Pro FLEXIBLE DUCTWORK MC MC IF VOLUME/BALANCING DAMPERS MC MC t ' FIRE DAMPERS (IF APPLICABLE) MC MC FIRESTOPPING (IF APPLICABLE) MC MC 14 11 AIR DEVICES AND ACCESSORIES MC MC MC a MISCELLANEOUS ITEMS Ing HVAC EQUIPMENT START-UP TAB TEST, ADJUST AND BALANCE HVAC SYSTEMS TAB DOOR GRILLES (IF APPLICABLE) MC GC 15 12 Z lu a w - FAN SCHEDULE W z GENERAL DESIGN ELECTRICAL 23 z b- o w w TARS MANUFACrJRER I MODEL I SERVES JACCESSOME131 NOTES CFM I S.P. I BHP I FRPM VOLTS 1 QJ 1 Hz I HPn. 13 EXISTING GREENHECK EXISTING m o FAN NEW KITCHEN HOOD SEE BELOW 1 720 0.79 0.18 1402 120 1 60 1/2 -v ° o �,� 10 =N re �� O600 am � CL.$n v a L -v a � a v a,, i++ Lo- a ACCESSORIES: (REMOVABLE FOR CLEANING) o m m m g 1, 1-POLE NEMA 3R DISCONNECT SWITCH 8. CONTINUOUS 360 DEGREE LIQUID TIGHT 15 a o 0 3 'ow FACTORY-WIRED TO MOTOR AND MOUNTED WELD AT BASE OF FAN. 0 c v ` a TO FAN 9. BREATHER TUBE WITH 10 SQ. IN. OF OPEN � m �, 00a_ 2. UL/CUL 762 LISTED AND LABELED-"POWER AREA. _ "-L o�3 VENT. FOR REST. EXH. APPLIANCES 10. CURB EXTENSION. o c N ° c�;� v go 3. MFRS ROOF CURB WITH 1 INSULATION 11. EXTERNAL STEADY-STATE SPEED ® _ ` c 4. CURB EXTENSION CONTROLLER. a 0.2 o o v °c 5. HINGED CURB CAP KIT WITH CABLE TIP �'o?a ' OVER RESTRAINTS. v c v c v ! o a, m a ® LvE�' c 6. ENERGY EFFICIENT MOTOR WITH THERMAL o 8o r- o L 10 OVERLOAD. o c� `o v sv 7. GREASE TRAP COMPLYING WITH NFPA-96 DETAIL d o-a V , 1 tGo lv ® ° a� v v y- KITCHEN EXHAUST FAN AND HOOD INSTALLATION vn� vc val�C='= p`m0 SCALE: N.T.S. 'D o� all L >,E o ooa, v�om00 a v� ct `oa� o,°o • c, oma`'- v'a HVAC KEY NOTES •E030,�000 o v �.�, m°va►c 1--s 0 0 m 2 0 EIS DUCT D ENCLOSURE a 0 az a, Zv SEE DETAIL ON THIS SHEET. 1 EXISTING EXHAUST FAN AND NECESSARY MATERIAL FOR KITCHEN HOOD F- a. EXHAUST SYSTEM. VERIFY AND COORDINATE WITH GENERAL AND KITCHEN CONTRACTORS. W waft. is } a 0 m w 2 EXISTING KITCHEN HOOD AND DUCT SYSTEM UP TO ROOF CURB. VERIFY AND COORDINATE m 55 W o m 0 o WITH GENERAL CONTRACTOR. -3N w _ N � cnZ 5 � V C w p � wo EXISTING GREASE DUCT AND N EX STING GREAS FAN FOR 3-VAT FRYER. SEE KITCHEN KEYED NOTES: 0 DRAWINGS. ALL IS EXISTING. REBALANCE TO ACHIEVE 720 CFM. FURNISH AND INSTALL NEW IF 11. STAINLESS STEEL FASCIA PANEL TO PROTECT � NEEDED. DUCTWORK AND INSULATION. 12. BACKSHELF TYPE EXHAUST HOOD. z a 1 . UPBLAST EXHAUST FAN. (SEE EXHAUST FAN 13. COOKING APPLIANCE. J � o 14. REAR WALL CONSTRUCTION SHALL CONSIST OF w Q U SCHEDULE). CERAMIC TILE OR MIN. 24 GAUGE STAINLESS o a 2. HINGED CURB CAP FOR CLEANING ACCESS. STEEL OVER 5/8" TYPE X GYPSUM BOARD OR -63. GREASE TRAP. Y2" CEMENT BOARD FROM FLOOR TO CEILING w � 4. NEMA 3R DISCONNECT SWITCH. AND EXTENDING 24" TO EACH SIDE OF THE O_ 9 o 72 5. 12�� HIGH CURB EXTENSION. HOOD OR AHJ CODES, WHICHEVER IS MORE aFS - - 6. 18 HIGH CURB. z W 0 7. TWO (2) LAYERS OF 1Y" THICK DUCT WRAP STRICT. (SEE ARCHITECTURAL DRAWINGS FOR o j 3 o Z 2 ADDITIONAL INFORMATION. - o N TO MEET ASTM E2336 INSTALLED PER }- z V) MANUFACTURER'S INSTRUCTIONS F&i 15. 2x10 LIGHT GAUGE STEEL FOR SUPPORT m z a o W ( BLOCKING FOR HOOD AND RACEWAY. 0 a in EXISTING GREASE DUCT UP INSULATION PER AHJ AND CODES). 16. COORDINATE WITH GENERAL, KITCHEN AND ALL ` z & W 0 0 TO EXISTING FAN. VERIFY 8. 14 GAUGE BLACK IRON (CARBON STEEL) OTHER DISCIPLINES. SEE ARCHITECTURAL, v o N LOCATION. DUCTWORK WELDED LIQUID-TIGHT. KITCHEN AND STRUCTURAL DRAWINGS. F _ PARTIAL HVAC F PLAN 9. 5-GORE BLACK IRON CARBON STEEL RADIUS Al2-402 #10928 C ) o N.T.S. ELBOW. Z mi ■ 0 10. 12"x6" ACCESS DOOR AT ALL CHANGES IN W = WAC DETAIL,PARTIAL DIRECTION. �' FLwR nm AND NOTES F iE E ELECTRICAL SPECIFICATIONS AND GENERAL 50. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXISTING OR NEW NON-ACCESSIBLE SYSTEM ABBREVIATIONS LEGEND DEVICES, PULLBOXES, AND EQUIPMENT, ETC. FOR RELOCATION TO ACCESSIBLE CEILING AREAS. 1. THE ELECTRICAL CONTRACTOR (E.C.) SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY 31. NUMBER NOT USED E.C. SHALL INCLUDE ALL COMPLETE COSTS FOR RELOCATION AND VERIFY SUCH CONDITIONS FOR A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM/INSTALLATION. WITH ARCHITECTURAL CEILING PLANS PRIOR TO FINAL BIDS. cLG CEIUNG MOUNTED OCCUPANCY 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH ALL CODES, LAWS, AND ORDINANCES OF 32. IN SUSPENDED CEILINGS, SUPPORT CONDUITS AND JUNCTION BOXES DIRECTLY FROM THE U.N.O. UNLESS NOTED OTHERWISE 12 SENSOR WITH SOUND OPTION FEDERAL, STATE, AND LOCAL GOVERNING BODIES HAVING JURISDICTION. STRUCTURAL SYSTEM, DECK OR FRAMING PROVIDED FOR THAT PURPOSE. UGH71NG BRANCH 51. EXISTING CONDITIONS OF ALL EXISTING BUILDING EQUIPMENT, DEVICES, FIXTURES, AND � CIRCUIT CONDUITS SHALL NOT BE CUPPED TO THE CEILING SUPPORT WIRES OR SPLINE SYSTEMS THAT REQUIRE REWIRING, REUSE, RELOCATION, OR REFURBISHING AS PER DRAWINGS N.N.U. NUMBER NOT USED WALL MOUNTED OCCUPANCY 3. ALL MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA, OR UNLESS THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE AND AND SPECIFICATIONS SHALL BE FIELD VERIFIED BY THE E.C. PRIOR TO COMMENCEMENT OF s0 SENSOR ANOTHER RECOGNIZED TESTING LABORATORY. APPROVAL HAS BEEN GRANTED BY THE ARCHITECT AND THE ENGINEER. ANY WORK TO BE COMPLETELY OPERATIONAL. E.C. SHALL SUBMIT A WRITTEN STATEMENT AND AHJ AUTHORITIES HAVING JURISDICTION ITEMIZED LISTING OF ALL EXISTING CONDITIONS OF THE FOLLOWING, ALTHOUGH NOT LIMITED ® CEILING MOUNTED RECEPTACLE z0 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES 33. E.C. SHALL PROVIDE "3M" FIRESEAL SYSTEMS FOR ALL CORES AND RACEWAY PENETRATIONS TO THOSE LISTED: F&I FURNISH AND INSTALL 0 AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL IN FIRE RATED WALLS AND PARTITIONS. FIRE RATE WALL AND CEILING PENETRATIONS, ETC. RECEPTACLE ELECTRICAL WORK. USING "CP-25" CAULK, "303" PUTTY AND/OR "FLAMESEAL" PUTTY AS PER MANUFACTURER'S A. HVAC EQUIPMENT a- INSTRUCTIONS TO MAINTAIN EXISTING AND NEW FIRE RATINGS. VERIFY FIRE RATING CONDITIONS B. EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES COD CUSTOMER ORDER DISPLAY 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES, UTILITY AND LOCATIONS PRIOR TO FINAL BIDS. ALL OPEN SLEEVE PENETRATIONS SHALL BE C. LIFE SAFETY/FIRE ALARM SYSTEM DEVICESGFI RECEPTACLE COMPANIES, AND LOCAL CODE OFFICIALS, SHOP DRAWINGS AND/OR INSTALLATION DETAILS FIRESEALED INSIDE AND OUTSIDE BY E.C. AFTER ALL CABLING IS COMPLETELY INSTALLED. D. LIGHTING AND RECEPTACLE DEVICES. INSTALL FURNISH AND INSTALL z w WHICH ARE REQUIRED OR NEEDED BY THESE AGENCIES FOR THEIR APPROVAL. SEALING METHODS SHALL BE PROVIDED BY E.C. AND SHALL BE SUBJECT TO THE APPROVAL owp WEATHERPROOF RECEPTACLE p 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ENGINEER AND PROJECT MANAGER IN OF THE CABLING CONTRACTOR. THE WRITTEN STATEMENT SHALL BE SUBMITTED TO THE PROJECT MGR., ARCHITECT, AND a PROVIDE FURNISH AND INSTALL -i ENGINEER PRIOR TO WORK. IN THE EVENT THAT THE CONTRACTOR COMMENCES WORK QUAD RECETPACLE a WRITING OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN 34. NUMBER NOT USED. WITHOUT SUBMITTAL, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COST TO a- VIOLATION OF LAWS, ORDINANCES. RULES, OR REGULATIONS OF THE AUTHORITIES HAVING ALL NOTED CLG CEILING MOUNTED DEVICE (tiD JUNCTION BOX a. JURISDICTION. 35. NUMBER NOT USED. MAINTAIN THE ABOVE IN GOOD WORKING ORDER AND CONDITION. m a OTHERWISE. DISCONNECT SWITCH 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FIRE PREVENTION BUREAU ALL 36. NUMBERED CIRCUITS SHOWN ON PLAN ARE FOR THE CONVEYANCE OF DESIGN INTENT ONLY. 52. E.C. SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ANY ELECTRICAL WP WEATHER PROOF FUSED N DOCUMENTS, INCLUDING DRAWINGS AND SUBMITTALS, REQUIRED OR NEEDED TO OBTAIN APPROVAL ACTUAL FIELD CONDITIONS WILL AFFECT CIRCUITRY. INDICATE THE ACTUAL CIRCUIT NUMBERS AND COMMUNICATIONS OUTLETS. ELECTRICAL ENGINEERING DRAWINGS SHALL BE USED FOR ~ a z OF THE EMERGENCY LIGHTING, LIFE SAFETY, AND EXIT SIGN SYSTEMS) FOR TYPES AND INSTALLED ON THE "AS-BUILT" DRAWINGS. CIRCUITING INFORMATION ONLY. ® DISCONNECT SWITCH ® SPEAKER IN CEILINGo LOCATIONS NEEDED. A COPY OF THE APPROVED DRAWINGS SHALL BE PROVIDED TO THE 7 I 53. E.C. SHALL REFER TO ANY MECHANICAL AND PLUMBING ENGINEERING DRAWINGS FOR EXACT k CL O ARCHITECT AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. 3 . BUILDING STANDARDS � KEYED SWITCH CD m LOCATIONS OF ALL MECHANICAL AND PLUMBING EQUIPMENT. z A. ALL NEW CONDUIT RACEWAYS AND BOXES FOR ALL SYSTEMS SHALL BE INSTALLED -' 8. ALL NEW ELECTRICAL WORK OR MODIFICATIONS TO EXISTING ELECTRICAL DISTRIBUTION PANELS, TIGHT-UP TO THE BOTTOM Of THE STRUCTURAL BEAMS WHERE REQUIRED AND PROPERLY 54. CONTRACTOR TO VERIFY THE NUMBER AND LOCATIONS Of ANY CONVENIENCE OUTLETS COMPLY WITH ALL ? �' PANELBOARDS, METERS, ETC. SHALL BE INSTALLED AS INDICATED ON THE ELECTRICAL SUPPORTED FROM STRUCTURAL MEMBERS. WITHIN THE DINING ROOM AND LOBBY AREAS. VERIFY WITH MCDONALD'S ACM REQUIREMENTS OF THE m 5 CONSTRUCTION DOCUMENTS. E.C. SHALL SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT TO BE AND GENERAL PRIOR TO BIDDING. SEE ANY KITCHEN DRAWINGS FOR ANY ADDITIONAL M M INSTALLED INDICATING FLOOR PLAN LAYOUT, ELEVATIONS, AND ALL DIMENSIONS FOR APPROVAL B. ALL NEW CONDUIT RUNS SHALL BE INSTALLED ABOVE AND OVER THE TOP OF ALL NEW APPLICABLE OREGON d- o r OF THE ENGINEER PRIOR TO INSTALLATION. CODE REQUIRED CLEARANCES IN FRONT OF ALL AND/OR EXISTING DUCTWORK, PIPING, CONDUITS, PUULBOXES, ETC. E.C. SHALL PROVIDE ELECTRICAL SPECIALTY ELECTRICAL WORK. WHERE ITEMS ARE TO BE RELOCATED, N N N ELECTRICAL EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES. AND INSTALL ALL NECESSARY ACCESSIBLE PULLBOXES. CONDUIT BENDS SHALL NOT I INTERCEPT EXISTING CIRCUITS IF POSSIBLE. WHERE NOT EXCEED CODE REQUIREMENTS WITHIN A SINGLE RUN. E.C. SHALL PROVIDE AND INSTALL CODE (O.E.S.C.). POSSIBLE, FURNISH AND INSTALL NEW CIRCUITS, BREAKERS, Q 9. THE CONTRACTOR SHALL INCLUDE IN BID AN ALLOWANCE FOR THE FOLLOWING ADDITIONAL ALL PULLBOXES AS REQUIRED OR NEEDED. PANELBOARDS, AND ETC. p LIFE SAFETY DEVICES, INCLUDING THE FIXTURES, INSTALLATION, ALL CONDUIT, WIRE & MISC. FOR C. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BE INSTALLED LESS THAN 2 INCHES ADDITIONAL DEVICES AS MAY BE REQUIRED BY THE REVIEW OF THE AUTHORITY HAVING JURISDICTION. ABOVE RECESSED LIGHTING FIXTURES UNLESS APPROVED BY THE ENGINEER. > EXIT SIGN FIXTURES D. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BLOCK OR PREVENT FULL AND COMPLETE » » SECURITY LIGHTING - DAVE LEVINSON I I I w �2� 2EMERGENCY UGH11NG FIXTURES EACH WITH ADDITIONAL EXTERNAL HEAD(S) ACCESS AND OPERATION OF NEW OR EXISTING HVAC EQUIPMENT, ACCESS DOORS, PIPINGSEE LS NOTES (BELOW) - - FOR MOUNTING OUTSIDE. INTERIOR LIGHTING FIXTURE SCHEDULE : Soo 544 4848 AER ISSUED ON. 01.08.,4 VALVES, JUNCTION BOXES, DUCT HEATERS. MAIN SUPPLY AND RETURN AIR DUCTS, CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR EACH FOR QUANTITY ADJUSTMENT. PULLBOXES, CLEANOUTS, ETC. LAMPS ' , , E. NEW CONDUIT AND PULLBOXES TO BE INSTALLED BELOW NEW OR EXISTING DUCTWORKMARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING LOCATION MANUFACTURER ANDS , tut 10. THE CONTRACTOR SHALL INCLUDE IN BID ELECTRICAL UNIT PRICES (EUP) TO PROVIDE SHALL BE MOUNTED TIGHT UP TO BOTTOM OF DUCT WITH 9D DEGREE BENDS UP SIDEWALL WATTS TYPE CATALOG NUMBER ; ADDITIONAL LIFE SAFETY DEVICES AS A PART OF FINISHED CEILING SYSTEMS INCLUDING ALL CONDUIT OF DUCT TO MEET REQUIREMENTS OF LETTER C ABOVE. SUPPORTS SHALL NOT RECESSED SUPPORT & SECURITY LIGHTING: R243BLW120 WITH WHIP AND LAMPS WIRE AND WIRING DEVICES FOR EACH TYPE OF LIFE SAFETY DEVICE AS SCHEDULED IN NOTE PENETRATE DUCTWORK, AND SHALL BE INDEPENDENT OF ALL DUCTWORK SUPPORTS. F3 2 X 4 GRID PRISMATIC 3-32W F32T8/3500K ELECTRONIC NUMBER 9. THE UNIT PRICE SHALL INCLUDE ALL ELECTRICAL AND GENERAL CONTRACTOR DIRECT CONTACT OF CONDUIT RACEWAY SYSTEMS WITH DUCTWORK OR PIPING SHALL BE FLUORESCENT ACRYLIC LOW MERCURY DINING ASSOCIATED COSTS TO FURNISH AND INSTALL DEVICES AS A PART OF INSTALLED CEILING SYSTEMS. PROVIDED WITH VIBRATION SEPARATION METHOD APPROVED BY THE ENGINEER. x, F20 EXIT SIGN WITH BATTERY - 1.8 LED - SURFACE SECURITY LIGHTING: PRB. 11. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, MAKE A F. NEW CONDUIT AND BOXES TO BE INSTALLED WITHIN ALL EXISTING FINISHED BUILDING BACKUP . SCHEDULED ARRANGEMENT WITH THE PROJECT MANAGER TO VISIT THE SITE, AND THOROUGHLY DRYWALL, FURRED BUILDING WALLS, PARTITIONS, AND COLUMNS SHALL BE INSTALLED WITH BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE EMT AND FLEXIBLE RACEWAYS NOT MORE THAN 6'-0" LONG. ELECTRICAL CONTRACTOR F21 2 HEADED EMERGENCY POLY- 2-5 T-5 - SURFACE TO SECURITY LTG. #PE6 OR PE6-25-2R61-A6H6A/MPWP1 WHEN CONNECTED TO A REMOTE ` WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF SHALL INCLUDE ALL COSTS FOR DRYWALL ACCESS, CUTTING, PATCHING, PAINTING, ETC. IN BATTERY LIGHT CARBONATE TUNGSTEN WALL OR HEAD. SEE FIXTURE TYPE F22. L BIDS FOR SUCH CONDITIONS. FIELD VERIFY ALL LOCATIONS ON SITE PRIOR TO FINAL 12MS THE CONTRACT. BIDS. EXCEPTIONS DURING BIDS SHALL BE SUBMITTED IN WRITING. CEILING - F22 EMERGENCY REMOTE HEAD SEALED GLASS 1-8 NEMA 3R - SURFACE TO OUTDOOR SECURITY LTG. #A6H6A/MPWP1 FOR SINGLE GANG BOX. o a 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE PERFORMANCE G. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHAD. BE HELD RESPONSIBLE FOR HAVING g PAR 36 WALL OR NEAR s OF ALL TRADES, FOR THE ENTIRE PERIOD OF CONSTRUCTION AND SHAD_ REMOVE ALL EXAMINED THE CONSTRUCTION SITE WITH RESPECT TO CONSTRUCTION DRAWINGS, ACTUAL SOFFIT ENTRANCE l d TEMPORARY WIRING AT THE COMPLETION OF CONSTRUCTION. ALL COSTS FOR ESTABLISHING FIELD CONDITIONS, DOOR FRAME HEIGHTS, PIPING OBSTRUCTIONS, DUCTWORK HEIGHTS AND AND REMOVING TEMPORARY POWER SHALL BE INCLUDED IN BID. LEVELS, FLOOR LEVELS, CEILING HEIGHTS, ETC. PRIOR TO FINAL BIDS. LTA LED STAMP PENDANT - 3-8W LED - PENDANT DINING SECURITY LIGHTING: PART #.LTP-BS-308LED-BS; MCD #: U-112-1_14LED; A r*ft 13. THE EXISTING POWER, SIGNAL, AND COMMUNICATIONS SYSTEMS ARE TO REMAIN IN SERVICE H. ALL NEW BUILDING STANDARD EQUIPMENT, DEVICES, AND MATERIALS SHALL BE EQUAL TO PER OUTSIDE SHADE: PRINTED BURLAP; INSHIDE SHADE: GRAPHIC OUTPUT-STAMP; MOUNTING AN win - TO in- TO PROVIDE FOR THE OWNER'S EXISTING FUNCTIONS. SHOULD IT BECOME NECESSARY TO OR GREATER IN QUALITY TO EXISTING APPROVED BUILDING STANDARD MATERIALS FIXTURE SUSPENSIONS: BRUSHED STEEL 3 !jI SHUT-DOWN ANY SYSTEM OR PORTION OF A SYSTEM, APPROVAL IN WRITING MUST BE PRESENTLY INSTALLED IN BUILDING. EQUIPMENT, DEVICES, AND MATERIALS SHALL BE LIB LED FARMHOUSE PENDANT - 3-8W LED - PENDANT DINING SECURITY LIGHTING: PART #:SMSW-P-WGO-308LED-BS; OBTAINED FROM THE PROJECT MANAGER AND SHALL BE ONLY FOR THE PERIOD AND TIME SUBJECT TO THE APPROVAL OF THE ARCHITECT, PROJECT MANAGER, AND THE ENGINEER. PER FINISH: PRISMATIC CLEAR GLASS/BRUSHED NICHEL AGREED UPON. THE BID IS TO INCLUDE THE COST OF ANY TEMPORARY WIRING AND I. ALL EMERGENCY AND EXIT SIGN JUNCTION BOXES SHALL BE PAINTED RED. PANEL TAG FIXTURE PREMIUM TIME REQUIRED FOR THE SHUTDOWN. W AND CIRCUIT NUMBER FOR ALL WIRING WITHIN JUNCTION BOX SHALL BE INDICATED ON 14. ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, TOOLED, CONNECTED, COVER. L2 LED RECESSED CAN - - 1-12.5W LED - RECESSED RESTROOM / SECURITY LIGHTING: PART jtSLS-612W-GU24-SLS6C-1000-LT6e -DR Z CLEANED, ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH J. ALL JUNCTION BOXES SERVING UGH11NG AND POWER SHALL HAVE CIRCUIT NUMBERS AND CONFIRM TRIM COLOR PER DINING CONFIRM TRIM COLOR BEFORE ORDERING THE MANUFACTURER'S DIREC11ONS AND RECOMMENDATIONS. PANEL TAGS FOR ALL WIRING WITHIN JUNCTION BOX INDICATED ON COVERS. FIXTURE RING < 3 15. ALL CUTTING, DRILLING, AND PATCHING OF MASONRY, DRYWALL, CONCRETE, STEEL, IRON L2A GENERAL RECESSED - 1-12.5W LED - RECESSED CUSTOMER SECURITY LIGHTING: PART #:SLS612W-GU24-SLS6C-1000; MCD SKU #: U-120-1_01am W g WORK OR OTHER SURFACES BELONGING TO THE BUILDING SHALL BE DONE BY THIS CONTRACTOR 38. A NEW PANELBOARD COPPER GROUND BUS SHALL BE INSTALLED FOR EQUIPMENT GROUNDING 0 DOWNUGHT PER SERVICE 6" LED DOWNUGHT, 12.5 WATT, WHITE TRIM. Z N N IN ORDER THAT WORK MAY BE PROPERLY INSTALLED. UNDER NO CONDITIONS MAY STRUCTURAL REQUIREMENTS FOR ALL PANELBOARDS LACKING A GROUND BUS. -WHITE TRIM FIXTURE ! to WORK BE CUT, EXCEPT AT THE DIRECTION OF THE ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE. 39. PERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BE REQUIRED OR NECESSARY FOR L2B SOFFIT RECESSED - 1-12.5W LED - RECESSED CUSTOMER SECURITY LIGHTING: PART #. -GU24-SLS6C-1000-BB; MCD SKU #: LI-120-1_02 a. Z ~ 16. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, THE FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER EXPLICITLY SHOWN ANO/OR DOWNUGHT PER SERVICE 6" LED DOWNUGHT, 12.5 WATT, FLAT BLACK TRIM. as UJ DIAGRAMS. AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED OR NEEDED TO IDENTIFY SPECIFIED OR NOT. EXACT EXTENT OF DEMOLITION WILL NOT BE FULLY INDICATED BY -BLACK TRIM FIXTURE AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS (FOR EXAMPLE ALL DRAWINGS. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY L2C SEEQ AREA RECESSED - 2-15W LED - RECESSED CUSTOMER SECURITY LIGHTING: PART #:MU_PAR72-TR2-B24-L• MCD SKU #: LI-120-1_04 v �, LIGHTING FIXTURES). PARTIAL SUBMITTALS WILL NOT BE REVIEWED. BY COMPARING THE CONTRACT DOCUMENTS WITH ARCHITECTURAL AND DEMOLITION DRAWINGS DOWNUGHT - DOUBLE PER SERVICE 2 LAMP RECESSED ACCENT LIGHT NTH LED LAMP, 15 WATTS EACH, GU24. TO EXISTING CONDITIONS. ELECTRICAL EQUIPMENT WHICH WILL NOT BE REUSED SHALL BE Q FIXTURE L ° N 17. SUBMIT FOUR (4) COPIES OF THE FOLLOWING SHOP DRAWINGS FOR REVIEW: TURNED OVER TO THE OWNER OR REMOVED FROM THE PREMISES AS DETERMINED BY THE ,� v v m fq v c A. LIGHTING FIXTURES AND LAMPS PROJECT MANAGER. L2D SEW AREA RECESSED - 1-15W LED - RECESSED CUSTOMER SECURITY LIGHTING: PART �MU_PAR71-TR1-B24-L; MCD SKU #: 1_1-120-1_03 ? 0 a a o aa'S ii.°c B. WIRING DEVICES 40. ANY EXISTING ELECTRICAL MATERIAL AND EQUIPMENT WHICH INTERFERES WITH THE NEW DOWNUGHT - SINGLE PER SERVICE 1 LAMP RECESSED ACCENT LIGHT WITH LED LAMP, 15 WATTS EACH, GU24. ° u a c v' C. LOW VOLTAGE RELAYS AND SWITCHES ADDITION OR THE REMOVAL OF EXISTING WALLS SHALL BE REMOVED OR RELOCATED BY THE FIXTURE -o a L v L#, E. DIMMERS AND CONTROLS CONTRACTOR. VERIFY REMOVAL AND NEW LOCATION OF EQUIPMENT WITH THE PROJECT L2E GENERAL RECESSED - 1-12.5W LED - RECESSED DINING ° Al " a° MANAGER AND THE ARCHITECT/ENGINEER PRIOR TO WORK. DOWNUGHT - PER SECURITY LIGHTING: PART #:SLS612W-GU24-SLS6C-1000-A; MCD SKU #: LI-120-L01b o v m g c 6" LED DOWNUGHT 12.5 WATT ANODIZED TRIM c o ' 3 �•- SIM Ln 18. CONTRACTOR SHALL PROVIDE "AS-BUILT" DOCUMENTATION AND HARD COPY REPRODUCIBLE ANODIZED TRIM FIXTURE °� o n L °' DRAWINGS AT THE COMPLETION OF THE PROJECT AND SUBMIT TO THE ARCHITECT AND THE 41. VERIFY CLEARANCES FOR ALL NEW OR EXISTING RELOCATED ELECTRICAL WORK BEFORE o v c m �. Elu ENGINEER. AS-BUILT DRAWINGS SHALL INDICATE EXACT CIRCUIT NUMBERS, LOCATIONS OF PROCEEDING WITH CONSTRUCTION. COORDINATE USAGE OF AVAILABLE SPACE WITH ALL L2F WALL WASH RECESSED - 1-12W LED - RECESSED DINING SECURITY LIGHTING: PART #:SLS612W-GU24-SLS6C-A500; MCD SKU #: 1_1-120-1_06 � c m m ALL DEVICES. CEILING FIXTURES, AND RACEWAYS FOR LIGHTING, TELECOM MUNICAIIONS AND TRADES. IN THE EVENT OF CONFLICTS. NOTIFY THE ARCHITECT AND ENGINEER BEFORE DOWyNUGHT PER LED ADJUSTABLE WALL WASH DOWNUGHT, 12 WATT, WHITE TRIM. v 3' o P POWER DISTRIBUTION SYSTEMS AS INSTALLED. PROCEEDING WITH THE WORK. FIXTURE o c o U- v a a N o c-•3 v o AL1 19. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW AND OF COMMERCIAL GRADE 42. WHERE EXISTING CONDUIT IS SHOWN ON THE DRAWINGS, IT IS SHOWN DIAGRAMMATICALLY. ® ° -♦• c L o u.r UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED ON DRAWINGS. THE EXACT ROUTING Of THE EXISTING CONDUIT SHALL BE DETERMINED ON THE JOB SITE BY o u v 0 o c o THE CONTRACTOR. y °-am v ° c c I 20. EXCEPT AS NOTED OTHERWISE, ALL WORK REQUIRED OR NEEDED FOR THE ELECTRICAL INSTALLATION ® m -° o�,'v, E u c SHALL INCLUDE ALL LABOR, INSTALLA11ON METHODS EQUIPMENT AND MATERIALS AND SHALL 43 NUMBER NOT USED. ° o ° o °x ° BE IN STRICT COMPLIANCE WITH ALL BUILDING STANDARDS. EXTERIOR LIGHTING FIXTURE SCHEDULE : CC.) ` L L 44. ALL HANGER AND/OR ROD SUPPORT SYSTEMS SHALL BE SUPPORTED TO THE BOTTOM RIB OF o c o v L, 21. PROVIDE AND INSTALL A COMPLETE METAL RACEWAY SYSTEM, FITTINGS AND ENCLOSURES FOR ALL THE METAL DECK, WHERE APPLICABLE. LAMPS ELECTRICAL WIRING SYSTEMS TO BE INSTALLED FOR THE PROJECT. SYSTEMS SHALL INCLUDE MANUFACTURER AND v v v °0 o BUT NOT BE LIMITED TO POWER. COMMUNICATIONS, SECURITY, PAGING, TEMPERATURE ' 45. PROVIDE A WRITTEN GUARANTEE THAT THE ELECTRICAL INSTALLATION IS FREE FROM MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING LOCATION E 6.2 v m I CONTROL AND CONTROLS. MECHANICAL AND ELECTRICAL DEFECTS. CONTRACTOR AT THEIR COST SHALL REPLACE AND/OR WATTS TYPE CATALOG NUMBER E �,N 0 ,�,0.0 REPAIR, TO THE SATISFACTION OF THE OWNER AND/OR THE MANUFACTURERS INSTALLA110N 'Coo L c 22. NUMBER NOT USED. INSTRUCTIONS, ANY PARTS OF THE INSTALLATION ICH MAY FAIL WITHIN A PERIOD OF 12 CLOD 4 LED DOWN ONLY TEMPERED 1-34W LED - SURFACE EXTERIOR CONFIRM WITH GENERAL. 0 -6:�E NO L z E MONTHS FROM CONSTRUC11ON ACCEPTANCE IN ACCORDANCE WITH THE CONTRACT CANOPY LIGHTING GLASS PER CANOPY v o 3 0 3,2 m ° 23. MINIMUM CONDUIT SIZE SHALL BE 1/2 INCH FOR GENERAL LIGHTING AND POWER CIRCUITRY DOCUMENTS, PROVIDED THAT SUCH FAILURE IS DUE TO DEFECTS IN MATERIAL, WORKMANSHIP, SEE PLAN FIXTURE ACCENT v o ° a_, o 0,-0°00 UNLESS OTHERWISE INDICATED AND/OR REQUIRED BY CODE. OR FAILURE TO FOLLOW THE SPECIFICATIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS 4L-ED ® UP ONLY TEMPERED 1-11W LED SURFACE EXTERIOR SECURITY LIGHTING: SLS-EL217-3L5KUV-SA-CLBKT CUSTOM BUILT FOR EXTERIOR ACCENT & c "' a.,, AND/OR DRAWINGS. ACCENT LIGHTING GLASS PER ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. o '; "-•- cy- 24. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH �'- o ° 3 o m v o E FLEXIBLE STEEL CONDUIT, 1/2 INCH MINIMUM, INCLUDING AN INSULATED COPPER GREEN (SEE PLAN) FIXTURE CHANNEL o ® -v °°-Lv c EQUIPMENT GROUNDING CONDUCTOR OR SHALL BE MADE WITH METAL CLAD TYPE CABLE. 46. CONTRACTOR SHALL PROVIDE ALL NECESSARY PROPERLY SIZED WALL OR MILLWORK MOUNTED w '° W v A°� o BOXES, RINGS, SUPPORTS, AND DEVICES AS REQUIRED VIA COORDINATION WITH 3 LED UP/DOWN TEMPERED 1-42W LED - SURFACE EXTERIOR SECURITY LIGHTING. HIRAF-LED-36-UD-120-PS CUSTOM BUILT FOR EXTERIOR ACCENT Ea ° °1 0 ° 25. NUMBER NOT USED. ARCHITECTURAL WALL SECTIONS, AND MILLWORK DETAILS. LED3 ARCADE LIGHTING GLASS PER ARCADE CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. w ° c o t v s FIXTURE ACCENT a a 3 w c+� a,+� 26. WIRE NUMBER 8 AND SMALLER FOR USE IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN 47. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS. WHERE MORE THERMOPLASTIC 600 VOLT INSULATED COPPER CONDUCTORS. FEEDERS AND POWER WIRING STRINGENT REQUIREMENTS THAN THOSE DESCRIBED HEREIN OR AS SET FORTH UNDER CODES, ® 3' LED DOWN ONLY TEMPERED 1-26W LED - SURFACE EXTERIOR SECURITY LIGHTING: HIRAF-LED-36-DO-120-PS CUSTOM BUILT FOR EXTERIOR ACCENT NUMBER 6 AND LARGER SHALL BE TYPE THW 600 VOLT INSULATED COPPER. WIRE WHICH IS LAWS, AND ORDINANCES OF FEDERAL, STATE, AND LOCAL GOVERNING BODIES HAVING LED3D ARCADE LIGHTING GLASS PER ARCADE CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. a O >- w INSTALLED IN RACEWAY IN MOIST OR DAMP LOCATIONS SHALL BE THW, 600 VOLT INSULATED JURISDICTION, THOSE GREATER REQUIREMENTS SHALL BE ADHERED TO. FIXTURE ACCENT m 0 m 0 0 COPPER CONDUCTORS. NO WIRE SMALLER THAN NUMBER 12 AWG SHALL BE USED FOR 0 LIGHTING OR POWER 48. ALL NEW EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE PROVIDED WITH AN 6' LED UP OWN TEMPERED 1-84W LED - SURFACE EXTERIOR SECURITY LIGHTING: HIRAF-LED-72-UD-120-PS CUSTOM BUILT FOR EXTERIOR ACCENT -1 � N N N 27. BRANCH CIRCUIT HOMERUN WIRING: INTEGRAL EMERGENCY BACKUP BALLAST TO ILLUMINATE THE FIXTURES IN THE EVENT Of A LED6 ARCADE UGGH11NG GLASS PER ARCADE CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. Y� z 5 POWER FAILURE. ALL COMPONENTS SHALL BE IN COMPLIANCE WITH NFPA 101 AND NFPA 70 FIXTURE ACCENT P � w o 0 A. GENERAL PURPOSE BRANCH CIRCUIT HOMERUNS CONSISTING OF TWO CIRCUITS SECTION 700. BALLAST BATTERY SHALL MAINTAIN 87.5X OF THE NOMINAL BATTERY VOLTAGE N SHALL HAVE PHASE, NEUTRAL AND GROUND CONDUCTORS INCREASED TO NUMBER AFTER 1.5 HOURS TO COMPLY WITH NEC SECTION 700 AND UL 924. LED8 8' LED UP/DOWN TEMPERED 1-112W LED - SURFACE EXTERIOR SECURITY LIGHTING: HIRAF-LED-96-UD-120-PS CUSTOM BUILT FOR EXTERIOR ACCENT 10 AWG, THWN AS A MINIMUM. WHERE HOMERUN (ONE OR MORE CIRCUITS) ARCADE LIGHTING GLASS PER ARCADE CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. EXCEEDS 100 LINEAR FEET, CONDUCTOR SIZE SHALL BE INCREASED ONE TRADE 49. IDENTIFICATION OF ELECTRICAL ITEMS FIXTURE ACCENT SIZE. A. PROVIDE PERMANENT IDENTIFICATION MARKING AND NAMEPLATES FOR ALL CONDUCTORS B. ALL BRANCH CIRCUITS, FEEDERS, AND HOMERUNS SHALL BE PROVIDED WITH AN LED8D 8' LED DOWN ONLY TEMPERED 1-68W LED _ SURFACE EXTERIOR SECURITY LIGHTING: HIRAF-LED-96-DO-120-PS CUSTOM BUILT FOR EXTERIOR ACCENT °f INSULATED COPPER GREEN GROUNDING CONDUCTOR ROUTED IN THE SAME AND EACH ITEM OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT, ARCADE LIGHTING GLASS PER ARCADE CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. CONDUIT. GROUNDING CONDUCTOR SHALL BE SIZED PER THE REQUIREMENTS OF WITH THE SAME INSCRIPTIONS AS SHOWN ON THE DRAWINGS. ALL IDENTIFICATION MARKINGS FIXTURE ACCENT NEC SHALL BE CLEARLY AND NEATLY APPLIED. C. HOMERUN LENGTH SHALL BEGIN AT THE CENTRAL POINT OF ALL DISTRIBUTED B. IMPORTANT: APPLY ENGRAVED PLASTIC LAMINATE NAMEPLATES WITH WEATHERPROOF ADHESIVE S1 11�5V "DOWN ONLY" RADIAL TEMPERED 1-30W LED _ RECESSED 2011 STAND SECURITY LIGHTING: RWS-30LED-DL-SA. >. CIRCUITS TO THE PANELBOARD CIRCUIT BREAKER. OR NON-CORRODING TYPE SCREW FASTENERS OR RIVETS TO ALL MOTOR STARTERS, DISCONNECT WALL SCONCE GLASS BUILD F SWITCHES, RELAYS, REMOTE CONTROL PANELS, PUSH BUTTON STATIONS, PANELBOARDS, CANOPY H z >: 28. ALL NEW CIRCUIT BREAKERS FOR EXISTING PANELBOARDS AND DISTRIBUTION PANELBOARDS SWITCHBOARDS, TRANSFORMERS, AND OTHER ELECTRICAL APPARATUS. NAMEPLATES SHALL W 3 SHALL MATCH EXISTING BUILDING PANELBOARD MANUFACTURER AND CIRCUIT BREAKER TYPE. BE WHITE WITH BLACK CORE, 1-1/4" X 3" MINIMUM WITH 3/16" HIGH LETTERING. _J n o = ALL CIRCUIT BREAKERS SHALL BE BOLT ON TYPE. AIC RATING OF NEW CIRCUIT BREAKER NAMEPLATE SHALL IDENTIFY: Q SHALL MATCH AIC RATING OF PANELBOARD IN WHICH IT IS INSTALLED. WHERE SERIES RATED W Q i _ TYPE CIRCUIT BREAKERS ARE USED, NEW CIRCUIT BREAKERS SHALL BE INSTALLED SO AS TO - CIRCUIT NUMBER, 0 < < v - NAME OF DEVICE OR 0 Q = MAINTAIN THE UL SERIES RATING OF THE ENTIRE SYSTEM. THE CONTRACTOR SHALL PROVIDE � A NEW TYPEWRITTEN PANEL DIRECTORY FOR EACH PANEL CHANGED AT THE COMPLETION OF - LOAD THE DEVICE IS SERVING LIGHTING SCHEDULE NOTES: �- "' a THE PROJECT. EACH CIRCUIT BREAKER SHALL BE LABELED TO IDENTIFY LOAD TYPE AND CONTACT: DON MACINTOSH AT (425) 821-1499; MACPLAQUEOMSN.COM W z a LOCATION. C. PROVIDE A TYPEWRITTEN DIRECTORY OF CIRCUITS IN LIGHTING AND POWER PANELS AND LS1. FLUORESCENT LIGHT FIXTURE PERFORMANCE SPECIFICATIONS: EC SHALL SELECT LIGHT FIXTURES FROM SECURITY LIGHTING THAT MEET OR EXCEED THE FOLLOWING REQUIREMENTS: ry Z N 29. THE CONTRACTOR SHALL VERIFY THE CEILING CONSTRUCTION TYPE WITH ARCHITECTURAL PROVIDE PANEL IDENTIFICATION IN BLACK ALKYD PAINT STENCILED INSCRIPTIONS ON THE A. SHEET METAL SHALL BE MINIMUM 22 GAGE STEEL, WHITE ENAMEL PAINTED. O DETAILS BEFORE ORDERING LIGHTING FIXTURES IN ORDER TO CONFIRM PROPER MOUNTING. INSIDE OF THE DOOR, DIRECTLY ABOVE THE CENTERLINE Of THE DIRECTORY FRAME, OR B. PLASTIC LENSES SHALL BE PRISMATIC ACRYLIC. Al2 PATTERN, UNLESS NOTED OTHERWISE. Q w D ON THE VERTICAL AND HORIZONTAL CENTERUNE OF DOORS WITHOUT DIRECTORY FRAMES. C. LAY-IN FIXTURES SHALL HAVE HINGED, GASKETED DROP DOWN DOOR FRAMES. Z x c 0 30. EACH SWITCH, LIGHT, RECEPTACLE, OR OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED D. PROVIDE FLANGE KITS FOR INSTALLA11ON IN GYPSUM BOARD CEILING, VERIFY IN FIELD. - w o N WITH A GALVANIZED OR SHERARDIZED PRESSED STEEL OUTLET BOX OF THE KNOCKOUT TYPE, D. PROVIDE ON DEVICE PLATES FOR LOCAL TOGGLE SWITCHES, TOGGLE SWITCH MANUAL 0 > 3 o w a $ OF NOT LESS THAN NUMBER 14 U.S. GAUGE STEEL. CONDUITS SHALL BE FASTENED NTH STARTERS, PILOT LIGHTS AND OTHER ELECTRICAL ITEMS, WHOSE FUNCTION IS NOT READILY LS2. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES. - Ix N LOCKNUTS AND BUSHINGS AND ALL UNUSED KNOCKOUTS SHAD_ BE LEFT SEALED. THERE APPARENT, ENGRAVED SUITABLE INSCRIPTIONS OR PLASTIC LAMINATE NAMEPLATES c� F- v� SHALL BE SUFFICIENT ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHAD_ BE DESCRIBING THE EQUIPMENT CONTROLLED OR INDICATED. - FOR RED LETTERS USE ARB (UNIVERSAL), }- z E- cn INSTALLED WHERE REQUIRED. BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED. - FOR GREEN LETTER US SGB (UNIVERSAL). OR �-- o a o W E. EMBOSSED SELF-ADHERING PLASTIC TAPE LABELS WILL NOT BE ACCEPTED. IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE AND DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. 0 F w ul a m 4mJ � LS3. ALL FIXTURES SHALL BE ORDERED WITH LOW WATTAGE ENERGY EFFICIENT BALLSTS FROM MANUFACTURER. z 0 - 0 O Q W U N U H �I LS4. UGH11NG FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP AND BALLAST SPECIFICATIONS SHALL BE F N U o r1 STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S CORPORATION. Al2-402 - #10928 LS5. ALL FIXTURES SHALL BE ORDERED WITH LOW WATTAGE ENERGY EFFICIENT BALLASTS FROM MANUFACTURER. o z ORDER ALL FIXTURES FROM: SECURITY LIGHTING SYSTEMS, INC.; PHONE: (800) 544-4848; FAX: (847) 279-0642 El mO V) GEL NOTES&LIGHTING SCH. O O O � GENERAL NOTES m KEY NOTES 1 FURNISH AND INSTALL DCO-GENERAL PURPOSE RECEPTACLES. MOUNTING HEIGHT 1'-6". CONFIRM MOUNTING HEIGHT AND LOCATION WITH GENERAL. (TY') 4 3 2 1 4 5 (TYP) 2 TAMPER RESISTANT GFCI DUPLEX RECEPTACLE IN PUBLIC AREAS. EC 1 2 3 4 ❑ SHALL FURNISH AND INSTALL A 2095-TR-* (lYP) 4 131 2 1 { ) 5 4 ( ) COORDINATE COLOR WITH GENERAL. SPECIFIEDU RECEPTACLE BECOMESR (TYP) 5 4 DE-ENERGIZED UPON FAILURE OF GFCI DEVICE. NO SUBSTITUTIONS. (TYP) 5 4 (TYPICAL) Z IFWPM 0 PER THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES D_ 4 5 CTS) ❑ ADAAG , A MINIMUM OF ONE (1) ADA COMPLIANT ELECTRICAL RECEPTACLE IX SHALL BE INSTALLED U AT AN ACCESSIBLE TABLE. GC/EC SHALL REFERENCE cn 1 1 2 1 3 1 4 1(TYP) FINAL DECOR PLANS AND FURNISH AND INSTALL RECEPTACLES AS o 0 =r 13 t NECESSARY FOR COMPLIANCE. (TYPICAL) INTERCEPT AND EXTEND EXISTING RECEPTACLE CIRCUITS. IF NOT EXISTING CL IMPORTANT NOTE: D FURNISH AND INSTALL NEW CIRCUIT FOR RECEPTACLES. DO NOT EXCEED m a THE LOCATIONS AND QUAN1111ES OF THE CEILING 1920 WATTS PER CIRCUIT AT 1 BOVA PER OUTLET (1920W/20A CIRCUIT w RECEPTACLES, WALL RECEPTACLES AND ANY OTHER OR 1440W/15A CIRCUIT). U MISCELLANEOUS RECEPTACLES SHOULD BE VERIFIED W WITH OWNER AND GENERAL BEFORE BID. FURNISH AND INSTALL IN DINING CEILING -DCO'S RECEPTACLE WITHc 777 0 0 o 1 2 3 4 (TYP) F5] 1/2"C-2#12 AND 1#12 GND. CONFIRM LOCATION WITH GENERAL. ? " 9 AZ (LD DRY STORAGE Com) 4 3 2 1 4 5 CTS) m m !±I 0 STORAGE 0 c 1 2 ,d.. o M 3 4FOR MID) o ABBREVIATIONS � T FREEZER 1 2 3 4 e0o (TYP) LEGEND > I I I W AER ISSUED ON: 01.08.14 U.N.O. UNLESS NOTED OTHERWISE 0 DINING N.N.U. NUMBER NOT USED : , AHJ AUTHORITIES HAVING JURISDICTION s 1 2 3 4 j(TYP) WOMENF&I FURNISH AND INSTALL ' 141312 (TYP)4 5 COD CUSTOMER ORDER DISPLAY . TYP INSTALL FURNISH AND INSTALL � 1 2 i -1 0 PROVIDE FURNISH AND INSTALL - N L C L 3 41 00x 1 2 3 4 (TYP) Ne 4 (TYP) 0000 CLG CEILING MOUNTED DEVICE 0 12 ^ 0 WP WEATHER PROOF 0 ^ a 0 ® PIPE TO NEAREST SEWER MAIN 2" DISCONNECT SWITCH 5o# " ® COOLER OR MORE PER CODE ® 2"W $ KEYED SWITCH ui z 1 2 3 4 (TYP) c�c CEILING MOUNTED OCCUPANCY a yi CONFIRM SEE SHEET E1.1 FOR ss°2 SENSOR WI11-I SOUND OP110N toL_jT1 LOCATION a 3 DIGITAL MENU BOARD } co Lu I (DMB) ROUGH AND DUAL DUPLEX CONVENIENCE RECEPTACLE 8 W $ Ll I POINT DETAIL 4 5 (TYP) DCR OR DCO ? N � � I SAND � a � � I NOTES. 120V RECEPTACLE (5-20R) w MEN - - - - - OGF1GFI RECEPTACLE a w EXISTING p -------- ---- — 0 0 D U .0 o . ELECTRICAL n r-- WEATHERPROOF RECEPTACLE m METER _ 1 � ° v 1 1/2 VTR I v POS v-v �, N EXISTING MDP AND POWER I I v m m e PANELS I I o ® JUNCTION BOX -WALL OR o � o c ° °_ SEE ARCHITECTURAL FOR I 1 CEILING MOUNTED CL c a c.o o._�� ,r 1 1 ® SPECIAL PURPOSE RECEPTACLE a a t ti c=Z C y PLUMBING IN RESTROOMS. 1 � � 1 2 3 4 (TYP) c -v ° �-v � a°i �°c POS c c -° 3 v E•Dix ® ISOLATED GROUND RECEPTACLE o° �+ ° ' D 4 5 (�') 2 01.9Av0 280 VOLT RECEPTACLE o m m °6 r f 1 _ � E I p ��,, cvi.svcvn. POS 1 ® CEILING RECEPTACLE ® 0 .3 v ° 0 —++ c L, o� m o � oo co F-01 1 DISCONNECT SWITCH, _ w C'-.0 o.v c �+� vv— v CUSTOMER FUSED v o o'c�. 0 ,00 x.,0 o / ® � -0o � sEoc 1 SERVICE Q SPEAKER IN CEILING c 1- -3 f I 1 = : ._� oaLD KITCHEN o• v c{;! ��v , - iSc 0 w ,D V ''0 ° L C i 0)�L�= co`�V C 'va mo wo a° E c cwa°i � o� v v EXISTING POWER j 4 5 (TYP) o,$ ct,o o,°-ov c o+r a c +• CRETIN �_.3,� PANELS COUNTERTO I gv .v 000io0 ROOM KVS STEAMER PLUMBING GENERAL NOTES 0 '"a In c m 0 N V V a= ------------- CONFIRM IF W o ` o o� a_ - __ 1 1. FURNISH AND INSTALL ALL FIXTURES, PIPING AND MATERIAL FOR A 0 o.3:4- c_w v+ Co ------------- POWER iS COMPLETE AND OPERATING SYSTEM. a OFFICE ® �� O.J. 1 TELEPHONE.NEEDED FOR 2. PIPE WASTE LINES TO NEAREST EXISTING WASTE THAT IS SAME SIZE OR Q-TNG HONE. LARGER. m o o m 8 OVEN UNIVERSAL ® 3. PIPE VENT LINES UP THRU ROOF AND FLASH AND COUNTER ROOF J ? N o m N TABLE TOASTER/TABLE _ - ® - - PENETRATION. m Z w U 0ix 3-VAT LOV �I 1 2 3 41(TYP) ce o 0 FRY STATION 4 5 (gyp) PLUMBING FIXTURE SCHEDULE ® o CONNECT TO NEAREST EXISTING 2"VENT UP THRU TAG DESCRIPTION MANUFACTURER MODEL WATER USE ACCESSORIES COMMENTS N ,. E CASH F_ —I F 0 0 0 0 0 0 PRESENTER THE ROOF PER CODE. sx ZURN Z415s •. N °f 6 FLOOR PIPE SIZE: 3 . STRAINER SIZE. 6 SQ. =0 BOOTH I I I I 0 0 0 0 0 0 0 F�-2 1-1/2"`/ -2 DRAIN JAY R. SMITH 2005 NICKEL BRONZE; SEE NOTE 1 0 PIPE TO NEAREST SEWER MAIN 2" OR MORE PER CODE NOTE: a 1. PLUMBING CONTRACTOR SHALL SPECIFY CONNECTIN MATERIAL TYPE WHEN ORDERING. EXISTING GAS METER --2"W F PIPE TO NEAREST 3 8 R.O. CW . TO BE RELOCATED. (NOTE: BSI EXTENDS CW LINE FROM W 3 RELOCATED GAS METER. R.O. SYSTEM AND TERMINATE WITH J n- _ PLUMBING CONTRACTOR SHALL FOR NEW 3—VAT GAS LOY FRYER (AND ALL W Q CONFIRM WHO IS TO RELOCATE QUICK DISCONNECT.) FURNISH AND OTHER EQUIPMENT) (EXACT MODELS TO BE 0 � a GAS SERVICE INSTALL FLOOR SINK IF NEEDED. p Q = M AND GAS METER. DETE M_ICED BY KE S,): IMPORTANT NOTE. ALL IS NEW v, � CL a CONTRACTOR SHALL NOT RUN VERIFY PANEL LOADS, BREAKERS AND AVAILABLE SEE KITCHEN DRAWINGS UNLESS NOTED z °- ANY GAS PIPING BENEATH FOR ADDITIONAL WORK. W SPACE BEFORE BID. FURNISH AND INSTALL OTHERWISE. ry z BUILDING FOOT PRINT, BUT SHALL NEEDED ADDITIONAL BREAKERS, PANEL AND ETC. a RUN GAS PIPING AROUND FOOT U) w w (NOT SHOWN) IF NEEDED COMBINE EXISTING Z cn x PRINT IF REQUIRED BY AHJ. LOADS IN PANELS TO FREE UP SPACE FOR NEW C) W w a 0 VAT BREAKERS IF NEEDED. VERIFY WIRE SIZING, 00 J > 3 jr 0 o CONDUCTORS AND ANY MISCELLANEOUS ELECTRICAL REQUIREMENTS OR ITEMS. CONFIRM m n (n m SCOPE WITH GENERAL. POWER PLUMBING P LAN 9 W o 8 N.T.S. t'� a- m - w 0 00 0 0 Q k' Al2-402 - #10928 0 z EP1 m0 POW cn PLAN AND NOTES .............. ......... ...... ......................... 4 1 M b new le m �YG Vvmo�w oommmkw EUCTRICAL. SCHEDULE TiTIES AND LOCATIONS NTH GENERAL. FURNISH AND DINING CONFIRM QUAN Ts- FE c • rf - � INSTALL ISOLATED CIRCUITS FOR EACH DEVICE PER DUAL POINT SYSTEM ES IRK. FtA ORK Q N G*^-'1 R FE �:��NLJCC�J IN MRS mwwr Ec L at DY 5 xk VIA 5 ... . ,p U OLM 5-H-1 EE VIE ......f?,E x ELECTRICAL SCHEDULE. FURNISH AND INSTALL ADDITIONAL BREAKERS R ov f.g.. om ------------ ----------------------------------------------------------------- -------...........------------------- ......... ...........................•. -------------................. ... ----- SITE SPECIFIC,,,� ADA.PTATIONS V1xf BE REGUIRED It ft'A�00 11A th 20A. i--------- 13---------- M.: FEEDERS, PANELS AND MISCELLANEOUS AS NEEDED. CONFIRM WITH - v V WNW - W114. - U.0 sm'. ftm: Sm LAIWAR M wm WrWIMM"Ot VENDOR WHICH CIRCUITS NEED DEDICATED CIRCUITS. ......................... 004.1%2. 3 wom sun - %t �f I 04NA ADM COU M FOR -5 w U111 ................ . ....... WPM W/ W 0.1'"ORM " WWR RATE, ........ DIGITAL SERVICE BRACKET WHEN P-0S&BLE SECURE AT LEA- ..S.-,T 0N. -FE BRACKET PER mEw SECT04 TO A. S-7tJD PROWDED AQE-_QLfATE 8 Rk AC COUNTER DISPLAY- 2 (MCCAFE MONITOR -CONFIRM LOCATION N NCKETS ARE TO BE SECURED TO P CPNO 0 0; RACK�NG. (SEE. NOTES) DIGITAL M:ENU BOA:RD M: SPAQ G C-,,M.m BE VA�NTAUNNED, ALL OTHER BRA ------------ ............ CONFIRM NTH 91 11 VERTICAL DIMEVISIONS AND MISCELLANEOUS S. GENERAL AND FIELD a -0 '.R) t A -0 (3) DUPLEX 1: OL-ATED, GROUND 0-MINGI.E." REC1Ep.'--ATCLr_.'.--.S (Fok MEN;U 8 Rt AND MEDIA. PLAY I POWE REFERENCED BRACKET DETAIL ------- VERIFY LOCATION. WITH GENERAL) 'ER -NATO! A.80vE Ctu_� AT-!5 C.',8LE`.`) FROM BOTTOM EDGE CL Ji WITH �,GNCUIT 1 Ml* NG C 0 z z 4 - : - t OF VALANCE WALL (DO NOT JN5TAt1jL COVER PLATE OVER OPENE01. MONITOR NihwNN .......A CIC,E.�3 S 0.R Y UUA CL CK T jB: if M82K ELECTRICAL RACEAVAY INSTALLED) ORA E SYSTEM .............................. ---------------------- ----------------...... .............................................. -------------- .................................................................................................................................................................................................................................................................................1. CLIPS TO N.... WIT H fx I I I POS ACCM011R.Y :r_- LEVEUNG cn JQ FOR SYSTEM:. 701.13 E3 (CONFIRM LOCATION) z CONTROL M4B2K -cc ................ ........ o .... ........................... _j Q ........... ................................ .........---------------- ........................................... ............................................................................... ........................ ................... ----------- ................ ------------- ---------------------- I ral ILL. U. ------------ iir _A------- (CONFIRM LOCATIONS) LL_ ffNNFFFFFNFI.FRJ -3 ILI < I-------_11 ------------+---- r. F-- < 'PIP ...... 3 1. ...... LAUO�N cj < J u Q: ry L Li ......... .......... ...... all MOUNTNIG SUPPORTS ------ 1 !0?1?: Pos 0- 15 • ---------- ------ --------HOKUM 0010001MR, CUSTOMER tywc ------------------ *SEOURE 10 E-EX.S.Tt-Nu STUBS OR 3/4'N P OD KING. 0 J* 11-1 1 SERVICE 441 'y A: 21 21 21 2 1 J ........1............ A ATION !NSTRU N."S DIGITAL MENU BOARD MED 42 21 21 25 ...4E fEk MANUF R E fXLL LAYER ....... ................................. P IN THIS AREA MOUNTED T0-0� -CONFIRM LOCATION 'sl,��(CON FIRM LOCATIONS) m m !:91 OF DISP: DMB 1'N STALLER NOTE BACK LAY BRACKET MAY NEED T. SE HORIZONTAL 00,MENSIONS KCf N T- W -SHEET-6 EfflVIOM ....................... 2 P-REFERRED % OTES BOTTOM OF 00h,48 FLUSH: S.-ImPTED TO LE-.-FT -CLEAR m8:2.,K" -J.8 REFERENCE-0; FROM. R10HT TRICAL R,Q-UJ(Q'.H_J-n[N cz PREPARATIO ------------ TO 80T*TOm oy MIIN�IMUM rqk NNE, 11Xro (CONFIRM LOCATIONS) POS KEY NOTES 'm N d, 900.51 E1 N D;MB INS:�TALLAT10:1 ELECTRICAL REQUIREMENTS. I 198JI I > EXISTING V- AILAN. 9,F, 1NALL S u R T :R. (APPLICATION; NEW 01. 1.: EXISTING STORES) AND SA MATERIALS T`0 ENSURE I A I CK I N - --- ---- 215.00 E6 LOCATION) AM ISSUED ON: 01.08.14 ............. A Q.E.00-AT IS %14=00 3N., OVEOLL MENU -00 MWAMAMtNt 4 STANDARD ................................ k8 6 RICK' TO KMAN ON SIDE WMCE WAU,. D ............ ............. ...................................... .................... ----------- ..................... ;A]�_L_ed,. :....ATE . L, -ENUR-ATI.Q.N. EE.....61-4.0 1�j '18 -3" MIN .................. ---0 -,.0 D_, EC-1--, Oi- Q ar_.............. . ..... VAN ...................... . ,�,N t.U.-I-ITS.....O.R. ...... ................ ....... ............................. ........ - --------- .1.0................... "T R Q_V KITCHEN 10 j I N_Q7 M jj_$ _4 ........ .....................................---------------- ..................------...... ......................................................... .................------- .... J MEW upfu MEV MIND VIEW _'T FOR RESURD, IAVAAMI NOT (I'm .E ATT-11Y. --RECEIV-M. Nt A _2---------------------------------- -------------------------- ......................... .................. ......................... ......... ...... V-02K MOID MMWNTED, N DMB SUPPORT EQUIPMENT INCLUDES: C216.05 E_1�- �.-.NTEWRU. OTHER Sc"u is. 11-0 ff ........ POSMOWD rwm glow EWE As NETWORK MANAGEMENT DEQ (NMD) NEW ELECTRICAL ltihYiINDICATED W KIM 10; TH t &M 2.4 PORT ENHANCED WAYPORT SWIiTCH (EWS) RECEPTACLE FOR Al ORB. VERIFY 'CHNOLOGY' CLOSET 9 A MOUNTED IN TE THIS EQUiPMENT IS M z LOCAITON IN CEILING. of Ld rr ...... FOR NEW SUILDINGS', OR IN MA :ER":S QFnGE FOR 0 z IT NFFF IN BUILDINGS. < L 9;". D:MB INSTALLERS TO ROUT CONTROL WIRES Ar% ---------- co .......................................................................... .......................... .........- :FROM NIMD/EWS ABOVE CEILING TO MENU BOARD ...................... ................................................ E'S TO EXIT 'WALL BEHI:ND: VA.LA.- NCE 'WALL.,, W1R ... C216.0� ---------- R ITHER FURTHEST LEFT OR FURTHEST' RIGHT DKB OUTLINE OF' FRONT 04 NTE E ui j........... NEW ............ SEC TI ON AS r.2,0NDUCIVE TO SITE C'ONDTTI ONS. RECEPTACLES .............................................................. .................. 0 ...................... E, CH 0MI3_ SECTION: RE'QVIIKS A DEDICATED A FOR MINI ORB ........ BEHIND THIE 0MB UNIT. AND SCANNER. ........... ..............I.... - V-;,- 'D 9 ...... ... ... V --- ---- ----------- ............................. MEDIA PLAYER MOUNTE.. ... .... NE LU FRY STAPON H1 L 2 C A B.,N:E_T smm MW CENTER 41-S D SAIAD CASE ................................... ....................................................... ................................................................................................ .............. i w z NEW STORE M.ENU 80ARD LAYOUT (VERIFY LOCATIONS) 9 a. Ora w z DIGITAL MENU BOARD E 6/17/2013DK 0� UJ a. F 4- TYPICAL 11NSTIALUNTION TEMPIA-1-T- E x P Nu: . 1 03-00 tw Dov .(qect* mber -0 •9.0'z Cc Id Orive ....... 0 2111 VeDomall 00 FURNISH AND INSTALL Ck. Oak Or Ok 110nolls. 60-5-23 Ic so- CL Cc v 'asip an CIRCUITING FOR CL -00 Des fi SLIP SHEET ED Sr 3 ................... ...... V �ffi ELECTRICAL OUTLETS AS :0 fto*,P.&4 ...AM iy-004".p.ft'0.v hwrgfi. v wo, CL Lo v-b NEEDED. CONFIRM WITH GENERAL BEFORE BID. 'o7x 0 40 La a a�iu o Co v 0 E -:5 cw'E' 0 a 20- C-4 -cc a 145 0 a 0 0 _T 0 0 c DUAL POINT ORDERING = 02r, 205 co SYSTEM DETAIL a ev 0,50-vivi OE--Igj' a REFER TO THE ABOVE (OR NEWEST IF APPLICABLE) No 0 C.4.0 a 0 4) .0 r X 4) SLIPSHEET FOR DIGITAL MENU BOARD REQUIREMENTS, N.T.S. ) v. 0 V c 0 IE . L_ SPECIFICATIONS AND LOCATIONS. CONFIRM LOCATION o A q) 0 v OF MENU BOARDS. (CONFIRM IF THE SLIPSHEET IS A ALL IS NEW UNLESS c .4?rj V;.,o-=-ii . 0 49 L. r 4 OTHERWISE NOTED. 'No.0 a 4 cc jq MIRROR IMAGE OF INSTALLATION REQUIREMENTS). 0 92L 0).r-.- 0 q) nnr=:i) 2=0 00 r -1.3 cL uj L_ E 'r _ . . . 3 ., r F 0 0 0 0 0 0 0 0 0 PRESENTERS 0 . 00-10 0, 10- L. DIGITAL MENU BOARD " ROUGH - IN " BOOTH 0 Sme-w"m zo -3: 0 0 0 0 0 0 0 ftcEmpeo w 3 3 0 0 0 w CL 0 m w K) C13 V_ ?) 07-, fx- WO W in J m C4 x sa cq < Z W -3 Wo ELECTRICAL SCHEDULE FOR DUAL POINT ORDERING SYSTEM w 0: cc cn TAG # QTY DESCRIPTION VOLT H FLA BRK SIZE COND/WRE RECEP TYPE HGT AFF REQUIREMENT & REMARKS /P vs 216.04E1 AS ORB MONITOR (MINI) 120/1 ISOLATED 1.5 EA 20A 1/2"C-2#1 21G IG4700 11-611 NEEDED AS 216.05E1 ORB MONITOR 120/1 ISOLATED 1.5 EA 20A 1/2"C-2#1 21G IG4700 FLUSH ON CLG a NEEDED 701.13E3 AS DCO - GENERAL PURPOSE 120/1 1.5 EA 20A 1/2"C-2#1 21G 5-20R 10-6" F: NEEDED z >: Ld k" % A, w _j C3 x 900.51 El RELOCATED/REDSI GN ED POS SYSTEM VERIFY VERIFY VERIFY POS INSTALLER TO USED DED CIRCUIT AND/OR DATA CHASE #9.14 IF SUPPLIED. REFERENCE KITCHEN DRAWINGS. 4c 0 [NEED6 LLJ < 0 T: ix ry 0 < cn a- LLJ ry Z 0 0 0 WWZ X 0 w V) LjJ LL. DUAL POINT CONVERSION NOTES DUAL POINT KEY NOTES > 0 w 0 C4 cr. ::D z cn SEE KITCHEN DRAWINGS AND DUAL POINT NOTES ON OTHER SHEETS. MENU BOARD SYSTEM BY FLORIDA PLASTICS. CONNECT TO EXISTING MENU BOARD CIRCUITRY. QD z 02 MI 0 VERIFY MOUNTING REQUIREMENTS IN FIELD AND WITH GENERAL. PROVIDE POWER TO MENU 0 p w< !R wo: to n ! co _j BOARD PER MANUFACTURER SPECIFICATIONS. LOCATE J-BOXES ABOVE CEILING IN AN 10 w T_ Z 0 ACCESSIBLE LOCATION. SYSTEM INCLUDES LIGHTING. COORDINATE ANY POTENTIAL o < I i2 U . um W I CONFLICTS/INTERFERENCES WITH GENERAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION AND F= ALL OTHER DISCIPLINES. Al2-402 #10928 O MCCAFE MONITOR. FURNISH AND INSTALL POWER AND DATA PER MANUFACTURER'S d z R f(B J. T/ REQUIREMENTS AND SPECIFICATIONS. COORDINATE DATA REQUIREMENTS WITH MCDONALD'S AND El A GENERAL. DUAL POINT AND N MENU BOARD DETALS GENERAL NOTES OUTDOORS: P1. E.C. SHALL PROVIDE ALL NECESSARY DATA AND POWER TO THE NEW DAYLIGHT ZONE: DRIVE THRU SIGNAGE, AS SHOWN ON THE SITE PLAN INCLUDING LIGHTING CIRCUITRY AND CONTROLS IN THESE MISCELLANEOUS ITEMS NOT SHOWN FOR A COMPLETE AND OPERATIONAL AREAS SHALL CONFORM TO THE ENERGY CODE SYSTEM. THE E.C. IS TO COORDINATE THE REQUIREMENTS WITH THE SIGN DAYLIGHT ZONE. REQUIREMENTS AND AHJ. MANUFACTURER. THE SCOPE INCLUDES BUT IS NOT LIMITED TO THE LIGHTING CIRCUITRY AND 4 5 POWER AND DATA FEEDS AND CONNECTIONS FOR NEW COD, NEW MENU CONTROLS IN THESE AREAS BOARDS, NEW COMBO COD/MENU BOARD AND NEW LANE MONITORS. COD 4 5 SHALLCONFORM4 5 LOCATIONS SHALL EACH BE PROVIDED WITH A NEW ISOLATED GROUNDING TO THE (CONFIRM F22 TYPE CIRCUIT, AND A NEW 2" DATA CONDUIT TO NEW LOCATION. ALL F22 ENERGY CODE REQUIREMENTS LOCATION 4 1 WORK AND INSTALLATION LOCATIONS SHALL BE COORDINATED WITH THE 1 2 AND AHJ. F22 1 2 MCDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. zo 1 2 1 2 NL(j) KEY NOTES: a. Iry S1 (CONFIRM 1 INTERCEPT AND EXTEND EXISTING LIGHTING CIRCUITS. IF NOT EXISTING, tvn 1 3 L2E S1 p p LOCATION) p S1 (TYP) 1 FURNISH AND INSTALL NEW CIRCUIT. o 0 LL2 D L2 L2 L2 D 2 RADIAL WALL SCONCE. SEE ARCHITECTURAL ELEVATIONS ON ARCHITECTURAL O O ❑ SHEETS. F21 • L2E NL F21 NL NL L2F E.C. TO VERIFY EXIT SIGN IS EXISTING, COMPATIBLE AND OPERABLE. m F20 EX ❑ FURNISH AND INSTALL NEW IF NOT EXISTING, NOT COMPATIBLE OR NOT U (CONFIRM 4 1 3 1 OPERABLE. LOCATION EX 1 (TYP) 1 4 E.C. TO VERIFY EMERGENCY BATTERY LIGHT/2 HEADS AND REMOTE HEAD(S) L a jx (�) ❑ ARE EXISTING COMPATIBLE AND OPERABLE. IF NOT EXISTING NOT o NL O 7 (Ty CD m P COMPATIBLE OR NOT OPERABLE, FURNISH AND INSTALL NEW. 9 0 L2E L2 L2 L2 L2 NL 0 EC SHALL FURNISH AND INSTALL AND CONFIGURE REMOTE EMERGENCY m z " O O m � � DRY 0 NLO 0 L1 B 5❑ LIGHTING AT ALL EGRESS EXTERIOR DOORS FOR MAXIMUM ILLUMINA11ON AT STORAGE STO GE NL L20E L2 L2 POINTS OF EGRESS. INSTALL WP J-BOX WITHIN SOFFIT TO ALLOW A FLUSH � V O p N O INSTALLATION OF ANY EXTERIOR EMERGENCY EGRESS LIGHTING (TYPICAL). �, �, V 1 � � Z (�) 1 L1 A KEYED SWITCH SHALL ALLOW ALL FIXTURES IN SPACE CONTROLLED BY[6] CEILING OCCUPANCY SENSOR TO BE TURNED OFF MANUALLY WHEN BUILDING r r o r r FREEZER DAYLIGHT ONE (�) DAYLIGHT ZONE IS UNOCCUPIED. 7 OL2E . NL 7❑ PAINT TO MATCH. CONFIRM WITH GENERAL. w EX L2F NL L2 L2 L2E - L2 L2 L2 AER ISSUED ON: 01.08.14 0 O 0 O NL - L1 B D- c NL NL LIGHTING: (T YP) gL2F L2F 1NINLTA 1 • b �► DAYLIGHT ZONE t� ® 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. A�`' °a RESTROOMS: ( ) 2. LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM 1 � NEW OF ILLUMINATION. LIGHTING CIRCUITRY AND 1 ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL CONTROLS IN THIS AREA WOMEN 7 L2E TYP 7 _ 1 LTB LAMP SPECIFICATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP 4 SHALL CONFORM TO THE L2 L2 L2 L2 ( ) (TY') SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD S CORPORATION. ENERGY CODE S NL L2 L2 NL Z 3. FURNISH AND INSTALL A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA } REQUIREMENTS � 0 O o O Q EMENTS AND AHJ. O NL NL L2 -D L2 L2 SIGNS. FINAL CONNECTION BY OTHERS. VERIFY EXACT LOCATION OF SIGN WITH { ) TO PANEL LP McDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. �, 1211Ma 0 4. E.C. SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS WITH McDONALD S o A - 8 o O L1 PROJECT MANAGER TO AVOID INTERFERENCE WITH ANY CORBELS, TRUSSES, L2E o L2 g m DAYLIGHT ZONE: BEAMS, OTHER SPECIAL EXTERIOR TREATMENTS OR OTHER ITEMS. INSTALL LIGHT 0 • I ORIENTATION PER MANUFACTURERS INSTRUCTIONS. L2 - LIGHTING CIRCUITRY AND FIXTURES WITH CORRECT ORIE N 1 B CONTROLS IN THESE EX L2 L2 L2 7 L2 AREAS SHALL CONFORM 5• E.C. SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN DO NOT L2 L2 L2 0 OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS .. N O® ®O 0 0 NL _ 0 TO THE ENERGY CODE FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE G.C. BEFORE THE INSTALLATION OF � NL REQUIREMENTS AND AHJ. SUCH FIXTURE(S). • COOLER L2 s L2D EP z NL ' INSTALLATION METHODS: a � TYP � 6. NUMBER NOT USED. yy 3 .. �C � NL NL " " m W 7. FEET OR LESS WHERE PERMITTED BY THE ABLE I LENGTHS OF 6 L2 O O O USE OF MC C N _ ( W (�)L2 Ck L2 0 L2 L2 L2 L2 L1 B LOCAL CODES & AHJ) SHALL BE ALLOWED FOR WIRING TO THE LIGHTING FIXTURES. ® N S NL 2 L2B L2B 1 7 "ROMEX" OR "BX" SHALL NOT BE USED. w ON O _ '000. MEN TO PANEL LP 8. E.C. SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS FROM THE a W o Y L28 CONFIRM LIGHTING PANEL TO ANY EXTERIOR LIGHTING FIXTURE OR SIGNAGE BALLAST. ® D D 1 D TRIM i DAYLIGHT 20NE COLOR INCREASE CONDUCTOR SIZE IF GREATER THAN 3%. t w v m v � ® TYPICAL � L o (CONFIRM 1 T1�P L2A ( ) 9. E.C. SHALL VERIFY ALL TAP SETTINGS FOR H.I.D. LIGHTING FIXTURES AND MAKE ;-o v N 3 1 © ANY NECESSARY CORRECTIONS PRIOR TO INSTALLATION. v o o'° O _ o LOCATION O L C v� ( ) NL 0 coollo1 4 (CONFIRM) SPECIALITY LIGHTING: o am o 0 L2B L2F LOCATION 8 a�� c o 1 2 c ao `vv � �o DAYLIGHT ZONE 4 5 10. SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS c c .v ° ° ;� c EX EX E ® m3 ,_ o NTS. o � v, 4 5 _ RELO ATED TYP F21 FOR THE FACADE ARCADE LIGHTING ELEMENTS AND CANOPY ELEME o w ° •a L a •,_ Nsi F20 OO ° ° moo NL v E� v O F22 m .__ m � F22 EX EX EX I L2A L C o o c Q t v a L2B - 0 oo", o �� F21 REL CATS D N L2 N o �v 3 v v �,_ 2X4 OFFE S IF APPLICABLE PROJECT DEMOLITION NOTES : v _ o v•NOT, FURNI H AND INSTA L NE {F3) IE NL t L� �, o v 7 0 (SEE ARCHITECTURAL DEMO NOTES FOR ADDITIONAL REQUIREMENTS) '� �, v °a o 2X F E NEE)ED. F -= 0 S1 ® m v c� -4 GENERAL BEFORE INSTALLATION. N L2A NL EX THE FOLLOWING PROVIDES A GENERAL SCOPE OF WORK FOR THE ELECTRICAL ° o "•0-� x- ° CUS ®ME o o cau•- u (CONFIRM Q I 0 CONTRACTOR FOR THE DEMOLITION REQUIREMENTS OF THIS SITE. THIS SECTION IS �Q " B o LOCATION 4 1 L2B _m SE ICE L2 NOT ALL INCLUSIVE, AND THE CONTRACTOR SHALL VISIT THE SITE AND COMPARE o c r ° c '8 EXISTING CONDITIONS TO THE REQUIREMENTS DENOTED ON THE CONSTRUCTION ° v o L EX EX ITCH N L2A 1 0Z 1 2 DOCUMENTS TO DETERMINE THE EXACT EXTENT OF THE DEMOLITION WORK NEEDED v ` °•�' v oL. c"° 1 DA ILIG® ONE Crn') O 3 OR REQUIRED. E.C. SHALL PROVIDE ALL DEMOLITION WORK NEEDED OR REQUIRED IN � L- o v L2C L2 ORDER TO ALLOW FOR THE COMPLETE INSTALLATION AS DENOTED WITHIN THESE 0 -v o 0 o �, 8�,E C5 ave L_-t EX ® 7 O DRAWINGS. o $ o m 3,o 0 V I y a L2B L2C NL •3 w. � •3 ° C c i O OUTDOOR BUILDING LIGHTING POWER u. o ® ® ° ; 008 EX EX EX I D1. B �'' �,v a o ROOM TYP L® O REL CATED THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL OF THE m m , 0 NL EXTERIOR ILLUMINATED ROOF BEAMS FROM THE BUILDING. REMOVE ALL 0. o w o 0 LEX — 3 FIXTURES WIRING WHIPS AND CONDUIT TO ALLOW FOR THE NEW FACADE IE CL '° r 0 O a L2 INSTALLATION ASS DENOTED ON THE PLANS. COORDINATE ALL WORK WITH FURN SH AN INSTALL DAYLIGHT - F21 EX DAYLIGHT ZONE: OTHER TRADES AND WITH THE PROJECT MANAGER. 1 } FFI E 4 O M EX SWITCHING. FIELD RIFY OCATI N. EX E( LIGHTING CIRCUITRY AND �- m B IN THESE AREAS D2. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXTERIOR °° = W v-- CONTROLS o m N SHALL CONFORM TO THE ELECTRICALLY POWERED FASCIA SIGNAGE FROM THE BUILDING. REMOVE ALL I _j o N � - tri z U 0 o SIGNAGE, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW FACADE � � EX EX D ENERGY CODE REQUIREMENTS o - Q w a S1 1 2 AND AHJ. INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL WORK WITH P � o 0 _F OTHER TRADES AND WITH THE PROJECT MANAGER. Lc� �' EX 1 4 (CONFIRM D3. THE ELECTRICAL CONTRACTOR SHALL RELOCATE ALL EXTERIOR ROOF MOUNTED N k LOCATION N n o GENERAL PURPOSE OUTLETS AND ALL PHOTOCELLS AS NEEDED TO ALLOW FO a, NL C SH z P SE TE THE NEW FACADE INSTALLATION. COORDINATE EXACT EXTENT OF WORK NTH G F3 B TH F22 4 5 ARCHITECTURAL DRAWINGS AND IN THE FIELD WITH THE PROJECT MANAGER. o RECEPTACLES SHALL BE INSTALLED SO AS TO BE WITHIN 25'-0" OF ANY IV I v ROOFTOP HVAC EQUIPMENT PER NEC. �- E.C. SHALL VISIT THE SITE TO VERIFY THE S1 o S1 f5 F EXTENT OF ELECTRICAL RELOCATION 1 1 2 1 2 P- r S1 S1 D4. E.C. SHALL VERIFY WHETHER EXISTING OUTDOOR RECEPTACLES ARE GFCI (INCLUDING LIGHTING, COMMUNICATIONS AND PROTECTED. IF NOT, E.C. SHALL FURNISH AND INSTALL NEW GFCI TYPE W o 3 POWER, ETC.) AND SHALL RECONNECT TO 1 2 DAYLIGHT ZONE: 1 2 AYLIGHT ZONE. PROTECTED RECEPTACLE DEVICES IN PLACE OF EXISTING. E.C. SHALL ALSO —f a SEE ARCHITECTURAL DRAWINGS Q LIGHTING CIRCUITRY AND CONTROLS IN THESE W = THE EXISTING CIRCUITS IF APPLICABLE. LIGHTING CIRCUITRY AND CONTROLS IN THESEFOR ADDITIONAL ELECTRICAL WORK AREAS SHALL CONFORM TO THE ENERGY CODE FURNISH AND INSTALL WEATHERPROOF COVERS FOR ALL OUTDOOR 0 Of a AREAS SHALL CONFORM TO THE ENERGY CODE RECEPTACLES TO COMPLY WITH NEC. a REQUIREMENTS AND AHJ. INCLUDING BUT NOT LIMITED TO REQUIREMENTS AND AHJ. 0 Q = THE DRIVE-THRU DRAWINGS. GENERAL W z °- ry D1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SALVAGE z0 z o REQUIREMENTS FOR ALL EQUIPMENT REMOVED AS PART OF THE DEMOLITION C.j — 3 LEG CONFIRM ALL AUTOMATIC a w END v� � WORK WITH THE CONSTRUCTION PROJECT MANAGER ALL EQUIPMENT TO BE Z W EE x g ' � w �n CONTROLS, LIGHTING, SWITCHING SALVAGED AND/OR REUSED SHALL BE PROTECTED FROM DAMAGE UNTIL a o w o Cp CEILING MOUNTED OCCUPANCY SENSOR AND CIRCUITRY CONFORMS WITH J > 3 z o M2 WITH SOUND OPTION CODES AND AHJ. ALL IS NEW LIGHTING PLAN REINSTALLED OR THE TIME PERIOD WHEN IT IS TURNED OVER TO THE OWNER _ w o N wM FURNISH AND INSTALL P.E. CELL UNLESS NOTED N.T.S. AND/OR THE PROJECT MANAGER. }. z n msWALL MOUNTED OCCUPANCY SENSOR AND TIMECLOCK AS NEEDED OTHERWISE. m O F w o NOT SHOWN). D2. SEE THE GENERAL ELECTRICAL SPECIFICATIONS AND NOTES ON OTHER a. m _j SWITCH ELECTRICAL SHEET FOR ADDITIONAL GENERAL REQUIREMENTS. z o ``' o SEE OTHER SHEET FOR F 04 U o " `� " 0 M $� KEYED SWITCH R NL NIGHT LIGHT LIGHTING SCHEDULE. Al2-402 - #10928 z E2m0 LOM PLAN NAND NOTES m CONFIRM WITH (POWER FOR 1- E4 E5E8 GENERAL (TYPICAL) I I ARCADE LIGHTS) SEE NOTES 5 & 7 (TYP) (POWER FOR ANOPY E3 Efi (TYPICAL) I I E2 E5 JE81ARCH LOGO SIGN) LIGHTS LIQUID TIGHT FLEXIBLE CONDUIT E2E5 E8 POWER FOR ARCH LOGO SIGN TO PANEL LP I I ARCH LOGO 0 (POWER FOR I SIGN a- CANOPY LIGHTS) E$ Efi E5 E4 ARCH LOGO SIGN TO PANEL LP R I I w (POWER FOR AP-1 (CONE M) I I (POWER FOR v ARCADE LIGHTS)JE81E51 E4 `� TYPICAL E7 E1 E4 E5 E6 E8 CANOPY LIGHTS) ( ) I o w F o �' LEaW 3o I � LIQUID TIGHT FLEXIBLECL E1 I E7 ARCADE LED LIGHTS I CONDUIT m TO PANEL LP TO PANEL LP OR (TYPICAL) o TO PANEL LP AP-1 (CONFIRM) (TYPICAL) I Q 0 WTIE3 Efi TYP) TO PANEL LP 0- c 0ARCADE LED LIGHTS I a 5 0 � O TO PANEL LP OR m AP-1 (CONFIRM) E2 E5 E$ MPOWER FOR CDONALDS SIGN � TO PANEL LP OR I \ o AP-1 (CONFIRM) a J I g CANOPY LIGHTS (TYP.) o / XPOWER FO I r T r 1w / 'CL4LED' FIXTURES / (SUPPLEMENT I i i i > X / LIGHTING TO I SEE NOTES 5 & 7 PARAPET WALL) I (TYP) AER ISSUED ON: 01.08.14 CONFIRM WITH J 0 GENERAL (TYPICAL) LIGHTING NOTE: 1` ( ) P IF L1. PROVIDE A WEATHERPROOF JUNCTION BOX AND CIRCUIT IN � E31 Efi TYP) PARAPET OR FASCIA SIGN. FINAL CONNECTION BY OTHERS. 440 00 VERIFY EXACT LOCATION OF SIGN WITH MCDONALD S PROJECT ARCADE LED LIGHTS MANAGER PRIOR TO INSTALLATION. g 4 MCDONALD S FASCIA SIGN KEYED NOTES = CUSTOM LED FIXTURES FOR ARCADE WALLS AND HEARTH. - cm • I � E1 CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, s I 0 CANOPY LIGHTS (TYP.) LOCATION, QUANTITY, FIXTURE LENGTHS, AND ALL ELECTRICAL / X I CONNECTION REQUIREMENTS WITH SECURITY LIGHTING AND s E1 E9 EE NOTES 5 & 7 McDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO :. / I I S ORDERING AND INSTALLATION. 9 91 LL_ (TYPICAL) I CTS) WEATHERPROOF JUNCTION BOX/DISCONNECT SWITCH FOR ARCH E2 4100 LOGO / FASCIA SIGN. SEE NOTE L1 ON THIS SHEET.COORDINATE EXACT LOCATION IN FIELD. ALL SIGNS PROVIDED ui WITH INTEGRAL DISCONNECT SWITCH. CONFIRM CONNECTION z " E3 E6 TYP) POINT OF SIGN. � ca � E3 ILLUMINATED WITH INTEGRAL LED LIGHTING. VERIFY LOCATION, .. 1z 4 ; I I LENGTH AND ALL APPURTENANCES INCLUDING ELECTRICAL m `W FEo 0 ARCADE LED LIGHTS I I g CONNEC11ONS REQUIRED FOR A COMPLETE OPERATING SYSTEM Z N WITH EVERBRITE PRIOR TO INSTALLATION. (TYPICAL) I a w Z � FWEATHERPROOF JUNCTION BOX/DISCONNECT SWITCH. a w o COORDINATE EXACT LOCA11ON IN FIELD. ROUTE TO SPARE BREAKER. IF NOT AVAILABLE, COMBINE WITH �,,.. E5 LOAD ON LIGHTLY LOADED SIGN BREAKER VIA J-BOX. CONFIRM Z,;-p o v ° H CAPACITY OF BREAKERS IS NOT TO EXCEEDED. IF NEEDED, c c o L 'o FURNISH AND INSTALL A NEW PANEL FED FROM AN EXISTING •c a°.v o v °m aom civ> > (TYPICAL) E7 E1 I I PANEL OR BREAKER. v o CL L o v E.C. SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH v -v ° �-00 �i m°c \ \/ L - Efi MANUFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE o u m 3 0 9 o �, �► m+' 2 \ /\ FIELD. 0 / E7 o�e� 0- TING, TNG, E.C. SHALL CENTER FIXTURES ON ARCADE c �'��ARCADE LIGH v_ vs • a �( / ❑ WALL FACE. w �., v�,, v cc -� N 0 cam•;p = g i E$ SEE NOTE 49-B ON SHEET E1.0. ® -+� o m ouo ° co sso�+ Svc E9 SMOOTH BRACING IS REQUIRED FOR LED FIXTURE INSTALLATION � �+; °',� v UNDER COPING FLASHING. TYPICAL `v c v c�' v o ( ) REUSE EXISTING GREASE EXHAUST FAN IF / 0 ° m 0` °t 4) U V POSSIBLE. CHANGE SHEAVE SIZE TO ACHIEVE 720 CFM c �F s AN I v • v� °v FUI�RSH AND INSTAL NEW F F NECESSARY, SEE NOTES: 1,2,8 (TYPICAL) �"-. o = c 9%0 O O RELOCATE FAN IF REQUIRED BY INSPECTOR TO ACHIEVE PARAPET •G �v � v E ��- 10 FOOT SEPARATION FROM HVAC INTAKE OR FURNISH ,a N r ° AND INSTALL EXTENSION ON HVAC INTAKE. OOF CAP =______ �•o ani 5,6,7 (TYPICAL) ELEMENT v` o ' ,".° 03 v CL • SEE NOTES: v o c Q' a v °-°v SEE NOTES. v� s•� JE811E%,� E4 TO ANEL LP TO PANEL LP 1 2 TYPICAL SEE NOTES: 1,3,4,5,6 LED �' ° a�, (POWER FOR WP ( ) 193,4,596 (TYPICAL) FIXTURE v ARCADE LIGHT) / CL4LED ( ) HOUSING 8 TO NEL LP OR ADJUST PULLEY BELT ON TYPICAL MOUNTING PARAPET a o o +� a�'i z o WP AP 1 (CONFIRM) EXHAUST FAN TO ACHIEVE FIXTURE m m ° ° AIR FLOW OF 720 CFM. jE1 [E4jE5jE6jE`7E8 ° z U BRACKET w a•;,o �� e s E8 E5 E2 FASCIA SIGN a 0POWER FOR HEARTH LIGHTS) (POWER FOR o ( J SUPPORT ARCH LOGO SIGN) G WP ( I BRACKET J J a o } r� I L1 1 � m � ROOF WP SEE NOTES: ROOF °° = w o o cn o O O I I 1,2,8 (TYPICAL) T� N w — N A Z � � ARCH LOGO SIGN 11 a 5 a w 0 E1 E7 LED FIXTURE -� W o 0 HOUSING � � N ARCADE LED LIGHT I I � LED LIGHT DETAILS ALL IS NEW SCALE: N.T.S. (AS APPLICABLE) REUSE EXHAUST FAN FOR NEW VAT I I UNLESS NOTED o FRYER IN KITCHEN AREA. OTHERWISE.r, GENERAL NOTES COORDINATE WITH MINERAL l I } LEFT TO RIGHT F WP 1, PLACE LED FIXTURE AT DESIRED LOCATION AND INSTALL FIXTURE FROM � r_ WHEN FACING ARCADE AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS W 3 HEARTH LED ROOF PLAN RECOMMENDED BY MANUFACTURER. W CL U LIGHTS N.T.S. 2. EC SHALL CONNECT NEW FIXTURES TO THE NEXT AVAILABLE SPARE 120V CIRCUIT AND p ry a MAKE ALL ELECTRICAL CONNECTIONS AS REQUIRED OR NEEDED FOR A COMPLETE 0 Q = OPERATING SYSTEM. Q- c Q 3. POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN L FACING ARCADE. ryO i o cn 4. OVERALL FIXTURE RUN TO BE CENTERED ON OVERALL LENGTH OF WALL. U 0 a F. c 5. LED FIXTURE SHALL MATCH COLOR OF CANOPY EITHER PLATINUM SILVER(PS) OR YELLOW C) UJ U 3 o z a (YL). VERIFY LED COLOR WITH AREA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. — cr o o 6. CONNECT NEW LED FIXTURES TO EXISTING LIGHTING CIRCUIT(S) AS REQUIRED OR NEEDED. m U i.- o ENSURE THAT CIRCUIT BREAKER AND CONDUCTOR SIZES DO NOT EXCEED 1200 WATTS ON 0 � m o A 15A CIRCUIT AND 1600 WATTS ON A 20A CIRCUIT. VERIFY EXISTING CONDITIONS AND �'`� z 9 m w o 0 REQUIREMENTS IN FIELD. PROVIDE ADDITIONAL CIRCUITS (C.B., WIRING, CONDUITS) AS p Q k i NEEDED. W 0 N " � cO 7. FIELD VERIFY EXACT QUANTITY AND LOCATION OF FIXTURES PRIOR TO INSTALLATION. Al2-402 - #10928 (FIXTURES MOUNT TO MCDONALD'S CHANNEL LETTERS AT FRONT ARCADE TO SUPPLEMENT z LIGHT TO PARAPET WALL.) rEM3oO 8. LINEAR FIXTURE RUN SHALL COVER ENTIRE BRAND/ARCADE WALLS. w ELECTRlCALANDMECHANICAL ROOF PLAN AND NOTES E m EX. UNIT EX. UNIT EX. UNIT EX. UNIT EX. UNIT EX. MAC D-1 D-2 D-3 K-1 K-2 6 ROOF LINE z 0 IZ cr U (n EXIST. EXIST. EXIST. EXIST. EXIST. p EXISTING METER LIGHTING AIR PANEL PANEL PANEL a AP-1 AP-2 LP PANEL BALANCING PANEL PANEL CL M m a cn I.- F EXISTING EXIST. 5jj < GENERAL - W PANEL $ SERVICE s EXIST. a. �y SNITCH WITH PP PANEL Z c� CT AP-3 -� C MPARTMENT 800A z m 5 T *_ CONFIRM N N W RISER IN � � FIELD. � � a I I FLOOR LINE I I I w (Z-- — FURNISH AND INSTALL LIFER GROUND AER ISSUED ON: 01.08.14 TO SATISFACTION OF AHJ EXISTING IF NOT EXISTING. , . 800A, 120208V,/ 3-PH 4W UNDERGROUND I SERVICE ENTRANCE FROM UTILITY TRANSFORMER ' ` , ALL IS NEW UNLESS ONE-LINE RISER DIAGRAM NOTED OTHERWISE. CONFIRM RISER IN FEILD � LOAD SUMMARY: 15 ® N EXISTING SERVICE SIZE: 800.0 AMPS ig 3 N, DEMAND LOAD: 657.0 AMPS ADDITIONAL LOAD ADDED: 132.8 AMPS N NEW TOTAL DEMAND LOAD: 789.8 AMPS 2208020v TOTAL NEW SPARE CAPACITY: 10.2 AMPS ®208v/120v i IMPORTANT u• a FIELD CONFIRM PANEL SCHEDULE, LOADS, WIRING AND CIRCUITRY PRIOR TO BID. � a w Z N a. w Z 1�_A EXISTING LP PANEL SCHEDULE WITH REVISED CIRCUITRY —VERIFY CIRCUIT BREAKERS AND LOADS Of a W PANELBOARD LP VOLTAGE 120V/ 208 PHASE 3 WIRE 4 AIC RATING: CONFIRM WITH UTILITY o PANEL TYPE MAIN 225 AMPS MAIN RATING 225 AMPS NOTE: (j U v ° ° 000 NEMA TYPE ENCLOSURE: MOUNTING OPTIONS: FED FROM: MDP a 1010 0>> v o La,°M �o0 v_ SERVES TYPE CKT BRKR CCT CKT PHASE LOADS CKT CKT CKT BRKR TYPE SERVES .° -v CL o o 20 4)0 m°c LOAD AMP POLE NO. LOAD A B C LOAD NO. AMP POLE LOAD 0 w v a 3 q� o.X 9 KITCHEN LIGHTS L 20 /1 1 1,000 1,500 500 2 20 /1 L MENU BOARD AND CENTER LIGHTS c V c v o v °B' DINING ROOM LIGHTS L 20 /1 3 350 850 500 4 20 /1 K COFFEE REFILL FC o CC m E•--m c 2 DINING SKY LIGHT L 20 /1 5 350 1,550 1,200 6 20 /1 L WELCOME SIGN PLAYPLACE coo•- v c N u c-° ;o c v LIGHTS OVER FISH TANK L 20 /1 7 200 2� 8 20 /1 SPARE -+� c ova SERVICE CENTER LIGHT L 20 /1 9 350 350 10 20 /1 SPARE v c oo co KITCHEN LIGHTS L 20 /1 1 000 1 000 v a E c / 11 12 20 /1 SPARE ® �' �,� c 0-2 ,0 v NIGHT LIGHTS L 20 /1 13 1,200 1200 ° c ° o+' X- o 14 20 /1 SPARE •` STORAGE LIGHTS L 20 /1 15 1,000 1,500 500 16 20 /1 R RED BOX ;° F L` o v DINING ROOM LIGHTS L 20 /1 17 350 550 200 18 30 /2 L SOFFIT LIGHTS O.S. c u 0;6 -v v CUSTOMER ORDER DISPLAY L 20 /1 19 600 800 200 20 L SOFFIT LIGHTS O.S. v °•�' ° aci c`� v ° �- uo.B avN._ cv 920 2,120 200 22 30 2 L SOFFIT LIGHTS O.S. c.� o `_ C DINING ROOM PLUGS R 20 /1 21 1, / , PLUG FISH TANK R 20 /1 23 180 2,680 2,500 24 ?? /2 L LOT LIGHTS c 6 1 1 o z E BLANK 25 2,500 2,500 26 L (CONFIRM BREAKER) o a BLANK 27 2,500 2,500 28 ?? /2 L LOT LIGHTS •• °'� m `� a'a.° 0'00 ???? (CONFIRM CIRCUIT) L 20 /1 29 500 3,000 2,500 30 L (CONFIRM BREAKER) ``. •v%°.c c c v 3: 2 SECURITY LIGHT / DETEX CL 20 /1 31 500 3,000 2,500 32 ?? /2 L LOT LIGHTS w 3 v c O.S. MENU LIGHTS L 20 /1 33 900 3,400 2,500 34 L (CONFIRM BREAKER) &0 ' a 0,= 020 GRILL OUTLET FLAT R 20 /1 35 500 1,500 1,000 36 20 /1 CL LIGHTS CONTROL PANEL a `•-vo .+ (A++ o.c v s a 3 - c a CLAM GRILL OUTLET R 20 /1 37 500 1,000 500 38 20 /1 CL BATHROOM LIGHTS / FAN FRENCH FRY OUTLET R 20 /1 39 500 1,500 1,000 40 20 /1 CL AUTO AIR PANEL < o FILLET FRY OUTLET R 20 /1 41 500 500 42 20 /1 SPARE co = w o m N o PHASE CONNECTED WATTS = 10,200 12,220 10,780 � � N - N PHASE CONNECTED AMPS = 85 102 90 Y� z < U w a o0 CONN. DEMAND DEMAND LOAD TYPE KEY: cn KVA FACTOR KVA K = KITCHEN LOAD N TOTAL KITCHEN LOAD = 0.50 X 0.65 = 0.33 L = LIGHTING LOAD rn TOTAL LIGHTING LOAD = 25.10 X 1.25 = 31.38 NC = NON-CONTINUOUS LOAD TOTAL NON-CONT. LOAD = 0.00 X 1.0 - 0.00 R = RECEPTACLE LOAD o a TOTAL RECEPTACLE LOAD = 4.60 X 10+50! = 4.60 1ST 10 + 50% CL = CONTINUOUS LOAD TOTAL CONTINUOUS LOAD = 3.00 X 1.25 = 3.75 H = HVAC LOAD F z TOTAL HVAC LOAD = 0.00 X 1.0 = 0.00 LM = LARGEST MOTOR LOAD Ld 3 LARGEST MOTOR LOAD = 0.00 X 1.25 = 0.00 .J a- _ LTJ Q i TOTAL KVAir ry 0 a Q CONN. DEMAND AMPS 0 N TOTAL AMPS = 92 AMPS = 111 AMPS0208V/120V 3PH, 4W Ld z a rycn o z o a Ww x Z c o w c V) � > 3 LLI o Z S a o c0 z H v~iUS M n- o a o W p a m � If) tai z U �D Wo O F 0 U Q U t� U � �p � M Al2-402 - #10928 d z { E4mO - - E c ar ri . e are erl n I nter�or L� ht� n Com l� n e - . Exterior Li fain tom (ince - ertiticat p rtifi cite 2010 Oregon Energy fficiency Specialty Code Section 'I : Project Information 2010 Oregon Energy Efficiency Specialty Code o Project Type:Alteration Section 1 : Project Information EE U roject Title : McDonald's - TigardiKing City Project Type: Alteration z w I Construction Site: Owner/Agent: Designer/Contractor: Project Title : McDonald's- Tigard/King City Q a ❑ 13. Occupant override. Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override � Q 16200 Southwest Pacific Highway McDonald's USA, LLC John R. Beebe, P.E. Exterior Lighting Zone: 4 {High activity metropolitan commercial district) a Tigard, OR 97224 16200 Southvrest Pacific Highway AER Engineers, Inc. switching device that: 1) is readily accessible, 2) is located so that a person using the device can see the lights or the area 0- Tigard, OR 97224 11155 120th Avenue N.E. controlled by that switch, or so that the area being lit is annunciated, 3) is manually operated, 4) allows the lighting to remain m a Construction Site: Owner/Agent: Designer/Contractor: Suite 200 on for no more than 2 hours when an override is initiated, and 5) controls an area not exceeding 2,000 square feet. 16200 Southwest Pacific Highway McDonald's USA, LLC John R. Beebe, P.E. ` ) � � Kirkland, WA 93033 t_ 425-739-6051 Tigard, OR 97224 16200 Southwest Pacific Highway AER Engineers, Inc. M 6 Q aer123c@aol.com ❑ 14. Holiday scheduling. Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday Tigard, OR 97224 11155 120th Avenue N.E. a s % scheduling feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation. suite 200 0 M Kirkland,WA 98033 z Section 2: Interior Lighting and Power Calculation - - 425-139-6051 9 z A B D D ❑ 15. Exterior lighting controls. Lighting not designated for dusk to dawn operation shall be controlled by either a combination aer123@aol.com a, M of a photosensor and a time switch, or an astronomical time switch. Lighting designated for dusk-to-dawn operation shall be W> Area Category Floor Area Allowed Allowed Watts .d. r r_ (ft2) Watts/ft2 __ (B x C) controlled by an astronomical time switch ar photosensor. Section 2: Exterior Lighting Area/Surface Power Calculation o � s � W DiningiGust Sero(Common Space Types:Dining Area- Family Restaurant} 2051 2.1 4307 A B C D E F � � 'C p (Ceiling Height 9 ft.} ❑ 15. Tandem wiring. The following luminaires located within the same area shall be tandem wired: � V_ Cash Booth/KIch(Common Space Types:Food Pre aration) (Ceiling Height 38 1.07 41 Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed p 1. Fluorescent luminaires equipped with one, three or odd-numbered lamp configurations, that are recess-mounted within 10 Watts/ Wattage Watts Watts �ft.) feet center-ta-center of each other. uni# (B x C) i i i > Restrooms(Common Space Types:Restrooms) (Ceiling Height 9 ft.) __ __ . 315 0.82 258 2. Fluorescent luminaires equipped with one, three or any odd-numbered lamp configuration, that are pendant- or surface- � mounted within 1 foot edge- to-edge of each other. Main entry 3 ft of door width 3o Yes 90 33 AER ISSUED ON: 01.0&14 Total Allo�rded Watts- 4606 Other door (not main entry) 16 ft of door width 20 Yes 32c3 198 � Walkway< 10 feet wide 291 ft of walk�+vay length 1 Yes 291 33 tv >', ❑ 17. Medical task li htin or artlhista dis la li htin claimed to be exem t from com /!once has a control device _ ° p y p p Entry canopy 24 ft2 0.4 Yes 10 74 t . Section 3: Interior Lighting Fixture Schedule independent of the control of the nonexempt lighting. 0 Free standing/attached sales canopy 84 ft2 1 Yes 84 259 t ,;. ;. , A B C D E Illuminated length of facade wall or surface 76 ft 5 No 380 1070 Fixture ID : Description i Lamp I Wattage Per Lamp i Ballast Lamps/ #of Fixture (C X D) ❑ 18. Each dwellin unit in a building is metered separately. Drive-up windows/doors 2 windows or doors 400 No 800 66 ..:..... Fixture Fixtures Watt. Dnn a a.. !Gust. er . rn:. . . paq Tykes DRRng areaarnl; Restrant.21 s .ft LED Stam Pe Total Tradable Watts`= 795 597 p ndant: Type L1A: LED PAR 8W: 3 3 26 78 Total Allowed Watts= 1975 � � .�:: LED Farmhouse Pendant: Type L 1 b: LED PAR 8W: 3 5 26 130 Section 5: Compliance Statement **_ LED Recessed Downlight:Type L2: LED PAR 12W: 1 33 14 462 Total Allowed Supplemental Watts = 1300 d 12W5 LED Recessed Downlight(White):Type L2A: LED PAR 12W: 1 5 14 70 *Wattage tradeoffs are only allowed between tradable areaslsurfaces. _ N Compliance Statement., The proposed lighting design represented in this document is consistent with the building plans, specifications and **A supplemental allowance equal to 1300 watts may be applied toward compliance of both non-tradable and tradable areasisurfaces. 8 A LEQ Recessed Dovdnlight{Bkack}: Type L2B: LED PAR 12W: 1 7 14 98 other calculations submitted with this ermit a lication. The ra used li htin s stem has been des! ned to meet the 2010 Ore on Ener p Pp P p 9 g Y 9 9 9Y 'Q � LED Rectangular Double Accent: Type L2C: LED PAR 15W: 2 4 34 136 Efficiency Specialty Code requirements in COMcheckVersion 3.9.2 and to comply with the mandatory requirements in the Requirements 0- 0 LED Square Single Accent: Type L2D: LED PAR 15W: 1 3 17 51 Checklist. N A Section : Exterior Lighting Fixture Schedule a N LED Recessed Dawnlight(Anodi�ed}: Type L2E: LED PAR 12W: 1 3 14 112 h� � "' � & < a � . { Ji 2-- 4' %:': SP'�iC: LED Adjustable Wall Wash(White):Type L2F: LED PAR 12W: 1 6 14 84 >_ , ., ; , 4t�: A� �° A B C D E " „ :.:..:. .. _:.: >_ .:... ... s. ?- .... ....... ....... ... ..... .. . on eee a._. .. ....::: 7 wi, _ -- Fixture ID . Desc ion I La /Watt Per La /Ballast / e X _-- __- ri t' m a e m Lams #of Fixtur C D p 9 p a iK�t - p p ) ..Casts B oth.... c.t , o... n: T.. s Fo Pr _. C. Q S .ace _e vd e aratiorl`'�8 s .ft. p. ...... . . _ <.. yp:..... .::...:.:.... p..::..:::.:::::::.::...:.. . q : ) . ..:: Name Title Date 2x4 Troffer Type F3: 48 T8 32W: Premium efficiency: 3 1 106 106 -. • . W Festraoms :C m Z rim on: :.ac :T ems lestrooms 31 s ft. ,..., -_ . .p . yp . __ 4 .. _ - ... - -_ Pro ect Notes. a LED Recessed Downll ht. T e L2. LED PAR 12W. 1 14 f o. o th :T y{. g yp 14 196 Main eptr 3 t ,f do r wad ),; rad bl:':W. g Total Pro osed Watts= Project M Al2-402 -#10928 Wall Sconce 30W LED : T e S1: LED Other Fixture Unit28W: 1 1 33 33 .. < a P 1523 J {...._ .... ) yp 3 Site ID#. 36-t�Q98 :. m W other door not maul entr 10 ft of door width Tradabt Datta e .... ... ...... ....... ........... . .................. (..... .... .... . .....Y,al.. .O .. . 0 $ W ectlon : Re ulrement Checklist Wall Sconce(30W LED) Type S1 LED Other Fixture Unit 281111 1 6 33 198 Z a e4 W uJ aMv, .1 feet + :de :291 f of veal kwa len th Tradat le 11t atta a y.:::......... ...-... ..._:.... ....:............:..:..... y,..:..:.r� ...._..,, :: . . W W � e In the fallowing requirements, blank checkboxes identif r uirements that the a licant has not acknow/ed ed as bein mei Checkmarks Wall Sconce(30W LED}: Type S1. LED Other Fixture Unit 281!~1 .. __.._ _ .. . __ 1 _ ._.1__ -. 33 . . .. 33 . ... a = � Y Y AA q 9 .. rdentif r e u►rerrren is th a t thea f ow! rcant ac n e es are met or exce ed f y Q' rom cor trance. Plans reference a e/section identifies where u� tr an ' 2::<.. _ oda>:le. tta e. Ap pt nA A g 9 .... _.... the plansfspecs the requirrrrent can be verified as being satfsf/eco LED 4'Down Only Canopy Lts Type CL4D: LED Linear 8W 4 2 37 74 ° °"-v m oOu V 7� N F rye st rid�>n atta :hed sales clan ce , 84 ft2 T radabl e�l�l atta a ....> a, ..::. . ::.:: . ..g..:.. . :..::...... . .. ...:p3!( ... 3 .: .. ..:g. .. . .... ....-. __ _ __ _ _ _ ��oLo Lighting Wattage: _ _ _. _ __. __ v v c LED 4'Down Only Canopy Lts Type CLOD: LED Linear 8W 4 7 37 259 o ° v �, 5,s .:, .; : :..... •s. aav +� ❑ 1. v- Total ro osed watts m th .._ m � p p ust be less an ore ual to total allowed watts ,. , ... a m q Ileum/!luted ler th<of facade wait or surfaoe6 ft Nora tradable 111iatta e o v °'-v v 3' LED Down Only Arcade Lts: Type LED3D: (8.5WILF): LED Linear 8W: 3 1 28 28 v o.° L-v ai C°c Allowed Wattage: 4606 Proposed Wa tage: 1523 3' LED Up/Down Arcade Lts: Type LED3: (14W/LF): LED Other Fixture Unit 13W: 3 1 46 46 0 0 0 3 �9'o� �, Complies: YES 6' LED Up/Down Arcade Lts: Type LED& (14W/LF): LED Other Fixture Unit 13W: 6 6 92 552 0 � -§ u� 1I- a� 8, LED Down Only Arcade Lts: Type LED8D: (8.5WILF): LED Linear 8W: 8 2 75 150 0 _v.0 c.� Mandatary Requirements: 8 LED UplDov�rn Arcade Lts: Type LEQ3: (14WILF): LED Other Fixture Unit 13W: 3 2 123 246 0 = +, � v �'rm a ` LED U c ° o�- v � Onl Accent Lts: T e CL4LED: 11W : LED PAR 11W: 12 43 N O 3 v ❑ 2. Exit si ns. Internal/ illuminated exit si ns shall not exceed 5 watts er sld ..P..... .Y ............................ vp ... .........................( ..... .) ..... . ..... .. .�. ....... . �................... ................ . . ... ...... ... c v Y 9 p e. ° _+� c v-v Drl ' a wir)dovvsldodrs 2 wlrld0w5 or:cors on traria la Watta c ® o - ° ° `o ° ° ..................::. .. .::... . ::.: .. ........ .... .... . ..... ..... ....... .. ... . . ..... .... _ stv+. ° vc 3 Wall Sconce(30W LED): Type S1, LED Other Fixture Unit 28W: 1 2 33 66 '''' C " °a ° ❑ 3. Daylight zone control. All daylight zones are provided with individual controls that control the lights independent of ® E V o ;a E 4 Total Tradable Proposed Watts= 597 v c V c v I o general area lighting in the non-daylight zone. In all individual daylight zones larger than 350 sq.ft., automatic daylight controls v °c g te m is provided. Automatic daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent, and ® ,`o_��c c o , provide an automatic OFF control, while maintaining a uniform level of illumination. Contiguous daylight zones adjacent to Section 4. Requirements Checklist o -- V c+��° vm � vertical fenestration may be controlled by a single controlling device provided that they do not include zones faang more than � �o•� ° � v,o two adjacent cardinal orientations(i.e., north, east, south, west). Daylight zones under skylights shall be controlled separately In the following requirements, blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks ® m v V C 10 m from daylight zones adjacent to vertical fenestration. identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in C'v o E L U u the plans/specs the requirement can be verified as being satisfied. a�, �,t E a ❑ 4. Interior lighting controls. At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor Controls, Switching, and Wiring: � m�° 0 a-0 area and each area enclosed by walls or floor-to-ceiling partitions. The required controls are located within the area served by ❑ 1. Lighting designated to operate more than 2000 hours per year for Uncovered Parking Areas shall be equipped with .- 3 0- `o.o.v o the controls or are a remote switch that identifies the lights served and indicates their status. motion sensors that will reduce the luminaire power by thirty-three percent or turn off one-third the luminaires when no activity W ® 'a a c is detected. 0 o , til 0 V t ❑ 5. Sleeping unit controls. Master switch at entry to hotel/motel guest room. W F_ a.3,o c A Exterior Lighting Restrictions and Exceptions: a ❑ 2. Mercury vapor and incandescent lighting is not permitted fdr use as exterior lighting. ❑ 5. Egress lighting. Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to } 0 ❑ 3. Exempt lighting fixtures are equipped with a control device independent of the control of the nonexempt lighting and are } a o m W W) shut off during periods that the building space served by the means of egress is unoccupied. m o � W r identified in Seetivn 3 table above. g � W N N N ❑ 7. Additional controls. Each area that is required to have a manual control shall have additional controls that meet the X - Z W < Q Section 5: Compliance Statement a P A X o 0 requirements of Sections 505.2.2.1 and 505.2.2.2. N Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications ❑ 8. Light reduction controls. Each space required to have a manual control also allows for reducing the connected lighting and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 Oregon N load by at least 50 percent by either Energy Efficiency Specialty Code requirements in COMcheckVersion 3.9.2 and to comply with the mandatory requirements in the 9 1) controlling dimmin or multi-level switchin all luminaires or Requirements Checklist, g g) �fi r t< 2) dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps; ori o 3) switching the middle lamp luminaires independently of other lamps; or John R. Beebe, P.E. s. �? ? JSi�uel�l 8, 214 a --- - - } c3 4) switching each luminaire or each lamp. Name-Title � Date F _ - - - . > _ z LLJ '" a ❑ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas. Project Notes: J W This automatic control device shall function on either: LiJ Q 0 z Project#:A 12-402 -#10928 0 W 1) a scheduled basis, using time-of-day, with an independent program schedule that controls the interior lighting in areas site ID#: 36-0095 0 Q = 0 that do not exceed 10,000 square feet and are not more than one floor; or m a 2) an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space; or W D' -2 a 3) a signal from another control or alarm system that indicates the area is unoccupied. � Z 0 m **Exterior Ughitng P : 57% than code. c� a rX � iE ❑ 10. Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Z af E w o N p LTJ Q o W a J > 3 00 6 � $ ❑ 11. An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants z cr N 05 to leaving a space. M 0- z a o w p F W � � to ❑ 12. Additional controls. An occupant sensor control device that automatically turns lighting off within 30 minutes of all Z m 0 W _J o 0 occupants leaving a space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated � 0 U o I N = - 0 is installed in all storage and supply rooms up to 1000 square feet. F Mia Al2-402 - #10928 d z POEMS I � m DUAL POINT CONVERSION NOTES: 1. ADDITIONAL POWER FOR CREW MINI ORB AND SCANNER LOCATED UNDER FRONT COUNTER. SEE 216.04E1 AND ROUGH-IN SHEET FOR MORE INFO. INSTALLED BY POS PROVIDER/INSTALLER. 2. ADDITIONAL POWER FOR CUSTOMER ORB MONITOR INSTALLED AT FACE OF SOFFIT. SEE 216.05E1 AND ROUGH-IN SHEET FOR MORE INFO. BY POS PROVIDER/INSTALLER 3. RE-SEQUENCE MENU BOARDS PER DUAL POINT STANDARDS. PERFORMED BY KEI. 4. RE-SEQUENCE MENU BOARDS PER SEEQ DUAL POINT STANDARDS. PERFORMED BY KEI. 5. PICK-UP SHELF TO MATCH CBB CELL WITH ONE OF 12 APPROVED LAMINATE SELECTIONS. 6. PICK-UP SHELF TO MATCH SEEQ CORIAN SELECTION. 7. PICK-UP SHELF PROVIDED BY G.C. INSTALLED BY KEI. 8. SIGNAGE PACKAGE PROVIDED BY FRANKE AND INSTALLED BY KEI. 9. 3'-0" MINIMUM ADA SPACE IS REQUIRED FROM THE FIRST POS STATION TO THE PICK-UP SHELF 10. ORDER READY BOARD TO BE CENTERED ON PICK-UP SHELF. INSTALLED BY KEI. zo 11. ORDER HERE SIGN TO BE CENTERED IN MIDDLE OF ORDER AREA AS DIMENSIONED ON THESE PLANS. INSTALLED BY KEI. 12. NEW 36" ORDER ASSEMBLY SHELF RETROFIT PROVIDED BY FRANKE, INSTALLED BY KEI. °- 13. RECONFIGURE FRONT COUNTER EQUIPMENT AS SHOWN ON THESE PLANS. U 14. ONLY ADD RECEPTACLES UNDER THE FRONT COUNTER IF IT IS NEEDED, USE ALL AVAILABLE CIRCUITS FIRST, RELOCATING rn EXISTING CIRCUITS AS NECESSARY. o 15. REFER TO ROUGH-IN SHEET FOR UTILITY PENETRATION LOCATIONS IN FRONT COUNTER. 16. OPTIONAL SPACE SAVER ITEMS PROVIDED BY FRANKE, INSTALLED BY KEI. I 139-31' I a 0 CO2 DRIVEN KETCHUP DISP I w NAPKIN DISP 3'-1" 6'-10y2" g9-9 it CONDIMENT SODA HOLDER TOWER SII ! N I I POS II ¢ _ I 00 II I w N N x r N I I I g Q I I I POS ,o o COMBO I I 00 MACHINE II 1 O 11 N I I POS •- } LENDER I o w I (LIDS = � _j r I .IDS 0000 zo w w I (CONDIMENTS I Q Q a ICREAMER "� Q o I (COFFEE UC I (HAND CART I I SINK o EXISTING TO REMAIN I I 5SIL! I " n I ICUPSn ' I I - ' in OAS I ` I IRETROFIT II I COUNTERTO I I 5'-8y2" V STEAMER I I SOFFIT I AM o BUNL I I g Bp I I I O.J.I �Ile I I I I I � - I I II g 2,_11 is OVEN UNIVERSAL L- _----__ _ J TOASTER/TABLE �. I L -�- g o� TABLE oo ARCH � I g�I FRY 3-VAT LOV n DISP FRY STATION 14 1p WTR48 OVERHEADBBR FREEZER I ; -_ _-� 0000000 HOLDING TAND 0000000 OVERHEAD 24'_0374» FREEZER 4,_2y41l 3,-6„ 9,_4„ Se w D c� w�- Zma UJ= wE--- zEL V)N � � W o ¢ YO apN Q� r W z zLd } Y _'S W C'J z 0 z LL. x v J w a¢ Do- 00 ¢ o 04 O a ¢o W6 z m ry o _j o of ¢ o F- o (31fz o C) Q � w F- 00 w V) w a o F-- wo o z v-i 0 KITCHEN COVER SHEET 1 000 �Kl 0 1/4" _ 1'-p" z w KI 0 EXISTING EQUIPMENT 0 NEW EQUIPMENT RELOCATED EQUIPMENT I OPTIONAL EQUIPMENT N KITCHEN COVER SHEET I }- m 0 m V) w 0 I w I Q 129-0)/2» o I w 7.23 10.07 10.08 9.09 10.09 900.99 10.06 900.68 0 0 I I 900.51 _ I I 2.13 I I3.00 I I 900.51 ;n IJ 2.13 I I 3.00 900.51 I I 2.13 I I 3.00 r I 900.39 m Li II II a II w II a II II II II I I 216.05 EXISTING TO REMAIN I I 216.06 91604ofts I II L- yw ` `" i i 46.06 I I I I 44.77 I 900.43 900.44 122.26 I I I I _ 900.35 900.27 125.02 I I I 900.35 122.22 I900.27 9 .4 . I ;o I I I 2 -11)/4 3 -10 4,-2„ 13 -4„ I I I 1UEEEE 3 1L---------1----�25� L---------------- �24.01j 20.00 ►� g' V 65.36 179.14 179.09 o 0 u III I 1 I I 0 0 0 0 0 0 0 I I I 1 I I I I u I 0000000 N �M 25 24'-0%to 4'-2)/409 31 _610 99-431 w� mam wF-- Za_ (nC-4 gmUZ :2 �\ W H: � V) W \ Q Y0 apN �o Q r 0 w Z Z W Y _ w N z V z LL. V J x w CL Ld I o w 0 O 0 Z O 04 o N Q Q w a- W P w a O tZ 0 x Z O Q z F o0 F U w x o z _ w O F I-- o to 0 KITCHEN EQUIPMENT PLAN j 000 2. 1/40 = i'-p" Z w K 2 ,, 0 EXISTING EQUIPMENT 0 NEW EQUIPMENT RELOCATED EQUIPMENT OPTIONAL EQUIPMENT N KITCHEN PLAN I � =°��dco ac art "E= �9 q�went EQUIPMENT SCHEDULE R �Relocated E ui snt ITEM # OPT QTY DESCRIPTION MANUFACTURER MODEL # UL # NSF # FURNISHED GENERAL REMARKS SPECIAL REMARKS 2.13 - 3 UNDERCOUNTER PRINTER BASKET FRANKE 18005338 - - FRANKE MOUNTS UNDER FRONT COUNTER - 3.00 - 3 CASH DRAWER SHELF FRANKE 18003739 - 2 FRANKE LOCATED UNDER FRONT COUNTER - 12'-0" SELF-SERVE BEVERAGE STATION- R-L 7.23 _ 1 FLOW - 38" & 60" TROUGH FRANKE FS00853 - 2 FRANKE (2) ED250 SODA TOWERS - 9.09 - 1 UTILITY CHASE - ICE MAKER ON TOWER VERSION FRANKE 4"x4" - 2 FRANKE CONCEALS WATER AND CONDENSING UNIT LINES - 10.06 - 1 NAPKIN DISPENSER GEORGIA PACIFIC - - 2 FRANKE (1) STANDARD, (1) OPTIONAL - 10.07 - 1 CO2 DRIVEN KETCHUP DISPENSERS PERFECTION MCD-2 - 2 FRANKE W/ (2) DISPENSERS, (2) PRODUCT SADDLES, _ REGULATOR, PUMP & CIP KIT 10.08 - 1 COUNTERTOP LID DISPENSER 2W x 2H ACRY FAB LSC-2x2-4L - 2 FRANKE FOR COLD CUPS, LOCATED ON SSBB 10.09 - 1 VERTICAL CONDIMENT HOLDER FRANKE 18005282 - 2 FRANKE - - 20.00 - 1 AUTOMATED BEVERAGE SYSTEM IMI CORNELIUS 561299995 - - FRANKE INSTALLATION KIT INCLUDES STAINLESS STEEL _ U CHASE & DATA LINE V) 24.01--- - 1 ORANGE JUICE DISPENSER TAYLOR C009 - 18 FRANKE - - w D 44.77 - 1 ORDER ASSEMBLY STAND OVERSHELF RETROFIT - FRANKE 18007245 - 2 FRANKE MOUNTS TO EXISTING CABINET/STAND - 36 WIDE 46.06 - 1 CUP DISPENSER - 4 PLACE - VERTICAL FRANKE FS00875N - 2 FRANKE - - 65.36 - 1 3-VAT LOV FRYER - GAS - F/F/F HENNY PENNY LVG-203 E30993 4 FRANKE - - 122.22 - 1 UNIVERSAL TOASTER - PIN & SLEEVE ANTUNES UTX-200 - 4 KES - - 122.23 - 1 CLUB TOASTER - PIN & SLEEVE ANTUNES CTX-200 - 4 KES - - 122.26 - 1 50" TOASTER TABLE W/ POWER FRANKE 18004721 - - FRANKE POWER OUTLETS FOR STEAMER AND BUN TOASTER - 125.02 - 1 COUNTERTOP STEAMER ANTUNES SS-400TT - 4 FRANKE - - 179.09 - 1 REFRIGERATOR - BOTTLED BEVERAGE FRANKE FS00869 - 7 FRANKE - - 179.14 - 1 BOTTLED BEVERAGE REFRIGERATOR STAND FRANKE 18002223 - 7 FRANKE STAND ONLY - REFRIGERATOR SOLD SEPERATLY - 216.04 - 1 ORB MONITOR (MINI) & SCANNER BY OWNER BY OWNER OEM - OWNER - - 216.05 - 1 ORB MONITOR BY OWNER BY OWNER OEM - OWNER - - I 216.06 - 1 "ORDER HERE" & "PICK-UP HERE" SIGN SET WITH BR METAL DPCS - - FRANKE - - HARDWARE TECHNOLOGY 701.08 - 2 3" FLOOR SINK - 1/2 GRATE GC - - - GC - I Q 900.27 R 2 RELOCATED ECONOMY OEP BOX EXISTING - - - RELOCATED EXISTING EQUIPMENT RELOCATED BY G.C. - 0 900.35 R 2 RELOCATED Q'ING OVEN EXISTING - - - RELOCATED EXISTING EQUIPMENT RELOCATED BY G.C. - 900.39 R 1 RELOCATED FRONT COUNTER EQUIPMENT EXISTING - - - RELOCATED EXISTING EQUIPMENT RELOCATED BY G.C. - 900.43 R 1 RELOCATED Q'ING OVEN TABLE EXISTING - - - RELOCATED EXISTING EQUIPMENT RELOCATED BY G.C. - I > 900.44 R 1 RELOCATED BUN BOX EXISTING - - - RELOCATED EXISTING EQUIPMENT RELOCATED BY G.C. - w 900.46 R 2 RELOCATED/REDESIGNED KVS SYSTEM OWNER - - - RELOCATED KVS SYSTEM TO BE RELOCATED/REDESIGNED BY - KVS/POS COMPANY 900.51 R 3 RELOCATED/REDESIGNED POS SYSTEM OWNER - - - RELOCATED POS SYSTEM TO BE RELOCATED/REDESIGNED BY _ POS COMPANY 900.68 R 1 RELOCATED SODA TOWER EXISTING - - - RELOCATED EXISTING EQUIPMENT RELOCATED BY G.C. - 900.99 1 R 1 1 IRELOCATED ICE MACHINE EXISTING - - - I RELOCATED 1EXISTING EQUIPMENT RELOCATED BY G.C. - B _ x VIF Verify>n Field ELECTRICAL SCHEDULE B Junction Bax EC �Electrical Controctor ITEM # TAG # QTY DESCRIPTION VOLT/PHASE AMPS HP RECEPT TYPE BRKR SIZE COND / WIRE HGT AFF SPECIAL REMARKS 20.00 020.00E1 1 AUTOMATED BEVERAGE SYSTEM 120/1 5.0 - 5-20R 20A 1/2"C-2#1 2 29-0" FOR SODA TOWER - POWER FROM SAME PHASE AS POS EQUIPMENT (NOT IG). 20.00 020.00E2 1 AUTOMATED BEVERAGE SYSTEM 120/1 14.9 - 5-20R - 1/2"C-2#12 3'-10" FOR PRE-COOLER. 24.01 024.01E1 1 ORANGE JUICE DISPENSER 120/1 10.0 - BY KES 20A 1/2"C-2#1 2 SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN PRESENTERS BOOTH CHASE 65.36 065.36E1 1 13-VAT LOV FRYER - GAS - F/F/F 120/1 12.0 - BY KES 20A 1/2-C-2#1 2 SEE RMKS FOR FRYERCONTROLS/FILTER PUMP AND FAN m N TERLOCK IF PRINCE CASTLE TOASTER IS USED, EC TO 122.22 122.22E1 1 UNIVERSAL TOASTER - PIN & SLEEVE 208/3 24.0 - SEE RMKS 30A 1/2"C-3#10 5'-6" COORDINATE CORRECT CIRCUIT WITH KES SUPPLIED Q CORDSET. PLUG a PLUGS INTO OVERHEAD RECEPTACLE # 33006W(B) 122.23 122.23E1 1 CLUB TOASTER - PIN & SLEEVE 208/1 13.9 - SEE RMKS 30A 1/2"C-2#10 5'-6" PROVIDED BY KES- HEIGHT TO BOTTOM OF a RECEPTACLE PLUGS INTO OVERHEAD RECEPTACLE # 33006W(B) 122.26 122.26E1 1 50 TOASTER TABLE W/ POWER - PIN & SLEEVE 208/1 24.0 - SEE RMKS 30A 1/2"C-2#1 0 50-6" PROVIDED BY KES- HEIGHT TO BOTTOM OFi RECEPTACLE PLUGS INTO OVERHEAD RECEPTACLE # 330P6W 125.02 125.02E1 1 COUNTERTOP STEAMER 208/1 23.0 SEE RMKS 30A 1/2"C-2#10 5'-6" PROVIDED BY KES- HEIGHT TO BOTTOM OF RECEPTACLE 179.09 179.09E1 1 REFRIGERATOR-BOTTLED BEVERAGE 120/1 3.0 - 5-20R 20A 1/2"C-2#1 2 7-6" - 216.04 216.04E1 1 ORB MONITOR (MINI) & SCANNER 120/1 ISOLATED 1.5 EA - 5-15R IG4700 20A 1/2"C-2#121G 1'-6" - < 216.05 216.05E1 1 ORB MONITOR 120/1 ISOLATED 1.5 EA - L5-15R IG4700 20A 1/2-C-2#1 21G FLUSH ON _ CEILING 900.27 900.27E1 2 RELOCATED ECONOMY OEP BOX - - _ _ _ _ _ GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED 900.35 900.35E1 2 RELOCATED Q'ING OVEN - - - - - - - GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED _ 900.46 900.46E1 2 RELOCATED/REDESIGNED KVS SYSTEM VERIFY VERIFY VERIFY KVS/POS INSTALLER TO USE DED CIRCUIT/DATA 900.51 900.51 E1 3 RELOCATED REDESIGNED POS SYSTEM VERIFY VERIFY - VERIFY - _ _ POS INSTALLER TO USE DED CIRCUIT AND/OR DATA RELOCATED/REDESIGNED # 9.14 IF SUPPLIED F 900.68 900.68E1 1 RELOCATED SODA TOWER TO VERIFY AND REWORK ALL EXISTING UTILITIES ' AS REQUIRED 900.99 1 900.99E1 1 RELOCATED ICE MACHINE - _ _ _ _ _ _ GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED "F=YerifyFieldFieldPLUMBING SCHEDULE PC =Plumbing Contractor ITEM # TAG # QTY DESCRIPTION TYPE GAS BTU GAS SIZE HOT WATER COLD WATER MISC PLUMBING HGT AFF DRAIN REQUIREMENTS AND REMARKS , DN CHASE FROM BULK CO2 - IF NO CHASE RUN IN 10.07 010.07P1 1 CO2 DRIVEN KETCHUP DISPENSERS - - - - - 3/8" CO2 SEE RMKS - 2"COND TO JB -BSI TO CONN CO2 LINE PER LOCAL CODES 20.00 020.00P1 1 AUTOMATED BEVERAGE SYSTEM - - - - - - - FLOOR SINK - 20.00 020.00P2 1 AUTOMATED BEVERAGE SYSTEM - _ _ _ _ 6" PVC SEE RMKS _ ABOVE CEILING FROM SODA SYSTEM - TERMINATE AT CONDUIT CHASE 20.00 020.00P3 1 AUTOMATED BEVERAGE SYSTEM - - - - - SODA BUNDLE SEE RMKS - DN CHASE FROM SODA SYSTEM - "T" FROM D/T - BSI TO MAKE FINAL CONNECTIONS PER LOCAL CODES DN CHASE FROM SODA TOWER CW LINE W/ >- o Q w 24.01 024.01 P1 1 ORANGE JUICE DISPENSER - - - - 1/2" FLTR - SEE RMKS - RECIRC/CHIILED INSULATED BUNDLE-BSI CONN °0= wI_ Q (N CWLINE,LOCAL CODES PERMITTING _j 0 <�- cv 65.36 065.36P1 1 3-VAT LOV FRYER - GAS - F/F/F - 225,000 1 - - - _ - EXTEND 1 GAS LINE DN CHASE AFTER EQUIPMENT n ITEM(S) INSTALLEDQ y p o N 125.02 125.02P1 1 COUNTERTOP STEAMER - - - - 3/8" R.O. - SEE RMKS - BSI EXTENDS CW LINE FROM R.O. SYSTEM & TERM. a W/QUICK DISCONN. 701.08 701.08P1 2 3" FLOOR SINK - 1/2 GRATE - - - - - 2" VENT - 3" DRAIN - 900.68 900.68P1 1 RELOCATED SODA TOWER - _ _ _ _ _ _ _ GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED 900.99 900.99P1 3 RELOCATED ICE MACHINE - _ _ _ _ _ _ _ GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED 0 w z z w Y _ w N z v z X U x W d LLJ 0 ixV) Q ry 00 Q 0 O z p rn H_ civ w a w N cD o w o J ry o QEL o w o 00 w � �z F - � U w of o z �`' O I- in in o KITCHEN SCHEDULES 1 000 K Z. �No SCALE z W n SCHEDULES I � m RECONFIGURE MENUBOARDS PER RONT COUNTER SOFFIT NEW I.G. TWIST-LOK RONT COUNTER SOFFIT DUAL POINT RECEPTACLE FOR ORB STANDARDS. (VERIFY LOCATION IN CEILING) pr_y.,,—.m._.mi}I Rm„a,m.®.mm.ylr--,�._.�.,....@ i ------1 @ m��men��_ 1 _�� a�mm��m�pIr—_.w...,�,..._._,-- Z TI I 1} pE I @ E I I I E E E E E E I }E 11E @1E @11 1@} E I I E E E E III }@ @ E I fY Q i it E I I I I E I 11 III 911 READY 91a__1�_�__E___�_� __E E-_X11 II Q NEW PICK-UP J I I} 19 911 PIE III Ppj_� m_E__E__ _-�®� �_€_ E19 11 }} tUT'LOR }I} @1 BOARD @1I I E E 1 ! E E I II E 1 I @ I I I— I I I E E @ NAl10NAL PROVO B }LOCIL PROMOp pNATL PR01101 I 2'a I--»� �� tt,�� #�� NA710NAL PROMO OR x _ 14—� _�1L®� ?_J L_®?'mm@I"__m �� g� m...� _ X11 I U > » �, SHELF 1 II IILOCAL PRp10@1}NATt PROMOII} SALADpBI 11F�StRT 2'pEI 4 �.6 � �� I�� a��R e ill OR I mmm�-�mmmmmLm��mmmmL-mmmmmmla mRDou Iu�' �� j Q 6 —11 7 —0 3„ i it Ie_x�D�m �m� �?�mm_ � ImLmmm� �ln_mm��--- A ------.a®m®��LDa�L�a Iu r�oaj� mamm mmmmmm-ammmmm_-�mmmmm mm_m_� mmmm-�m mmmmm-am—mmmmm—m mm- �- ORDER AREA PICK-UP AREA10 z i it li 3'-8y2" .N ® 2„ 2._8„ 2,_$„ , 3'_$�2» 3'_O,/2►► 0 I-------- --- I- --1 -- ` Q z "N ® a a a I 4r--ln 1 Ir 11 -� a W I hl n R 1I 1 ' x I--- >� = ADA HOLD ioQ Ii -T---�� ply—JI .. . IL J1 G_��a i o- I IL 1� 4i01f e e _ IF - 1 Imm�l Q 1 1 1 �`j 1 Jul 1} }1rrr: JI 8 CV W I mm� I s®Tco Q I 1 I ��i I 1 M EII ; x 991 191 E 191 119 F— "I � � I 1 �� Y VII■1 II Ir >� Ily_I fT�"11 i U — II�� E @l Elm�l zJ J "° I m II U I• I srortwa� W } }} lid Lu I I w�a, V'1�1�"� O LLJ _ U I E I9 R ORB x 1 �FltY G I a m II IR E 1 1 Am JNaQ D U' •N WORKTOP e sri m I E C9 STAl10N IR I@ E E I Z Z � EFRIGERATO 1 I# I I E ____ } Z ILu N W V— I I I I9 6E ®�®m_EI zin 14 L I elm >s U NFi w _ __' y U PRESENT ORDERING4'-8" 3'-10" 5'-1" AKE INDAE ORB COMPUTER 2" 12- 01 _OUTLET V.I.F. 3,-4„ J. 15,_3Y4„ 5,_3Y2„ USEABLE FRONT COUNTER SPACE 13'-11" LOCATION FOR USEABLE UNDERCOUNTER SPACE ORB COMPUTER FRONT COUNTEI ELEVATION CUSTOMER VIESV FRONT COU N TER ELEVATION CREW VIEW CEN TER I SLAN D ELEVATI ON 2 3 w I ~a 0 I w NEW PICK—UP HERE SIGN NEW ORDER READY BOARD NEW PICK—UP y_6 SHELF (OOUNTER TOP ar 3�0 I . A r4--\� HQD) I m W FRONT COUNTER SECTION @ PICK UP PSHELF ¢ 2. a w a m *0 L E M (4 N a o R o E00 .; E ¢ V) 0 V g W F_ V W W F 0 LL cy- 0� pff? W W w m= z NN rn �: �� V w Q YO ¢pN Q� 0 w z z } Y 3_ N z U z LL_ X U X W W I o t3 Q ry 00 Q 0 0 z rn N ¢ ¢ O c� W 0 z aLLJ o J o ¢ O � w o IX o F O W i= I"- 17 ` O z (n O 000 O Z H- 2W 0 EXISTING EQUIPMENT 0 NEW EQUIPMENT RELOCATED EQUIPMENT I OPTIONAL EQUIPMENT z K 2 ` cn ELEVATIONS & DETAILS I m 0 U W 0 I GENERAL ELECTRICAL NOTES ELECTRICAL SYMBOL LEGEND biI INSTALLATION METHODS SYMBOL/ABBR. DESCiIPTION Q 0 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED, LICENSED ELECTRICIAN IN ACCORDANCE WITH ALL APPLICABLE ED ELECTRICAL ROUGH-IN NUMBER NATIONAL, STATE AND LOCAL CODES. 2. ALL ELECTRICAL WORK SHALL BE INSTALLED IN A NEAT, PROFESSIONAL, AND WORKMAN LIKE MANNER. FINAL INSTALLATION DUPLEX CONVENIENCE OUTLET I > Lu ALL BE COMPLETE, SAFE AND CODE COMPLIANT. 3. EXTENSION CORDS SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. QUADRAPLEX CONVENIENCE OUTLET 4. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE NEW, "UL" LISTED AND LABELED. JUNCTION BOX - WALL OR CEILING 5. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF WALL FINISH. THE EC SHALL MAKE NECESSARY DIMENSIONAL 0 MOUNTED ALLOWANCES. ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTACLE UNLESS SPECIFICALLY NOTED PLUMBING SYMBOL LEGEND OTHERWISE, � SPECIAL PURPOSE OUTLET 6. ALL J-BOXES, DCOS, AND OTHER ELECTRICAL DEVICES SHOWN SHALL BE RECESSED MOUNTED INTO A WALL, FLOOR OR SYMBOL/ABBR. DESCIIPTION CEILING UNLESS SPECIFICALLY NOTED OTHERWISE. 7. ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN AND SLEEVE TYPES) SHALL BE FURNISHED BY THE EC. THE ® ISOLATED GROUND OUTLET #### I RD PLUMBING ROUGH-IN NUMBER RECEPTACLES, INCLUDING SAID PIN AND SLEEVE TYPE RECEPTACLES, SHALL BE INSTALLED BY THE EC. O BEVERAGE/SODA CONDUIT 8. EC SHALL PROVIDE AND INSTALL STAINLESS STEEL COVER PLATES ON ALL RECEPTACLES AND J-BOXES. ADDITIONALLY, EC 4 NON-FUSED DISCONNECT SWITCH ® REFRIGERATION LINE SHALL PROVIDE AND INSTALL ORANGE NYLON COVER PLATES MARKED "COMPUTER ONLY" ON ALL ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLES. PURCHASE PJ8CO (ONE DUPLEX) OR PJ82CO (TWO DUPLEX) FROM HUBBELL. EXHAUST DUCT 701.08 P1 FLOOR SINK 9. EC SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL CONTRACTOR AND GC FOR FINAL LOCATIONS AND A AMPERES EO CONNECTION REQUIREMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF ANY CONDUIT AND/OR STUB-UP LOCATIONS. ACM AREA CONSTRUCTION MANAGER 10. CEILING MOUNTED ECONOMY OEP BOXES ARE FURNISHED BY McDONALD'S, AND INSTALLED BY THE GC. CORD AND PLUG SET - 701.10 P1 FLOOR DRAIN FURNISHED BY THE KES ARE TO BE INSTALLED BY THE EC. AFF ABOVE FINISHED FLOOR 11. FOR GRILLS, FRYERS AND ANSUL SYSTEMS, EC SHALL EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO BFC BELOW FINISHED CEILING HOSE BIBB TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS TO TERMINAL BLOCKS PER JURISDICTION HAVING AUTHORITY. m 12. ALL HOLES IN THE FRONT COUNTER FOR THE POS CORDS AND CABLES SHALL BE LOCATED BY OWNER AND DRILLED BY GC. CBB CIRCUIT BREAKER (s) EXHAUST DUCT 0 w 13. ALL ELECTRICAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USING ONLY THE TERMINAL SCREWS. RECEPTACLE CCT CIRCUIT ACM AREA CONSTRUCTION MANAGER a BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED. w 14. POWER AND CONTROL CORDS ARE FURNISHED WITH KITCHEN APPLIANCES. THE EC SHALL CONNECT CORD SETS TO DCO DUPLEX CONVENIENCE OUTLET AFF ABOVE FINISHED FLOOR a APPLIANCES AS REQUIRED PER JURISDICTION HAVING AUTHORITY. GFC/GFCI GROUND FAULT CIRCUIT INTERUPTER BFC BELOW FINISHED CEILING 15. NON-METALLIC SHEATHED CABLE (ROMEX, NM, NMC, & NMS), ARMORED CABLE TYPE AC (BX) AND ELECTRICAL GRD GROUND BSI BEVERAGE SYSTEM INSTALLER NON-METALLIC TUBING, TYPE ENT SHALL NOT BE USED AS WIRING METHODS. ci 16. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS JB JUNCTION BOX CO CLEAN-OUT OTHERWISE NOTED. WIRE INSTALLED UNDERSLAB SHALL BE THW. ALL HOME RUNS SHALL BE SIZED BY THE EC ACCORDING TO THE NEC. KW KILOWATT EC ELECTIRICAL CONTRACTOR 17. ALL WIRING SHALL BE INSTALLED IN RACEWAYS CONSISTING OF THE FOLLOWING MATERIAL: yw ►� -METALLIC: EMT, IMC HEAVY-WALL CONDUIT. (AS PERMITTED BY LOCAL CODES) GC GENERAL CONTRACTOR GC GENENAL CONTRACTOR -METAL CLAD CABLE - MAX. 6' LENGTHS FOR LIGHTING ONLY (AS PERMITTED BY LOCAL CODES) KES KITCHEN EQUIPMENT SUPPLIER (FRANKE) KES KITCHEN EQUIPMENT SUPPLIER (FRANKE) 18. EQUIPMENT REQUIRING ELECTRICAL POWER TO OPERATE,(FINAL CONN ECTION,WIRING,HOOK-UP,ETC.)SHALL BE DONE BY THE EC ELECTRICAL CONTRACTOR PC PLUMBING CONTRACTOR ELECTRICAL CONTRACTOR. 19. THE ENTIRE REFRIGERATION SYSTEM SHALL BE WIRED AND CONNECTED BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE KITCHEN EQUIPMENT SUPPLIER. ROUGH-INS GENERAL PLUMBING NOTES GENERAL MECHANICAL NOTES NEW & RELOCATED KITCHEN E UIPMENT 1. ALL ELECTRICAL ROUGH-INS SHOWN ON THIS PLAN SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE CIRCUIT CONDUCTORS AND SIZED PER NEC. INSTALLATION METHODSINSTALLATION METHODS Jill 2. ROUGH-INS FOR EXISTING EQUIPMENT TO REMAIN ARE NOT SHOWN ON THIS PLAN. FOR EACH JOB, EC TO VERIFY WITH 1. ALL WORK SHALL BE PERFORMED BY A QUALIFIED, LICENSED PLUMBER IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES AND ACCEPTABLE TO THE AUTHORITY HAVING 2 OWNER/OPERATOR OR STORE MANAGER/McD PROJECT MANAGER/KES WHICH EXISTING EQUIPMENT WILL REMAIN AND IF IT WILL BE AND LOCAL CODES. JURISDICTION. IIfg I RELOCATED. 2. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND/OR THE MANUFACTURERS INSTALLATION 2. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR TO INSTALLATION. VAI g. 3. OEP BOXES SHALL BE LOCATED DIRECTLY OVER KITCHEN EQUIPMENT. THEY SHALL NOT REMAIN OR BE PLACED OVER AISLES. INSTRUCTIONS. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND/OR THE MANUFACTURERS INSTALLATION 4. OEP CORD LENGTHS SHALL BE ADJUSTED TO PREVENT THEM FROM IMPEDING PREPLINE FUNCTION AND TO PREVENT CONTACT 3. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THAN 45 WHERE MORE THAN ONE CHANGE OF INSTRUCTIONS. WITH ANY HOT SURFACES THAT WILL DAMAGE CORDS OR PLUGS. DIRECTION OCCURS IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 4. ALL PENETRATIONS OF FIRE-RATED WALLS SHALL BE FIRESTOPPED WITH AN APPROVED AND LISTED FIRESTOPPING SYSTEM. 4. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. CONTRACTOR SHA STUDY THE MECHANICAL ROUGH-IN PLAN PREPARED BY McD'S PRIOR TO INSTALLING ANY ACCESS TO THE CLEANOUTS SHALL BE PROVIDED. 5. THE GENERAL CON TOR LL ST NIC H ELECTRICAL PANELS 5. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, BASES, SLAB POURING, ERECTING UTILITY CHASES OR PROVIDING FOR ANY INSTALLATION CONNECTED WITH THE INSTALLATION EQUIPMENT. - 1. THE EC SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS CHANGED BY THIS PROJECT. 6. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED AGAINST DRYING OUT EITHER THROUGH THE 6. THE MECHANICAL CONTRACTORS ARE TO STUDY ALL FIXTURE LEGENDS ON ALL SHEETS AND ALL RELATED DETAILS BEFORE INSTALLATION OF A TRAP PRIMER OR PROSET TRAP GUARD. 2. EC IS RESPONSIBLE TO VERIFY SUBPANEL'S CAPACITY TO HANDLE ANY NEW OR RELOCATED LOADS FOR THE REMODEL, PRIOR PROCEEDING WITH ANY ROUGH-IN WORK. El 1 64 TO PERFORMING ANY WORK. 7. ALL PLUMBING WORK PERFORMED SHALL BE PERFORMED IN A NEAT, PROFESSIONAL, AND WORKMAN LIKE MANNER. FINAL 7. ALL MECHANICAL WORK PERFORMED SHALL BE PERFORMED IN A NEAT, PROFESSIONAL, AND WORKMAN LIKE MANNER. FINAL 3. EC IS RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL CIRCUIT BREAKERS ADDED, REMOVED, OR INSTALLATION SHALL BE COMPLETE, SAFE AND CODE COMPLIANT. INSTALLATION SHALL BE COMPLETE, SAFE AND CODE COMPLIANT. RELOCATED BY THIS PROJECT. NEW PANELS SHALL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY. ANY CHANGE TO ANY EXISTING PANEL WILL REQUIRE THE PANEL DIRECTORY TO BE UPDATED IN THE METHOD DESCRIBED ABOVE TO ACCURATELY REFLECT ITS NOTES CURRENT STATE. 1. ALL WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER, G.C., ALL SUBCONTRACTORS, COMMERCIAL KITCHEN EXHAUST SYSTEMS 4. EC SHALL PROVIDE ELECTRICAL SERVICE TO EQUIPMENT MOUNTED BREAKER PANEL. FRANKE, AND THE DECOR PACKAGE SUPPLIER & INSTALLER. 1. ALL METAL DUCTWORK USED FOR THE CONVEYANCE OF GREASE-LADEN AIR SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE 5. IF THE PREP LINE/CENTER ISLAND TABLE ALLOWS THE RE-USE OF THE EXISTING 150A CENTER ISLAND PANEL, IF POSSIBLE, 2. THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS, AND CONNECTS ALL FLEXIBLE WATER AND SYRUP LINES FOR ALL STAINLESS STEEL OR 16 GAUGE CARBON STEEL. REPLACE CIRCUIT BREAKERS IN CENTER ISLAND DISTRIBUTION PANEL WITH 22,000 AIC RATED BREAKERS OR ADD A CURRENT LIMITING AFFECTED EQUIPMENT INCLUDING THE FOLLOWING: o 2. ALL GREASE EXHAUST DUCTWORK JOINTS SHALL BE EITHER TELESCOPING OR BELL TYPE. BUTT-WELDED JOINTS ARE PROHIBITED. >- QwM DEVICE INTO THE CENTER ISLAND FEEDER CIRCUIT THAT WILL LIMIT THE FAULT CURRENT TO LESS THAN 10,000A OR REPLACE THE A. HOT CHOCOLATE 3. ACCESS PANELS SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION OF THE GREASE EXHAUST DUCTWORK SYSTEM. ACCESS mz w Z� N FEEDER BREAKER WITH A BREAKER THAT IS SERIES RATED WITH THE BREAKERS IN THE CENTER ISLAND PANEL. B. COFFEE MACHINES 5 a z C. ICE MACHINES PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE INSULATION MANUFACTURERS INSTALLATION INSTRUCTIONS AND SHALL BE a LIGHTING D. ORANGE JUICE LABELED AS FOLLOWS: "ACCESS PANEL - DO NOT OBSTRUCT" Q y oN 4. ANY MODIFICATIONS OF EXISTING KITCHEN EXHAUST HOODS, EXHAUST FANS AND CARBON STEEL DUCTWORK ARE TO BE MADE IN r 1. EC SHALL FIELD VERIFY THAT LIGHT FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A E. SODA TOWERS ACCORDANCE WITH THE MOST RECENT EDITION OF NEPA-96, STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION OF COMMERCIAL DISCREPANCY IS FOUND, THE EC SHALL RELOCATE LIGHT FIXTURES AFFECTED BY THIS PROJECT TO ACCOMMODATE EQUIPMENT WHILE 3. ALL WATER HEATERS INSTALLED IN McDONALD S RESTAURANTS SHALL BE HIGH EFFICIENCY SEALED-COMBUSTION WATER COOKING OPERATIONS. THIS INCLUDES: CLEARANCES TO COMBUSTIBLE MATERIALS, FIRE CHASES/FIRE WRAPS, DISCHARGE POINT OF MAINTAINING A UNIFORM LIGHTING PATTERN. TO ACCOMPLISH UNIFORMITY, NEW FIXTURES MAY NEED TO BE ADDED. NEW FIXTURES HEATERS. THE INSTALLATION OF STANDARD EFFICIENCY GRAVITY VENTED WATER HEATERS IS PROHIBITED. EXHAUST IN RELATION TO FRESH AIR INTAKES, WALLS AND ADJACENT BUILDINGS, ETC. _ SHALL BE OF SIMILAR TYPE TO EXISTING FIXTURES. IN ANY CASE, A LIGHTING LEVEL OF 50 FOOTCANDLES IS THE REQUIRED MINIMUM IN 4. THE AREA CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND FRANKE SHALL COORDINATE WHICH 3-COMPARTMENT SINK IS 5. ANY ANSUL R-101 OR R-102 FIRE SUPPRESSION SYSTEMS THAT ARE ENCOUNTERED ARE TO BE REPLACED WITH ANSUL THE KITCHEN AREA. BEING INSTALLED IN THE RESTAURANT. NOTE: THE INSTALLATION OF A POWER SOAK SINK REQUIRES A LARGER WATER HEATER THAN THE UL-300 SYSTEMS. (ANSUL IS NO LONGER SUPPORTING R-101 AND R-102 FIRE SUPPRESSION SYSTEMS.) STANDARD 3-COMPARTMENT SINK. ABANDONED CONDUITS f WIRING 5. ALL DIMENSIONS SHOWN ARE SURFACE FINISH TO SURFACE FINISH. PC TO MAKE ALL NECESSARY ALLOWANCES TO HOLD SHOWN 6. RELOCATE ANY HVAC SUPPLY DIFFUSERS THAT INTERFERE WITH THE CAPTURE OF COOKING VAPORS AT EXHAUST HOODS OR DISCHARGE AIR DIRECTLY ONTO HEATED SURFACES. (DIFFUSERS SHOULD BE POSITIONED OVER AISLES AND TO THE SIDES OF EXHAUST 1. ABANDONED WORK: CUT, REMOVE RACEWAY 2 INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTION AND ABANDON DIMENSIONS. DIMENSIONS SHOWING THE LOCATION OF DRAINS AND FLOOR SINKS ARE CENTERLINE DIMENSIONS. HOODS.) REMAINING RACEWAY IN PLACE. CAP AND PATCH SURFACE TO MATCH EXISTING FINISH. DE-TERMINATE AND REMOVE ALL UNUSED 6. 7. PROVIDE AN "AIR BALANCE" OF THE RESTAURANT IF THE TOTAL AMOUNT OF AIR EXHAUSTED IS REVISED DUE TO CHANGES IN WIRING. THE COOKING APPLIANCES PRESENT. (A THREE-VAT FRYER IS INSTALLED IN THE PLACE OF A TWO-VAT FRYER NATURAL GAS SYSTEMS (IF APPLICABLE) ) w 1. ALL GAS PIPING FOR COOKING EQUIPMENT SHALL TERMINATE IN THE CEILING PRIOR TO THE INSTALLATION OF THE PIPING CHASE. 8. ALL CARBON STEEL DUCTWORK TO BE SIZED TO PROVIDE A MINIMUM TRANSPORT VELOCITY OF 1500 FPM AND A MAXIMUM OF Z POS EQUIPMENT WIRING (POINT OF SALE - COMPUTERS, MONITORS, KVS MONITORS, PRINTERS, ETC.) UPON INSTALLATION OF THE CHASE, THE GAS PIPING SHALL THEN BE CONTINUED IN THE CHASE FOR THE FINAL CONNECTION TO THE 2100 FPM. W = 1. ALL NEW ELECTRICAL CIRCUITS FOR ANY POS EQUIPMENT SHALL BE OF THE ISOLATED GROUND/DEDICATED CIRCUIT TYPE. APPLIANCE. 9. EQUIPMENT VENTILATOR WIRING IS TO AN INTERLOCK SYSTEM PROVIDED AS PER McDONALD S SPECIFICATIONS. Z U 2. ALL POS CIRCUITS SHALL BE POWERED FROM THE SAME PHASE (TYPICALLY PHASE C) 2. ALL GAS PIPING, WATER HEATER VENTS, INTAKES AND FLUES SHALL CONFORM TO THE CURRENT VERSION OF NFPA 54, N x 3. E.C. TO CHECK AND VERIFY THAT ALL EXISTING POS CIRCUITS CONFORM TO "ISOLATED GROUND/DEDICATED CIRCUIT" DETAIL NATIONAL FUEL AND GAS CODE, AND ANY LOCAL CODE REQUIREMENT. REFRIGERANT PIPING 0 V)a- 00 PRIOR TO CONNECTION AND INSTALLATION OF ANY NEW POS EQUIPMENT. IF ISOLATED GROUND/DEDICATED CIRCUIT IS NOT IN 3. GAS PIPING SHALL NOT PENETRATE ANY FIRE-RATED CHASE OR SHAFT, DUCTWORK, OR PLENUM. 1. ALL REFRIGERATION WORK SHALL BE PERFORMED BY A CERTIFIED REFRIGERATION CONTRACTOR. (FINAL ELECTRICAL CONNECTIONS Lv i o COMPLIANCE WITH DETAIL, NOTIFY OWNER/OPERATOR OR STORE MANAGER/McD PROJECT MANAGER OF NON-COMPLIANCE. DETERMINE 4. AFTER PERFORMING THE REQUIRED PRESSURE TESTING AND ANY LEAKS REMEDIED, THE INSTALLING CONTRACTOR SHALL TO BE PERFORMED BY THE EC.) 0 r o N Q o COURSE OF ACTION WITH ALL APPROPRIATE PARTIES, RE-ESTABLISH ISOLATED GROUND/DEDICATED CIRCUIT OR USE LINE CONDITIONERS. MEASURE AND VERIFY THE FOLLOWING GAS PRESSURES WHILE EQUIPMENT IS IN OPERATION: 2. ALL REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TUBING OF TYPE L IN ACCORDANCE WITH ASTW B 88 AND ALL JOINTS 0 0 z rn H_ N CAUTION: EVEN IF ISOLATED GROUND/DEDICATED CIRCUIT IS WIRED CORRECTLY, THE ELECTRICAL ENVIRONMENT MAY STILL REQUIRE THE A. GRILL - 5" W.C. NATURAL, 10" W.C. LP. SHALL BE SOLDERED. Wa_ w �' USE OF LINE CONDITIONERS TO PROVIDE POWER CLEAN ENOUGH FOR THE POS. THEREFORE IT MAY BE MORE COST AND TIME B. FRYER - 3 -1/2" W.C. NATURAL, 8 -1/4" LP 3. ALL REFRIGERANT LIQUID LINES SHALL BE INSULATED TO PREVENT AGAINST CONDENSATION. � o w o a o EFFECTIVE. PROVIDED THE EXISTING WIRING OFFERS A GOOD GROUNDING PATH, TO UTILIZE LINE CONDITIONERS INSTEAD OF TRYING TO C. WATER HEATER - 5" W.C. NATURAL, 11" W.C. LP 4. ALL REFRIGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS PRIOR TO START-UP. ALL LEAKS SHOULD BEC) Q L o w Z 0 0 RE-ESTABLISH ISOLATED GROUND/DEDICATED CIRCUIT WIRING. D. HVAC UNIT - 5" W.C. NATURAL, 11' W.C. LP REMEDIED BEFORE TURNOVER. U w W z W o 4. CONTACT REGIONAL CONSTRUCTION MANAGER FOR LINE CONDITIONER INFORMATION PACKAGE. COORDINATION WILL BE IF THESE PRESSURES ARE NOT MET, THIS SHALL BE REPORTED IMMEDIATELY TO THE McDONALD'S AREA CONSTRUCTION MANAGER. P P- o <n o REQUIRED BETWEEN HUBBELL AND THE POS SYSTEM SUPPLIER TO DETERMINE THE EXACT NUMBER OF UNITS REQUIRED PER STORE. KITCHEN N OTES 000 (TYP. 6-7 UNITS) z 2.3 NO SCALE o WK 2 w 0 3 v NOTES I � *REFER TO PLANS FOR POS REGISTER PLACEMENT. !n (32" MIN, 36" STD. & 40" MAX POS SPACING) "-40" POS SPACING 2"-40" POS SPANG 10— REFER TO PLAN *REFER TO PLAN POS STATION ` 0 �_- O3 = CREW SIDE OF COUNTER z a o cv � � FILE SAND ALL O v � � EDGES AFTER CUT N , OF UTILITY �- �- CONDUIT v PENETRATION. w 0 POS "SLED" CREDIT CARD VERIFONE RMHC DONATION Y1 CUSTOMER SIDE BOX OF COUNTER POS UTILITY PENETRATION DETAIL SCALE: NO SCALE Ld I Q 0 I Lu !Y 10,_13/4„ „ 2'-6y4p, 9" HOLD q 21" B fi 6 B 01 II 900.51 E1 II 900.99 1E1 1 00I 900.68 E1 I I N I I �' 900.51 E1 ~ II I I o0 II I I I CN 900.51 E1 II m Li II o II � II 0- NEW)NEW I I RECEPTACLES FOR MINI ORB M � cn c I I AND SCANNER M +w nr 41A_ I I216.05 E1 a cn I I %NEW ELECTRICAL c c I 216.04 E1 RECEPTACLE FOR ORB. a cc 0000 VERIFY LOCATION IN CEILIN > ' II >. 00E II I I p 3'-2,p 4'-4y2" 19_6y� I I I j opo II I j I I I GG�AII r---- _ a_®oo®ee®6m� 1 1 I 1 1 24.01 E1 g II I II 900.46 E1 I L---------- ----J I s L-----------------j N 1 � Ln O co � gV 00 1 I 900.27 EEl 900.27 E1 © � i� 900.35 3 122.22 E1 i� g 122.23 E1 fill 125.02 E1 ;� 20.00 F32 � 122.26 E1 -- -- ; 20.00 w I v � N � W 23'-33/4 8'-111/ 8'-10" u� o C� O U- 65.36 E1 179.09 E1 o Lij 0� LLJ a w� 0° LJLJ = LaI- z� NN D LLJ O QY 0 p N D: Q W Z Z W Y _ W N z v z LL. U J Qf W d w I V) Q Q 0 0 z p am � N Q Q O c0 LLJ CL w 4h LJ Q O d O x Z O O Q Ow:2 z 0 0 0 Lij U w ry O z 'k-' o KITCHEN ELECTRICAL ROUGH I N P LAN N 1 000 E1 .0 i le = it—ON z Z E 0w 0 EXISTING EQUIPMENT NEW EQUIPMENT RELOCATED EQUIPMENT i OPTIONAL EQUIPMENT ROUGH—IN PLAN v I m O a- V) W 0 I LLJ I Q 0 I W 701.Q8 P1 900.68 P1 v N I� B B B 900.99 P1 I I 900.99 P1 I I 23%' - 900.99 P1 „ I 10.07 P1 9y2 I I II II I I B B m II o II � II a- II w Zlr II a II II II II � II I I st II I I 125.02 P1 II I I th mn®°o�=nwo� I L---------- ----J I L---------------- �� po g$ 24.01 P1 � 20.00 1 P2 Lo 20.00 1 P3 Nil I I I I I I I 1 �i it m00P1 65.36 P1 Epi) 23'-2y4" 16,_34„ Lu 18" 0 0�R: ri UJ aw wo� °°= wl— zn- NN UZ mO � o � to F-:D Q YO oN Q� 0 w z z w Y _ N z v z X U J w W �. LJ p N ry Of Q 04 0 Q Q O cfl W a w o _j O J Q O CL o atf z o LU 0 4 v � z F o O F I-- o o z o KITCHEN OVERHEAD PLUMBING ROUGH IN PLAN � 0 1 000 0 �Pl .o 1/4" _ ,._oss z p 1 * 0W EXISTING EQUIPMENT 0 NEIN EQUIPMENT RELOCATED EQUIPMENT OPTIONAL EQUIPMENT OVERHEAD ROUGH—IN SHEET NOTES I. MECHANICAL ROUGH-IN PLANS AND SCHEDULES IN THESE DRAWINGS INCLUDE CFM REQUIREMENTS BASED UL 710 PERFORMANCE TESTING. THE REQUIREMENTS ARE CONTAINED WITHIN THE UL LABEL AND LISTING REPORT, AND ARE BASED ON CFM/FT. OF THE HOOD. THE AIRFLOWS THAT ARE USED FOR HOODS SHOWN ON THESE PLANS EXCEED THE MINIMUMS REQUIRED BY UL, THE NUMBERS AND SPECS LISTED ARE BASED ON TESTING PERFORMED BY UL DURING FULL-LOAD COOKING TO WHILE STILL MAINTAINING CAPTURE AT THOSE CONDITIONS. NO FORMULAS WERE USED r TO DETERMINE THE NUMBERS & DATA SHOWN ON THIS SHEET OR SCHEDULES. O 1= cl- (U w I Lu i Q c) I W !r L. 2334" v N m w Q d w yy �=4 s� cr_ Ld V') - g g ELIw� m= wlw- 0 Z� t=(4 vZ �0 (� W r o Q YO oN Q� 0 w z z w Y _ I`� w N z v z X U J � W LL I I p V) Q O O N W 0 1 Q < o J W o O a o CL o clf z o M z F o 0 U w z o z w 0 KITCHEN MECHANICAL ROUGH I N PLAN � � ~ � � � 1 000 0 �1 .0 i le = i'—Q" z m 1 0w Q EXISTING EQUIPMENT NEW EQUIPMENT RELOCATED EQUIPMENT OPTIONAL EQUIPMENT N ROUGH-IN6PLAN ----------- —----- IL LL IL LL EN-10 EN-02 EN-05 EN-04 EN-QA EN-10 EN-14 EN-16 EN-15 EN-01 II/ 2 r kINth r2 U,EN-Oq EN-01 EN-10 EN-11 kj A3.2 TYP. P. P. P. P. A5.0 A3D EN-14 JAN 29 2014 T.O. 0-T HEARTH WYOFIGARD + BUILONG DIVISION TD. ENTRY ARCADE_O�ELEV. + lq'-3 ................. .................T .................:.................TD. PARAPE -77 -I$ELEV. + .............. ............... ....................... ................. 7.� 7�............................. - ........................ ...... ------ .......... ............. z ...........I................ ........ ............................... . .........T.O. RTIU (EXIST) ................... ................................................................................ ..................... ................................................... .................. .................. ....... ....................... ............A A I c) EN-16_I�ELEV. + IT-5 1/4" . ............ ............ ..............B.O. PARAPET BAND/ ............... ....................................... ............................................................. ................ t.............. .......... ...................... ............ CL/ EN-01 .............. ...........................................T.O. ARCADE AALL/ .............. ...................................... .......... Lu EN-O"I............................................... A4.2........... L ".......-................ ................................. ............................................45.0. D-T MLL15 L ELEV. 1 I'I ........... .......... ............ Wei o.m.w...,j,B.O. TRELLIS/CANOPY F 1........ EO-m- E0*. EO: EO............ < LuU-1 4o"'FELEV. 4I .............. ............. ....... --------.......................... ....... ...................... .....................................EN-06 E................... .......... ...... ..........10 ... .....................EN-05 ................... ...................... EN-05...............TYP. ............................................ ..................................... ...................... ..................................... .................................. ......................... ...............(9N-24 ............ t............................... .....................T.O. AAINSCOT T.O. AAIN5COT_(�ELEV. (MATCH EXIiiN_ ........... ...................... ............. t1i ... ........... j 1LLLL........................ .............. ... ---...................................;.................................. . q. : i ,�+ +y"�:� "::..y..........._(�ELEV. (MATCH EXIST) ........... ......... ....... ... ............ ................... ...... .... ....T.O. SLAB ..................................-011 ELEV. O' ..................... .......... .. .................. .... .......... .......... . ........ .......... ........................... ............ IEN-01 EN-06 EN-13 EN a EN-1 I EN-25 EN-24 EN-1 I L L TYP. P. TY P. TYP. SOUTH ELEVATION SCALE: 1/4 I'-O"r2 EN-Oq EN-01 EN-01 EN-02 EN-10 EN-10 EN-04 EN-16 EN-05 EN-15 EN-01 EN-08 EN-02 EN-26 EN-25 EN-14 EN-16 TYP. A5.1 A5.1 P. TYP. P.EN-16 EN-10 Him Im ........................,&,TD. ENTRY AIRCADE ............... .................... .................TD. PARAPET 1W6 ..................... .................................... ---------------- ................................. ........................ --------- ....... ..................................................ELEV. + I I-I I ............ ... .......,IKT.O. RTUI (EXIST) .............. .......................... .............. ............ .......... .................................................... .................... .... ....................... ............................... .......... ........................... ............ ................................................ ................................. ............._,4,_ELEV. I-11I 1/4" . ........ ................ ....................................... ............ . ......... t............... ....................... ............ .................B.O. PARAPET BAND/,,,KT.O. ARCADE YOLL rL/ ................ .......(fE N:: tELEV. IV-4n _c 4-................................................................................... ........................ ................................................................. .............................. ................................................ ....................................................... .......... .................. ................................................. ............................................................. ........... ..................... ....................................... .............................. ........................... 0 E0.EN-05 .............. A4.2....................................................................................... ..... ......................... ........... ....... ............................. ............... .......... ...... .............. ............ ............... 4) 0 c .................. ...... .............EN-15 ........... ......................................................................... ....... ................... ........ .................................. ............................... ........... .......... ........... .......................................... .......................... .......................... ..................... ................................................................................................................... ................................................. ................................................ 0 e1c ............. 0 0 ------------- ------------ ------------ ........... ................................ .......................................... .......... ......................... ........................................... ............. ............. E.- 2..................... ............... .................. ...............,j,B.O. TRELLIS/CANOPY, ................... .... .......................... ........................................................... ............................................................. ........................................ ................................................................................. ........................... ............... .......................... ............. ............ ............. .......... ........... .......................................................... ............... ............................. ....................................... .....................................\1PELEV. + q'-4" ................ ...............------- ... .......... ................... .......... . ............... ..................................... ..................... ....................................................... ............. ...................... ........................... ........... ................................................ ............ .............................. ................ ......................... ............. 'v E........................................... C4 0 0 41................................ ...... ....................... .......................................................... ............. ................... ............................................ ................................. ........................................... ........................................ TYP. .......... .................. �*""","L""""".*+"""""""'�.'�*"L.......................... ............................... ................ ....................................................................... ...... ....... .......... 0 0 0 ,,k\T.O. AAINSCOT U)4J 0 A4'5 ................................ .......... ...................... .................. .................................'FELEV. MAT014 (E) C_EN_-_11 .......... ................... ........................................................ ............0 ............. ................... ..................... ................. ...... .... ............................. .................................................................... ...................................... 0 - 0 ....................... ................................. ... ............................................................. ............. .....................,,K T.O. SLAB 4-0 X EN-24 ELEV. C 4)....... ............................................................... ........ .............. .......... ....................................... ....... ........................... ....... (1) 2 tol .2 0+ 01-011 ...................... ........................... t ........... .............................................. ...................... ................................. ............... ........ ... ................................................................................. ................................... ................................ ................. ........... ............................................. ............................ ....... ................ .............. ........ ................ ........... ............................................. ............. 0.2'6 vi I .......... ........... .................... ........... ........................................ ........... ............ ...........jj ..................... ........ .............. ........... ............... ...... ..........IF I0 ..........3 ................................. ....................:.................................. 0 620 2 ........... EN-26 EN-25 EN-01 Lm EN-I I EN-15 EN-11 EN-05 Lm E -06 EN-12 EN-13 EN-10 EN-01 EN-25 EN-2 :1. 4J TYP. TYP. P. P. P. P. :3 0 :3 0.0 0 2:L1 0 0 EN-25 (a. c-W CO-W <EAST ELEVATION r2 uj () ('-z ) (N �j.;. 0 k A2 N 11 E: 1/4 _0 SC AL �J)>LH(y_ T ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND(_E_N_-0_1_) NEA 611 EXPOSURE,CEPAR MILL FINISH HORIZONTAL CEMENT BOARD LAP 51DINC7 4 TRIM. CEN�-Il METAL LETTERIN6 - BY OTHERS. 1. FASCIA 516N KALL SUPPORTS TO BE VERIFIE12 YiITH MCDONALDS AREA CON5TRJXTION TAUPE SCHEME:COLOR: BASE BUILDIN67. MANAC7ER AND COORDINATED AITH SI&N MANUFACTURER.aE��) 6A5 METER A55EMBLY TO BE RELOCATED. CEMENT WARD LAP 51DIN(5: JAMES HARDIE 6" EXPOSURE CE12AR MILL FINISH CEN NEA PARAPET ACCENT BAND 4 DRIVE-THRU SURRO'UNDS PER COLOR LE6END, TH15 2. DENOTES SAFETY 67LAZINC7.SHEET. EN-Iq) EXISTING ELECTRICAL METER A55EMBLY TO REMAIN. ARCADES 4 HEARTH: TILE: "OYSTERn - EUROY4E5T BRUSH STROKE SERIES PORCELAIN TILE BY EUROI PER COLOR LE67END (5TAC76ERED SEAM PATTERN) OR--J-0) NEA#2-15 READY-ACCE55 DRIVE-THRU Y000A PER MCDONALDIS 5TANDARD5(EN-0-3) I PARAPET BAND 4 METAL-ERA CORRUC7ATED METAL A55EMBLY PACKA&E -(I.WO.621.5045). ENSURE OPERABLE PANE 5LIVE5 FROM BACK OF RESTAURANT(EN-04) 16" HI&H ALUMINUM CANOPY(COLOR: &OLP). TOYIIIIARD THE FRONT. SEE DETAILS, SHEET A4.0,FOR APPROPRIATE OPENIN& FLASI DRIVE-THRU 5UR1;ZOUNV 1/611 11511 PANEL 24 GAU67E; <CE-N--05-) ALUMINUM CANOPY TIE-BACK COLOR: CITY 50APE <EN-21 COIN COLLECTOR(OPTIONAL). SEE DETAIL II/A4.5. BASE BUILDINC7: "TAOS TAUPE" #BM-2111-40 BI D_CE_N_,:56� ALUMINUM TRELL15 I (EN-22) NOT USED.ALUMINUM TRELL15 TIE-BACK (ALL COLORS ARE PER BENAMIN MOORE PAINTS,U.N.0) z W_CE_N-_2_5_) OVERFLOA SCUPPER PAINT TO MATCH ADACENT FINISH. SEE DETAIL 20/A4.2.(EN-05) ALUMINUM TRELL15 2"Xa" AALL FASCIA. z NEW RELOCATED WARD RAIL. PAINT TO MATCH BASE BUILVIN67 COLOR. ) x D (ER Oq) ROOFCAP ELEMENT BY OTHERS(45@ ENTRY ARCADE) (COLOR:WLD) a- 1w C) METAL COFING7 - COLOR TO MATCH SURROUNDING7 MATERIAL (EN-25) EXISTIN6 BRICK AAIN500T TO REMAIN/NEA BRICK KAIN500T TO MATCH EX15TINC7. C) > C) EX15TIN6 EXP05ED CONCRETE 5TEM AALL TO REMAIN.EN-11 NEA STOREFRONT TO MATCH EXISTIN& (10" BOTTOM STILE AT VOOR5) PER SCHEDULE. tn(E_N_-_21_) EX15TINC7 METAL 6ATE5 AT TRASH CORRAL. PAINT TO MATCH BASE BUILDIN67 COLOR. CITY OF TIGARD(E—N--12) EX15TINC7 HOLLOA METAL DOOR 4 FRAME - PAINT TO MATCH COLOR OF SURROUNI <lu MATERIAL. (EN-26-) EX15TINC7/RELOCATED RAIN LEADER 0OAN5POUT;RECONNECT TO (EX15TINC7 SYSTEM AS Approved by Planning L16HT FIXTURE (AALL 500I - SEE ELECTRICAL NECESSARY. PAINT TO MATCH ADJACENT FINISH. Date!(N--1-4-) L16HT FIXTURE (ARCADE LI&HT) SEE ELECTR11CAL In' itials: I )r L16HT FIXTURE (CANOPY LI&HT) SEE ELECTRICAL _EN--I 6- UNDER SEPARATE PERMIT. SEE 516NA&E SUPPORT z NOTE ON TH15 SHEET. A200 T ELEVATIONS U, 'cote C� X X -L X u- u- 14- tL r-7 EN-03 EN-02 EN-01 EN-06 EN-10 N-15 EN-28 EN-23 EN-14 EN-05 EN-14 EN-10 i q2� TYP. TYP. TYP. TYP. TYP. EN-14 JAN 29 2014 ........................ ................. ........... CITYORGARD -sT.O. D-T HEARTH EN-10 VISION ........................................... .................. ................... ............ .......... ................ ...................................... .......... ..................................................... .....................- .......... T.O. ENTRY ARCADE .................... ............... ........................................... ........ ....... EN-16 ........... ................. -I$ELEV. + W-5 .................. ........................ ................ .......... T.O. PARAPET ............. ................ OIL ....................... ................... ............................................ ............................... .............. "FELEV. + I ......................... ...... ............................................................................. ........... ............... ...................... ... .......... ................ ............... ........... ........... z ............... ......................*.................... ........... ............................................................. .............. ................... ... ............... ...........-................. .............." ...... ................. .......... .......... .... ...... T.O. RTU I ST) .......... ........... .............I... .............. L'I q C) ...................... ................ ......................................................... ............. ............... ........................... .......................... ........... .......... ...... -I$ELEV. + 111-8 1/4" .......-.::'.�....... ................ .................... .................................................................... .............. ...... ... ............ --1.111-------E......... ........ B.O. PARAPET BAND/ ------------------ 2 + EN-01 T.O. ARCADE KALL EN-01 5 . -I$ELEV. 151-411 ................ ........................ r A4.2 ............... .................... .... ...................................... ........... ...................................... ........... ......... ...... .................... ............................. ........... ............ ........ .................. .............. E ."................................. ................. B.O. 0-T TRELL15 A4.5'*FELEV. 11'-4" .......... .................. .......................................................... .................................. ............................... .................................................................... ......................... .................................................... ............. ... ........... .............. .. ............. ............. ................ '7% B.O. TRELL15/CANOPY ...................... . ........................... ....................................................................................................... ................................. ....... .................................................................................... ................................................................. ........ .......... .......... ........... ........ .......... ...... ........... ............. ..... ................ -I$ELEV. c11-411 EN-06 ........................... ............................ ............................... ............................................................. ....... .............. .................................................................................................................................................... ..................................................... ............ .......................................................................................................................................................................................................... ....................... ................................................................................................................... .................... ........... ..................... ........ ............... EN-08 .......... .............. ......... EN-06 .......................................... .................................................... ............... ............................... ............... .......... .............. ........... ..................................................................................................... ................ ....... .............. ............ ........................ .................................. .................................................................................................... ....................................... ................. ......................................................................... ...... ......... .. ............ .................. .................... ........... ...... ....................................... ............... ....................... ................................................................. ........... .......................... ........................................................................................................................................... ........................ ............. .............. ................. ........... ....................... < .............................................................. .................... ................................................................................................................................................ ............... .............. ............ .............. T.O. KAIN500T .......... ........... ........ "FELEV. MATCH EXIiF�\ ............. ........................... ... .......... ......... ............... .......... ............ ......................................................... ............... ........... ...... .......................... > ....................... T.O. AAIN5COT ........... ::�r�:::�:::::............ ......................... . ............. ............... . ........... ........... .......... -I$ELEV. (MATCH EXIST) . ............... ........... .......... .......... ........... .......... ..........T.O. SLAB ........... ELEV. + 0-0 EN-10 EN-01 EN-25 EN-I EN-12 EN-16 P. TYP. P. NORTH ELEVATION A2-1 50ALE: 1/411 11-011 EN-16 EN-14 EN-02 EN-05 EN-10 EN-13 A3.2 EN-01 EN-06 EN-15 EN-15 EN-14 EN-OdI EN-10 EN-14 EN-02 EN-06 EN-10 EN-Oq TYP. TYP. TYP. TYP. TYP. EN-14 T.O. P-T HEARTH ELEV. + e- T.O. ENTRY ARCADE ............. um .......................................................................................... .................... ELEV. + Iq T PARAPET Q. .......................................... .......... .......... .......... .................. .......... ......... ................. ................................. .......... ........... ..... ........ ........................................... ............. ................. ................ ........... ............. ...........................................* ..... ....... ...................................................... ... ... ................. ...... T.O. RTU I T ................... ............. ............. .............. ............................... ................ ............... ............ .............................................. .............- ................... ............... .................. ............... .......................... 161/41 ........... q . ...... ELEV. + IT-6 1/4' .......... ...................... .......... ....................................... .................................. .............. .................. .......................................................... ...................... ............................. ........... ............ ................... ............. ......... .. ................ .......... ............. B.O. PARAPET BAND/ -0 ..........I ........... ........... ................. ............ ............. :3-00 ........... ......... ................... ........................I -0 0 4- (a c.N V. + 151-411 0 L- ELE 1 0 ........................... ................................... .......... ........... ............... ........... .............. ....... ...... ... ... ............................ ................ ... .................. .. ........................ 2 -0 -�EN CL 0 0 :3 0 r ul.................................................. ................... ............... ........................................................ .... ..................................... ................. ............... ................. ................ ................ ........... .................................. .... .......... ... ....... ................. ...................... ............ ................. .......... ............ ............. ......... ......................... 0 &- CL ........... .......... ...................... .. .. ....... .......................... :2 o Q)-6 8-8 B.O. 12-T TRELL 15 E ..................... ............................................................................................................... .................. ...................................... ELEV. + 0....................................I...................................................I..................... ................................................. W16 .................. ...... .. ....................... ................... ................................................................................................................................ .............. ............................................................................................................ .................. ............ ................. .............................. ........... . ........... .............. EN-0 0 E2 . ......................................... .......... wo OMO ...........:�....... ................ .............I....................I................. ........... ........... ................... .... Q C (D 0 ........................ ....... ----------...................................... .............. ............. . ......... ................................ .................. ............. +j (D 4) Q ......................-'"' c: ................................................................................................................. ..................................................................... ...................................111I.-........... ................... ............L............. ........ ........................................................................ ............. ............... B.O. TRELLIS/CANOPY0. Q) E;t! (D.............. A, 41 r........ ............. ................... ................ 'a 0....................... .......... ............................ ................ ............. 0 -4-1.............................................................................. ............................ ....................................................................................................... ....................................... ...................................................................... ........I.......................................................................................... .......... ....................................................... ................................. .......................... ............................................ ........................ ................. ................ ........................ ............ .......... ................... ........... ...................... .............................. ........................... .......... ........................................... V- ...........*..................* . .......................-:.:......................* ............................................... .................................. ELEV. cl'. 4 ........... ........................... ....................... ................... ............................................................. ................. .................................. .............. ..................... .......................................................... .............................................................................................. ............. .......... .......... .................................................................... ........... ....... ...................... ................. ................... ............................ C,4 c 0 0 ....................... ........ ............................................................................ .......... .......... ............................................ ... .............. ............... 0 c...................... ........... .......... ................... ................. ................. ...................... ............ ............ .......... .......... ------ ...................... .................... .......... ........... A AL 0:r, 0 .............. ................... ......... ........... ............. .......................................... .......... .......... ....................... .................................... .................. ................................... ................. .............. ............. ....................... ............................................. .................. .................................................................................. ..................................................................................................... .................................................... ....................................... ..................................... ................................................. ................................................... (D ............ ....................... ................... ...................... SI M. ..................................... A43 5 :)'Fa E c ........... ------------ ...................... ........... .......... .......... ....... ................ T.O. KAIN50OTjk EN-25 0 0 .......... ...... ............ ................... .................. ............... .......... ..................... -W x 4-J ----------- ................ -------- A4.3 A43 ELEV. MATCH (E)'y - 4):E (D ............ .................. ..................... ............ ......... ................... ........ ..... 4) (J r ............ ............... EWAN= 2 ........... .......... ................. ............ ..... T.O. SLAB ............................................................................................................................................................... ............. ............................ ........... ............................................................................................ ........ .............................................................................................................................. .......................................................... ..................... ...................................................... .......... ............................................................. ............................................................. ................................................... ...................... ................ .2 -J 0 .................. -011 ............................ EN-03 '01 ............. ELEV. + ................................ ........................ ........................................ .. .................. ................. ............... .......................... (D ............................................ ................ .............................. ........... ........... .......... ................ tf-- 0 (D 0 ............. ------ ............ ................ ......... ................. .............. ........ ....... W V) I I k 0 y 4-J ....................................................................................................... .. ................................. ............... ........................ ..................... .......... .......... ........... ..... ........... ......... ........... .......... . ..... ............. .......... 0. ............. ....... Q"..;.......... 00 1-4 0 (X= -01 -10 EN-25 CffR--12-)--j EN-03 C EN-01 EN-18 EN-02 EN-21 EN-20) EN-25 EN-01 EN-02 EN-O EN-1 I EN-15 EN-11 2 EN EN L 1-2 0 0 TYP. TYP. TYP. TYIP. TYP. TYP. TYP. TYP c-W 0 41 (HOLD) < c� WEST ELEVATION 2 C-) c� 141 -011 SCALE: 1/4 < >ELEVATION. KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND EN-0 I NEA 611 EXPOSURE,CEDAR MILL FIN15H HORIZONTAL CEMENT BOARD LAP SIVIN6 4 TRIM. METAL LETTERIN67 BY OTHERS. 1. FA501A SI&N AALL SUPPORTS TO BE VERIFIED Y41TH WOONALD'S AREA WN5TRJJCTION TAUPE SCHEME: COLOR: BASE BUILDINC7. MANA&ER AND COORDINATED AITH 516N MANUFACTURER. CEMENT BOARD LAP 510INC7: JAMES HARDIE 6" EXP05URE CEDAR MILL FIN15H CEN-O:-2) NEA PARAPET ACCENT BAND 4 DRIVE-THRU SURROUND5 PER COLOR LE&END, TH15 CEN-10 6A5 METER A55EMBLY TO BE RELOCATED. 11 2. DENOTES SAFETY 6LAZIN6. z SHEET. (EN-101) EXISTINC7 ELECTRICAL METER A55EMBLY TO REMAIN. w "OYSTER" - EUROPNIE5T BRUSH STROKE SERIES ARCADES 4 HEARTH: TILE: READY_ (E—N:U5-) PORCELAIN TILE BY EUROYiE5T PER COLOR LE6ENV (5TA66EREV SEAM PATTERN) (tff--20-) NEA#215 ACCESS VRIVE-THRU AINDOA PER MOL70NALDS STANDARDS K (I.WO.621.5045). ENSURE OPERABLE PANE 5LIVE5 FROM BACK OF RESTAURANT PARAPET BAND 4 METAL-ERA CORRUC7ATED METAL A55EMBLY PACKA&E DRIVE-THRU SURROUND 1/6 PANEL 24 (5AUC7E;(EN 4 16" HI(5H ALUMINUM CANOPY (COLOR: TOKARD THE FRONT. SEE DETAILS,SHEET A4.0,FOR APPROPRIATE OPENINC7FLASHINC7 < (tW--0-5) ALUMINUM CANOPY TIE-BACK RMATION. COLOR: CITY 50APE IT < EN-21 COIN COLLECTOR(OPTIONAL). SEE DETAIL I I/A4.5. BASE BUILVIN67: "TA05 TAUPE" #BM-2111-40 W- D- ALUMINUM TRELL15 I < ALUMINUM TRELL15 TIE-BACK (EN-22) NOT USED. z \D U.- 0- (ALL COLORS ARE PER BENJAMIN MOORE PAINTS,U.ND) z Cy- 0 0 C) (EN-25 OVERFLOA SCUPPER FAINT TO MATCH ADJACENT FINISH. SEE DETAIL 20/A4.2. y- � CEN-:U5 ALUMINUM TRELL15 2uXW AALL FASCIA. z <W it (EN-24) NEW RELOCATED &JARD RAIL. FAINT TO MATCH BASE BUILDINC7 COLOR. dc) u- I-ROOFCAP ELEMENT BY OTHERS (45' @ ENTRY ARCADE) (COLOR:WILD) kj) x(-EN----25-) EX15TiNC7 BRICK KAIN500T TO REMAIN/NEA BRICK AAIN5COT TO MATCH EX15TIN6.METAL COPIN6 - COLOR TO MATCH 5URROUNDIN6 MATERIAL >(E-NE-2-6) EXISTIN& EXF05ED CONCRETE STEM KALL TO REMAIN.NEA STOREFRONT TO MATCH EXI5TI% (10" BOTTOM STILE AT VOOR5) PER SCHEDULE. n s) CgL21) EX15TIN6 METAL 6ATE5 AT TRASH CORRAL. FAINT TO MATCH BASE BUILDIN& COLOR. ul N-12 EX15TINC7 HOLLOYi METAL DOOR t FRAME FAINT TO MATCH COLOR OF 5URROUNDINC7 MATERIAL. (EN-2a) EX15TINC-7/RELOCATE17 RAIN LEADER VOM5POUT,RECONNECT TO (EX15TIN6 SYSTEM AS CITY OF TIGARD CE—N---13-) LI(5HT FIXTURE MALL SCONCE) - SEE ELECTRICAL NECESSARY. FAINT TO MATCH ADJACENT FINISH. <CE-14--14--) L16HT FIXTURE (ARCADE LI(5HT) - SEE ELECTRICAL Approved by Planning Date: 1 LIC7HT FIXTURE (CANOPY LIC7HT) - SEE ELECTRICAL MoDONALPS 516NA6E BY OTHER5 UNDER SEPARATE PERMIT. SEE SIGNAC7E SUPPORT initials: z NOTE ON TH15 SHEET. A2o I ELEVATIONS El�l