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Plans (32) BU P2019-00118 OFFICE COPV ef 20111 REMODEL 8ULDIG REVISIONS D R A w N G N DE „ .. N 0 R W E S T i 1 , , CV Cover Sheet 1111 I CV1 General information RECEIVED • D BUILDING INrC ORV TIN : T - CMAY 62019 SP 2 SITE PLAN CITY OF TIGARD BUILDING DIVISION ADDRESS : _M SD1 SITE DETAILS II III II 1 II II II I I III 11 II II II I II I !! 1 11 III II II III II II III III II I I II 1 11 STATE SITE CODE: 36-0041 -.___.-1 1 DRU - T I I R ==� " - -s== I • ;-_.-411 STREET ADDRESS: 12090 SW MAIN ST -t- I IL_I I I ILJ I � DT1 .0 Drive-Thru Plan & Details 1 - 1 I � CITY: TIGARD _-_i___;_._ __ _.. L__J L--J COUNTY: WASHINGTON DT1 . 1 Drive-Thru Details STATE: OREGON DT1 .2 Drive-Thru Detailsla, +1 W _ T1 .0 Trash Corral i - , ;II , _ I1 ST J CT U E i L� I Id 1 00 la P- r_ � -���_ ; ARC C T - C J AGI o - =___4__ �r== - _ _-_ I EXISTING: MASONRY BEARING WALLS, WOOD TRUSS ROOF FRAMING ; ; RA - - --- J L- i - _ i _ PROPOSED: EXISTING, NO CHANGE STORAGE 925 S.F.(G" __ i 1 D 1 .0 Demolition Plan . � �/ !I I I I� -� �--- �r - rK--..- II -- 11 r �� :��� I ' TIL TIES : _ D1 . 1 Demolition - Elevations & Notes SHELVMc I--! 1' i DINING AREA ' �� D 1 .2Demolition - Elevations 8c Notes AL_.�� - 1 STANDING 685EAT5 1==i SPLIT UTILITIES EXISTING, NO CHANGES PROPOSED A1 .0 Partial Floor Plan (West) -_ I � i2OOM 1E0 �v: se�vw� ._._._._._'. E. ° it 5.F.(NET) -1 i IN - • A1 . 1 Partial Floor Plan (East) ' / F. > i ii ` - BU LD NG CODE : . - . A1 .2 Reflected Ceiling Plan FROG ONI _ ' _ --- 1I BUILDING CODE EDITION: 2014 OREGON STRUCTURAL SPECIALTY CODE ___. _€ l ..-.' �A1 .3 Roof Plan - j 111111111 11111111 i1 MECHANICAL CODE EDITION. 201 4 OREGON MECHANICAL SPECIALTY CODE I i . A2.0 Elevations 1 ' �' _� __1 ELECTRICAL CODE EDITION: 2017 OREGON ELECTRIC SPECIALTY CODE 1--._.__._._._._._._._._._._ m - G" .A2. 1 Elevations D V� �--� IGITGI�N u4'I S.F.( � �_� .f-� PLUMBING CODE EDITION: 2017 OREGON PLUMBING SPECIALTY CODE -" . ) ilk 1 \Fir 1 ,, .m - _ '___.__ •A3.0 Wall Sections -�_ r -._ --T- ADDITIONAL CODE EDITION: 2014 OREGON FRE CODE ,� ■ "_" -, 13E _1 ; L. ICC/ANSI 117. 1 -2009 -A3. 1 Wal Sections C, II L.T DA rn H-N I i � �'i, � ==�-- ---� !_ . A4.0 Details �i C1i0 i�i r-1� i� I 0 OFFICE 1 1 A4. 1 Details %� ko25.�. 1 u i u 1 - �- -.. --- tRKLAND, WA ��,�\'� ` ' 101 I (`'Rose i [D --- t3 lc _41,„*__________,_„;- _ }-- •A4.2 Details 4›, „.,I.e. %,%, t . • A4.3 Details "�' i� �' ' ' �-�� B U I L_ D I \ G DATA: {� �� �;� 11hII II II II II 111 kl II II II � ®�' Q� k< ,11 II II 1 II II 111 1 II II II -I a. 1_ �Jzu „,_4___,,- -- •A4.4 Details . OCCUPANCY: �- USE GROUP A2 (NO CHANGE) 'A4.5 Enlarged Restroom Plan & Details 1 12 CONSTRUCTION TYPE: EXISTING V-BD � �_.__.;._._. _ A4.6 Enlarged Counter Plan & Detai s NUMBER OF STORIES: 1 1 ' -i - W BUILDING HEIGHT: 18'-0" (MAIN BLDG. PARAPET) - l A6.0 Schedules 'MU 1 9'-4" (ENTRY ARCADE) I STCTFAL = ri KEY PLAN N.T.S. I f --- S- 1 General Notes & Details GROSS BUILDING AREA: 3, 164 EXISTING S.F. + 1386 BASEMENT S.F= 4,550 S.F. TOTAL - S-2 Wall & Roof Framing Plan W I I S-3 Sections & Details = I 0 C C U P A N C Y ALLOWANCE . _ i ____ __ 'S-4 r, Sections & Details SPECIAL INISPECT!ONFEQUIRED NET BUILDING AREA: 3,859 NET S.F. - -I- u - I TR CAL- Stateof Oregon Stractura# Specialty Code OREGON STRUCTURAL SPECIALTY CODE 2014 ❑ Concrete and Reinforcing Steel `SIG V LOADS : I E 1 .OA General Notes o t v v -o 0 gil Bolts lnsta1odinConcrete TABLE 1004. 1 . 1 ROOF LIVE LOAD; 40 PSE i , _.. _. E1 . 1 Notes & Details Q o - 6 oL i I E1 . 1 Rough-1n Plan ? L 0.ao ° °� ❑ Special Moment-Resisting Concrete Frame MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT i __I___ 1 E1 .2 Dual Point & Menu Board Detail Q °' 2 0 °o 7 ❑ Reinforcing Steel&Prestressing Steel Tendons _ � E1 .3 Dual Point & Menu Board Detail � o_ ° as-8 � a° Cl Structural Welding FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS LIFE SAFETY SYSTE V1 : j' T __.._. E2.0 Lighting Plan n _° 0 a)E °ix - !- E2. 1 Electrical Roof Plan ° ° - N ° 6, ❑ High-StrengntBolting ACCESSORY STORAGE AREAS, EMERGENCY LIGHTING: X YES NO ' _„, N °' E °-a ... ❑ Stnlctural�taso>uy MECHANICAL EQUIPMENT ROOM 300 GRASS 925 SF 3 EXIT SIGNS: X YES NO I - � E3.0 Lighting Controls o o o- o 0 ❑ Reinforced Gypsum Concrete FIRE ALARM AND SMOKE DETECTION SYSTEM: YES X NO F3. 1 Lighting Controls p M ° ° D ' ° . °'1) ASSEMBLY W OUT FIXED SEATS fi i I o ❑ lnslsladngConcreteFiil STANDING SPACE 5 NET 180 SF 36 PANIC HARDWARE: X YES NO __ ! 9 L III ° FRE SPRINKLERS: YES X NO ---...-- - 0 ° ❑ Spray Applied Fire-Resistive Materials ❑ Pilins,Dueled Piers and Caissons BUSINESS AREAS 10 0 GROSS 100 SF 1 - __ C U L N t_ ` N 1 I � � O T C N O ,5 G7 ® ADDITIONAL RMITS REQUIRED a o. N ❑ Shotcre►e KITCHENS, COMMERCIAL 200 GROSS 1 , 197 SF 6 D E S I 'J N F O F R E C O R D ® i I I " '" ° ° `�- ❑ Special:reading Excavation and Filling I I Fire Sprinkler „�, a ..,9,-°- ` "' `' `' 2- L v_ °� U C ❑ Smoke-Control Systems I Fire Alarm I ° ° v C�C S O L A T L 1 c C .52-S) ° `- 7 ASSEMBLY W FIXED SEATS SEE PLAN - 68 DISCIPLINE: NAME: ADDRESS LICENSE - - I I Mechanical �J C o 0 o N 0 Other inspections site"1 / L v I 1_ . Plumbing �i c a,.c a ASSEMBLY W/OUT FIXED SEATS ARCHITECT: JAMIE TRENDA 929 108TH AVE NE, SUITE 210, 1 1210 Electrical �� C ° - °o ° °o 15 NET 146 46 SF 10 FREIHEIT ARCHITECTS BELLEVUE, WA 98004 .- 0 - N 2 v o UNCONCENTRATED Truss Engineering �, a ° _ U, N O ° Shop Drawings a" ° _ cn .- STRUCTURAL: STRUCTURAL: ROBB DIBBLE 1029 MARKET STREET, KIRKLAND, WA 98033 77398E ; Other DIBBLE ENGINEERS, INC. _i ELECTRICAL: MARK D. ROBISON 19401 40TH AVE W, STE 302, LYNNWOOD, WA 98036 15423 I- `, .i' ROBISON ENGINEERING .-J c', . I- INC. _, ..-- ... ' r. Ei.yi , 1�, L.:. - - - I I I i 1 - - ' z I TOTAL OCCUPANCY ALLOWANCE 124 (NO CHANGE) - .OFFICE-COPY N-, CITY of TIGARD B p N S Y ® � I E E N ® ® REVIEWED FOR CODE COMPLIANCE CONSTRUCT CN PROJECT MAN\ GER : Approved l i„ _ OTC: _ I ] - 0 4 .f © DINING ROOM NAME: ADDRESS PHONE #: Permit# .Bre 1 " on r 9 ...._., SECTION TAG l 1031 ROOM NAME & NUMBER i I Address: ��O q a --s..,, h',.r A----r- � s ,, MANAGER: DOUG BATES 12131 113TH AVE. NE, STE. 103, KIRKLAND, WA 98034 425-242--2411 Suite#s L z a 0 X TAI TAG A PARTITION TAG B ---i-1D 4-2 - I Ci ix C AX.X DETAIL a < ;, 144.... di c we Ul CV -- S C L2 _$, T/ SLAB ELEVATION TAG • - 0 o ELEV. 0'-fl F A i c Y 9 - #04C26 X DETAIL C V AX.XDRAWING TITLE SCALE: 11/2 = l'-0" COVER GENERAL NOTES GENERAL NOTES (CONT. ) VICINITY MAP N.T.S. N PROJECT DATA I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2014 OREGON STRUCTURAL SPECIALTY 32. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES PROJECT ADDRESS: 12010 SW MAIN ST, TIGARD, OR 141504 CODE AS ADOPTED BY CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE RELATED THERETO SHALL CONFORM WITH LOCAL, REGIONAL, STATE AND FEDERAL GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY GODS ADOPTED BY CITY ACCESSIBILITY CODES, OREGON STATE ENERGY GODES, AND ALL APPLICABLE LOCAL REGULATIONS PERTAINING TO DISTURBING, DISPLACING AND/OR REMOVAL OF ASBESTOS CODES 4 STANDARDS. OR ASBESTOS- CONTAINING MATERIALS. NOTE SPECIFICALLY THAT FOR PROJECTS IN OF TIGARD. OREGON STATE THE CONTRACTOR SHALL CONFORM WITH THE REQUIREMENTS OF THE 2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND APPROPRIATE AGENCY REGARDING INSPECTION, CERTIFICATION AND NOTIFICATION. OCCUPANCY: A2 (EXISTING) AS SOON AS DISCOVERED SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 33. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL USE: FAST FOOD RESTAURANT (EXISTING) INTERSECTIONS. 3. ALL ITEMS MARKED "N.1.C." ARE NOT PART OF THIS CONTRACT. CONSTRUCTION TYPE: EXISTING, NO CHANGE 34. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2014 0.5.5.0.. :, 4. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER VALUATION: $300,000 25 OF 7HE 2014 0.5.5.0. 35. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHAL c� REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE LEGAL DESCRIPTION: COMMENCING AT THE MOST NORTHERLY CORNER OF SAID PARCEL (./1 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY EXTINGUISHERS REQUIRED UNDER N.F.P.A. 10 MOST RECENT EDITION AND APPROVED BY II, SAID POINT BEING LOCATED ON THE 50UTHWE5TERLY RIGHT OF Lacp ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH OWNER'S z\ S WAY LINE OF S.W. MAIN 5TREET, AS SHOWN ON SAID PLAT OF PAYLESS SHOPPING CENTER: REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH O THENCE SOUTHWESTERLY, FOLLOWING SAID RIGHT OF WAY LINE, 21.25 FEET, ALONG THE ARC OF A 6. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING COLUMNS BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED LOCATIONS. I z G � 150.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHWEST (LONG CHORD BEARS SOUT 51° 00' OR FINISH FACE OF EXISTING WALL UNLESS OTHERWISE NOTED. 24" WEST, 21.26 FEET), TO A POINT OF REVERSE CURB; THENCE CONTINUING SOUTHWESTERLY 55.68 36. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER DECORATIVE MATERIAL, 'Q� \�,0 FEET, ALONG THE ARC OF A 350.23 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST (LONG Z Z 1. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC t• Q�,G CHORD BEARS SOUTH 80° 53' 14" WEST, 55.63 FEET), TO THE TRUE POINT OF BEGINNING OF THE J , THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL BE TREATED AND PROPERTY HEREIN DESCRIBED; THENCE LEAVING SAID RIGHT OF WAY LINE OF S.W. MAIN STREET, .;:; MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT &3C SOUTH 14° 36' 10" EAST, 106.11 FEET; THENCE SOUT 44° 31' 30" WEST, 114.0 FEET, TO A POINT ON EY 8. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 SOLUTION OR PROCESS APPROVED BY WASHINGTON COUNTY FIRE DEPARTMENT. .18- ) nj THE SOUTHWESTERLY LINE OF SAID PARCEL II' THENCE NORTH 45° 16' IS" WEST. 148.62 FEET, TO FY EY INTENDED THAT SUCH SHALL APPLY TO A5 MANY SUCH DEVICES, ITEMS OR PARTS AS ARE PROVIDE A CERTIFICATION TO THIS EFFECT, t m THE MOST WESTERLY CORNER OF SAID PARCELS IV AND II, TO THE TRUE POINT OF BEGINNING. REQUIRED TO PROPERLY COMPLETE THE WORK. \�ci) _a 5W GARDEN P- 0 0 A. EX€T DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE ,4\‘''• 1111t� x THE PARCEL DESCRIBED CONTAINS 18,981 SQ.FT. MORE OR LESS. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. SW ��' SITE Cr) _ T� UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE 6,4kb Sh C. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER St `t" PARCEL NUMBER: R460183 OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF CHAPTER 8 OF THE 2014 0.5.5.G.. ALL FOAM PLASTICS SHALL COMPLY WITH THE '°,t'•, �' HI5 WORK. REQUIREMENTS SPECIFIED IN CHAPTER 26 OF THE 2014 O.S.S.C.. �'SS 10. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY 37. ALL LAY-IN ACOUSTICAL CEILING GRIDS AND LIGHTING SHALL BE INSTALLED AND 11111100Ycp COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. SECURED PER THE PROVISIONS OF ASTM G 635 AND ASTM C 636. �'P c, P II. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A 38. UPON COMPLETION OF CONSTRUCTION, GLEAN ALL SURFACES INCLUDING INTERIOR SIDE OF -"k p. CLEAN (BROOM) CONDITION AT ALL TIMES. ALL EXTERIOR PERIMETER GLAZING. S>' (iDC� 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF 39. ELECTRICAL ROUGH-IN AND PLUMBING ROUGH-IN ARE FOR THE GENERAL INFORMATION OF C.7 IE L T DA -tiTHE OCCUPANTS AND WORKERS AT ALL TIMES. THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. t. 13. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY 40. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND CABLE TRAYS SHALL WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL HAVE A FLAME SPREAD RATING OF NOT LESS THAN 25 AND A SMOKE DEVELOPMENT RKLAND, WA A5 ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO RATING OF NOT LESS THAN 50. SCOPE OF WORKSi MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, IA, 145- ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE 41. REVISIONS TO MECHANICAL/PLUMBING SYSTEM, SHALL BE BIDDER DESIGN/ BUILD. THE OF 001 UNDER THE CARE OF THE JOB SUPERINTENDENT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CORRESPONDING PERMITS FOR WORK. THE PROPOSED SYSTEM DESIGN 4 METHOD OF OPERATION FOR ALL ROOMS WORK TO INCLUDE ELIMINATING MANSARD ROOF 4 REPLACING WITH PARAPETS. NEW SIDING, 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SHALL BE REVIEWED AND APPROVED BY THE OWNER PRIOR TO THE START OF ANY ACCENT WALLS 4 BRANDING ELEMENTS AT EXTERIOR. NEW SIGNS AT MODIFIED DRIVE THRU. IIMMI 1 BUILDING AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. WORK. NEW SEATING 4 DECOR AT DINING 4 RESTROOMS. ACCESSIBILITY UPGRADES TO BE COMPLETED AT SITE, DINING, 4 RESTROOMS. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, 42. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A THIRD UNLESS OTHERWISE SPECIFIED, AND SHALL BE SO STATED IN CONTRACTORS WRITTEN PARTY AS-BUILT 4 LIMITED RECORD DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING = PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST CONDITIONS IN FIELD PRIOR TO DEMOLITION 4 NOTIFY ARCHITECT IN CASE OF BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS DISCREPANCIES AS SOON AS POSSIBLE. DEMOLITION IS TO BE EXECUTED SO A5 NOT TO = iCa AFTER NOTICE 15 GIVEN. DISTURB EXISTING STRUCTURAL SYSTEMS, ROOFING SYSTEMS AND OTHER AREAS THAT - ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION THAT 15 TO BE REMOVED 16, ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND PRIOR TO DEMOLITION. IMU THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. I 11 FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS 1E6 OCCUPANCY EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED. 18. UPON COMPLETION OF CONSTRUCTION, CLEAN ALL SURFACES. TYPICAL ABBREVIATIONS KEY PLAN II. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. u N 0 {/ a) .. C 5 o 20. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE a '' •� a a° N unD GENERAL CONTRACTOR TO OBTAIN DEMOLITION PERMIT FOR ANY REQUIRED DEMOLITION @ AT FUR FURRING -Ti a ` a° o U WORK FROM THE LOCAL JURISDICTION AND TO COMPLY WITH THE FEDERAL REQUIREMENT # FOUND OR NUMBER GA GAUGE ° -o a a) c-- t OF ASBESTOS ABATEMENT. ASBESTOS SURVEY 15 REQUIRED BEFORE RENOVATION OR AB ANCHOR BOLT GALV GALVANIZED - W 4 . Q° � ° .a 2 v, DEMOLITION. IF REQUIRED BY LOCAL JURISDICTION. AGT ACOUSTICAL CEILING TILE GC GENERAL CONTRACTOR ` o 8-r .- ,_ U a co • AFF ABOVE FINISH FLOOR GL GLASS -, Q, E `t'°_c a)'o 21. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRED BY DEMOLITION AND NEW ALUM ALUMINUM G.W.A. GYPSUM WALLBOARD ., , o -° I' o'� L CONSTRUCTION TO RECEIVE NEW SCHEDULED FINISHES. ALL SURFACES ARE TO HAVE BD BOARD HG HOLLOW GORE • w ' - - . - - y o C-°o .3 0 0 aci v "LIKE-NEW" APPEARANCE. BLDG BUILDING HDWR HARDWARE - ' ' O - -,-' C i o U 1 t7v. v v0oo co BOT BOTTOM HM HOLLOW METAL ~ v ° t -2 o °' ° c 22. CONTRACTOR SHALL VERIFY ALL ROUGH-IN AND OTHER DIMENSIONS FOR EQUIPMENT BRG BEARING INSUL INSULATION . . J . 4 ` - . , m ° 0.D E- c FURNISHED BY HIMSELF OR BY OTHERS. GAB CABINET INT INTERIOR ° - , 3 ' - , - 0 0 0 0 o o GFT CERAMIC FLOOR TILE JT JOINT • - r • . - � • ° ' • • • .rwr o J-c 2 o L m 23. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED OJT CONTROL JOINT MAX MAXIMUM _ , ' ` - w ° A5 IF DRAWN IN FULL. G CENTER LINE MECH MECHANICAL - {;} o Q c .Q1 °v L CLG CEILING MIL METAL . - 7 • U `" ° c 24. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THIS PROJECT, THE CONTRACTOR GMU CONCRETE MASONRY UNITS MFR MANUFACTURER .. . . •1...01• " \\ © r • V a m.N w ` °' SHALL CEASE ALL WORK RELATED TO THE HAZARDOUS MATERIALS 4 IMMEDIATELY COL COLUMN MIN MINIMUM , ° , ' " " . o t - �, , aC: NOTIFY THE OWNER IN WRITING OF THE CIRCUMSTANCES. GONG CONCRETE NT5 NOT TO SCALE y W . ' ' ' c 0 0 S o CONSTR CONSTRUCTION 00 ON CENTER . ' Ili �✓ c ^ o m o° U 25. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST GONSTR JT CONSTRUCTION JOINT P PROPERTY LINE .. . C C �� RECOMMENDATIONS OR WRITTEN DIRECTIONS. IF CONFLICTS EXIST, CONTACT THE CONT CONTINUOUS PLYWD PLYWOOD * /-'' '- o '� « • • • 6 :: . :.:- •Lir:o .-CONSTRUCTION MANAGER FOR CLARIFICATIONS. GONTR GONTRACT(OR) RD ROOF DRAIN g/' • ®i! ' '. „11 v:GT CERAMIC TILE REINF REINFORCE(D)(ING) • • • 26. IF REQUIRED, A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR, DET DETAIL RFG ROOFING . '/ < • •• 4' ° ',5"8 i c)_",' PAINTED, DETAILED AND ILLUMINATED A5 REQUIRED. NO SIGNS OTHER THAN THOSE DIAMETER RM ROOM ° ~+ ' I. ,, ~ AUTHORIZED BY THE CONSTRUCTION MANAGER WILL BY PERMITTED ON THIS BARRICADE. DIM DIMENSION RO ROUGH OPENING -/C y/• - ry • L DN DOWN SAFE SELF ADHERED FLEXIBLE FLASHING -A . -- wieek ��, � • • ., ,.. �, ao 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR DS DOWNSPOUT 5EG SECTION . � �� s f J OTHER TEMPORARY STRUCTURAL SUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE EA EACH SIM SIMILAR EXISTING _ COSTS OF ANY ENGINEERING THAT MAY BY REQUIRED. EB EXPANSION BOLT SPEC SPECIFICATION ` ` Mc,DONALD'S ELEG ELECTRICAL SQ SQUARE • ' ` • RESTAURANT . - z 25. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL PERFORM WORK THAT ELEV ELEVATION STL STEEL .• ' 4.0 ,� v� T DOES NOT INTERFERE WITH NORMAL OPERATING BUSINESS HOURS OF THE STORE. WORK EQ EQUAL T 4 5 TOP AND BOTTOM r _ W THAT WILL REQUIRE INTERRUPTIONS OF OPERATIONS SHALL BE PERFORMED DURING EQUIP EQUIPMENT TYP TYPICAL . �, NON-BUSINESS HOURS ALL ANTICIPATED OVERTIME REQUIRED SHALL BE INCLUDED IN EXIST EXISTING V.I.F. VERIFY IN FIELD " " - • . ' i � THE BASE BID. WI I y 5 ,r_ • �- Valk 1 EXP JT EXPANSION JOINT W/ W .�.-. Vega EXT EXTERIOR WD WOOD - - r •° • '"low - loft 21. SHOULD A CONFLICT OF INFORMATION EXIST IN THE CONST. DOCUMENTS, THE FON FOUNDATION W/O WITHOUT ' _ ' - ' ` ` • : , +• '• •: ,� a CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND CONTACT THE ARCHITECT FIN FINISHED) WRB/AB WEATHER RESISTIVE BARRIER/ AIR - ' 4 .�� • . a • %Mk 21 ` IMMEDIATELY. FL FLOOR BARRIER 4" �� e 4- n? FT FOOT OR FEET WSGT WAINSCOT ' '�\y � • " ' . �-�r �+ / :; 30. JOB SITE SAFETY: THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED FTG FOOTING ,` �� _ . . c> TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE ` . :111111111"k:1111141;"-14.1 .-* :' • :• . • - N. I- CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES - �- OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDER-TAKING OF N :' ` . , ' . w ` ` PERIODIC SITE VISITS BY THE ARCHITECT/ ENGINEER SHALL NOT BE CONSTRUED AS / w '! ` SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A Ll 4: W SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, ' , -.Lt./ C �, v SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR ; • . • • . ;' O EXTENT ` v, OCCUPANCY BY ANY PERSON. ` . • 'O / a , `v) OF WORK 4.4".11•••,' L>: c 31. CONDITIONS OF USE: THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE _ ` - `y O / u r REMODEL OF THE EXISTING STRUCTURE LOCATED AT 12010 SW MAIN ST, TIGARD OR . . ` . • L. • 1-1223. THESE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR FABRICATION t ` `� r `- `,) • ,. t•J �� OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE • . • . / / �� � �F -��GAR1pr = ARCHITECT/ENGINEER. ;.: roved by la �r},+�n� c Approved `1 • Date _ C V 1 GENERAL INFO - PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTESIL C2 SITE AREA: 0.43 ACRE (AD-OI) PROVIDE 36" MIN WIDE ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. REMOVE EXISTING 1, PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT ASPHALT PAVING, CONCRETE SIDEWALK $ CURBING, I LANDSCAPING A5 NECESSARY. LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST EXISTING PARKING: 8 STALLS INSTALL NEW BROOM-FINISH, SLIP-RESISTANT CONCRETE CROSSWALK, SIDEWALKS, ECONOMICAL INSTALLATION, PARKING REQUIRED: I PER 250 50. FT. DINING AREA CURB RAMPS AS SHOWN. PROVIDE 5% MAX SLOPE IN DIRECTION OF TRAVEL 4 1.5% MAX 1541 50.2FT. DINING AREA = 1 STALLS CROSS SLOPE AT CROSSWALK. COORDINATE SIDEWALK REQUIREMENTS WITH AD-05. 2. THE CONTRACTOR SHALL. COORDINATE WITH ALL UTILITY COMPANIES COORDINATE CURB RAMP REQUIREMENTS WITHCAD-04). TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING PARKING PROVIDED: 11 STALLS (AD-02) REMEDIATION OCCURS IN (AD-0I) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND ACCESSIBLE REQUIRED: 2 STALLS (BASED ON II PROVIDED) (AD-03) REMOVE EXISTING ASPHALT PAVING 4 CONCRETE CURBING 4 SIDEWALKS FOR INSTALLATION CIRCUITING. OF NEW AS SHOWN. RESTRIPE EXISTING BARRIER-FREE ACCESSIBLE STALLS (TYP. OF 2) A5 SHOWN, WITH ACCESS AISLE BETWEEN. WIDTH OF STALLS AND ACCESS AISLES TO BEZ ACCESSIBLE PROVIDED: 2 STALLS MEASURED FROM CENTER OF STRIPING. ENSURE ALL SLOPES AT NEV PARKING STALLS AND 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH O PAVEMENT. ACCESS AISLES DO NOT EXCEED 1.5% IN ALL DIRECTIONS; REGRADE PARKING LOT AND -12 ZONING: MU-CBD SEALCOAT AS NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO D.- ADJACENT PARKING STALLS. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/5D1. ENSURE (Y BUILDING AREA: 3,I64 SQ. FT. EXISTING ACCESSIBLE PARKING STALL SIGNS ARE MOUNTED AT EACH STALL WITH BOTTOM OF v THE LOWEST SIGN AT GO" MIN ABOVE ADJACENT PARKING SURFACE (TVP. OF 2) PER W OCCUPANCY: A-2 (EXISTING) DETAIL 6/SDI. INSTALL NEW @VAN ACCESSIBLE" SIGN TO BE LOCATED AT STALL WITH G TYPE OF CONS-RUCTION: V-B (EXISTING) PASSENGER SIDE ADJACENT TO lb" MIN WIDE ACCESS AISLE. (AD-04) REMOVE EXISTING CURB RAMP 4 CONCRETE SIDEWALKS 4 PROVIDE NEW SLIP RESISTANT, CONCRETE IN-LINE CURB RAMP AS SHOWN 4 PER DETAIL 4/SDI. SLOPE IN DIRECTION OF z z TRAVEL TO BE 8% MAX WITH 1.5% MAX CROSS SLOPE. PROVIDE 5'-0" MIN DEEP X FULL RAMP o 0 WIDTH TOP 4 BOTTOM LANDINGS WITH 1.5% MAX SLOPE IN ALL DIRECTIONS. ENSURE TOP AND N BOTTOM TRANSITIONS ARE FLUSH WITH 1/4" MAX CHANGE IN LEVEL OR 1/2" WITH BEVEL. > > LU al Q PROVIDE 5% MAX GUTTER PAN SLOPE. DC CY (AD-05) REMOVE EXISTING SIDEWALK 4 LANDSCAPING TO EXTENT SHOWN S INSTALL NEW GONGETE W SIDEWALK WITH A SLIP RESISTANT BROOM FINISH. PROVIDE MAX 5% SLOPE IN DIRECTION OF z TRAVEL $ 1.5% MAX CROSS SLOPE. PROVIDE 5'X5' LANDING WITH MAX 1.5% SLOPE IN ALL O DIRECTIONS AT EACH DOOR 3 CHANGE OF DIRECTION. ENSURE THERE IS NO CHANGE OF LEVEL OR THRESHOLD GREATER THAN I/4" OR 1/2" WITH BEVEL. SEE DETAILS 8/5DI 4 11/5DI. REMOVE IS d) 4 REPLACE CONCRETE CURBS ALONG AREA OF NEW WORK. FLOAT ASPHALT AT AREAS OF ' N W PARKING LOT ADJACENT TO NEW CURBS AS NECESSARY TO MAINTAIN TYPICAL b" MAX CURB. tr., Q PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO EXISITNG ASPHALT PARKING IIN Vss LOT. EXTENT SHOWN 15 ASSUMED MIN WORK FOR ACCESSIBILITY COMPLIANCE. GC TO VERIFY WITH EXISTING CONDITIONS d CONFIRM EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION W 1_- MANAGER. (AD-Ob) SEE FLOOR PLAN Sc. ., - SITE PLAN KEYNOTES (AD-07) REMEDIATION OCCURS IN (SP-0b) 4A 4g12[4 (AD-OS) RELOCATE POTTED PLANTS TO NEW LOCATION SHOWN;VERIFY LOCTION WITH ,... MCDONALD'S CONSTRUCTION MANAGER. ENSURE POTS DO NOT REDUCE ACCESSIBLE - L (� (5P-0I) REMOVE EXISTING INSTALL (I) NEW DIGITAL MENU BOARD A5 SHOWN, SEE DETAIL 2/DTI.O ROUTE WIDTH TO LESS THAN 36". ENSURE POTTED PLANTS ARE CLEAR OF NEW ENTRY 3 2 _ �y , , , , FOR EXACT LOCATIONS AND to/DTI.I. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING DOORS. DTI.O DTI.O Q`NNcJ� W - • 5P-I8 FOOTINGS, (AD-O� REMEDIATION OCCURS IN (AD-05) • • Syy M . z z x (5P-02) REMOVE EXISTING CUSTOMER ORDER DISPLAY 4 INSTALL (I) CUSTOMER ORDER CANOPY AS RKt.Hi�lD,WA ` W " • ' a r -1� VAS SHOWN PER DETAIL 6/DTI.2. SEE DETAIL 2/DTI.O FOR EXACT LOCATIONS. LOCATE EXISTING (AD-10) REMEDIATION OCCURS IN (AD-05) T.*' - , .,- ■ -�• � = UTILITIES PRIOR TO EXCAVATING FOOTINGS. - c�p_pq ', q : O �, ` 1 ' (AD-II ) THRU (AD I6)SEE FLOOR PLAN. 'OF a� ��� `� �_- ____�_s W �; ..` , - W (SP-03) INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2IDTI.O. (OPTIONAL -I \ 6 ` R=.2'-0" - AT DRIVE THRU BOOTH) PATCH 4 REPAIR CONCRETE PAD AT DRIVE-THRU A5 NECESSARY. ( �) REMEDIATION OCCURS I N (5P-26) PAVING SPECIFICATION I u ;LL IS/DTI.I $ 20 DTII. (AD-I8) REMEDIATION OCCURS IN (SP-26) (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) .' P 5P-14 :' �� __-=,- ‘13_ W . . _ r (SP-04) REMOVE EXISTING 4 INSTALL NEW GATEWAY SIGN PACKAGE A5 SHOWN. COORDINATE 111111111 la - 5P-0`1��. TYP LOCATION WITH McDONALD5 CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM - .. 6 . . �' P`0'-wry- . '•," SP-Ib w - SITE ENTRANCE. XE DETAIL S/DTI.2 FOR MORE INFO. LOCATE UNDERGROUND UTILITIES - '• N PRIOR TO EXCAVATION. Ol ���. 1 e r. .. -• _ 8 REMOVE EXISTING 8 INSTALL NEW PRE-BROWSE MENU BOARD PER DETAIL 12/DTI.I. VERIFY ' ` '' • `Y LOCATION WITH McDONALD'S CONSTRUCTION MANAGER $ DETAIL 2/DT1.0. WE ,: piiiiiiiii �� �_0 ; :!� .•� ti� N❑TE MNALD'SENGINEER RSERESTHERIGHTT❑ REQUESTA COMPACTION5P15* r ; :. I ;.� • (5P-O6] INSTALL SPEECH/HEARING IMPAIRED SIGNAGE ON THE DRIVE-THRU G.O.D. EACH DRIVE-THRU TEST AND/pR A CORE SAMPLE, IF TESTS PROVE CORRECT, PER ABOVE ' 1 �• P p SPECIFICATI❑N, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, `� = 1 1�'y�7111W111737.-5-__s �. I�. j',- •..` y glo , SERVICE WINDOW. SEE DETAILS 1/SDI 4 Q/A4.4. PICTURE MENU, CLIPBOARD AND PENCILS ARE TO OTHERWISE, G.C. WILL BE CHARGED. MEM I r ®'/i.:;-$ >r NP . 5P-26 - Q p BE PROVIDED AT EACH DRIVE-THRU WINDOW. y 5p-O5111• PATCH AND REPAIR EXISTING LANDSCAPE A5 NECESSARY TO ACCOMMODATE DEMOLITION LOT LIGHTING RECOMMENDATIONUall .''� • w w �. �� AND NEW CONSTRUCTION. NEW LANDSCAPING TO MATCH EXISTING ADJACENT, ENSURE SIGN LEGENDm 5P-02 .4 ® +�!•r•. i PLANTINGS DO NOT INHIBIT VIEW TO DRIVE THRU SIGNS. III' w � EXISTING LOT LIGHTS TO REMAIN, VERIFY WITH McDONALD'S CONSTRUCTION q ' IJ. SP-01 EXISTING McDONALD'S a" '. (5P-08) DESIGNATED PULL FORWARD PARKING STALLS 4 SIGNAGE PER McDONALD'S STANDARDS. MANAGER IF CLEAN/RELAMP OR N❑ WORK DURING THIS PROJECT. '' ••. " 5:1;f-270 P 07 RESTAURANT ' dT� �� ® RELOCATE EXISTING SIGNS TO NEW LOCATIONS SHOWN; PROTECT FROM DAMAGE. RESTRIPE O "WELCOME"::::::::(10 NEW)� - Typ ' . .. as . STALLS TO BE {2) GOATS TRAFFIC YELLOW.R=2`-O" O CUSTOMER NENk) 1 . : 3 164 SF (5P-OI) REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT �` +' ; �" All ACCESSIBLE PARKING STALLS, ACCESS AISLES 4 CROSSWALK. COORDINATE WITH(AD-02)* DI - .i NU == - W) CDI ,. 5P-28 I �' .lk f 5P-Iq ® ,. D (AD-05)FOR REQUIRED SLOPES. ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. v v .o0.a • • •• � 1 - w w SP-Ob ��.•••4® • J'� t I QI (5P-10) INSTALL CONCRETE WHEELSTOPS AT LOCATIONS SHOWN. 5EE DETAIL 12/5DI. O PULL FORWARD STALL SIGN (2 NEW) Q o o 0 o t 0 0 L,- ® 5P_O.J daft TYP. ( 5P-II ) PATCH AND REPAIR EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONSTRUCTION Qint) D °' o_o_a a) 'L), �� O ` ik SEAL COAT ALL ASPHALT WITH NEW ASPHALTIC LAYER. STRIPE PARKING STALLS AND 0 N :5-?,) 213 o �d 5P-08 SYMBOLS AS SHOWN. PAINTS TO BE TRAFFIC WHITE (2 COATS) AT PARKING AND TRAFFIC MOBILE ORDER PICKUP STALLS SIGN (I EXISTING) 0 a+ a o �'� . SP_! i ~� YELLOW (2 GOATS) AT DRIVE-THRU. SEE DETAIL I/SDI, 2/SDI, 4 3/SDI. 1 = v E.o ce_ ° ,�6.4 f_ AD-OI����\ Q o . Nut�, +� la, 15) 7'� ''. . =tq, ®` 1 ��0 ;P-I4/,. (5P-12) REMOVE EXISTING GUARDRAIL FOR INSTALL OF NEW CONSTRUCTION. REINSTALL PER PARKING INF❑RMATI❑N •4 0 .`� • �� � ',� . .4 • ; - ��• , p� DETAIL 10/SDI. VERIFY REUSE WITH McDONALD'S CONSTRUCTION MANAGER INSTALL PER Q E v 6_. 16 '- 9 A W + +�� McDONALD'S SPECIFICATIONS. FINISH PER ELEVATIONS. ENSURE 54" DEEP MIN PROVIDED 1 9'-O" X 18'-0" SPACES 0 90' to v n § .__-8.s 5f'-03 TOTALon SP-07 ' ��' • ` 5P-01 ! / �/ U' AT DOOR. SPACES N w o " �, �,P \0_._.074# 2 ADA 9'-0" X 20'-0" SPACES ® 90' v m ��__ •-O4 w W i (SP-13) APPROXIMATE LINE OF NEW CONCRETE WORK TO EXISTING CONCRETE TO REMAIN. 11 " - c om- je4. R=2'-O" 6 9'-0" X 25'-0" SPACES 0 90• t -''''2 `° ° m o c (SP-14) APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. (� ',. „Q a �� ' • 2 9'-O" X 18'-0" PULL FORWARD SPACES 0 90' "' E v o ' N E u . 6-,,....,_ /� _ S, (5P-15) EXISTING ROAD SIGN TO REMAIN. PROTECT FROM DAMAGE. .D o c U a. o;) o � • �` • �� .., Al& b,, �' ��0 SP-25 (SP-I6) EXISTING DIRECTIONAL SIGN TO REMAIN. PROTECT FROM DAMAGE. ,,,,,,,,.. c c,L ti, v °'e 4) C - .-04 '. RA, • r-, w �� ( ) D J G at L t 16 •�ti • �6? rj;••-30 ,, w :. r . 4,40 (5P-17 NOT USED. f o J c U S (170 ' I`T 5 (5P-18) EXISTING LOT LIGHTING TO REMAIN. A 1��\ ._ �� /�� _ tn o•N C N a 6 s'� o�� UTILITY-INFORMATION o �, ,� IVV' (5P-Iq0 EXISTING BOLLARDS, PROTECT FROM DAMAGE. FINISH PER ELEVATIONS. N N o .0 0144/411 ' A/ %/0, / ' ' (5P-20) EXISTING GAS METER ASSEMBLY TO REMAIN; PROTECT FROM DAMAGE. SIZE TYPE LOCATION a L>"at • A (SP-21) Nor USED. uo ° N o i.: 5P-10 , GAR[) SANITARY SI WEl2 EXISTING u� c _o c, oNL aw . - ' :t. r' 111P �® (5P-22) EXISTING CATCH BASIN TO REMAIN. CITY aF T� pl Ing WATER EXISTING •- �"y '.�tQ a` �' 1 °� �Q „p (5P-23) NOT USED. n1�OVed b 0 T t ' / �� AAP STORM SEWER EXISTING �-5 N 5 0 o Y.. ,-07 ` p 6 L 4J�` (SP-24) EXISTING TRANSFORMER TO REMAIN; PROTECT FROM DAMAGE. _ V v o a,.� • / b Date: ELECTRIC EXISTING 4.) o, i_ m '- ar AD-O • (5P-25) NOT USED. �,C�--� 0 0� t,'-s (5P-2b) REMOVE EXISTING EXTERIOR SEATING, BLOCK WALL, EXISTING LANDSCAPING 4 CONCRETE If11t115� GAS EXISTING ~ c w " " - PATIOS $ CURBS TO ACCOMMODATE NEW CONSTRUCTION. INSTALL NEW CONCRETE PATIO 4Q W w . , SURVEY • INFORMATION -cc,, r- CURBING A5 SHOWN. PATCH $ REPAIR EXISTING LANDSCAPE A5 NECESSARY. INSTALL NEW W 0 E f EXTERIOR SEATING PACKAGE BY OWNER THAT PROVIDES 5% MIN ACCESSIBLE SEATS. LOCATE ztil r,� F .. ACCESSIBLE SEATS ON 36" MIN WIDE ACCESSIBLE ROUTE I MARK WITH INTERNATIONAL 0 ,ci, -. LU .61 SYMBOL OF ACCESSIBILITY. PROVIDE 30 WIDE X II" DEEP X 21" AFF MIN KNEE SPACE d 30" n: Q > WIDE X 48" DEEP MIN CLEAR FLOOR SPACE AT EACH ACCESSIBLE SEAT. ENSURE 34" AFF MAX p Z a Q 7 TABLE HEIGHT. DISPERSE ACCESSIBLE SEATS AMONG VARIOUS TABLE TYPES 4 SIZES. ENSURE LEGEND MAX 1.5% SLOPE IN ALL DIRECTIONS AT PATIO SEATING AREA. (SP-21) REMOVE EXISTING TRASH CORRAL WITH ASSOCIATED CATCH BASIN. ASPHALT, LANDSCAPING, EXISTING CONCRETE CURBING TO REMAIN/ REPAIR CONCRETE CURBS, $ CONCRETE DRIVE THRU PAD A5 NECESSARY TO ACCOMMODATE NEW WORK PAVING 4 CURBING THROUGHOUT DRIVE THRU LANES AS SHOWN, PER McDONALD'S NEW CONCRETE CURBING m SPECIFICATIONS. SLOPE TO DRAIN A5 NECESSARY. SEE DETAILS 2/DTI.1, 3/D71.1 4 4/ DTI.I. N (SP-28) NEW LANDSCAPING TO MATCH ADJACENT 4 AS REQUIRED BY LOCAL JURISDICTION EXISTING CONSTRUCTION TO BE DEMOLISHED r REQUIREMENTS. ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF DRIVE THRU 4 DIRECTIONAL j� //� W SNIPING Ill o SIGNAGE FROM CUSTOMERS. ILI (SP-21) NOT USED. PLAN SCALE' 1" = 20' < 6 EXISTING LANDSCAPING TO REMAIN IY (5P-30) NEW TRASH CORRAL 4 ASSOCIATED CATCH BASIN AT LOCATION SHOWN. SEE SHEET TI.0 FOR - a MORE INFORMATION. PROVIDE NEW CONCRETE SIDEWALK TO TRASH CORRAL AS SHOWN. STREET ADDRESS I -4. COORDINATE SIDEWALK REQUIREMENTS WITH(AD-04) IW W W W NEW LANDSCAPING 12090 SW MAIN ST (5P-31) REMOVE EXISTING BOLLARD- 0 z s (SP-32) REMOVE 4 RELOCATE EXISTING LOT LIGHT. VERIFY EXACT LOCATION WITH McDONALD'S EXISTING CONCRETE TO REMAIN CITY STATE L IL 01 CONSTRUCTION MANAGER. SEE DETAIL I5/SDI. TIGARD OREGON 1.1] I ao r • d '•a ; NEW CONCRETE EXISTING LOT LIGHT COUNTY _1 DC ILI iL o i]. NEW LOT LIGHT WASHINGT❑NY - Q 'rIN z - coLLI D- z R ul Q L- CN O ', - -17, m SITE PLAN REGI❑NAL DWG. NO CORPORATE DWG, NO. �, E ¢�-�-2-l�> - #04626 0 z 0 SCALE: I"= 201-0" 36 - OO1/ ® 62 w nm I I 0 5 10 20 40FT SITE PLAN 2 • 2-0" LOCK NUT 5' 3' 3' (4) I" CP ANCHOR i' S'-D" VARIES 5'-O" r'• / A{' )r BOLT INSTALLED ON *4 CIRCULAR TIE -��� STRUCTURAL NUT / / /' 11e � , • A 10 1/2" BOLT (8) *5 VERTICAL z x PLATE WASHER (PER I'-6" MIN. 8% MAX. MIN. m \ 010j CIRCLE • s �REINFORGING BAR / i' 1.5% MAX. SLOPE SLOPE 1.5% MAX. SLOPE i LIGHT POLE MFR.) (ANY DIRECTION) (ANY DIRECTION) \- �c -- . • , LIGHT POLE BASE . _ m At II '0 A v Ce \ / n l!1 ;- 1_�l = PLATE 1 \ / LANDING PER SITE PLAN In I, 4 • � I 1 I I I I I 11/2 c_v #4 CIRCULAR TIE ., 0 / 1111 i \ - � - - � 11 I Ink '� `� WITH A 21" (MIN) LA� o z v RAMP DOWN ) ( } ) ":6 S, (2) I PVC CONDUIT 4 r ���—�� I I i i I I `� SPLICE mII '.0 PAINT SOLID CHASES �\ r I I I II i 1 I i,1 \ 0 0 fl \ ) \ q YELLOW \ 3" GLR. TYP. _ N — _- -r- =_-4 =-art-- -- ' I- IL SIGN *14I ) /\ 1 ,� `1 ''I I I 4 I I I I SLOPE TOP OF ►i1 4 0 \ / T Qr (PMS 123) - i-,.. 4a - — 1 _— __ _1-_ ' - FOUNDATION 1/4" PER 1 - _RESERVED 3" CLR. TYP, \ i i I 11 / 42 1 I I I I FOOT TO SHED WATER 1 /` p � v ONLY �/ POLE BASE - PLAN VIEWI I I I I CIRCULAR TIE DETAIL FAINT SLOPED CURB WITH PARKING �' ! 11 I 0 SCALE = 3/4" = 1'-0" PLATE WASHER (PERS O 0 < E SCALE = 3/4" = 1' 0" (2) COATS TRAFFIC r Q LIGHT POLE MFR.) NOTE : ARROWS AND WORDS GAN BE ARRANGED f_r YELLOW. o Q IN OTHER COMBINATIONS THAN THOSE LEVELING NUT RAMP WITH 8% MAX. PAVING PER SITE PLANCs 1.6 LIGHT POLE BASE ON TOP OF SLOPE AND 1.5% MAX. VAN ELEVATION RESULT. TED HERE TO ACHIEVE DESIRED SEE LIGHT POLE LIGHT POLE CROSS SLOPE SIGN #34' ) BASE ON TOP OF FOUNDATION ACCESSIBLE FOUNDATION DETAIL I 1 SCALE = 1 112" = 1'-0" DESIGN CRITERIA: SECTION 4.6.4 OF THE ADAAG STANDARDS REQUIRES AA5HT0 "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR EACH ACCESSIBLE PARKING SPACE TO BE TYPICAL PAVEMENT MARKINGS m I "`�' ' I �$1OD FINE FOR IDENTIFIED WITH VERTICAL SIGNAGE. 0 0 • i 1 HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 200a f SIGN #T42 )i 5D1 SCALE: NOT TO SCALE PAVEMENT_MARKINGDWG a €r� 11� a+ 4II FOUNDATION DESIGN PARAMETERS: V����ON 5 5 c i . , I 11 rl--7 M THE SIGN DESIGNATING THE PARKING SPACE AS , W I-p$ F i i l� {8) #5 VERTICAL I. MAXIMUM LIGHT POLE BASE REACTIONS: ACCESSIBLE MUST DEPICT THE INTERNATIONAL 6'-O" IY di 0 z 1I 1 SYMBOL OF ACCESSIBILITY (ISA). THE SIGN MUST :L Ui w I I i I 1111 1 I REINFORCING BAR LOCK NUT • BASE MOMENT = 16,845 LBS-FT �' w r_, v z I ALSO USE TEXT TO IDENTIFY THE SPACE A5 w n -77771,:),' {2) I PVG CONDUIT STRUCTURAL NUT �� • BASE SHEAR = qTS LBS z 7 cn Lu 11 11 RESERVED. 4 i 1 'I I I 11.. (4) 1" ANCHOR BOLT '� 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH SIGN m i1 I I:1 PLATE WASHER (PER IN-LINE CURB RAMP DETAIL I 1 II 3. MINIMUM REQUIRED SOIL PARAMETERS: a IT 5 RECOMMEND THAT THE U.S. DEPARTMENT OF DRIVE ..i ,_ #4 CIRCULAR TIES LIGHT POLE \SDIO �, H 11111 I 11 X TRANSPORTATION STANDARD R 7-8 SIGN BE to :,o, I- I1 a ti. MANUFACTURER) • COHESIVE SOILS: SCALE: NOT TO SCALE IN_LINE_CURB_RAMP.DWG <'AV cr �t %\% `11 . i 1 Ir \\f\W''<•'\// LEVELING NUT2 = a, t 11 r - SHEAR STRENGTH = X50 LBS/FT.2 MOUNTED IN FRONT OF AND CENTERED ON THE 7. \` _ - PARKING SPACE. 0 .,/, 11 1 u I I'" \//\��/\\/ - 6 MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL `fl ry \\ „ II I u I. . f//��/`-\. ' Zia \ ♦ STATE AND LOCAL GODES MAY HAVE VARYING c \ ru1 ♦ / • GOHESIONLESS SOILS: EXTERIOR FACE OF BUILDING / \ t..J �// u" Ii r I I �^,\\. � N t i i REQUIREMENTS. SOME STATE OR LOCAL CODES in i:.' o '' 11 II %.'/\/ - ANGLE OF INTERNAL FRICTION = 2l DEGREES w '' II �.J/\\ " II ����\ - WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE �f SEE SITE PLAN / AMOUNT FOR PARKING IN THEQUIRE AN ADDITIONAL NTHAT RESERV�DCATES A SPAGE FINE o ~ > ill II �` WITHOUT PARKING REGISTRATION. FINE AMOUNT MAY O e o Q .�I '� ai ,� _�_ z FOUNDATION VARY. ii °, ii �- - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL \ X10 I I/2" DIA. A53 GRADE B o '~+j �� Ce "� 4. THE SOILS REPORT SHALL SE REVIEWED BY THE ENGINEER OF RECORD TO STEEL PIPE HANDRAIL SET EACH VAN ACCESSIBLE PARKING AISLE IS ALSOTHRII " ��`"�' ✓ Ik 1 I" ANCHOR BOLTI CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED ' INTO CONC. PIER - (ILREQUIRED TO BE IDENTIFIED WITH A SIGN WITH THEA ©A rrt # 114 .. iii° BEFORE THIS DESIGN 15 USED. IF THE MINIMUM SOIL PARAMETERS ARE NOT VERTICAL SPACED AT 3'-4" TEXT, "VAN ACCESSIBLE" MOUNTED BELOW THE 15A. IT II • ' II MET, THIS DESIGN SHALL NOT BE USED. O.G. MAX. - SEE SITE PLAN 15 REQUIRED THAT A SIGN BE USED TO DESIGNATE II - I1 2"X2"X3/8" PLATE IRKLAiVD, WA II I. O 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS FOR GUARD RAIL LENGTH EACH VAN ACCESSIBLE PARKING SPACE. ter- v'-;Tr , WASHER W/ 1 I/16" a1 - 11 HOLE TO BE EMBEDDED AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE INSTALLED TO m _ in, II - . III DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS HAVE NOT BEEN �s ' IN FOUNDATION I THE VERTICALAS IGNAGE 15 REQUIRED TO REMAIN � . vN, n r EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM x INTERMEDIATE RAILS - - VISIBLE WITH VEHICLE PARKED !N THE SPADE. IT 15 OF 06P II. n- ,� II .-3" GLR. BOTTOM NUT FOR I" DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. < I/2"� STL. BARS @ 4" 7YI'IGAL SITE PLAN RECOMMENDED THAT THE BOTTOM EDGE OF THE II '11 ANCHOR BOLT O.G. MAX. LOWEST ADAAG REQUIRED SIGN BE MOUNTED AT 60" " ii ° � IYP. 6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE �t\ ABOVE FINISH GRADE. THE PARKING SIGNAGE MAY gill- CLOSER THAN 8 F7 FROM A RETAINING WALL. \ \ - -1 -II •„ e 11 LOCK NUT ALSO BE MOUNTED ON A WALL OR BUILDING. in L �` T. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE T f T - T -1 �I� I I in t 1 \ \ GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. I I I I I I I 8" DIA. X IS" DEEP IT 15 RECOMMENDED THAT THE HORIZONTAL 0 21-0" GENERAL NOTES: I I I 1 I I I I CONC. PIER DIMENSION FROM THE SIGN PLACEMENT TO THE FRONTWI _ m ,f" �t' \ I U I U OF THE SPACE BE 60" OR LESS. IF THE SIGN 15 �/ %.% V I. CONCRETE COMPRESSIVE STRENGTH (F'G) SHALL BE MIN, OF 3,000 PSI L , J L _1 NOTE: LOCATED WHERE IT GOULD BE DAMAGED BY = t VIEW A-A ANCHOR BOLT DETAIL 2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALV. PER ASTM PREPARE $ PAINT METAL VEHICLES, A BOLLARD OR OTHER PROTECTION IS - SCALE = 1/2" = 1'-0" SCALE = 1 1/2"= 1.-0° F232a RAIL PER SPECIFICATIONS- RECOMMENDED. 5. REINFORCING STEEL SHALL BE ASTM A6I5 GRADE 60 VERIFY COLOR w/MCDONALD'S 11.11111 I 4. NUTS SHALL BE HEAVY HEX ASTM A565 GRADE DH, HOT DIP GALV. PER PROJ. MANAGER NOTE: ALL TEXT AND ARROW SHALL BE PAINTED ASTM A153 YELLOW (PMS 123) : = • nLOT LIGHT FOUNDATION 5. PLATE SHALL BE ASTM A512 GRADE SQ, HOT DIP GALV. PER ASTM A153 GUARDRAIL ACCESSIBLE PARKING SIGNAGE PAINTED "DRIVE-THRU" WITH ARROW b. LOCK NUT SHALL BE HOT DIP GALV. PER ASTM A155 1062SCALE: __ LOT_LIGHT_FOUNDATION.DWG \SDI SCALE: I/2" = I'-D" GUARDRAIL.DWG \SDI SCALE: NOT TO SCALE ACCESSIBILITY-51GN.DWG \5D1 SCALE: NOT TO SCALE PAINTED_DRIVE_THRU.DWG o ro at >, U 0 a! L 7 ro F N • N 6'-8" Q D o0vovo0 8" EXP. JOINT D t ` O O W/ BACKER ROD VARIES 5" 15 LB. BOND �, a_ v O N • j SEALANT 1' / i BREAKER o a� v o O a O Data Sao CI IN • cu a,Q.: _ocpci, �,� ata m 1.5% SLOPE MAX. -ASPHALT - • L T.O. FON. ) PAVING .` \ THANIfo O/ = .�QT.o. SLAB ' - Customers With Speech ry CV o 3 LZ Or Hearing Ditficuflies © vIs: ccBUILDING l ; Please Pull Up To The at1.02°° O co7 {1 W • _ I Next Open Window For C + atocFOUNDATION I o ° a Oassistance In Ordering u amPER STRUCTURAL Vf: \ .�c ''. SIGN T icil0 0 4" COMPACTED • `/\\/\ ' =-�:. `n c, o °' ' / /\' LAYER D APPROVED <; 4 a \\`•\ " \ ONE INFORMATIONAL SIGN SHOULD BE MOUNTED AT \ c fl J r v 1:1(1)11) v SUBGRADE MATERIAL // EACH ORDER STATION TO PROVIDE DIRECTION FOR 0 a °:U o 6" J HEARING AND SPEECH IMPAIRED CUSTOMERS. THE o : #4 BARS 48" O.G.— I C / / J MOUNTING LOCATION OF THIS SIGN 15 NOT SPECIFIED 0 cn-`".c o F .' e' - ORDER STATION YOU ° ,� �, L m CONCRETE; REINF. 1 ° BY THE ADA. N c O - . Iz. ' _ E _ ,„ W/ FlBERMESH 7 o L N u O N a _ a„ NOTES: ' o` o 0 \ ® 2 ° O 2 I. PROVIDE CONTRACTION JOINTS @ 15" GC 4 EXPANSION JOINTS i 75' CC ro j ro La o NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) O a N m.0 u -c O•- 00. a)L I— cL C.-' N r, BUILDING SIDEWALK HEARING IMPAIRED SIGN @ C.O.D. PAINTED "THANK YOU" SDI I,/ SCALE: I" = I'-0" SIDEWALK.DWG \.,,SDI SCALE: NOT TO SCALE SPEECH_SIGN_CODDWG \SDI,/ SCALE: NOT TO SCALE PAINTED_THANK_YOU.DWG 4"-0" 1' ii, qu cp I, PRE-GAST CONCRETE \ WHEELSTOP 6'-0" LONG \ 8" VARIES, SEE SITE PLAN 15° r s 2" \ 4" J 2 r I" R TOOLED ----..\-----'-- LANDSCAPE AREA — 6" �-, EDGES, TYP. PER SITE PLAN �' .� \� \ \ I ? GENERAL NOTES: I. THE LOCATION AND ORIENTATION OF 4. PROVIDE TWO CIRCUITS FOR MENU _ MENU BOARDS AND PRE-SELLS WERE BOARD. ONE CIRCUIT FOR LIGHTS AND DETERMINED BY THE SIGHT LINES OF THE ONE ONE CIRCUIT WITH LOCK FOR CARS SHOWN. THE CARS WERE MOTOR AND CONTROLLER. POSITIONED ACCORDING TO THE MAX. - AMOUNT OF CARS DURING A PEAK PERIOD. ALL DIMENSIONS SHOWN ARE BASED UPON PROTOTYPICAL LAYOUTS 5. ALL GALVANIZED ANCHOR BOLTS TO BE SHOWN. ACTUAL DIMENSIONS TO BE SUPPLIED AND INSTALLED BY THE BASED ON SITE SPECIFIC CONTRACTOR. CONFIGURATIONS AND THE Z REQUIREMENTS OF NOTES 2, 3 8 4. :=' r-- 6. CONTRACTOR 3 SIGN INSTALLER TO INSTALL ALL SIGNS PER MANUFACTURER ;.,) 2. MENU BOARD 15 ORIENTATED FOR INSTALLATION INSTRUCTIONS. = VIEWING BY CAR 4 (PRIMARY USER) d CAR 5 (SECONDARY USER). 3. PRE-BROWSE MENU BOARD IS ORIENTED L z FOR BY CAR 6. c :=' .: l.1.1W cr LY iY w Z Z nI DRIVE-THRU GENERAL NOTES . �DTI.O SCALE: - DT_GENERAL_NOTFS.DWG u " D4 eLfs. C? MIE L. DA A ° — — .—_ •— — RKLAND, WA e _i_L___ _ ii ,— "v OF Oo w w f V, �- .. w w v w Se, tir - w I- .4. V11, r Iu rf, W ��� ,; 1 4, U _ w' f mar v •'- 'ICLE n .° 0 �' '41, ' ` v w \r.r: w GATEWAu - .�,r, L TDETAIL I= TRORDET R i ___ w y _,. a= - CANOPY, TYP. SEE � 14 4 LINI fa- I So a DETAIL 6/DTI.2. _------0:0•00017400-0 4 1 ° "-- , ,i" , , IF--/ - - - - 1 I . LI= p r 4 • • q DIGITAL MENU BOARD � -6 I,� BAR CAR '---' f -: GAR GAR r i . I ••":. -,/v,/,-... . ' a-Q\ a ° TYP. + ; , RB I. . .,,„:41.- Ita ib ........>...„.„.--"---V, - V t. SEE DETAIL 10/DTI. Z.';' ,.,_ —:- l� �- --J 1:1 ! �=—.` IDw-1s a %S' 4 14 . 1• Sa v r! lti 111111101 ���� 54. 4 - I v m 7 N ti / a ^ w N O G + s \L- 4 ,, v 1 -- _ .y Q' - '� n a -i ti P 'c a a-a 45 O . w ® 4 I • I ' v I _� I 4 • e tLV' ��/ �4�1 ra---� _ r —� 4 LL' .-. --_ a �' y o n 6 4/1 Zf 1 r � . 4. r '. 1410\11111116..412.4:::- 9v 4 a5 v 1 v /�'(p\��`� 4 e CD n f, /� �L' - t //-r , ' r'•s�.J1 " ,, w�Air �\ v - q w o .-+ L O 0 \, • � c ),L...„ii , I a • a �/ v A. v O �l i �� • 1i��_�R I I e I O �, ° d - e `�' �♦ -p 'Ci.. L' a �, .«� W 4 !, .4 < v : d ti, ., ,� I• .v 4. a v W O �5 O U O.O A- e� ryt A ".:3' \ ,• N I I q. 4 v, W a y ° 4 ! ` e, p :1)- .U) Uj� L 4 IE'. W is 4 " / v L I cN U U -J Y 4 ,yY..- 4 4 �1 QI u)a-' N N 44- lic •b q v iii/ !` PRE-BROWSE ° Qe v vl v. • oo /y v E"� o '). 41: R=30'-0" :'. 4 v- • ' _ �: 4 ' BOARD. SEE • v o V♦ o o o a ` ti 4 f v ', a y ° �1I DETAIL f2/DTI.I v a w 1 $ `" -n m v, � R=201-q,"17,,,,''.,,,,, �e d �, „ EXISTING <1 ° Q4 0 = ° o 0 0 r , ....... „:, a ' vw a 1 • v I 214 �'f'' MCDONALD'S a 4 ° a .� N ° �, ict:' o 1 1( Y, aV .. C C+' fll16 I1' ` "f' a • ° ' ° I'' 3'3 �' v 4 ° 'i�(I �a ' '` °'� .J RESTAURANT V ° a ° . acapI ° '_�, o` v '\�j Y 1a 1y , y, 44 fJ4 �Y Q v Q v 4 v Q Civ , o L acs .- m- 4 • V ;, ww f. b. wd V 'a Vav - O J HW \- va - - va, � 1 ]• �' 4 Q - a ° 4 , J •C w a N v,. ti 's ° 4 •.4 .'tF .Sh ,y a w �' i f PLACEMENT NOTE: THE PLACEMENT OF Q a, n a .v ° a CO•�/ o ¢ °� w - t,.t 5 v- �.; w o w 4 v • a a W o L' C R,,, I ca w ��, THE CUSTOMER ORDER DISPLAY yr ° 0) a in 4t L' "J v ` ° .:...� v i SHOULD BE THAT IT DOES NOT BLOCK 4 a 4'V .E. Q a=N." 0 m °C' N Q v - e W N.o u O ° C . 11 .. - V' Ni.- ''' 4. v, 'I v' 4 p4 - v 8 p t m Q5 W 7, -\1=-' . ''''' ...,, ,4-, 4 4 W I - THE VIEWING OF THE MENU BOARD ° " °5 V 4 °, 4 . v. ' w Q 4 w v ` FROM THE DRIVER'S VANTAGE POINT. 4 'a . °: Q' a I C a o 0 N �o a o • c, NJ 'S, v - - .v4 4 Y' - v " v ! - W i - G 'di: '..,i 30 r.-. O O ° �, w w V ° I �rl� N++ C a, v r` 'J N r 4 -411. ' : 4 • V r . . w i a a 1 4 4 - v - g '- 7•.} O L ++ I a REPRESENTS CENTERLINE OF ° 4 _ „._ a) 4 a v •: 4 40 N = ° c°i V w v I y ° N y- 4, d \� k ,y n a i :i v DRIVE THRU LANE. 4 , " o -� °fil ° w 1— a•3 « c m+.) `' v - - W Ni.-s w 1 I v. a 141V. L O o L L w i 4 44• �, a c a �y I 4 ed ter, ; ... 14th 4 \ c v" I ° '4 - ° 4 ,`rillillik '� V' { 4 -%''� r;. 4 \ • V• a 4 Vr y a G 4 V v a ,4L. -4,, I Y• v v - ` r,rr d �„ I: C' } t i.ll-JY G' .41� nf 4 �' v ' v Q v I `� q ":' �{�i I. I :.13 �.5 C� u S w w v . 4 i \ _ `�'' w <r `\ 4k 5- ° .. rar `o;'�"r„..51,••••'• 7` 4 v � "� C'� 3,,r F- �:� �V RI=PRESENTS CENTERLINE OF 4/441v, :. � 'yy 'a v°'vQ \ a w 4 'v 4 a i ' v v ; + ' u- ° � OPERABLE PANE AT CASH -L. w . a 4`,. 'il4Q \ ` v �`� '� - a ,�, , , . 4 _` •Ale7►�. _ ° BOOTH WINDOW. FF'1 °' - o ,a4:° ,t .� �, 1.r ocil 4 �j 4 _,v a. ,� 4 \., + • L_4__J o w v V a u 4 v 4 HOLD ' `'� `4 • o La_—J a v 4 v s•• . RSO b . .44 �� v —._._..._.s._.__.. ti a v l • -k ,4 I ,___,, -,, A. . `.\01 414.4.4,7 tio t' • --***"4.-\,•,....... 4 4 v a a v V �� �, • a o d �\ 0 o �/� aa� s''.4 ' kNiiiiii;441144: 4 4 4 \\ a 4 v 4 ° v4 w , `\; ° \ \\\ / Y.E.F. oa `fie `l,` 11, \ \--9° Illitt 7, ,digi \\ `` \ \ ,.p d ` ,\ Ch a w o q Ci r� s n ti i'' ': '1 '''. C �" w. \\\ 4 _ D i',, \ 4 4 ,r, w V, \ `ti : DQ r� \\ 4 4 •v ,`. \ � ��. �''T y, ' vW, d C.\.D d n r 1\ \\ ti '.✓ ,y,\ d' 4..,D d - . \•, n ' Q L� V3 v' p r . v w \ p G v I Lv v ` \`� j �' \� ° v : ` A/ v- \ Y fa- w is (r• O. 'i• d d d. 1:44 \, \ \ `L \\ V.. \' \\, d -d' '`. 4 - n .p ,•.\ " �' LI_1 H W G�3 W is �j. `\\ A d \ \!y L`. � y Y' \ a \ , �� W L_J_. � CL' X r '2 w U . \\� v. D \.L _ cv ti w W' v< w \\ p - • \ W `L 1\ V< \'� W �, , p D-. \ W .,;4 Ni, L�.) �`\.` d.- D D p `\ \ \\t�. ` u, V" \* a D _ '_44 V \ `�;"L W 'y , ..- c- l_ D 7 w w [ Y< \\ w \1 G y d \ \ V \. d \ w 4..\ ` e d a \\ \c. 1\\� v w v,.\ A a °�a \\,,. Y l�1 c. trr v-\ v.-II\ v. ti \� - a D A' \ \ Y. \\\ 4' w -- - n_ D - - A \ v.- L\ :' W W .. �..L'_ �= ('-', C� C:, t. LI N. • 1)1 7 • d D db4 .�, �,x `\ \ \ *,�'._' w �,. p J d D d 4 .\ C \ \ .-4,----'-' V. t- LJ J 1 N'; c; • .1) . ••• •-•,.,`N„..........." ).• 4- 4y- 1 y < X \\ \ r� if, _ 3 DRIVE THRU APPROACH - DIMENSIONS 2 DRIVE THRU APPROACH - SIGNAGE D T 1 ®DTI. SCALE: I" = 10'-O° DTI.O SCALE: I" = 10'-O" DRIVE THRU PLAN NOTES: NOTES: NOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/5" THICK STEEL BASE PLATE ACCUMULATE. NOTES: 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 6. DETECTOR LOOP MATERIAL: 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 (4) 1/8" X4-I/2" SLOTS ON AN 11-1/4" I. G.G. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE - RECOMMENDATIONS. FOURTEEN GAUGE STRANDED AIRE. LEAD-1N IS PRE-TAISTED DIA PATTERN SIGN 5UPPL I ER. 3. SEE SHEET DTI.0 FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR AT FACTORY. 4" 5" 4" 2. GENERAL CONTRACTOR TO INSTALL PRE-FORMED,PRE-WIRED VEHICLE DETECTOR LOOP. DETECTOR LOOP. 1. DETECTOR LOOP CONSTRUCTION: ,' / ., r , 1.5" X 5.q" X 0.2" 3. •I2 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND - 4. NO STEEL (REBAR OR ELECTRICAL VIRE) SHALL BE USED WITHIN 2' OF LOOP. FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP FABRICATED STEEL COLUMN BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 5. DETECTOR LOOP MANUFACTURERS: CORNERS AS DETAILED. WIRE LOOPED, FORMED 4 PIGTAILED DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWING COMPANIES OR A5 DETAILED. /GUSSET TO 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALLOWED, EQUAL. FABRICATED STEEL COLUMN ! 2 ra-) '- ''//%3' PLATE SM: I-500-325-0033 , BASE PLATE , / MY \\ 5. ALL GALVANIZED ANCHOR f3OLTS TO BE SUPPLIED BY THE CONTRACTOR. HME: 1-500-545-4465 \' [ ‘ A._. IniIiii :.___Auni 1. SLOPE TOP TO SHED WATER I 331/11::1) ,<FrULBAETETOTyp. 17 s I lill I -.... ,----7 •,3 FINISHED GRADE i C, r's. \\ '') I) .1 BUILDING WALL I-1/2" PVC CONDUITS TO BUILDING FOR: '- VIP '' /< j() iC10/2N,CREGTEsCULERBEvE / is • LOOP DETECTOR 4 AUDIO • DATA CABLE 1/2" STE.E.L CONDUIT TO BUILDING FOR COD POWER FINISHED ,,, - i H , 1 _ LANDSCAPE I I.N.L1 I e:`,2_ i _- I 1 GRADE ---ig' 1 H ,,, 71111-21111T 4:-\- 4..,.........,.......(://'//'/ HEAVY 3/4" DIA. HEX NUT (GALV) L-- :, DILI :SCALE - NOTES.DA6 '\.., 1 1=1 1 = I COD POST FOUNDATION 0 0 - _ / (7- 2'-0" TO 2'-b" I'-5 1/2" (--'' - -''I-- 3) *5 REBAR 10" C/C (3 N -- , r. r I 1/2" PVC SLEEVE FOR DETECTOR LOOP .-__Jj sl .'- '4-- - - r- r 41 I I °' I FL EXISTING / - 1 . TOP 5" SUPPLIED BY' GENERAL CONTRACTOR) ' •,..........., BASE PLATE DETAIL / / -- ._-_-- ,.. c.,..- 1 -- 121-0" (MIN) b. ---DETECTOR Ze, ,i \ L___ LOOP _, - 1 -1\ / „....C- 2'-0" TO 2'-6" SECTION A <1 ,,,1 4 - 3" STIRRUP 166:HOOK TYP. 1 43_/.4' I/ 1' 5,„0,. ik _ / , \-DETECTOR Zo N ' ,,...,..... r,=can', , "6 4. -T- .. . ..$ il ( 6"x 15" CURB ,- •- ,- TRAFFIC ,/ , 9.C3o LOOP -1 - 4 (4) 3/4" DIA x 301' LONG 6' ,-. •.: '-- FLOA 1 • •,- -----;:-. ., 1 t1 ANCHOR BOLT NITH NUT $ • 51-0" . _00•- ••,,_‘,\I AIDTH OF DR1VE-THRU LANE ,!'t r it, ,.. / E., ,c7 WASHER (GALV) 3/4" DIA x SO" LONG , --'-- i( TRAFFIC .,:, , ,,, i _ <, , ANCHOR BOLT NITH NUT 4 SLOPE CONCRETE PLAN FLOW ei <- b i C. NKACR (GALV.) 3/4" DIA. X 30" \ / AWAY FROM BLDG. %..(11 ,_Al?SAA,IKELALNTD''',7-4:;N::A;;!: <.7 cl I .,/1 j-i LONG ANCHOR N ,n I/4" PER FT. ----v -- 1 1/2" PVC SLEEVE IN D/T SLAB FOR N'''--- CONCRETE CURB 7..) • BOLT(GALV) . :62:1 %... PAVEVEMEHNICTLE DETECTOR LOOP ,,,,, . -I- II 2" MAX.I PLAN LEAPHI \/\ INDT:IREOFS DRIVE-THRU LANE J Ta- _, 1- 4 -L7 Ct3 Z,'< E. < 4° 3 , •••• % 4 <1 -.100 ' 7 HEAVY 3/4" DIA. HEX NUT (GALV) TACK I" I -- _ \ No :\ , ''' . , / - - .4 , I I // BUILDING -- CONCRETE SLAB _ COD POST 4 FOUNDATION ,/ \ < . ,..._ r CONCRETE CURB „II' (4) •5 BARS (EQ. SPACED) SECTION A ANCHOR BOLT . _ SUPPLIED BY GENERAL .. NOTE: 4: I CONTRACTOR . , C''',, ,\-CONCRETE CURB 1 IK ..:.1 -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. s,. = - / CONCRETE PAD FOUNDATION WALL IL PAVEMENT 2" MAX.Z 0 0 4 4 < -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 6"--- ELEV. -O'-I" SECTION , 5 ki 4 4 (:Iu X SA" X 0.2" -Ii1 - , ( lia i X .a ,„ ,0000/ 14•1,01 .0 4 '<.' FABRICATED STEEL COLUMN \,, ---.__---- - - ' am i NOTE: DETECTOR LOOPS AT PRESENTATION AND ORDER \_. 1 1/2" PVC SLEEVE FOR VEHICLE iil A -, -,7 .<, WINDOWS ARE OPTIONAL. DETECTOR LOOP . 5/4" DIA. x SO" LONG If GC TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE -.... ,.:..% t_-.,--:-_,1 I 4 Li...,:4 FUTURE LOOP INSTALLATION. _ , 'I .= --I - -\ iijr,,,,_ ANCHOR BOLT Arm NUT 4 PATCH 4 REPAIR CONCRETE WASHER(GALV) . SECTION ' ,i i N N-------I < , =II rz_-- il -,-. CURB AS NECESSARY (WHERE Li......a................ ---4,----3--i 1-2-4) - , - 'U' 1.‘ (Ail _ Lkj. ' ----------.1 APPLICABLE) > sikm••,,No•- . B - DT WINDOW DETECTOR LOOP A - C.O.D. DETECTOR LOOP 01 ------N-HT .___, :-_--7- 77w : 2'-O" , - ;- I I I I ------ 5/8" STEEL BASE PLATE .'-. 0 I. •:: DIA. 1 i a.- 11P-iir-- i'l i 1.1E1 I L- „ -IF! IP /.\/ 1 1 ____i i___ , - 1 .! 11_ 0 . --,. I --I -C 4- • 1,;) DETECTOR LOOP DETAIL cl ) DIGITAL MENU BOARD D/T CONCRETE PAD .(e t 2 (A •,..,, ,a) \FT1.1 SCALE: NOT TO SCALE DETECTOR_LOOP.DAG 17TI'l SCALE: NOT TO SCALE CONNECTION DETAIL \DTI.) SCALE: 1/4" = I'-0" D c cla_o ca. a) a) os" Do CONCRETE_PAD.DWG NOTES: NOTES: -6 ing..J 2 *,-.71' KEYNOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/5" THICK STEEL BASE PLATE 0 0 .4) - D.-... c CO . 0 40 -8 o..;_';.T. ,... ACCUMULATE. 'L-. %**Z• *-2 ° ,T, t'qs4-5.2 ELECTRICAL EQUIPMENT ITEM 215.02E5 IN PRESENTATION 1 1/2" PVC CONDUIT FOR REMOTE LOOP DETECTOR $ COD E *,-',1.) PT E300TH. PROVIDE 2" HOLE 4 GROMMET IN JUNCTION BOX AUDIO CABLES. EC TO PROVIDE 3 PULL 51RING5 INSIDE (4) 1/5" X4-I/2" SLOTS ON AN II-1/4" 0 ,,, o_coco-,0- ... -, c COVER PLATE FOR P05 DATA CABLES. PROVIDE 2 1/2°C CONDUIT. NOTE: SLOPE PAVEMENT TO FOLLOW c 5 LOT (N) sem% c o -o - 0 amma o c _c ABOVE CEILING. 4 5 4 a) -5 0 0 0 co 6- I I/2"C FOR COD DATA CABLES. EC TO PROVIDE 5 PULL --71 q.3" X BA" X 02 0 DIA. PATTERN 1\r' FABRICATED STEEL COLUMN " " " ," ,, 'lb" X 3FOR DRAINAGE 2 1 .1" X 02" OPTIONAL DRIVE-THRU WINDOW DE ILCTOR LOOP FOR ORDER 4 STRINGS INSIDE CONDUIT. BASE PLATE g• 2 I FABRICATED STEEL COLUMN -a PRESENTATION WINDOWS - 5EE 15/DTI.I. G.C. TO INSTALL PVC , ... ---- PAO c 'tSuw 'Et SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. 1 CONDUIT FOR GOD LOOP DETECTOR, ELECTRICAL EQUIPMENT SLOPE TOP TO SHED AATER. 1 /GUSSET TO ASPHALT PAVEMENT ol o _c 0,) ITEM 211.11E1. - SEE 15/DT1.1. n , /-",-2 we sN,>./,-;) (pm 1 = g . 1)i.Ec11-) L- 2 ;) 3/16"V \PLATE %%,) 'f,* --' '-'94:: ° ° 2 ELECTRICAL EQUIPMENT ITEM *215.02E4 IN ORDER/CASH BOOTH. a I/2"C-2•12, POAER FOR MENU BOARD ILLUMINATION. 111 , .*/ . OA ssC () . • (1)-0 4)-D PROVIDE 2" HOLE 4 GROMMET IN ...UNCTION BOX COVER PLATE a .-- v).0 Tr) 0 c cc),f2 ° :iv).-7,,u)-!-_-c,•'-7.()6- --,"sc i:=c)47)',pc° FOR P05 DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. H ,t--...‘--,-„,:? t.A. ---(_,,, ,., ,. :-.,---- PROVIDE STEEL CONDUIT AND CONDUCTOR PER FOS 4 COD q "ORDER HERE' CANOPY LIGHTS. 1 1 1 A 3/16" \PLATE TYP. 0 3/1641) /TUBE TO 2:1/4-- -1 l'I) ,UI'Ii<IrCf.it-: 7-'1I-r I. ....• .1 „ , 4 g's' ; HEX NUT(GALV) Nrilia „,,, _.„ .., _ ISOLATED GROUND/DEDICATED CIRCUIT DETAIL. 1/2"0-2•12 4 '4t- - - 1=''''-7----4 Iii1 H , i ; 0 ,.., -1 .----c-,,,,,,', ..-1,-:::_-t-d, ,,,t,„,‹ .1.- ..,,, 0 0 ° ce, I•12 GROUND 4 1•12 ISOLATED GROUND. PROVIDE 1 CB PER ,--- ) „ - I',..;-I-.. , -'s.,:?-4:':; 1u- , ,; FINISHED , , 1 I Ink , \ ', ) , \ // +I in 5" CONCRETE SLAB ,:,,.: COD. LANDSCAPE I 11-.1 1- 2.: pr-rr- i 1 i, !L-7 ::: ' A i \IAN / El . // , ......._ ._ 4- '-,-. 00 ,L- 01300E3 f \ ,1') 77. ., _ -LA a) 1ALITH HI-TECH FIBERS .. 0 L. 4, GRADE ...,.-- 7-- 2 I-LI--. I HH II 11111- .I TIEELI--- 117 N /7sz, REINF,ORGMENT,5,E E SITE _„ _ --)-.-....„.„ 1,I 77-id,: Z :, _il 1 1 1-1'. .- ' ' -1 (5) •3 REBAR 10" C/C (3 IN 1 PLAN FOR LOCATION "---I I ) it - 4" COMPACTED GRAVEL ':' '------- ,,t,' I - TOP 5" SUPPLIED BY 4" 4" , 1 17 GENERAL CONTRACTOR) ,, i' I CEILING CEILING SECTION A I <1 I [I / 1-51/2" 1 0, 1 1 ''-' '''''' F ..' \ ---,...,- *‘''/it , 1,7!4' 7 ,-J .^1 "SI ,- 7,0 ,-- - ' J . _'-.? .,4:: ..,-z, .,, ;,7 ,_, , ----' < . BASE PLATE DETAIL 1 -7 "ii DRIVE THRU PAD DETAIL I CP I I LP-I 215.02E4 215.02E5 4 & / C-.------.---".'I--------'--,,,.... 3" STIRRUP 1 t-3-.) DTI. INSIDE / Elor) 0c11 1 I 11) 00001 -.) .' S. (4) 3/4" DIA. x 30" LONG ANCHOR BOLT IAIITH NUT 4 HOOK P. I I SCALE: 1/4" = ILO" DRIVE-THRU_PAD.DWG OUTSIDE / 11:1 < WASHER (GALV) '. S El . = , -- 1111 - 6 - (A (11 4 71:3 4 < 11116. COD , -i, e - :"............"Nt 3/4" DIA. X 30" < LONG ANCHOR NI I IP 1 I MI I Or-.-7 DIGITAL MENU 3/4" DIA. x 30" LONG , bii 211.11E1 211.11E1 1 r, li ANCHOR BOLT WITH NUT 4 E3OLT(GALV) FINISH GRADE BY ,--) , ,•--/ BOARD /./ ,4) I [z O WASHER (GALv) LANDSCAPER - R 1" c-si 4 PRE-BROKSE BOARD 4 •_J 40.•••• I..% I 'f HEAVY 5/4" DIA. /- 0) TOP OF PAVEMENT C.:- 4 c231 [ L il i_ 4 ; HEX NUT(GALV) - 1ti X I I 111 -=--- TRAFric 6 _1 ..%_,_ 41 <7 • s•...j. )I -- . .., le ( ) Ill 5 ........) .......) \). 0 < 1 <1 • <1 -,... - C..) -L,c I- -1 l) I( (4) •5 BARS (EQ. SPACED) , SECTION A ANCHOR BOLT , .- :-, -',•,,•-_' ..-, /,. 0(.)c.--:= •---- - 4i 1 I I 1 I '' it) ,,,, 1,........1/4 4E1.6. -... ,-,..,. ..,<-4,-,,,,,,,, ,,,, .,:, - SUPPLIED BY GENERAL CONTRACTOR NOTE: c1.5" X 3.41" X 0.2" ' s _ Li •ii-,. :_,- ,,, _„ :i7 c- vi zi -iii .1' 4 44 (CONTINUOUS) a: I 7 < 1. I -I I -I' IT -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. FABRICATED STEEL COLUMN ••••••• N `, ---71.:11)=4=i1);i , . . -1=11 17 -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE , ' ' ' , \ - 1-1 L-) 5.) il:,_ --. ,:....- - i:....- 0 .., ,, _ r 1 1- ' Ili -_-- I 1=1 I I I 5/4" DIA. x 30" LONG NOTE: PROVIDE EXPANSION „ 'N Ir L'-'S <, I I II ,. . 2'-0" -71 I 1=I I = • I ANCHOR BOLT WITH NUT $ JOINTS @ 201-0" D.G. (MAX) f 72:1 • al -a ... AASHER(GALV) (---• I t" I" I--- '--- SECONDARY ( ) .. DIA. in , j TANDEM 1-, (11 'eR) , - LDRIVE-THRU ...... 1 i 1 1 5/5" STEEL BASE PLATE (WHEN APPLIES) in I I 1 1 CAISSON FOUNDATION A 1'.'i -"_:;1- -- #02,c21; i 1 i i I 1 .T.2.' ) DRIVE-THRU SITE WIRING DIAGRAM ) DIGITAL PRE-BROWSE BOARD 1 i__, : l_i ,__1 , _ viii-- 6" X 18" CURB SECTION , D 71 c::::1 I T / ,/ 1-4-.) ---L---!----IL'!- 1 ' CONNECTION DETAIL r:,-r1.1 SCALE: 1/4" : I'-O" CURB.DWG _ 0 ,--- 12T1.1 pill ,j5 DRIVE THRU DILS \ SCALE: NOT TO SCALE SITE_WIRING.DAG SCALE: NOT TO SCALE - r ,- m -, • 6" DIA. CONCRETE FILLED POST . O TOP OF PAVING � �- _ __, _ � / ». ..,%. \ -- /. f 0 _ , 1- : _.' 7, , ..0), .b,I _ PRIMARY SIGHT LINE �; `%, �'�4-' �` VIEWING AREA 30. OF CAR IN MOTION. 0 N 6" ( MAX. ROTATION OF HEAD f'-- BEFORE DISCOMFORT. PLAN SECTION 5 D/T POST DETAILI VEHICLE SIGHT LINES (J .7T1.2Ate; NOT TO SCALE 17 05TPrir? \DTI.2 SCALE: NOT TO SCALE VEHICLE_SIGHT_LINES.DING 7-, '_' u--, Cti NOTE:E: NOTE: c-,j ar, -USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT STRENGTH (f'c) ACCUMULATE. :.+ -PIER DEPTHS REQUIRED ARE MINIMUMS. -USE FI554 GRADE 36 BOLTS MINIMUM 1/2 HEIGHT LOCK NUT _.. ALL PIERS TO EXTEND TO FROST DEPTHI -USE HOT DIPPED GALVANIZED BOLTS (GALVANIZED) AS DETERMINED BY LOCAL I -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH A150 CODE OF HEAVY HEX NUT JURISDICTION. 1 STANDARD PRACTICE (GALVANIZED) ' -TOP OF PIERS SHALL BE SLOPED SUCH -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN itr PLATE WASHERS PER ` ,�+ THAT MOISTURE CANNOT ACCUMULATE. veN : � ASSEMBLY FROM THE 51GW LIGHTING MANUFACTURER -MINIMUM ALLOWABLE LATERAL SOIL SLOPE NATER TO 1 -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE MFR. (GALVANIZED) A AMIE L T - DA til BEARING PRESSURE 100 PSF/FT OF 'I ' 3'-0" DIA. HEAVY HEX LEVELING NUT__/ DEPTH (x2) 14 III 1 I. ` ~ r (GALVANIZED) -PROVIDE A MINIMUM OF 3" CONCRETE I ( I FOUNDATION IRKLAND,WA COVER FOR ALL EMBEDDED STEEL t ."--11 -ALL FOUNDATIONS ARE DESIGNED FOR tHr- T1 II I" 4), GRADE 36, HOT SINGLE OR DOUBLE PIER COLUMNS I I I= ______ z DIPPED GALVANIZED _''� � 0 � FINISHED � "CTI" � � ,. -ALL REINFORCING BY GENERAL LANDSCAPE Z I w _____;_______ ___Th__�. . ANCHOR BOLT CONTRACTOR GRADE �, o �` I I I I w \ ck.______I 1, E:= 0131 m .�__ L I �I 4 ,, 2"x2"x114" PLATE Ii ii c= II SLOPE TOP TO , .LI ":14,miaL:0 F II II I SHED WATER I I ' _ I ANCHOR BOLT . 3" MIN. COVER .....tc c. NOTE: o 7- TIT -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. O Q I I I _ .�: I' -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS ANOE : - = - -- — ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER E j I I- -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE o _.... 4 L. (8) #6 VERTICALS SUPPLIED BY GENERALt I i ( J o v a `N 0 CONTRACTOR Yl �!; ELECTRICAL CONDUITS FED 0 o o o o 'c aao a. U.+ . I 1 „.../ � THROUGH HOLE IN BASE PLATE �, o L. D cr 0 0 #3 TIES ® 12" O.G. W/(3) #3 TIES �7 1, I ,1(.....„...----‹ ' I °' o a)vo u o o TOP 5" SUPPLIED BY GENERAL4._ _ d1 a o ;, °' °' CONTRACTOR N i,i iii ! 0 o y a�;- - 1T ----_, \- - . E,.2-c1).5. ccncx 3'-0" DIA. ti t 1 + ,. R SLOPE TOP TO SHED WATER cv o o 0 o.3 a c ,_ d' 1 1 - ov , O _mac o � � a� ovo °c ORDER HERE CANOPY FOUNDATION 0 C Q+T_+ C :11 ° 6 • v -So� �, ; C \DTI.2 SCALE: NOT TO SCALE CONNECTION DETAIL . 6 0_ a) • C 0.0 U 2 o olc:: bra-� oaVC�� UA I.:: NOTE: NOTE: :� Oui CCN-USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 28o22d !'�._ Cw V STRENGTH (f'c) ACCUMULATE. �' o o =-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL -HOT DIPPED GALVANIZED BOLTS a I aN -'`PIERS TO EXTEND TO FROST DEPTH AS -F1554 GRADE 36 ANCHOR BOLTS 1/2 HEIGHT LOCK NUT 0o .2aDETERMINED BY LOCAL JURISDICTION. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF (GALVANIZED) Y u 2 o,o-TOP OF PIERS SHALL BE SLOPED SUCH THAT STANDARD PRACTICE HEAVY HEX NUT .v ' o ooo.MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN (GALVANIZED) D L �-ELECTRICAL CONTRACTOR TO PROVIDE ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER — L ' 5 a)SLOPE TOP TOGALVANIZED WASHERS / 1' ' °' ' �' °' " INFORMATION ON CONDUIT AND ELECTRICAL ti -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE If . 5, ,__,_, I, N REQUIREMENTS. SHED WATER 1-,41 (SUPPLIED BY MFR.) iE a•3 0 249 .-c -MINIMUM ALLOWABLE LATERAL 501E t I I T - 36" HEAVY HEX LEVELING NUT BEARING PRESSURE 100 PSF/FT OF DEPTH I. III I + �a / f (x2). _ t -I---' -ISI- --ti DIA. (GALVANIZED) e `_ • c -3" MIN. CONCRETE COVER FOR `n -+ 10" J "= REINFORCEMENT 3/4" DIA. GRADE 55 HOT y i`' ; L-'' ‘-k..1` FINISHED 7- "I'I'I- -r) �` R :G , -ALL REINFORCING BY GENERAL V I ( � DIPPED GALVANIZED > LANDSCAPE�// I I f 4`/�\f - v n CONTRACTOR GRAD1 /l f/ I I I ' II \/\ f ` y A I J H I ,/,' f0 , O- -NA �/ Z3 I I I I I // " o ( W r I ,- II _ ,.I.4,-. "� '�i' ,�' 2x2 xI/4 PLATE IJ I I I . I I I SLOTTED HOLE e SLOPE TOP TO ' igt I I ` SHED WATER ANCHOR BOLT 3" MIN. COVER I I I � NOTE: I I. 4 -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT -'4 A ACCUMULATE. z ,_, 9 I I -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN `. r --J .2_1_ AL - ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER :1 -- `- -- -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE I- - - .- 4 - -I < , 0iti_ i-' (12) 6'-10" #6 VERTICALS SUPPLIED BY —` 4 I _ :,/ -.' < - GENERAL CONTRACTOR < II Li , ` i *3TIE5@ 12" O.G. W/(3) *3 TIES@ I I t II ,, ` i': C • TOP 5" SUPPLIED BY GENERAL I '-‘1 I Z I I CI_ . cr. t^ _-' CONTRACTOR I i E- ,, ' -' :` X I ELECTRICAL CONDUITS FED Q THROUGH HOLE IN BASE PLATE I_ _. 0111•11M1111.1111.1 0111•111•MaliNa 41101MISit I '. e 6 1 eZ '' ' - 1 36" ,i, ‘_, DIA. ta �y , 1"+'" '-TT '' SLOPE TOP TO SHED WATER $ GATEWAY SIGN FOUNDATION �� ii t NI ""D 1 . 2 : �DTI.2 SCALE: NOT TO SCALE CONNECTION DETAIL DRIVE THRU DETAILS BLOCKING TO MATCH JOISTS ® b' O.G. W/ ib SIMPSON 2 SBA HANGER OR SIMPSON L30 ANGLE EACH END, TYP. TI.1 (5BA TO TOP FLANGE AT OPEN FACE OF JOIST, AND $ -- - - 20'-0" . L30 WEB TO WEB AT OPPOSITE SIDE OF JOIST) 3/$"/FT. MIN Tl.l A , -- .— h—../ - - - _ - --- -_-— —_ — — `., \/ /\/\/\/\ f \/ /\/ •,/,\,,, ,\ ,,\ \\,„�I\I\ \ / -1 1 . •• O , O ` 1 1 - I I CONCRETE FILED BOLLARD PER DETAIL 1 - - • _ -� 1 I 20/TI.O. VERIFY LOCATION $ QUANTITY WITH 'j •• <� `' "' MGDONALD'S CONSTRUCTION MANAGER. `' - i _ _ p 81_O„ t - ` !° '` li " 11 ;� ;� 11 € .1.�:. T.O. ` � � � I�� 1 G A ;1 1 1 1__ �"`+•� 11 ii q "� FROST PROOF HOSE BIBB. • O 1 1, 'i II € 3s li ): t -: 7�} ti: J�L WRAP BEAM WITH (2) ! ., 1 Il li • I = l II LAYERS G.F.S GYPF:.-.-.- - _ _�.- trTh t SHEATHING I ! !1 ! 'I NEW DRAIN;SLOPE CONCRETE PAD TO DRAIN.- f Il I. II I I ), I 11 ;I It i I' I� ;' SEE CIVIL DRAWINGS FOR MORE INFORMATION. " N = EQ EQ. - II ' 11 ;' 1 I ! ? -CENTERED ON WALL = " 1. ! 1: I I f TVP. UNO o z ! 11 ! ! 1, I �� i€ 1+ ! SLOP SLOPE! ' - j i--------- it II ,,11 1.. ( �, :/ 1 1,I/4"/FT.IMIN.) ( I/4"/FT. MIN. /j is I Il ASTM 5,GR 60 �" _ — 1 I6 i 1 ii 1t 11 IE f 6" O TI O .._.�.._.._. , - _ -`_'_-.._`�_ -_ ____. _ REINFORCING:11 _ �• ,� TLD ;., 1? 1 ;€ iI T 1 4(2) #5 AT WALL. ENDS $ OPENINGS :=-'4,:.- 0 ^ ,-' fi - <'_i '? ;I I [ HORIZONTAL-(2) #5 ® TOP `:`^` I `' a ! c, r ;' ! II ;1 LINE OF FDN., BELOW. \ 5"G _._� __ I _�_ . __. _ _. BDTTO ® 48" O a �. o •< n -, - • --, G,F h I i i! I lE ? - F'.Y cn - W.F. x; MA I 6" X6"' '9X2gN 1 1,I I I I OVER GOMPATED I ,� i it TRASH ' ( ; 1it f; I GRANULAR BA C.�?URSE. __ -- -__ >l TYPICAL WALL CONSTRUCTION-.--- PROVIDE AND INSTALL I I/2"� X 6" PIPE --�.� . ' I L, SEE DETAIL 4/TI.. I - ,- li it 4 l --CORRAL 11 '3 0 .!= 11 8" GMU (SOLID GROUT �'< CONFIRM STYLE W/ McDONALD 5 CONSTRUCTION MANAGER) SLEEVE FOR EACH CANE BOLT AT FULL OPEN <' I s! !( i FINISH(CONFIRM W/McDONALD S CONSTRUCTION MANAGER) AND CLOSED POSITIONS, TYPICAL. SEE 3/TI.I. L it I i, Ii ;! — — �♦ J ,-1 > r ______..__��T_--_ jj •-- il ` I I il l 3 C -I I 4- c7.•.2 l [ #i 1 ti tl 1 ii 11 li i SI II .� :f .1 11 i j';:. -'5," -.. 1 cc ( - ,I Oil II Ki --ii --7:--- =I I 1, i 1il 1 I 'f f t V-N ern �� I' I I ,� � C' r11 1 II li r .: .- r `` 'I '_ .r b GAL STEEL POST FILLED W/ l -- r f ii [ • " V lS Y 'tib r' r q r ; 1 T- I �"` j 1 / Ali t.T RQA "."S I {, II , 1 II I II ,;- CONCRETE. M$ED 5-0 (INTO CONCRETE ;r IL i#II I' ' ,11 IL 11 ' ii 7'_0" I 4 .I FOOTING,TYPICAL. SEE DETAIL 20/T1.0. / n l tl { i- -#4X 1 l'-2" 1 _ \ ! / "RKLMD,•Wit ' u, Zo I; ii ;1 (I) 4 CONTINUOUS it 11 1, ; I..,,,, O LI / _ t. # 1 III 11 112" OC MID-DEPTH OF SLAB I _` \ 1 \ // _ II i _ ............. I! .... � _ h _ __ ___ _ — .[1 11 TYP BELOW CMU.WALLS • - I i Is iil t I� Tf / iNCgS5pg ; �+ -a' R AND `' / \ / O ' ' ?I ii 'II I ...._.. I 4/TI '. !i T.O. GRADE ELECTRICAL N LINESTTO k1 W / < \ / • J / W G .. . v yii 1 b v -� ._. _ - �\- +O'-O" LOCATION OF TRASH N_ ... . tY . a1 /_j\ \� CORRAL. A /' C=I M s // // /� : i \ 1 #4 CONTINUOUS - - _ - ' \, .. ' u .. r •• , � � ,rte / 3 � \ •-,'- \1\ '< 4 y -A • .....a-.;- ,a < :._..s:::. .4• k,... � .*;-� . . s „s......r-:-`.,..;.e . ..._, -;r'.:,, a._...�-.•�.j,�.+'- _.. %- �:�.;-;;,t, _.a.�...*..-;`_�.-.,`^; .::'6"�.,y✓-•� ,-.;^�`».'Sir;r�".. ..u.6"="e, .-P'' �.�.«-.'�.,. - _1L-4:-"L,�' ' ..r.;, ..,-..4 -",]„ ,, .4 \ `\\ - \ \\ '� .1._ ,i,14 :..:.:•t',.. .;�=�;. "-•3 . .r`.;'-i f ;r (� �r-`lc r i, r '< ?' rr .;i: `moi-,7' _ 1 2_ W 1 i .i _.< 7t :�,,.,..;; i_3. '�..ii �.r %L i`. )�,,,.-,`: .�.�` it.-'t ,_�: :�_ `..�: •`. ?mow ,....lt i\...r^ s-,.7^ • ,,..1; ;,,.../• }.„,..lc .�- r--.. .-\7/: ;L -1 _ _ ._.)-. 5,,,,: ,..,✓C..,! .;.,..i;.,,J 4/: ...3. ,• �....},.. .i ti.._�.�' - ._.�1.. �...i`. SS !t _ \ i' O Vi>/" ,/\ ,// : '° ° '' .,/�\�/\%\%\. > /^' Y `./ ./\/�,/\., / \/ /\.- ./7 ��;\/\/','`�,,/ .� /'�/\\.\/,' ,r� \. \/ / / N. ./ f • - —°— \/;\\/\,,,.-, — t� N'/'<`/ `., '. � ,// /� '' \\//\/ \/\\//`.:/ /j // /f / // \\</' / / ./C,\\ / \ /--,: / / �/ ../•,,,\.,/,\<\/ '/ ,:,/\ / // /- \. .... (3) #4 CONTINUOUS, "H 11C ,, alk /,'. /,� \,.// . ,_ " ,\// , / // / //•// / f / // 2> /`\\/\--'--'s / . 2,1> /, / / / , 'r /.!' '/ // // �/ // // 11'. //2_'o'rMIN.��//'' / \/ BOTTOM TVP.\ .. \ „\/\2�0 MIN.\ /\ \*( rlru� s�/\‘'',/./\..,.��" \%\ \/�\/\\/\../'\; � \\�\T/\/\r \ ww \%�TT\/ \/ y. ' !'\!\/`\ \\\N_ ��' \ \, - \�\., r.. 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METAL DECK WITH TUBE I ' �\ / ��III II •��\, l I 'I III O o ° "_c ° c'6'a „ „ a, it STEEL FRAME $ BRACE. PAINT TO `~ ' /; ! \\ ' 1 / 1 / cv c 3 0 0 MATCH BASE COLOR OF BUILDING. \� •' �, I (� _ v (' I +. c SEE DETAIL 6/TI.I. "� \\ (1 \ N III .i r `° �, a c II 1 '\\y''' 1 511 11! �\/ 111 = t- / _c cc°+ N 1 /\ /\ 11 LvovTE-, c I 1 II I' !I O ▪ o cU _moo b" DIA. STEEL GATE POST, `� i' 111 I ! ' Q I11 cU 0 � U 1E 43 CANE BOLTS(PROVIDE HOLES FOR it ' , �' 11) v co GONG. FILLED ~� _____ �j 1-', ,1 / �\ ` I o c av, BOTH OPEN 4 CLOSED POSITIONS). •I •-; , , \`' : /� ' 1 '\ I /i1 I 1 I � • • / 1I _I- - ^ - - - - - - - - _ - - 12005162-6$ METAL JOISTS 12 O.G. w .c o S2° 8 o .-' 1 I E ii v PAINTED GALVANIZED METAL *.,,,��••,.,_ SEE DETAIL 3/7L1. _ III�� . I tIt _ - • 1 '' �„ _ �, o "^'*+..,.....,>. X�?..._..._._.. ._.._IL.__.._.:..._...:.._...i._.._:.........-._:...............i.._..._......i_. 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" _ " / SCREWS @ EACH BOTTOM FLUTE. <, _ toff 1 SCALE: 1/4 ILO" 1 I FLASHING GAP - PAINT TO MATCH / '' 41 ! BUILDNG I #3 HOOPS @ ,f <. - h 12" OG $ ; • ` . PAINT FASCIA TO MATCH BASE I -WALLS BELOW, TVP. (3) #3 HOOPS 4 COLOR OF BUILDING I PREFINISHED ALUMINUM GUTTER 4 41 4:1. I„ K. DOWNSPOUT BEARING PLATES PER 2/TI.I, TVP. (2) �; r I T.O. GMU LOCATIONS. ti 4 IKt — I 1 I I I I I I I I I I +$'—o° }.:: ZCI) �� — I 1 I I 1 1 1 1 I I H55 $x4x5/16 7_ :7".) t_,, illN — I I I 1 1 1 1 1 1 1 1 — I :v: (8) #5 VERT. 4I I I I I I I I I I I I I I I I I I I I ( 17-7.1. t PAINT CMU TO MATCH BUILDING 1 • Q 1 I I I I I I I I — COLOR. -1 . I I 1 I I I I 1 I 1 I I OPEN _ _ L 4: T34 I I 1 I I I I I I I IS: L_ 4 — I I I I /\ I I I l 1 1 1 l I 1 1 1 `a1 _• c:._ ' I_� . a - I I I 1 I I I I 2• I._. rT — w- , I i I I I [ I I I I 1 T.O. SLAB r;� r> i=. o N , i 3'-0" X 3'-0" SQUARE 1 . 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IIII .' i- - -__ _- __ -..._ - -- _ — --- - - • I M 11011 I I 1 .. 0 (fl- i".--•- - a)= 0 \-02N-01) DN-01) -02N-00 (DN-0(2} DN-01) -(DN-06) (DN-o )- DN-06) 03 0 c•- 0 ff, if-0 TYP. (/) 0. 0 0 ;-' ?--- , NORTH ELEVATION .,. <: •--- ., ,, .......: ,-- --, :IA •-z _,:.- :--.1 .!:i.-1?: ]--- :;-1 R SCALE: 1/4" = 11-0" • <r; ,:",-: ez.: ,., - _._1 ,,,4 DEMO ELEVATION KEYNOTES DEMOLITION GENERAL NOTES ,:? ....: , ,,,, ,, ,.., 0._00 REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL (pri-i3) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT rRom DAMAGE. BELOW. REMOVE ALL ASSOCIATED SOFFIT LIGHT rix-nins 4 CAP UTILITIES BEHIND (12N-14) NOT USED. I. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A SITE 1. SAINCUT 4 REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL 4 14. THE SUB-CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE INORK SURVEY. CONTRACTOR TO VERIFY ALL DOSTING CONDITIONS IN FIELD PRIOR TO PLUMBING LINES. REFER TO PLUMBING,ELECTRICAL 4 KITCHEN DRAWINGS FOR ALL SAINCUTS INCLUDES,BUT IS NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALLS, IV1/41...L AS NECESSARY. CUT BACK OVERFLOW PIPES TO ALIGN WITH WALL BELOW. SEE (DN-15) EXISTING RMHC COIN COLLECTOR TO BE REMOVED FOR RELOCATION. DEMOLITION 4 NOTIFY THIS OFFICE N CASE OF DISCREPANCIES ASAP. DEMOLITION 15 TO 4 TRENCHING INORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FNISHED PLUSH WITH COUNTERS,FURNITURE, BULKHEADS, DOORS, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS ELEVATIONS FOR MORE INFORMATION. BE EXECUTED SO AS NOT TO DISTURB EXISTING STRUCTURAL 4 ROOFING SYSTEMS, AND EXISTING FLOOR. DOWEL NEW SLABS TO EXISTING IN/it4 REBAR @ 24" O.C. EACH SIDE INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO (DN-02) REMOVE EXISTING ROOFING FINISHES DOINN TO EXISTING SHEATHING AT PORTION or (DN-1b) NOT USED. 01-1-1ER AREAS THAT ARE INTENDED TO REMAIN NTACT. VERIFY ALL CONSTRUCTION TO BE (STAGGERED). REBAR TO EXTEND b" NTO EXISTING SLAB 4 ACROSS CUT OPENING. SECURE COMPLETE THE INSTALLATION OF THE NEIN WORK FOR A COMPLETE JOB. MANSARD TRUSSES REMAINING. (DN-I1) REMOVE EXISTING GUARDRAIL. VERIFY REUSE, SALVAGE,OR DISPOSAL WITH REMOVED THAT IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION. REBAR INTO EXISTING SLAB IN/EPDXY GROUT. REPLACE OR REPAIR ANY VAPOR BARRIERS 02N-05) REMOVE ALL EXISTING MANSARD LIGHT BEAMS. l'AcDONN-DS CONSTRUCTION MANAGER. DISTURBED DURING EXCAVATIONS. 15. REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, FLOOR DRAINS, NOTED ON -., 02N-04) REMOVE EXISTING BUILDING SIGNAGE. VERIFY WITH OWNER IF SALVAGEABLE. 2. ALL DIMENSIONS SHOWN AS EXISTING SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR DRAWINGS AS INELL AS ALL ASSOCIATED PLUMBING ACCESSORIES. CAP, (DN-I8) EXISTING BOLLARD TO REMAIN;PROTECT FROM DAMAGE. ,_... ... (DN-05) REMOVE ALL L060 STICKERS AND DECALS FROM ALL ININDOINS AND DOORS. TO DEMOLITION.VERIFY ALL DEMOLITION WORK IV NEIN CONSTRUCTION 4 INSTALLATION a. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN ABANDONED SUPPLY 4 WASTE LINES. PATCH 4 SEAL ALL FLOOR PENETRATIONS. SEE - - "- 7: 0 CON-141) REMOVE EXISTING INALL SCONCE LIGHT.CAP ELECTRICAL BEHIND INALL. DRAWINGS PRIOR TO BEGNNING CONSTRUCTION. STRUCTURAL.. STABILITY or THE EXISTING STRUCTURE DURING ALL PHASES OF MECHANICAL 4 PLUMBING DRAWINGS FOR DETAILED DEMOLITION NOTES. t.,..., 07N-00 REMOVE EXISTING STOREFRONT 4 FRAME A5 SHOWN TO ACCOMMODATE NEW CONSTRUCTION. VERIFY SALVAGE OR DISPOSAL WITH McPONALD'S AREA CONSTRUcTIoN CDN-20) EXISTIN6 PRAN LEADER DOWNSPOUT TO REMAIN. REMOVE 4 REINSTALL FOR CONSTRUCTION. 'z':• :.-i: MANAGER. SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF WORK. INSTALLATION OF NEN SIDING. 5. DEMOLITION CONTRACTOR TO COORDINATE 4 REVIEW ALL CONSTRUCTION DOCUMENTS 4 16. ELEVATION HEIGHTS SHOWN ARE FOR REFERENCE ONLY. 1 (DN-01) REMOVE PORTION OF EXTERIOR. WALL A5 SHOWN, TO ACCOMMODATE NEIN (12N-21) REMOVE EXISTING DRIVE THRU WINDOW 4 FRAME AS SHOWN. VERIFY SALVAGE OR DETERMINE THE EXTENT OF DEMOLITION WORK 4 BECOME FAMILIAR WITH THEM THOROUGHLY q. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS, FLOORS, CEILINGS, BEFORE PERFORMING ANY DEMOLITION WORK. BY THE ACT OF STARTING DEMOLITION, THE ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH 4 REPAIR ANY DAMAGED PORTIONS 11. CONTRACTOR RESPONSIBLE TO ENSURE ALL NEIN FINISHES N RESTROOMS INILL NOT REDUCE LIT) CONSTRUCTION. SEE DEMOLITION 4 FLOOR PLAN FOR EXTENT OF WORK. SALVAGE DISPOSAL WITH McDONALD'S CONSTRUCTION MANAGER. CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE FOREGOING, TO HAVE OF THE EXISTING BUILDING AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION REQUIRED CLEARANCES FOR ACCESSIBILITY. REFRAME WALLS AS NECESSARY TO ENSURE I I •,.. EXISTING CAST STONE WAINSCOT FOR REUSE AT NEW WALLS.VERIFY EXTENT OF ACCEPTED SUCH CONDITIONS,AND TO HAVE MADE THE NECESSARY ALLOWANCES IN 4 FINISHES. ALL CLEARANCES ARE MET. --.::... 1.1...1 < ,-- ..... -.. a'.. — 1-••-, '''' SALVAGE WITH MCDONALD'S CONSTRUCTION MANAGER. PREPARING HIS BID. :,--- ;;-; 0 ----.- (DN-OS) NOT USED. 10. WHEN UTILITIES ARE REMOVED, CAP 4 SEAL A MINIMUM OF B" E3ELOIN FINISH FLOOR OR A 4. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED (2N-04) REMOVE ALL EXISTING SIDING 4 TRIM FOR INSTALLATION OF NEV. VERIFY CONDITION OF MINIMUM OF 6" ABOVE FINISH CEILING. Ca_ - : : Lt „,, - q ELECTRICAL DEMOLITION NOTES. 11 ,;_( ; ',i ,,, L.. / SHr II' EXISTING SHEATHING 4 WREPLACE .RB./ AB.;REPAIR/ AS NECESSARY. EXISTING SIDING '-' '.:;:. () IS NOT TO BE USED AT SHEATHING. IF NO SHEATHING EXISTS, G.G. TO PROVIDE NEIN II. THIS PLAN INDICATES A GENERAL SCOPE OF INORK TO BE PERFORMED AND DOES NOT ,7:"±•:: — z — -•., g -':-. E. ?,:'• 5. VERIFY DISPOSITION OF ALL FURNISHINGS, MILLINORK,LIGHTING FIXTURES,ETC. TO BE EXTERIOR GRADE PLYWOOD SHEATHING. RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS A5 SHOWN AND f--..--- L.L., REMOVED Vit OWNER. ALL ITEMS TO BE DISPOSED SHALL BE DISPOSED OF OFF-SITE AND REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO PLUMBING, (DN-10) EXISTING CO2 FILL BOX TO REMAIN;PROTECT FROM DAMAGE. IN AN EXPEDITIOUS MANNER. ELECTRICAL 4 HVAC INORK. --- '--) ',---, , (DN-II ) EXISTING BULK OIL FILL BOX TO REMAIN;PROTECT FROM DAMAGE. :.2-. 0‘,1 ......., (...., /) „:,--s b. ROOFING CONTRACTOR TO FIELD INSPECT EXISTING ROOF FOR WEATHER TIGHTNESS 4 12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR (DN-12) EXISTING ROOF LADDER TO REMAIN. REMOVE 4 REINSTALL FOR INSTALLATION OF NEV PROPER DRAINAGE PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONSTRUCTION,HE SHALL IMMEDIATELY SUSPEND WORK 4 NOTIFY THE McDONALD'S SIDING. I .7) r VERIFICATION OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR PROJECT MANAGER BEFORE PROCEEDING. z COSTS IN BID. „. IS. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER 4 IN STRICT ACCORDANCE ..... INITH OSHA REGULATIONS. ' DEMO ELEVATIONS FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES (KN-0I) NEV(CANOPY SYSTEM ABOVE - SEE SHEET A3.0 FOR NOTES - SEE ROOF PLAN FOR a (AD-06) A: INSTALL WHITE ON BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE AT THE PI I S• 5 ACCESSIBLE ENTRY DOORS. SEE DETAIL 10/A4.4. KN-02 W - LLIS SY5 M/WALL FA IA ABOVE. SEE SH T A .0 OR 0 5. 5 ROO B: INSTALL DIRECTIONAL SIGNAGE AT THE EXIT-ONLY DOOR. SEE DETAIL II/A4.4. - • i0z .Ld i, ;� 111Wkalr, 4110.41110 1111. 111111v11116011160, C: INSTALL TACTILE EXIT SIGNAGE AT ALL EXIT DOORS PER DETAIL 12/A4.4. ENSURE AN (K -OS) " 5 0- RO`T T• M.IC XI TIN (10 BO 0" ST E 'T D•0- ; •N ,G OR 0 I5"XI8" CLEAR FLOOR SPACE AT THE EXIT SIGNAGE. FIELD VERIFY SIZE PRIOR TO ORDERING. SEE DETAILS, SHEET A4.0, FOR APPROPRIATE (AD-07) SEE SITE PLAN, OPENING FLASHING 4 WINDOW SCHEDULES FOR MORE INFORMATION. K -04 to' A ' • r Co- -• �• r N • • ►r NO -••'. E • - p- {AD-08) SEE SITE PLAN. DESIGN DRAWINGS FOR MORE INFORMATION. PREPARE FLOOR 4 WALL SURFACES TO� (AD-01) SEE SITE PLAN. RECEIVE NEW FINISHES. REFER TO GENERAL NOTE #6 4 #10. COORDINATE WITH AD-I6 (pp_Io) SEE 51TE PLAN. - O Q Q 2 (KN-05) PROVIDE INSTALL NEW FLOOR TILE PER INTERIOR DESIGN DRAWINGS. PREPARE FLOOR (AD-11) REMEDIATION OCCURS 1N(KN-03) SLAB TO RECEIVE NEW FINISH AS NECESSARY, VERIFY EXTENT OF NEW FLOOR TILE WITH INTERIOR DESIGN DRAWINGS. ACCENT FLOOR TILE 15 FOR REFERENCE, VERIFY EXACT CAD-12) ADJUST THE DOOR CLOSER A5 NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF -a A2.O � LOCATIONS WITH INTERIOR DESIGN DRAWINGS. SEE GENERAL NOTE #12, SEE DETAILS 8,5 LB AT THE EXTERIOR DOORS. ENSURE A MIN, SWEEP PERIOD OF 5 SECONDS FROM A TE a x 40 DEGREE OPEN TOA 12 DEGREE OPEN. v v 4/A4.4 4 8/A4,4 Qi Q „ I51-11/2" (KN-0b) INSTALL NEW MODULAR FRONT SERVICE COUNTER. FINISHES PER INTERIOR DESIGN (AD-13) INSTALL BRAILLE/PICTURE MENU AVAILABILITY SIGNAGE AT THE FRONT ORDER `H 1HOLD .' < DRAWINGS. PROVIDE ALL REQUIRED UTILITIES FOR REGISTER 4 CABLE GROMMET IN COUNTER IN A LOCATION WITH CUSTOMER VISIBILITY. ENSURE BRAILLE/PIGTURE MENUS COUNTER. REGISTER, RECEIPT PRINTER 4 UNDER COUNTER CABINET WITH (2) STAINLESS ARE PROVIDED AT COUNTER FOR CUSTOMER USE. SEE DETAIL I4/A4.4. 2-O" • 8l-0� 2-O" AD-12 KN-03 'KN-OI) STEEL SHELVES ON SERVICE SIDE. INSTALL ELECTRICAL AT NEW P.O.S. LOCATIONS WITH (AD-14) SEE DEMOLITION PLAN. 'I HOLD 1 / �" ,_pb -� ,� McDONALD'S CONSTRUCTION MANAGER. SEE ELECTRICAL DRAWINGS FOR MORE INFO. NOT APPLICABLE. {KN-OI / (AD-15) = = -�- (KN-O7) NEW BEVERAGE CENTER WALLS WITH SNEEZE GUARD AS SHOWN. PROTECT ADJACENT (AD-I6) REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS IC ii I -- - - -1 ___-__I L-D 1 - -j[- - T EXISTING EQUIPMENT FROM DAMAGE DURING CONSTRUCTION. SEE DETAIL I5/A4.4 4 INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MIN ACCESSIBLE SEATS. `.` I I 1 I 1 ( I I I I I I I I E (KN-08) CURATED VIEW PANEL AT HLS/HLZ. COLOR: WIL50NART - STEEL MESH 4874-38. ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF J O I I 1111 I I( .I I I I I I I I I I ( I INSTALL PER DETAIL 5/A4.b ACCESSIBILITY * IS LOCATED ON A 56" MIN WIDE ACCESSIBLE ROUTE. PROVIDE A MIN I I I I ��` I I ~ I ( NEW WALL TILE FINISH PER INTERIOR DESIGN DRAWINGS;VERIFY FULL EXTENT, PREPARE KNEE SPACE 30" WIDE X 14" DEEP X 21" AFF MIN CLEAR FLOOR SPACE 30" WIDE X / v I i i I I I I I I I t f (KN-01) :� - i- QI I EXISTING SURFACE A5 NECESSARY FOR INSTALLATION. PROVIDE CEMENT BOARD 48" DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34" AFF MAX. _ - - -_ ;, it �-��1 - - - - - k ,,ir I I - I I- - - - - L - - J DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS TABLE TYPES. `r _ BACKER PER GENERAL NOTE #6. == I - (KN-Ip) RELOCATE RESTROOM ENTRY DOOR SIGNAGE TO NEW LOCATIONS SHOWN. MOUNT AT 60" PROVIDE ANY OUTLETS 4 OTHER SEATING AREA AMENITIES AT A MIN OF ONE r. / N.I, I' - - - = - 4 ACCESSIBLE TABLE. COORDINATE WITH(KN-04) - - AFF TO CENTERLINE. SEE DETAIL 15/A4.4 ' 3 I 1 IG I ( KN-Il ) NEW FINISHES 4 DECOR PACKAGE IN RESTROOM. SEE INTERIOR DESIGN DRAWINGS FOR (AD-17) SEE SITE PLAN il- I MORE INFO. PREPARE FLOOR WALL SURFACES TO RECEIVE NEW FINISHES. REFER TO (AD-18) SEE SITE PLAN �? I:5:s A4.I ALIGN KN-01 •1 Aq,l __ I GENERAL NOTE #10 4 #b (AD-IQ) REMEDIATION OCCURS IN(KN-10) •D-0640 I (KN-I2) INSTALL NEW WALL-HURG LAVATORY, PER FIXTURE SCHEDULE, SHEET A4.5. ENSURE RIM I5 (A -2O) REMOVE 4 RELOCATE EXISTING INTERIOR WALLS, DOORS AND FRAMES, TOILET �- -- -� IMOUNTED AT 34" AFF MAX. ENSURE A MIN CLEAR FLOOR SPACE 30" WIDE X 45" DEEP PARTITIONS 4 DOORS, AND FIXTURES AS SHOWN TO ACCOMMODATE BARRIER-FREE AND A MIN UNDERCOUNTER KNEE SPACE 30" WIDE X 21" AFF X 5" DEEP. INSULATE REMEDIATION WORK NECESSARY PER FLOOR PLAN. REMOVE AND REPLACE EXISTING s-'= KN_OS) UNDERCOUNTER HOT WATER SUPPLY AND DRAIN PIPES. FAUCET TO BE AUTO SENSOR PER CEILING, HVAC,GRILLES, AND LIGHT FIXTURES AS NECESSARY TO ACCOMMODATE NEW SCHEDULE,SHEET A4.5. PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL WORK. INSTALL NEW WALLS, DOOR AND FRAMES, AND FIXTURES AS SHOWN PER FLOOR I CONTRACTOR TO PROVIDE BLOCKING TO SUPPORT SINK. PLAN 4 SCHEDULES. C LOCATION ANDSHEIGHTS.NECT ALL REQUIRED UTILITIES. REFER TO 10/A4.5 FOR I NOT USED. G AD-I6 DINING Q ff _ = -r (KN-Is)_ INSTALL NEW ACCESSIBLE WATER CLOSET PER FIXTURE SCHEDULE,SEE SHEET A4.5 TO BE (AD-21) INSTALL NEW DOOR HARDWARE THAT IS ADA COMPLIANT 4 OPERABLE WITH A CLOSED �,, �' ROOM (KN 14) FIST. SEE DOOR HARDWARE SCHEDULE,SHEET A6.O, FOR MORE INFORMATION. MIE L T `:-DA • K.YP. 1 A3.0 16"-18" FROM ADJACENT WALL # 17"-19" AFF TO TOP OF SEAT. PROVIDE NEW AUTOMATIC (AD-22) ADJUST THE DOOR CLOSER A5 NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF ('} 101 FLUSH VALVES PER FIXTURE SCHEDULE, SHEET A4.5. 5 LB AT THE INTERIOR DOORS. ENSURE A MIN. SWEEP PERIOD OF 5 SECONDS FROM A 90 " ,� 8 I KN-15 NOT USED. DEGREE OPEN TOA 12 DEGREE OPEN. ' € ANI?,1tilA 41* A4.6 I (KN-I6) PROVIDE NEW LAMINATE AT DOORS 4 PAINT FRAMES PER INTERIOR DESIGN DRAWINGS. (Ap-23) REMEDIATION OCCURS IN(AD-20) I (KN-17) VERIFY EXISTING LOCATION OF FLOOR DRAINS AND IF CONFLICT OCCURS WITH NEW (AD-24) REMEDIATION OCCURS IN(KN-14) '�t� PARTITION LAYOUT, RELOCATE DRAINS AS NECESSARY. EXTEND UTILITIES TO NEW ALIGN © ___ f • LOCATION. (AD-25) INSTALL NEW HORIZONTAL d VERTICAL GRAB BARS AS SHOWN 4 PER DETAIL 15/A4.5. I (KN-18) EXISTING ROOF LADDER TO REMAIN;PROTECT FROM DAMAGE. MOUNT AT LOCATIONS SHOWN IN DETAIL I2/A4.5. SEE DETAIL 10/A4.5 FOR MOUNTING I HEIGHTS. W �,f ! II (KN-I1) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE. (AD-26) REMEDIATION OCCURS IN(KN-14) _ 1 c - - I I (KN-20) NOT USED. (AD-21) REMOVE 4 RELOCATE EXISTING TOILET PAPER DISPENSER TO LOCATION SHOWN 4 MOUNT _ 50 THAT THE OUTLET OF THE DISPENSERS 15 AT Ici" MIN AFF d 7"-q" IN FRONT OF THE - - I KN-21 RELOCATE EXISTING MOP SINK 4 JANITOR'S CLOSET EQUIPMENT TO NEW LOCATION WATER CLOSET TO THE CENTERLINE. ENSURE THAT THE TOP OF THE DISPENSER IS I-I/2" KN-06) SHOWN, RECONNECT TO ALL UTILITIES AS REQUIRED. VERIFY EQUIPMENT REUSE 4 EXACT "' ER z I MIN. BELOW THE GRAB BARS. SEE DETAIL IO/AOS = LOCATIONS WITH MGDONALD'S CONSTRUCTION MANAGER. L- AD-I3 I (AD-28) REMEDIATION OCCURS IN(AD-20) 4 _--� (KN-22) RELOCATE EXISTING COFFEE $ CREAMER, SHAKE MACHINE 4 MCFLURRY BLENDER 4 _ �� I INSTALL NEW BLENDER BRACKET 4 DESSERT BUTLER PROVIDED BY KITCHEN EQUIPMENT CAD-24) REMEDIATION OCCURS IN(AD-20) SUPPLIER AS SHOWN. VERIFY EXACT EXTENT OF RELOCATION 4 NEW EQUIPMENT (AD-30) REMEDIATION OCCURS IN(AD-20) �" = a =_..! a ILOCATIONS WITH McDONALD'S CONSTRUCTION MANAGER, RECONNECT TO ALL UTILITIES (AD-31) INSTALL NEW MIRROR,HAND DRYER,GOAT HOOK, PAPER TOWEL DISPENSER/TRASH, I AS REQUIRED. BABY CHANGE PER FIXTURE SCHEDULE, SHEET A4.5, 4 INSTALL AT LOCATIONS SHOWN. N-04 I a (KN-23) NEW #275 READY-ACCESS DRIVE THRU WINDOW PER MC DONALDS STANDARDS RELOCATE EXISTING 50AP 4 HAND SANITIZER DISPENSERS TO NEW LOCATIONS SHOWN, f, -16 - 1 A2.0 (1.800.621.5045), ENSURE OPERABLE PANES SLIDES AS INDICATED. SEE DETAILS,SHEET INSTALL PAPER TOWEL DISPENSER,HAND DRYER, 4 BABY CHANGE AT 48" AFF MAX TO - - Ir - - T A4.0, FOR APPROPRIATE OPENING FLASHING 4 WINDOW SCHEDULE FOR MORE INFO. OPERABLE PART,UNLESS MANUFACTURER RECOMMENDS LOWER. INSTALL MIRROR AT 40" KN-05 I AFF MAX TO BOTTOM OF REFLECTING SURFACE. INSTALL SOAP 4 HAND SANITIZER `` TYP. (KN-24) RELOCATE EXISTING/ INSTALL NEV CASH BOOTH 4 BACK OF HOUSE EQUIPMENT AT NEW `. I DISPENSERS AT 40" AFF 4 6" DEEP MAX TO OPERABLE PART. INSTALL COAT HOOK AT Y4 CUSTOMER LEGATIONS SHOWN. VERIFY FULL EXTENT OF RELEGATION 8 EXACT LEGATIONS WITH I McDONALD'S CONSTRUCTION MANAGER. RECONNECT EQUIPMENT TO ALL REQUIRED 45" AFF MAX. ENSURE NO FIXTURE PROTRUDES MORE THAN 4" FROM WALL BELOW. ! - .. SERVICE I UTILITIES. LOCATE ALL FIXTURES AT A CLEAR FLOOR SPACE. SEE DETAIL IO/A4.5 FOR MOUNTING �, oA �j 102 DINING I - HEIGHTS. C' =o i; I ROOM I (AD 32) REMEDIATION OCCURS IN KN-12 o �-KN-22} ( ) o �aoLg[ 1 KN-O6} I (AD-33) REMEDIATION OCCURS IN(AD-20) o101 I (AD-54) RELOCATE EXISTING EMPLOYEE BREAK ROOM COAT HOOKS AT 45" AFF MAX. o ` a;?V ;o l Iaca �, � w�l'Imcs.):214:0- 1 aoar o� o .Q3a- 7 KN-03) 2u�'� v � �v ��-- II lipv; - .a31 b e (KN-08) I � I I U - °'s IV 1 No °c-v° ,04- oc `` o:II il I c c a�, t.� Ullillllllllllllllilllll= I <@ == It• IMP v ,U-- KN-07.,.ice I _ ,1- .,e. ° ~_wo `ov. ['" CU� � LU ` - FLOOR PLAN GENERAL NOTES ° ' I I - t .c ?.°-'Vi p 2 .w I. GENERAL CONTRACTOR SHALL COORDINATE PREPARATION OF EXISTING AREAS FOR NEW a �°+" c _ L- j V a CONSTRUCTION. a o r �, ` T �' = KN-O'1) _ 2. IT SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE CONTRACTOR TO p o 0000 , 0 I _ r -- I 1'- -I i) q A3.0 COORDINATE WITH THE OTHER TRADES. FAILURE TO DO 50 WILL NOT CONSTITUTE GROUNDS ,,, o �, o 0 , - z '; 1- FORA CHANGE ORDER. r c o "" o' La #�O = 1 KN-0 I D-06I) 'v" \ 3. ALL EXISTING WALLS TO REMAIN, UNLESS OTHERWISE NOTED. ' q o o .v o v s€a: •- Ili I`( ISL - 1 1 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL ITEMS TO BE ® c �,3 + �,c -�- 0 4 0 4 0 o o _ _ (- -1 h REMOVED PRIOR TO REMOVAL. o v o N v °� U _ � ..... - - �,y' _ '-,,,,,,"---)-r,,',, 0000000 I -- ` 5. THE G.G. SHALL BE RESPONSIBLE FOR PHOTOGRAPHING THE CONDITION OF EXISTING s o o;s ,z, CD I i0 `.1 I; i i :1 \ INA L L TYPE SCHEDULE FINISHES, THESE INCLUDE KITCHEN TILES,VINYL BASES, FLOOR TILES, AND CEILING TILES L. E' a 3 w c.� �' !� _f _ - - THROUGHOUT CEILING GRID IN THE DINING AREA AND KITCHEN. _,l ( E ) - I C b. WATER RESISTIVE TYPE "X" GYPSUM WALL BOARD AT ALL WET AREAS. PROVIDE CEMENT _ li 1 • TYPE DESCRIPTION HEIGHT '-`; Cr, "� C II II BOARD BACKER WHERE NEW WALL TILE INSTALLED, TVP. .; - .- 7. ALL NEW FLOORING SHALL BE FIRM,STABLE AND SLIP-RESISTANT. _= '' --- , 4 I I I fF/ I I I O NEW ACCENT WALL CONSTRUCTION PER ; _ 1 8. SEE SITE PLAN FOR SIDEWALKS,RAMPS,ETC. I I I � I I I SEE WALL GONSTRUGTION NOTE,SHEET A3.0 ELEVATIONS " �:; �= �' �' ;> RESENT z _ - - J - _ KN-03) KN-02 4. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS - I=-_ _ _ _ _ INDICATED IN PACKAGE OR A5 REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED U 106 I~ -I - - - Y: RREST P RMA-SIGN 1-800-214-8765 9292 15T BOX 588 ,., I I Q Q -- ---� B FO E ST., ' I I Ap-i2 AS www.forrestpermasigns.com NEW ROCHELLE, NY 10802 _ 1 1 2 r\`' D-0619 O2 NEW EXTERIOR WALL CONSTRUCTION / INFILL WALL CONSTRUCTION REQUIRED ID. GENERAL CONTRACTOR RESPONSIBLE TO COORDINATE NEW WALL FINISHES AND REQUIRED ___Iii' • Q -O I/2 2-I I/2HORZ. LAP CEMENT BOARD SIDING (g% EXPOSED EXTERIOR) 8' " ' ° KN-02) FOR INFILL CLEAR FLOOR SPACES AND FUTURE CLEARANCES;ENSURE MIN, DIMENSIONS REQUIRED ARE f I I- - - - - - -I I - - - - I I -� DRAINAGE MAT OR CEMENT BOARD FURRING AS REQUIRED BY MFR. FOR MAINTAINED,OR RELOCATE WALLS AS NECESSARY TO ENSURE ALL ACCESSIBILITY I - RA I FASTENER PENETTION DEPTH(@ EXPOSED EXTERIOR) CLEARANCES ARE PROVIDED. DIMENSIONS LABELED "MIN" ARE CLEAR DIMENSIONS II 1 I I Il II I I I KN-02 TYVEK COMMERCIAL D W.R.BJ A.B. (c@ EXPOSED EXTERIOR) MEASURED TO FACE OF FINISH. I I I I I I I II II SHEATHING PER STRUCTURAL II. GC TO PROVIDE NON-LOADBEARING WALLS PER 3/A4.4 AND PARTIAL HEIGHT WALLS PER II III II II II II 2X5 WOOD STUDS @ Ib" O.G. PER STRUCTURAL DRAWINGS 7/A4.4. c- --_-_:_- -__=-_- - - _ _ - R-21 BATT INSULATION WITHIN CAVITIES W/VAPOR BARRIER ON WARM SIDE 12. ALL FLOOR PREPARATION TO BE INCLUDED WITHIN BASE SCOPE. G.G. TO VERIFY EXTENT N. I- WOOD FURRING TO ALIGN WITH ADJACENT RIGID INSULATION WITHIN ` - - - - - _ - � - - - - � WITH McDONALD 5 CONSTRUCTION MANAGER PRIOR TO BID. -- KN-02 �T8„ NEW / CAVITIES -_ " BETWEEN CENTERLINES 5/8" TYP 'X' GYPSUM WALL BOARD OF OPERABLE PANES FINISH TO MATCH EXISTING/PER INTERIOR DESIGN DRAWINGSI <i° '<,'"::: Lam! 2 O FINISH PERNEA IO INTERIOR DESIWALL GN ABOVE TO6" LEGEND - ' A2.1 5/8" TYPE 'X' GYPSUM WALL BOARD CEILING, <z ` '". 2X4 WOOD STUDS @ 16" O.G. U.N.O. II EXISTING CONSTRUCTION TO REMAIN Cu ;;., SOUND BATT INSULATION @ 'A' DESIGNATION II- {.w 5/8" TYPE 'X' GYPSUM WALL BOARD EXISTING EQUIPMENT TO REMAINOc. ` '= FINISH PER INTERIOR DESIGNOVERHEAD CONSTRUCTION ' ir - ' `' NEW INTERIOR WALL CONSTRUCTION TO 6" 1�// // ///'//' I NEW WALL CONSTRUCTION `- O FINISH PER INTERIOR DESIGN ABOVE 5/8" TYPE 'X' GYPSUM NEW OR RELOCATED EQUIPMENT WALL BOARD CEILING, 2X6 WOOD STUDS @ lb" O.C. U.N.O. I I _ i __ '' ``' SOUND BATT INSULATION (4 'A' DESIGNATION I NEW SLAB ON GRADE ri,. 5/5" TYPE 'X' GYPSUM WALL BOARD I - Z.3-`= FINISH PER INTERIOR DESIGN ' I . -, A 1 . PARTIAL FLOOR PLAN (EAST) 0 DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6.0 AI.0 SCALE: 1/4" = I'-O" . WINDOW TAG - SEE WINDOW SCHEDULE ON SHEET A6.O ,, FLOOR PLAN FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES (KN-OI) NEW CANOPY SYSTEM ABOVE - SEE SHEET A3.0 FOR NOTES - SEE ROOF PLAN FOR :� (A1,-06) A: INSTALL WHITE ON BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE AT THE ( ACCESSIBLE ENTRY DOORS. SEE DETAIL I0/A4.4. KN-02 W TRELLIS SYS M/WALL FA IA ABOVE. SEE SHE T A .0 FOR 0 5. 5 E ROO B: INSTALL DIRECTIONAL SIGNAGE AT THE EXIT-ONLY DOOR. SEE DETAIL II/A4.4. r1►•41i►4,ir► Ali 411I, 411. 1111. Who' C: INSTALL TACTILE EXIT SIGNAGE AT ALL EXIT DOORS PER DETAIL l2/A4.4. ENSURE AN KN-05 g" 5 O' RO'T Is M'TG XI TIN (10 BO O' 5T E 'T Dor- ;C•N - ' OR 0 IS"XIS" CLEAR FLOOR SPACE AT THE EXIT SIGNAGE. FIELD VERIFY SIZE PRIOR TO ORDERING. SEE DETAILS, SHEET A4.O, FOR APPROPRIATE (AD-01) SEE SITE PLAN. OPENING FLASHING 4 WINDOW SCHEDULES FOR MORE INFORMATION. K -04 t A 1 : • 0.- -'1' t'G . ` • 'j ' • it I' -•• E - •- (AD-OS} SEE SITE PLAN. DESIGN DRAWINGS FOR MORE INFORMATION. PREPARE FLOOR 4 WALL SURFACES TO l 1 1 (AD-01) SEE 51TE PLAN. RECEIVE NEW FINISHES. REFER TO GENERAL NOTE #6 4 #10. COORDINATE WITH AD-I6 (AD-IO) SEE SITE PLAN. - o (KN-05) PROVIDE 4 INSTALL NEW FLOOR TILE PER INTERIOR DESIGN DRAWINGS. PREPARE FLOOR (AP-Il} REMEDIATION OCCURS IN(KN-03) 7d Q SLAB TO RECEIVE NEW FINISH AS NECESSARY. VERIFY EXTENT OF NEW FLOOR TILE WITH w INTERIOR DESIGN DRAWINGS. ACCENT FLOOR TILE 15 FOR REFERENCE, VERIFY EXACT (AD-12) ADJUST THE DOOR CLOSER AS NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF 0z LOCATIONS WITH INTERIOR DESIGN DRAWINGS. SEE GENERAL NOTE #12. SEE DETAILS 8.5 LB AT THE EXTERIOR DOORS. ENSURE A MIN. SWEEP PERIOD OF 5 SECONDS FROM A v v 4/A4.4 8/A4.4 10 DEGREE OPEN TOA 12 DEGREE OPEN. ' tij f( KN-O6) INSTALL NEW MODULAR FRONT SERVICE COUNTER. FINISHES PER INTERIOR DESIGN (AD-13) INSTALL BRAILLE/PICTURE MENU AVAILABILITY SIGNAGE AT THE FRONT ORDER DRAWINGS. PROVIDE ALL REQUIRED UTILITIES FOR REGISTER 4 CABLE GROMMET IN COUNTER IN A LOCATION WITH CUSTOMER VISIBILITY. ENSURE BRAILLE/PICTURE MENUS COUNTER. REGISTER, RECEIPT PRINTER 4 UNDER COUNTER CABINET WITH (2) STAINLESS ARE PROVIDED AT COUNTER FOR CUSTOMER USE. SEE DETAIL I4/A4.4. KN-02 KN-03 AD-12 KN-02 STEEL SHELVES ON SERVICE SIDE. INSTALL ELECTRICAL AT NEW P.O.5. LOCATIONS WITH (AD-14) SEE DEMOLITION PLAN. _- - - -I . „-06. McDONALD'S CONSTRUCTION MANAGER. SEE ELECTRICAL DRAWINGS FOR MORE INFO. (Ap_15) NOT APPLICABLE. - -=--=': 71 (KN-01) NEW BEVERAGE CENTER WALLS WITH SNEEZE GUARD AS SHOWN. PROTECT ADJACENT (,gp_16) REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS <r z ---7------" \ Iii EXISTING EQUIPMENT FROM DAMAGE DURING CONSTRUCTION. SEE DETAIL IS/A4.4 4 INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MIN ACCESSIBLE SEATS. 1 (1I I f y 11 11 (KN-05) NEW GURATED VIEW PANEL AT HL5/HLZ. COLOR: WILSONART - STEEL MESH 4511-38. ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF 5; INSTALL PER DETAIL 5/A4.6 ACCESSIBILITY 4 15 LOCATED ON A 36" MIN WIDE ACCESSIBLE ROUTE. PROVIDE A MIN - 11 KNEE SPACE 30" WIDE X 11" DEEP X 21" AFF 4 MIN CLEAR FLOOR SPACE 30" WIDE X .v 1 I II I I I (KN-01) NEW WALL TILE FINISH PER INTERIOR DESIGN DRAWINGS;VERIFY FULL EXTENT. PREPARECY - _ - I L I I(- O - I I Ii I EXISTING SURFACE AS NECESSARY FOR INSTALLATION. PROVIDE CEMENT BOARD 45" DEEP THE ACCESSIBLE SEATS EVENLY B TWEEN LOCATIONS 4AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 3TABLE TYPES. -j _- _ i F BACKER PER GENERAL NOTE #6. I 1j 44 1 1 :! (KN-I0) RELOCATE RESTROOM ENTRY DOOR SIGNAGE TO NEW LOCATIONS SHOWN. MOUNT AT 60" PROCESS BLE TAUTLETS(OOOTHER T ERTS SEATINGTHAREA4)AMENITIES AT A MIN OF ONE V I i AFF TO CENTERLINE. SEE DETAIL I5/A4.4 I I (KN-II ) NEW FINISHES 4 DECOR PACKAGE IN RESTROOM. SEE INTERIOR DESIGN DRAWINGS FOR (AD-17) SEE SITE PLAN v MORE INFO. PREPARE FLOOR 4 WALL SURFACES TO RECEIVE NEW FINISHES. REFER TO (AD-IS) SEE SITE PLAN -:. 12 I I AD-Ib GENERAL NOTE #10 4 #6 (AD-11) REMEDIATION OCCURS IN(KN-IO) ~ KN-O (KN-I2) INSTALL NEW WALL-HURL LAVATORY, PER FIXTURE SCHEDULE, SHEET A4.5. ENSURE RIM IS (p p-2O) REMOVE 4 RELOCATE EXISTING INTERIOR WALLS, DOORS AND FRAMES, TOILET A4.5 _ - -J KN-05 MOUNTED AT 34" AFF MAX. ENSURE A MIN CLEAR FLOOR SPACE 30" WIDE X 45" DEEP PARTITIONS 4 DOORS, AND FIXTURES AS SHOWN TO ACCOMMODATE BARRIER-FREE ,�,1 D-Ob� TYP. AND A MIN UNDERCOUNTER KNEE SPACE 30" WIDE X 21" AFF X 5" DEEP. INSULATE REMEDIATION WORK NECESSARY PER FLOOR PLAN. REMOVE AND REPLACE EXISTING -k UNDERCOUNTER HOT WATER SUPPLY AND DRAIN PIPES. FAUCET TO BE AUTO SENSOR PER CEILING, HVAC, GRILLES, AND LIGHT FIXTURES AS NECESSARY TO ACCOMMODATE NEW SCHEDULE, SHEET A4.5. PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL WORK. INSTALL NEW WALLS, DOOR AND FRAMES, AND FIXTURES AS SHOWN PER FLOOR CONTRACTOR TO PROVIDE BLOCKING TO SUPPORT SINK. PLAN 4 SCHEDULES. RECONNECT ALL REQUIRED UTILITIES. REFER TO 10/A4.5 FOR / ALIGN ALIGN 4 \ NOT USED. MOUNTING LOCATION AND HEIGHTS. ::::::: (KN-I3) INSTALL NEW DDDR HARDWARE THAT IS ADA COMPLIANT 4 OPERABLE WITH A CLOSED_ / // '�"-• (KN-14) INSTALL NEW ADJACEBLE WATER GL05ET PER FIXTURE SCHEDULE, SEE SHEET A4.5UTO A BE (AD-21) FIST. SEE DOOR HARDWARE SCHEDULE SHEET MP FDR MORE INFORMATION. y-tI r / I 16"-IS" FROM ADJACENT WALL 4 17"-11" AFF TO TOP OF SEAT. PROVIDE NEW AUTOMATIC 2 / 'll_` FLUSH VALVES PER FIXTURE SCHEDULE,SHEET A4.5. (AD-22) ADJUST THE DOOR CLOSER A5 NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OFfi 5 LB AT THE INTERIOR DOORS. ENSURE A MIN. SWEEP PERIOD OF 5 SECONDS FROM A 10�► / III �`�/ �.-QAD-21) / (KN-15) NOT USED. (AD-31} DEGREE OPEN TOA 12 DEGREE OPEN. i .1 ( , 1 ' �,� \ (KN-Ib) PROVIDE NEW LAMINATE AT DOORS 4 PAINT FRAMES PER INTERIOR DESIGN DRAWINGS. (AD-23) REMEDIATION OCCURS IN(AD-20) "�, ` u 0AD-25 I J-{AD-3!) N-I4 _i r ALIG (KN-17) VERIFY EXISTING LOCATION OF FLOOR DRAINS AND IF CONFLICT OCCURS WITH NEW ' PARTITION LAYOUT,RELOCATE DRAINS A5 NECESSARY. EXTEND UTILITIES TO NEW (AD-24) REMEDIATION OCCURS IN(KN-14) k, �7 ( ' LOCATION. AD-2'I .. KN-I0 D- ��� (AD-25) INSTALL NEW HORIZONTAL 4 VERTICAL GRAB BARS A5 SHOWN 4 PER DETAIL I8/A4.5. I AD-2• NsI - (KN-IS) EXISTING ROOF LADDER TO REMAIN;PROTECT FROM DAMAGE. UMTS T LOCATIONS SHOWN IN DETAIL I2/A4.5. SEE DETAIL 10/A4.5 FOR MOUNTING W KN-1l � ' r�.."-�_�� v t (KN-I1) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE. (AD-26) REMEDIATION OCCURS IN(KN-I4) AD-25 r KN-05 - 1 '~ J L / TYP. I (KN-20) NOT USED. (Ap-2-1) REMOVE 4 RELOCATE EXISTING TOILET PAPER DISPENSER TO LOCATION SHOWN 4 MOUNT .. ( _ _z[p _ ' AD-31 - - - - 50 THAT THE OUTLET OF THE DISPENSERS I5 AT 11" MIN AFF 4 1"-11" IN FRONT OF THE W N S (KN-21) RELOCATE EXISTING MOP SINK 4 JANITOR'S CLOSET EQUIPMENT TO NEW LOCATION WATER CLOSET TO THE CENTERLINE. ENSURE THAT THE TOP OF THE DISPENSER IS I-I/2" L=7 !- WO t'• I I SHOWN. RECONNECT TO ALL UTILITIES AS REQUIRED. VERIFY EQUIPMENT REUSE 4 EXACTmin KN-14 KN-Ib MIN. BELOW THE GRAB BARS. SEE DETAIL IO/A4.5 = WI I I AD-2I lip 1 ( LOCATIONS WITH McDONALD'S CONSTRUCTION MANAGER. v MI I 0�3 JI AD 22 / (KN-22) RELOCATE EXISTING COFFEE 4 CREAMER, SHAKE MACHINE 4 MCFLURRY BLENDER 4 (AD-25) REMEDIATION OCCURS IN(AD-20) $ I -I- -- INSTALL NEW BLENDER BRACKET 4 DESSERT BUTLER PROVIDED BY KITCHEN EQUIPMENT (AD-21) REMEDIATION OCCURS IN(AD-20) •- .SHELVING L - � �� _ AD-30) REMEDIATION OCCURS IN AD-20 y ' � , � ! - '-S / 1----: SUPPLIER A5 SHOWN. VERIFY EXACT EXTENT OF RELOCATION 4 NEW EQUIPMENT C C ) . I LOCATIONS WITH McDONALD'S CONSTRUCTION MANAGER. RECONNECT TO ALL UTILITIES (AD-3I) INSTALL NEW MIRROR, HAND DRYER, COAT HOOK, PAPER TOWEL DISPENSER/ TRASH, 4 S ' AD-31 T Mil I\ AS REQUIRED. BABY CHANGE PER FIXTURE SCHEDULE, SHEET A4.5, 4 INSTALL AT LOCATIONS SHOWN. SHELVING G _U_ . " / _ I (KN-23) NEW#275 READY-ACCESS DRIVE THRU WINDOW PER MC DONALD. STANDARDS RELOCATE EXISTING SOAP 4 HAND SANITIZER DISPENSERS TO NEW LOCATIONS SHOWN. '=, _ -{AD-31) ' (1.800.621.5045). ENSURE OPERABLE PANES SLIDES A5 INDICATED. SEE DETAILS, SHEET INSTALL PAPER TOWEL DISPENSER,HAND DRYER, 4 BABY CHANGE AT 45" AFF MAX TO \ / OPERABLE PART,UNLESS MANUFACTURER RECOMMENDS LONER. INSTALL MIRROR AT 40" ' - -. - I A4.0, FOR APPROPRIATE OPENING FLASHING 4 WINDOW SCHEDULE FOR MORE INFO. AD 31 -``~--,,,,�, �-----'- _,..id I (KN-24) RELOCATE EXISTING/ INSTALL NEW CASH 1300TH 4 BACK OF HOUSE EQUIPMENT AT NEW AFF MAX TO BOTTOM OF REFLECTING SURFACE. INSTALL SOAP 4 HAND SANITIZER II I LOCATIONS SHOWN. VERIFY FULL EXTENT OF RELOCATION 4 EXACT LOCATIONS WITH DISPENSERS AT 40" AFF 4 6" DEEP MAX TO OPERABLE PART. INSTALL COAT HOOK AT r1-a 1 McDONALD'S CONSTRUCTION MANAGER. RECONNECT EQUIPMENT TO ALL REQUIRED 48" AFF MAX. ENSURE NO FIXTURE PROTRUDES MORE THAN 4" FROM WALL BELOW. HEL 1IN SHELVING �- if UTILITIES. LOCATE ALL FIXTURES AT A CLEAR FLOOR SPACE. SEE DETAIL I0/A4.5 FOR MOUNTING v a w L--- I- II _ I �� Eill HEIGHTS. 0 �' o X r (AD-32) REMEDIATION OCCURS IN(KN-I2) o 0 o 0 - I r iij KN-22, (AD-33) REMEDIATION OCCURS IN(AD-20) o m a AD-34) KITCHEN 1 1I 11111111111,0 (AD-34) RELOCATE EXISTING EMPLOYEE BREAK ROOM COAT HOOKS AT 45" AFF MAX. o - a°'D °-, ° ° a o v a o 1105 I C � a � � m� C / - o ° v3J.- o u) I o a�, ,� • a CREW / _ a 0 ._ �; ROOM UNm"' Nc0 1(KN-04)-k7' TVP. / N I 109 I IKN-OS 0 c L • cr 3 ° c r KN-i8 ism i ° 0 o L. c o I- �,.J [II: Ell , 1 4 �� � 0 � � ` FLOOR PLAN GENERAL NOTES -, � - , a U � N ° � C� UP KN-02 I. GENERAL CONTRACTOR SHALL COORDINATE PREPARATION OF EXISTING AREAS FOR NEW N N" ow.0 •- I - CONSTRUCTION. ° 0 , E 2. IT SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE CONTRACTOR TO o o 'o :12:1 'oar-� - - - - - - COORDINATE WITH THE OTHER TRADES. FAILURE TO DO 50 WILL NOT CONSTITUTE GROUNDS �, o o �, 0 0�� IFOR A CHANGE ORDER. ° 4) ° a a 3. ALL EXISTING WALLS TO REMAIN, UNLESS OTHERWISE NOTED. °' "- o KN-o : 1 CASH I 1,3 en {-i( 1. ° o.. ° 0 BOOTH DN > #-` -t -`?IE 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL ITEMS TO BE ® -`° >.; „°-"; E' ��'' KN-24) •- \ n c o ° o REMOVED PRIOR TD REMOVAL. a� iv- z u) 0.0 v I 108 I TYP. \ 5. THE G.G. SHALL BE RESPONSIBLE FOR PHOTOGRAPHING THE CONDITION OF EXISTING ° o 0 1 Q WALL TYPE SCHEDULE FINISHES. THESE INCLUDE KITCHEN TILES,VINYL BASES, FLOOR TILES, AND CEILING TILES `i- Z\ a 3 °c 0 I LI THROUGHOUT CEILING GRID IN THE DINING AREA AND KITCHEN. �' .v 11 HEIGHT 6. WATER RESISTIVE TYPE "X" GYPSUM WALL BOARD AT ALL WET AREAS. PROVIDE CEMENT 1 /`` ' I TYPE DESCRIPTION BOARD BACKER WHERE NEW WALL TILE INSTALLED, TYP. > _ III • O NEW ACCENT WALL CONSTRUCTION PER 1• ALL NEW FLOORING SHALL BE FIRM,STABLE AND SLIP-RESISTANT. _ ;; 1' v' I 8. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. //\ ♦ KN 23 _ SEE WALL CONSTRUCTION NOTE,SHEET A3.0 ELEVATIONS // OFELC..E_ ' -- �T�,,PR 1. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS -= `1. �� ® E INDICATED IN PACKAGE OR A5 REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED /////// \•' • I 107 I " C BY: FORREST PERMA-SIGN 1-SOO-214-5165 1212 IST ST.,BOX 555 T \` ? p,5 www.forrestpermaslgns.com NEW ROGHELLE,NY 10802 `� 1.------_i __ O NEW EXTERIOR WALL CONSTRUCTION / INFILL WALL CONSTRUCTION REQUIRED 10. GENERAL CONTRACTOR RESPONSIBLE TO COORDINATE NEW WALL FINISHES AND REQUIRED \ . �/ V `�/ N/ `✓ \e' N./ 'V u" '�/ '•/ �/ V �` �/ \/ 1P I HORZ. LAP GEMENT BOARD SIDING 04 EXPOSED EXTERIOR) \ // ,� I' FOR INFILL CLEAR FLOOR SPACES AND FUTURE CLEARANCES;ENSURE MIN. DIMENSIONS REQUIRED ARE \ // //�1 I-I IT I I I I IIT 1 r T- - - - DRAINAGE MAT OR CEMENT BOARD FURRING AS REQUIRED BY MFR. FOR MAINTAINED,OR RELOCATE WALLS AS NECESSARY TO ENSURE ALL ACCESSIBILITY FASTENER PENETRATION DEPTH (4 EXPOSED EXTERIOR) CLEARANCES ARE PROVIDED. DIMENSIONS LABELED "MIN" ARE CLEAR DIMENSIONS \\T //f/ 111 11 11 11 11 11 111 11 TYVEK COMMERCIAL D W.R.B✓ A.B. (@ EXPOSED EXTERIOR) MEASURED TO FACE OF FINISH. Ali \\"‘ //�/ I 1 I I (KN-02) I I I I I I I , I I SHEATHING PER STRUCTURAL II. GG TO PROVIDE NON-LOADBEARING WALLS PER 3/A4.4 AND PARTIAL HEIGHT WALLS PER Nir <K 1111 11 11 I I I I I I I I I I 2X5 WOOD STUDS c4 16" O.G. PER STRUCTURAL DRAWINGS 1/A4.4. \\ 1(,_ ( _ _ R-21 BATT INSULATION WITHIN CAVITIES W/VAPOR BARRIER ON WARM SIDE 12. ALL FLOOR PREPARATION TO BE INCLUDED WITHIN BASE SCOPE. G.G. TO VERIFY EXTENT - - - _- - - WOOD FURRING TO ALIGN WITH ADJACENT RIGID INSULATION WITHIN WITH McDONALD'S CONSTRUCTION MANAGER PRIOR TO BID. _ •• 1-. r ,�02, ,.•'-5" NEW- CAVITIES . -' BETWEEN CENTERLINES OF OPERABLE PANES BETWEEN CENTERLINE. 5/5" TYP 'X' GYPSUM WALL BOARD x OF OPERABLE PANES FINISH TO MATCH EXISTING/ PER INTERIOR DESIGN DRAWINGS - i itik\ ,NEW INTERIOR WALL CONSTRUCTION TO 6" LEGEND _..., A2.1 / O3 FINISH PER INTERIOR DESIGN ABOVE -/ 5/5" TYPE 'X' GYPSUM WALL BOARD CEILING, < ;: 2X4 WOOD STUDS @ 16" O.C. U.N.D. I I EXISTING CONSTRUCTION TO REMAIN = I v SOUND BATT INSULATION C4 'A' DESIGNATION 5/5" TYPE 'X' GYPSUM WALL BOARD EXISTING EQUIPMENT TO REMAIN c. FINISH PER INTERIOR DESIGN OVERHEAD GONSTRUGTION • ti�, - % NEW INTERIOR WALL CONSTRUCTION TO 6" 1T/' /T/ /////T./I NEW WALL CONSTRUCTION S , ='. FINISH PER INTERIOR DESIGN ABOVE (.•,.- ` - `-. NEW OR RELOCATED EQUIPMENT 5/8" TYPE 'X' GYPSUM WALL BOARD CEILING, -, • Li 2X6 WOOD STUDS ® I6" O.C. U.N.O. I ::,1 _: `r:: ` -. ',:, :f'- SOUND ', SOUND BATT INSULATION @ 'A' DESIGNATION NEW SLAB ON GRADE 5/5" TYPE 'X' GYPSUM WALL BOARD 1 I -'_ . - .:26 FINISH PER INTERIOR DESIGN ;; PARTIAL BASAM ENT PLAN , PARTIAL FLOOR PLAN (WEST) O DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6.0 , in 004:1)C;) SCALE: 114" = I'-O" A/ AE.I SCALE: 1/4" = I'-O" 4 WINDOW TAG - SEE WINDOW SCHEDULE ON SHEET A6.0 FLOOR PLAN r A2.0 ler E.Q EQ EQ E.0 E.Q 3'-5" EQ E.Q E.Q / .' ,r if f i., -le --"P-IT--I �{-a (GN-10; it r: -I ��rF=-1- -FF --IF -,[1--q r== =_1 11- 1 (3 I II la 1 GN-oa) GN-oa) i i i •I es` I GN-Oa) II AJ f - _ L-LL ---- ' J F/771 / /AL-ll u ` \ u J I n I -- I XITl ILEX ITI a ua 0 o 0 0 0 0 0 J 0 0 0 0 GN-Dai 4 DINING ,„ BOON 1V'GN-OI` 'LI L/ . /( ,// I 101 I ;GN-05 I _ ' - - - { :� es A5.0 GN-06 :>; TYP. :7_ E �.. 61•1 05 , 00 ii: - , // / //. • , • EN'S.: , TYP: \ / / % .I' :..104 . 1 ! CN-03 / a�7G+EXISTING . r <` tom _ --- — ;, GN-05 v ��FF - y GN=06) 1=Q,.. 31Q< / _ /. / - . • I I . 1.7'/ 1 1///� -__- 1 - • J GN-Oa 0 �: ,, % / / O O O O 11 / r'/ 11 : MTGt Er,i XISTING / ; % %, + `O' ASF ` E.Q .E.G. / -O2< / ` // 1ll + ` �T3 e .: CN. :WOMEN'S -ri ///„C.N-Otr ,//,/, I ,,-, 1 0 AMIE L T r-'.:LA 1'. l; — ,:y j' 103 :� .. 0 ,/�/' /, // en _ t�� ` I V r r ` / /I : / / i I `IR${Li "J,1t1t . _ lA - � CP 1 GN-06 //� i f :/, 1 _� 0 ' 0 7 4yl/ / , 'V;CN-0 / c lb+fY-014 Arr DINING 07=3 gcw 1) / / -; /I ATC• EXISTIk tN-OI -- i i I-- CCN-o5� r / T� �// -, , BOON }GN-o5t = ,GN-06 / $64416E/// ' ,, % %� 101 ? < -(GN-0q' t TYP. �7 .,. . r• / ,GN-06, 112 , / i TYP. ila = /2:17// // / O O O O KITCHEN _ q {�pp ` ''� ,�'"I 105 _ RIGH I�TING N `!/. d / — ORE\A _ 24 /4/ . u.i Eg - ROOM ® - / /' :4:////////:// , %/ I109I / / / ' O 0 0 0 0 /,,./27:/// /,//12)-'/./. /7/0/7/ - E.Q E.Q r / o) 1III14 UP / / / / C\:( / I r rI I 0 /, // // / \ .‘ \ A3.0 .10 1 OO ODN / % / - N-04) O cC 3w a ° 108 o rt §; cp.. cp..XIT ` 'o cOopCL OC-p ., a) pO ° ! I Iii I - J a' oUooc 10 o L ° m p c -T1 IT IT '' O p c to N -0 0'7 to E t. C ,_..\ i4S So p C OC p a) O ,,c.„ co � ocatLy p GN-io ;%' � O J� C fl ‘,5 y t5fl OFFICE PESEMTti\ 0 IQ EQ tr= o p U fi-cp \\ I i 1 . ton cnm C O N O \\,1�K„ Irri,;',r i/^ >ki"-- ��./ � SII / -- T1-1 i ! ET i( - __ n_ �i I i ` c .- 0 ,ac,II I 11 II I I II I z_ p O L p_ p o o�' �� i� I II I II it 3 i 11 E IU1 L3pL +'Aek 11E.0 11 11'-0" 1 I I'-D" '1 E.Q 1 I 1 I I I 1 3 �_ 0 0 �� ri r 1 m c %'o- ' ,! , i{ i II it ) fi / a> p D m a) O U lar fi �Cr' ;II ii ii ii ii / -.14 .� I 1 0 �� co 'EL.. L o a} q ,11 11 11 {i GN-Da 1 i `GN-10}-,a i 11 r{ a ua v` f- a 3 c S - �a J E.Q / 3'-5" / EQ �... J c Ovsil;D REFLECTED CEILING PLAN <11/:::)„,„ , REFLECTED CEILING PLAN z SCALE: 1/4" = I'-O° A2 N x1.2 SCALE: I/4" = I'-O" CEILING KEYNOTES CEILING GENERAL NOTES LEGEND (CN-OI) REMOVE EXISTING ACOUSTICAL CEILING GRID 4 TILES, SOFFITS # LIGHTS. LIGHTING (CN-05) REINSTALL EXISTING SPEAKERS IN NEW CEILING AS NECESSARY. PROVIDE ADDITIONAL I. VERIFY EXISTING CEILING HEIGHTS $ ALL DIMENSIONS PRIOR TO WORK. CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL CEILING GRID 4 SPEAKERS WITHIN NEW DINING AREA AS NECESSARY PER SOUND SYSTEM DESIGN $ TILE AT EXISTING CEILING HEIGHT PER INTERIOR DESIGN DRAWINGS: USG OLYMPIC MICRO CONNECT TO EXISTING SYSTEM AS NEEDED. 2. RELOCATE EXISTING MECHANICAL DIFFUSERS AND RETURNS AS REQUIRED FOR CEILING EXISTING CONSTRUCTION TO REMAIN CLIMAPLUS, TEGULAR EDGE, COLOR: WHITE (SURFACE MUST BE WASHABLE 4 TILES MUST (CN-06) REMOVE d RELOCATE EXISTING SUPPLY 4 DIFFUSERS FOR INSTALLATION OF NEW MODIFICATION. NEW FLUORESCENT LIGHT PER ELECTRICAL NEW OVERHEAD CANOPY/TRELLIS CONSTRUCTION BE VINYL FACED AT KITCHEN). VERIFY FINISH 4 INSTALL HEIGHT WITH INTERIOR DESIGN CONSTRUCTION. OFFTAKES TO REMAIN FOR REUSE;RECONNECT TO EXISTING SYSTEM. -- EXISTING CONSTRUCTION / FIXTURES TO BE REMOVED r. `' DRAWINGS. INSTALL NEW LIGHTS PER ELECTRICAL DRAWINGS;CONNECT TO EXISTING PAINT PER INTERIOR DESIGN DRAWINGS. 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION CEILING TILES WITH NEW TILES EXISTING/NEW INTERNALLY ILLUMINATED EXIT SIGN PER ELEC. / " -_,- ELECTRICAL SUPPLY. PAINT EXISTING VENTS PER INTERIOR DESIGN DRAWINGS. SEE (GN-01) EXISTING DIGITAL MENU BOARDS TO BE RELOCATED A5 SHOWN FOR RECESSED (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). EXIT EXIT /�/ //'/// ! NEW WALL CONSTRUCTION _ TYPICAL DETAILS 2 6/A4.4. PORTRAIT INSTALLATION. G.G. TO VERIFY ALL LOCATIONS SHOWN ON PLAN EXIST. IF (CN-02) NEW 24X24 ACCENT SUSPENDED ACOUSTICAL CEILING GRID 4 TILES PER INTERIOR 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION LIGHT FIXTURES WITH NEW NOT PROVIDE A5 SHOWN. NEW OR RELOCATED EQUIPMENT , DESIGN DRAWINGS: USG FROST GLIMAPLUS, TEGULAR EDGE, COLOR: BLACK (SURFACE (CN-OS) NEW MENU VALANCE TO TIE INTO EXISTING AT 6-8 AFF (V.I.F.). SEE DETAIL X/A4.6. FIXTURES (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). r= REMOVE EXISTING FINISHES AT EXISTING MENU BOARD VALANCE d INSTALL NEW WALL =.:-j MUST BE WASHABLE d TILES MUST BE VINYL FACED AT KITCHEN). VERIFY FINISH WITH TILE PER INTERIOR DESIGN DRAWINGS. PREPARE EXISTING SURFACES AS NECESSARY \ XRELOCATED MECHANICAL SUPPLY AND RETURN DIFFUSERS,V.I.F. INTERIOR DESIGN DRAWINGS. INSTALLATION HEIGHT PER PLAN INTERIOR DESIGN FOR INSTALLATION OF NEW TILE. z �T DRAWINGS;V.I.F. COORDINATE DEMOLITIONS,ELECTRICAL DETAILS WITH GN-01. EXISTING SUSPENDED ACOUSTICAL TILE AND GRID TO REMAIN EXISTING INSTALL NEW GM CEILING AS NECESSARY FOR NEW (CN-Da) NEW EXTERIOR WALL SCONCE LIGHT FIXTURE. SEE ELECTRICAL SHEETS FOR MORE - _' (CN-03) PATCH 4 REPAIR / INFORMATION. �� CONSTRUCTION AND PAINT PER INTERIOR DESIGN DRAWINGS. REMOVE EXISTING TROFFER O NEW RECESSED DOWNLIGHT PER INTERIOR DESIGN DRAWINGS �` FLUORESCENT LIGHT FIXTURES AND INSTALL NEW RECESSED CAN LIGHTS PER (CN-ID) NEW RECESSED DOWN LIGHT FIXTURES AT DRIVE THRU CANOPY. SEE ELEVATION DRAWINGS FOR MORE INFO. ELECTRICAL DRAWINGS. CONNECT TO EXISTING ELECTRICAL SUPPLY. PROTECT EXISTING =' NEW EXTERIOR WALL SCONCE SCONCE PER ELECTRICAL L." `) MECHANICALS VENTS SPEAKERS FROM DAMAGE. PAINT VENTS PER INTERIOR DESIGN NEW SUSPENDED ACOUSTICAL TILE AND GRID �� _ _ ( GN-II ) EXISTING ROOF LADDER TO REMAIN. O EXISTING CEILING SPEAKERS TO REMAIN. V.I.F. -5: <-- c DRAWINGS. SEE DETAIL 5/A4.4. (CN-04) VERIFY EXISTING INTERNALLY ILLUMINATED EXIT SIGNAGE 4 EMERGENCY LIGHTS AS SHOWN OR INSTALL NEW AT DOOR LOCATIONS AS REQUIRED. COORDINATE WITH / =- ELECTRICAL DRAWINGS. /-:////,,,,//7- `�,� �f 24"X24" SUSPENDED ACOUSTICAL CEILING GRID $ TILES AT 4" (: 1 `_. - r // HIGHER(V.I.Fa THAN ADJACENT CEILING. EXISTING FLUORESCENT LIGHT TO REMAIN '' A: 1 . 2 RCP lk A2 'L2.0 Tip RN-O3) TYP. RN-0I) RN-03) 41-0 c-7 22'-41 1/2�! 1 / TYP. 18'-I 1/2" / TYP. 3-0 .• i J' if /' I' i 1'-5 1/2" RN-OI '-0"1'-0" 6'-7" I'-O' 22'-a 1/2" 2'-0" I'-O" 6'-O" / I'-O" 2'-O" -O" ( T-4" f / 7'-4" I'-O' ) // �< / RN-02) 1�_L / Nt f,1" - /- f �' ____ TYP • '. �P --II.- � T?-- -- , 1 - --- (F -r{•-- r Ty I t I �-Ir- �r-i u I I i'. I I I^II ^ I t .. r. .. ^ .- I I 1 I RN-03 I II t� 1 1 ;z ' I TYP. (RN-04 RN-05 1 1 1 1 m 4 11 d r 1 1 I I l ,, d �_ I I i I ! i I I I RN-04 1 , i _ +____ — �, II r ��1 1L_LL_ 11 JF L1 L_ll Ll JL 1I J - t0 I In o ` :-' 1\KRN-0'i O F -- - —_ : In RN-05 ci vV f 1 I uor 1 I I C) ,J AP RN-OS) 1 r ` `_ RN-03 - { i TYP. Li L.:..; r I I y I � - . - � _ . ,- _ 2 _T • A3.0 cn x:; 0 r- • 1 ;! E 1 \\ �� SLOPE '-1 _�� E i. T .- BA tri SLOP :< \ / r1 1 '// r�>(ljrr^ l RN-o- • 1\-(RN 07 , / tiJ TYP. J�' ,J TYP. / _��__ m ( EXISTINGAlik OF ' SLOPE ===^=_� ., A2.0 A2.1 # l ''\ SLOPE 4.1 , C=:= C4 AP , v- cc / \ `� , =: / r \ / �� I 0 I \ - / //)(\\ "ill 1 4.0 : L-; ffg ' /, AP m _i ,• N i/ OI 0 1IIiIi1 (RN-04 RN-06 g IA 1 RN-0a) I _ ° v� �� �a�° I A3.0 U C .U-+ Q) N N ie AI N 1€ r0 4 - .... U 45 0 c tT 0- • C\J C O O•-�, O c . U U _C-8 ,._ o.- c ,,,, N p 0 0 0 co r � .._ ._ _. _ _.. ._._ __ � __. ._..... _.. — _._ _._ ___ �. .._._ _._ _._. __. ._... _—. ...._ __ _ _._ RN-Ol_ _.._ __._ _ _._ ._.V __ .� _._ _.. _._ __ ... �-(RN-05) � -o o�� ;=U c y-+ to c U O Q O --\, 4. -7 I-r1 IT rr 7k r C " o `.c 0 0 _ RN-0- u.i o- a :.g v v ,t°RN-03 ^ TYP. p RN-03 RN-04) 00 oLae capT TYP. a5i Q) TYP. ,� -� v v v v �' - c•/ T /i// /// \ \ C--iF-1r -LL---- RN-02 - o vai 3 o y U RN-02 /' 1-O 0 7-2 O o c ` o o v fes\ o // /� \ r u r r' r n r r� !� � a I / RN-02 0 O ,- o_ 3o0 �C 3 O. \\\\�\� / // -11 r -rl- TI n -1'f- T Ir- TI Ti ) ' ---� 3' 7 ° a0i o \ \\\ / /// I I I I 1 I I RN-04 C(11, a o , v U o t o c s 0 ` 0430 H a3.2c-., w-v \ //// 111 i l - `/�° \\ \ j/ / 531:1 11 it I Q d RN-03 S %�y ii/ t't i 11 t 1 :4- I ';i- N '' t ) >- ' �� ISI II II V " TYP. 3 it gyp, \\ III I I r -__i_Lt =Lt L1 1 h irk -LI-�� j il-_j --,s " C:3 alkVir 41"19. r EQ EQ EQ EQ '-O°',' E.0 E.Q O' RN-02tLI ,' 1.1J If- v c� I'-8" RN-02) 2S'-8" RN-03) 10'-4" 10'-0" 1q'-01/2" I ROOF PLAN , , AI.3 SCALE: 1/4" = I'-O" ROOF PLAN KEYNOTES ROOF PLAN GENERAL NOTES LEGEND (RN-OI) NEW ALUMINUM CANOPY FASCIA ON TRELLIS SYSTEM BY OTHERS;SEE ELEVATIONS. I. ALL WORK ELECTRICAL 4 PLUMBING SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE (RN-02) NEW ALUMINUM TRELLIS BY OTHERS;SEE ELEVATIONS. AND HEALTH CODES. NEW ROOF CONSTRUCTION (,- (RN-05) NEW ALUMINUM TRELLIS TIE-BACK BY OTHERS;SEE ELEVATIONS. NEW LOW ROOF CONSTRUCTION (RN-04) NEW ALUMINUM TRELLIS 2X8 WALL FASCIA BY OTHERS;SEE ELEVATIONS. 2. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. AP �Y TRELLIS SYSTEM WITH ALUMINUM INFILL PANELS. SLOPE TO (RN-05) NEW McDONALD'S SIGNAGE BY OTHERS;SEE ELEVATIONS. 3. EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED EDGE @ 1/4" PER FT. —' (RN-06) EXISTING ROOF LADDER TO REMAIN, PROTECT FROM DAMAGE. ON EQUIPMENT AND MAKE FINAL CONNECTIONS. tai 4. CONTRACTOR SHALL VERIFY THE EXISTING CAPACITY OF ALL ELECTRICAL PANELS PRIOR AREA OF ROOF CONSTRUCTION, SEE SECTIONS FOR (RN-07) MANSARD TRUSS OVERFRAMING ROOF FINISH PER SECTIONS AND STRUCTURAL =� { DRAWINGS. ENSURE POSITIVE DRAINAGE SCOPE TO MAIN ROOF. TO ANY WORK. WHEN WORK 15 STARTED CONTRACTOR SHALL ASSURE THAT THE NEV MORE INFORMATION. L.,i ti 4y (RN-o8) EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. CIRCUITS AND THE PANEL LOADS BALANCED PER MCDONALDS STANDARDS. ,// it '.> C., ~ 5. CONTRACTOR TO VERIFY DIMENSIONS OF ALL TRELLIS, FASCIA,ETC. IN FIELD PRIOR TO C1 C - ;-" ORDERING. Cr` .y, L, \: 6. GENERAL CONTRACTOR TO VERIFY CONDITION OF THE EXISTING FLAT ROOF TO :i DETERMINE WHICH PORTIONS, IF ANY, NEED TO BE REPLACED. VERIFY THAT ALL ._r= < PORTIONS OF THE ROOF PROVIDE POSITIVE DRAINAGE TO EXISTING ROOF DRAINS. IF .- ANY PORTION OF THE ROOF NEEDS TO BE REPLACED,CONTACT THE ARCHITECT FOR APPROPRIATE DETAILS. __ a ._.. r `>r: 1. GENERAL CONTRACTOR TO VERIFY A MINIMUM OF 10 ROOF VENTS. PROVIDE AND INSTALL NEW ROOF VENTS AS NECESSARY TO ACHIEVE MINIMUM. k-- 3 :.;iiLi e Y ROOF PLAN a EN-20) AI A3.0 A3.0 eN-06 -(EN-05) eN-06 IEN-06 (EN-10 eN-066- EN-17 EN-03) EN-20) CN-06E)1EN-f0 TIP. 4,1-.0. BRAND WALL I ELEV. +Iq'-4" I Ci. 11'-0" EN-20) AN T.O. PARAPET Y s y, ELEV. +IS'-O" �_ ' - m . f �. ' / / / / / / / / / / / / / / / // / / / / / / / /� "." / /" ' / / / 7 / / / .l 7 / , W —I--- '-- -/ / / / / /7"/ / , / / / �' >/ / / / / 74-/ —1- r .._ -1'- -,-- _k _ _k 8.0. ACCENT BAND ---- _. I N �� . . ` 1 EN-14 — ♦.z.♦.../.../._� ....t..a 1.., /._ ..�-.r ,_../...1-. ..r Z..Z.! / 1 1. ...�.. , EN-14 ELEV. +15'-ql/4" TYP. f- -_ -- ---7-- ' / / / / / / / / / / , / / / / / / / / / / / / / i� ''` 1 i D L) O L 8 ♦ / / -� TYP. ; .,._._.__-. • • ..__.. �1 / / / / / , :' ., / / ♦ ./ / / / / / / / / / / / / / / / �' - ,'/ / / / Y. / ie ' ' / / / -7 ; / / / / / / / / / / / / / / / / / / 7 , -' , / , // / T/ ,/. /' - — —I`, / / / /--/ / / ,/ / t'7`---74-72‘-/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / .' / / / / / / / / / / / / . / !...7.. ...... _./ / / / / /i../ L ;L Mk 1 Nair N-O6 (EN-15)- EN-05) -(EN-01) - N-066)-• -{EN-15) -0-06:4;•-• EN-18) TYP. hT.O. BRAND WALL EN-10 V ELEV. +lq'-4 k 4.-,T.O. PARAPET EN-20 l .� ELEV. +19'-O" - 1 B.O- ACCENT BAND r. ELEV. +15'-q I/4" EN-14 - _._ __-_ --.. F= TYP. I EN-14 cL TYP. vLi ____:'- - ":-.1:C\ L .\ B.O. CANOPY/TRELLIS `y - 4 ELEV. 4-4" 4:47/1 - \ _G r,- - EN-13B v, t ; . T.O. STOREFRONT / SEN - -- •ii���i'� _ .... ELEV. EXISTING - - :ii. - EN-0-1 ; . ••• TYP. _ ANY -O T.O. SILL . �iI /1 �. ELEV. ELEVATION - - CT, _ o ---,), ,-:-, _ / • EN-2c1- / ... IsT.O. SLAB - .. ELEV. +O'-O" -(EN-24) EN-30 (EN-28} ® (EN-24) ® j ® EN-02 �� ,/ ( IE L. T QA tt3 IRKLAND, WA i 0 WEST ELEVATION `')0 ` . 6P SCALE: 1/4" = I'-0" OF 0 p.m W IIIII E W W = -(EN-18}, N-( 6 EN-05) EN-01) (EN-I%G}-- EN-14 (EN-18)- ( N-I3A (gN-16B) (EN-14 )- eN-068- (EN-15}, eN-06 EN-10 = OIC TYP. TYP. T.D. BRAND WALL ELEV. +I ci'-4" EN-20 W T.O. PARAPET J, 1! _ELEV. +18'-0" _ _ _ _ --- _ .:::.......... __ 1 E B.O. AGGENT BAND -. ------.-_ -- -------- ELEV. +15'-q 1/4" EN-14 _.... __1 1 UNIM - TYP. I El Li ■ ❑ ❑ n n ❑ LTJ /--/ _ `, EN-14 01) �, 4., _c cu , Q � O L'U O M O O -,- -�- s! 1 r .� -1 0 0 N 0_0-o Q7 7 U yam.., 8.0. DT TRELLIS I I� I I 1 ! �" = I ..-...._. ......... _.......__. ...... ....... .......-. _.-...___ N o �' �' �' 7v ELEV. +10'-II° - _ a o ,� � - W- �_ ..__. - - ----._ _ --- ----- - -..,_.- ro o B.O. GANOPY _ ce o o -0 a) _ L m EL- a ELEV. q 4 - _ _.- ..- - - 1\ c T.O. STOREFRONT f {EN-138 - I I N-II ) - c 7 C i\ i i { E A 0 rrr� o o ° m L "FrELEV. EXISTING -_ I I / • QU _. c o c % % EN-07 :X°".-C :2: EN-02 - /, \ o -0 o f o/ ` T ` j ,� EN-o8 ° L °c � 1 . ELEV. ELEVATION i, - � _ �` 1■ �� ' — -- -1 Z _J •-w ° v 2 _____ _ ______ T.O. SILL - - _ 1. . . .. .. ,1 1 1 --- ---------- ---- /V ��. .47 <q c +)'6 ° ill) o C ___.,._,I ..__ C O U C N O CI N w U T.O. SLAB ' r` -'.- - . . -C v-c o_m L�'E 0 0 7 . 7 - 41 U + v ELEV. 0 0 L a o v o I'-4" �� z L 2/ �a-8 ® (EED EN-2q EN-26 EN-16B EN-2q -(EN-02) -{EN-13E) ® EN-28 -(EN-22) ® o o � °o ° o E 50, n a`) 0 N O 7 or Q1 U U d° N C____ s °: LovvQ1 Q2 SOUTH ELEVATION A2.1 SCALE: 1/4" = I'-O" ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND (EN-OI) NEW CEMENT BOARD LAP SIDING PER FINISH SCHEDULE, THIS SHEET. COLOR: BASE (EN-20) MCDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. SEE SIGNAGE SUPPORT I. FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA CONSTRUCTION CRAFTSMAN SCHEME BUILDING. SEE SHEET A4.0 FOR TYPICAL DETAILS. NOTE ON THIS SHEET. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. (EN-02) NEW GEMENT BOARD LAP SIDING PER FINISH SCHEDULE, THIS SHEET. COLOR: ACCENT N- I HOLLOW METAL DOOR 4 FRAME - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. BRAND WALLS: TILE: EUROWEST: E-WOOD COLLECTION COLOR. SEE SHEET A4.0 FOR TYPICAL DETAILS. A (EN-22) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE (10" 2. " * " DENOTES SAFETY GLAZING. Rq BLACK;SIZE: 6" X 3b", MIN, BOTTOM STILE @ DOORS). (EN-03) NEW GEMENT BOARD LAP SIDING PER FINISH SCHEDULE, THIS SHEET. COLOR: ABOVE - - PATTERN : 1/4 OFFSET RUNNING BOND '•'G D G• L T•'. A=. 5. TRASH ENCLOSURE $ GATES (NOT SHOWN) TO BE PAINTED 'BASE BUILDING" COLOR. WATERPROOFING b SETTING MATERIAL CANOPY FINISH. SEE SHEET A4.0 FOR TYPICAL DETAILS. (EN-24) DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT EXTERIOR WALL PROTECT EXISTING GROUT: BY MAPEI C• (EN-04) NOT USED. RAN LEADER DOWNSPOUT FROM DAMAGE. PAINT TO MATCH SURROUNDENG MATERIAL GROUT COLOR: ULTRA DOLOR PLUS - 47 CHARCOAL U1 (EN-05) NEW PARAPET ACCENT BAND PER COLOR LEGEND, THIS SHEET. SEE DETAIL 12/A4.2 GROUT WIDTH: I/8" TO 3l16" h- pc (EN-06) METAL FASCIA (COLOR: CITYSCAPE). A: PRE-FAB ANCHOR-TITE; B: PRE-FAB CUSTOM (EN-25) NOT USED. ARCADE FASCIA. (EN-26) EXISTING BULK OIL FILL BOX TO REMAIN. AGGENT BAND: METAL-ERA CORRUGATED o J a. (EN-01_) TILE- SEE COLOR LEGEND, THIS SHEET. CONTACT: JAN DETER, (714) '431-1500. (EN-27) EXISTING ROOF LADDER TO REMAIN. PAINT TO MATCH BASE BUILDING COLOR. -!S" "S" PANEL 24 GAUGE; J a_ (EN-08) OUTSIDE CORNER STRIPS. RONDEC ROIOOTSDA (DARK ANTHRACITE) ALUMINUM, IOMM. DOLOR: CITYSCAPE W (EN-28) GUARD RAIL- PAINT TO MATCH SURROUNDING MATERIAL. v , ,_ v (EN-060 MOVEMENT JOINT: DILEX BWBIOOGS (BLACK). LAP SIDING: JAMES HARDIE GEMENT BOARD LAP SIDING, L� z z (EN-2q) PIPE BOLLARD PER SITE PLAN. FINISH WITH (2) COATS TRAFFIC YELLOW. (EN-10) ACCENT LIGHTING (ARCADE LIGHT) - SEE ELECTRICAL (EN_SO) EXISTING GAS METER ASSEMBLY TO REMAIN. MATCH EXISTING EXPOSURE d FINISH. LJ ( --1:17-)-1112" HIGH ALUMINUM CANOPY FASCIA BAND (COLOR: WHITE) ON ALUMINUM TRELLIS (EN-31 ) NOT USED. BASE BUILDING: "FAIRVIEW TAUPE" a: 'L SYSTEM (COLOR: WHITE) A: NO UNDERSCORE; B: GOLD UNDERSCORE. BENJAMIN MDORE #HG-85 0 ' < (EN-32) NEW READY ACCESS DRIVE THRU WINDOW TO MATCH EXISTING PER PLAN 4 SCHEDULE. LZ.. EN- A E LI HT G - • C•NO-Y GH - E L - CA . r',I (EN-IS ) ALUMINUM TRELLIS. A:COLOR:CITYSCAPE. B: COLOR: CHARCOAL WITH GOLD ACCENT COLOR: "IRON MOUNTAIN" - " `'. L1 BENJAMIN MDORE #2134-30 CO4' h.: UNDERSCORE. f.. eh?..0.1- , - -,. " "O • - • ABOVE CANOPY FIBER CEMENT SIDING -� �' `f' c� (EN-15 ) ALUMINUM TRELLIS 2"XS" WALL FASCIA. FINISH : NICHIHA VINTAGE HOOP COLLECTION CEDAR (=-' (. , , U-' w ' 1-, (EN-I6) LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL. A: DOWN ONLY FIXTURE (COLOR: .;:r;4.6-)6WHITE) B: DOWN ONLY FIXTURE (COLOR: SILVER). (EN- TD ACCENT LIGHTING (FLOOD LIGHT) - SEE ELECTRICAL. z (EN-I5 ) LIGHT FIXTURE (RECESSED DOWN, INTEGRAL CANOPY). COLOR: SILVER -SEE ELECTRICAL. r A 2 o 1 (EN-I1 ) METAL LETTERING - BY OTHERS. (WELCOME - COLOR: SILVER) a: ELEVATIONS SEE I/A3.0 FOR TRELLIS & CANOPY SYSTEMS ADDITIONAL REQUIREMENTS PER (TYP) TRELLIS 8 CANOPY INFORMATION SHOWN IN CONSTRUCTION DOCUMENTS 15 FOR DESIGN INTENT ONLY. APPROVED MANUFACTURERS SHALL PROVIDE A COMPLETE AND CODE COMPLIANT FINAL DESIGN. I. FASCIA (TRELLIS): CONT. 2X8 CLEAR ANODIZED ALUM. TUBE FASCIA (CANOPY): CONT. Ib"H GOLD PAINTED ALUM. W/ LED DOWN-LIGHT FIXTURE OVER 2X8 PAINTED ALUM. TUBE PROVIDE CLOSURE PIECE WHERE TUBE ENDS ARE EXPOSED NEW BUILT-UP ROOFING TO MATCH G.G. TO PROVIDE AND INSTALL 2. OUTRIGGERS (TRELLIS): CLEAR ANODIZED 2X8 ALUMINUM TUBE EXISTING 4 PER MCDONALD'S NEW SINGLE PIECE METAL ERA OUTRIGGERS (CANOPY): FAINTED 2X8 ALUMINUM TUBE SPECIFICATIONS (TYP.) (6 FASCIA (1.800.558.2162). (TVP.) 3. TIEBACKS (TRELLIS): ANODIZED ALUMINUM THREADED RODS BY MANUFACTUER EXTERIOR GRADE PLYWOOD l 42 TIEBACKS (CANOPY): PAINTED ALUMINUM THREADED RODS BY MANUFACTURER SHEATHING PER STRUCTURAL (TVP.) SLOPE \ ARCADE LIGHT PER ELECTRICAL. LOCATIONS A5 INDICATED ON ROOF PLAN. FINAL LOCATIONS AND QUANTITY SHALL BE AS cL ( INDICATED ON TRELLIS INSTALLATION DRAWINGS. 2X WOOD JOISTS @ 16"0.C. PER .'- _ T.D. ENTRY ARCADE ,--ii_ 4. WHERE INDICATED ON ROOF PLAN, PROVIDE ANODIZED ALUM. PANEL INFILL (TRELLIS) OR STRUCTURAL (TYP) I � -- , . `�� ELEV. + I4'-4" GOLD PAINTED ALUM. PANEL INFILL (CANOPY) TO PROVIDE POSITIVE SLOPE FOR DRAINAGE. .,•')) SHEATHING PER STRUCTURAL. (7YP.) I •,, , 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS AND FOR MOVEMENT OF ' \ ; EXTERIOR WALL SYSTEM ON WHICH THE TRELLIS OR CANOPY 15 MOUNTED. SLOPE 3/8" 2X4 WOOD STUDS @ 16" 0.G. PER ( SLOPE 3/8"' -- -_ ___ �_. 5 2 X WOOD BLOCKING BETWEEN b. STRUCTURAL ATTACHMENTS 8 LOAD CALCULATIONS SHALL BE FURNISHED BY TRELLIS OR PER FT. MIN. PER FT. MIN. CANOPY SYSTEM DESIGNER OF RECORD. SUPPLIERS DESIGNER OF RECORD SHALL DESIGN STRUCTURAL. (TVP.) _ A4.2 RAFTERS (TYP) PER PREVAILING CODES. -- T.O. PARAPET -` ---- /' -i \\ NEW DRAFTSTOPPING AS REQUIRED: �� - = MGDONALD'S SIGN - G.G. TO 7. TRELLIS SYSTEM MAY BE SELECTED FROM ONE OF THE SUPPLIERS LISTED BELOW. z z ELEV. + 15I-0" I �`�"� � E: 51M O o a 1 5/8" TYPE 'X' GAB OVER WOOD 1in COORDINATE LOCATION AND EQUIVALENT SYSTEMS FROM NON-APPROVED SUPPLIERS SHALL BE SUBMITTED TO �: v, I �� _ II STUDS EVERY 20'-0" MAX (TVP.) _� �f I SUPPORT REQUIREMENTS WITH SIGN McDONALD'S US RESTAURANT DESIGN FOR REVIEW AND APPROVAL OF DESIGN INTENT. ALL 5 >_ \� 1' ,i MANUFACTURER. NON-APPROVED SYSTEMS SHALL MEET ALL OF THE REQUIREMENTS OF THIS SECTION. L.Y. �C'' 1.1 =� - _ BUILT UP ROOF MEMBRANE. (TYR) �� 0 //5\1 S. MANUFACTURER SHALL PROVIDE INSTALLER WITH INSTALLATION INSTRUCTIONS. a 'Y w w MANUFACTURER SHALL DESIGN TRELLIS IN ACCORDANCE WITH THE WALL SYSTEM AND f A4.2 CONT.2X BLOCKING, ATTACH TO BLOCKING AS INDICATED IN THE CONSTRUCTION DOCUMENTS. o �� I EXISTING BLOCKING (TVP). r: 1. INSTALLER SHALL NOTIFY TRELLIS 4 CANOPY DESIGNER OF RECORD, MCDONALD'S AGM, G.G. L ---' --- l ----- - \Ci, AND ARCHITECT OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR THE PROPER rt, wr.' �'`� `'\ TYPICAL PARAPET CONSTRUCTION PEEL BACK EXISTING ROOFING AS ;AI �� r.. INSTALLATION OF THE TRELLIS. TRELLIS SHALL NOT BE INSTALLED UNTIL DEFICIENCIES HAVE n ,� 11 'tib \ HORZ.LAP CEMENT BOARD SIDING (EXPOSURE NECESSARY TO ENSURE ':� TYPICAL ACCENT PARAPET CONSTRUCTION BEEN CORRECTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THE TRELLIS `' N mss+ \' \ ' WEATHERTIGHT SEAL (TVP.) ` \` \ SEE WALL CONSTRUCTION NOTES THIS MANUFACTURER'S INSTALLATION INSTRUCTIONS. PER ELEV.) TRELLIS SYSTEM BY: �, ++, ,++` \ ++ ++. 111=1SHEET.++ �+ , `\ `., " HOSA.DRAINAGE MAT W/ FACER OR WOOD i++; � ++' .' 8"X16" VENT WITH BIRD SCREEN,\ \ FURRING A5 REQUIRED BY MFR. FOR FASTENER 1 �� v Ii \ "\\\ (VERIFY EXISTING OR PROVIDE NEW). 11 't ` ' GREENHECK (115) 355-3142 ALL-LITE (511) 501-2300 L- :t` PENETRATION DEPTH. 1 \\ www.greenheck.com www.alllite.com I 3 H05B.TYVEK COMMERCIAL D W.R.B./ A.B. PER (TVP.) \ MCDONALD'S SPECIFICATIONS , BRACE PER STRUCTURAL (TYP.). GOLD FASCIA LED LIGHTING BY: D 4,0 ` REMOVE FINISHES DOWN TO I \ • �� • SHEATHING PER STRUCTURAL \ CUT 6"X1" VENT HOLES IN EVERBRITE (888) 857-4078 PERSONA (500) 843-4888 ", 2X WOOD STUDS PER STRUCTURAL SHEATHING AT PORTION OF TRUSS 1,` `•;\ I, SHEATHING BETWEEN TRUSSES www.e�erbrite.com www.personaslgns.com t TO REMAIN {TVP.} , \ \ ` \ `\ \ ® TOP BOTTOM 48" O.G. (TVP). IE L. T dA rtl ` EXISTING ROOFING TO REMAIN (TVP.) `. i + z .1 CANOPY 5YSTEM4 TIE-BACKS. SEE • FOUNDATION & PERIMETER INSUL. NOTES, SHEET A5.0. • \ ` IRKLA D, WA • "1=abt4.46, AL Al 011*. '''',, 4/ . ,,, , - • I. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DETAILS. r , , T T T ; 2. PROVIDE RIGID UNDERSLAB INSULATION A5 FOLLOWS: OF 0V l A\ / I` / f J11` '! `:;/`t / / Ft,i.w. .waw.-..,.t•�w •L•4,,,z 1,ti; `` J,,ff L /, l A� ,>1 ';1 • s��i►�� w�i�w��►��i►i�►�i� .�� . ' . ` ' � �� • VERTICALLY FROM TOP OF FOOTING TO BOTTOM OF SLAB. ,`� • HORIZONTALLY: 4-0 MIN. -�' \ �i' '' :`y ��`\ • R-VALUE: R-10 D 1./ mss/ / 'w. CORRUGATED METAL PANEL SYS . LLII '4 , - t-- 4 ♦w �`�tillu H .1 ' .sti a.40 0 I _ ��-�` ` ' I. COORDINATE METAL PANELS WITH RAIN DRAINAGE WORK, FLASHING, TRIM, PARAPET WALLS = CC ' . .' AND OTHER ADJOINING WORK TO PROVIDE A LEAKPROOF, SECURE AND NONCORROSIVE 'ti / w. J ~,` Z/8" PANELSFABRICATEDEL" PANELS -� _ f.. ._ _.._ �, I ���� � �:." ` "� ' ARE INSTALLATION. COLORSHALLBE PER ELEVATIONS.° FINISH SHALL BE KYNAR 500. .�/ i i B.O. CANOPY . . URI �` -,:::=.7.:-..:.7..--..-..--- - f!" , : I` "�� ACCESSORIES/FASTENERS: ALL FASTENERS SHALL BE APPLIED IN ACCORDANCE WITH THE :.W' - ----- �---- '�; ELEV. + Q-4 lw;, �/, �:/ � FASTENING SCHEDULE A5 PROVIDED BY PANEL MANUFACTURER. FINISH AND COLOR TO = I ... .- 0 MATCH WALL PANEL. APPLY SEALANT TAPE OR CAULKING AS NECESSARY AT FLASHING AND PANEL JOINTS TO PREVENT WATER PENETRATION. E l ; LED LIGHT FIXTURE. SEE ELECTRICAL : \ DRAWINGS. ! , 1 3- I I _ wxat 41"- I.A. GUTS MADE TO PANELS IN THE FIELD SHALL BE DONE WITH A "COLD CUT" PROCESS ONLY, ( T.O. STOREFRONT h -r I.E. POWER NIBBLER. HEAT OR FRICTION GUT WITH AN ABRASIVE OR BLADE SHALL NOT \ '-.nil ELEV. EXISTING Al • ., =: �_ SE USED. L o /�� \ i :;-%'•;7;,;.;-."-• J ti- O I _ � f,l L" S O In N 4�3 � ` "k } PORTION OF EXISTING MANSARD I.B. WHERE HORIZONTAL CUTS ALONG THE LENGTH OF THE PANEL ARE MADE, CARE SHOULD Q 2 o F_D o o-o �A� { '` ;-`: �. TRUSS 4 ROOF TO BE REMOVED. v T v> PORTION OF EXISTING MANSARDSE TAKEN TO MAKE THE CUTS AT THE TOP OF THE PANEL, WHERE IT IS CONGEALED BY D ' • m a a o a� 0 0_, { �=' THE FASCIA. VERTICAL GUTS ALONG THE HEIGHT OF THE PANEL SHALL BE LAPPED �, TRUSS 4 ROOF TO BE REMOVED. f r�:,. 1', 4 UNDER AN ADJOINING PANEL OR CONCEALED UNDER TRIM, I.E. "J" TRIM AT CORNERS. 0 a 0 a. NEV SUSPENDED ACOUSTICAL CEILING TILE ;' 1' . CORRUGATED PANEL, FASCIAS, CLOSURES 8 FASTENERS BY: oo �, �, - 4 GRID PER REFLECTED CEILING PLAN / �; ° °u'- a, INTERIOR DESIGN DRAWINGS. ...„:•-•;• METAL-ERA (500) 558-2162 www.metalera.com c „,- 0 ` m $ � NEW SUSPENDED ACOUSTICAL CEILING 00 /�;: D o-- - �' . ``-1 TILE 4 GRID PER REFLECTED CEILING 2. UNDERLAYMENT (SOLID SUBSTRATE) EXTERIOR GRADE PLYWOOD: ICE AND WATER SHIELD o 4_ -- 0-C 0 C 0'0- Q NEW STOREFRONT PER I /�' `' Oc c 0 a' PLAN/SCHEDULE. 1. ^ f`: '' PLAN INTERIOR DESIGN DRAWINGS. MEMBRANE OVER PLYWOOD. {ALT. - ONE LAYER OF 30# FELT). 0 . 0 _ L o _c = - a, 0000 C0 / Vs5,,2 r NOTE: IN COASTAL AREAS, METAL PACKAGE WILL SE ALUMINUM WITH STAINLESS STEEL N w' u a,o. m o f:i /`- '; j! ' v - 0_�-n E v c •�� �W. FASTENERS, IN ACCORDANCE WITH MANUFACTURER 5 RECOMMENDATIONS. 0 0 0 0 0 0 DINING DINING "`�� ;, 0 Q) 0 C CDL !`s % 0' . NEW INFILL WALL CONSTRUCTION ACCENT WALL CONSTRUCTION 0 -I - 0 . t;` .,-.:R PER PLAN/SCHEDULE. '"" 0 Q c''v °0'o o Lk, 0- 0 C 1. / r (FROM EXTERIOR TO INTERIOR) a N N c v ;, __ " REFERENCE 2011 TGNA HANDBOOK - EXTERIOR WALLS W233E-II v_ 0 0 i 'N ;', :� I. b"X36"X3/5" PORCELAIN TILE 5ET IN A QUICK-SETTING THINSET MORTAR ° L'. N f I7.0. SILL it :a • MORTAR: 0 0 0 �, 0=3- ELEV. EXISTING = ! : MAPEI GRANI/RAPID SYSTEM CONSISTING OF GRAN1/RAPID POWDER 4 LATEX0 ° a I\ -< i . --3i 0 ADDITIVE = a,-0 0 • P.- 0 oofl ,ov i - 4-,-,..::.7,5, EXISTING WALL CONSTRUCTION TO FAST SETTING, POLYMER-MODIFIED GROUT: / ` REMAIN. MAPEI ULTRACOLOR PLUS FA FAST SETTING POLYMER-MODIFIED, a, a) 0 n ' 0 ° A4.3 „ ,� EXISTING WALL CONSTRUCTION TO REMAIN. ( / a ` `>1/ REMOVE EXISTING FINISHES DOWN TO COLOR-CONSISTENT, NONSHRINKING, EFFLORESCENCE-FREE GROUT 0 0 v a, 'r' 7V' REMOVE EXISTING FINISHES VERIFY CONDITION C; '.1• - 0. c - 0 0,� 0_c �G ' .:y` ,.,.P MASONRY TO ACCOMMODATE NEV (SEE ELEVATIONS FOR ADDITIONAL INFORMATION RELATED TO TILE PATTERN, COLOR, - _ �' OF EXISTING W.R.$./ A.B.; REPAIR 8 REPLACE AS . f_ o� �; SEE I/A3.0 FOR 5EE I/A3.0 FOR - ADDITIONAL. ADDITIONAL REQUIREMENTS PER (TYP) REQUIREMENTS PER (TYP) E9A4.2 ARCADE LIGHT PER ELECTRICAL.SLOPE / 1 ' T.O. ENTRY ARCADE ,r ,' - �'r. -``� ": ELEV. + 14'-411 I 1 I SLOPE 3/8" 5 ,� SLOPE 3/8" � '-- ------ -- ---'� PER FT. MIN, A4.2 PER FT. MIN, .•' A4.2 , / T.D. PARAPET : - / ' f' it-_-.__ _ - , __--.__ " - _ ..... ... { . . I �1181-0" _..._ til SIM p COORDINATE LOCATION AND SUPPORT =, II ELEV. + IS-O 1 /MI POWI� • /` i ) 1 1 •`_�� m REQUIREMENTS WITH SIGN , ; ` 1 - _ ` ' MANUFACTURER. :-' `� _ TYPICAL PARAPET BAND CONSTRUCTION • • r_ _ �� CORRUGATED METAL SIDING PER ELEVATIONS - DRAINAGE MAT W/ FACER • • ' ! ICE * WATER SHIELD OR (I) LAYER FELT PLYWOOD GHEATHING PER STRUCTURAL _ _ `t¢ �', _--' 2X WOOD STUDS ® Ib" O.G. PER STRUCTURAL K I' - i' { ` 5.0. ACCENT BAND 1 - d I i 5 ELEV. + 17'-2" i :� =r = ++ `.++"� ++ _ ___.11 ++ ++ _ ''' TYPICAL PARAPET CONSTRUCTION PER 1 L -- .`1 SECTION 2/A3.0. > ~t\ \\ *\ i + Of c�� al it " ,-013 ` ' 1 �.. I '� \ \t• �I '� ( TYPICAL ACCENT PARAPET �\ CANOPY SYSTEM* TIE-BACKS. 5EE ~` `�� �`'� \ `` • NOTES, SHEET A3.0. _ ; t ��` I CONSTRUCTION PER SECTION �� lE L. T OA trt . •-•-„,,,, ..\\..22, ,,,, -., : "-,..-..„, 1 ,\ �., . • 1I CANOPY SYSTEM* T1E-BACKS. SEE • IRKLAND, WA • „`� f �I+i4'`�� NOTES, SHEET A3.0. 1(1>'' ,4 .4,..ri firm r.141 Kb N.a,01.....gri 0 riff wil rio, TA , .."";,..,,,.„., '''''''....‹. ''''---'''... ..,...-. . ( ? •`�i��*r� +�►yi�• i ►4 .\`� • I i; ic li, FIXTURE. SEE ELECTRICAL ,�/'`�� / jl irf :�t ;�;'�.i; ``}} A4.2 ��t , irk,/ �\/\(i ` j` \/\/ �\t t1� \/\/\/\/t,i f ', A Xl I = LED LIGHT F < 5W '` CC �r As. 5� : ti - ▪ \ ` lin M z. 71.).is''''F'---': ,,... '',-,-,,,,,,:,.i ,, ' -„, , CO5 i'III \i 77' I B.O. D-T TRELLIS , A4.2 Lill le �; { `'\ '� II. ELEV. + 10'- II" 4 \\ ../ia.I., 4..._ _ k� _ ',� _• / 1 ''-''.. = FIE , ...- \ ..„0..,*....,^ /_ PORTION OF EXISTING MANSARD1: \-\\\ \\\\ 1 "� I �, ,..�`.� I • ' - TRUSS 4 ROOF TO BE REMOVED- \ \ _ I I, - 1.-;.(!in .• ,.( �,` ',� . I 1 X1 -�, I B.O. CANOPY I i;. j -I- f] 6 .„1 1 ., • , UNE i�k• � __ r .,I T.O. DRIVE THRU - � , ��.. _...................................: .................�.-.....--_.__-._._. ..__. • •• .____.._._.__..__..___-- ---------._.._.._..___ _ _ - / I T.O. STOREFRONT WINDOW L-6,_ . ELEV. EXISTING i ELEV. EXISTING c� w '.,. b �� \ PORTION OF EXISTING MANSARD �¢ /► o v a v o'o w=; ,. A4.3 TRUSS * ROOF TO BE REMOVED. V a a ". x I '" v immil a `ovv° uao 4:1 EXISTING WALL CONSTRUCTION TO REMAIN. ID o° „ IX p .a# Q1:�CU E a '- "' REMOVE EXISTING FINISHES * INSTALL NEW g s- e) a f %�: 7 CI PER SECTION 2/A3.0. // c �' a� w'o .0��',„,:T� CA = O 5 0 - v N • � , EXISTING SUSPENDED ACOUSTICAL CEILING o o o c o .`'Y TILE * GRID TO REMAIN. '- CASH BOOTH/ 2 a S . a KITCHEN I ". F PRESENTER O .O U'C O w ° �r* 7 DINING x %• ''i-�' A4.3 NEW SUSPENDED ACOUSTICAL CEILING TILE mon o o�- a o 0 :• 0 >"�� - 4 GRID PER REFLECTED CEILING PLAN * •o - •. �, L U C.... U L 004. V INTERIOR DESIGN DRAWINGS. C ° NEN r ( PLAN/SCHEDULE. WINDOW PER ( ACCENT WALL BEYOND. No v to `� �' j4`.: 4, 0 in-in.N '\%, .Gt ,' `\\ CO 0 O ql S' O Q U ..431107i..01.7%,711. s.=.::" . a . L o :wti I _ I T.O. SiLL , Q, u �- 0N2-v �` . 1 I ELEV. EXISTING Y l ; NEW STOREFRONT DOOR PER ;.i, a U Jx' ' -.•- /� PLAN/SGHEDULE. p o o'c o a v F / i,1 -0 L ,;„0, ,_ .-0 o, c d4,•:),I.:" : A4.3 °' ° n > I �n: 11 EXISTING WALL CONSTRUCTION TO REMAIN WITH I- a-w °-C W-C 4;.`,.r..:'',, ;. Ii, NEW FINISHES PER SECTION 2/A3.0. r he• x : -:.>-4>,..44 , � G A43 10 �r ~ • / • TS✓ I A43 ' ,,,,,-...I.... 4. _ / . SLABAL i MAX. vu - d ELEVI I T.O. OI O" C G G � ^u d - _ ! � `� • .tom_ 7' ''S' 1 ___,,,_),,,,,:i._/. -;-....).,-,_i c `C�. _) ' Y ATL L. - J .1` C. ✓£ + (se •- .7�t_3� 0` 1 4 �''. L -,, ` ,._ v - r a r' i i ;X:41- �r Nr r t d� •t A! A. }! } � .`� �F, a rpt h a I 1t A v --&-„, �. ,g_ sj�ti �_ s6/?!L;-C. 4' ,, ( C`_ 'C.,! iC..7 .1 -,A- ?`1£�'-- �47r ` - ° LJ '11 ` j(`) -J . _7t �} ;,} "..;; AV; is �� "4.7.-{17-q:-.":6NEW CONCRETE SIDEWALK PER r ' (,., ! V frr .1 :F I F 3: 1 e c 1 I 1l-! ' ;._1.w"'"_"i..l.�--- ! 7.-S.L1-i I I. :._..... ,: ... J-1_1...,.Ir'-`_`I!. ... .. ._ r.j. 1 I - , _ i.AI I •'",� r. SITE PLAN. I...... I____-- ,- ... . ; - _ m :- , -1; . ' 1 I -.11; 1 _ �� .,• �,_ :_._.. ►; ! _._.... - I : I 11.__.: I I \ I I� \!I I, \\ � I I 1 ) I I \_. = ._�!! ._I 1_, . _ ,(„„,...._&„,- 1_, \ I I- ,1__1 I I111 I 1 1- Ii - �_ ,- 1 � >�� s�--. 3 _ sr.- .3 \ , - .:--- - - - : .2 - .� � �fc. •�.. �_ w ..�I .� ;- �_ ! _._, - 1=-111=-11 - ;- I- � -' _ 1-=-111=1 111 I I.��-}�.:r-� _ }`� r�;�..._, d .-.. � - '}.��,�c'� rt. <.�{` 5 7c. �• i‘-•, r V - ;^^- _-1 NEW CONCRETE CURB * DRIVE THRU1- �- 1=111=111=11f _- . '-- 4 i r , -�I ----�-1 I I.�I I �-I!I-1 I I._I I I--•I f I=1 I !- I I-I I:-I I ��...I !�-.-_-'1..,.� II :.�F.�. : --_ �.... �� - -I 1 (-I!..--1..,�..-�..1 ...�I. :__ . ...--�.... � � , " ,, _I I!-)I \1 ;_ LANE PER SITE PLAN. - - \.. _ I _i _ _ _ 11- I-1 1.= 11 111-111-1 I 1-11 1 I =1 I-;11 - .)-:,- -";-'.3.(‘,.5k._ _ _ 1 , .I 1 I 111 i 1 I 111;1 11.� 11: .....1 I I I I-I 1 I �, '", 111-1 _ : � ': : . .11 I !I. . 1 I i !I-111-1 !=I !, ,I IF, 11-E 1, : , I -III-1 ; ,- - - )< ar.�, K?� . I 1-I �- : 1-:F 1__1 , �� r.at.�,,,: X h_ }�a, a � , - NEW FLOOR TILE PER INTERIOR DESIGN 1=1-1-:_-__,-111=l,11 1;_l I I 1-1 I .- I II ,'z,:1- _ G \7--'''''z'�'' ) \-r -�I� 17-_11--- .. _ I . I I- ;1 I I I-!!1 Trip_I !---�1 :' � � �� - -,I I--- 11-I I I- !1- 1 I- - • d 1,-i �\I !-1 \1 =_ EXISTING FLOOR TILE TO REMAIN. 1\!H. 11= I(- I '�� 4' v �" _ I I=I DRAWINGS. PREPARE SLAB A5 NECESSARY, _.� I .;III: �I I11-171 : ._._. 1!.___ I i ..�...I I 1.2-::::::1 .,._._.I I I::T�:::.1 ; ��� , �d `-q...-(' :..� •,2,... 111. 1 :1 I I- TYP (I _ -: - - : . -1 I1-1I1-1I I---I 7. y - 1 \! 1-11II -III-1 I I I 1177- ! I T[I I= III' _ ,, EXISTING FOUNDATION DRAINAGE SYSTEM. -1 1E1 =%14- I1 I I ,-,' GUT PENETRATION i FRAME DEPTH + 1/2" VERIFY ,,�f'°' >� FLASHING AND FOLD 'a=zL NOTE: VIEW OF WINDOW FROM INTERIOR ,• '° •- I •BATT INSULATION W/VAPOR BARRIER ,,.°° ;i THROUGH ROUGH = ,% COORDINATE ' ' r: COORDINATE HEIGHT OF ;% OPENING MINIMUM 2" _` .€ , WARM SIDE (O ,,�' ,r% - -z / , HORIZONTAL CEMENT LAP SIDING - BACK DAM WITH THRESHOLD `1 fAND JAMB AT DOORS, NO 'i _ '',,,,,,.../1:::,> ' ' EXPOSURE PER ELEVATIONS ATTACHMENTS THROUGH 6 °moi '' J' �� ,� � ",�," VERIFY WITH SITE CONDITIONS ,,, ,� TYVEK COMMERCIAL D W.R.B./ A.B. HORIZONTAL SILL PAN f °,f ` " !i" q' \ �°` :' I LE I F a PER MCDONALD'S SPECIFICATIONS 3 ? �__M ._ I STOREFRONT&UNFLANGED DOORS /; - N I� I .-- INSTALL 3/811 WIDE I I. WRAP DOOR OPENINGS SIMILAR TO STEPS A THROUGH K. SEALANT, TYP. PER SIDING SEALANT JOINT j- SLOPE SILL PAN TO DRAIN (MINIMUM) WITH BACKER I E SEE ARCHITECTURAL DRAWINGS FOR HEAD FLASHING MANUFACTURER'S REQUIREMENTS 111111"; RDD AROUND INTERIOR ! %' ` CONFIGURATIONS AND ApDITIONAL DETAILS. DO NOT PENETRATE SILL PAN WITH FASTENERS. i1 •• r,- 24'GAUGE FULLY SOLDERED ; PERIMETER OF \ • „,, VERTICAL P.T. FURRING STRIP �\ — SHEET METAL SILL STOREFRONT SLEEVE ./ 1 • BACKER FOR CORNER TRIM PAN, SHIM DOOR THRESHOLD OFF PAN SURFACE AT HEAD, JAMBS, AND =- \ I • (/ r / /,� ,F I' ` �; TO DRAIN AND SET BACK LEG OF PAN IN SILL CEMENT BOARD TRIM CONTINUOUS SEALANT II /�„ \\ ` \ ��% SECURE TO SUBSTRATE, COORDINATE ATTACHMENTS WITH �� WALL CONSTRUCTION PER SCHEDULE/ WATERPROOFING MEMBRANE MANUFACTURER, �,_ ,,.,-;1:„.- SEE DETAILS FOR LEG CONFIGURATION �.\ --` ,-- PLAN AT SILL, INSTALL SEALANT \. JOINT BETWEEN BACKPAM �.� OF SILL PAN AND WINDOW 1 TYP. STOREFRONT & DOOR OPENING FLASHING OPENING FLASHING CEMENT BOARD © OUTSIDE CORNER 13 PAN (SHEET METAL) �) STEP H : INTERIOR SEALANT JOINT 5 STEP D: JAMB PENETRATION FLASHING PENETRATION WRAP NOTES ... �4.o SCALE: 3” = I'-011 \A4•a SCALE: NOT TO SCALE A40 SCALE: NOT TO SCALE OPENING_FLASHING_H.DWG \A4.0 SCALE: NOT TO SCALE nPFNINr FI ASHING D.DA& \A40 SCALE: -- PENETRA710N_WRAP_NOTES.P G DOOR_PAN.DW6 - �.- _-_—_ _. _....._ _ �� _�, ATTACH PENETRATION ,.ti -•,•, FLASHING TO ROUGH ,'`��, '�'',,,,,,,,, ,•- OPENING AT INTERIOR-- - 'moi , GUT PENETRATION - /,_ \ :� �� FACE OF FRAMING " FRAME DEPTH + 1/2" VERIFY \, FLASHING AND 1 % it t, k �..` _� FOLD THROUGH ` a \ '�. R�.�� ROUGH OPENING, � � ° BUTTERFLY WITH BOTTOM 4 ,; `-�` .\ I r SELF-ADHESIVE D i.� _t- MINIMUM 2 ,,, 1 �u 1 ,�1 ', / S VERIFY HEIGHT OF BACK DAM WITH \ ``-,,.� ; FLEXIBLE FLASHING. e'7 N57ALL 24 GA HEAD a� ,=, �j ;1 WINDOW MANUFACTURER AND INTERIOR �.,; FACTORY FORMED / C1� IE L. DA} FLASHING, SEE DETAILS ' TRIM, 3/4" MINIMUM BACK DAM CORNER BOOTS I. ; ! FOR TYPICAL FLASHING ` / e _/°" DETAILS 1 II �� I r /7-i` / // / ...' /; 1 ,\ EXTEND I • PENETRATION ► • RKLAiD, WA - I -1 ! 1-•-,..,, '^ i1 FLASHING 1211 I Ij `'� BEYOND ROUGH N ' ♦I, WALL CONSTRUCTION PER I OPENING AT EACH SCHEDULE/ PLAN 1 I q" END OF SILL 1 OF( - r/ -. � GEMENT BOARD TRIM, q' W , J imium § '� � 1 ` VERTICAL P.T. FURRING STRIP , `��` - 2" \ BACKER FOR CORNER TRIM 24 GAUGE SHEET METAL SILL PAN, 2 \�� q' •� • / \ ii SEALANT, TYP. FULLY SOLDERED, SET PAN IN FULL ` SII �� E aN• WI _ 111 HORIZONTAL GEMENT LAP SIDING - SED OF SEALANT, DO NOT EXPOSURE PER ELEVATIONS PENETRATE HORIZONTAL SURFACES �, 1 I .� tl WITH FASTENERS •~'\ I +r = t TYVEK W.R.B./ A.B. PER SLOPE SILL PAN TO DRAIN �•, �` /?„ i' =^ MCDONALD'S SPECIFICATIONS �- 2 f BATT INSULATION I OPENING FLASHING OPENING FLASHING OPENING FLASHING DCEMENT BOARD @INSIDE CORNER14 TYP_ WINDOW PAN (SHEET METAL) 1O STEP J: HEAD FLASHING b STEP E: HEAD CORNER BOOTS 2STEP A: SILL PENETRATION FLASHING Um SCALE: 3" = I'-O" �4'0 SCALE: NOT TO SCALE WINDOW_PAN.DWG A4.0 SCALE: NOT TO SCALE OPENING_FLASHING_J.DWG A4'a SCALE: NOT TO SCALE OPENING_FLASHING_E.DWG �4'0 SCALE: NOT TO SCALE OPENING_FLASHING_A.DWG .Wit. �,' �4 (..) N • EXISTING WALL - :.32:co. la - v V7 :2c2:: o"`- I I" CONSTRUCTION TO REMAINL 7Imac. �Z Qv:0: '' SHEATHING PER SECTION �r \`��DRAIN MAT W/ FACER PERFLASHING (\,11 `°° o EoMANUFACTURERS �_ LAP WEATHER RESISTIVE o a a- --'`N 'k BARRIER FROM ABOVE ,„ a` ti \'`' : 111111111111,N4q \. a :::),,a, ; L,„___ - - RECOMMENDATIONS. ' :� OVER HEAD AND JAMB ��--. ,,, °'_� ` / ayy, 1 pQ j :°=" �;. : . FLASHING, HORIZONTAL � `��N� ` I. �� -`-' �r o °'�,Q FACTORY FORMED CORNER o . ,....: �._.....-•���.,.. � � i MORTAR JOINT � AVM :.�=' � •� _� LAPS TO BE b" MINIMUM, 'yam. • BOOTS `" ° ° � �v � °' v �} `� VERTICALLAPS 70 BE 12 • O u • • U L O +� \ � I --01:3 0 � ;' i = E.. MINIMUM 1. 4 s ` o o m u o a t; ' I �� DOUBLE WRAP W.R.B. �, �. ro o "� y `� / Irl /j 1 I S" I : q' a G .� 0„,°1 v---co / j, r AROUND CORNER 24" MIN, y '� �{\ ' o o" x, 1 1 I \ 0 / ♦ / I II C U L V 1 1," ti \ \ / e BOTH SIDES ,,,,�♦, ;`\ I q �, icr o J r"� o L J -,1-' O 21) _ MORTAR SETTING BED SEALANTY n v �! J _ i SILL LINTEL SHEET ALUM. q y 0 o a , I NEW TILE ACCENT WALL q /iV a� a L� � \ ,/ • ii END DAM :1..4 _�.-,._._. ..----*4. _�= CONSTRUCTION PER PLAN/ ♦''� =S 18" N"v •� !!'1OL amiTTTiiil3�rn�ilnuil3 nTilli�� - SPECIFICATION. NOTE: SEAL GLASS POCKET NOTE: SEAL OVER HEADS OF r3' C * {' OF DOOR JAMB AT SILL. ALL PERIMETER OPENINGS. _ .,,.,, 9 • N O N o N Cl-e3 o OUTSIDE CORNER STRIPS. "b 2" �� '''''''''''''..-...9,,.,'".„„ oo n - tgr 0 SEE ELEVATIONS FOR MORE NOTE: SEALANT ON BACK *4, Alo o INFORMATION. LEG OF FLASHING TO BE • /NL NDuo. APPLIED PRIOR TO UN o o , Q N INSTALLATION OF FRAME. . Q . °-c 2-c OPENING FLASHING OPENING FLASHING OPENING FLASHING 1 TILE - OUTSIDE CORNER TYP. FLASHING DETAIL @JAMB (-7,-) STEP K: WEATHER RESISTIVE BARRIER STEP F: HEAD PENETRATION FLASHING STEP B: SILL CORNER BOOTS = ' t , Iq � 15 7 3 A4.0 A4. . A4.0 A4.0 \t4.0 J SCALE: I I/2" = II-011 SCALE: I 1/2" = I'-011 FLASHING_JAMB.DWG `� SCALE: NOT TO SCALE OPENING_FLASHING_K.DWG SCALE: NOT TO SCALE OPENING_FLASHING-F.DWG SCALE: NOT TO SCALEOPENING_FLASHING_B.DWG 7: _ w y- \\ -vim 1`� _1 _� FULLY SOLDERED END DAM @', _,, -, Nom,,;,PI�� " SEE DETAILS 13 AND 14 .`7'x=4, ',-N,z" FOR TYPICAL PANS =� >, 24 GAUGE SHEET METAL HEAD FLASHING WITH 1 DEGREE SLOPE � � 01111) C.--, :•„ . . JOINT FLASHING `\ • € Sio, .. • ' I/211 ? � SHEET METAL SILL PANS, DO ��� 1 ► INSTALL STOREFRONT PER T, s NOT PENETRATE PANS WITH HEMMED DRIP EDGE, ��,`� MANUFACTURER'S SPECIFICATIONS, I I `r-- i FASTENERS I \, o TYPICAL �q`�Q� IF WINDOW INSTALLATION DIFFERS FROM MANUFACTURER'S \ \ 1/4" I" SOLDERED END DAM 3 `/ \ INSTALLATION INSTRUCTIONS, NOTIFY ARCHITECT OF '' UNBROKEN FOLDED END DAM DISCREPANCIES CJ 24 GAUGE SHEET METAL HEAD 1 E FLASHING WITH T DEGREE SLOPE I I '1 LAP SIDING IINIIIIIS'-'14I 1 1/4" MIN. 1 Gu d 1 1/2" r f NOTE: DO NOT USE CAULK ON HEMMED DRIP EDGE, P4,�,Z, SET SILL PAN IN LAP SIDING AS RECOMMENDED TYPICAL .r� eFOLDED END PAM BEAD OF SEALANT BY SIDING MANUFACTURER. ► ,., A5 SHOWN, SLOPE PAN TO DRAIN 1/4" I11 OPENING FLASHING OPENING FLASHING JOINT FLASHINGBUTT JOINTS TYP. HEAD FLASHINGSTEP STEPSILL PANA4 . 0 1, © 12 G. STOREFRONT 4 S E C: A4.0 SCALE: 3/4" = I'-0° 0327_113_JOIN7_FLASHING.DWG A4.0 SCALE: NOT TO SCALE HEAD_FLASHING.DWGJ SSCALE: NOT TO SCALE OPENING FLASHING G.DWG `A4.0 SCALE: NOT TO SCALE OPENING_FLASHING_G.DWG DETAILS NEV STOREFRONT PER PLAN/SCHEDULE. I NEW CANOPY SYSTEM ABO\E. I I I NOTE: REVISE AND/ OR I — - CONTINUOUS SEALANT. i J I ADJUST PER FIELD . ` Y — --- W REQUIREMENTS. • MR SHIM AS REQUIRED. I r'! �_ _ \ - CORNER TRIM PER ELEVATIONS, TYP. BACKER ROD @ SEALANT, TYP. NEW CANOPY SYSTEM ABOVE. EXISTING WALL CONSTRUCTION TO REMAIN. X - X I DRAIN MAT W/ FACER PER NEW ACCENT HALL CONSTRUCTION X -' _ MANUFACTURERS RECOMMENDATIONS. PER PLAN/ SCHEDULE. 1 X - I IX � ` - � ; W.R.B./ A.B. PER McDONALD'S I NEW INFILL WALL CONSTRUCTION X e.-Wir \ NEW INFILL WALL CONSTRUCTION PER PLAN/ SCHEDULE. SPECIFICATIONS. I PER PLAN/ SCHEDULE. X WRAP INTO STOREFRONT JAMB, TYP. I I I I ' X` JAI, CORNER TRIM PER ELEVATIONS, TYP. I I BACKER ROD 4 SEALANT, TYP. I NOTE: REVISE AND/ OR P.T.BLOGKING I I I > -I ADJUST PER FIELD �° REQUIREMENTS. z I I I MR SHIM AS REQUIRED. Liiiiii -<ziii . BACKER ROD SEALANT, TYP. ' NEW CEMENT BOARD LAP SIDING PER I PER PLAN — .. ( NEW ACCENT HALL CONSTRUCTION PER PLAN/ SCHEDULE. ELEVATIONS. I — — ) • I . Q =MIT i • r . J ''''''' I ' it 110 IIP IPIIIPFI . . : I - '\`, IIIIFIIfllf1111i1 _ ,,R. .. E � Agolv Air er t ►1 ` — 1 ' ' ' � EXISTING WALL CONSTRUCTION TO REMAIN. 1$ 00 4" . 5' ,:-.--Allil . .... -. IEL. T DA ttl �, 1 DRAIN MAT W/ FACER PER MANUFACTURERS RECOMMENDATIONS. I :_. ... .::V c: Y:X..x :X-.::)<,,,r.:,,:...„. :.: .,:T T Tx =X x ;` / / ;a fRKLAi~1D WA • W.R.B./ A.B. PER MCDONALDS SPECIFICATIONS. WRAP INTO , } I q STOREFRONT JAMB, TYP. f,� NEW STOREFRONT PER , ALIGN PLAN/SCHEDULE. SEE SHEETI :44 �r-. �/. 5' — / AA.O OF(��,. Ab.0 I TYR CONTINUOUS SEALANT. 10 I CC ��� I� -� � P.T.BLOGKINC7 UMIMMIMII � BACKER ROD $ SEALANT, TYP, v NEV CEMENT BOARD LAP SIDING PER ELEVATIONS. t \ \\\,k \\ \ -\\\\ 7r1-7-TIT-- -1-1-- lall 5WALL PLAN DETAIL I WALL PLAN DETAIL ` �`4_ ` SCALE: I 1/2" = i'-O" �41 _ SCALE: I 1/2" = I'-O" 7-0 O N C N Q ) .0 1O `-0 O O O Vl ai L O C ,- d a o a.7 O U.4• NOTE: REVISE AND/ OR o ' a a;D D 00 ADJUST PER FIELD ° k a o co U a c REQUIREMENTS. o 004001 o 0 c E-o cL 0 aN mo' a ,,,-; v OU..;-.5 J- G) L. V 4. t N p as N m CO :a,. v n E ° o 4c:1) oso ° rna C O 0 1.E O C EXISTING WALL CONSTRUCTION TO REMAIN. NEW CANOPY SYSTEM ABOVE. O ° c�_ c _c c � o-0 al U O• O Co y; -c O C C L , aJ O C Ems.: N i U,O O U1 aw,3�a'-t O CU C 0 O NEV ACCENT WALL CONSTRUCTION DRAIN MAT W/ FACER PER. t.,x. 0 c, „ PER PLAN/ SCHEDULE. MANUFACTURERS RECOMMENDATIONS. 2O � o u 2 s o _,(-),-c - '., O 0 F 2p m c NEW INFILL HALL CONSTRUCTION W.R.B./ A.B. PER MGDONALD'S a_N :4_ o�" PER PLAN/ SCHEDULE. SPECIFICATIONS. -o o��°, n N L >,E WRAP INTO STOREFRONT JAMB, TYP. a 0 o '° m u .� L -O CORNER TRIM PER ELEVATIONS, TYP. 'i c°i' w'- o BACKER ROD 4 SEALANT, TYP. ooo2 TaN a ] NOoP.T.BLOCKING (L) ,D7a, ` r>------ aO - m E a) MR SHIM A5 REQUIRED. 1 FE a 3° oc-c 2° I BACKER ROD 4 SEALANT, TYP. ..� I PER PLAN Fu �e f NEW GEMENT BOARD LAP SIDING PER >- lu r ?- ;� cr., Lc r3 - r' ELEVATIONS. c T.-.7, iii itm.x , .i., _ I 1 jib 4 1 . . 1 1` I '.] 1 - -. l'.4...,-,1,.., - __ ' „\\\,\.,,,,-',. \\ .., x .,-.,- . �I \'3 \ , fv , ) N. . . : . .. :. . :, , .. . ,... ,' N . . „. , , : . , . CS7 / 111 , . . J., X ., l.: ._.. C7 . .. . .. . . .. . .. II :-:::?:I ('x. NEW STOREFRONT PER L�J F'-- PLAN/SCHEDULE. ALIGN CI FJ C..) Z. E i CONTINUOUS SEALANT. Chi CL 2 WALL PLAN DETAIL A4 . 1 A4.1 SCALE: I I/2” = I'-O" DETAILS • MEMBRANE STRIPPING SINGLE-PLY TPO ROOFING PER ik I r f ' I N SPECIFICATIONS "_'" `v , i BLOCKING PER STRUCTURAL SHEET ADHERED TO MGDO ALD S i# ,t l ♦me - - ��r i! - BACKER TO MATCH EXISTING • TYPICAL ACCENT WALL CONSTRUCTION PER PLAN/ SCHEDULE BACKER FIELD VERIFY JOISTS PER STRUCTURAL `� PARAPET '` I - �� '*,, CONSTRUCTION PER Pi' '--�. I y COMPATIBLE SEALANT AT GG TO PROVIDE $ INSTALL y• -`- -- 'r i TRELLIS TIE-BACK JUNCTION OF MEMBRANE / �G PRE-FAB CUSTOM ARCADE ,6^I� SECTION /A3.3 � ri � _ r \ 4" 2 SLOPE Al la ! Ji • ANTAL AIDESIGNED A5 i1Tl.l1AliHERS _ — J- BOTH SIDES �'.I; V �.`� FELT ENVELOPE S (SEE ELEVATIONS FOR COLOR). - f TIE BAG. PER TRELLIS I/ LAP ROOFING DOWN BLOCKING .t ii BLT-UP ROOF MEMBRANE UNDER FASCIAMANUFACTURER_ = = _ • TRELLIS SYSTEM INFILL PANEL I/4"/FT SLOPE - SLOPE LOCATIONS . \ C:) ni j AS INDICATED ON ROOF PLAN FASTENERS AT APPROX. ' BACKER ROD SEALANT I- II — • ='_`�, — Mi 3 TO 6 O.G., STAGGERED + 2X P.T. WOOD BLOCKING GUTTER SYSTEM TO OUTLET AT SCUPPER LOCATED AT LEFT SIDE OF . L. �� ' (20) �� TRELLIS {TOWARD REAR SIDE OF BUILDING). GALVANIZED FASTENERS SETI 2 I -.I CONTINUOUS CLEAT \ �L� Nt ih_. A4. io .� IN NEOPRENE WASHERS ', t / . _ _ �i TRELLIS SYSTEM W/ CANOPY FASCIA - SEE EXTERIOR ASSEMBLY EXTEND MEMBRANE \ �, COMPATIBLE SEALANT $ 7 NOTES ON A3.0 „ E' ; i - FLASHING 2 BELOW \ \ A.; BOND BREAKER TAPE I O hl - - __ - _,_il / NEW GOLD ALUMINUM CANOPY UNDERSCORE BLOCKING ICE/ WATER SHIELD OR (I) ---- /1 ' il _ I �� � _ LAYER 30 FELT 7NOTE: PROVIDE SLEEVES ON ALL FASTENERS OF PEEL BACK EXISTING z z 1 BLOCKING PER +�- + .-� z I 1 / _- TRELLIS AND/OR CANOPY CONNECTIONS TO ROOFING TO EXTENT ; �� v, ` STRUCTURAL. i I PROVIDE CONSISTENT $ UNIFORM ATTACHMENT NECESSARY TO PROVIDE L `.�� —� \f ( TYPICAL ACCENT BAND w w I ` I THROUGH BUILDING EXTERIOR WALL FINISH. WEATHERTIGHT SEAL 1I �; CONSTRUCTION PER SECTION I 2/A3.0 - m I w w V - 3'-b" (VARIES) 4' SEE ELEVATIONS FOR COLOR OF ALL CANOPY, f I `�~ -- } J( FASCIA, TRELLIS $ TIE-BACK COMPONENTS 0 0 TRELLIS TIE-BACK @SIDING CANOPY DETAIL OVERFRAME ROOF PARAPET DETAIL 11 i3 HEADER PER STRUCTURAL 5 :, I �A4.2 SCALE: 5" - I'-O" �A4.2 SCALE: I I/2" = 1'-0" A4.2 SCALE: 3" = 1'-0" `n N a CJ 07 BUILT-UP ROOF MEMBRANE I - PER MGDONALD'S f ~1 BLOCKING PER STRUCTURAL cv ( SPECIFICATIONS TO MATCH • . /! ( NEV WALL CONSTRUCTION S I x IF EXISTING WALL CONSTRUCTION PER STRUCTURAL. EXISTING cr. I# 2X P.T. WOOD BLOCKING . / PER PLAN/ SCHEDULE I `I 4 �� • -� 17 /' �.. ` ` TRELLIS TIE-BACK MEMBRANESTRIPPING 0 BACKER 2" ,D �► • /' + SLOPE A I — BACKER 3/5"/FT. MN LED LIGHT FIXTURE - SEE 4 LAP W.R.B. OVER 8 BEHIND A4.2 F FLOOD LIGHT - SEE ELECTRICAL 'fit'' �' : _ .� I :\ ELECTRICAL DRAWINGS *� FLASHING _ 4. K FASTENERS, STAGGERED, ' t__ [E L. T DA tt • GEMENT BOARD TRIM ��;` TRELLIS CONNECTION TO EXISTING STRUCTURE TO BE SET IN BED OF MASTIC W/ I i, -� [..... /. s.,"� DESIGNED A5 REQUIRED BY MANUFACTURER. NEOPRENE WASHERS ' CONT.GALV. METAL FLASHING ' t ____� „_ _ _ / I • RKLAND, WA • = WITH DRIP EDGE; MATCH s4 f / LED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS1 11 �� TRELLIS FINISH i/ '1 • '/ ROOF DECK l *' _ SHEET METAL GRAVEL STOP - _ - - RE-FAB CUSTOM ARCADE FASCIA W/ 24 P h", . . . , . , or 18 - - SET IN COMPATIBLE ROOF i OF o9 ��_. TRELLIS CONNECTION TO Alt-C.2 �� 4 ~ `� ; i(;( TRELLIS SYSTEM INFILL PANEL @ I/4"/FT SLOPE - SLOPE GEMENT GA. PRE-FINISHED COVER BY METAL-ERA, C - _. N EXISTING STRUCTURE TO BE :!� /:. I �J k _ LOCATIONS AS INDICATED ON ROOF PLAN I \I CALL I-800-55S-2I62 TO ORDER (SEE II _ _._.__ _ I DESIGNED A5 REQUIRED BY ., ; -- ° ° �� �/ A \d \� ELEVATIONS FOR COLOR), OVER CONTINUOUSIII iii . ; . _ - _ / _ _ FASTENERS AT APPROX. 3 > . . , . pr .. MANUFACTURER _ r TRELLIS SYSTEM W/ CANOPY FASCIA TO b" 0.0., STAGGERED WEATHERPROOF SELF ADHERED MEMBRANE. PROVIDE LAYER OF S.A.F.F. w ` >' - ...._-_ SEE EXTERIOR ASSEMBLY NOTES ON A3.0 \ . LAP DOWN FAGS OF BLOCKING UNDER LA BEHIND BLOCKING ABOVE ti I NOTE: PROVIDE SLEEVES ON ALL FASTENERS OF fir: • _ R CONTINUOUS CLEAT � FASCIA. ' -1 - - _. ��11 BELOW FOR APPROPRIATE ,� TRELLIS AND/0R CANOPY CONNECTIONS TO J 114111 _ • �- ' ; - Eh LAPPING 4% f': TYVEK COMMERCIAL D W.R.B./A.B. PER v r4 ' 1 ♦ PROVIDE CONSISTENT $ UNIFORM ATTACHMENT MGDONALD'S SPECIFICATIONS I / _ P.T. BLOCKING BEHIND • r I I \- THROUGH BUILDING EXTERIOR WALL FINISH. EXTEND MEMBRANE I' �� :' TRELLIS t�i�'; • ,:_•;•� 3'_6" (VARIES) FLASHING 2" BELOW BLOCKING / BACKER ROD 4 SEALANT � ! SEE ELEVATIONS FOR COLOR OF ALL CANOPY, ' t TYPICAL ARCADE PARAPET • f TRIM FASCIA, TRELLIS TIE-SACK COMPONENTS ROOFING MEMBRANE i ;;\ CONSTRUCTION PER SECTION I/A3.0. LIU CEMENT BOARDk;• is ',, _ PER SECTIONS I = 1s TRELLIS CONNECTION @ SIDING 14 CANOPY DETAIL @ SIDING GEMENT BOARD TRIM. b BRAND WALL PARAPET DETAIL L` _ I \,...A4' ,1SCALE: 3" = I'-0" �A4.2 SCALE: 1 I/2" = I'-0" `A4.2 SCALE; 3" I'-O" PROVIDE SLEEVES ON ALL FASTENERS OF TRELLIS a o`o . o AND/ OR CANOPY CONNECTIONS TO PROVIDE a '' c l) 616. � CONSISTENT AND UNIFORM ATTACHMENT THROUGH 2 o-v `:°s :: BUILDING EXTERIOR WALL FINISH. D 'c amaj Si o `'' - ;II TYPICAL ARCADE PARAPET y /i ( a t, ° o- ai m m c ' CONSTRUCTION PER I/A3.1, Pi . TYPICAL PARAPET CONSTRUCTION PER SECTION o v .g , !♦,� I/A3.0. v o o --or) •l- ,ri m ` TRELLIS TIE-BACK v _ , o, 0- .� NON-CORROSIVE PIPE SLEEVE ,� �: `' 1 TRELLIS SYSTEM INFILL PANEL @ 1/4"/FT SLOPE - a • o c a - o q w a_ cii —+-' C . O-q �. I SLOPE LOCATIONS AS INDICATED ON ROOF PLAN OOH ' " U o C c o 5NEOPRENE WASHERS - BOTHV ilo• ,)::,•.- -.-:•,..-, / 4410 I u a 0 �- TIE PER TRELLIS • I 18 2 v 0 =',,, E ,-; c '� MANUFACTURERli• 221 r_ —� —� i'i J .c1P O 1'4 in ii -f, O• L O UI- t7 "-7, N— C / ='" =— 4 0.44::::: • ,� ,� / a o0N �ovti o N L ao COMPATIBLE SEALANT 4 4 fin'�';?Y U U c L Q,� =`\,, BOND BREAKER TAPE ✓ i� 4'-0" [ ._ .® a o - o o L ` BLOCKING PER STRUCTURAL " v cLu -. �/ - ! TRELLIS SYSTEM - SEE EXTERIOR ASSEMBLY NOTES - m at at't c•0 0 � N � v O ON SHEET A3.0 1- a“w c-c N-c TRELLIS TIE-BACK @ TILE , TRELLIS DETAIL NOT USED ` ‹ a, ` _. 14 15 • A4.� = A4.2 r c_ �A4.2 SCALE: 3" = I'-O" \ SCALE: I 1/2" I D SCALE: NTS 4 bi J a.- 0 V ( NEW WALL CONSTRUCTION 11. `, . (IIS_ PER PLAN/ SCHEDULE- PROVIDE SLEEVES ON ALL FASTEN)<RS OF 1 TRELLIS AND/ OR CANOPY CONNECTIONS TO ' . L ) 1 - �= " PROVIDE CONSISTENT AND UNIFORM ==� ATTACHMENT THROUGH BUILDING EXTERIOR r A�^._.µ I �; �III LAP W.R.B. OVER I BEHIND WALL FIN15H. i i, .__.�r' ~ 1' FLASHING j I GALV. METAL FLASHING >� NEW PARAPET CONSTRUCTION PER 2/A3.1 /' _.-.-'' I WITH WEEP SCREED � CONT.GALV. METAL FLASHING ' TRELLIS TIE-BACK / ' - .. WITH DRIP EDGECV . _ Q S //,' PROVIDE LAYER S.A.F.F. TRELLIS SYSTEM INFILL PANEL � I/4 /FT ',-J-' � BEHIND BLOCKING 4 ABOVE 4 l w Mr ;�'� BELOW FOR. APPROPRIATE �ii... SLOPE - SLOPE LOCATIONS AS INDICATED ION ROOF PLAN f:• F_ LAPPING. RECESSED LIGHT FIXTURE- SEE ELECTRICAL W 1 I r� L.) • ' I - TRELLIS CONNECTION TO / . 1 \J 2" GUTTER SYSTEM TO OUTLET AT SCUPPER L% z `- r EXISTING STRUCTURE TO BE I I '_ LOCATED AT LEFT SIDE OF TRELLIS (TOWARD a [r, Y / ) DESIGNED A5 REQUIRED BY REAR SIDE OF BUILDING). Lei cr u MANUFACTURER I = - __ _.._.-.- -._ ]i - EXTERIOR ASSEMBLY TRELLIS SYSTEM SEE r' `` a r, E NOTES ON SHEET A3.0 :" /\ MI i + ��,.- _ _ NEW GOLD ALUMINUM CANOPY UNDERSCORE S . P.T.PTBLOCKING BEHIND I u, �_- _ TRELLIS I r. GEMENT BOARD SOFFIT PANEL A4.211 W � = I 18 I m 6.- LL-1 C? W a zai " I _ BACKER ROD 8 SEALANT I c> = GEMENT BOARD TRIM 51M )LI a. "� EXISTING STRUCTURE A18-279IL A i 2 z 2TRELLIS CONNECTION @ TILE UNDERSCORE DRIVE-THRU TRELLIS DETAIL SEE ELEVATIONS FOR COLOR OF ALL TRELLIS NOT USED. NOT USED. Li 0 0 Ib 2 I TIE-BACK COMPONENTS 82 ¢.2 SECTION DETAILS \A4.2 SCALE: 3" = I'-O" \A4. SCALE: 11/2" = 1'-0" \A4 SCALE: NT5 �A4S0 LE: NT5 I RONALD MCDONALD HOUSE l f t t)1�� 1 c ACCENT WALL f • ( - ICE/ WATER SHIELD OR (I) LAYER 30# GO IN COLLECTOR '' N CONSTRUCTION PER FELT UNIT #WPT DT2000 CMU i ., ; / / PLAN/SCHEDULE r GALL 888-400-3344 TO - ' ./ t EXISTING WALL CORRUGATED METAL PANEL/ TRIM PER 1 1 i_ _ - _ ORDER ,_ CONSTRUCTION TO l ELEVATIONS OVER DRAIN MAT WITH / ri I ;. REMAIN FACER / ( WALL CONSTRUCTION PER PLAN/ SCHEDULE _, -. PLASTIC UPPER PART ! • / LAP WR.B OVER _� LAP W.R.B. OVER 4 BEHiNp FLASHING - GASKETED FASTENERS (FACTORY FINISHn �' I''I PROTECTIVE LENSE I • / 4I BEHIND FLASHING 4 ›, ii ( TO MATCH) / �— ' - ` ., ' • / .A yil I � z_ I INSECT SCREEN = COIN FUNNEL • �' % � k a_ i Cil € f3� _ / / 1 k i--. WEEPS C 24" O.G. _ / Ij ,p` P.T. STARTER STRIP J �; 11 .1_ d _ ! I - Y.3-- `° , GAP FOR VENTING PER MANUFACTURER'S • , / I 11- GALV. METAL 1 1,i �t RECOMMENDATIONS. , / 1 - . FLASHING CONTINUOUS GALV. METAL FLASHING / i , PROCEEDS DIVERTER / 27 i, ,141;' ��. TO MATCH. EXTEND UP BEHIND r. SMATCH SIING f BUILDING WRAP. FINISH TO MATCH k.. r / / " " p` TiI F I.. ►� / GEMENT BOARD TRIM c i7 -``lam 1 P.T. LEDGER PER I / ADJACENT r LL j WOOD RA NSCREEN FURRING "~ STRUCTURAL _. 'yam.._ ACCESS DOOR 4 - I GALVANIZED METAL FLASH ING •*, • 3 NEW CONCRETE i BACKER ROD 4 SEALANT I! PROCEEDS TRAY k SIPENALK Mil M.R. SHIM AS REQUIRED IiS f )11,_,/1\:, PER SITE PLAN �. / ;i , S EXISTING CONCRETE ` - GEMENT BOARD TRIM OVER FURRING/ v V1 CONTINUOUS SEALANT i If BLOCKING A5 REQUIRED 7--)r-'' l DRAIN MAT FOUNDATION TO I STOREFRONT PER PLAN/ SCHEDULE 5/8" TYPE "X" GYPSUM WALL ,~- it 1� 1 \ r BOARD AS NECESSARY. \; !:. .� REMAIN GAP AT SIDING FOR VENTING PER ' z r-+ FINISH TO MATCH ADJACENT. ( y MANUFACTURER'S RECOMMENDATIONSNt J� El ,,, \' ' I INSECT SCREEN tY s '// J . /� '`' )L/ / l7� / EY II: LU LU V s 0 0 RONALD MCDONALD COIN COLLECTORq TILE BASE CORRUGATED METAL TO CEMENT BOARD ,\ STOREFRONT HEAD , �4'� SCALE: 1 1/2" = I'-O" `A4.3 SCALE: 3" = I'-O" `A4.3 SCALE: 3" = 1'-0" \A4.3 SCALE: 3" = I'-O" u7 ~ CV N HALL CONSTRUCTION PER SCHEDULE/ PLAN ..... ..., N .,-- SEALANT PER MANUFACTURER'S Lij RECOMMENDATIONS /, I - ( WALL f WALL CONSTRUCTION PER PLAN/ SCHEDULE \ 1 _- BREAK METAL TO MATCH LAP W.R.B. OVER 4 BEHIND FLASHING A 0 CONSTRUCTION 1 STOREFRONT p • PER PLAN .i y_ k P.T.•— ACKER ROD 4 SEALANT +[ , ''1 ;F\: PTSTARTER STRIP M.R. SHIM AS REQUIRED �. • 4.--. GAP FOR VENTING PER MANUFACTURER'S 1 LAP W.R.B. OVER 13' CONT. SEALANT C, IE - dA rt I� REGOMMENDAT ONS. ✓" / 1 . FLASHING t ' r) � 1 1 STOREFRONT PER PLAN/ SCHEDULE '" �� NSECT SCREEN Jr ( GALV. METAL 'Z' FLASHING; MATCH SIDING 1RKIAND, WA • •I� ' P.T. STARTER .1 • � 11 � '' - ! STRIP , NSECT SCREEN 111 1 s'� ��� ' h r 1111111j111111/111I1111� � " GAP FOR VENTING 4 CEMENT BOARD TRIMr—,,, S 1 �' `• PER WOOD RAINSCREEN FURRING MANUFACTURERS _ _ GALVANIZED METAL FLASHING .i- T r• -.. - \ PIM' gW BACKER ROD 4 SEALANT GALV FLASH I ' M.R. SHIM AS REQUIRED S J. L'' \ CONTINUOUS SEALANT i W ( 1 _ I DRIVE THRU WINDOW PER PLAN/ '' "` = V .:.:.. SCHEDULEt I �' • / <:. ................. ...../ X11 vor,l AL A. A. 411.41WIL.466 411.11461. 1111.11 r nCEMENT BOARD SIDING DRIVE THRU WINDOW HEAD 2 STOREFRONT JAMB @ SIDING , LIM. SCALE: 3" = I'-O" �A4.3 SCALE: 3" = I'-0" A43 SCALE: 3" = I'-O" 5F_JAMB_WOOD_GB.DWG WALL CONSTRUCTION PER °) �' o 0 SCHEDULE/ PLAN u¢i o a o ,°'° o SEALANT PER MANUFACTURER'S D a v v° - RECOMMENDATIONS N o L n-°' o o STOREFRONT PER PLAN/ SCHEDULE a o L.� CEMENT BOARD TRIM o rrr 'm ° BREAK METAL TO MATCH ADJACENT DESIGNORIAN SILL PER INTERIOR G DESIGN DRAWINGS 0 ■* a • ' a_ WINDOW 04 s °� '�°' � � � BACKER ROD 4 SEALANT ro ami E F°_2 c'o M.R. SHIM A5 REQUIRED 'w� o -, 'u ° �'o a •i 47 i CONT. GALV. METAL FLASHING W/ N c0 O�0 . ., o C CONT. SEALANT LOPE BACK d EDGE DAMS, SET IN OO Pima u _ 0 D ` .'.. .s SEALANT a a o 6 0 NEW DRIVE-THRU WINDOW PER PLAN/ LIFT .„.. / SCHEDULE. i BACKER ROD SEALANT :022,0_,. `0 :23 ' o I INSECT SCREEN �, as� ' � CU � L LJ � T(1 : _LI 1 'I 1 I-Ili - M.R. SHIM A5 REQUIRED ° o --- ✓ I _= CONT. SEALANT ° a \ 1 V :�♦i r} 1 - ill c o U C N N N .; 2 0 0 ) j: � — GAP FOR VENTING PER MFR'S C .7 a:0!_'\ i\ 1 S •1 /� RECOMMENDATIONS. ❑ • a°� EI ! : // — I :0! to s/ \ / \ / 1 . ''' / / . ,/ - ! .� i / a'� aci�� av f - ( EXISTING WALL CONSTRUCTION WITH ,•--.:';' 2 rn 1 V^ NEW SHEATHING PER SECTIONS L. ® 0 0 c,0 0 0 k_ 1 1 N ,' u) a.- inry j U y y T c„:, a f }i C ,,, 11 NOT USED. DRIVE THRU WINDOW JAMB STOREFRONT SILL @ SIDING En r ` ; L.-1 0 A4.3 A4.3 = A4.3 cv } v_- �J SCALE: N.T.S. SCALE: 3 I-O ` SCALE: 3" = I'-O" (,,7, C. Lei -' i LO :r 1\11 ►? • II) FLOOR FINISH PER INTERIOR } .. i � DESIGN DRAWINGS _ --NEW EXTERIOR SIDING PER NEW DRIVE-THRU WINDOW PER j; ELEVATIONS � PLAN/ SCHEDULE a� �"fUj CONCRETE SLAB PER 1 !4 EXISTING MANSARD ROOF TO CORIAN SI PER INTERIOR STRUCTURAL t,':i BE REMOVED mo"; STOREFRONT DOOR PER SCHEDULE I • DESIGN DRAWINGS l-'Z EXISTING OVERFLOW DRAIN TO BACKER ROD SEALANT THRESHOLD - SET IN MASTIC en BE CUT BACK - PROVIDE MIN I �1 (ADA COMPLIANT) � I-1/2" BEYOND SHEATHING. • _ / CONT. GALV. METAL FLASHING i NEW EXPANSION JOINT, TYP. PAINT TO MATCH SIDING ( , -I - - - W/ BACK 4 EDGE DAMS, SET IN z I w t"- "'r"� - --t. i O NEW SIDEWALK; SEE SITE _ COLOR "� 1 SEALANT t, c .--.-" 0 I-I/2:~ 1 r ` - PLAN MIN. ' \, ; in L1 LL e _ JI I 1 BACKER ROD 4 SEALANT M.R. SHIM AS REQUIRED Ll z L �� 1 i WETFLASH TO PIPE ..��` �� SLOPE � z z-,-,-, .I1 ^ CONT. SEALANT �i� - =Z n = 5 . 2% MAX. i Li -4 ' I 1 EXISTING DOWNSPOUT L ME I ..//,1 GAP PER MANUFACTURER Q o f Li - , \ i ......-------<''\1 11 RECOMMENDATIONS FOR VENTING �.Cr 0 i- o t.. Q S) ter. n L �� r.1 II I 1 , 1_. INSECT SCREEN L� -4+ I I 1I 1I WALL CONSTRUCTION PER PLAN/ Q �z z L ' 11111L'3.____ ___ 1b>-7 ` SCHEDULE. A CO "L c� 0 f/. hJ LL 4 O V I- �I y t'1 v {l C� A "i iI .. V .-.) G: IN in V ,4 .A1 79 --- #04626 (;) OVERFLOW DRAIN DRIVE-THRU WINDOW SILL STOREFRONT DOOR SILL A 4 o 3 �A4SCALE: 5" = I'-0" �A4.3 SCALE: 3" = I'-O" \43SCALE: 3" = I'-0" SECTION DETAILS �8" MAX. 10 GA WIRE HANGERS AT PERIMETER SUPPORTING MAIN RUNNERS AND GROSS CONTINUOUS ANGLE AT WALL EDGE NOT TO BE ..-- RUNNERS 8" MAX FROM EDGE. LESS THAN 2". ONE END OF EACH ORTHOGONAL HORIZONTAL DIRECTION TO BE ATTACHED; !� O.T5° CLEARANCE ON UNATTACHED SIDE, TYP. RECESSED LIGHT FIXTURE . %I 09 Hearing/Speech- 10 GA HANGER WIRES A7 4'-0" ON CENTER141;;;:il HEAVY DUTY T-BAR GRID SYSTEM Impaired MAXIMUM EACH WAY (TYPICAL) WOOD SLAT SYSTEM AND GRAPHIC - '';) r� SUPPLIED BY S4D VENDOR Assistance \lt, Available At This 1 -� Window an Thk You, 1� `= l SIGN #778 ! � i1 ' \i LL., \f, (it ONE SIGN SHOULD BE MOUNTED ON THE lLi I ,\ ' F-'L- m CASH WINDOW WHERE THERE WILL ALSO BE ILLF PICTURE MENUS AND A NOTEPAD AND _______.,..------ -'\ #44.,,....., 11110. PROVIDED BY 540 VENDOR ` PENCIL FOR THE CUSTOMER TO USE. THE • EXACT MOUNTING LOCATION AND MOUNTING HEIGHT OF THIS SIGN 15 NOT SPECIFIED BY 10 GA LATERAL BRACING WIRES 2'-0" 1 THE ADA BUT SHOULD BE EASILY VISIBLE MAXIMUM FROM CHANNEL INTERSECTION AT !_ OA 1 INNIIi'-'-'" cv FROM A CAR AT THE DRIVE-II-FRU WINDOW. APPROXIMATELY 45° IN EACH DIRECTION. ��� G LOCATED ON A 8'-0" X 12'-0" O.G. GRID AND �1 � 5/8" TYPE 'X' GWB PER PLAN u u' .my.. -. a , A MAX. 6'-O" FROM WALLS. 1Lu 1-il 1, z � Lv \ -- al O r ��� NOT USED SPEECH/ HEARING IMPAIRED SIGN @ D.T. SUSPENDED G.W.B. CEILING DETAIL 1/2" FURNITURE GRADE PLYWOOD 13 q 5 CO SUBSTRATE l A f A4.4 - A4.4 A4.4 r II 1 SCALE: 104_STAFFASSISTANGE_51GNAGE.DWG SCALE: NOT TO SCALE 105_SPEEGH_SIGN_DT.DWG \ SCALE: 3/8" = I'-O" 087_GWB_5U5P_CEILING.DWG - C� ‹- BERG2 CLIPS POP RIVETS C.1 J' FRP FINISH ON KITCHEN SIDE OF /1 1/4" INSTALL #12 GA. VERTICAL WIRE AT 4'-0 WALL /- 8,r 1 8 TO STRUCTURE ABOVE O.G. CONNECTED TO MAIN RUNNER AND c� M� ATTACHED WALL �'� STRUCTURE ABOVE. / (n WOOD SLAT SYSTEM AND GRAPHIC N O EACH PLANE LANEG OF MAIN RUNNER AT BRACING IN - SUPPLIED BY SSD VENDOR ' m O.G. AT 45 DEGREE SHALL BE ANGLES IN BOTH -0.',,.. BOTH DIRECTIONS WITH THE FIRST POINT 400°. ?ll ' � BASE BY 5 D VENDOR Braille• - WITHIN 6'-0" FROM EACH WALL. IE L. T ''\ WALL i� I DA I' And ( INSTALL A STRUT A5 REQUIRED BY ASTM ("� _I Lr Picture's I E580 TO RESIST THE VERTICAL i k-• ._ _7` Menus �— j COMPONENT INDUCED BY THE BRACING IRKL.,AND,WA • - MENU BOARDS BEYOND 2x4 METAL FRAMING TYP. MECHANICAL Available YeJ fIIGN * 3A e WIRES. THESE HORIZONTAL RESTRAINT , . ANCHOR TO SUBFLOOR , SIGN #-f-fq `, s I 0 0 0 o e e o e A POINTS SHALL BE PLACED 12 FT (3658 MM) �� ooeevee a000pao4a \ Ie e `� , 45 DEGREES ON CENTER IN BOTH DIRECTIONS WITH THE Q�00-3 SCREW TIGHTENDED THROUGH MAIN RUNNER N FTI 4 MM) FROM HEAVY DUTYIRST POINT WITH/ b (82 ONE 51GN SHOULD BE MOUNTED ON A IF ALL THE ENTRANCES ARE NOT ACCESSIBLE, THE WEB RESTRICTING SEPARATION FROM (AL \ POP RIVET �i, MAX.MAXFLOOR FINISHNT,�I L T-BAR GRID EACH WALL. W FREE-STANDING SIGN HOLDER AT EACH ORDER L ACCESSIBLE ENTRANCE SHOULD BE IDENTIFIED WITH MOLDING SYSTEM ` STATION TO INFORM CUSTOMERS OF THE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE NOTE: 1 AVAILABILITY OF BRAILLE AND PICTURE MENUS. C_ _ EXACT MOUNTING LOCATION AND MOUNTING HEIGHT ARE UNATTACHED WALL I. INSTALL AS REQUIRED UNDER ASTM E580, NOT SPECIFIED IN THE ADA BUT THE SIGN SHOULD BE a,rASTM 0635, ASTM 0636, CISCA FOR SEISMIC SIDEWALK VISIBLE FROM THE PARKING LOT OR PUBLIC 1 1/2" TOTAL TRAVEL 'ylgx / ZONES 3-4 AND ASCE 7-05 SECTION 5 FRONT COUNTER I SIDEWALK AND SHALL BE WHITE SYMBOLS AND 135-62.2. v LETTERING IN BLUE BACKGROUND. _ 2. SUPPORTING WIRES TO BE GAUGED AND o 2 _\ ;• SPACED PER ASTM 0841 TABLE 3. = .i e a a 3. PROVIDE LIGHT FIXTURE AND OTHER 3/4" --- \ N-,4 „,,jE SUCH APPURTANENCE SUPPORT ATTACHMENT X OPTIONALii PER ASTM E580. 4. INSTALL A 2” PERIMETER MOLDING PER ASTM 0635 AND ASTM 0656. 18 CBB WALL SECTION BRAILLE/ PICTURE MENU 1O ACCESSIBLE ENTRY SIGNAGE 6 BERC 2 CLIP DETAIL 2 SUSPENDED A.C.T. CEILING X4.4 P`4 4 SCALE: I/4 - l'-0" 103_BRAILLE_PICTURE_MENU.DWG N_ SCALE: NOT TO SCALE ENTRY_SIGNAGE.DWG \A4.4 SCALE: NOT TO SCALE 08aBERC2.DWG \A4'� SCALE: NOT TO SCALE 088_AGT_SUS_GEILINGDWG SCALE: I'-1/2"=1'-0" FOR REFERENCE A - . a> J ° � �� O•� N PROVIDE SIGNS WITH RAISED AND BRAILLE y� COORD. CAP ELEMENT WITH DECOR m o v m D T-0 6 CHARACTER SIGNAGE WITH A HIGH CONTRAST TO VENDOR i� -o a `o v a o THE BACKGROUND, ALONG WITH A WHITE HOOD BLOCKING SIMPSON STRONG-TIE �1 ' i ji EXTEND STUD 4 BACKUP ON ONE a o v ,. a) E•.o N ',.. 0 J. __-._.\ INTERNATIONAL SYMBOL OF ACCESSIBILITY (I.S.A.) ! — I -` "HTG4" I§ 48" O.G. ' = z SIDE TO UNDERSIDE OF ROOF a u, .- a . - isillIlL • I Accessible Accessible 5/5" GAB EACH SIDE. SEE INTERIOR 1 - a ° - ` L I ACCESSORY SYSTEM WITH ON A BLUE BACKGROUND MOUNT ON THE TOILET FOR DRAFT STOP AS Entrance Entrance DESIGN DRAWINGS FOR FINISHES. CONT. TOP PLATE[1 ,g 1LEVELING CONTROL ROOM ENTRANCE DOOR WALL ON THE LATCH SIDE ` NECESSARY ao ♦ p® ' ' OF THE DOOR. IF ADEQUATE ROOM 15 NOTF ►uV♦2 I/2" X 2 I/2" STEEL TUBE c°? 4-O" LATERAL BRACING STRUTURAL MEMBER OR o o } "PROVIDED ON THE LATCH SIDE OF TME DOOR, THEO.G. LUBE TO BE GORE DRILLED °MONITOR BRACKET �..:Y�. INTO SLAB. TO STRUGT. ABOVE ° a CLIPS TO AGGEn550RY • SIGNAGE IS REQUIRED TO BE PROVIDED ON THE I 1' 4'-0" O.G. Z CHORD 4'-0" O.G. °J T3 L o . o STUD SPANNING BOTTOM ° L o p SYSTEM ¢° co' q" MIN. NEAREST ADJACENT WALL. SIGN #353 SIGN #352 `9 �' o o if / BASE •A5 SCHEDULED jr-I _ -° o.° E" c I U J �'1 J i _ I.S.A. SIGNAGE SIGNAGE SHALL BE MOUNTED AT SO" BOTTOM OF GWB 1/2" ABOVE SLAB 5/8" TYPE 'X' GWB GLS AS ° a o F.a' 0 Nwr��. ,r...... j C U- V N U v) . A.F,F. TO THE CENTERLINE OF THE SIGN. OR PLYWOOD �'•\SCHEDULED o -t I- ° �, L ° � . ONE ACCESSIBLE DIRECTIONAL SIGN SHOULD POINT FLOOR FINISH AS SCHEDULED BACKUP EACH SIDE \ E�, o J - o o �' T _ #- v,_ AWAY FROM THE INACCESSIBLE ENTRANCE, IN THE AS INDICATED ON _L� CONT. 2X FIRESTOPPING AT " Q " ' u ° N o SHORTEST DIRECTION OF TRAVEL TO AN ACCESSIBLE WALL SCHEDULE, ___,/,__ � EXTENT OF BACKUP (TYP). iv .:,7, ° a`) c INSTALLATION WOMEN L . `\ i ENTRANCE. THE EXACT MOUNTING LOCATION IS NOT SHEET Al. 0 =�-- 0 •`-'G MOUNTING SUPPORTS ; ' 1 I SPECIFIED BY THE ADA. -° o t ` T E I + a N > NOTE: SEE INTERIOR DESIGN BOTTOM 6" OF a o ° ° o �, D Q DRAWINGS FOR HEIGHT, FINISHES 4 BACKUP TO BE ' FLOOR AS 8 ° . a —_. ~• SCHEDULED • u C-- o a °v o J ANY ADDITIONAL INFORMATION ON CEMENT BOARD - u, a LL *SECURE TO EXISITING STUDS OR 3/4" PLYWOOD BACKING `° THESE WALLS MIN 1/2" ABOVE 1 c. • o °G'' o SLAB ° ° ° U' LI LncoD G.30 REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 1 -\ " �' `- N Q, O3 N y.0 0 a3 o c. rn-` C. al A4. P co DIGITAL MENU BOARD BRACKET DETAIL 15 RESTROOM SIGNAGE �i DIRECTIONAL SIGNAGE PARTIAL HEIGHT PARTITION oINTERIOR PARTITION `` =z -c;, L, DA4.4l'-1/2":11-0" A4.4 SCALE: NOT TO SCALE A4.4 SCALE: NOT TO SCALE A4.4 SCALE: 3/4" = 1'-0" SCALE: 3/4" . I'-O" �') SCALE: \ • DEREGTIONAL_51GNAGE.PWG \ Og2_PARTIAL_HT_PAR7lTION.DWG OGI_INTERIOR_PARTITION.DWG << :,� 4-- <<L" �_. • I.B.G. SECTION 1011 REQUIRES THAT EXIT AND EXIT u, '' ACCESS DOORS SHALL BE MARKED BY AN APPROVED (IllitNik EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE EXIT SIGNAGE 15 REQUIRED TO HAVE A HIGH CONTRAST WITH THE BACKGROUND WITH RAISED AND BRAILLE CHARACTERS. A WHITE I.S.A. ON A BLUE DINING KITCHEN SIGN #13A BACKGROUND SHALL BE INCLUDED FOR ACCESSIBLE �/` V' DOORS. �,_ L =. i EXIT SIGNAGE SHALL BE MOUNTED ON THE WALL ON / 5/8" TYPE 'X' G.W.B. (WATER RESISTANT) r� NEW GALVANIZED METAL FLASHING/ THE LATCH SIDE OF THE DOOR WITH ID" X 18" GROUND 5/8" TYPE 'X' GYPSUM BOARD �/ I- - • CLEARANCE O.G. IF ADEQUATE ROOM IS NOT E3 v TO EXISTING BUILDING WALL PROVIDED ON THE LATCH SIDE OF THE DOOR, THE CONSTRUCTION; SLOPED TO b" QUARRY TILE BASE QUARRY TILE BASE - c SIGNAGE 15 REQUIRED TD BE PROVIDED ON THE (TYPICAL IN DINING) �� (TYPICAL IN KITCHEN) a \ PROVIDE ADEQUATE DRAINAGE / �V NEAREST ADJACENT WALL. a __j ;,. r y OVER (E) FREEZER/COOLER. FINISH EXIT DDDR SIGNAGE SHALL BE MOUNTED AT 60" A.F.F. b" QUARRY TILE BASE `' _ TO MATCH ADJACENT SURFACES. - II U T TO THE BOTTOM OF TEXT OR CHARACTERS. THE I.S.A. (TYPICAL IN KITCHEN) C z r� ( EXISTING WALL CONSTRUCTION. FINISHES 4 SIGNAGE SHALL BE MOUNTED IMMEDIATELY ABOVE THE QUARRY TILE f m. z L, u -� PER ELEVATIONS. EXIT SIGN. AT NON-ACCESSIBLE ENTRANCES, DO NOT (TYPICAL IN DINING) Li 1 m T \ INCLUDE THE INTERNATIONAL SIGN OF ACCESSIBILITY. \ /;_' ,- `a :- 0_ SET BOTTOM EDGE OF FLASHING IN IT 15 RECOMMENDED THAT THE CENTER OF THE SIGN BE \ \ \ 0• WATERPROOF SEALANT TO ENSURE .aSET NO CLOSER THAN Q" FROM THE FRAME OFA .� 13 u,.� Trr NO WATER PENETRATION DOOR 50 A VISUALLY IMPAIRED USER WOULD BE N I -. _,- x w l OUTSIDE OF THE DOOR SWING WHILE STANDING IN EXISTING F/G PANEL EXIT FRONT OF THE 51GN. £. LU a - ' EXIT _ lam: n 0 C_ NOTE: CONTRACTOR TO VERIFY EXISTING �, -� --� c, c� �' ` CONDITION AND PROVIDE WEATHER TIGHT FLASHING SYSTEM IF CONDITIONS DIFFER THAN WHAT 15 DRAWN HERE. AI3-- #04626 nFLASHING DETAIL @ COOLER TACTILE EXIT SIGNAGE BASE DETAIL (DINING) 4 BASE DETAIL (KITCHEN) A4c) 4 SCALE: 1/2" = I'-0" COOLER_CEILING.DWG \A4.4 SCALE: NOT TO SCALE TAGTILE_EXIT_SIGNAGE.DWG \}4'4 SCALE: 3" = I'-O" 016_BASE DETAIL DINING.DWG \A4'4 SCALE: 3" = I'-O" O47153ASE DETAIL KITGHEN.DWG DETAILS • 2X WOOD I/2" MAX. (T P.) 54" MIN. __ •____ PARTITION PER SCHEDULE STUDS �� I �— MOP 4 BROOM FIRE ALARM BRACKET TOILET ACCESSORY COAT SM. TOILET — - URINAL• TILE WHERE OCCURS To MATCHHOLDER 5TR05E FIRE J MOUNTING DETAIL HOOK SEAT COVER 12' • ADJACENT JI,i � 42" MIN. MAX.AUTOMATIC FLUSH CONTROL 2 #!2 SCRES 2X4 WOODEXTINGUISHER DISPENSER rb TOP $ BOTTOM STIFFENERS PRE-DRILL --VALVE LOCK BY HARDER LOCK VALVE LOCK BY HARDER LOCK )' Y r • /� CONT. 6"x14" A. (OPTIONAL - VERIFY WITH / (OPTIONAL - VERIFY WITH 4.0" V CONT. 6"x14 GA. CONNECTED PLATE MN. 13/8" INSIDE RADIUS PLATE TO CONT. PLATE 3 STUD BAYS GONSTRJGTION MANAGER) CONSTRUCT'ON MANAGER) et 1 AS SHOWN PER ATTACHMENT 36" MIN. I I/4"-f I/2"� O.D. ▪• STAINLESS STEEL TUBING 2X4 WOOD STIFFENERS CONNECTED TO CONTINUOUS PLAN-SECTION 1Y 4" MAX. PROTRUSION z z • W/ IIS" THK. X 3 z _ FLANGES FASTEN TO PLATE AS SHOWN FOR ACCESSORIES 24„ 12„ ' O o • BACKING PLATE AS REQUIRED LL v o' 48” CLEAR MIN. PATH OF 4" HIGHER THAN 2?" / / �' cv CA Z .' 7, 2#12 F.H.5.M.5. 14 K `s' / �� MIN. MIN , . C BACKING PLATE TOP 8 BOTTOM II O TRAVEL FROM FACE OF1 ACCESSORY \ ,—�v �� µ , „. k O > ACCESSORY ;ter SEE DETAIL ® OF 14GA. PLATE a' O C -- r C •' `, ��_ . C 0 I I/2 PRE-DRILL ��// I !{ - n41 r—f CV SECTION 00 Q X Q z //0 c___. --1"-'11'1 LCSJ • • V p I • �, m O O A., — , ••: NOTES: in -1 in 0 _ co I. PROVIDE BACKING PLATE FOR ALL GRAB BARS. O cv 2. USE #12 SELF-TAPPING SHT. MTL. SCREWS WHEN z O IF r` ! m X r { :-.F z • ATTACHING ITEMS TO BACKING PLATE. K j _,� r, 3• . WALL STUD FLANGES ARE CONTINUOUS. ', '‘ • ''.: \ ..► •1 �`. "‘ '\ "-\ ti ''.. \ ? s si EXISTING ROOF STRUCTURE, TYP. ROOF DECKING MODULAR FRONT __- r ;1 1/2" PLYWD. GU55ETT EA. SIDE „ COUNTER FURNISHED I ___ - - DBL 2x4 FLAT w/IOd NAILS @ 12" O.G. 1-5/8 UNI5TRU7 T 12 D.G. 2 ROWS BY DECOR VENDOR '.� � STAGGERED ATTACHED TO (2 ROWS STAGGERED) 0 ., 4`-O I/4" �, A �r 4'-O" � � � � :_ � � r, 1 (BO MIN)2 CHORD OF ROOF JOIST _1 0 0 _ / 0 ri B.O. TRUSS p p I-5/8" UNISTRUT ATTACHED - ---- -- - -- -__ -__.. -.__. _-.- - y 1 \ ELEV. VARIE. § v TO I-5/8" UNISTRUT POST I - - / _ _ _ '' .-t' T '� GYP. BD. DRAFTSTOPV BASE. ; I / / CURATED VIEW -: V-V-- � CURATED VIEW - [ i ___��� , + z CONNECT TUBE STEEL I / Z . w I F_--_�_ (SEE SHEET AI.O FOR LOCATION) O • PANEL PER PLAN. ) 1 PANEL PER PLAN. }� ! 2x4 DIAL. BRACING @ 48" O.G. .) I • ' BRACKET TO PLYWOOD WITH 1 I I // / I i, 1 NEW TILE OVER 1/2" 'a CONT. 2x6 ;; (4) 1/4 ZINC I" BOLTS. I /' 0_ -1...J1111— f - -h I 1 _Ns GEMENT BOARD OVER 2x4 VERT. STUDS I6" O.G. • c I/2" PLYWOOD 1 I 3/4' PLYWOOD BACKING I `-) ""; lL z "arvE-n nu aE v oHr z Z_ v (.rJ _ �, '� > �, LTJ DISPLAY' > NEW VALANCE - ALIGN WITH r X - Q CEILING A5 SCHEDULED i I I w v v v 1/43 NEW DIGITAL MENU BOARD CEILING AS SCHEDULED ? !=I 1=1 z RUNNER CONDIMENT • .= zIRCURATED VIEW PANEL PER Q iu CENTER 5 Q F.R.P. OVER 1/2 PLYWD. EXTEND 6 z z -,■■-.11-� ; ■ ; d < WALL - FLOOR PLAN i ®1212(i > _ `__f NAPKINIY S _ > - 2X4 VERTICAL STUDS ' ABOVE GLC. LINE I I I HLZ HLZ _ - @I6 O.G. ill: �.____._- QUARRY TILE Li EXISTING MENU VALANCE TO REMAIN e' CURATED PANEL MOUNT DINING ROOM TILE ' I i �, _1\ �z - Z m` z > $ma k' CONT. 2x4 PLATE PROVIDED TO G.G. BY S$D AS SCHEDULED I I z -, - Q z " ,11�r 0 Q - — B.O. SOFFIT VENDOR n n cca N1 �- W 0 ews ILl V� _ z � in ��. � E�. z � � TRIM PER INTERIOR b'-8" A.F.F. 5� I E .- E 1 i,_,T. �1 1 ? BAG STORAGE t; DESIGN Y /� v UHOER 3• O ear ro.s 1 cm r"rs I ,ars Q x CC il. _ (� 6 47 EsJ 0 o i7 _ _ � VALANCE SECTION 5 CURATED VIEW PANEL INSTALL DETAIL 1 MODULAR FRONT COUNTER SECTION . co Je CENTER ISLAND A4.6 SCALE: I"=1'-O" A4.6 SCALE: I"=i'-0" �. 4`-O" �' 4'-O" �L flA,I..iie, SCALE: 1112' = I-O MENU_VALANGE.D5AM_VIEWPANEL_DTL.D F-- ,--ri ` I rd S `S I I I- 12 ^' 1 I r2" A4.6 CE: ( 5 1/2"- ') \ ..._1 5'-O" MIN. `� LAMINATE PER INTERIOR DESIGN ALIGN e 17 CURATED VIEW PANEL ELEVATION --- --- �, � ��, \f...4.6SCALE: 2 1/2"=1'-O" rris =- I DIGITAL MENU BOARD . --- id /// I IE L. pA 1 � PORTRAIT WALL MOUNT - {1 ,,// I ' , n COORDINATE INSTALL WITH = I • RKLAND, WA • 4" LOUVERED �� - z MANUFACTURER'S INSTALLATION " 41 i \ ... • RETURN ro REQUIREMENTS. ALIGN I 'I CENTER OF ORB ALIGNED WITH CENTER LOW PROFILE RECESSED STARTING POINT FOR MEASUREMENT > \ MODULAR FRONT COUNTER BASE OF(? OF PICK-UP SHELF - PROVIDED BY DIGITAL MENU BOARDS OF PLACEMENT OF INDOOR DMB $ ` 4 0 OTHERS RECESSED FRAME p u`;'i � UNIT BY OTHERS. DECOR ELEMENT n 2X4 BLOCKING ® Ib" O.G. CC I _ LAMINATE PER INTERIOR DESIGN \ r �. 0.:. _ 2 - ti -rL ACh 2X6 WALL %N., r� 14 Alk wLLII ~ GON57RUG710N A4.b Q A4.6 = \ -. 0 ' = g li TRIM PER INTERIOR DESIGN,TYP. _ ORDER READY TILE OVER I/2" CEMENT BOARD \o w i 11111.1 BOARD MENU MENU ,; MENU ! . MENU MENU I \ (y - QQ • Ii k = I 1.. LI _ 5' 4" — L ,„ 3' 4" z Lu i 11 i �_ --____-_ . D RECESSED MENU BOARD SECTION UmEQUAL r EQUAL i SCALE: 1112"=1'-O" L'_ > I I III GL '� BAKED ts 01 X > N. :. z I I GOOD v "6-45 Ilk 18 J g' » a � cN = w "'"""""' CASE I ,. 1 I 1 m0 _ \ ¢ t ° o v ° 0 0 om I 11 I ( I I i 1 \f:I_i:I/ \ - A4.6 A4.6 � i v v a N'�..°. 4 3/4 L a., o Fii X I ! i 1 i PICK-UP i I - = a a o a o Lu 1 I I N' < O LL -60c me.11 a ai m �+ e O 1 € I �HCLF I cV / 40 _ \ a . x m E 2 w I I I 1 ' 1 TILE OVER I/2" CEMENT BOARD \ z a °-' CD a ui I I N 10 I/4" o o a �, o C r ff 1 —. c O WIF PICK-UP ORDERING - r+ { O \.� ; ! ; m cv ° °c ° C °' BAKED GOODS CASE SHROUD � ' A U , _ - ._ O , c ,_ o_a,.' PROVED BY 5D VENDOR I=�. - s t o° ° ° o °c MODULAR FRONT COUNTER 1.5 - BASED ON MFG IS MATRIX , �. ,1 / Q TRIM PER INTERIOR DESIGN, TYP. PER PLAN C#Z — -� I U �r ii>; iva`a o o o o o�r �r - - mum C 0-c [� F. N O U C cu lc N 1S J ._ O O N GLSMODULAR FRONT COUNTER BASE ° ¢ C a n UNIT BY OTHERS. �"' •� co o N a c 01, 7 -1-87) MODULAR FRONT COUNTER ELEVATION [�i►1 _ I . • i, a . � Iv o A4SCALE: 2 I/2"=I'-D" - = , t�� -z 0 o`0 o V a o 4- o U - LAMINATE PER INTERIOR DESIGN =� II ;, c-o 01 2-0012 il in 3w+. c i, 3,� u ® L a L + �:-. T w+.-0 IA C GO _ 1.- ar ; CN.88 • w I:. N O+. 1-r' N SU -- DIGITAL MENU BOARD 10 la • ALIGN VALANCE WALL FINISHES WITH ACCENT WALL FINISHES. PROVIDE A4.b A4.4 9..... . . _._._... l ��� CURATE" VIEW I r o co CONTINUOUS 1/2" CEMENT BOARD OVER 1/2" PLYWOOD ALONG ENTIRE ` ?Ni .. PANEL AT HLS/HLZ. 1 I a, , VALANCE/WALL FOR TILE AND MENU BOARD INSTALLATION. CI um• mu ■ \ z '''' (N I- ca Q L`' i_.,_-,:q ::.,, =' w l�lIRELOCATED EQUIPMENT VERTICAL a `! "� z - GLS 3 • `1 ' _- .-- -- -- - 111111-111� 11 l I I l I I I ! I I { I I I I I l ! I I GBB WALL. r r, I B.O. CEILING, > _ Iq ,, T I r e, � i SEE RCP- ! A4.6 PEERLESS 5MA TTS -- - - _. i 1°�� �_�:_:_:.. F ... _ �:. ... mss.:: { I. R OUNT PORTRAIT - w E ;A If 11111-gum " x wIg »+' "li ` w kk.( .: @R k WALL MOUNT. COORDINATE INSTALL _ _ - RELOCATE SHAKE MACHINE -- � � � "� ;' '�'�� ��;�'�� C r LAMINATE PER INTERIOR WITH MANUFACTURER'S INSTALLATION I l 41-11/2" 1---� 1.14.74-E-1: I �;. �, r $MGFLURRY BLENDER. • H °_ = . ,, :1-57-I-=,--= r . r J f� ` ^� " DESIGNREQUIREMENTS, I I 1 1 }a a / t .fl . II •- r I . Ct..:J.g 1„ a 0.11A1-111:'` 16" O - Emu — • 2X4 BLOCKING G. AT RECESS ' - � ' � i --- TILE PER PLAN d CL\ t� -' = v 1 - INTERIOR DESIGN TYLE PER RCP 4 — i - / TRIM PER INTERIOR I ' � INTERIOR DESIGN - I ! I / DE5IGN,TYP. I� °J tj `- = I - - I O ,ligi MENU VALANCE TO TIE INTO \ _-__ i- o ca EXISTING ® 6'-8" AFF (V.I.F.) = A4.6 _I CURATED VIEW rI - 2X6 WALL CONSTRUCTION 111E11111M u i co PANEL PER k _ - V) a PLAN i - — _ I f <ej r - T 1 W I - - - re o , 11.1 ES! 0_ ---1 I F « is cr li ! T I I I I - T.O. FINISH FLOG -- - r c, } -- CO T I J EXISTING EQUIPMENT QUARRY TILE COVE BASE 1 Q 0 0 0 0 0 fl C `"'' `" '. "- I PER INTERIOR DESIGN __ (al _ 0-4 J CJ ID a 0 0 0 o a --"I Ill A18-2 79 #04626 i --- I•# I zt- I9 MFC ELEVATION - FINISHES (2 RECESSED MENU BOARD PLAN ENLARGED PLAN \A46SCALE: 2 1/2"=r-0" ...,A4.(35GALE: 11/2"=I'-0" ` ,,L7j, A 4 . 6 A4.6 SCALE: 1/2" = I'-O" �' SAM DETAILS (STOREFRONT 4 ENTRANCE SYSTEM) DOOR *I - SINGLE OCCUPANT RESTROOM GENERAL DOOR NOTES: R� I. 3 EA. HINGE BBI279 4 1/2" X 4 1/2" U5260 HAGER 1- fp I. ALUMINUM FRAME, THERMALLY BROKEN WITH HEAD RECEIVER CHANNEL; FINISH TO MATCH 2. I EA. CLOSER LDPA4031 SNB ALUM LGN I. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. EXISTING STOREFRONT SYSTEM. 3. I EA. LOCK ND405 RHO 626 SGHLAGE 2. THE OPENING FORGE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 2. I" INSULATED GLAZING - SEE EXT ELEVATIONS FOR LOCATION OF SAFETY GLASS (*). 4. 2 EA. KICK PLATE 1105 8 X 34 US28 HAGER LBS. 3. PROVIDE FLASHING AT HEAD 4 SILL - CONTINUOUS SILICONE SEALANT, INSIDE AND OUT AT 5. I EA. DOOR STOP 236W US32D HAGER 3. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 W PERIMETER OF WINDOW FRAME. 6. 2 EA. TOE GUARD 2O2NA 36" N.GUARD LBS. 4. PROVIDE 2-PIECE METAL CAP @ SILL W 7. I EA. FINGER GRD MKIA PUSH SIDE BRN F, SAFE 4. PROVIDE PANIC. HARDWARE FOR ALL EXTERIOR DOORS A5 NOTED ON THE 5. GORIAN SILL AT INTERIOR PER INTERIOR DESIGN DRAWINGS. � 8. I EA. FINGER GRD MKIB PULL SIDE BRN F. SAFE W DOOR SCHEDULE D 6. VERTICAL GLAZING: ASSEMBLY MAX. U-FACTOR, U-0.38. ASSEMBLY MAX. SHGC 0.40. i.d, 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING 0 1 ENTRANCE DOORS: ASSEMBLY MAX. U-FACTOR, U-0.60., ASSEMBLY MAX. SHGC 0.40 < DOOR #2 - DINING ROOM JANITORS CLOSET OR TWISTING OF THE WRIST TO OPERATE. I. 3 EA. HINGE BB1271 4 1/2 X 4 1/2 US26D HAGER D 6. ALL NEW STOREFRONT 4 DOORS TO HAVE FINISHES THAT MATCH EXISTING W 2. I EA. LOCK NDBOPD RHO 625 SGHLAGE ❑ STOREFRONT FINISHES 7. SEE ELEVATIONS 4 WALL SECTIONS I DOOR *3 - DOUBLE ENTRY DOOR W I. I EA. LEAF CLOSER LGN 4021 X 15 DOOR FRAME �% U 2. 3 EA. LEAF HINGES OFFSET PIVOT ANSI - A-15b.4 GRADE I; PROVIDE EXPOSED PARTS Z MARK u Cf)n MARK TYPE SIZE (V.I.F.) NOTES OF GAST ALUMINUM ALLOY, AS SUPPLIED BY DOOR MANUFACTURER. l 1 MATERIAL SIZE TYPE MATL. SIZE �JJ �" 5 3. IEALEAF - " DIA. T - . v " I WI A q 8 (hU x 5'-0"(H) MATCH (E). GLASS 4 STOREFRONT FRAME 5Y5. FINISHES PULL HANDLE ROGKWOOD MFG MODEL- RM3301 SIZE I I/4 GTO: b O ��//�� I S.G. WOAD W/LAM 3-0 X 6 8 X 13/4 A H.M. 2" JAMB 4 HEAD �:; T FINISH CLEAR ANODIZED ALUM. MOUNTING: TYPE HD-THRU BOLT HEAVY DUTY. V J - w W2 B E7'-O"(W) X 5'-O"(rr) MATCH (E). GLASS 8 STOREFRONT FRAME 5Y5. FINISHES 2 2 S.G. WOOD W/LAM I'-8" X 6'-8" X 13/4" D H.M. 2" JAMB 4 HEAD �) 14. I EA LEAF PANIC HARDWARE ADAMS RITE MFG. CO. 5500 SERIES WITH OUTSIDE " II ' O W3 G 8-O (W) X 7-5 3/4 (H) MATCH (E). GLASS 4 STOREFRONT FRAME 5Y5. FINISHES 1 CYLINDER 3 ALUM. 61-0" X T-0 X 13/4 B ALUM. SEE NOTE 1 - - - (FINISH TO MATCH STOREFRONT DOOR) ❑ W4 E -2"(w) X 5'-0"(H) MATCH (E). GLASS 8 STOREFRONT FRAME 5Y5. FINISHES 0 5. I EA THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, 12" 4 ALUM. 3'-0" X 7'-0" X 13/4" C ALUM. 5EE NOTE 7 ZN6 D 4'-O"(VCU X 5'-O"M) MATCH (E). GLASS 4 STOREFRONT FRAME SYS. FINISHES O WIDE X l/2" RISE (ADA ACCESSIBLE). 6. I EA WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED 0 a (=' I!-8it(VU X I5-Ou CI J: (7Vrb F � (H) MATCH (E). GLASS # STORE=FRONT FRAME 5Y5. FINISHESSTOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN 5' r ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET w LU en 6 12'-IO"(VU X 5'-0"(H) MATCH (E). GLASS 4 STOREFRONT FRAME SYS. FINISHES Cr c WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. Cr cr WS H 4'-I/4"(104) X 5'-0"(H) MATCH (E). GLASS 4 STOREFRONT FRAME SYS. FINISHES 7. I EA SIGN MOUNT ONTO DOOR, TO READ "THIS DOOR MUST REMAIN UNLOCKED WHENEVER LUw THE BUILDING IS OCCUPIED/ DURING BUSINESS HOURS." I 0 0 DOOR *4 - ENTRY DOOR I. IEA. CLOSER LGN 4021 X 18 ..7,-, °6 --- 2. 3 EA. HINGES OFFSET PIVOT ANSI - A-156.4 GRADE I; PROVIDE EXPOSED PARTS OF i Ln �; - CAST ALUMINUM ALLOY, A5 SUPPLIED BY DOOR MANUFACTURER. 3. I EA. ROCKWOOD MFG MODEL: RM330I, SIZE: I'-1/4" DIA, CTC: 6'-O", FINISH: CLEAR "' ° PER SCHEDULE ANODIZED ALUM, MOUNTING: TYPE I HD-THRU BOLT HEAVY DUTY. 4. I EA. PANIC HARDWARE ADAMS RITE MFG. CO. 5500 SERIES WITH OUTSIDE CYLINDER y,; E.G E.G E.G (FINISH TO MATCH STOREFRONT DOOR) .i )' )' 5. I EA. THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, 36" D AR WIDE X 1/2" RISE (ADA ACCE=SSIBLE). �"�►�' � w 6. I EA. WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED ei STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN '�� �,� CO ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET C�3 !E L.T Ay V J v WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. W `n7. I EA. MOUNT ONTO DOOR, TO READ "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE WOOD DOOR (SALVAGE r1 W BUILDING IS OCCUPIED/ DURING BUSINESS HOURS." EXISTING IF POSSIBLE - • RND.WA # L.L W VERIFY W/ AREA CL CONSTRUCTION MANAGER) H Olik' O A LJ_. MIN. 10" KIGKPLATE Fin' : ❑ PER SCHEDULE / PER SCHEDULE Q Z E.Q ,I+ E.GE.Q i, 3'-2.. 3'-4" 3._2.. O H _ V.I.P. � - � V.I.F. �r ❑ aC LU . . - - :7, . _. 0 , Y ,-- FINISH TO MATCH EXISTING UKI 7 * I‘Z w , = 9 v.. �� - I r , 11 1/4" TEMP. GLAZING ,-, i 0 �� -J a N- .._...__.-- J s,(,. _ F �' 7 U O w i C.� PER SCHEDULE 54 ¢ O ° O C ° ` ° PER SCHEDULE B Q a 0-0 0-..11-----0-_---- , C O 0. 00 ND0D - a � aL.I'-8" E.G E.G E.G E.G 1 Y.E.P. H i uo O -0 a O a Cf0ID N � V1 ` /' . .` o ? 3D 2u N a* * c) oO .N L. 6.-, _ IL: 1J 0 w Q T U O L O 0 O)' m v r FINISH TO MATCH EXISTING o monk -0 • ° 1.11 cn O _ L 0 -C L O O O C �� C U1... i ilk Vii in a) p 0 0 0 C O 0 # In-" O O IZ O I ¢ V- 1/4" TEMP. 73 O ` . �..., a°' 0 u, GLAZING amours 4.0 c)s 6_u CY J al w ~ C`� O '6 i O O a C 1.O+U U y '- bl PER SCHEDULE G Q 0 ° a N L ._ 0 Jr ci v Q O . L ° O-O PER SCHEDULE ,l ` t 2 rn. v o o a� it. 4-7.--' 01' - U _1 - D a m maU U r-_ OU ,_.- `3. ). m..- w__ L d3 O U � fa Di WOOD DOOR (SALVAGE LJ �� LU Ce / EXISTING IF POSSIBLE - c3 '' VERIFY W/ AREA w CONSTRUCTION MANAGER)v. v3 - o Li.:_,:. --� .n D PER SCHEDULE H 1' D y`-8 I/4; 6'-411 ,2'-I 1/2"f V.1.F1 ' V.I.F. - `• N * * -V Q i W ` N W U ...iO -� c N ill c., W t. I-: L_i � - ,L, LU 3 p [P \ L r 0 L' c) Cl. < w 0 - 0 F -- tz r C) -.�• La) ...: Y J 3U� F: C'i ter" 0 u} r) A18-27',..:J - #04626 z LU U 1 0 ;n SCHEDULE STRUCTURAL NOTES o U- o o 03 m GENERAL REQUIREMENTS WOOD FRAMING ^ STRUCTURAL STEEL REFERENCE STANDARDS:Conform to: / ' \ DESIGN STANDARDS:Structural steel far this project is designed in accordance with the latest edition of the RISC Steel Construction Manual. KNOCK HOLE & GROUT FIRST 2 COURSES (E) CMU TO REMAIN BUILDING CODE&REFERENCE STANDARDS:The "Oregon e 9�Referencetoaespec'rfic sectioOnSn the Code doles not relieve themdified by the City - O P (1) NDSSC Chapter 23"WOOD." i� of Tigard,governs the design and construction of this rajcontractor from SOLID @ OPENING (IF NOT ALREADY GROUTED) compliance with the entire materials reference standards noted below.The latest edition of the materials reference standards shall be used. (2) and NDS Supplement-"National Design Specification for Wood Construction." REFERENCE STANDARDS:Conform to: • L (3) ANSI/IP' 1 "National Design Standard for Metal-Plate-Connected Wood Truss Construction." THIN BRICK VENEER (4) SCSI 2013"Building Component Safety Information." (1) AISC'Code of Standard Practice for Steel Buildings&Bridges.' I SCOPE OF STRUCTURAL WORK:Remove portions of existing mansard roof truss overhangs.Build up new parapets at perimeter of building. (2) RCSC"Specification for Structural Joints using ASTM A325 or A490 Bolts." HSS •STRONGBACK PER PLAN� PER ARCH • (3) AWS D1.1 "Structural Welding Code-Steel." ALTERNATES:Alternates for specified item may be submitted to the EOR for review.Contractor shall submit a current ICC-ESR/IAPMO-ER report TAB PER 12/S 1 DEFINITIONS:The following definitions apply to these general notes: (4) AWS D1.3"Structural Welding Code-Sheet Steel." • "Structural Engineer of Record" EOR -The structural Engineer who is legally responsible for stamping&signing the structural identifying that an alternative component has the same or greater load capacity than the specified item. 9 ( ) 9 9 Y P P 9 9 9 (5) AWS D1.8"Structural Welding Code-Seismic Supplement." documents for the project.The EOR is responsible for the design of the Primary Structural System. (6) AISC 341 "Seismic Provisions for Structural Steel Buildings." WF-TO-- • 'Specialty Structural Engineer"(SSE)-A licensedprofessional Engineer,not the EOR,who performs specialty structural engineering IDENTIFICATION:All sawn lumber and pre manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by TAB t I� ._. O_ P Y 9 9 p y g g the certifying agency. (7) ASCE 3 Standard for the Structural Design of Composite Slabs." services necessary to complete the structure,who has experience and training in the specific specialty.The General Contractor, j r- subcontractor,or supplier who is responsible for the design,fabrication and installation of specialty-engineered elements shall retain the MATERIALS: f '/ SSE.Submittals shall be stamped and signed bythe SSE.Documents stamped and signed bythe SSE shall be completed byor under MATERIALS: 1 , p g P g P Structural WF Shapes ASTM A992, Fy=50 ksi ANGLE- /4 i EiU the direct supervision of the SSE with a PE or SE license issued by the State of Oregon. HSS Structural Tubing ASTM A500,Grade B, Fy=46 ksi TO- � 1/4 l ar • w Sawn Lumber:Conform to grading rules of WWPA,WCLIB,or NLGA. Finger jointed studs acceptable at interior non-structural walls only. COLUMN i i• HEAVY COAT EPDXY @TOP o • "Deferred Submittals-Deferred Submittal is engineering work to be designed-by-others or bidder-designed. Nuts ASTM A563 or ASTM A194,Grade 2H cn 1 / OF BEAM SUPPORT FOR Member Use Size Species Grade Washers(flat or beveled) ASTM F436 N• - FULL BEARING W/ CMU _i NOTE PRIORITIES: Notes on the individual drawings shall govern over these general notes. Studs&Plates 2x4,3x4,2x6,3x6 HF Na.2 Concrete Screws Simpson TITEN HD "- -�4 ' a SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings.Refer to Posts 4x4,4x6, 24HF No.2 p 9 WELDING:Conform to AWS D1.1,D1.3&D1.8.Welders shall be certified in accordance with AWS and WARD requirements. Use E70 electrodes of I > - to > these notes,structural drawings,and architectural drawings which serve as specifications for this project. foists 2x6 2x12 HF No.2 Beams 4x8--4x12 HF No.2 type required for materials to be welded. I o i Beams 6x8--6x12 DF No. 1 I � w �s► 1- 1- STRUCTURAL DETAILS:The structural drawings are intended to show the general character and extent of the project and are not intended to show FABRICATION/ERECTION:Conform to AISC Specification Sec M2"Fabrication,"AISC Code Sec 6"Fabrication and Delivery"and AISC Code Sec 8 I I z 5 w 11-1 1 Posts 6x6,8x8 DF No. 1 all details of the work. 'Quality Control."The fabricator and erector shall maintain a quality control program to the extent deemed necessary so that all of the work is I IEl j 0 v ARCHITECTURAL DRAWINGS: Refer to the Architectural drawings for information including,but not limited to:dimensions,elevations,slopes,door Wood Structural Sheathing(Plywood):Wood APA-rated structural sheathing includes:all veneer plywood,oriented strand board,waferboard, performed in accordance with this Code,the AISC Specification,contract documents,and project specifications. _ l particleboard,T1-11 siding,and composites of veneer and wood based material.Conform to Product Standards PS-1-95 and PS-2-92 of the U.S. i 'cam \�.��"i an a� and window openings,non-bearing walls,waterproofing,finishes and other nonstructural items. ANCHORS Dept.of Commerce and the American Plywood Association(APA) TR CTURAL RESPONSIBILITIES:The EOR is responsible for the strength and stabilityof the PrimaryStructure in its completed state. L8x4x 1/4x0'-9" LONG W/ (3) A325 BOLTS I I � 0 ci 0 O o .c- STRUCTURAL S U P ' Minimum APA Rating POST-INSTALLED ANCHORS:Provide post-installed anchors as specified in these drawings. I I o Location Thickness Span RatingPlywood Grade Exposure (E) CMU REMOVED @ OPENING 0 - 0 0 CONTRACTOR RESPONSIBILITIES:The contractor is responsible for the means and methods of construction and all job-related safety standards p Use of alternateproducts,or ofpost-installed anchors at locations not shown in these drawings,is to the royal of the ArchitectlEOR. ���f� I -____ such as OSHA.The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, Roof 15!32" 24116 C D 1 9 , subjectPP Walls 15/32" 32/16 C-D 1 Submit proposed anchors to the Architect/EOR with an ICC-ESRIIAPMO-ER report valid for the OSSC or municipality where the building is to be I c.i - i + bracing and other elements required to maintain stability until the structure is completed. It is the contractors responsibility to be familiar with the work constructed.Submitted ICCIIAPMO reports shall demonstrate that the anchors are suitable far use in cracked concrete. Use acrylic anchors of ' 1 cL required in the construction documents and the requirements for executing it properly. Joist Hangers and Connectors:Simpson Strong-Tie Company Inc.as specified in their latest catalogs was used as the basis of design for this project. equivalent strength when base material falls below 40F. Install anchors in strict accordance to ICC-ESRIIAPMO-ER report and manufacturer's - f discrepancies between these general notes the contract drawings and specifications,and/or reference standards,the Alternate connectors by other manufacturers may be substituted provided they have current ICC-ESRIIAPMO-ER approval for equivalent or greater instructions.Where anchors resist seismic loads,submitted ICC-ESRIIAPMO-ER reports shall demonstrate that the anchors are suitable for the e ��PEo P R��FS� DISCREPANCIES: In case o p 9 g p load capacities and are reviewed and approved by the EOR prior to ordering.Connectors shall be installed per the manufacturer's instructions.Where resistance of •seismic loads. `y NC,y NFF �o EOR shall determine which shall govern. Discrepancies shall be brought to the attention of the EOR before proceeding with the work.Accordingly, cz R y connector straps connect two members,place 1/2 of the nails or bolts in each member.Unless noted otherwise all nails shall be full length common. y any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. CONCRETE SCREWS: Concrete screws shall be SIMPSON Titer HD of EOR approved equal with current ICC-ESRIIAPMO-ER report. Install TYPICAL ANGLE TO CMU WALL AT NEW OPENING _, 77398E (- screws SITE VERIFICATION:The contractor shall verify all dimensions and conditions at the site prior to fabrication and/or construction.Conflicts between screws in accordance with manufacturer's instructions. Embedment lengths shall be as shown on the drawings. 4 the drawings actual site conditions shat!be ball ht to the attention of the EOR before proceeding with the work. Ail underground utilities shall be Nails and Staples:Conform to OSSC Sec 2303.6"Nails and Staples."Unless noted on plans,nail per OSSC Table 2304.9.1.Unless noted otherwise SCALE: 11/2" = 1'-0" ,� g g all nails shall be common. Nail sizes specified on the drawings are based on the following specifications. determined by the Contractor prior to excavation or drilling. ,p OREGON COMMON NAILS Q ADJACENT UTILITIES:The contractor shall determine the locations of all adjacent underground utilities prior to excavation. Any utility information Sent,a,zcl' �, Q shown on the drawings and details is approximate and not necessarily complete. Size Length Diameter eA ���� 8d 2-1/2" 0.131" DESIGN CRITERIA 10d 3" 0.148" I EXPIRES: DECEMBER 31,2019 I 16d 3-112" 0.162" 16d Sinker 3-1/4' 0.148" 2/12!/ CONSTRUCTIONLOADS:Loads on the structure during construction shall not exceed the design loads or the capacity of the partially completed 19 construction. Lag Bolts/Thru-Bolts/Anchor Bolts:Conform to ASTM A307.Provide plate washers/BPS washers under the heads and nuts of all bolts and lag screws Uc. co bearing on wood. Z "' SNOW LOAD: The roof snow load is determine by using Chapter 7 of ASCE 7-10 in accordance with OSSC Section 1608 and with the following d cis factors: NAILING REQUIREMENTS:Provide minimum nailing in accordance with OSSC Table 2304.9.1 "Fastening Schedule"except as noted on the v. drawings.Nailing for roof/floor diaphragms/shear walls shall be per drawings.Nails shall be driven flush and shall not fracture the surface of w o v. Minimum roof design load 25 psf without drift sheathing. a .- r C.D a, -: ao a WIND DESIGN:Wind load is determined using Chapter 27 of ASCE 7-10 in accordance with OSSC Section 1609 with the following factors: STANDARD LIGHT-FRAME CONSTRUCTION:Unless noted on the drawings,construction shall conform to OSSC Sec 2308"Conventional W co in o }- Light-Frame -Light Frame Construction"and OSSC Sec 2304"General Construction Requirements." w 41 w Basic Wind Speed(3-Second Gust) V= 120 MPH Wind Importance Factor Iw= 1.0 Risk-Category II W m N p P g ry- (1) Wall Framing(Unless noted otherwise on plans and details)All interior walls shall be 2x4 @ 16"OC and all exterior walls shall be 2x6 @ r ° 1 Exposure Category=B GCpi=±0.18 16"OC.Provide(2)bundled studs min at wall ends and each side of all openings.All solid sawn lumber beams and headers shall be m CI n g - v Kzt= 1.0 iTi supported by a minimum of(1)trim and(1)king stud and all glulam or engineered wood beams and headers by(2)trim and(2)king studs. 0 0 SEISMIC DESIGN:Earthquake design is determined using Chapter 12 ASCE 7-10 in accordance with OSSC Chapter 16 with the following factors: Provide minimum(2)2x8 headers at all interior and exterior wall openings.Stitch-nail bundled studs with(2)10d @ 12"OC. Provide solid Lucr blacking thru floors to supports below for bearing walls and posts.Attach bottom plates of stud walls to wood framing below with 16d @ 12"OC o_ Importance Factor le=1.0LLI or to concrete with 518"-dia.anchor bolts x 7"embedment at 48"OC. Refer to shear wall schedule for specific sheathing,stud,and nailing ix Risk Category= IIrequirements at shear walls.Provide gypsum sheathing on interior surfaces and plywood sheathing on exterior surfaces. Ss=0.974 g Sds=0.7218 S1 =0.423 g Sd1 =0.445 g 2 Roof/Floor Framing:(Unless noted otherwise on Tans and details Provide double joists/rafters under all parallel bearing partitions and solid (E SHTG PER PLAN, TYP J 0 v i o Site Class=D Seismic Design Category D O P ) P 9 P ) L o o a, g g ry= blocking at all bearing points.Provide double joists around all rooflfloor openings.Multi-joists/rafters shall be stitch-nailed together with(2)10d 1/ ° v .N @ 12"OC.Provide roof sheathing edge clips centered between framing at unblocked plywood edges.All floor sheathing shall have tongue and TYp 4 1 (E) RIM a 0-CI o ,-•o DEFLECTIONS: groove joints or be supported by solid blocking.Allow 118"spacing at all panel edges and ends of roof/floor sheathing.Roof/floor sheathing 1/4 v o Total Load Deflection Limit: L1240 0- o shall be laid face grain perpendicular to framing members. T E SHTC J Live load Deflection Limit: L/360 /O ! v _, a o r7,'- -7.'_-� .12 z7_-az2=7. .....I 1--r i-'----- LL1-_-:.-Z:7 ZZ f/ .JZ 2 L ,_. 0 z a N C - - - `- - � � (E) 2x TOP R TO REMAIN � � a � ° MOISTURE CONTENT:Wood material used for this project shall have maximum moisture content of 19%except for the pressure-treated wood sill o - a .v - N- o cn LIVE LOADS: Roof(Live) 40 PSF plate. o a L PSF (E) CMU WALL (INFILL WHERE OCCURS) r a E o .o Q) N�"' a1 al al Roof(Snow) 25 S PRESERVATIVE TREATMENT:Wood materials are required to be"treated wood"under certain conditions in accordance with OSSC Sec 2304.11 , j) 13 - u_co o.,,a "Protection against decay and termites."Conform to the appropriate standards of the American Wood-Preservers Association(AWPA)for sawn T/(E) CMU N o ° ° o ° v SUBMITTALS lumber,glued laminated timber,round poles,wood piles,and marine piles.Follow American Lumber Standards Committee(ALSC)quality assurance • j' © ° _�, L ° o procedures.Products shall bear the appropriate mark. r 1 o ° o x 11 • 1�2 TYP / s � o: roc ALTERNATES: Product or manufacturer components specified in these drawings are used as the basis of design for this project.Alternates for In > _ -_ ___- - _ V 3 SIDES N �^ a�, ° specified items may be submitted to the EOR for review. However,contractor shall submit a current ICC-ESRIIAPMO-ER report identifying that an METAL CONNECTORS/PT WOOD: Ail metal hardware and fasteners in contact with pressure treated lumber shall be stainless steel Type 316L.At 3 /16 Ti o � � � opo alternative component has the same or greater load capacity than the specified item. the Owner's risk and discretion,hot-dipped galvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided • -_ „� O\� o ° �' least 1.85 oz./SF and its use is coordinated by the Contractor and Wood Supplier for the expected 1/4" x 7"x 1 1" W/ I HEAVY COAT EPDXY FOR ,r-,° J 67 ° ° �' SHOP DRAWING REVIEW:Review b the ArchitectlEOR is for general compliance with the design concept and the contract documents. Dimensions that the finish has a minimum zinc content of at Y 9 P 9 P environment and moisture exposure for appropriate use based on the method of preservative treatment of the wood. 1 ll v a `� O O /�BEARING ACROSS T BEAM a , and quantities are not reviewed by the EOR,and therefore,must be verified by the General Contractor, Markings or comments shall not be construed (4) /2.0 ALL TREADED ROD W/ HIT-HY \_ _ _ / ° �, a = o as relieving the contractor from compliance with the project plans and specifications,nor departures therefrom.The contractor remains responsible for REINFORCED MASONRY 70 EPDXY W/ 55/8" MIN EMBED _ _.... // a N I-,•-' m details and accuracy;for confirming and correlating all quantities and dimensions;for selecting fabrication processes;for techniques of assembly;and - 0 • for performing work in a secure manner.When shop drawings(component design drawings)differ from or add to the requirements of the Structural / ' \ (PROVIDE MESH SLEEVE @ HOLLOW CELLS) \ / / 1/4 �' ` , REFERENCE STANDARDS:Conform to: / " TAB ' x 6x4 @ 24"OC ❑ o o L E drawings they shall be designed and stamped by the responsible SSE.Allow one week for EOR review time. _ � ♦ ° o a ° (1) 2014 OSSC Chapter 21 "Masonry." / ........- Zv ° o 0 0 0 3 ` _ _ (2) TMS 402-131602-13"BuildingCode Requirements and Specification for MasonryStructures." L3x3x 1 x0'-4"LONG @ OPPOSITE /16 " ° i a �� DEFERRED SUBMITTALS:Per OSSC Section 107.3.4.1,drawings,calculations,and product data for the design and fabrication of items that are q P /4 SIDE OF (N) BEARING ANGLE W/ o o _, .•_ o designed-by-others shall bear the seal and signature of the Oregon State Registered Professional Engineer(SSE)who is responsible for the design 1 I + ® c ° o ° 9 9 9 9 SUBMITTALS:Conform to TMS 602-13 Article 1.5.Submit shop drawings for review including: / ALL TREADED ROD W and shall be submitted to the ArchitectlEOR and the building department for review prior to fabrication.Allow one week for EOR review time. - 2 / o S o T .-D U :__It w - C -' N'D a) 0 (1) TMS 602-13 Articles 1.5.B.1.a.& 1.5.B.1.b-Submit mortar and grout mix designs. 2 TMS 602-13 Article 1.6A-Test reports for masonrygrout. HIT-HY 70 EPDXY W/ 55/ " MIN EMBED + R' 0 ° '" a,.L U The SSE shall submit stamped and signed calculations and shop drawings to the EOR for review. Review of the SSE's shop drawings is for general O P prisms, block,mortar,and 8 Ia °' �� N ' INTO (E) CMU WALL, TYP (PROVIDE • I + \ B/CMU @ OPENINGfik cK Q N compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design STRENGTH:The assumed strength of the masonry assemblage,fm,is 1,700 psi per TMS 602-13 Article 1.4.B.2"Unit strength method." MESH SLEEVE (� HOLLOW CELLS) __=a== ="=== A,F.F. (PER ARCH)117 All necessary bracing,ties,anchorage,and proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design �� • drawings and calculations.Submitted drawings shall indicate all reaction forces imparted to the primary structure. The design of the connection to the c� 4/L-- 1Y2 BEAM FOR CMU BEARING SUPPORT PER PLAN } a r� m w r� rima structure is the responsibility of the supplier and SSE. Submitted calculations are for cursoryreview onlyand will generallynot be returned. QUALITY ASSURANCE:Conform to 2014 OSSC Sec 1705.4 and TMS 602-13 Article 1.6 o m o m D ,- P ry P h PP (1) Grout:No testing is required. Deferred submittals include but are not limited to the following: o o cn o ANGLE PER 4/S-1 _J D �' r(n "-' N Prefabricated trellises and canopies MATERIALS: �' Li ~ "-' z ~ m GROUT CELLS SOLID @ END OF (N) OPENING o - < 5 Qo NON-STRUCTURAL COMPONENTS: Design,detailing and anchorage of ail nonstructural components shall be in accordance with ASCE 7-10, (1) Grout:Shall comply with Article 2.2&2.6B of TMS 602. Use fine grout.Minimum 2000 psi. I NOT ALREADY GROUTED)ED) cn " Chapter 13 and the project specifications. Nonstructural components designed by others shall not induce torsional loading into supporting steel 1/2 •�/2 E I structural members without additional bracing of those members to eliminate torsional forces. Torsional bracing shall be designed by the CONSTRUCTION:Masonry shall be constructed in accordance with OSSC Sec 2104"Constructionand TMS 6021ACI 530.1/ASCE 6.All horizontal nonstructural component designer and approved by the EOR.Anchorage to the primary structure is per the bidder-design contractor or supplier. reinforcement in walls shall be in a Bond Beam block unit unless noted otherwise on theplans as a Lintelblock unit. , \ it I • it .�!_.._. _ I NEW/ENLARGED SPECIAL INSPECTION:Special inspection is required in accordance with OSSC Sec 1705.4.The special inspection program shall comply with TMS : • 1�2" i 1 I OPENING PER PLAN TESTS&INSPECTIONS 402-13 Section 3.1. I I construction is subject to inspection b the Building Official in accordance with OSSC Sec 110.The contractor shall coordinate all --- ��• . INSPECTIONS.AI co struct j p y g GROUTED CELLS:Place grout in conformance with TMS 602-13 Article 3.5. Grout lift height shall be a maximum of 5'-4"or the bond beam spacing, 9 �I • I ,� P inspections Pp Building . copies of all inspection reports to the ArchitectlEOR for review.The Building Official may accept whichever is smaller. Grout shall be consolidated per TMS 602-13 Article 3.5.E. 1.11 i Q !I inspection t on of and sreports byapproved inspection pagencies in lieu of Building Official's inspections.The contractor shall obtain approval of Building N Official to use the third-party inspection agency and contractor shall alert the ArchitectlEOR as such. ix Ta ; I HSS STRONGBACK PER PLAN z w I Li NjeFlivt I a I w O ' I U CD o I 4" STRONGBACK BASE . W/ (2) 1/2"0 TITEN HD W/ 4" EMBED 1/ W N I c� cnz Piµ I I (E) CONC SLAB-ON-GRADEQ' . i <SWao :9: omC9 CC CDo aNOTE: ^ W F m r- zo=c E. 1. NSTALL SUPPORT PRIOR TO REMOVING CMU AT PROPOSED WALL OPENINGS, f1" NON-SHRINK GROUT / \ o o 0OR SHORE WALL ABOVE AS REQUIRED. OOwc' c' (-.� A18-279 - #04626 ei TYPICAL STRONGBACK ELEVATION - END N � � `� 12 SCALE: N.T.S. o ..2: W 2 S= 1 i t Y. 7n -\2018 Projects 1,18-1344 M[D's Tigard-Main,OR*36-00411CADDUb-1344 S-2(Plans)-dwg,2/17/2019 147:44 PM, RT Z Z1 r--1 1- o r_ C (J) m I 2 Z O U) Q s�9 K O O o C a TS — — — 1 1,\ ,A/ 0W 4,,________ 1411(1 ° --1 T 1 o I 1_.I I 0 z rq 0 0u1 co -1 — mm I I -, O7 O a-..w ._ ....7 M m O , 1 ,-' i m c lid o — -- m z z� -1 z ' MI• r/////////////////�_. 73 0 73U) CC 7 � C 1 KZ rr-- PT 2 O 1 � �7 zm Q --• 1:::::> OKC7 ,nc7Om • — _ j � � J � On Oa Z -, o —' .__.- 1 v///////////� co > I O nC Z �7 I �) - c� (n m cmn � -Ii D I I V) 1110.- • � I 00 �-1 O 73 0 m : c-,4 m 0 z 73 o Z I V//i///////// o -1 � oC m� -0 (11 = > >1m © m1 77 m n 71A . _ . . - ) _, om , r— Fr, y01-,-, Z _ O < m` O �7 m 0 D � (•-r) I rn r- 73 1/S-4 (77> � a TYP > C 771 T n A '� I— r-) m ! �J o Q r c m I "/'/'///Z//////'////iii! 3/S-3 -0 II D r— m I V/ TYP o I' Z m I • z n mQ r .73 70 _ i . Mi (F) ROOF TRUSSES TO REMAIN, TYP O 0 / ,�\\_ 215-3 D3 m TYP ® FNDN CP xi 0 E z L _ / I _. Z I 0 I � 0 Ic A -0 KI m.1-- 2/S-4 rn 2 m ��. 71I- 3'',9 \ ono S' c0z70 = op 0 co c\nmr" l � m n Sao - j Ono xim czaZ z ons \ _ p v) 111104 - CD. m- U) C) Z N O p zI > m 0 C I 37 m . = r- i A C7 � � U) raj (n CT) z D o 4/S-1 = cn m o r; r- r� o o �1z OTc C �\ 2 m Ce-1 _ X N K c0 m m x Dr> z oC _ m ()Im \ cn c • -o 0 0 1 I UT c _ 0 * Oz a) 1- O m O Ln . , ....----) (..n - -- — _ o = 1-TI -I 0 0 r•-\N\.\ '''' .\\' • . \\•• �S N --.-.---_.__7 y 0 Z 0r- = D my a 1- = k, > Z rni Z -n O Z O > m > Z O n r T01 0 p O o m C C) Z_ m p Z m Q O m -70 'n * m --I m n \ Z\ O 0 0 n 1 1 n W 0 V) 2 Ii -O m * a' 1 0 aT0 SHEET NO. TITLE DRAWN BY PREPARED FOR: ©201 7 McDonald's USA, LLC PREPARED BY: 2018 MRP �EMoDEL McDonald's USA, LLC fli\ 1A � co STD ISSUE DATE ® r.,u.. N O /T CORE 16 JAN2017 DEI �� '�� Cn �' These drawings and specifications ore the confidential and proprietary ` v p FZ �+ DESCRIPTION REVIEWED BY i property of McDonald's USA, LLC and shall not be copied or reproduced DIBBLE ENGINEERS INC ~ n > R x w IG? 2 O2/12/2OIa OWNER REVISION FHO 1 1 WOOD BEARING WALLS TSC 1 without written authorization. The contract documents were prepared 1K4hW,djl)l}IeeFl Ir�eers.c0m N if mZ for use on this specific site in conjunction with its issue date and are Ig m 0 S,z � m rri 0 I I II/15/201S 1 REVISION I FHO IJ WOOD TRUSS ROOF FRAMING DATE ISSUED not suitable for use on a different site or at a later time. Use of 1029 Market Street,Kirkland,WA 98033 I� xi _.. .ate FEB 2017 these drawings for reference or example on another project requires the w co 0'1/13/2018 PERMIT SUBMITTAL FHO rn LAP SIDING EXTERIOR FINISH ARCADE/ENTRY 425.828.4200 - ( •5 services of properly licensed architects and engineers. Reproduction of N .� " O SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. 1 "1"41‘4 - 06/Iq/2018 CLIENT REVIEW FHO • 36-0041 12090 SW MAIN ST, TIGARD, OR 97223 DEI PROJECT V REV � DATE I DESCRIPTION BY --tl-� 2x BLOCKING @CLIP W/ EDGE NAILING 2x4 BRACE @ EA BLOCKING W/ (3) lOd NAILS TO O O O O m 15/32" APA-RATED PLYWOOD SHEATHING W/ HGAM 10 ANGLE W/ (4) 1/4" x1 1/2" SDS EXTERIOR FINISHES PER ARCH { } NAILS THRU TRUSS TOP CHORD j y , - BLOCKING & 2 lOd END 8d @ 6"0C EDGES & ad @ 12"OC FIELD 1/4"0x23/4" �� s � .i; r _.._ _„F.,. >> � SCREWS TO STUD & (4) TITEN 2 1 :.�, ! (E) BRICK WAINSCOT TO BF REMOVED SCREWS TO CMU, TYP @ 4'-0" OC VERT 1 ( } ROOF SHEATHING ' 15/32 APA-RATED PLYWOOD • E I PROVIDE (2) LAYERS OF I SHEATHING W/ 8d @ 6"OC PANEL �' i I .•.: BLDG PAPER BETWEEN �r" '_ , _—_--] I EDGES & 8d @ 12"OC FIELD, TYP \' — i (E} CMU & STUDS h -__...::.._ _,+�� �� F N (E) ROOF TRUSSES • • (N) 2x4 STUD WALL @ 16'OC \ (E) TRUSS BOTTOM CHORD _ \ (N) 2x4 BLOCKING @ 24"OC ; - i II .._-.."....- (E) CMU WALL TO REMAIN & AT EACH END OF WALL � YI EDGE NAILING i (2) �r 1 ( ) Od END NAILS TYP @ 11,1( . (4.. _ BOTTOM ' W/ 16d @ 6"OC k (N) P.T. 4x8 LEDGER W/ 1/2"0" HILTI KWIK 1. BLOCKING THRU TRUSS BC I (E) CMU WALL - - '<? ! [BOLT3@240CW/ MIN 31/ EMBED INTOALL CELLS @ r' v2B/(E) CEILING /(E) cEIUNG...-. . r _'! k III I � ; ._ LEDGER FULLY GROUTED (N) (N) DTC CLIP @ EACH BLOCKING o_ DTC CLIP EACH TRUSS rl E :_: ,I r : ti) 1 (E) SLAB-ON-GRADE /2"0 HILTI KWIK BOLT-3 __ (E) SIDEWALK TO REMAIN, (E) GRADE @ SIM \c6¢a - NON-STRUCTURALDi W/ MIN 21/4" EMBED INTO �T/(E) SLAB A�,4�r,', , r (N) NON-STRUCTURAL WALL �..-.-_ __._ ___. ____...-; PER PLAN 2x TOP R PER PLANWALL (E) CMU @ 16'OC, TYP i, _ - — 1/ "0 EXPANSION BOLT TO z L �:, `` E -- x ,� . " r�, _ 2x TOP R 2 O 1- K 16"0C �� -` }} I EXPANSION BOLT TO (E) SLAB @ 32"0C, MIN Ui f + `_.-.- � -� 'r - —I SHEATHING PER ARCH (F} SLAB @ 32"0C, MIN SHEATHING PER ARCH (2) PER WALL SEGMENT y� -�� 11-11 , i , " 010,,,,:t-� � ( � (– (2} PER WALL SEGMENT � O � a � 3lfl Z ILLi 2%4" EMBED 3- ' y___..11 -' z > rt i''.; P.T. i _i I 4 ...__- _--- = D P.T. Zx BOTTOM R 2x BOTTOM R o n• � I -� • I I ici _- '' ; i'...;---.1,t I w (E) SLAB-ON-GRADE m - , .._ � SLAB �- `' O °l o o �' P.T. 2x8 R (E)• SLAB-ON-GRADE as - AROUND OPENING (E) FOUNDATION i• 1 ® '` I T/(E) �� _.__..__ -_._V___ _. . __ '' T/O 141r— , ►:► _ ev n m_ c3 Q i — i SLA - iLl — - p II : ` A 1._____11: I I I-..... 1.___. -I ["_l .... �I 1_-"-5f " ' 11 1 13 i i r 4 Cvs P R 0 fi�SS+ NEW ARCADE WALL FRAMING NEW NON—STRUCTURAL WALL NEW NON—STRUCTURAL WALL ¢��.� �NGINEF� %� EXISTING CMU WALL OPENING INFILL0 TO EXISTING CMU WALL AND FOUNDATION0 PERPENDICULAR TO EXISTING TRUSSES PARALLEL TO EXISTING TRUSSES _ 7739$ 4 r� 4 1t_. SCALE:3/4" = 1'-0" SCALE:3/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" f► FIELD VERIFY ALL CELLS @ OREGON LEDGER ANGLE FULLY GROUTED — (N) ANGLE PER 6/5-3 I EXPIRES:DECEMBER 31,2019 EXISTING INSTALL ANGLE PRIOR TO L REMOVING WALL BELOW KNOCK HOLE & GROUT SOLID ��� (IF NOT ALREADY GROUTED) �/ 1 9 CMU WALL? m MINCOURSES @ OPNG \ .. .... .i (2) o I 1/2„0 ALL TREADED ROD @ 24"OC W/ --(E) CMU WALL & REINF co HILTI HIT-HY 70 EPDXY W/ Lii -� O 0 \- O O 0 0 5 71 w p 5 /g" MIN EMBED INTO (E) CMU WALL .- L '^ � ALONG OPENING & IN CELL m BEYOND OPENING @ EA SIDE ' / ZLai Ifl EXTENDGLE • J• —i( W m FIELD VERIFYil BEARING CELLS IN n SHADED AREA FULLY to I II ctQ GROUTED ki - w WOOD—FRAMED SHEAR WALLSCHEDULE • HEAVY COAT EPDXY @TOP T/ (N) OPENING OF ANGLE SUPPORT FOR FOR HEM-FIR FRAMING W/8d COMMON NAILS(2015 IBC) v o FULL BEARING W CMU -- - - "_" - o v (PER ARCH) / i I MINIMUM BLOCKING ALLOWABLE SHEAR WALL J g' 'a c" WALL SHEATHING I BOTTOM PLATE FRAMING CLIP FRAMING AT ANCHOR BOLT TO SILL PLATE AT Q a -8 ,_ -°o E o SW TYPE EDGE NAILING RIM BOARD AT ALL CAPACITY (PLF) r" v ° ° c :� APA RATED ATTACHMENT TO WALL BELOW PANEL EDGES CONCRETE FOUNDATION FOUNDATION •L 0_0_0 v °:,_•.-, __- THICKNESS PANEL EDGES 2 °' D v o ° o v (5) (1,2.7.8) (9,10) L SEISMIC WIND o_ L n 6' o NEW - 6 r� a o c OPENING ; •. C C -0 v 0 E• 0• w ° .v 3 N•, OL w SW-6 15/2" 8d @ 6"OC 16d SINKER @ 5"OC LTP5 @ 18"OC 11/4 2x 2x 5�"0 @ 48"OC P.T. 2x 242 339 a 0 ^.N / 6'-0" MAX I• ; L CONTINUOUS ALONG OPENING PER PLAN i — --- " v ° Lm • o v a "o y7 . (E) CMU REMOVED @ OPENING a 7 0 © U O C t NOTES: STUD WALL a. _°uoo °oo NOTE: 1" INSTALL ANGLE SUPPORT PRIOR TO REMOVING CMU AT PROPOSED WALL OPENING. 1, ALL NAILS ARE COMMON, LINO- REFERENCE GENERAL STRUCTURAL NOTES FOR NAIL DIAMETER AND LENGTH- € N N 2. EXISTING BRICK VENEER AND ARCH FINISHES NOT SHOWN FOR CLARITY. 2. REFERENCE SHEAR WALL KEY DETAIL FOR DESCRIPTION OF TERMS. BOTTOM PLATE ATTACHMENT WALL SHEATHING o g o .,s o o / � � x 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF SHEAR ADD'L BOTTOM PLATE V' ° �' o a> ` a' C u-C L L 7 NEW OPENING IN CMU BEARING WALL0 TYPICAL ANGLE TO CMU WALL AT NEW OPENING WALLS ARE TYPICALLY AT WINDOWS, DOORWAYS OR AS SHOWN ON PLAN. NAILING AS REQ'D EDGE NAILING CU Jr "tea v� 6 4. EDGE NAILING IS REQUIRED AT ALL HOEDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT-UP HOEDOWN a ° - u �, " 1 " " POSTS. REFERENCE HOEDOWN SCHEDULE & DETAILS FOR ADDITIONAL INFORMATION. T SHEATHING 11•• w m D o i ° E' SCALE: 11/2" = 1 -0 SCALE: 1 /2 = 1'-0 / I �1 A' _5. NTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS LINO IN SCHEDULE. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH EDGE p Y ,: RIM BOARD (n ¢ 0 2_�' ""c o E-�:Ea; NAILING AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND EDGE NAILING AT 6"0C WHERE STUDS ARE SPACED AT 24"OC. , (DBL RIM WHERE REQ'D) Q o LT N L L L 6. SIMPSON STRONG-TIE "A35" MAY BE USED IN LIEU OF "LTP5." "LTP5"CLIPS SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT Lo_ 0 a° ° L a o -I 'r f -r Q PLATE TO RIM. USE 0.131"0x11/2" NAILS WHERE CLIPS ARE ATTACHED DIRECTLY TO FRAMING. USE 0.131"0x21/2" WHERE CLIPS DIAPHRAGM `� J d' ' Q y Q� _ 1 I ARE INSTALLED OVER SHEATHING. EDGE NAILING < L 0 o = '1"•i w o ETP' FRAMING CLIP Q ° o o v a o L �� 7. (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE SECURED TOGETHER (OVER OR UNDER SHTG) o o 5 e o _titir.=..- AIc rr N 0 = 3 4, N U U ,K: WITH FASTENERS OF THE SAME DIAMETER AND SPACING AS THE BOTTOM PLATE ATTACHMENT PER SCHEDULE" w o a a o U) , a �— oL � a� L a) <• - --El 8. WHERE SHEATHING IS APPLIED ON BOTH SIDES OFA SHEAR WALL AND NAIL SPACING IS LESS THAN 6"OC ON EITHER SIDE, THE JOIST ` s = co , - i- ._ o . N y EDGE NAILING ix WIDTH OF THE NAILED FACE OF THE FRAMING MEMBER SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES AND NAILS "A" FRAMING CLIP rr EL ‘ N.1 NLSTAGGER AB @LLu PROVIDE (1) AB EA SIDE WHERE AT ALL PANEL EDGES SHALL BE STAGGERED. ALTERNATIVELY, PANELS SHALL BE STAGGERED SO THAT EDGE JOINTS ON OPPOSITE • \ DBL SIDED SW SILL PLATE IS BORED, CUT OR SIDES ARE NOT LOCATED ON THE SAME STUD. DOUBLE TOP PLATE ›- a N m o N 9. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS PER DETAILS ON DRAWINGS. EMBED m m o �, v7i o NOTCHED MORE THAN 1/3 THE STUD WALL -"ANCHOR BOLT z t W N w c� T N PLATE WIDTH ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH PLATE AND SHALL BE AT L r- - {P.T.) SILL PLATE ` MAX (AQ i_ CO ' \ LEAST 7 TIMES THE ANCHOR BOLT DIAMETER FORM THE ENDS OF THE PLATE, BUT NOT MORE THAT 1/2 THE TABULATED ANCHOR �' Lil Ld LL SW SHTG, TYP • BOLT SPACING OR 12", WHICHEVER IS LESS. SEE ANCHOR BOLT DETAIL FOR PLATE WASHER REQUIREMENTS. [ALT: 5/8"0x8" - A MIN OF (2} AB SHALL BE TITEN HD ANCHOR SCREWS MAY BE USED IN LIEU OF ANCHOR BOLTS AT EXISTING CONCRETE, WITH PLATE WASHER & SPACING PROVIDED IN EACH SILL SECTION REQUIREMENTS PER SCHEDULE.] 41 EDGE NAILING 10. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) AT ALL PRESSURE 4 I.I P.T. SILL PLATE, TYP TREATED LUMBER. REFERENCE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. / 11. PANELS MAY BE INSTALLED HORIZONTALLY IF STUDS ARE SPACED AT 16"OC MAX. -�^ \ PLATE WASHER 12. STAGGER EDGE NAILING. , PER SCHED, TYP 13. THE TOP EDGE OF THE WOOD STRUCTURAL PANEL SHALL BE ATTACHED TO THE UPPER TOP PLATE. ROOF OR UPPER LEVEL UPLIFT SHEAR WALL KEY DETAIL PLATE WASHER SCHEDULE CONNECTORS SHALL BE ON THE SAME SIDE OF THE WALL AS THE SHEATHING. `., N \ WALL PLATE WASHER ALT. SIMPSON BPS 14. THE BOTTOM EDGE OF THE WOOD STRUCTURAL PANEL SHALL EXTEND TO AND BE ATTACHED TO THE BOTTOM OR SILL PLATE. rn ct 0 SIZE SIZE (SEE NOTE 6) 15. REFERENCE DETAIL BELOW FOR STAGGERED NAIL AND SCREW SPACING AT RIM BOARDS. 1- o 2x4 3x3x0.25 BPS 5 8-3 _ 16. WALL TYPE ACCEPTABLE WITH TRUSJOIST AND BOISE CASCADE RIM JOIST AND BLOCKING. o / 3/8" MIN STAGGER = orE 2x6 3x4.5x0.25 BPS 5/8-6 STAGGER = EDGE DIST SPACING/2 SPACING W p L �, L L , Y2" MIN \ PER SCHED a ,1 j#NOTES: 3/8," g SPACING/2 RIMBOARD u r 3 " MIN SPACING BTWN ROWS �' .' i-- 0 z l ,_ 1. L - 6" MIN, 12" MAX EDGE DIST PER SCHEDRIMBOARD 1 Z_ cn -' 2. 5/8"O AB W/ MIN 7" EMBED TYP, SEE STUD WALL OR SHEAR WALL SCHEDULE FOR SPACINGS & EMBED. I /4 MIN \ i _ + + + \ W o Y2" 1 + +.... . . . t. RIM o g a - 3. SILL PLATES TO BE PRESSURE TREATED, REFER TO GENERAL NOTES FOR GALV REQUIREMENTS FOR MIN `L n " CONNECTORS & FASTENERS. L o a Q BTWN ROWS } ... +.... +. .....+ ......+ .: \z �2" MIN + \ o w e BTWN ROWS\ - O \ z �, w 2 4. HOLES IN SILL PLATES SHALL BE A MIN 1/32" TO MAX 1/16" LARGER THAN BOLT DIAMETER. 5. HOLES, CUTS AND NOTCHES IN TREATED SILL PLATES SHALL BE COATED W/ FIELD APPLIED P.T. LIQUID. D LI 6. BPS BEARING PLATES W/ SLOTTED HOLES SHALL BE PLACED W/ STANDARD CUT WASHER & NUT. /g" MIN NAILING PER SCHED %g" MIN R NAILING PER SCHED o wCC EDGE DIST W m r d EDGE DIST DIAPHRAGM NAILING DIAPHRAGM NAILING co o o oa PLAN VIEW — (2) ROWS BOTTOM PLATE NAILING (3) ROWS BOTTOM PLATE NAILING , O w a TYPICAL ANCHOR BOLT INSTALLATION WOOD—FRAMED SHEAR WALL SCHEDULE A1 - `� �' 93 1 A18-279 - #04626 E 1271x SCALE:NONE 1608i Z SCALE:N.T.S. P 1- X W S MI 3 u) a i Q s1 _ . - ----- 2x4 FLAT @ 24"OC 0 0 0 0 2x BLOCKING W/ 16d @ 6"0C, TYP IL IL IL co 2x BLOCKING BETWEEN RAFTERS --•----- 16d @ EACH (RAFTER-TO-TOP FL) DBL 2x4 TOP it, TYP 6"0C11P 2x6 RAFTERS @ 16"OC , DBL 2x TOP It, TYP-, 2x BLOCKING BETWEEN 2x BLOCKING W/ 16d @ 6"0C, TYP 2x BLOCKING BETWEEN RAFTERS 16d @ 6"OC (BLOCKING-TO-BLOCKING), TYP 2x4 BOTTOM IC_ W/ (2) 16d INTO RAFTER RAFTERS W/ 16d @ 6"OC (2) 16d END NAILS @ W/ 8d @ 6"0C, TIP . EACH RAFTER----„,\ T/PARAPETE,k ,. . , ... -.............. T/PARAPETAE 2x6 RAFTERS @ 16"0C DBL 2x TOP IL, TYP-- EDGE NAILING -( PER ARCH 16d @ 6"0C (LEDGER-TO-BLOCKING) tuti 7: .--. PER ARCH 7 (2) 16d END NAILS @ EACH RAFTER 16d @ 6"0C (BLOCKING-TO-BLOCKING), TYP - 2x4 STUDS @ 16"0C---,\-\:•il.- \ E .------EDGE NAILING • EDGE NAILING T/PARAPETE,E \•,, --"--- 16d @ 6"0C, TYP , EDGE NAILING-- -. ' " ' 1 PER ARCH 2x BOTT It W/ 16d @ 6"0C ---!-- 2x6 STUDS @ 16"OC . /1V '--------------- 2x BLOCKING @ LEDGER EDGE NAILING & EDGE NAILING =MI EDGE NAILING , --El, , ,, , , ., , , , , , , . ,, z/',.._ ------W/ EDGE NAILING --%64 '-------- 2x4 STUDS @ 16"0C------„ ,.. - a [,,,:- :..E.:•, 16d @ 6"0C, TYP 1"7 --- - - 2x8 LEDGER W/ (2) 0.2200x4" SDWS , 2x6 STUDS @ 16"OC 2x BLOCKING @ BRACE I ‘‘:, . (LEDGER-TO-BLKG) SCREWS @ 160C (AT EACH STUD) AI z W/ EDGE NAILING n i ,s, 1. (2) 16d END NAILS @ ',.fl' 2x8 LEDGER W/ (2) 0.220"0x4" SWDS 2x BOTT T_ W/ 16d @ 6"0C 1.""v' 15/32" APA-RATED PLYWOOD SHEATHING W/ EACH RAFTER------A. .'- SCREWS @ 16"OC (AT EACH STUD) & EDGE NAILING ' 17-- . .„ (4) 16d NAILS ; \ ss:::,, .:=EE, _ ____ 2x BLOCKING @ BRACE W/ EDGE NAILING ! 8d @ 600 PANEL EDGES & 8d @ 12"OC FIELD, TYP n_ -.----2x6 RAFTERS @ 16"0C '4-- : E , M LI : . ' 2x BLOCKING @ BRACE 16d @ 6"0C, TYP 2x8 LEDGER W/ (2) 0.2200x4" SDWS 0 [BRACE-TO-(E) TRUSS] TYP---------r14I''.+.4.+4 ... M ' 1 ..2 -----15/32" APA-RATED PLYWOOD SHEATHING W/ EDGE NAILING >1' • _1_2T— •"LUS" HANGER W/ EDGE NAILING . . . r '-'s (LEDGER-TO-BLKG) s-1- I SCREWS @ 16"OC (AT EACH STUD) (f) 2x4 BRACE @ EA TRUSS 8d @ 6"0C PANEL EDGES & 8d @ 12"0C FIELD, TYP \‘‘, I 1 2x4 STUDS @ 16"0C---Y : - (4) 16d NAILS I --- --- -2x BLOCKING W/ EDGE NAILING (E) TRUSS TO REMAIN q i .. . „ LUS ' I 16d @ 6"0C 2x BLOCKING @ BRACE W/ EDGE NAILING r 1 HANGER 1. 1 1,..-----EXTERIOR FINISHES PER ARCH , ,E,-, v , _A - [BRACE-TO-(E) TRUSS] TYP I _.1 1=11.=-.- 16d @ 6"OC, TYP ii I 0 i +7' ?- - %::,, (LEDGER-TO-BLOCKING) , • , +4, 0 (BLOCKING-TO-BLOCKING) 14 I ----- :, ,,, ,/ --- 4.,-----6x6 BLOCKING @ HIGH CONNECTION W/ A34 CLIP 1,77,,r. , - 2x8 LEDGER W/ (2) 0.220"0x4" 2x4 BRACE @ EA TRUSS----_______J,-- , \ 'E, - • EXTERIOR FINISHES PER ARCH iii Ea > i i I \\ & 0.2200x3 SDWS END SCREWS EA END 2x4 PLATE W/ . . . , „ SDWS SCREWS @ 16"OC (AT EACH STUD) r. 1 , ,,, ,, ,,, . .!? r------ tL,-I e) U - 2x10 BLOCKING BETWEEN TRUSSES, ATTACH TO !„. ---. •,, ,,,, . 16d @ 6"0C & EDGE NAILING -,, :, , ,,, •,-., - - PORTION OF (E) MANSARD i , „„ "LUS"_. 6x6 BLOCKING @ HIGH CONNECTION W/ A34 CLIP -- -, .. ,,, , •,. . TRUSS TO REMAIN , HANGERI ELI kr) y x EACH STUD W/ (2) 0.2200x4" SDWS SCREWS & , , . !:, ‘s, s;. 2x6 BRACE @ 24"0C . , r I E . , :„ & 0.2200x3 SDWS END SCREWS EA END E. u_15- LuCe -ti-J • _A 2x BLOCKING W/ EDGE NAILING i, i \ ',,, • -2x4 STUDS @ 16"00 , •', ATTACH TO TRUSS W/ (2) A34 CLIPS OR (2) 16d v . ' . ,--,, ..)._ _--- . 2x BLOCKING @ BRACE J--7-- .,, END NAILS EACH END (ALTERNATE) -1:- . i -„,„ „ --„ .. W/ EDGE NAILING . \ '':, LUSHANGER Y.- 16d @ 600, TYP \ 2x BLOCKING BETWEEN (E) TRUSSES I;i ' L •,.. (BLOCKING-TO-BLOCKING) I. ! . : E ,,,, • 15/32" APA-RATED PLYWOOD izs co (0 (SJ \ W/ 16d @ 6"0C & EDGE NAILING : (BLOCKING-TO-BLOCKING) 1:i:,---,4 ,•:•,„ I '- . (4) 16d NAILS, TYP ii : --„ , „„ SHEATHING W/ 8d @ 6"OC PANEL „ „, -, BLOCKING W/ EDGE NAILING csi 0 CA CA I- ,',-,,,-,>, Nii,,7 - --.' '''''' • . PART OF (E) EDGES & 8d @ 12"OC FIELD, TYP 2x6 BLOCKING BETWEEN TRUSSES, E, '-- „„,, --,,,,E 2x BLOCKING BETWEEN (E) TRUSSES . ATTACH TO EACH STUD W/ (2) . ,.., - - - - - - . • . ., .. .. . - - - a, Z.,_,, , a' , / / I ' , '`..,,.., CI S_ r- Nti ‘ W/ 16d @ 6"OC & EDGE NAILING 0 - '0 0 \ TRUSS TO BE 11 „ , . PORTION OF (E) MANSARD -4x6 BLOCKING @ HIGH CONNECTION 0.2200x4" SDWS SCREWS & ATTACH „E ' _, ,• . REMOVED -'--- --- - -''''''-... \I'T, • TRUSS TO REMAIN PC1 W/ A34 CLIP & (3) 0.2200x3" TO TRUSS W/ A34 CLIP OR (2) 16d 1, \ 0., yielv,,,t1oP -13,,-(:)- laz: IT- ticsSCI !••' , , • • . ‘ -., > 11 • .,,, , i4 „„,__ 4 i -, Ii -:, ,--"- --„ .,.,, ,-• --- r---i il -::„,,, t4-1;------- SDWS SCREWS EA END END NAILS EACH END (ALTERNATE) k.: , -'-,,E„ \ PORTION OF (E) MANSARD .„, -,, - -',--- \ TRUSS TO BE REMOVED ,-- „, t 1 . --4-11-14 i ,,,,,, '',..,,.,,,, .,,,,, , II I 1 I I 16d @ 6"OC ii E, '- ,, , i".-----\---- ;II I i ,,,,, I I - ; --tlt-1 ; ;'-;-,, I I (BLOCKING-TO-BLOCKING) h - --', \ --- •- -- EXTERIOR FINISHES PER ARCH i-E-,E'i \co'cV-'‘.4GINE.k. 'Y'S>c, ,,,, „ 1 '-, • , .---- „., L.. ,..._i '---, ' , \ .„ V .. . . ' . . : . : :• L:i . •-c '' ”- to .,,_ ii i• :•• , 7-.,.;;? 2x BLOCKING W/ EDGE NAILING : f I ' i /Z• 77398E • '-.. 1 ..•• ,' - • ' .1.,. 7.f'i::„.i ,,,, \ • ,,,,, . . . ' .,, \ .•• : . . . , „. r> '',. ,,,,2x BOTTOM It W/ 16d @ 6"0C , ' ,. , ! , ; ' •• ' '--\ ' . .-,, ' ' • ' • . • T . . . _l --I'Pe' IRS 0 ti TRELLIS & CONNECTION BY : • .,,, I I I - ,, . & EDGE NAILING I I I -A-41 OREGON (E) ROOF TRUSS J OTHERS (MAX REACTION=500#) „ „ ' „ , -„ 2x10 BLOCKING BETWEEN '----,, , '---EE, .E„--"-.----"" ..,''' . „, ---.. .- PORTION OF (E) MANSARD rii: i i in 1 1-.11 „‘ -.,' „ .., f ill I I W, TRUSSES, ATTACH TO EACH STUD ,E,E, ----„,„.„,-- ,---- ,.............. ..,E TRUSS TO BE REMOVED . , ., -- it-I. (.76' \ ,,,.. ;.!:',-Y. L..._U -..., .., ,H_____..il A DO ,..-- \ , . _______ ..,L2,i I , , •, W/ (2) 0.220"0x4" SDWS & ; ---,, -, .., -- -- —- -' ..,,, .,. (E) ROOF TRUSS TO REMAIN ATTACH TO EACH TRUSS W/ (2) 1 , i ; ' , '''' ' \P\'' ' . :!-7f-- -TRELLIS & ! • I I EXPIRES:DECEMBER 31,201 9 . . . ..„ .1- izm CONNECTION BY OTHERS i ! I •-•--TRELLIS & CONNECTION BY 10 TRUSSES TO REMAIN i 1 i PORTION OF TRUSSES A34 CLIPS OR (2) 16d END NAILS i ,_________.. ------ i i . _____J I .. 1.--; '-• -,„ I II .; OTHERS (MAX REACTION=500#) 2/12/19 TO BE REMOVED (E) ROOF TRUSS±}/ (E) CMU BOND} A .1 I- . .„,, _ 1 'II ,7'.f,, I H ' , (MAX REACTION=500#) --------:-- I I I ! ! ! I _______ "1 1,0 ,:. I - TO REMAIN BEAM TO REMAIN ' , 1 „., ..,•,11-' (E) CMU LINTEL TO REMAIN C....1 cp .._. . FIELD VERIFY ALL CELLS @ LEDGER 1 ..4,,,J I ri— ! EDGE NAILING = crs — •cc FULLY GROUTED 1 : I 47-3 0,3 LEDGER PER PLAN W/ (2) 1/20 HILTI KWIK Iil. , I .. -- LILI § 2 / (E) CMU LINTEL TO REMAIN E...- , ,E2 (-.•J • PROVIDE (2) LAYERS OF BLDG i • , . - BOLT-3 @ 2400 IN, STAGGERED W/ MIN !__I PAPER BETWEEN CMU & STUDS : • , I r2 , . , 1 ____—/--Arl 1,2,...:... 1 31/2" EMBED INTO (E) CMU — co _ (E) TRUSSES TO REMAIN PORTION OF TRUSSES C.D 2 lr.• (E) CMU LINTEL TO REMAIN - TO BE REMOVED _ LL-1I- ' 'TY _ (E) TRUSSES TO REMAIN 1 :,.: ,..k PORTION OF TRUSSES TO BE REMOVED - .... ......, 4i 41.. 21 8 . NEW PARAPET TO EXISTING CONNECTION AT TRELLIS 0 NEW PARAPET TO EXISTING CONNECTION AT ENTRY NEW PARAPET TO EXISTING CONNECTION 0 wom :-. s; CI FS 1 Yj 1 SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. La 2x4 FLAT @ 24"OC a. - _ (E) TRUSSES TO REMAIN „.It PORTION OF TRUSSES_ ----.-- - •16d @ EACH (RAFTER-TO-TOP FL) E.) a) i TO BE REMOVED - DBL 2x4 TOP It, TYP (,) (%) 2x BLOCKING BETWEEN 2x BLOCKING BETWEEN a.> L. o c •--.., 16d @ 600, TIP -------RAFTERS W/ 8d @ 600 2x4 BOTTOM R. W/ (2) 16d INTO RAFTER RAFTERS W/ 16d @ 6"0C D 0 ( 2x BLOCKING W/ 16d @ 6"0C, TYP-E.:EN\ - --E.,. T/PARAPET 16d @ 6"0C 16d @ 6"0C (LEDGER-TO-BLOCKING) 'TT ,. —-.se' • • .....- .,...._. PER ARCH ri • a A- 0 .,.., A-.--A 107 I 1„ C) t3 2-0 • 0 2-0 EDGE NAILING ----4, ,- c ' c -0 4) a.) ?-`11•ct c DBL 2x6 TOP FL, TYP (BLOCKING-TO-BLOCKING) ........ EDGE NAILING 0 - (2) 16d END NAILS @ I/PARAPET16d @ 6"OC, TYP . EACH RAFTER . . -. IN I PER ARCHr 2x BLOCKING @ LEDGER I47 ---- -5 a.) 0•31-4 a) a).4) N 0 EDGE NAILING 41' EZ /----W/ EDGE NAILING o "E -5 (o':'=` g c ri, EDGE NAILING-----_._,jaaj*-P- ....!, ...---- EDGE NAILING, TYP ----- -4 „ . .. . .. „ „ .. .. . o c-0 •E; Q) 4-) ad- --'r I".4 .I - (8 ma a) 751-} o0 co 2x4 STUDS @ 160C - - .t) (2) 16d END NAILS @ 2x8 LEDGER W/ (2) 0.220"0x4" SWDS ,,,k _.c _c E_,47. (I) 0 g 2x4 STUD @ E : 1 -•-• - -EXTERIOR FINISHES PER ARCH f (2 EA BRACE----,.. EACH RAFTER ...•ft- •—•---, SCREWS @ 16"0C (AT EACH STUD) 61 2 -0 0D.6E-ric I ----2x6 RAFTERS @ 16"OC . . •---. 0 a) 0 IV 0 5 UCL) (C1 I 2x BLOCKING W/ EDGE NAILING 7- ! • . . •••• • •"LUS" HANGER 2x4 PLATE W/ 16d @ 6 OC & EDGE NAIL'I'NG___,E.-- 1:-•;'1': 16d @ 6"0C , I EDGE NAILING •--__ ...... co ,2 ril. •c a) 0 '6 E (LEDGER-TO-BLOCKING) 2x4 STUDS @ 1600--------/ ;--2• Vc> g'('7) ,, ),.°. H ! ' 2x8 LEDGER W/ (2) 0.2200x4" i,..-...Ei \:•., , I SDWS SCREWS @ 16"00 . -- 16d @ 6"0C • (LEDGER-TO-BLOCKING) :.7 --t,... . • • : : : • . 0 (Y" ::-'.° ' 12 °) 2x BLOCKING @ BRACE 7'''"+ \++ ••‘: I+4L- ' ' I (AT EACH STUD) TYP . , , . , , • , . - 0- ,•-••- - 0.).. c W/ EDGE NAILING---- F+ : '4.4-., I++ ' --- - 2x BLOCKING W/ EDGE NAILING 1 I \ \:'„ . 7 - -- -6x6 BLOCKING @ HIGH CONNECTION 2x4 PLATE W/ , cE--,++-:‘, rf----1 u ! ---2x6 BRACE @ EA TRUSS ---•E-Ir W/ A34 CLIP & (3) 0.220"0x3" 16d 0 6"0C & EDGE NAILING 2x8 LEDGER W/ (2) 0.220"0x4" ci, ,E.o,.._ (7,0_ (4) 16d NAILS, TYP !,j i . -1-,111- E SDWS SCREWS EA END 1 \'• \1::- L 2x6 BRACE @ 24"0C '-"-T1E—I----"---SDWS SCREWS @ 16"0C (AT EACH STUD) t.L. 0 0 ;-. 0.0 0 o 1-_, , "LUS" HANGER k .,1 T I \ 2x BLOCKING @ BRACE ri • LL-I - X ,,,, a) a) 0D (00.0o PORTION OF (E) MANSARD W/ EDGE NAILING e: ''-, ',:\ "LUS" HANGER ! ---• - .2x4 STUDS @ 16"OC ...1,---- 15/32" APA-RATED PLYWOOD !i a. •- - o .., E•-•-• a.) ,- 0.) TRUSS TO REMAIN „„,, ., „ --.. , E„ A34 CLIP . , „E - JI--- L'i - -c '----- 0 0_c c ' I . SHEATHING W/ 8d @ 6"0C PANEL !. , „, a. ,, \,, -er--- -------------'--„, (4. EDGES & 8d @ 12"0C FIELD, TYP (4) 16d NAILS . , TYP „ „,, r! '-. 15/32" APA-RATED PLYWOOD SHEATHING W/ 4x4 CONTINUOUS W/ , I „..,,E,„, \ ,)<8 40WING @ „LOW CONNECTION W/ A34 CLIP ;1 •,• --., .‘, ,,,,, 8d @ 6"0C PANEL EDGES & 8d @ 12"0C FIELD, TIP L.L1 •&X eDY H2)2.d410Xifi' CI-COWS END SCREWS EA END I,. , I PORTION OF (E) MANSARD ''--., -•- '---,:,E \ RIP TO MATCH (E) TRUSS ANGLE ,„ -„ ,-, z 1--- LF1 C\I IJJ C.) 0 CNI 1 TRUSS TO REMAIN--17- „E ,,,E 2x BLOCKING W/ EDGE NAILING r•,1 „, ----- '',4, A . ,, , ----- •:';•,..z, ES - < E < W ,„ .„ REMOVE (E) . '--. SHEATHING The/ I . . 16d @ 6"OC I! 1, „E.,„ '---,,, ,_ ,,,', L .. .._..---EXTERIOR FINISHES PER ARCH I \ ,,, AS REQ . (BLOCKING-TO-BLOCKING) ? „, .„ _ ..: I .,,,,,,--zz.,:-. ,,Lf:d .:-:2:-...--7....7. --,,,,-.:7 .7. 7':/7;.:7.777..'.:Zt 77 , PROVIDE (2) LAYERS OF BLDG PAPER •: _14_, i•i , „, ril i [.. BETWEEN CMU & STUDS . ' i -- . . , • „ : ----„E_ ----' -4--I_ii 1 II 1 il E 7-.:,',1 • • -:., „ 1 1 , ,.•''' ,, '' ' ----tI 1 il :, . ,,,,-, LA ; . .•-' , i 1 i ..- „-- ,-'' ,•• ,,, . . , , ,,, , . ,-.--' 2x10 BLOCKING BETWEEN , I ; I I ! ,,--- ,, , r-- ';',,, „•'---. CANOPY & CONNECTIONS BY OTHERS TRUSSES, ATTACH TO EACH STUD • I i PORTION OF (E) MANSARD . . -,,,,,,, .,E --,., . I --' •.- di (MAX REACTION=500#) W/ (2) 0.2200x4” SDWS & i E:E , TRUSS TO BE REMOVED , , z 0 -,:- LI • • , , • 'T ' i : (E) CMU BOND rrET : „, , ., --.„1 , • ATTACH TO EACH ) ” • i . ; ,, (E) ROOF TRUSS TO REMAIN / 1 ; , ., .7. - , 2x BLOCKING W/ EDGE NAILING I ! I BEAM TO REMAIN ,• i ] . . • . . --, ---: , LL1 fx A34 CLIPS OR (2) TRUSS W/ (2 16d END NAILS o < 16d @ COG I , -.. 1 ! ' . --, -/ ' . 11 ] 1 I ft. A ';"•,.;-, IJJ ce° 17-7 (BLOCKING-TO-BLOCKING) :: ::- I ‘- ' 1 PORTION OF (E) MANSARD (E) ROOF TRUSS_______ _-.1 ,-! ,,, i i I : HJ : TRUSS TO BE REMOVED TO REMAIN (...i..i 4,1 0 1 ta (E) CMU LINTEL • 1.,& (E) CMU LINTEL TO REMAIN 1 TO REMAIN---- L,-- : 2x BLOCKING W/ EDGE NAILING 1 1 li j < Li to -------- s- -II Ii LEI cr) Ix f,...i'i l' 2x12 BLOCKING BETWEEN TRUSSES, ATTACH TO EACH (E) CMU LINTEL 1 1 i 16d @ 6I"0C, TYP HGA10 CLIP (HGAM CLIP @ CMU) @ 1600 < cc) o cr a 0, - 1 STUD W/ (2) 0.220"0x4" SDWS & ATTACH TO EACH TO REMAIN INFILL, : 1 I ! N CONNECTION PER 6/S-3 W ; I + INFILL STUDS PER PLAN--,... 4 ; (BLOCKING-TO-BLOCKING), TYP Ct_ 0 I-Fl 0 - x 1-• 0 (.0 in (7) - i TRUSS W/ (2) A34 CLIPS OR (2) 16d END NAILS I 1 Z La 2x BLOCKING @ 4 -000 VERT W/ A34 CLIP & I ' ; I (2) 0.220"0x3" SDWS END SCREWS, EACH SIDE, TYP lik_ I 00 Li ft- Cr) I- rn 7,7. (E) CMU TO BE REMOVED--------.-1 (E) TRUSSES TO REMAIN PORTION OF TRUSSES ,-- [2 E2 8 8 pit, .., TO BE REMOVED - L.._t' 00S i NEW PARAPET SECTION AT DINING , NEW PARAPET TO EXISTING CONNECTION . 1--- c\I A18-279 - #0 4-6 2 6 O 1 - SCALE:N.T.S. 4 SCALE:N.T.S. 0 5 z S w IN 4 ; v) i r ELECTRICAL SPECIFICATIONS AND GENERAL NOTES: LIGHTING FIXTURE SCHEDULE : C N 0 T ALL MAY APPLY) . „-,--, ,_ ca 1. THE ELECTRICAL CONTRACTOR (E.C.) SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR 28. ALL NEW CIRCUIT BREAKERS FOR EXISTING PANELBOARDS AND DISTRIBUTION PANELBOARDS SHALL 46. CONTRACTOR SHALL PROVIDE ALL NECESSARY PROPERLY SIZED WALL OR MILLWORK MOUNTED MARK SYMBOL DESCRIPTION DIFFUSER LAMPS BALLAST MOUNTING MANUFACTURER AND A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM/INSTALLATION. MATCH EXISTING BUILDING PANELBOARD MANUFACTURER AND CIRCUIT BREAKER TYPE ALL CIRCUIT BOXES, RINGS, SUPPORTS, AND DEVICES AS REQUIRED VIA COORDINATION WITH ARCHITECTURAL - BREAKERS SHALL BE BOLT ON TYPE. AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH AIC WALL SECTIONS, AND MILLWORK DETAILS. WATTS TYPE CATALOG NUMBER 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH ALL CODES, LAWS, AND ORDINANCES OF RATING OF PANELBOARD IN WHICH IT IS INSTALLED. WHERE SERIES RATED TYPE CIRCUIT FEDERAL STATE, AND LOCAL GOVERNING BODIES HAVING JURISDICTION. BREAKERS ARE USED, NEW CIRCUIT BREAKERS SHALL BE INSTALLED SO AS TO MAINTAIN THE UL 47. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS. WHERE MORE Fl 2S Q 6" LED RECESSED DOWNLIGHT - 12W LED -- SECURITY LIGHTING RECESSED # L66LEDA10L-35K-9-SA/DBXQL SERIES RATING OF THE ENTIRE SYSTEM. THE CONTRACTOR SHALL PROVIDE A NEW TYPEWRITTEN STRINGENT REQUIREMENTS THAN THOSE DESCRIBED HEREIN OR AS SET FORTH UNDER CODES, 3. ALL MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L.,ETL, CSA, OR PANEL DIRECTORY FOR EACH PANEL CHANGED AT THE COMPLETION OF THE PROJECT. EACH LAWS, AND ORDINANCES OF FEDERAL STATE, AND LOCAL GOVERNING BODIES HAVING JURISDICTION, ANOTHER RECOGNIZED TESTING LABORATORY. CIRCUIT BREAKER SHALL BE LABELED TO IDENTIFY LOAD TYPE AND LOCATION THOSE GREATER REQUIREMENTS SHALL BE ADHERED TO. F12T6" LED DOWN LIGHT - 12W LED - RECESSED SECURITY LIGHTING # LB6LEDA1OL-50K-9-WH/IBXS Q SHALLOW HOUSING 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND 29. THE CONTRACTOR SHALL VERIFY THE CEILING CONSTRUCTION TYPE WITH ARCHITECTURAL DETAILS 48. ALL NEW EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE PROVIDED WITH AN INTEGRAL BEFORE ORDERING LIGHTING FIXTURES IN ORDER TO CONFIRM PROPER MOUNTING. EMERGENCY BACKUP BALLAST TO ILLUMINATE THE FIXTURES IN THE EVENT OF A POWER FAILURE. "DOWN ONLY" RADIAL WALL - SECURITY LIGHTING LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL ELECTRICAL WORK. � TEMPERED GLASS 14W LED SURFACE ALL COMPONENTS SHALL BE IN COMPLIANCE WITH NFPA 101 AND NFPA 70 SECTION700. BALLAST Si H SCONCE - SILVER FINISH RWSC-36L-5K-DO-U-PS 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES, UTILITY COMPANIES, 30. EACH SWITCH, LIGHT, RECEPTACLE, OR OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED WITH BATTERY SHALL MAINTAIN 87.5% OF THE NOMINAL BATTERY VOLATAGE AFTER 1.5 HOURS TO z AND LOCAL CODE OFFICIALS, SHOP DRAWINGS AND/OR INSTALLATION DETAILS WHICH ARE A GALVANIZED OR SHERARDIZED PRESSED STEEL OUTLET BOX OF THE KNOCKOUT TYPE, OF NOT COMPLY WIT HNEC SECTION700 AND UL 924. - 0 LESS THAN NUMBER 14 U.S. GAUGE STEEL CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND 'DOWN ONLY" RADIAL WALL - SECURITY LIGHTING REQUIRED BY THESE AGENCIES FOR THEIR APPROVAL. BUSHINGS AND ALL UNUSED KNOCKOUTS SHALL BE LEFT SEALED. THERE SHALL BE SUFFICIENT Si W SCONCE - WHITE FINISH TEMPERED GLASS 14W LED SURFACE RWSC-36L-5K-DO-U-WHti ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED. 49. IDENTIFICATION OF ELECTRICAL ITEMS v 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER, AND PROJECT MANAGER IN WRITING - BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED. D "UP DOWN ONLY" RADIAL w OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF S2H / TEMPERED GLASS 25W LED - SURFACE SECURITY LIGHTING a LAWS, ORDINANCES, RULES, OR REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. A. PROVIDE PERMANENT IDENTIFICATION MARKING AND NAMEPLATES FOR ALL CONDUCTORS WALL SCONCE - SILVER FINISH RWSC-72L-5K-DO-U-PS 31. NOT USED AND EACH ITEM OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT, WITH 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FIRE PREVENTION BUREAU ALL THE SAME INSCRIPTIONS AS SHOWN ON THE DRAWINGS. ALL IDENTIFICATION MARKINGS F20 EXIT SIGN WITH BATTERY - 1.8W LED - DOCUMENTS, INCLUDING DRAWINGS AND SUBMITTALS, REQUIRED TO OBTAIN APPROVAL OF THE ALL 32. IN SUSPENDED CEILINGS, SUPPORT CONDUITS AND JUNCTION BOXES DIRECTLY FROM THE SHBE CLEARLY AND NEATLY APPLIED. BACKUP SURFACE SECURITY LIGHTING: PRB. SEE NOTE LS3 ON THIS SHEET EMERGENCY LIGHTING, LIFE SAFETY, AND EXIT SIGN SYSTEM(S) FOR TYPES AND LOCATIONS. A STRUCTURAL SYSTEM, DECK OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPLINE UNLESS B. APPLY ENGRAVED PLASTIC LAMINATE NAMEPLATES WITH NON-CORRODING TYPE SCREW - - - o COPY OF THE APPROVED DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT AND ENGINEER PRIOR o 0 2 HEADED EMERGENCY LED - SURFACE TO (-,--iTHE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE AND APPROVAL HAS FASTENERS OR RIVETS TO ALL MOTOR STARTERS, DISCONNECT SWITCHES, RELAYS, REMOTE F21 - - > > BATTERY LIGHT WALL OR CEILING SECURITY LTG. #EV4D LJ LJ TO THE START OF CONSTRUCTION. BEEN GRANTED BY THE ARCHITECT AND THE ENGINEER. CONTROL PANELS, PUSH BUTTON STATIONS, PANELBOARDS, SWITCHBOARDS, TRANSFORMERS, CC >- AND OTHER ELECTRICAL APPARATUS. NAMEPLATES SHALL BE WHITE WITH BLACK CORE, LED - Q w 8. ALL NEW ELECTRICAL WORK OR MODIFICATIONS TO EXISTING ELECTRICAL DISTRIBUTION PANELS, 33. E.C. SHALL PROVIDE "3M" FIRESEAL SYSTEMS FOR ALL CORES AND RACEWAY PENETRATIONS IN 1-1 4" X 3" MINIMUM WITH 3 16" HIGH LETTERING. THE NAMEPLATE SHALL IDENTIFY: F22gg EMERG BATTERY & 2 REMOTE - - SURFACE TO SECURITY LTG. #EV4D-02L-O/EVODB z PANELBOARDS, METERS, ETC. SHALL BE INSTALLED AS INDICATED ON THE ELECTRICAL / / HEADS CONSTRUCTION DOCUMENTS. E.C. SHALL SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT TO BE FIRE RATED WALLS AND PARTITIONS. FIRE RATE WALL AND CEILING PENETRATIONS, ETC. USING -NAME OF DEVICE OR WALL OR SOFFIT o 0 INSTALLED INDICATING FLOOR PLAN LAYOUT, ELEVATIONS, AND AL DIMENSIONS FOR APPROVAL OF "CP-25" CAULK, "303" PUTTY AND/OR "FLAMESEAL" PUTTY AS PER MANUFACTURER'S -LOAD THE DEVICE IS SERVING - LED -- - INSTRUCTIONS TO MAINTAIN EXISTING AND NEW FIRE RATINGS. VERIFY FIRE RATING CONDITIONS F23 T 2 HEADED EMERG LIGHT & 2 - - - °' c° THE ENGINEER PRIOR TO INSTALLATION. CODE REQUIRED CLEARANCES IN FRONT OF ALLSURFACE TO SECURITY LTG. #EV4D/EVODB s- ELECTRICAL EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES. AND LOCATIONS PRIOR TO FINAL BIDS. ALL OPEN SLEEVE PENETRATIONS SHALL BE FIRESEALED C. PROVIDE A TYPEWRITTEN DIRECTORY OF CIRCUITS IN LIGHTING AND POWER PANELS AND REMOTE HEAD IF REM) WALL OR SOFFIT `J INSIDE AND OUTSIDE BY E.C. AFTER ALL CABLING IS COMPLETELY INSTALLED. SEALING METHODS PROVIDE PANEL IDENTIFICATION IN BLACK ALKYD PAINT STENCILED INSCRIPTIONS ON THEC < 9. THE CONTRACTOR SHALL INCLUDE IN BID AN ALLOWANCE FOR THE FOLLOWING ADDITIONAL LIFE SHALL BE PROVIDED BY E.C. AND SHALL BE SUBJECT TO THE APPROVAL OF THE CABLING INSIDE OF THE DOOR, DIRECTLY ABOVE THE CENTERLINE OF THE DIRECTORY FRAME, OR ON O 0. 0 SAFETY DEVICES, INCLUDING INSTALLATION AND ALL CONDUIT AND WIRE, FOR ADDITIONAL DEVICES CONTRACTOR. THE VERTICAL AND HORIZONTAL CENTERLINE OF DOORS WITHOUT DIRECTORY FRAMES. FIXTURES SHOWN SHADED SHALL BE WIRED TO AS MAY BE REQUIRED BY THE REVIEW OF THE AUTHORITY HAVING JURISDICTION. 34. NOT USED. D. PROVIDE ON DEVICE PLATES FOR LOCAL TOGGLE SWITCHES, TOGGLE SWITCH MANUAL KEY AN EMERGENCY INVERTER AND CIRCUITED AS A NIGHT > (2) EXIT SIGN FIXTURES STARTERS, PILOT LIGHTS AND OTHER ELECTRICAL ITEMS, WHOSE FUNCTION IS NOT READILY LIGHT. SEE NOTE EL3 ON SHEET E2.0. COORDINATE u (2) EMERGENCY LIGHTING FIXTURES 35. NOT USED. APPARENT, ENGRAVED SUITABLE INSCRIPTIONS OR PLASTIC LAMINATE NAMEPLATES LOCATION WITH DECOR. DESCRIBING THE EQUIPMENT CONTROLLED OR INDICATED. CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR EACH FOR QUANTITY ADJUSTMENT. 36. NUMBERED CIRCUITS SHOWN ON PLAN ARE FOR THE CONVEYANCE OF DESIGN INTENT ONLY. ACTUAL FIELD CONDITIONS WILL AFFECT CIRCUITRY. INDICATE THE ACTUAL CIRCUIT NUMBERS E. EMBOSSED SELF-ADHERING PLASTIC TAPE LABELS WILL NOT BE ACCEPTED. t b'. 10. THE CONTRACTOR SHAU_ INCLUDE IN BID ELECTRICAL UNIT PRICES (EUP) TO PROVIDE ADDITIONAL INSTALLED ON THE "AS-BUILT" DRAWINGS. LIFE SAFETY DEVICES WITHIN FINISHED CEILING SYSTEMS, INCLUDING ALL CONDUIT AND WIRE, FOR 50. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXISTING OR NEW NON-ACCESSIBLE SYSTEM LIGHTING SCHEDULE NOTES: y EACH TYPE OF DEVICE AS SCHEDULED IN NOTE NUMBER 9. THE UNIT PRICE SHALL INCLUDE ALL 37. BUILDING STANDARDS DEVICES, PULLBOXES, AND EQUIPMENT, ETC. FOR RELOCATION TO ACCESSIBLE CEILING AREAS. E.C. GENERAL CONTRACTOR ASSOCIATED COSTS TO INSTALL DEVICES WITHIN INSTALLED CEILING A. ALL NEW CONDUIT RACEWAYS AND BOXES FOR ALL SYSTEMS SHALL BE INSTALLED SHALL INCLUDE ALL COMPLETE COSTS FOR RELOCATION AND VERIFY SUCH CONDITIONS WITH LS1. EC TO VERIFY FINAL QUANTITY AND LIGHTING FIXTURE MAKE/MODEL NUMBER WITH LIGHTING MANUFACTURER PRIOR TO ORDERING. ROBISON SYSTEMS. TIGHT-UP TO THE BOTTOM OF THE STRUCTURAL BEAMS WHERE REQUIRED AND PROPERLY ARCHITECTURAL CEILING PLANS PRIOR TO FINAL BIDS. SUPPORTED FROM STRUCTURAL MEMBERS. LS2. LIGHT FIXTURE PERFORMANCE SPECIFICATION: EC SHALL SELECT LIGHT FIXTURES FROM SECURITY LIGHTING ENGINEERING,INC 11. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, MAKE A SCHEDULED 51. EXISTING CONDITIONS OF ALL EXISTING BUILDING EQUIPMENT, DEVICES, FIXTURES, AND SYSTEMS THAT MEET OR EXCEED THE FOLLOWING REQUIREMENTS: ' LYNNWOOD 88036 oz ARRANGEMENT WITH THE PROJECT MANAGER TO VISIT THE SITE, AND THOROUGHLY BECOME THAT REQUIRE REWIRING, REUSE, RELOCATION, OR REFURBISHING AS PER DRAWINGS AND A. SHEET METAL SHALL BE MINIMUM 22 GAGE STEEL WHITE ENAMEL PAINTED. 2NW O D WA9EL FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK. B. ALL NEW CONDUIT RUNS SHALL BE INSTALLED ABOVE AND OVER THE TOP OF ALL NEW B. PLASTIC LENSES SHALL BE PRISMATIC ACRYLIC. Al2 PATTERN UNLESS NOTED OTHERWISE. AND/OR EXISTING DUCTWORK, PIPING, CONDUITS, PULLBOXES, ETC. E.C. SHALL PROVIDE ALL SPECIFICATIONS SHALL BE FIELD VERIFIED BY THE E.C. PRIOR TO COMMENCEMENT OF ANY WORK CONTACT:JAMES YBARRA FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. NECESSARY ACCESSIBLE PULLBOXES. CONDUIT BENDS SHALL NOT EXCEED CODE TO BE COMPLETELY OPERATIONAL. E.C. SHALL SUBMIT A WRITTEN STATEMENT AND ITEMIZED C. LAY-IN FIXTURES SHALL HAVE HINGED, GASKETED DROP DOWN DOOR FRAMES. REQUIREMENTS WITHIN A SINGLE RUN. E.C. SHALL PROVIDE ALL PULLBOXES AS REQUIRED. LISTING OF ALL EXISTING CONDITIONS OF THE FOLLOWING, ALTHOUGH NOT LIMITED TO THOSE D. PROVIDE FLANGE KITS FOR ALL INSTALLATION IN GYPSUM BOARD CEILING. VERIFY IN THE FIELD. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE PERFORMANCE OF LISTED: ALL TRADES, FOR THE ENTIRE PERIOD OF CONSTRUCTION AND SHALL REMOVE ALL TEMPORARY p PROF C. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BE INSTALLED LESS THAN 2 INCHES LS3. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES FROM SECURITY LIGHTING. RE F WIRING AT THE COMPLETION OF CONSTRUCTION. ALL COSTS FOR ESTABLISHING AND REMOVING ABOVE RECESSED LIGHTING FIXTURES UNLESS APPROVED BY THE ENGINEER. A. HVAC EQUIPMENT - FOR RED LETTERS USE PRB (UNIVERSAL), G I IVF�.S.S�p TEMPORARY POWER SHALL BE INCLUDED IN BID. # B. EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES 'P D. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BLOCK OR PREVENT FULL AND C. LIFE SAFETY/FIRE ALARM SYSTEM DEVICES - FOR GREEN LETTERS USE #PGB (UNIVERSAL), OR ,w 15,4 y 13. THE EXISTING POWER, SIGNAL, AND COMMUNICATIONS SYSTEMS ARE TO REMAIN IN SERVICE TO COMPLETE ACCESS AND OPERATION OF NEW OR EXISTING HVAC EQUIPMENT, ACCESS DOORS, D. LIGHTING AND RECEPTACLE DEVICES. IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED SIGN WITH BATTERY BACKUP, PROVIDE FOR THE OWNER'S EXISTING FUNCTIONS. SHOULD IT BECOME NECESSARY TO SHUT-DOWN LETTER SIZE, COLOR, TYPE & DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. ANY SYSTEM OR PORTION OF A SYSTEM, APPROVAL IN WRITING MUST BE OBTAINED FROM THE PIPING VALVES, JUNCTION BOXES, DUCT HEATERS, MAIN SUPPLY AND RETURN AIR DUCTS, PROJECT MANAGER AND SHALL BE ONLY FOR THE PERIOD AND TIME AGREED UPON. THE BID IS PULLBOXES, CLEANOUTS, ETC. THE WR1111=N STATEMENT SHALL BE SUBMITTED TO THE PROJECT MANAGER, ARCHITECT, AND ALL INTERIOR LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. !+ O LS4. ENGINEER PRIOR TO WORK. IN THE EVENT THAT THE CONTRACTOR COMMENCES WORK WITHOUT4 TO INCLUDE THE COST OF ANY TEMPORARY WIRING AND PREMIUM TIME REQUIRED FOR THE SUBMITTAL, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COST TO MAINTAIN THE ifi -`.: 31 `-`�, E. NEW CONDUIT AND PULLBOXES TO BE INSTALLED BELOW NEW OR EXISTING DUCTWORK O SHUTDOWN. SHALL BE MOUNTED TIGHT UP TO BOTTOM OF DUCT WITH 90 DEGREE BENDS UP SIDEWALL ABOVE IN GOOD WORKING ORDER AND CONDITION. LS5. LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE -7'Q!( 0 ROg\`' OF DUCT TO MEET REQUIREMENTS OF LEI IER C ABOVE. SUPPORTS SHALL NOT PENETRATE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP AND BALLAST SPECIFICATIONS SHALL BE STRICTLY 0 14. ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, TOOLED, CONNECTED, CLEANED, DUCTWORK, AND SHALL BE INDEPENDENT OF ALL DUCTWORK SUPPORTS. DIRECT CONTACT 52. E.C. SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL ELECTRICAL AND FOLLOWED. ANY DEVIATION FROM LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S c 1 419 ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH OF CONDUIT RACEWAY SYSTEMS WITH DUCTWORK OR PIPING SHALL BE PROVIDED WITH COMMUNICATIONS OUTLETS. ELECTRICAL ENGINEERING DRAWINGS SHALL BE USED FOR CIRCUITING CORPORATION. a. 02 MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. VIBRATION SEPARATION METHOD APPROVED BY THE ENGINEER. INFORMATION ONLY. Rei : 621-161 53. E.C. SHALL REFER TO MECHANICAL AND PLUMBING ENGINEERING DRAWINGS FOR EXACT LOCATIONS LS6. ALL FIXTURES SHALL BE ORDERED WITH LOW WATTAGE ENERGY EFFICIENT BALLASTS FROM MANUFACTURER. 15. ALL CUTTING, DRILLING, AND PATCHING OF MASONRY, DRYWALL, CONCRETE, STEEL, OR IRON WORK F. NEW CONDUIT AND BOXES TO BE INSTALLED WITHIN ALL EXISTING FINISHED BUILDING c.v ° BELONGING T4 THE BUILDING SHALL BE DONE BY THIS CONTRACTOR IN ORDER THAT WORK MAY DRYWALL, FURRED BUILDING WALLS, PARTITIONS, AND COLUMNS SHALL BE INSTALLED WITH OF ALL MECHANICAL AND PLUMBING EQUIPMENT. ORDER INDOOR, OUTDOOR, EMERGENCY AND PLAY PLACE LIGHT FIXTURES FROM: v - -a� BE PROPERLY INSTALLED. UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT. EXCEPT AT EMT AND FLEXIBLE RACEWAYS NOT MORE THAN 6'-0" LONG. ELECTRICAL CONTRACTOR MR. STEVE FRIEDMAN vc D ID 01 o 0.,.o THE DIRECTION OF THE ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE. SHALL INCLUDE ALL COSTS FOR DRYWALL ACCESS, CUTTING, PATCHING, PAINTING, ETC. IN SECURITY LIGHTING SYSTEMS, INC. (A HUBBELL LIGHTING COMPANY) ° v ' W; ' ° - BIDS FOR SUCH CONDITIONS. FIELD VERIFY ALL LOCATIONS ON SITE PRIOR TO FINAL BIDS. 1085 JOHNSON DRIVE U) ° v D `a ° 16. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS, EXCEPTIONS DURING BIDS SHALL BE SUBMITTED IN WRITING. DEMOLITION NOTES: ,:,_ a o o,� AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE BUFFALO GROVE, IL. 60089 PENDANT I N S TA L LAT I 0 N o -C) U a a�o EQUIPMENT. SUBMITTALS SHAD_ BE IN LOGICAL GROUPS (FOR EXAMPLE ALL LIGHTING FIXTURES). G. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE HELD RESPONSIBLE TO 1. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND/OR REQUIRED BY 1-800-544-4848 FAX 847-279-0642 a c, US. 0 .- PARTIAL SUBMITTALS WILL NOT BE REVIEWED. HAVE EXAMINED THE CONSTRUCTION SITE WITH RESPECT TO CONSTRUCTION DRAWINGS, JOB CONDITIONS. ° .I) , , N ACTUAL FIELD CONDITIONS, DOOR FRAME HEIGHTS, PIPING OBSTRUCTIONS, DUCTWORK IDETAIL r,,, a,_-_ a) C "---' °- L 17. SUBMIT FOUR (4) COPIES OF THE FOLLOWING SHOP DRAWINGS FOR REVIEW: HEIGHTS AND LEVELS, FLOOR LEVELS, CEILING HEIGHTS, ETC. PRIOR TO FINAL BIDS. 2. PROTECT EXISTING CONSTRUCTION DESIGNATED TO REMAIN. - V, ° - -E °° CD 0- A. LIGHTING FIXTURES AND LAMPS o o °-a°'3 0 ° Q, y B. WIRING DEVICES H. ALL NEW BUILDING STANDARD EQUIPMENT, DEVICES, AND MATERIALS SHALL BE EQUAL TO 3. REMOVE DEMOLISHED ITEMS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. \ v �c `© u o o o a-o o C. LOW VOLTAGE RELAYS AND SWITCHES OR GREATER IN QUALITY TO EXISTING APPROVED BUILDING STANDARD MATERIALS PRESENTLY _ �' ° ° C 0,.$ 0-N ° D. DIMMERS AND CONTROLS INSTALLED IN BUILDING. EQUIPMENT, DEVICES AND MATERIALS SHALL BE SUBJECT TO THE 4. REFERENCE STANDARDS: ANSI A10.6 SAFETY REQUIREMENTS FOR DEMOLITION PUBLISHED BY THE -� . a APPROVAL OF THE ARCHITECT, PROJECT MANAGER, AND THE ENGINEER. AMERICAN NATIONAL STANDARDS INSTITUTE. ND ° `'.o ° 18. CONTRACTOR SHALL PROVIDE "AS-BUILT' DOCUMENTATION AND HARD COPY REPRODUCIBLE W i CO " E ° o DRAWINGS AT THE COMPLETION OF THE PROJECT AND SUBMIT TO THE ARCHITECT AND THE I. ALL EMERGENCY AND EXIT SIGN JUNCTION BOXES SHALL BE PAINTED RED. PANEL TAG 5. CEASE OPERATIONS AND IMMEDIATELY NOTIFY MCD'S PROJECT MANAGER IF THE SAFETY OF , ° ° ENGINEER. AS-BUILT DRAWINGS SHALL INDICATE EXACT CIRCUIT NUMBERS, LOCATIONS OF ALL � f �. q. C ° Q a)-o a AND CIRCUIT NUMBER FOR ALL WIRING WITHIN JUNCTION BOX SHALL BE INDICATED ON EXISTING CONSTRUCTION APPEARS TO BE ENDANGERED AT ANY TIME. TAKE PRECAUTIONS TO / DEVICES, CEILING FIXTURES, AND RACEWAY FOR LIGHTING, TELECOMMUNICATIONS AND POWER COVER. SUPPORT SUCH ENDANGERED CONSTRUCTION AND DO NOT RESUME OPERATIONS UNTIL / 0 ° c DISTRIBUTION SYSTEMS AS INSTALLED. AUTHORIZED BY THE ARCHITECT. // Q a 0_�.°,• o , c J. ALL JUNCTION BOXES SERVING LIGHTING AND POWER SHALL HAVE CIRCUIT NUMBERS AND Da CI - 19. ALL MATERIAL EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW AND OF COMMERCIAL GRADE PANEL TAGS FOR ALL WIRING WITHIN JUNCTION BOX SHALL BE INDICATED ON COVERS. 6. THE G.C. SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL az-58 . , 0 '60a a -07)..24-5) 'D '- I) W 3 UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED ON DRAWINGS. TEMPORARY SHORING SYSTEMS USED DURING THE REMOVAL OF ALL STRUCTURAL ELEMENTS, f L f U . o too-°a 38. A NEW PANELBOARD COPPER GROUND BUS SHALL BE INSTALLED FOR EQUIPMENT GROUNDING EXCEPT, AS OTHERWISE AGREED BY THE BUILDING DEPARTMENT AND ARCHITECT. .c" ,- 20. EXCEPT AS NOTED OTHERWISE, ALL WORK REQUIRED FOR THE ELECTRICAL INSTALLATION AS REQUIREMENTS FOR ALL PANELBOARDS LACKING A GROUND BUS. AA o 3 C CL o a '" o2oaa SHOWN ON DRAWINGS SHALL INCLUDE ALL LABOR, INSTALLATION METHODS, EQUIPMENT, AND 7. THE DRAWINGS TO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE c) ® ) > -, N ° MATERIALS AND SHALL BE IN STRICT COMPLIANCE WITH ALL BUILDING STANDARDS. 39. PERFORM ALL WORK OFA DEMOLITION NATURE THAT MAY BE REQUIRED OR NECESSARY FOR THE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT cc c� CL 4-4 z:(n > o FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER EXPLICITLY SHOWN AND/OR SPECIFIED OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE - - 0 -, ._c `" °' ` °' 21. PROVIDE A COMPLETE METAL RACEWAY SYSTEM, FITTINGS AND ENCLOSURES FOR ALL ELECTRICAL OR NOT. EXACT EXTENT OF DEMOLITION WILL NOT BE FULLY INDICATED BY DRAWINGS. DETERMINE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY WIRING SYSTEMS TO BE INSTALLED FOR THE PROJECT. SYSTEMS SHALL INCLUDE, BUT NOT BE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTINGENCIES IN CONNECTION THEREWITH. LIMITED TO POWER, COMMUNICATIONS, SECURITY, PAGING, TEMPERATURE CONTROL AND CONTROLS. CONTRACT DOCUMENTS WITH ARCHITECTURAL AND DEMOLITION DRAWINGS TO EXISTING CONDITIONS. ELECTRICAL EQUIPMENT WHICH WILL NOT BE REUSED SHALL BE TURNED OVER TO THE OWNER OR 8. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION ~ N- >- CO - 22. NOT USED. REMOVED FROM THE PREMISES AS DETERMINED BY THE PROJECT MANAGER. AND REMOVAL OF ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED A V A c o p Li o i- ` S L< L LI) METHODS, NOT BY THROWING OR DROPPING, PERFORM CUTTING AND STRIPPING SO THAT THE t -• w 23. MINIMUM CONDUIT SIZE SHALT BE 1/2 INCH FOR GENERAL LIGHTING AND POWER CIRCUITRY 40. ANY EXISTING ELECTRICAL MATERIAL AND EQUIPMENT WHICH INTERFERES WITH THE NEW ADDITION WORK TO REMAIN IS UNDAMAGED AND IN SUCH A MANNER THAT THE NEW WORK CAN BE L _ < L < LIGHTING FIXTURES �� `� CC L < _ L� J UNLESS OTHERWISE INDICATED AND/OR REQUIRED BY CODE. OR THE REMOVAL OF EXISTING WALLS SHALL BE REMOVED OR RELOCATED BY THE CONTRACTOR. PROPERLY CONNECTED WITH IT. BOTTOM OF 00 - / VERIFY REMOVAL AND NEW LOCATION OF EQUIPMENT WITH THE PROJECT MANAGER AND THE �� ARCHITECT ENGINEER PRIOR TO WORK. 9. DEMOLISH EXISTING CONSTRUCTION ONLY TO THE EXTENT NECESSARY FOR THE PROPER Neutral f ! ,� FIXTURE �'�' 24. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH FLEXIBLE ARCHITECT/ ENGINEER OF NEW CONSTRUCTION, AND JUNCTION WITH EXISTING WORK CUT BACK FINISHED Y POWER 1 MOUNTING STEEL CONDUIT, 1/2 INCH MINIMUM, INCLUDING AN INSULATED COPPER GREEN EQUIPMENTMANUAL SWITCH 41. VERIFY CLEARANCES FOR ALL NEW OR EXISTING RELOCATED ELECTRICAL WORK BEFORE SURFACES TO STRAIGHT, PLUMB AND LEVEL AS REQUIRED. 1 PACK HEIGHT GROUNDING CONDUCTOR OR SHALL BE MADE WITH METAL CLAD TYPE CABLE. Hat T (if shown on drawings) SHALL PROCEEDING WITH CONSTRUCTION. COORDINATE USAGE OF AVAILABLE SPACE WITH ALL TRADES. IN THE EVENT OF CONFLICTS, NOTIFY THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE 10. SAWING SHALL BE PERFORMED BY EXPERIENCED CRAFTSMEN CUSTOMARILY ENGAGED IN AND COMPLY - 25. NOT USED. WITH i - WORK. PROPERLY EQUIPPED FOR THE PERFORMANCE OF THE TYPE OF WORK REQUIRED BY JOB MANUFACTURER'S -' CONDITIONS, PROVIDE WET VACUUM EQUIPMENT AS REQUIRED FOR CONTROL OF WASTE COOLING 26. WIRE NUMBER 8 AND SMALLER FOR USE IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN RECOMMENDATIONS N THERMOPLASTIC 600 VOLT INSULATED COPPER CONDUCTORS. FEEDERS AND POWER WIRING 42. WHERE EXISTING CONDUIT IS SHOWN ON THE DRAWINGS, IT IS SHOWN DIAGRAMMATICALLY. THE WATER. 3' MIN N NUMBER 6 AND LARGER SHALL BE TYPE THW 600 VOLT INSULATED COPPER. WIRE WHICH IS EXACT ROUTING OF THE EXISTING CONDUIT SHALL BE DETERMINED ON THE JOB SITE BY THE > ' INSTALLED IN RACEWAY IN MOIST OR DAMP LOCATIONS SHALL BE THW, 600 VOLT INSULATED CONTRACTOR. 11. REMOVE EXISTING CONSTRUCTION FOR INSTALLATION OF PIPING CONDUIT AND TUBING AS REQUIRED LOW VOLTAGE CABLE Iii III LU COPPER CONDUCTORS. NO WIRE SMALLER THAN NUMBER 12 AWG SHALL BE USED FOR LIGHTING BY MECHANICAL AND ELECTRICAL TRADES. I EQUAL EQUAL I `. OR POWER. 43. NOT USED. \ _ ` � 0 12. DRILLING AND INSTALLING SLEEVES FOR PASSAGE OF PIPING, CONDUIT AND TUBING SHALL BE < a 27. BRANCH CIRCUIT HOMERUN WIRING: 44. ALL HANGER AND/OR ROD SUPPORT SYSTEMS SHALL BE SUPPORTED TO THE BOTTOM RIB OF THE DONE BY THE TRADE INSTALLING THE PIPING, CONDUIT OR TUBING. ; I A. GENERAL PURPOSE BRANCH CIRCUIT HOMERUNS CONSISTING OF TWO NETWORKS SHALL METAL DECK, WHERE APPLICABLE. 4 13. REPAIR, RESTORE, REPLACE OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH -- ---� �____ O Z HAVE PHASE, NEUTRAL AND GROUND CONDUCTORS INCREASED TO NUMBER 10 AWG, THWN OCCURS OCCUPANCY / / _ - z 45. PROVIDE A WRITTEN GUARANTEE THAT THE ELECTRICAL INSTALLATION IS FREE FROM MECHANICAL AS A RESULT OF DEMOLITION OPERATIONS AT NO ADDITIONAL COST TO MCD'S OR - SENSOR AS A MINIMUM. WHERE HOMERUN (ONE OR MORE NETWORKS) EXCEEDS 100 LINEAR FEET, / / � � � � CONDUCTOR SIZE SHALL BE INCREASED ONE TRADE SIZE. AND ELECTRICAL DEFECTS. CONTRACTOR AT THEIR COST SHALL REPLACE AND/OR REPAIR, TO THE OWNER/OPERATOR, THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO B. ALL BRANCH CIRCUITS, FEEDERS, AND HOMERUNS SHALL BE PROVIDED WITH AN SATISFACTION OF THE OWNER AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANY DEMOLITION TO BE COORDINATED WITH LANDLORD AND LANDLORD'S ROOFERS. / / NGL r 0 a:Li J a `' INSULATED COPPER GREEN GROUNDING CONDUCTOR ROUTED IN THE SAME CONDUIT. PARTS OF THE INSTALLATION WHICH MAY FAIL WITHIN A PERIOD OF 12 MONTHS FROM - s/ CL , Q GROUNDING CONDUCTOR SHALL BE SIZED PER THE REQUIREMENTS OF NEC SECTION 250. CONSTRUCTION ACCEPTANCE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, PROVIDED THAT 14. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOMES THE PROPERTY NOTES: / I -SEATING ,/ L `� - C. HOMERUN LENGTH SHALL BEGIN AT HE CENTRAL POINT OF ALL DISTRIBUTED CIRCUITS SUCH FAILURE IS DUE TO DEFECTS IN MATERIAL, WORKMANSHIP, OR FAILURE TO FOLLOW THE OF THE CONTRACTOR WHO SHALL REMOVE IT FROM THE SITE. `' `"' _ f� z ,Y z TO THE PANELBOARD CIRCUIT BREAKER. SPECIFICATIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND/OR DRAWINGS. REFER TO LIGHTING PLAN FOR OCCUPANCY SENSOR LOCATIONS AND QUANTITIES. oo 1 , I °- - 0 NEEDED) _- `' c.r 15. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE, (IF (Y � �_ 8 0 o REMOVE DAILY AND DISPOSE OF IN A LEGAL MM IER. NO ON-SITE SALE OR BURNING OF 0 0 ,, o < L;., c, DEMOLISHED MATERIALS WILL BE PERMITTED. FINAL TERMINATION TO BE COORDINATED WITH DECOR SEATING AND ARTWORK. tom; O f' J i Po 16. LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 1 OCCUPANCY SENSOR CONTROL DETAIL REFER TO FOREVER YOUNG GUIDELINES. A18-279 - #04626 E1 .0' 0 2 PENDANT INSTALLATION DETAIL ` 7 1 0 i E1.0, j as R oVej o n '�+�i«� o�D J GENERAL NOTES Not part of this permit LTi � >- co ' - GENERAL EES ( N - L MAY APPLY) : GROUNDING: SECURITY AND DRIVE-THRU CAkER/ S^ c [) G1. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIRST METHOD SHALL Si. EC TO PROVIDE ELECTRICAL POWER AND COMMUNICATION CONDUITS FOR BUILDING MOUNTED SECURITY AND ~- |NCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME DRIVE THRU CAMERAS. COORDINATE FINAL LOCATIONS WITH SECURITY AND DRIVE THRU CAMERA INSTALLERS. 0_ INCLUDE [� CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER NEC SECTION 250 REQUIREMENTS. THIS c/ m INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE Lu EQUIPMENT GROUND BUS IN THE CORRESPONDING CIRCUIT BREAKER PANEL, AND THE OTHER END LIGHTING: c� TERMINATED AT THE GROUNDING CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUNCTION BOX OR --� ' ' '' '- TO AN EQUIPMENT CABINET, AS APPLICABLE. THE SECOND METHOD PROVIDES EQUIPMENT GROUNDING VIA L1. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGN. FINAL CONNECTION BY METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED IN FITTINGS LISTED FOR GROUNDING PER NEC OTHERS. SECTION 250 REQUIREMENTS. BOTH GROUNDING METHODS ARE REQUIRED IN A MCDONALD'S RESTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED z L2. COORDINATE THE LOCATION OF JUNCTION BOX (IN THE WALL) WITH THE OPENING IN TRELLIS (FOR THE � GROUND/DEDICATED CIRCUIT. m LIGHT FIXTURE WIRES). THE LOCATION OF THE JUNCTION BOX AND THE OPENING IN THE TRELLIS SHALL 5 5 BE ALIGNED FOR THE LIGHT FIXTURE TO BE INSTALLED PROPERLY. COORDINATE INSTALLATION OF i„a LLJ G2. THE BUILDING GROUNDING SYSTEM SHALL COMPLY WITH NEC A.RT|CLE 250' MCDONALD'S SPECIFICATIONS. c.L. cr. JUNCTION BOX AND ANY NECESSARY OPENINGS, IN TRELLIS WITH GC AND TRELLIS/CANOPYMANUFACTURER. CAUTION: IT IS A SAFETY HAZARD AND AN NEC VIOLATION TO HAVE ANY NEUTRAL TO GROUND � SEE LIGHT FIXTURE INSTALLATION INSTRUCTIONS FOR REQU|REWENTS REGARDING MOUNTING BRACKETS FOR CONNECTIONS BEYOND THE MAIN ELECTRICAL DISCONNECT MEANS. MCDONALD'S GROUNDING STANDARDS USE IN C-CHANNEL TRELLISES. -.-- PURPOSELY EXCEED THOSE GIVEN BY THE NEC. THE EC SHALL PROVIDE A BUILDING GROUNDING SYSTEM 0 MEETING NEC SECTION 250 REQUIREMENTS AS WELL AS MCDONALD'S STANDARDS. L3. EC SHALL FIELD VERIFY THAT LIGHT FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF co OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE �� BEFORE THE 'o "POS �� G3. EC SHALL REFER TO 'POS |SOLATED GROUND/DEDICATED CIRCUIT DETAL, FOR REQUIRED WIRING THE INSTALLATION OF SUCH FIXTURE(S). EC SHALL COORDINATE LOCATIONS OF ALL LIGHT FIXTURES IN p �� Lu +_ REQUIREMENTS OF COMPUTER PANEL Cp. DINING AREA WITH FINAL SEATING AND DECOR PLANS. �� �� < NI R, 84' METAL RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS AS - - REQUIRED BY NEC SECTION 250 REQUIREMENTS. L4. IF PC-POS CASH REGISTER SYSTEM IS INSTALLED, EC SHALL RELOCATE FIXTURES ABOVE FRONT N > COUNTER TO AVOID GLARE ON THE CASH REGISTER SCREENS. EC SHALL INSTALL CABLE WHIP TO - Lu FIXTURES SO THAT FIXTURE MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING CABLE WHIP. ch CONDUIT AND WIRE:V1' THE FOLLOWING WIRING METHODS SHALL NOT BE USED: NON-METALLIC SHEATHED CABLE (ROh•AEX' NM, L5� EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS TO AVOID INTERFERENCE WITH ANY CORBELS,& NMS), ARMORED CABLE TYPE AC (BX), ELECTRICAL NON-METALLIC TUBING, TYPE ENT TRUSSES, BEAMS OR OTHER SPECIAL iAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT 11111[SMURF-TUB[)� ORIENTATION PER MANUFACTURER'S INSTRUCTIONS YV2' CONDUIT RUNS MAY BE CQWB|NED EXCEPT WHERE ISOLATED GROUNDS ARE USED. |G CIRCUITS SHALL BE -~ RUN IN SEPARATE CONDUITS. ALL HOME RUNS SHALL BE SIZED BASED ON DERATED CONDUCTOR L6. THE USE OF INTERLOCK TYPE ''MC'' CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE PERMITTED BY lir AMPACITIES AND INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY NEC SECTION 310 REQUIREMENTS. LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO INTERIOR LIGHTING FIXTURES. ''RDMEX^ OR ''BX" SHALL NOT BE USED. ROB0SON W3. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO CABLE DURING PULLING. THE EC SHALL PIGTAIL �12 PULL WIRE AT EACH END FOR INSTALLER TO PULL CABLE. L7. EC SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS FROM THE LIGHTING PANEL TO ANY ENGINEERING,INC ALL LOW VOLTAGE CONDUIT STUB-UPS SHALL BE PROVIDED WITH A BUSHING. EXTERIOR LIGHTING FIXTURE OR SIGNAGE BALLAST. ,mm/40mAVE aSUITE a02 LYNNWOOD,WA 98036 2063643343TEL W4. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. NA|N|MUM CONDUIT SIZE L8. WHERE MCDONALD'S RESTAURANT HAS A PLAYPLACE, THE EC SHALL COORDINATE EXACT LOCATION OF PLAYPLACE LIGHTING WITH PLAYPLACE TOY VENDOR FOR MAXIMUM ILLUMINATION AND SAFETY PER THE c»wnw�mM�'�n� SHALL BE 1/2^ UNLESS NOTED OTHERWISE. WIRES INSTALLED UNDERGROUND OR OUTDOORS SHALL BE ' FINAL LOCATION OF THE PLAYPLACE TOY. LIGHTING FIXTURES SHALL NOT BE MOUNTED TO THE TOY THVY. OR ANY PART OF THE TOY STRUCTURE. W5. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS #8 AND LARGER SHALL BE L9. EC SHALL VERIFY ALL TAP SETTINGS FOR H.I.D.D LIGHTING FIXTURES AND MAKE ANY NECESSARY 0-D PROices STRANDED COPPER. ALUMINUM CONDUCTORS SHALL NOT BE UTILIZED FOR FEEDER OR BRANCH CIRCUIT CORRECTIONS PRIOR TO INSTALLATION. DISTRIBUTION'. W6. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, INSTALLED IN ACCORDANCE WITH ALL APPLICABLE / \r-\ CODES: �~~-~- ^- OUTDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE VV6) *~ ON . 1. EXPOSED: RMC, |�C -e *J� C. J1 2. CONCEALED: RMC, IMC. ~4��' ' �� \� 3. BELOW GRADE, SINGLE RUN: RNC, RMC. m ^'^( a RDe)� 4. BELOW GRADE, GROUPED: RNC, RMC. ^ �Q 5. CONNECT�N TO VI ION (INCLUDING TRANSFORMERS AND HYDRAUL|C, PNEUMATIC, 1�- ' - ELECTRIC S0LENO|D, OR MOTOR-DRIVEN EQUIPMENT): LFMC. U/� 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 3R OR 4. � 0- RB #: 621-161 INDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) u� � •(1) Q) �� co 1. EXPOSED: EMT, IMC. • s o 2� CONCEALED: EMT, IMO. �� 0 � " J CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, �� �� � � � � ELECTRIC SOLENOID, OR MOTOR-DRIVEN EQUIPMENT): FMC; EXCEPT USE LFMC IN DAMP OR WET 'm N �� � ����� � � - ~ '� N a 8 � ��� LOCATIONS. 0 m�m� � c 4. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. � �� � � � � z �� � . � � 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: A. DAMP, WET OR KITCHEN u z� �- a LOCATIONS; NEMA 250, TYPE 4, STAINLESS STEEL. � 3 t 2voCO� � � �~�� �o! �� 2 � �c TABLE W6: � �- nN �% © ma � � �. � = g O � COLDCAT|0N 208x. 48OV. LOW ENERGY* th � o -� � m"" � � � � m EXPOSED ��� o n � , � INDOORS < 1" EMT COMPRESS. FTGS |�C THREADED FTGS EMT COMPR. FIGS m�� � u - � N�� • '�� s � � � >1.25" IMC THREADED FIGS mww � -^ �� 2 �� ,� ��`r � OUTDOORS RMC OR IMC THREADED FIGS RMC OR IMC THREADED FTGS RMC OR IMC THREADED FTGS -~� � �' - " � W�& � " �� � = ��� CONCEALED | ' � . �m*� - zz � - N�� � � � 43 WALLS <2" EMT SET SCREW FIGS �2^ [WT 3ET SCRB�� FTQS E�T, , �� o � � z � >2.5" IMC THREADED FIGS �2 5^ IMC THREADED FTGS 1/2"- 2 SEI SCREW FIGS n*� /� � � t�0 � � 2 5'' - 4^ COMPR. FTGS � �� • � �� �� - � o ��� �� •� AIR HANDLING <2" EMT COMPR. FIGS 2" EMT COMPR. FTGS < �2 5^ [WT COMPR. FIGS � ��� 0 70 � � ��� � � �5 � � CEILING/SPACE >2.5" IMC THREADED. FIGS IMC THREADED. FIGS �� � zm � o_ \�_� � 2, ��� �� NON AIR ; <2" ENT SET SCREW FIGS <2" EMT COMPR. FIGS �2 5^ EMT SYMBOLS AND ABBREVIATIONS (NOT ALL MAY BE USED) � -= + � � � c� °� HANDLING >2.5" IMC THREADED. FIGS IMC THREADED, FIGS 1/2" - 2'' SET SCREW FIGS ^~ ' '`'`'`~�� ^ ``°`''`�-»/'`/ /~'`~ ' `~-'- cL CEILING/SPACE 2.5"- 4" COMPR. FTGS SYMBOLDESCRIPTION SYMBOLDESCRIPTION p �| BELOW GRADE >- F.-- >- _ ' ao < �� � ,� �� � + � m INTERIOR IMC THREADED FTGS OR IMC THREADED FIGS IMC THREADED FIGS SCHEDULE �+ SINGLE POLE SWITCH, 3W=THREE WAY SWITCH, K=KEYED SWITCHED \��/ BUZZER ON �� SCHEDULE 40 OR 80 PVC 40 OR 80 PVC III /�\ � �� cc '� - u^ / | | � TRANSFORMER \�/ BUTTON FOR BUZZER � CO ^c '� ^^ �� LI � -, EXTERIOR SCHEDULE 40 OR 80 PVC SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR 0 JB WITH DUPLEX CONVENIENCE OUTLET (FLUSH WITH CEILING) | 0 o PULLBOX m � 0 OR RMC THREADED FTC'S RMC THREADED FIGS RMC THREADED FTGS -EA JB WITH SINGLE CONVENIENCE OUTLET | PANELBOARD /-\ JB WITH DUPLEX CONVENIENCE OUTLET D D CIRCUIT BREAKER W7. CONDUITS PENETRATING FREEZER/COOLER SHALL SEALED IN COMPLIANCE SECTION - ALLTHE FREEZER/COOLER---� BOXSHALL BE SEALED NEC�-- �� JB WITH TWO DUPLEX CONVENIENCE OUTLETS A AMPERES 300 AND THE FREEZER/COOLER BOX MANUFACTURERS REQUIREMENTS. ~~ � 0 J8 WITH� FLUSH �FLOOR MOUNTED�OUTLET ACM AREA CONSTRUCTION MANAGER W8. PROVIDE THREE (3) 3/4" EMPTY CONDUITS FROM PANEL LP-1 UP TO THE CEILING SPACE AND CAP FOR FUTURE USE. 0 JB WITH SPECIAL PURPOSE OUTLET AFF ABOVE FINISHED FLOOR � �� �� �� JB WITH ISOLATED GROUND OUTLET (9 C CONDUIT �=" TEMPERATURE CONTROLS: 0 =105252 � '` '` �~' �� = |G4710, C9 =1G5261, �� C9 CCT CIRCUIT .,- 0 T1. REMOTE TEWPERATURE SENSORS: SHALL EC 1/2^ CONDUIT FROM JUNCTION BOX ABOVE CEILING /` INTERCOM STATION Y/ 3/4"C- TO MAIN STATION EC ELECTRICAL CONTRACTORDDWN TO SENSOR MOUNTED AT 4'-O" TO 4'-6" AFT. Ld �1 TELEPHONE JACK GC GENERAL CONTRACTOR -J u �� T2. SEE DETAIL ON SHEET W3.0. SEE SHEET M3.O FOR SENSOR MOUNTING DETAIL. LOCATION OF WALL ' � � �� �� � � � � � - �� � � uu < ' WOUNTED TEMPERATURE SENSORS ARE SHOWN ON SHEET M1.2 AND E2 O /-�� JUNCTION BOX - WALL OR CEILING MOUNTED QF|/GFC| GROUND FAULT CIRCUIT INTERRUPTER [l z to �� � � � ��' ' C] � 13. WHEN WIRING FOR PROGRAMMABLE THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDU|T, THE F���J�� DISCONNECT SWITCH CND GROUND �. � �< cz WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED 0STUB UP THRU ROOF 10 ISOLATED GROUND �J Ld -,:e�OVER FLUORESCENT 8ALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE VOLTAGE WIRING AS - _ - m ELECTRICAL INTERFERENCE (NOISE) WILL CAUSE ERRATIC CONTROL OPERATION. ALL THERMOSTATS SHALL BE /�� THERMOSTAT SENSOR W/ UP TO CEILING SPACE JB JUNCTION BOX �� �� � . .. \�� 1/2"C- U� -� � �� �� �� MOUNTED 4 -O AFF. ��« OL UO �� ^u � w m@� MOTOR CONNECTION KES KITCHEN EQUIPMENT SUPPLIER � - �� __ � FLAT PANELTELEVISIONS: CONDUIT RUN CONCEALED IN CEILING OR WALLS MLO MAIN LUGS ONLY CO | / | �� �� _ - ' --- - D� - -__ � ./.... �\ CONDUIT RUN IN FLOOR SLAB WP | WEATHERPROOF �- ' ,7 o u TV1. EC SHALL PROVIDE A DUPLEX RECEPTACLE AND A LOW VOLTAGE BROADBAND CONNECTION FOR THE � � � �� � � �� �� � � - - �- - � - - � / ^| �� {] �i � o '\ �� INSTALLATION OF FLAT PANEL TELEVISIONS. COORDINATE EXACT LOCATIONS WITH DECOR COMPANY. FOR �+T MANUAL SWITCH (T=THERMAL OVERLOADS) | � r� �� �� � LT) �� BROADBAND CONNECTION, EC SHALL PROVIDE A 4 X 4 BOX WITH A �/4^ CONDUIT STUB-UP WITH A - HOT (= ^" NEUTRAL (LONG), EQUIP GRD (LONG WITH DOT), & 8 79 - '46iit.--, 'BU3H|NG INTO ACCESSIBLE CEILING SPACE. ||yX & .X, DENOTES ISOLATED GRD 11111. ' b-C) J-BOX WITH FINAL EQUIPMENT CONNECTION | IRoVereonoo ongle d_ _ . . , Not part of this permit al NOTES AND DETAILS � � �� - - - - .- w w >- ° m R a E Cr) w Ch z z '' 0 0 W LU LY CC CLcx W LJ-1 S �y 0 0 co cv W O 6) t) W PB = Pullbox VIF = Verify in Field JB = Junction Box DUAL P Q I N T ELECTRICAL SCHEDULE EC = Electrical Contractor TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE RECEP TYPE HGT AFF REQUIREMENTS & REMARKS poi 215.00E10 AS POS REGISTER — FRONT COUNTER DATA CABLE — — 4X4X4 PB 1'-2" EXTEND 2 1/2" CONDUIT TO 215.00E11 FOR POS DATA CABLES NEEDED 114 215.00E11 AS P05 REGISTER - FRONT COUNTER DATA CABLE - - - 4x4x4 PB 1'-2" EXTEND 2 1/2" CONDUIT TO ABOVE CEILING AND TO 215.00E10 ROBIsON NEEDED FOR POS DATA CABLES. IF THERE IS NOT ENOUGH SPACE IN WALL TO ROUTE CONDUIT TO ABOVE CEILING, CONTRACTOR TO TRENCH TO ENGINEERING, INC NEAREST FULL HEIGHT WALL AND EXTEND 2 1/2" CONDUIT TO 1940140TH AVE W.,SLATE 302 ABOVE CEILING. LYNNw000,WA 936 2063649343 TEL CONTACT',:AMESYBARRA NOTE: 1 . EQUIPMENT SCHEDULE ABOVE IS FOR REFERENCE ONLY. EC TO FIELD VERIFY ALL COMPONENTS ABOVE ARE INSTALLED AND IF NOT, PROVIDE PROVISIONS WITHIN SCOPE OF WORK TO DO SO. EC TO PROVIDE ALL POWER AND DATA REQUIREMENTS TO ENSURE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. VERIFY ALL ROUGH-IN LOCATIONS WITH ACM AND MANUFACTURER'S ,WD PRO% SPECIFICATIONS PRIOR TO ROUGH-INS. G I N4-((...42:5',b 2. IF THERE IS NOT SUFFICIENT CAPACITY IN THE EXISTING COMPUTER PANEL FOR THE NEW COMPUTER CIRCUITS THEN CONTRACTOR IS TO REPLACE THE EXISTING PANEL WITH A NEW 42 CIRCUIT15,423 PANEL OF THE SAME AMPACITY AS EXISTING. NEW PANEL SHALL BE OF THE SAME MAKE, MODEL, MANUFACTURER AND HAVE THE SAME AIC RATING AS THE PANEL BEING REPLACED. c \ 3. RE-USE EXISTING CIRCUITRY AND BREAKERS. CONFIRM AMPERAGE AND BREAKER SIZE AS SHOWN ON SCHEDULE. IF NOT, PROVIDE NEW CIRCUIT BREAKER AND WIRE. •' ON o lb � ' c. 1 • 0. ' ARK D R OOS 0a 4.19 a 02__ ft LU D `'1 RE #: 621-161 U N i rt _ 2 .- ,L 0 U -6U v D 0 L 0 .NOA p i I L C aLgO C g:�: . ti 0 A� DONT ORDERING SYSTEV DETAIL -� ° OAJD 0 KEY \ OTES FOR � � J 61 t- I.- 1 FLAT PANEL TELEVISIONS: EC SHALL PROVIDE 1/2"C, 2#12, #12G POWER FEED TO A DUPLEX RECEPTACLE AND A LOW VOLTAGE a '"` ° 0., �4, 0 BROADBAND CONNECTION FOR THE INSTALLATION OF FLAT PANEL TELEVISIONS. COORDINATE EXACT LOCATIONS WITH DECOR FURNISH AND INSTALL °+ y O UN VI.- ti) v 41 COMPANY. FOR BROADBAND CONNECTION, EC SHALL PROVIDE A 4 X 4 BOX WITH A 3/4" CONDUIT STUB-UP WITH A BUSHING INTO RELOCATE EXISTING POWER, DATA, AND TELEPHONE FROM CIRCUITING FOR ELECTRICAL co 4,°o ACCESSIBLE CEILING SPACE. COORDINATE QUANTITY, FINAL LOCATION, AND REQUIREMENTS WITH DECOR PRIOR TO ROUGH-IN. WALLS TO BE REMOVED TO NEW WALLS AS NECESSARY. OUTLETS AS NEEDED. CONFIRM o °WITH GENERAL BEFORE BID. N .c a ° COORDINATE LOCATION OF RECEPTACLES SO THAT RECEPTACLES ARE LOCATED ON FULL HEIGHT WALLS PER THE DECOR PLAN. © p " 8 o PROVIDE POWER FROM SPARE CIRCUIT BREAKER WITHIN EXISTING APPLIANCE PANELS OR COMPUTER PANEL. .... - . -q) 1-'"" :12.,7 o , C ° >lr / ,-�� • _ .• � .__,�_._- b CAN � y N 110 2 E.C. TO PROVIDE AN ALLOWANCE IN BID TO PROVIDE TWO(2) FLEXIBLE POWER CONNECTIONS (1/2"C, 2#12, #120 POWER FEED) I Ii ,•; I ALL ITEMS ON THIS - II o o. a a o ELEMENTS AS PART OF THE DECOR PACKAGE. E.C. SHALL VERIFY EXACT �' SHEET ARE NEW - _:0-• c ,_ °' N FOR POWER TO FURNITURE/ FAMILY EXPERIENCE UNLESS OTHERWISE O 4 (NR) ` ` LOCATIONS IN FIELD AND WITH DECOR DRAWINGS. PROVIDE ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETE AND FULLY �� .- „ . 0 ° 2 '. ... :;, NOTED. ° . a.. -0 °'-0 NEC CODE COMPLIANT INSTALLATION. ALL COMPONENTS SHALL BE FED FROM A GFCI TYPE CIRCUIT BREAKER AND BRANCH CIRCUIT ' , J U o SHALL CONTAIN TWO PATHS OF GROUNDING (CONDUIT BODY AND AN INSULATED GROUNDING CONDUCTOR) TO COMPLY WITH I (215.00 IE10 a 215.00 I E11) O[ 2 a 0 _ a .� I • C . 0 McDONALD'S GROUNDING STANDARDS. ... I (NP� / o 6 �E� r © DUAL POINT FRONT ::: �8 �►tr 63PROVIDE POWER WITHIN CEILING FOR CONNECTION TO SELF ORDER KIOSKS. COORDINATE EXACT LOCATION OF KIOSKS WITH DECOR ,-- COUNTER LAYOUTVii,Lili:2_,1? DRAWINGS. PROVIDE 2#12,1 #12 GRD., & 1#12 ISOLATED GROUND ON A 20A DEDICATED CIRCUIT FED FROM THE EXISTING -- , \\ 4t' j 0 CONFIRM LAYOUT WITH Q_ MCD CONSTRUCTION o COMPUTER PANEL FOR EVERY ONE (1 ) DOUBLE SIDED OR TWO (2) SINGLE SIDED KIOSKS. IF RESTAURANT DOES NOT RECEIVE f n 8 i • - o� a _BOX (2) SPARE u _ ) 6 . I < L SUPERVISOR REFER TO o S 43- >, 0,. ,0 o PAKIONEL. "ALLSK, PROVIDE ELECTRICAL FEEDS FOR OTHEUIKI SKS ARE LTOT HANDLED BY TWO THE GENERAL 2CONTRACTOR'S ELECTRICIAN XON I SITE." ECU TO ! 9t� P �� DETAIL ON SHEET E1 .3 COORDINATE QUANTITY, FINAL LOCATION, AND REQUIREMENTS PRIOR TO ROUH-IN. , _ Q a, c., ,_ - a) L n --1' 4 r — o or a)_c RACEWAY PROVIDED 0_ REUSE EXISTING MENU BOARD El H L...-.._...... WITH COUNTER, TAMPER RESISTANT GFCI DUPLEX RECEPTACLE (1/2"C, 2#12, #12G POWER FEED) IN PUBLIC AREAS. EC SHALL PROVIDE PASS & CIRCUITRY FOR NEW DIGITAL INSTALLED BY E.C. SEYMOUR "SAFELOCK" 2095-TR-* ("*": 1=IVORY, W=WHITE, GRY=GRAY, BK=BLACK, RED=RED, LA=LIGHT ALMOND). SPECIFIED MENU BOARD. CONFIRM (REFER TO pETAIL ON o m CD o RECEPTACLE BECOMES DE-ENERGIZED UPON FAILURE OF GFCI DEVICE. NO SUBSTITUTIONS.(TYPICAL). COORDINATE LOCATION OF LOCATION WITH CONSTRUCTION o G N N RECEPTACLES SO THAT RECEPTACLES ARE LOCATED ON FULL HEIGHT WALLS PER THE DECOR PLAN. COORDINATE QUANTITY, FINAL SUPERVISOR. REFER TO i_ SHEET E1 .3) < rr 0 w LOCATION, AND REQUIREMENTS WITH DECOR PRIOR TO ROUGH-IN. DETAIL ON SHEET E1 .2 1 I �: c, Q W H Z ROUGH IN FOR FUTURE DIGITAL BULLETIN BOARD. CONFIRM LOCATION WITH ACM. 7 I :;01311i." 0 ct 5 0 cfl 1 EC TO REPLACE EXISTING HAND DRYERS WITH NEW AND MAINTAIN EXISTING CIRCUITRY FOR POWER CONNECTION. MODIFY EXISTING 10 `b RELOCATE EXISTING 6 REUSE EXISTING REFRIGERATOR CIRCUITRY ELECTRICAL AS REQUIRED FEEDER AS NECESSARY FOR COMPLETE TERMINATIONS PER MANUFACTURER'S SPECIFICATIONS. EC TO VERIFY QUANTITY, FINAL FOR NEW CUSTOM LOCATION, AND REQUIREMENTS PRIOR TO ROUGH-IN. FOR RELOCATED REFRIGERATOR. EC TO I FIELD VERIFY FINAL LOCATION. i. , .i,r E ; BEVERAGE BAR 7 VERIFY IF OPTIONAL TABLE TRACKER SYSTEM IS TO BE USED. IF USED, PROVIDE 2#12, 1#12 GRD, & 1#12 ISOLATED GRD. TO I _ N AVAILABLE SPARE 20A/1P BREAKER WITHIN EXISTING COMPUTER PANEL. CONNECT CIRCUIT TO TWO (2) IG RECEPTACLES, ONE (1 ) ALL 120 V CIRCUITS WITHIN KITCHEN/FOOD 111 I RELOCATE & EXTEND 2 0- LOCATED IN I.T. CLOSET AND ONE (1 )RECEPTACLE FOR MONITOR (TYPICALLY LOCATED AT HLS II RECEPTACLE FOR SERVER (TYPICALLY { ) HANDLING AREAS TO BE GFCI PROTECTED f I ' I POWER & CONDUIT FOR a: OR PICKUP COUNTER). COORDINATE EXACT LOCATIONS) IN THE FIELD AND REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. r' f I � ; ORDER BOARD MENU. w, VERIFY EXACT LOCATIONix _� ( i W/ ARCHITECTURAL ----I 0 8 -.--...2 REUSE EXISTING SHAKE- L, 0:. LI DRAWINGS. 1- NOT USEDMACHINE CIRCUITRY FOR - Z T RELOCATED SHAKE MACHINE. _ L un - U) 9 PROVIDE (5) 20A, 120V I.G. CIRCUITS FROM EXISTING COMPUTER PANEL AND (1 ) 20A, 120V CIRCUIT FROM A SPARE C/B IN AN III f I W x Lu EXISTING APPLIANCE PANEL TO FEED DIGITAL INTERRUPT PANEL. (1 ) 20A, 120V CIRCUIT FROM A SPARE C/B IN AN EXISTING `� APPLIANCE PANEL TO FEED 2 DCO'S SERVING THE BAKED GOODS DISPLAY. REUSE EXISTING FRONT COUNTER CIRCUITS WHERE SEE POSSIBLE KITCHEN ' EXISTING SS BEVERAGE BAR TO `- o X w a DRAWINGS FOR ADDITIONAL / LJ sn POSSIBLE. REFER TO DETAIL ON SHEET E1 .3. IF THERE IS NOT SUFFICIENT CAPACITY IN THE EXISTING COMPUTER PANEL FOR THE POWER AND SIGNAL -- REMAIN {� t ui NEW COMPUTER CIRCUITS, THEN CONTRACTOR IS TO REPLACE THE EXISTING PANEL WITH A NEW 42 CIRCUIT PANEL OF THE SAME 3 CAPACITY AS THE EXISTING. NEW PANEL SHALL BE OF THE SAME MAKE, MODEL, MANUFACTURER AND HAVE THE SAME AIC RATING REQUIREMENTS (NOT SHOWN). `` w r AS THE EXISTING PANEL. ELECTRICAL ROUGH IN PLAN _ O 0= ` 0 <\... _. . . . -.-_. ., 0 w 0 < LU 0 Lo 10 PROVIDE POWER CONNECTIONS FOR ORB MONITOR. EC TO REFER TO MANUFACTURER'S SPECIFICATIONS AND SHEET E1 .2 FOR POWER 316"=1 '-0" ~ N r 1 u uA REQUIREMENT PRIOR TO INSTALLATION. EC TO FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-1N. A18-279 — #04626 b,fer®ifcO only E1 Not part of this permit ELECTRICAL ROU'-IN PLAN LTJ ili >-- CC CC 04 _r 0 I 0_ El C.) cn LLJ0 z z O 0 U) v) • LJ o Cr. LI LI G 1 O 0 O) 0_ N W CO F-- � C\i < N Q C. d w '°(;iEja ROBISoN ENGINEERING, INC 9401 40TH AVE W..SL)ITE 302 LYNNWOOD,WA 98036 206-3643343 TEL CONTACT..AMESYBARRA ,c) 0 PROFFS GI N eF 6,/ , Z 154 PB = Pullbox VIF = Verify in Field ELECTRICAL SCHEDULE y 7 JB = Junction Box EC = Electrical Contractor TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS & REMARKS O '' or • 004.20E3 AS MENU BOARD - DIGITAL 120/1 5.3 20A - VIF (2) 1G5262 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION ,f.„ &c. 3 NEEDED ISOLATED R q. -,:) 004.21E1 AS MENU BOARD - DIGITAL - MEDIA PLAYER 120/1 1 .0 20A - VIF (2) 105262 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION 4_19 NEEDED ISOLATED i ()4' L. 216.05E9 AS ORB MONITOR 120/1 1 .5EA 20A - VIE (1) 104700 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION 7, NEEDED ISOLATED .t � #: 521-1b1 NOTE: EC TO PROVIDE ALL POWER AND DATA REQUIREMENTS TO ENSURE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. VERIFY ALL REQUIREMENTS AND ROUGH-IN LOCATIONS WITH ACM AND MANUFACTURER'S6 ° SPECIFICATIONS PRIOR TO ROUGH—INS. a ♦ ♦ E ° �_o•° Ln V ° C &'- ., D ''L-7aav u ° ,. N o Q� �oo .' 113U CZ° JB WITH ONE (1) o° +� ° a - N •- n� o u v Q a a a.) 1 1/2" CONDUIT TO ., O y. L "t, O - E O•C ABOVE CEILING WITH ao �1� a., °' E " ° °i o BUSHINGS FOR DATA o V♦ �. � � ° _ �° CABLES 216.05 E9 } O ci ° ° ° v P ° O 0 a1 O P I U) '-E O C O- O CJ OPTION 2: RECESSED 4X12 N. -a oD'N E � c JB WITH TWO (2) 2 1/2" JB WITH ONE (1) 1 1/2" CONDUIT TO ABOVEOPTION 1 : OPTION 2_ LOUVER TO 6 ip ° ° a, ° ;TB' CONDUITSLI=EVE JB WITH ONE (1) 2 EXHAUST INTO �, r ,_ , NCEILING WITH BUSHINGS FOR DATA CABLES vo0CONDUIT TO ABOVE CEILING HROUGH VALANCE 1/2" CONDUIT TO KITCHEN. GC TO 03 71WITH BUSHINGS FOR DATA LL TO ALLOW FOR ABOVE CEILING WITH PROVIDE (1) C ) 0 °' (vCABLESASS THROUGH 01 BUSHINGS FOR DATA LOUVER PER DMB. w D �' 0 ,_ w-- MEDIA PLAYER DATA CABLE. PROVIDE CABLESCENTER AROUNDD U °�1� � V:_s,, N � fnUSHING ON EACH .N- VEND / STUD SPACING. ° vI :t '�` ° 3U10QU\ _ I fp___ I •- -- I " I I � v no ❑❑ HORIZONTAL DIMENSIONS . -- pwo.Lono 6 NMI � o n ! I 11 N❑ REFERENCED FROM L - 0 ® a aT� � LA a> L)W — (1-;. w 0 trJ b 0 I „ I o oll � a c I)'c i✓ BOTTOM OF VALANCE : o o a. -- ° 1 � = - r ! o — — ,, , 3'L : ill o L ° ` J ° dl' O !, 0 3--- - - e R a I -�` o ': p� - p �� ° - ^ • o .O !' ° LL1 a: �I • 41 1l Ly 04.21 E� o I o ` • W W co Q L11 CC L _ l — I MI Q OPTION I • r-- L L_ ”' — p a o 4" CONDUIT SLEEVE THROUGH —� I , VALANCE WALL TO ALLOW FOR 11 ) , _—.. -- - ,I °;�' 1- , ,I 1. _--- _---_ PASS THROUGH OF DATA CABLE. . S� ° ' -711 . ',7— 4` c,," ° 1' ° ' 1i 14 1 --4 it upi ° ° Ill PROVIDE BUSHING ON EACH END. I1 e ( : I ; ; , ;:, , ; I. ! SLEEVE CAN BE ANGLED WHEN I ;� r NECESSARY. (ID E,.-.41111111 ( 4.20 E3) - HO (9 ® ® N Lv l (7, (-2-- BACK OF WALL VALANCE � a E .2 o a IJ_I Q a 0 Z v' Z tura W WCC fz � CY. ,� 0 c, v Y1 0 a' LI. H Y o CC {oQ 0W N CV 0r a W f= O' t- a NOTE: OPTION 1 IS PREFERRED IF AREA BEHIND BOARDS IS A x o d 0 NON—CUSTOMER AREA AND MEDIA PLAYERS WON'T BE INSTALLED ABOVE ( i RECESSED MENU BOARDS O o v, _ - J c�i c ) o Lia FOOD PREP. SLEEVES SHOULD NOT BE INSTALLED WITHIN CUSTOMERE1 .2% -•.:4 #04626 VIEW. IF AREA BEHIND MENU BOARDS IS DINING, RESTROOMS, OR // OTHER CUSTOMER—FACING LOCATION, USE OPTION 2. iftefsronc• only E 1 . 2 Not part of this permit IL DETAILS POS & COD ISOLATED GROUND/ DEDICATED CIRCUIT a a m 4 SOLID #12 AWG <EY NOTES • SHOWS CONNECTION/BONDING POINT \I- COPPER CONDUCTORSNLY. 8 1 THIS IS THE ONLY POINT WHERE THE ISOLATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE CONNECTED TO THE BUILDING'S GROUNDING Z SYSTEM. SERVICE ENTRANCE 3 PANEL CP COMPUTER 0 ' --- 9 2 SEE BUILDING GROUNDING DETAIL THIS SHEET. (TYPICALLY MDP) ONLY 1 4 A B C 3 1 -1/2" METAL CONDUIT: 4-#1 CU + 1 -#6 CU A B C BLK • Th 10 _ EQUIP GND + 1 -#4 CU ISOLATED GND. �10DA-3P RED _ LW STI n _ • G-N f TT BLU 1 GRN 4 ALL ISOLATED GROUND/ DEDICATED CIRCUIT o __.(1- Jf WHT l ': METAL JUNCTION 11 RECEPTACLE COVER PLATES SHALL BE ORANGE �- / 1 4 AWG GGRNYLW STRIP- 'Ii i i BOX HUBBELL PJ7C0 (SINGLE), PJ8C0 (ONE DUPLEX) E 0-0 , 12 OR PJ82C0 (TWO DUPLEX) MARKED "COMPUTER U N; 5 ONLY". Ld GRN/YLW } I 13 r 5 METAL CONDUIT SHALL CONTAIN ONLY P.O.S. 6 CIRCUIT CONDUCTORS (DEDICATED CIRCUIT). ONLY N « » USE RIGID NON-METALLIC CONDUIT BELOW GRADE IG WHEN REQUIRED BY LOCAL CODE. 0 0 7 u) co 6 EQUIPMENT GROUNDING BONDING CONDUCTOR ,? G (TYPICAL) CIC LU 1 ISOLATED GROUND BUS, ELECTRICALLY INSULATED LUZ Z L' III7 FROM PANEL ENCLOSURE USED TO TERMINATE a CC 0 0 ---- 2 ONLY ISOLATED EQUIPMENT GROUNDING o, CONDUCTORS. cv LTJ 10I-- 4 ALL CONDUCTORS SHALL BE SOLID COPPER AND „ C� o NOTES 8 TERMINATED TO THEIR APPROPRIATE TERMINAL 1 . ALL P.O.S. EQUIPMENT 5. EC SHALL VERIFY CORRECT POLARITY AT SCREWS BY WRAPPING THE CONDUCTOR (COMPUTERS,PRINTERS,MONITORS KVS, MODEM, RECEPTACLE. COMPLETELY AROUND THE SCREW BARREL AND (-4 HUB & COD) SHALL BE POWERED FROM THE TIGHTENING THE SCREW PER MANUFACTURER'S w COMPUTER PANEL. 6. EC SHALL VERIFY THAT SUBPANEL CP DOES TORQUE SPECIFICATIONS. NOT CONTAIN ANY ILLEGAL NEUTRAL TO ALL OTHER COMPUTER/DIGITAL EQUIPMENT GROUND BONDS. 9 ISOLATED GROUND RECEPTACLE SHALL BE POWERED FROM PHASE "A" IN THE HUBBELL-IG4700,1G4710,IG5262 OR 105261 . SEEOri A� COMPUTER PANEL. 7. PANEL CP SHALL ONLY BE USED TO POWER ROUGH IN SCHEDULE FOR THE APPROPRIATE id SENSITIVE ELECTRONIC EQUIPMENT, AS RECEPTACLE TO USE. 2. ISOLATED GROUND INSTALLATION SHALL COMPLY OUTLINED IN NOTE #1 . IT SHALL NOT BE USED v WITH THE REQUIREMENTS OF NEC SECTION 250 TO POWER ANY OTHER LOADS. 10 ISOLATED GREEN GROUND SCREW. ROBIsON • 8. IT IS A SAFETY HAZARD AND AN NEC VIOLATION 11 ISOLATED EQUIPMENT GROUNDING CONDUCTOR (GRN ENGINEERING, INC 3. EACH 20 AMP CIRCUIT SHALL HAVE IT'S OWN FOR THE POS SYSTEM TO HAVE ITS OWN W/YLW STRIP) 1940140TH AVE W.SUITE 302 ISOLATED EQUIPMENT GROUNDING CONDUCTOR. INDEPENDENT GROUNDING ROD. IF AN LYNNW0OD WA 4.3343 8938 INDEPENDENT GROUND ROD IS FOUND FOR 12 NEUTRAL CONDUCTOR TERMINATED ON SILVER 206-364-3343 TEL 4. ENTIRE GROUNDING SYSTEM SHALL COMPLY THE POS SYSTEM, IT SHALL BE BONDED TO SCREW. CONTACT.AM_sYBARRA WITH NEC ARTICLE 250 AND MCDONALD's THE BUILDING GROUNDING SYSTEM. 13 PHASE CONDUCTOR TERMINATED ON BRASS SCREW BUILDING GROUNDING DETAIL. 0,p PROFFS GINEF so / 15, 4 I-- •' ON O • 4. ./Rk D. Rae`s ;4- 02.1 4.19 Ll- REI #: 621-161 r r r ~- i ` ti v P w 1 �� ) DUAL POINT PICK UP If 1 Q a o of o.- " ,� STATION OVERSHELF A ` ! 10 + to o o r a� 9 o NEW ELECTRICAL I I ELECTRICAL 1 RECEPTACLES FOR L I I I" �-. 'C'J RECEPTACLE FOR ORB. r i MiORB N J '‘.(!), ,_,1-:,,q0 J-BOX FOR - 1 NEW ELECTRICAL hER �! _ - -- - _ :`-' 701.131 E3� �►�� �...� c a o va ao Ci I i. VERIFY LOCATION IN .4 0 c POWER - - - - - CEILING. RECEPTACLE FOR ORB. ;l-12---;- , , , p w ° a_ N • a_ N VERIFY LOCATION IN )2\ ' l I I I " .0 ° - U �" •+ 4 � ' 3'-Q" 2'-7" 2 i 1dw � ma a) CEILING. 1' /' / 3'-0" MIN. 2'-a' MIN. 2'-B" MIN. oo 0 v E*. a-c ' FD- z T - - L� I HUBBELL `- J-BOX FOR r.3 r� r�t h P/ a '' r.3� f) / / / 0 •_ ' _c a c •c '- IF 1 HBLALU5000BOXM290 lulu I �I �. 1 - 0 coo= o c I I I I 1 I rnl c� co Ln c3, cnlc� t0 cn (0 01 M', �! 1:G�'� 4'-0° STD. 3' 0" 5TD_ 3.-0" 5T0. cv p L PULL BOX WITH ' RACEWAY (TO 4 - - i n r o o ��o o c� o o O� " - �- c ,_ o a 2-1 2" CONDUIT TO u I BE 1' LESS 1 -/POWER PULL BOX WITH ,■ , ' QQ Ii5'-O" MAx. 30" 3' 4MAx. 3' 4MAx. j'-2' aouoo 0o \ I ® ® - 2-1/2" CONDUIT • 7�� Fri m mm m m�T r m mm r3 �` �/ / �^ t ,_ c+ / 6L� ® ® ® ® ®o i. 1N r a : a c ABOVE ACCESSIBLE n r L o I U THEN o ■ L (ADA HOLD)' N - QLfl HUBBELL O.Q �� -� c�� 4 • CD „ o D 0 E c CEILING FOR DATA _ �- _ COUNTER 1 ABOVE ACCESSIBLE �i . � � --� .-ti. ..0 ! �,-a OVERALL COUCJTER LENGTH VARIES a c u o o CABLES; I--`-' GREENF ELD LENGTH) HBLALU5000B02M290 - D CEILING FOR DATA ale OVERALL COUNTER LENGTH VARIES -� (SEE CHART BELOW) N ° v c L. s v CONDUIT, RACEWAY (2' LENGTH; CABLES I- (SEE CHART BELOW} / i i """ o �, o 3 DATA c LEs _ FRONT COUNTER ELECTRICAL ROUGH-INS FRONT COUNTER WITH WALL POINT INCORPORATEDCV -a 6 iia � o .=N\ - 11N15 Mk ICS u1 ° n ac n Q D.N ,� U C a) U (n ile8'',1/ 8"/ / SAMPLE ELECTRICAL SCHEDULE c ,, Q L ,_ 08 In D2 1 a TAG ; QTY DESCRIPTION VOLT/PH FLA 3RK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMLIJTS & REMARKS o a • o n o °�0 MODULAR COUNTER RACEWAY ( TYP . ) .5 � ��y 215.DOE1 4 POS PC HARDWARE - FRONT COUNTER 12(}/1 3.0 E4. 2QA lf2"C 2#1210 CP:17 104700 2'-0" EC TO RUN 3/4" COND IN WALL FOR FLUSH MTD SPCL. RECEP L c 0 o o E 1 . ISOLATED FOR KEYSTATIONS (MON{TOR,GPU & CASH DRAWERS) a .� °o 215.00E6 1 P05 PC HARDWARE - FRONT COUNTER DATA CABLE - - - - . 4x4x4 PB - as 1'-6" EXTEND 2 1/2" CONDUIT UNDER SLAB TO 215.00E7 FOR POS DATA a a o 0 N . T. u C`. .1.6-4-700 _ CABLES a c o.- '-- �] SEE ARCHITECTURAL DRAWINGS 216.04E1 1 ORB MONITOR (MINI) 120/1 1.5 EA. 20A 1/2"C 2#1210 CP;17 IG4705 1'-g" - a 1- a. 3 0 cc N FOR DIMENSIONS ISOLATED Q 216.05E1 1 ORB MONITOR 120/1 1.5 EA. 20A 1/2"C-2#1210 CP:4 IG4700 FLUSH ON - SYMBOL CATALOG # DESCRIPTION QUANTITY ISOLATED OLD 219.00E3 4 PCS - RECEIPT PRINTER/CASHLESS 120/1 0.7 20A 1/2"C-2#1210 CP:4,B SEE RMKS 164700 FOR RECEIPT LOCATED IN FRONT COU!'JTER POWER FROM CP:4 IN ~ >- L0 5 2'-0' i� 4' D O HBLALU57DR & IG4700 RECEPTACLE COVERPLATE WITH ORANGE, 1 PER ISOLATED GROUND RECEPTACLE ISOLATED PRESENTER'S BOOTH CP:4 I 1 TWIST LOCK, ISOLATED GROUND 701.13E3 1 000 - GENERAL PURPOSE 120/1 1.5 20A 1/2"C-2#12 AP-2:6 5-20R 1'-6" - Q LOLi DUPLEX RECEPTACLE WLu Z - DUAL POINT CONVERSION NOTES: LJ LL/ 4- a I HBLALU57DR & 5-15R RECEPTACLE COVERPLATE WITH STRAIGHT 1 s 0, ' BLADE DUPLEX RECEPTACLE 1 . ADDITIONAL POWER FOR CREW MINI-ORB AND SCANNER LOCATED UNDER COUNTER. SEE 216.04/DETAIL 1 (ELECTRICAL ROUGH-INS) 2. ADDITIONAL POWER FOR CUSTOMER ORB MONITOR INSTALLED AT FACE OF SOFFIT. SEE 216.05/DETAIL 1 (ELECTRICAL ROUGH-INS) 1 © I HBLALU57LPB COMMUNICATIONS COVERPLATE 1 PER REGISTER & 1 FOR DUAL POINT & 1 FOR ANALOG WIRELESS OPTION 3. SEQUENCE MENU BOARDS PER QUAL POINT STANDARDS 1 I HBLALU57BL BLANK COVERPLATE AS NECESSARY TO FILL RACEWAY - 4. NON-SEEQ INSTALL - PICK-UP SHELF MATERIALS TO MATCH CBB CELL WITH 1 OF 12 APPROVED LAMINATE SELECTIONS. KES TO ORDER FROM DECOR (E1 HBLALU5000B02M290 2' SECTION OF RACEWAY. INCLUDES 1 FOR PICK UP COUNTER AND AS NECESSARY TO MAKE ORDER COUNTER COMPANY. (VERIFIED AT TIME OF SURVEY) COUPLERS RACEWAY 1 ' LESS THEN COUNTER LENGTH 5. SEEQ INSTALL - PICK-UP SHELF MATERIALS TO MATCH DECOR FRONT COUNTER CORIAN SPECIFICATION. GC TO FABRICATE AND INSTALL TO I I HBLALU5000B04M290 4' SECTION OF RACEWAY, INCLUDES AS NECESSARY TO MAKE ORDER COUNTER RACEWAY 1' LESS THEN COUNTER SPECIFICATIONS. (LINEN OR RICE PAPER) COUPLERS LENGTH 6, SIGNAGE PACKAGE PROVIDED BY KES AND INSTALLED BY G.C. c az 1,_..._i HBLALU5000B05M290 5' SECTION OF RACEWAY, INCLUDES AS NECESSARY TO MAKE ORDER COUNTER RACEWAY 1' LESS THEN COUNTER 7. ADA PLATFORM SOLUTION DOES NOT MEET ADA REQUIREMENTS IN GA, IL OR FL. ° COUPLERS LENGTH S. 3'-0" MINIMUM ADA SPACE REQUIRED BETWEEN END OF PICK-UP SHELF AND FIRST KEYSTATION D Q HBLALU501OB BLANK END FITTING AS NEEDED 9. ORDER READY BOARD TO BE CENTERED ON PICK-UP SHELF OR ADA PLATFORM. Li < HBLALU5010B2M2 SERVICE ENTRANCE FITTING & BUSHING AS NEEDED THIS SLIP SHEET IS PROVIDED FOR REFERENCE ONLY. ADDITIONAL MODIFICATIONS TO THE HLZ, CENTER ISLAND AND POS SYSTEM WILL BE REQUIRED TO z Gl FOR DATA CABLES COMPLETE THE DUAL POINT SERVICE INSTALLATION, PLEASE VERIFY LAYOUT, NUMBER OF KEYSTATIONS AND DIMENSIONS WITH KES AND REGIONAL DUAL POINT LL_ a LEAD PRIOR TO FABRICATION OR INSTALLATION. (Y t. o Q (r; N/A HBLALU5701 COUPLER (INCLUDED WITH RACEWAY RECEIVE 1 PAIR PER RACEWAY SECTION -- «, 0 Q -- w o SECTION) Lam.'_" c9 a va L �i N/A HBLALU5709 GROUND ADAPTER AS NEEDED DUAL POINT FRONT COUNTER PLANS , 0 5 r SCALE: N.T.S..T.S. C Q � NOTES: ,-.io ] 0 1. RACEWAY AND RECEPTACLES TO BE PROVIDED WITH MODULAR FRONT COUNTER, INSTALLED BY CONTRACTOR. r� O s r 2. DEI AIL SHOWN IS A TYPICAL CONFIGURATION ONLY. SITE SPECIFICS MIGHT CAUSE DEVIATIONS. 'N '-` u) M " Tia -- #04626 Not part of this permit „L- 1... 0 3AM AM ROUGH-IN DETAILS KEYED I\ OTES OTE - - KEYED NOTES I NT.) GENERAL NOTES FOR DRAWING E2 . 0 : PROJECT DEMOLITION NOTES : co , ,m NEW DINING CAN LIGHTING. REUSE CIRCUIT AS APPLICABLE FOR POWER FEEDS TO NEW CAN CANOPY LIGHT: EC SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH CANOPY OUTDOORS LIGHTING. OTHERWISE, PROVIDE NEW 1/2"C, 2#12 POWER FEED TO CAN LIGHTS. TIE FEED INTO MANUFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE FIELD. EC SHALL COORDINATE P1. E.C. SHALL PROVIDE AN ADDITIVE ALTERNATE COST (ELEC-DT-1) TO PROVIDE LOCATION OF ALL EXTERIOR LIGHTS TO AVOID INTERFERENCE WITH ANY CORBELS, TRUSSES, BEAMS THE FOLLOWING PROVIDES A GENERAL SCOPE OF WORK FOR THE ELECTRICAL EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF NOT OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION POWER FORA NEW MENU BOARD, POWER AND DATA FEEDS AND CONNECTIONS CONTRACTOR FOR THE DEMOLITION REQUIREMENTS OF THIS SITE. THIS SECTION DONE PREVIOUSLY. TYPICAL. FOR A NEW COD, AND A LANE MONITOR. COD LOCATIONS SHALL EACH BE IS NOT ALL INCLUSIVE, AND THE CONTRACTOR SHALL VISIT THE SITE AND PER MANUFACTURER'S INSTRUCTIONS. (TYPICAL) PROVIDED WITH A NEW ISOLATED GROUNDING TYPE CIRCUIT, AND A NEW 2" COMPARE EXISTING CONDITIONS TO THE REQUIREMENTS DENOTED ON THE EMERGENCY FIXTURES ARE TO BE POWERED FROM INVERTER MODEL# LG1 -T. SEE EMERGENCY DATA CONDUIT TO NEW LOCATION. ALL WORK AND INSTALLATION LOCATIONS CONSTRUCTION DOCUMENTS TO DETERMINE THE EXACT EXTENT OF THE L LIGHTING NOTE FOR MORE INFORMATION. PROVIDE POWER TO INVERTER FROM NEARBY EXISTING DOWNLIGHTS/CANOPY LIGHTS. DEMO EXISTING CANOPY LIGHTS AND REUSE CIRCUITS AS APPLICABLE SHALL BE COORDINATED WITH THE MCDONALD'S PROJECT MANAGER PRIOR TO DEMOLITION WORK REQUIRED. E.C. SHALL PROVIDE ALL DEMOLITION WORK EMERGENCY CIRCUIT, WHICH IS TO BE POWERED 24/7. FOR POWER FEEDS TO DOWNLIGHTS/CANOPY LIGHTS, OTHERWISE PROVIDE 3/4"C, 2#10 FEED TO INSTALLATION. REQUIRED IN ORDER TO ALLOW FOR THE COMPLETE INSTALLATION AS DENOTED SCONCE FROM EXISTING LIGHTING PANEL, WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR P2. E.C. SHALL PROVIDE POWER FOR NEW EXTERIOR LAWN MOUNTED WALL WITHIN THESE DRAWINGS. NOT USED. BOX, IF NOT PREVIOUSLY DONE. WASHING LIGHT FIXTURES AS LOCATED ON SITE PLAN. NEW RADIAL WALL SCONCE, S1 W/S1 H. DEMO EXISTING CANOPY LIGHTS AND REUSE CIRCUITS AS OUTDOOR BUILDING LIGHTING/POWER APPLICABLE FOR POWER FEEDS TO NEW WALL SCONCES, OTHERWISE PROVIDE 3/4"C, 2#10 FEED LIGHTING D1 . THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL OF TO SCONCE FROM EXISTING LIGHTING PANEL. WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. THE EXTERIOR ILLUMINATED ROOF BEAMS FROM THE BUILDING. REMOVE BOX, IF NOT PREVIOUSLY DONE. (TYPICAL) ALL FIXTURES, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW o_2. LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM FACADE INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL WORK NEW RESTROOM CAN LIGHTING. REUSE CIRCUIT AS APPLICABLE FOR POWER FEEDS TO NEW CAN ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. WITH OTHER TRADES AND WITH THE PROJECT MANAGER. inu EMERGENCY LIGHTING NOTES LAMP SPECIFICATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM Lij LIGHTING. OTHERWISE, PROVIDE NEW 1/2"C, 2#1 2 POWER FEED TO CAN LIGHTS. TIE FEED INTO LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S D2. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF NOTCORPORATION. EXTERIOR ELECTRICALLY POWERED FASCIA SIGNAGE FROM THE BUILDING. EL1 . EC SHALL INSTALL A LOCK ON CIRCUIT BREAKER HANDLE, FOR ALL EMERGENCY LIGHTING REMOVE ALL SIGNAGE, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE DONE PREVIOUSLY. TYPICAL. CIRCUITS. EC SHALL VERIFY ALL REQUIREMENTS AND FINAL EMERGENCY LIGHTING LOCATIONS WITH 3. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGNS. NEW FACADE INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL LOCAL AUTHORITIES. INCLUDE ALL COSTS IN BASE BID. FINAL CONNECTION BY OTHERS. VERIFY EXACT LOCATION OF SIGN WITH piI McDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. WORK WITH OTHER TRADES AND WITH THE PROJECT MANAGER. o I I PROVIDE CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR. REFER TO OCCUPANCY DETAIL ON SHEET E1 .OA. ORDER ALL OCCUPANCY SENSORS FROM; SECURITY LIGHTING SYSTEMS, INC. EL2. IF NOT INSTALLED BY MANUFACTURER, EC SHALL BE RESPONSIBLE FOR THE COMPLETE LJ v7 G_ COORDINATE FINAL QUANTITY AND FINAL LOCATION WITH MANUFACTURER SPECIFICATIONS PRIOR TO 4. EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS WITH INSTALLATION OF THE EMERGENCY INVERTER BALLAST IN NIGHT LIGHTING FIXTURES SHOWN ON THIS D3: THE ELECTRICAL CONTRACTOR SHALL RELOCATE ALL EXTERIOR ROOF LJ n ROUGH-IN. McDONALD' S PROJECT MANAGER TO AVOID INTERFERENCE WITH ANY MOUNTED GENERAL PURPOSE OUTLETS AND ALL PHOTOCELLS AS REQUIRED r� SHEET. CORBELS, TRUSSES, BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. TO ALLOW FOR THE NEW FACADE INSTALLATION. COORDINATE EXACT z z INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION PER MANUFACTURER'S EC TO PROVIDE ANNUNCIATED DIMMER SWITCHES FOR DINING AND RESTROOM AREAS. EC TO FIELD EL3. ALL FIXTURES DENOTED AS NIGHT LIGHTING FIXTURES SHALL BE PROVIDED WITH A BATTERY INVERTER INSTRUCTIONS. EXTENT OF WORK WITH ARCHITECTURAL DRAWINGS AND IN THE FIELD WITH o 0 VERIFY FINAL LOCATION OF SWITCH BANK, WHICH IS ACCESSIBLE ONLY BY EMPLOYEES. EC TO FIELD EMERGENCY TYPE BALLAST. EMERGENCY BALLAST SHALL BE A TWO LAMP TYPE OF 600- 700 INITIAL THE PROJECT MANAGER. RECEPTACLES SHALL BE INSTALLED SO AS TO BE VERIFY REQUIREMENTS, AND QUANTITY OF DIMMER SWITCHES WITHIN THE SWITCH BANK PRIOR TO WITHIN 25'-0" OF ANY ROOFTOP HVAC EQUIPMENT PER NEC 210.63. o° LUMEN RATED (MINIMUM) TO ILLUMINATE FIXTURE IN THE EVENT OF A POWER FAILURE. BALLAST 5. EC SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN N L,J ROUGH-IN. BATTERY SHALL MAINTAIN 87.5% OF THE NOMINAL BATTERY VOLTAGE AFTER 1 .5 HOURS TO COMPLY DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. 04. E.C. SHALL VERIFY WHETHER EXISTING OUTDOOR RECEPTACLES ARE GFCI 1 N Q PER 505.2.2.3 OF 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE, AUTOMATIC DAYLIGHT WITH NEC SECTION 700 AND UL924. BALLAST SHALL BE AS MANUFACTURED BY BODINE, (MODEL B60 IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE N0 o Ci GC BEFORE THE INSTALLATION OF SUCH FIXTURE(S). PROTECTED. IF NOT, E.C. SHALL PROVIDE NEW GFCI TYPE PROTECTED CONTROLS SHALL BE PROVIDED FOR DAYLIGHT ZONES LARGER THAN 350 SQUARE FEET. THIS FOR T8 APPLICATIONS) SECURITY LIGHTING (MODEL UF0120 FOR COMPACT FLUORESCENTRECEPTACLE DEVICES IN PLACE OF EXISTING. E.C. SHALL ALSO PROVIDE DAYLIGHT ZONE IS LESS THAN 350 SQUARE FEET. THEREFORE, AUTOMATIC DAYLIGHT CONTROLS ARE APPLICATIONS) OR AN APPROVED EQUAL TO MEET THE SPECIFICATIONS LISTED ABOVE. LED FIXTURES 6. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL WEATHERPROOF COVERS FOR ALL OUTDOOR RECEPTACLES TO COMPLY N w NOT REQUIRED. EC SHALL PROVIDE INDIVIDUAL CONTROLS THAT CONTROL THE LIGHTS INDEPENDENT DENOTED AS NIGHT LIGHTING SHALL BE APPROVED WITH DUAL LITE LIGHTING INVERTER MODEL # CODES FROM SECURITY LIGHTING. WITH NEC SECTION 406.8(B). c OF GENERAL LIGHTING IN THE NONDAYLIGHT ZONE. LG1 -T. INVERTER SHALL BE CAPABLE OF ILLUMINATING FIXTURE FOR 1 .5 HOURS TO COMPLY WITH - FOR RED LETTERS USE #PRB (UNIVERSAL), GENERAL NEC SECTION 700 AND UL924. E.C. SHALL NOT INSTALL MORE THAN FOUR FIXTURES TO EACH - FOR GREEN LETTERS USE #PGB (UNIVERSAL), OR l 9 NOT USED. INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY. E.C. SHALL NOT INSTALL MORE THAN IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED D5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SALVAGE FOUR FIXTURES TO EACH INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY. SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE & DIRECTIONAL REQUIREMENTS FOR ALL EQUIPMENT REMOVED AS PART OF THE A ® EC TO CONFIRM IF EXISTING LIGHTING CONTROLLER IS 2014 OREGON ENERGY EFFICIENCY SPECIALTY ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. DEMOLITION WORK WITH THE CONSTRUCTION PROJECT MANAGER. ALL r. CODE COMPLIANT. IF NOT, REPLACE EXISTING LIGHTING CONTROLS WITH NEW EMS CONTROLLER. EL4_ EMERGENCY BATTERY LIGHTING WALL PACKS IN PLAYPLACE SHALL BE LOCATED SO AS TO PROVIDE INSTALLATION METHODS EQUIPMENT TO BE SALVAGED AND/OR REUSED SHALL BE PROTECTED VIP EC SHALL PROVIDE A 120V CONTROL CIRCUIT, 1/2"C, 2#12 POWER FEED, TO CONTROLLER VIA FOR MAXIMUM ILLUMINATION OF AREA. EC SHALL VERIFY EXACT PLACEMENT IN THE FIELD WITH FROM DAMAGE UNTIL REINSTALLED OR THE TIME PERIOD WHEN IT IS EXISTING SPARE CIRCUIT WITHIN APPLIANCE PANELS. VERIFY EXACT LOCATION IN FIELD AND REFER McDONALD'S ACM(IF APPLICABLE). 7. EC SHALL INSTALL ALL SOFFIT LIGHTING FIXTURES AWAY FROM BUILDING TURNED OVER TO THE OWNER AND/OR THE PROJECT MANAGER. ROBISON TO DRAWING E3.1 FOR ADDITIONAL DETAILS. WALL. FIXTURES SHALL BE LOCATED TO AVOID INTERFERENCE WITH D6. SEE THE GENERAL ELECTRICAL SPECIFICATIONS AND NOTES ON SHEET 1 EL5. EMERGENCY LIGHTING HAS BEEN DESIGNED PER NFPA 101 TO MAINTAIN 1 FC IN PATH OF EGRESS. STRUCTURAL MEMBERS ABOVE SOFFIT. ENGINEERING, INC 1 1 EC TO VERIFY IF EXIT SIGNS/ EMERGENCY LIGHTS ARE EXISTING. IF NOT, PROVIDE NEW EXIT SIGNS IF FIELD CONDITIONS REQUIRE ANY CHANGES TO LIGHTING DESIGN, EMERGENCY LIGHTING, SHALL BE E1 .O FOR ADDITIONAL GENERAL REQUIREMENTS. 1940140THO,w..96036SUITE oz 8. THE USE OF "MC" CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE �rnrrerooQwa3TEL / EMERGENCY LIGHTS. VERIFY FINAL LOCATION, QUANTITY, AND REQUIREMENTS PRIOR TO ROUGH-IN. INSTALLED TO MEET THE ABOVE REQUIREMENTS. PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO CONTACT:JAMES YEARRA EL6. EC TO PROVIDE LOCKOUT CIRCUIT FOR EMERGENCY LIGHTING CIRCUIT. THE LIGHTING FIXTURES. "ROMEX" OR "BX" SHALL NOT BE USED. 9. EC SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS �- d PROF - - -- - FROM THE LIGHTING PANEL TO ANY EXTERIOR LIGHTING FIXTURE OR RE FS SIGNAGE BALLAST. 01 IVEF S)0 SPECIALITY LIGHTING 15,4 y 10. SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS FOR THE FACADE ARCADE LIGHTING ELEMENTS, AND i' 01'r AWNING ELEMENTS. • �Oe� 1, O\ ARK D R 00\5 (TIP) ® _� I- - __. W _- - ___ _ _ - 1 I I: QM ■ ® I1 I O " � I II it (TYP) ® �1 02 ® 47 an' w• j �. n :I i II ® a PEI # 621-161 OWP ..... `�/ Q ;; -ii j- -7_...- w v ° �' (TYP} �' rLi I ° ° v I o °' ,p, .N 1 • 1 W I•I i ( F® � I f 10 cu 01,;,_ °_) ▪ °oma I I I avv • mv 0 ' o O o I e OSS ► 0 11. 3 J -0 o 73 a)I. El 11 TYP I o a N J! [: (gip) 1 fi' ! ® o ° N N DAYLIGHT ZONE �, I i I � 2 c 2 I [ DAYLIGHT ZO E I o �_ a o o Q (F125) (F12S) -._- _ 1 ;- - -1: © co a ° v 0 �'os 0 11E47 ®I :�iCS71 GM ® ° ° o '2s p ° CO O ® I O [ O 0 0 O i 0 0 0 1 ' r °' -E.8 ; I - o I L j I jE III ` I I ., iv Oi o*v O v ® (TYP I ' 1 11 011 - lilEfflO I I I '2d vo 0 cn 0 8 (TYP) la* 1 --..L. .0-----T-1 --0-7 - 0 lir 7?'---1 4112' ( 120- . 2S Gliga GREF _y_ : , p . `te , F12 /F12S` , I [I li EI °p -" Q I I 1 C2, N ,_ I6 2, N Q Y4c t _ - cFt2S) fF12S) -. F125) - _ 1 I N0.- ▪ 7 J0 o : o 0 E n oa . o® I I ( II I 51F ) (f1I: Ln c I ° � 2 i o 0 NU ' a L L i o1 E it I i I (TYP) I I I f I I 1 1 r. 1- E` r O � I m Q �] G 1 F120 1 .F12S) liED agit 1' z N VON ' 1 I {NP) I I !I III r I -LL EXISTING LIGHTING WITHIN THIS Ij III III BOUNDARY TO REMAIN AS IS UNLESS411011 (F12S I 1 f T ii1I iii � 1 12 II OTHERWISE NOTED. REPLACE O O I O I I BALLASTS, LAMPS, SHIELDS, ii - II _ _ NECESSARY TO ENSURE FULLY F12S� Ii1�.. ® r�.� TY ......� J... . _ flWP- ETC. AS 1O 0 0 ' 0 ( I IJ {TYP) �' OPERATIONAL LIGHT FIXTURES. __.._.._ I- I ! - I DAYLIGHT ZONE __ I �. ®11 I I r j(Ft2s�- •�..� ...r; �_ � �`>> �� C12sE> � �►-.._. _. (F12S') I cc :, ir L L ..-... . L__ ! O O O O o O , LdQ LD F20 2 1 :__ ( F20 3 I L I SEE SHEET El .0A FOR LIGHTING FXITURE SCHEDULE U `` 0 j I ! i " ® ®' II SEE SHEET El .0A, E1 .08 FOR GENERAL NOTES. Li0 a LL 0 , ��--__ II ELECTRICAL CONTRACTOR TO VERIFY ALL o . ;__KINE_ _ _- ' SCOPE OF WORK WITH ACM AND/OR GENERAL a_. -' a▪ i `�' O I TYP - - CONTRACTOR PRIOR TO BID. ? Lu 1,3 T J � I ®o W (TYP Q; R -.. _.-.-. W WP® e (TYP) I 1 LIGHTING FLOOR PLAN a o 8 d " S I 0 CPT) I; E2.0 3 16 1 '-C" o w J 0 -- - - - -L - - � -- III - '- ---'1- -- ---- '-'_ -'-'- -- -- �. : EI I I II GM ii II - - I 'I II®�. � A %9 #�?4r 26 efer f - E 2 . 0 Not part of this permitkir �G Lkd-TIIJ, PLAN 1 ROOF LED FIXTURE SCHEDULE ( NOT ALL MAY BE USED ) E.--., iii ,_ .. Cr SEE NOTE 1 ,2 LAMPS MANUFACTURER AND - � (TYPICAL) MARK SYMBOL DESCRIPTION DIFFUSER I WARS TYPE BALLAST MOUNTING CATALOG NUMBER -- II o DOWN ONLY ACCENT LIGHTING TEMPERED PER LED � _ SURFACE SECURITY LIGHTING: SL-LED-HE-36-D0-120-PS LED FIXTURE SLEDS GLASS HOUSING FIXTURE I _ DOWN ONLY ACCENT LIGHTING TEMPERED 1-10W LED - SURFACE SECURITY LIGHTING: HIRAF-HE-LED-24-D0-120-PS LED2D-HE il GLASS PER SEE NOTE 1 ,3,4,5,6 FIXTURE (TYPICAL) DOWN ONLY ACCENT LIGHTING TEMPERED PER 4W LED - SURFACE SECURITY LIGHTING: HIRAF-HE-LED-36-DO-120-PS LED3D-HE = GLASS FIXTURE _ TEMPERED 1-19W SECURITY LIGHTING: HIRAF-HE-LED-48-DO-120-PS 0 LED4D-HE o DOWN ONLY ACCENT LIGHTING PER LED SURFACE GLASS FIXTURE - E 7 UP ONLY ACCENT LIGHTING TEMPERED 1-16W SECURITY LIGHTING: EL218-W-5-8L-5K-UV-VWH-JW U' PARAPET CL1 LED (SEE PLAN) GLASS PER LED - SURFACE G FIXTURE zz O O V5 (7 L1 W CC Of CC a W LJ 0 O ROOF / 0) —• co"--. Q O ° © LED LIGHT DETAIL NLL E2.1 NTS n. GENERAL NOTES 0,41 1 . PLACE LED FIXTURE AT DESIRED LOCATION AND INSTALL FIXTURE FROM LEFT TO RIGHT WHEN FACING v II ARCADE AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS RECOMMENDED BY MANUFACTURER. ROBISON EC SHALL CONNECT NEW FIXTURES TO THE NEXT AVAILABLE SPARE 120V CIRCUIT AND MAKE ALL ENGINEERING, INC 2. ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. I9401 40r++avE w..sure 302 LYNNWOOD,WA 98036 206.3643343 TEL CONTACT LMS YBAJRA 3. POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN FACING ARCADE. 4. OVERALL FIXTURE RUN TO BE CENTERED ON OVERALL LENGTH OF WALL. ,ED PRO,,c-FS G ! NFA 3-> 5. LED FIXTURE SHALL MATCH COLOR OF CANOPY EITHER PLATINUM SILVER(PS) OR YELLOW (YL). VERIFY LED Cp COLOR WITH AREA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 15,423 � 6. CONNECT NEW LED FIXTURES TO EXISTING LIGHTING CIRCUIT(S) AS REQUIRED. ENSURE THAT CIRCUIT .' OM^ BREAKER AND CONDUCTOR SIZES DO NOT EXCEED 1200 WATTS ON A 15A CIRCUIT AND 1600 WATTS ON A 20A CIRCUIT. VERIFY EXISTING CONDITIONS AND REQUIREMENTS IN FIELD. PROVIDE ADDITIONAL CIRCUITS �, (C.B.,W!RING,CONDUITS )AS REQUIRED. ARCH LOGO Pc 31, O� G N n ARK D R p.5\S L17:74,1 — :. 4._. .-. -w.w. ..-.T �.�.. �_..._ _... .._1 ..i1---Tr- --- - - -' - - — — ,t— — — I a /i _" li II II II I' I I II II l I I I I I II 11 I'I II s I II !1 II WP LED4llII l O�� I 11 I' V'y'P D I' 1 REI {#: 621-161 P L L1 'E L LE__ _ _ ._._.. .— — --- -_..1J— — --- -_.. ._. u L_L'._._ _._... ._ O _ _L _... _.--1; �, LEU4U-HE LED4U HE - II a s Q 0 z+ v-0 o CO m o s- 3 ....... -_._ ..... ?, 0 E3 E4 _._. -._._ ._ .... .__.E3 E4 Il} ? a� o ° �: - KEYED NOTES �._ --- _ —._ v ' J ° ro 0 I ` j€� ) H r, a o V o KV, REMOVE EXISTING FASCkA AND LOGO SIGNS AND , ! III °' 1 ° o .1 N- 2 v REUSE/RELOCATE/OR PROVIDE NEW CIRCUIT FOR POWERING OF Q T a .-(1- o In a • NEW FASCIA AND LOGO SIGNS. PROVIDE 3/4"C, 2#10 FEED £3 E4 I ' CL1LES Q a, " a v FROM EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING McDufJriLDS !fit °i E - 2 TIMECLOCK AND CONTACTOR BOX. I ` Vr FASCIA SIGN a V✓ 0 I II m o pO• ° � , U C � ° C � w3Wf '! ! E1 ® O 0� v 0 o LC. SHALL PROVIDE A JUNCTION BOX FOR ARCH LOGO / I:E .1, -6,0 ° ° 0 ° E2 -_ 3 McDONALD'S FASCIA / PLAY-PLACE SIGN. PROVIDE A 'I` N WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGN. II -0 ° g U .• ° ° FINAL CONNECTION BY OTHERS. COORDINATE EXACT LOCATION III — c ._ - ,_ IN FIELD WITH ACM. ALL SIGNS PROVIDED WITH INTEGRAL '2 ~ v 0 f'! � DISCONNECT SWITCH FROM MANUFACTURER.(TYPICAL) -. i 1!I C a = (v ' CUSTOM LED FIXTURES FOR ARCADE WALLS AND HEARTH. ( I - ,. . - U ` 0 0 w z N- ° C Al -p Q U N— y E3 CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, k -) /i /6. CI a o; a N a) LOCATION, QUANTITY, FIXTURE LENGTHS, AND ALL ELECTRICAL �i-1 IBMI 0 0 0 0 0 a CONNECTION REQUIREMENTS WITH SECURITY LIGHTING PRIOR TO {- 'I L'Ii1 U N - o_ ° ORDERING AND INSTALLATION (TYPICAL). PROVIDE 3/4"C, 2#10 j /1 rv' (,-....-.4.,, , , ALL ROOT- 10P EQUIPMENT IS ° 2 FM c °' �_, FEED FROM EXISTING LIGHTING PANEL AND WIRE THROUGH I 1 I 1' ‘. \:.'h, ' ° ° °8 ° ° ?- EXISTING EXISTING TO REMAII' , UNLESS u(1-. v ° EXISTING TIMECLOCK AND CONTACTOR BOX. I I �-- N ° a N ° OTHERWISE NOTED. I w , o o� vs E % F- a3 - C .... 0 y.. E41 SMOOTH BRACING IS REQUIRED FOR LED FIXTURE INSTALLATION ! (! n ) UNDER COPING/FLASHING.(TYPICAL) I ,I II W ---- ! ; I 't -7 ,..� 1 VP W [moi, J (.1�r,� I I a CY - LiJ l ,r-�-- . L. ..�.._... I 1 1' i :. � 1 q�.,i,,,! L7 LL •1 1V-TIl H i,'(1 I i _I ( 'S( ! I 1:I I;i �I III 4'I x€: w .. ...._I; N � A61 I-- a I 1Q p ' I ILti 1 i l `-r s- J W t L I 4 ARCH LOGO -._._.. SIG ® Q �� L ca y v~ I 1 ^ z ,n z LVI W , 4r • II !I 11 // w �� 'I CL.. _ a y - o w ' C� �- c�i ;r r I7 7 T- Ir -1 — — — 1I — I a ELECTRICAL ROOF PLAN r n o c, o \.;\..v. // III II 1I II fi II I 11 Il 3/1 6"= 1 —0 _ N III II I€ 11 II II Il 11 II ® (�1- 4- .-. ..._._ ____ .___ -- -1I- - -- - - - - _.- .._. _ -11-11- - - _ ,A1 ---J niy A18-279 i./0462,'..'2 Not part of this permit ` i. I ELECTRICAL ROOF PLAN r(lfvO�rut qmp o/1o:C/vk r urrou.P LTA w EL m . J 3. Exempt lighting fixtures are equipped with a control device independent of the control of the nonexempt lighting and are identified in i"-• Section 3 table above- d LI- Plans U Plans reference taaga'sectiorr COMcheck Software Version 4.0.8.00 L.,.., Section 5: Compliance Statement Exterior Lighting Compliance Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications Certificate and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2014 Oregon z Energy Efficiency Specialty Code requirements in GOMcheck Version 4.0.8.0 and to comply with the mandatory requirements In the Z O O Requirements Checklist_ �1 Section 1: Project Information (7; MARK ROBISON, P.E 07/05/18al 1,J Energy Code:2014 Oregon Energy Efficiency Specialty Code a_ o' Name•Title Signature Date Project Title: McDonalds Tigard, OR €r cc Project Type:Alteration w w Exterior Lighting Zone: 2(Neighborhood business district) O 0 Construction Site: Owner/Agent: Designer/Contractor: Tigard,OR MARK ROBISON 0-, 0:1 ROBISON ENGINEERING,INC. re Ler 19401 40TH AVENUE W.SUITE 302 ` N t- LYNNWOOD,WA 98036 N \ Q (206)364-3343 D mrobison©robisonengineeri ng.com N > Section 2: Exterior Lighting Area/Surface Power Calculation 4' A B C D E F Exterior ArearSurtace Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts 1 Unit (B Y Main Entry(Main entry) 3 ft of door width 20 Yes 60 126AID El Drive-up Windows(Drive-up windows doors) 2 windows or doors 400 No 800 72 Total Tradable Watts'e- 60 126 V Total Allowed Waits= 860 TolaiAiiowedSupptemental4Yatts"'= 600 ROB1SON 'Wattage tradeoffs are only allowed between tradable areaslsurfaces. "A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. ENGINEERING, INC :9401 40TH AVE W..St l:TE 302 Section 3: Exterior Lighting Fixture Schedule L 2NWOO64°WA 34398036 L A a C D E CONTACT JAMES YEARSA. Fixture ID: Description I Lamp f Wattage Per Lamp 1 Ballast Lamps; fr of Fixture (C X D) Fixture Fixtures Watt. Main Entry(Main entry 3 ft of door width►:Tradable Wattage R LED 1:S1HTS1W:Radial Wall Saonce:Other. 1 5 14 126 0-- OFFS Drive-up Windows(Dove-up windowstdoors 2 windows or doors):Non-tradable Wattage �' j N EC�,p s/0 i. LED 1:F12T:Canopy Downlight:Other: 1 6 12 72 Ca 15,42 42 Total Tradable Proposed Watts= 126 r Section 4: Requirements Checklist Os Ohr Fri the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met.Choc/enures 0 • identify requirements that the applicant acknowledges are met or excepted from compliance. Plans reference page'section'identifies where in ,� NC 1 • ' the plans/specs the requirement can be verified as being satisfied. 44) \SD m rl D. R00 Controls, Switching,and Wiring: o g s/ 1. Lighting designated to operate more than 2000 hours per year for Uncovered Parking Areas shall be equipped with motion sensors that 14....- will reduce the luminaire power by thirty-three percent or turnoff one-third the luminaires when no activity is detected- --,t O2,-- Plans reference page/sectiona REI #: 621-161 Exterior Lighting Restrictions and Exceptions: v -a a� �w t✓ 2. Mercury vapor and incandescent lighting is not permitted for use as exterior lighting. --i � L o N O a 0 0 C N 0❑ N Q o Project Title: McDonalds Tigard,OR Report date: 07/05,18 Project Title: McDonalds Tigard,OR Report date: 07105/18 J e Pe a�,� v-m ❑ Data filename: F:1 FHm1, McDonalds).621-161 McD Tigard-Main, ORiDwg1OR.cck Page 5 of 5 Data filename: Fc_FHO:_McDonalds1621-161 MCD Tigard-Main,OREDwgrOR.cck Page 4 of 5 se a L ❑ ° O ID 0 v-❑ 2,-',8° o .+ _ a,,, m " a Except/arks): single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(Le.,north,east, -° 8i ' v L L u te v a -' e a ie south,west).Daylight zones under skylights shall tie controlled separately from daylight zones adjacent to vertical fenestration. a) ❑-c v.o I] Where electronic high-frequency ballasts are used. 07firi v a - ° a- lp Luminaires on emergency circuits. Plans reference page/section p ° -c, ❑ C 4 a u , 0 c a,COMcheck Software Version 4.0.8.0 ac U Luminaires with no available pair in the same area. s/ 4. Inferior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and {� ma e ° c each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are 0 , 00 o o o Interior Lighting Compliance -c _c ❑ ti) 0 , Plans reference pagefsection a remote switch that identifies the lights served and indicates their status. Certificate w Uva o Plans reference a/section- L 17 g o j., E 0 J 17 Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control 9 ❑ c U ❑ a o of the nonexempt lighting_ c U v e(7.., as le v 5. Sleeping unit controls.Master switch at entry to hotelimatel guest room. mini `1) u, L Plans reference page/section: Plans reference page section l� o mi l- '-" ° ° Section 1: Project Information o -0 0- L j 18.Each dwelling unit in a building is metered separately- 6. Egress lighting.Egress illumination is controlled by a combination of listed emergency relayand occupancy sensors to shut off duringC - Q o _ c e �/ pa Y to in ° u} o Plans reference pagefsection periods that the building space served by the means of egress is unoccupied. Energy Code: 2014 Oregon Energy Efficiency Specialty Code 0 o U m Project Title:McDonalds Tigard, OR _ui�^ c o L1}' Plans reference page/section. Project Type:Alteration Q -o ° ti v v Interior Lighting PASSES c ° a a L e _ t/ 7. Additional controls.Each area that is required to have a manual control shall have additional controls that meet the requirements of Construction Site: Owner'Agent Designer/Contractor: f♦ o O o v' .0 0 ) o Sections 505.2.2-1 and 505.2.2.2. Tigard,OR MARK ROBISON V N 0u `� 0 n C D ROBISON ENGINEERING,INC, it Section Compliance Statementc w a Plans reference page/sectiona a,._ 19401 40TH AVENUE W.SUITE 302 L O - o ei Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans-specifications and be 8. Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting load by at least LYNNWOOD,WA 98036 @ o O ❑ 0 { other calculations submitted with thispermit application_Thelighting system has been designed to meet the 2014 Oregon Energy50 percent by either ° e 4 `n o t�P proposed g 9 Y 9 (206)364-3343 w v 3 a o Efricienc 5 a Code uiremenis in COMcheck VerSlol 4 0.8 0 and to Com 1)controlling(dimming or multi-level switching)all luminaires;of mrotsison r r7 L N v o u v 0 y per 1ty req ply with the mandatory requirements in the Requirements obisonengineering.conl ¢ in a to 5 Checklist. 2)dual switching of alternate rows of luminaires.alternate luminaires or alternate lamps:or c_ s o L o e a v �� 3)switching the middle lamp luminaires independently of other lamps:or cL ~ 1- a e _ c . v' MARK ROBISON, P.E i 07/05/18 4)switching each luminaire or each lamp. Section 2: Interior Lighting and Power Calculation Name-Title Signature Dune Plans reference page/section: A S C D w 9. Buildings larger than 2.000square feet are equipped OD Area Category Floor Area Allowed Allowed Watts >- i- �_ >- 0 ige g g with an automatic control device to shut off lighting in those areas-This automatic i 0 w 0 (ft2) Watts 1f2 iBxC) 0 O l control device shall function on either: CNi 0 I- vi C-`t 1)a scheduled basis,using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not Dining(Common Space Types:Dining Area-Family Restaurant)(Coiling Height 1925 0.94 1810 • >y c,J - I C. e D c..t - w exceed 10,000 square feet and are not more than one floor,or 12 ft.) Q u w 2)an occupant sensor that shall turn lighting off within 30 minutes cif an occupant leaving a space;or Restroom(Common Space Types:Restrooms)(Ceiling Height 12 ft 1 150 0.82 123 o - 5 a 3)a signal from another control or alarm system that indicates the area is unoccupied. Total Allowed Watts= 1933 aw o rA tai ;dewed watts per sq,ft.adjusted for ceiling height. Plans reference page/section• 3 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Section 3: Interior Lighting Fixture Schedule Plans reference pagefsection: A B C D E `e 11 An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. Fixture ID: Description I Lamp I Wattage Per Lamp I Ballast Lamps/ i#of Fixture IC X Di Fixture Fixtures Watt. Plans reference page/section, Dining(Common Space Types:Dining Area-Family Restaurant 1925 sq.ft.l 12-Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving aN7 J LED 1;F125iE:6'LED Recessed Downlight:Other. 1 72 12 864 N space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and Restroom(Coman Space Types Restrooms 150 set.) N Common moms oms up to 1000 square feet, e- cr., LED 6:F12SrF:6'LED Recessed Downlight Other: 1 6 12 72 nt Plans reference pagefsection: Total Proposed Watts= 936 cc0 w ✓ 13.Occupant override Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an ovemde switching device Li o that:1)is readily accessible,2)is located so that a person using the device can see the tights or the area controlled by that switch,or Section 4: Requirements Checklist a< so that the area being lit is annunciated.3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an L) 0 override is initiated,and 5)controls an area riot exceeding 2,000 square feet. In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met-Checkmarks Li ¢ PI identify requirements that the applicant acknowledges we met or excepted from compliance. 'Plans reference page/section'identifies where in Plans reference page/section; CD x `r' the plansfspecs the requirement can be verified as ging satisfied.. 0 Z v') ` ✓ 14.Hoiiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature -- 5 CO that turns off all loads for at least 24 hours.then resumes the normally scheduled operation. Lighting Wattage: �� c LEL o .z 1. Total proposed watts must be less than or equal to total allowed watts. c' 0 11:. cn - Plans reference page/section: Allowed Wattage 1933 Proposed Wattage:936 acc a ve V' 15.Exterior lighting controls.Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a Complies:YES a -� er Imo- w 0, photosensor and a time switch,or an,:,.:w.. enieel time switch.Lighting designated for dusk-to-dawn operation shall be controlled by a w s cu an astronomical time switch or photosensor. et Mandatory Requirements: Q (4ve 2. Exit signs.Internally illuminated exit signs shall not exceed S watts per side. G ;> r Plans reference page/section: w ce o Plans reference page/section: CC G to er j 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: — n- & t�. O a o o f Fluorescent luminaires equipped with one,three re-add-numbered lamp configurations,that are recess-mounted within 10 feet we 3. Daylight zone eaniroi.All daylight zones are provided with individual controls that control the lights independent of general area lighting LijC) 'CD el < o ,4 m i center-to-center cif each other. in the non-daylight zone.In all individual daylight zones larger than 350 sq.ft._automatic daylight controls is provided.Automatic r---• 'I f u 'u I to 2.Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, til within 1 foot edge-to-edge of each other- while maintaining a uniform level of illumination-Contiguous daylight zones adjacent to vertical fenestration may be controlled by a - ' #04626 E 3 0 C)a Project Title: McDonalds Tigard,OR Report date:07/05;18 Project Title: McDonalds Tigard,OR Repor.date: 07/05/18 Project Title: McDonalds Tigard,OR Report date: 07,05/18 Data filename: Fe_FHOE_fvlcDonalds''621-161 McD Tigard-Main,ORSDwg1OR.cck 'age 3 of 5 Data filename-F:1_FHOMcDonalds1621-161 Mel)Tigard-Main,ORtDwglOR.cck Page 2 of 5 Data filename:F:',,_FHO1_MCDonaidsl621-161 McD Tigard-Main,ORlDwg1OR cck Page 1 of 5 i Le T LiIERLi (_:,_nuc COMFLANCE Ul -) ., ) I /-%E. X i. ��d— A U.) H I N '6° -- , \ 0 `�'IL. V LX ' S �- 1 NERGY MANAGF \4ENT sYsTENAH = EO [ 1 R - \ w w ? FOR REFERENCE ONLY, EC TO FIELD VERIFY AND CONFIRV EXISTING LIGHTING CONDITIONS AND REUSE AS NECESSARY I EMS SYSTEV SHALL BE ORDERED BY ACM/GC/EC OR 0/0. COORDINATE WITH INTERIOR CUSTOMER LIGHTING EXTERIOR LIGHTING EXTERIOR SIGNAGE ASN/ PRIOR TO BID ON WHO WILL ORDER . C4 C.) o {� SPARE SPARE LP 24 1 I I PARKING LOT EXISTING McDONALD'S FRONT SIGNAGE ORDERING , INSTALLATION & TECHNICAL ASSISTANCE INFORMATION : LIGHTING SPARE 2 SPARE LP-26 2 I EXISTING L McDONALD'S BACK, DT & NON FTAp� N K E E � a 615 - 4 6 2 -"- 4159 ORDER ) ; DT SIDE SIGNAGE 3 + I LP-35 WIRE LEGEND z SPARE ` SPARE " PARKING LOT SPARE { SPARE 1 — 877 -- 700 - 3367 ( TECHNCAL.LIGHING 4 LP-37 4 I MARK WIRE/CABLE TYPE E SPARE I ` — SPARE 4 SPARE ` SPARE ROOFTOP HVAC UNITS OUTDOOR W 5 SPARE SPARE SENSOR C LP-5 DINING ROOM SPARE SPARE CAT 5E ASSEMBLY 6 SPARE SPARE (KITCHEN) RTU-1 TERMINAL STRIP 6 Analog Lighting Sensor LONWORKS ET-10 LP-7 DINING ROOM 6 EXISTING OUTDOOR MENU BOARD L (W221-2001) r r 1,6 o 0 TERMINAL STRIP j v7 LP-8 DINING ROOM EXISTING OUTDOOR POP SIGNAGE (BACKROOM) RTU-2 i THERMOSTAT WIRING 1 w w L Q Cr SPARE SPARE EXISTING I DIRECTIONAL SIGNAGE TERMINAL STRIP 18RWG2CONDUCTOR ISI w (DINING) RTU-3 z 9 z EXISTING DIRECTIONAL SIGNAGE L o a VGA&USB CABLE T, INTERIOR CREW LIGHTING 10 TERMINAL STRIP SPARE I I SPARE (SPARE) SPARE • LLI IQ C2 EXISTING 11 I _ ROOF 0 rn INSIDE BUILDING 1I I KITCHEN EXISTING 12 }MCDONALD'S ROAD SIGN N r I I W' 2 LP-3 RESTROOM 120V CONTROL POWER LP-11 SUPPORT AREA I 0 7 A_ • LIGHTING EXISTING EXHAUST FAN-JANITORS CONTROL PANEL ENERGY 1100 (LOP) MANAGEMENT 5SYSTEM (EMS) EXISTING I I RECIRCULATING PUMP E-BOXX Ron) 120V CONTROL POWER - PROVIDE VIA SPARE BREAKER WITHIN EXISTING APPLIANCE PANELS 6 ENGINEERING, INC EXISTING EXHAUST FAN-RESTROOM I 208V CONTROL POWER PROVIDE VIA SPARE BREAKER WITHIN EXISTING APPLIANCE PANELS 194014WTH AVEW.SU0TE 302 THERMOSTATS T _ T T I T I LY2O&64-34398.WA 36 —— L J81 206364-3343 SPARE SPARE FUTURE E-BOXX CONTACT:JAMES YBARRA SERVER. SEE NOTE F.. EMS-3 SPARE SPARE FRANKE CONTROLS SCHEDULE 0-o PRvEFSs, THIN (JP C7 REMOTE TEMPERATURE FTS [ T ] I -S ATS CLIENT MARK DESCRIPTION MANUFACTURER MODEL cv 15,4. r BUILDING FACADE SENSORS RTU-4 RTU-3 RTU-2 RTU-1 Ct ATS I ATS T THERMOSTAT HONEYWELL T7350H1009 RTU-3 RTU-1 USB VGA (ROOFTOP UNITS) 0 +- Old' CABLE CABLE AVERAGING O� AC • ., (CONFIRM FINAL RTU QUANTITY IN FIELD) ATS TEMPERATURE SENSOR HONEYWELL TR21-A qR 1 • ' \SO LP- 18 WALL/SOFFIT LIGHTS TOUCH /C D RCO LP )1 SECURITY WALL/SOFFIT LIGHTS PANEL TS TEMPERATURE SENSOR HONEYWELL TR21 2cL �� ��9 & DOOR ALARM LIGHTING °- LP- 16 WALL/SOFFIT LIGHTSRD621 161 HS HUMIDITY SENSOR HONEYWELL H7fi351006 Ua) - a) a 1 -o LP-21 1 ROOF ARCADE LED LIGHTING NOTES: J L u o " N 1. FOR TSTAT,TS, HS AND ATS LOCATIONS,REFER TO M1.2 (1-: ♦ ♦ o E' a o B o ,a LP-20 WALL;SOFFIT LIGHTS fir/ o- B 0'/ 3. Q) � 6 C D I i Qao a, a u „ o ami 0 a J 0_ I;-, 0 ` O a i, a O LP-19 I CANOPY LIGHTING ORDERING , INSTALLATION & TECHNICAL ASSISTA \ICE INFORMATION : D -� _" N a�'N EXISTING , 9 , y . c a, ° Nos �'o 0 0 •� V C �+ V -FLAGPOLE LIGHTING _i I 'b-� EN S ECOVIEW : 7 . 0 940C WIRE/WIRELESS LEGEND v� � Ey 6 C P. I O EXISTING •_ - u lJ V C 6 C L —ROOFTOP HVAC a o°.2 0 C 0 UNITS OUTDOOR -f' L o ,-, aj 0 c SENSOR MARK WIRE/CABLE TYPE " °�a" o _ ASSEMBLY m• ? o,D'v� E c TERMINAL STRIP CAT 5E o o u c a a� (KITCHEN) RTU-1 J m Analog Lighting c ci_C 0 V " Sensor /� o 2 . o o 2, �V ZIGBEE!802.95.4 MAClPHY a>� a�v I f 1 �=� I r • 0))) (WIRELESS TRANSMIT/RECEIVE) C LT),o"" c m fi (.3 H - LN\` � 1�� �\ T ,R • L \\� � u I� o (BACKROOM) RTU-2 'TERMINAL STRIP O O a ° o u I - a�- c THERMOSTAT WIRING D ,.2 a i, ' ,E TERMINAL STRIP 6' " 5 LIGHTING CONTROL NOTES LC3. ALL COMPONENTS FOR THIS LIGHTING CONTROL SYSTEM SHALL BE INSTALLED BY THE (DINING) RTU-3 18AWG2CONDUCTOR Q u ° c o LC I I . CONTACTOR DETAILS ARE DIAGRAMMATIC ONLY AND ARE SHOWN WITH TYPICAL- LOADS ELECTRICAL CONTRACTOR. SEE BOXED NOTE BELOW FOR OPTIONS. ` o L o ..o a 0 AND CIRCUIT ASSIGNMENTS. LOADS, CIRCUIT ASSIGNMENTS AND NUMBER OF ( ITERMINAL STRIP -° .� 3 D (el' CONTACTORS MAY VARY BY RESTAURANT LOCATION AND PER EMS SUPPLIERS SYSTEMS. LC4. ALL COMPONENTS SHALL BE UL LISTED AND LABELED AND THE SYSTEM (SPARE) SPARE .I 1 c a t 0 c) a,,L ° T SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL ENERGY CODE a a, a� " VERIFY EXACT REQUIREMENTS WITH EMS INSTALLATION DETAILS: EXISTING ELECTRICAL (_ w -L •-o c N i PANEL SCHEDULES AND EXISTING SITE CONDITIONS. EC SHALL MAKE ALL MODIFICATIONS REQUIREMENTS. ROOF Q AS REQUIRED. FINAL INSTALLATION SHALL BE FULLY NEC AND ENERGY CODE LC5. ALL. CONTACTORS SHALL BE LOCATED IN A NEMA 1 ENCLOSURE WITH SCREW TYPE INSIDE BUILDING COMPLIANT. COVER MOUNTED DIRECTLY ABOVE LIGHTING PANEL OR SWITCHGEAR SO AS TO BE )- i I ` r 0 °0 ACCESSIBLE. `n 0 o a' D o LLI iij -d CII LC2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL. WIRING, CONNECTIONS, LC6. ALL CONTACTORS SHALL BE RATED FOR 30 AMP LOADS UNLESS NOTED OTHERWISE a D cc w w TERMINATIONS, ETC. THAT ARE NOT PROVIDED BY THE EMS SUPPLIER FOR A AND SHALL BE HID RATED WHERE REQUIRED. "' ¢ T COMPLETE, FULLY OPERATIONAL AND CODE COMPLIANT LIGHTING CONTROL SYSTEM. LC7. COIL VOLTAGES FOR ALL CONTACTORS SHALL BE 120 VOLT UNLESS NOTED o a OTHERWISE. ENERGY MANAGEMENT SYSTEM NOTES LIGHTING CONTROL INSTALLATION OPTIONS EMS] . THE DIAGRAM SHOWN ABOVE IS SCHEMATIC IN NATURL AND SHOWS THE GENERAL REQUIREMENTS FOR THE INSTALLATION OF THE ENERGY MANAGEMENT SYSTEM. EXACT OPTION 1 CONTACTORS AND CONTACTOR ENCLOSURE FOR THIS LIGHTING CONTROL SYSTEM SHALL EQUIPMENT REQUIREMENTS AND QUANTITIES WILL VARY PER SITE. C.C., M.C., T.C.C. r--) AND EC. SHALL COORDINATE .ALL EXACT EQUIPMENT AND INSTALLATION REQUIREMENTS LIGHTING CONTROL N (STANDARD) BE FURNISHED BY THE EMS SUPPLIER AND INSTALLED BY THE ELECTRICAL WITH SUPPLIER PRIOR TO SUBMITTING BID FOR A COMPLETE AND FULLY FUNCTIONAL PANEL CONTRACTOR ON SITE FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. SYSTEM. (ECP) THERMOSTATS �T�»)} T �) T m)}� �T�*) w o EMS2. THE ENERGY MANAGEMENT SYSTEM ALSO HAS ADDITIONAL POINTS FOR MONITORING Y -- a v'� ECOVIEW SEIMENS CONTROLS SCHEDULE OPTION 2 LIGHTING CONTROL CAN BE ACCOMPLISHED VIA UTILIZATION OF A SMART TYPE BREAKER 1 8 DO MODULE 0 < (OPTIONAL) PANEL REPLACING STANDARD PANEL LP-- 1. PANEL SHALL UTILIZE AN INTEGRAL MOTOR ITEMS SUCH AS DOOR CONTACTS (RESTROOM & COOLER FREEZER), KITCHEN _I ¢ LI OPERATED CIRCUIT BREAKERS OR AN INTEGRAL CIRCUIT BREAKER/CONTACTOR TYPE EQUIPMENT, SUPPLEMENTAL HEATERS, WATER HEATER, COOLER/FREEZER TEMP AND FOR N W a COMBINATION DEVICE WITH AN INTEGRAL PROGRAMMING CONTROL MODULE AND SHALL INTERFACING WITH ADDITIONAL SYSTEMS SUCH AS SECURITY. C.C., M.C., T.G.C. AND MARK DESCRIPTION MANUFACTURER MODEL 0 L..) U BE ORDERED THROUGH OUR ELECTRICAL EQUIPMENT NATIONAL ACCOUNT PROGRAM E.C. SHALL COORDINATE ALL EXACT INSTALLATION REQUIREMENTS WITH SUPPLIER PRIOR E Z ; SIEMENS OR SQUARE-D) THROUGH OUR CONSTRUCTION PURCHASING TEAM. TO SUBMITTING BID FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. ^a R ^s I T THERMOSTAT LT_ Go v� a (ROOFTOP UNITS) SEIMENS 97-001 W REMOTE TEMPERATURE TS ATS TS ATS SENSORS -- Ilfas EMS3. JUNCTION BOX FOR FUTURE E-BOXX SERVER. PROVIDE 4#12 & 1#12 CND, i" RTU-4 RTU-3 RTU-2 RTU-1 _ a 0 a z 4 ENERGY ATS AVERAGING SEIMENS 97-002 (]_ co W a, CONDUIT TO A 20A-3P CIRCUIT BREAKER WITHIN EXISTING APPLIANCE PANELS. CAP ATS TEMPERATURE SENSOR '- `] WIRING IN JUNCTION BOX FOR FUTURE CONNECTION AND PROVIDE A BLANK MANAGEMENT iY' c� .. v `." RTU-3 RTU-1 SYSTEM •— zD COVERPLATE. VERIFY EXACT LOCATION PER MANUFACTURER'S INSTALLATION o r ix z INSTRUCTIONS. L,\„\/..\..„..A0, (EMS) TS TEMPERATURE SENSOR SEIMENS 97-002 00 W ff Q r- o (a _ (( ECOVIEW 1-r- EE 'n o a c, o TOUCHSCREEN 0 0 J' a E - I EMS4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LINE VOLTAGE j HS HUMIDITY SENSOR "PROVIDED WITH ROOFTOP UNIT R CNA �) v u7 CONNECTIONS, INCLUDING BUT NOT LIMITED TO CONTROL POWER TO ALL EMS 120V CONTROL POWER- AP-4:35 I A18-279 -• #04626 COMPONENTS AND POWER CIRCUITRY WIRING OF ALL LIGHTING CONTACTORS. NOTES: COORDINATE INSTALLATION OF ALL LOW VOLTAGE WIRING CONNECTIONS WITH EMS 208V CONTROL POWER- AP-4:(37,39,41) FUTURE E-BOXX 1. FOR TSTAT,TS,HS AND ATS LOCATIONS, REFER TO M1.2 0 INSTALLATION DETAILS PROVIDED BY SUPPLIER. IJB� EMS-3 SEE NOTEE3 • 1 LIGHTING CONTROLS Not part of this permit