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Plans (11)
BU P2019-00140 OFFICE COPY OFFICE COPY Q < ' < 4 0 2018 RFMODEL BUILDINGDAWNG INDEX II1II)- CDREVISIONS N O RT E S E G 0 N • oe CV Cover Sheet 1 CV1 General Information RECEIVED BUILDING INFORMATION : S - ,Il 1N - Qze>g III SP-2 SITE PLAN CITY OF TIGARD BUILDING DIVISION A » CESS : SD1 SITE DETAILS a 1-=- STATE ^STATE SITE CODE: 36-0105 DRV - - 11 1RJ 0_ cc �F 7� ---- I STREET ADDRESS: 12388 SW SCHOLLS FERRY RD n DT1 .0 Drive-Thru Plan & Details __ II �I I� II II II II ILLI A III = _ r- CITY: TIGARD o 1 II II II ___ ri N�F -- COUNTY: WASHINGTON DT1 . 1 Drive-Thru Details -I I II 0 I II I L}l t �� --JSTATE: OREGON -- ._._F•_-_ .■••_J CO® ___� EMIT,.tilVi,, DT1 .2 Drive-Thru Details . � I --1 f •\-- I J I�I_�1kt i�N>' I, W ~__- I I�r_ , -_ J L- A ST� UCTL : - z z z z z A . I �� E A R C I T C T , R A a a o 0 > >• > Q r EXISTING: CMU WALLS, OPEN WEB STEEL ROOF TRUSS . • D1 .0 Demolition Plan W W w w J 1 r-i ,ii i 2 ' PROPOSED: EXISTING, NO CHANGECC CC Cf CC I III I ISI L- 1 I ! , i:-:.. rD1 . 1 Demolition - Plan X. J __J'1 �? I I I .. DINING AREA PL AYPLft �* Z W Z Q 5TORA TT?SF. _-- ____ �� 65 SEATS AREA 1 1 01 .2 Demolition - Elevations & Notes --! 1 � STANDING I i 01 .3 Demolition - Elevations & Notes , ROOM 165 SF. I /1\ SPLIT UTILITIES : EXISTING, NO CHANGES PROPOSED A1 .0 Partial Floor Plan (North) 0) 0CO CO alp 1 ' N 111 Al . 1 Partial Floor Plan (South) N o �� isip - _ _ �;'� I �� If\ G CODE: i1 A1 .2 Reflected Ceiling Plan „�, ,. BUILDING CODE EDITION: 2014 OREGON STRUCTURAL SPECIALTY CODE A1 .3 Reflected Ceiling Plan v) N ,- 1 ' -' C I 1a f1 KITGFET114565F.(- • -) r_, u -� PRIVATE �_-� � E MECHANICAL CODE EDITION: 2014 OREGON MECHANICAL SPECIALTY CODE A1 .4 Roof Plan 1 SF.(NET) ;, Fr__ �, - I I -11 ELECTRICAL CODE EDITION: 2017 OREGON ELECTRIC SPECIALTY CODE (sRaSsr ��__� __�, li Ar/ tri 11 I T T 1 ' �;' ,- . T 'I PLUMBING CODE EDITION: 2017 OREGON PLUMBING SPECIALTY CODE A1 .5 Roof Plan _ - I A2.0 Elevations ' I __ _ \_ ��� , L=-_=J` ADDITIONAL CODE EDITION: 2014 OREGON FIRE CODE a, L---J A2. 1 Elevations ICC/ANSI 1 17. 1 -2009 Nit II II ! H 0 NII A3.0 Wall Sections I N II il III II II SII I A HyA3. 1 Wall Sections t--J ,---=yam �t �� -A, -c-2- A3.2 Wall Sections /2\ 3UILDI \ G DATA: A4.0 Details A4. 1 Details OCCUPANCY: USE GROUP A2 (NO CHANGE) A4.2 Details 11 1 CONSTRUCTION TYPE: EXISTING V-B A4.3 Details - NUMBER OF STORIES: 1 A4.4 Details BUILDING HEIGHT: 18'-0" (MAIN BLDG. PARAPET) A4.5 Enlarged Restroom Plan & Details 'MU _ 19 --4 (ENTRY ARCADE) A4.6 Enlarged Counter Plan & Details = z° KEY PLANN.T.S. 20'-4" (PLAYPLACE, NO CHANGE) A6.0 Schedules GROSS BUILDING AREA: 6,700 EXISTING S.F. WI ST P ,J CT RA I} CIC SPE;'IAL. 'NSPECT1ON REQUIRED State Care oro ��ic tt�ta� Specialty S- 1 General Notes & Details LLi 0 - OCCUPANCY ALLOWANCE : NET BUILDING AREA: 5,948 NET S.F. S-2.0 Wall & Roof Framing Plan 1.I. . Ia - Concrete and::'L.,-`:'., :-.:,Meet S-2. 1 Wall & Roof Framing Plan cr ��yy OREGON STRUCTURAL SPECIALTY CODE 2014 -[ Bolts Installed 0 ,.-r.Jrt p Specie!�.Ao; t Gorlcrete Frame S-4 Sections & Details 3 E S G \ LOADS : s-3 Sections & Details J �- a�N ° ❑ Reinforcint,.:' :c•si+63singSteal Tendons TABLE 1004. 1 . 1 ROOF LIVE LOAD: 40 PSF S-5 Sections & Details w 0 v ° °° MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT c q) a) o �° r_L3 Structural+rr. ..-.: SOIL BEARING PRESSURE: 1 ,500 PSF (ASSUMED) FIFCTR # CA N 0 ayD0'o ° v L. a)cua)°c - - 1 I�igh•5t'E'` '` ""`rx3 FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS LIFE SAFETY SYSTEM . o a 3 m E°� N ❑ StnCtUni ,.- , jly E1 .OA General Notes n o �.- a.U ❑ Reir>forrei. �^�aumConcrota ACCESSORY STORAGE AREAS, EMERGENCY LIGHTING: MECHANICAL EQUIPMENT ROOM 300 GROSS 772 SF 3 X YES NO E1 .OB Notes & Details CO v# TL TL 4 -. o 0 4 0 ❑ lnsuiatirl ';: to nil EXIT SIGNS: X YES NO ASSEMBLY W/OUT FIXED SEATS FIRE ALARM AND SMOKE DETECTION SYSTEM: YES X NO E1 . 1 Rough-In Plan Q o �. ;6 ° c, ., ❑ Spray Air h,.. r-•�csistive Materials 165SF © � U = STANDING SPACE 5 NET 33 PANIC HARDWARE: X YES NO E1 .2 Dual Point & Menu Board Detail ❑ Pilings: 'r''•; +o caissonsa� o 2 o o u) o FIRE SPRINKLERS: YES X NO Rough-InN ° U 6 ° ° E1 .3 Detail c c+� � OOU.0 ° d, 4 ❑ Shotcrete : BUSINESS AREAS 100 GROSS 100 SF 1 E2.0 Lighting Plan N 1110•1111 _q 0 rE ❑ Special Grading, Excavation and Filling = ° 0 E2. 1 Electrical Roof Plan as ° DESIGNER OF RECORD • Energy ComplianceaN ° N � �-2 ,- 0 smoke-control systems • KITCHENS, COMMERCIAL 200 GROSS 1 ,458 SF 8 E3.0 Code a 0 o U o v 2 ❑ Other Inspections _ pec E3. 1 Lighting Controls �-���� °�-`-' o vai o �, ASSEMBLY W/ FIXED SEATS SEE PLAN - 115 DISCIPLINE: NAME: ADDRESS LICENSE #: v N 2 ° : -o ASSEMBLY W/OUT FIXED SEATS ARCHITECT: JAMIE TRENDA 929 108TH AVE NE, SUITE 210, 11210 0 �� o a 0 co 0 0 0 o UNCONCENTRATED 15 NET 1 76 SF 12 FREIHEIT & HO ARCHITECTS, BELLEVUE, WA 98004 OFFICE COPY w t N.c-0 <. . m 0 p co N.V U CITY OF TIGARD a s ` ` °° ' STRUCTURAL: ROBB DIBBLE 1029 MARKET STREET, KIRKLAND, WA 98033 77398E REVIEWED FOR CODE COMPLIANCE DIBBLE ENGINEERS, INC. w ' •[...)] a ELECTRICAL: MARK D. ROBISON 19401 40TH AVE W, STE 302, LYNNWOOD, WA 98036 15423 [ ] o m 0 - ROBISON ENGINEERING OTC: - 0 N ° 0 N INC. �, .•� _ - - - Permit #: + ? II 9- o qJ'4 Cc Z v W L w i-- Addre�sis: �� SZ S S+^.hc� f.l�< r�.-.rr s LD Q 1 o u Stl :C #: v, By: ---- - Date: r- 1 R• U N) TOTAL OCCUPANCY ALLOWANCE 172 N (NO CHANGE) VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION a SYMBOL LEGEND . DOCUMENTS AND OTHER CONSTRUCTION PROJECT MANAGER . DATASHALLPREVENT THE CODE OFFICIALNOTFROM cc REQUIRING THE CORRECTION z w © - _1 SECTION TAG DINING ROOM ROOM NAME & NUMBER NAME: ADDRESS PHONE #: OFERRORS. OSSC105.4 w [ 103 1 n MANAGER: ADAM bRANDENBURG 2999 OAK ROAD, SUITE 900, WALNUT CREEK, CA 509-643-6416 CCr �, o that aue Wood structural members 94597 ~ z I T el I ) DETAIL TAG A aseci to tt+e wither to be nt PARTITION TAG exp W o 0 0 `� Pressure Tr der 3171 3 Y res4sh" 0 o o V) CO c c0 I-_.-.1._ _ :n z z � z � w _S T/ SLAB o a o < a U , ELEVATION TAG ._..... DO � � o ELEV. 0'-0" IY E � w c� CITY OF TIGARD o `er W " gym En Approved by Planning AI8 -- #11502 DETAIL 49 DRAWING TITLE Date: 6/4/1 0 n z SCALE: I I/2 T 11-0" initials: �..^.�_---r- w i C V in COVER I I I L O > GENERAL NOTES GENERAL NOTES (CONT. ) VICINITY MAP N.T.S. PROJECT DATA N 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: 12388 5W SCHOLLS FERRY ROAD CODE A5 ADOPTED BY CITY OF TIGARD, OREGON STATE ACCESSIBILITY CODES, OREGON RELATED THERETO SHALL CONFORM WITH LOCAL, REGIONAL, STATE AND FEDERAL TIGARD OR 81223 STATE ENERGY CODES, AND ALL APPLICABLE LOCAL CODES 4 STANDARDS. REGULATIONS PERTAINING TO DISTURBING, DISPLACING AND/OR REMOVAL OF ASBESTOS OR ASBESTOS- CONTAINING MATERIALS. NOTE SPECIFICALLY THAT FOR PROJECTS IN GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE ADOPTED BY CITY 2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND OREGON STATE THE CONTRACTOR SHALL CONFORM WITH THE REQUIREMENTS OF THE OF TIGARD AS SOON AS DISCOVERED SHALL NOTIFY THE ARCHITECT OF ANY AND ALL APPROPRIATE AGENCY REGARDING INSPECTION, CERTIFICATION AND NOTIFICATION. DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. OCCUPANCY: A2 (EXISTING) 33. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL 3. ALL ITEMS MARKED "N.I.C." ARE NOT PART OF THIS CONTRACT. INTERSECTIONS. USE: FAST FOOD RESTAURANT (EXISTING) z 4. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER 34. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2014 O.S.S.C. CONSTRUCTION TYPE: EXISTING, NO CHANGE 0P 25 OF THE 2014 0.5.5.0. OR 35. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHALN�5 � YALUATIDN: $200000 Cr 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE 5y1�0 ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. EXTINGUISHERS REQUIRED UNDER N.F.P.A. 10 MOST RECENT EDITION AND APPROVED BY Q LEGAL DESCRIPTION: FROM THE NORTHWEST CORNER OF SECTION 23, T.I3 N., R.3 N., S.M., Q THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH OWNER'S 1- ALASKA, THENCE FOLLOWING NORTH SECTION LINE OF SAID b. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING COLUMNS REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH n 5W PIONEER LN SECTION 23, ON A BEARING OF 5. 8q°58' E. 50b.g8 FT TO A POINT; OR FINISH FACE OF EXISTING WALL UNLESS OTHERWISE NOTED. BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED LOCATIONS. THENCE 2. 00°00'23" E., 50.00 FT. TO THE NORTHWEST CORNER kri AND TRUE POINT OF BEGINNING: THENCE S. 00°00'23" E., 250.00 w 1 WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, 36. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER DECORATIVE MATERIAL, SIN SCHOLti-5 FERRY RD 210 FT. TO THE SOUTHWEST COR.;THENCE 5. 8q°58' E., 118.00 FT. TO THE �, a z THE DETAILS SHALL BE THE SAME A5 FOR OTHER SIMILAR WORK. INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC SOUTHEAST GOR.; THENCE N. 00°00'23"W., 280.0017. TO THE cn .1 �n z z HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL BE TREATED AND -" NORTHEAST GOR.: THENCE N. Sq°58'W., II8.00 FT. TO THE TRUE Q S. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT POINT 01 BEGINNING tr L Lu INTENDED THAT SUCH SHALL APPLY TO A5 MANY SUCH DEVICES, ITEMS OR PARTS AS ARE SOLUTION OR PROCESS APPROVED BY CITY OF TIGARD FIRE DEPARTMENT. PROVIDE A ce ir. of C REQUIRED TO PROPERLY COMPLETE THE WORK. CERTIFICATION TO THIS EFFECT. O zW LU LLE z a a SITE-)1 THE PARCEL DESCRIBED CONTAINS 55,320 SQ.FT. MORE OR LE55. o 0 0 o j q .IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING A. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE Q UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. Lt. MEADOW GIR PARCEL NUMBER: DO6-Ibi-14-ODO °' �� `0 °o co CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR Q - \ ` OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER . o His WORK. CHAF'TE_K 8 OF THE 2014 0.5.5.0. ALL FOAM PLASTICS SHALL COMPLY WITH THE - REQUIREMENTS SPECIFIED IN CHAPTER 26 OF THE 2014 0.5.5.0. Fi 10. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY N T K - COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. Si ALL LAY-IN ACOUSTICAL CEILING GRIDS AND LIGHTING SHALL BE INSTALLED AND Cr SECURED PER THE PROVISIONS OF ASTM C 635 AND ASTM C 636. MEADOW PL II. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 38. UPON COMPLETION OF CONSTRUCTION, CLEAN ALL SURFACES INCLUDING INTERIOR SIDE OF SW ANTON DR ALL EXTERIOR PERIMETER GLAZING. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 34. ELECTRICAL ROUGH-IN AND PLUMBING ROUGH-IN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 13. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL 40. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND CABLE TRAYS SHALL A5 ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO HAVE A FLAME SPREAD RATING OF NOT LESS THAN 25 AND A SMOKE DEVELOPMENT SCOPE O F WORK MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, RATING OF NOT LESS THAN 50. ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 41. REVISIONS TO MECHANICAL/PLUMBING SYSTEM, SHALL BE BIDDER DESIGN/ BUILD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CORRESPONDING PERMITS 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE FOR WORK. THE PROPOSED SYSTEM DESIGN d METHOD OF OPERATION FOR ALL ROOMS WORK TO INCLUDE ELIMINATING MANSARD ROOF 4 REPLACING WITH PARAPETS. NEW SIDING, BUILDING AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. SHALL BE REVIEWED AND APPROVED BY THE OWNER PRIOR TO THE START OF ANY ACCENT WALLS 4 BRANDING ELEMENTS AT EXTERIOR. RECONFIGURE EXISTING DRIVE THRU $ 112 WORK. INSTALL NEW SIGNS. NEW SEATING 4 DECOR AT DINING 4 RESTROOMS. ACCESSIBILITY 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UPGRADES TO BE COMPLETED AT SITE, DINING, 4 RESTROOMS. - UNLESS OTHERWISE SPECIFIED, AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN 42. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A THIRD PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST PARTY AS-BUILT 4 LIMITED RECORD DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING LLI = BE MADE WITHOUT ANY ADDITIONAL. COST TO THE OWNER, AND WITHIN FIVE (5) DAYS CONDITIONS IN FIELD PRIOR TO DEMOLITION $ NOTIFY ARCHITECT IN CASE OF - i� AFTER NOTICE IS GIVEN. DISCREPANCIES AS 500N AS POSSIBLE. DEMOLITION 15 TO BE EXECUTED SO AS NOT TO g DISTURB EXISTING STRUCTURAL SYSTEMS, ROOFING SYSTEMS AND OTHER AREAS THAT 16. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION THAT 15 TO BE REMOVED - THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, PRIOR TO DEMOLITION. URI= I SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. r co IT. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS OCCUPANCY EXCEPT A5 PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT w Lim INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED. II lI Q LLI CC II IS. UPON COMPLETION OF CONSTRUCTION, GLEAN ALL SURFACES. - A. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. TYPICAL ABBREVIATIONS KEY PLAN J ci, v • Ov ° o a o `o 20. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE 0 n .v 0_0-0 O'°•g i GENERAL CONTRACTOR TO OBTAIN DEMOLITION PERMIT FOR ANY REQUIRED DEMOLITION J a. °' °J N 6 j3 WORK FROM THE LOCAL 1/RI50ICTION AND TO COMPLY WITH THE FEDERAL REQUIREMENT ® AT FUR FURRING - 1a ` ❑ L u o (D `-r3 ao OF ASBESTOS ABATEMENT. ASBESTOS SURVEY IS REQUIRED BEFORE RENOVATION OR # POUND OR NUMBER GA GAUGE ° ,_ v °i.r71:v , DEMOLITION. IF REQUIRED BY LOCAL JURISDICTION. AB ANCHOR BOLT GALV GALVANI71=D a° .. " a N•..- -- ACT ACOUSTICAL CEILING TILE GC GENERAL CONTRACTOR _ f • o ° --Q1 ,_ u 21, PATCH AND REPAIR ALL EXISTING SURFACES A5 REQUIRED BY DEMOLITION AND NEW AFF ABOVE FINISH FLOOR GL GLASS _ -= - - w N v v v CONSTRUCTION TO RECEIVE NEW SCHEDULED FINI_44E5. ALL SURFACES ARE TO HAVE ALUM ALUMINUM G.W.A. GYPSUM WALLBOARD vc'D 0 _„, v E a� ❑ "LIKE-NEW" APPEARANCE. BD BOARD HG HOLLOW CORE f - .` -r 11 7 0 a * a ♦ + Q U, ❑ C a wks ." �" C C O O�ate-+ BLDG BUILDING HDWR HARDWARE 4 '°•.• .': + - IO mid t + s ♦ s : e + * + + e e a a - a' • a t t t a . N p V O p c 0 22. CONTRACTOR SHALL VERIFY ALL ROUGH-IN AND OTHER DIMENSIONS FOR EQUIPMENT BOT BOTTOM HM HOLLOW METAL " " s E'_ . v ° 2 FURNISHED BY HIMSELF OR BY OT HERS. BRG BEARING INSUL INSULATION ` ' a OD N-� v a ❑ CAB CABINET INT INTERIOR • • •y• • + ❑- c, " . . . X:; ° 23. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED GFT CERAMIC FLOOR TILE JT JOINT AS IF DRAWN IN FULL. GJT CONTROL JOINT MAX MAXIMUM +4 + + + \\\\\\\ ` :._ o ~` ° `❑ a) G CENTER LINE MECH MECHANICAL ./•. '. •- \ / ' . C .(2a c,- u v 24. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THIS PROJECT, THE CONTRACTOR CLG CEILING MTL METAL ' . • /- ' U ° " ❑ SHALL CEASE ALL WORK RELATED TO THE HAZARDOUS MATERIALS 4 IMMEDIATELY CMU CONCRETE MASONRY UNITS MFR MANUFACTURER NOTIFY THE OWNER IN WRITING OF THE CIRCUMSTANCES. CAL COLUMN MIN MINIMUM 1 :: -0 0 • ID , ,,.., 0_m ,_..,_ CONC CONCRETE NTS NOT TO SCALE , <, i. a ° a" `L E 25. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST CONSTR CONSTRUCTION OC ON CENTER ♦ + p 7 N 3 o v Q RECOMMENDATIONS OR WRITTEN DIRECTIONS. IF CONFLICTS EXIST, CONTACT THE CONSTR JT CONSTRUCTION JOINT P PROPERTY LINE a• `= c. c▪ . c n� CONSTRUCTION MANAGER FOR CLARIFICATIONS. CONT CONTINUOUS PLYWD PLYWOOD I • '•• • u ,' T ▪ U CONTR CONTRACTOR) RD ROOF DRAIN c. - c 26. IF REQUIRED, A CONSTRUCTION BARRICADE SHALL BE INSTAI L ED BY THE CONTRACTOR, CT CERAMIC TILE REINF REINFORCE(D)(ING) 'O I u a o N .v-' a PAINTED, DETAILED AND ILLUMINATED A5 REQUIRED. NO SIGNS OTHER THAN THOSE PET DETAIL RFG ROOFING I +' � y-c AUTHORIZED BY THE CONSTRUCTION MANAGER WILL BY PERMITTED ON THIS BARRICADE. DIAMETER RM ROOM l j' r v L ----___• EE a 3 c.• .• L DIM DIMENSION RO ROUGH OPENING - '.;�� 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR DN DOWN SAFF SELF ADHERED FLEXIBLE FLASHING •t ... OTHER TEMPORARY STRUCTURAL SUPPORTS A5 MAY BE REQUIRED AND SHALL BEAR THE D5 DOWNSPOUT SEG SECTION m COSTS OF ANY ENGINEERING THAT MAY BY REQUIRED. EA EACH SIM SIMILAR " Q E:S EXPANSION BOLT SPEC SPECIFICATION ���' ` ' r a it, w �' F [t I 25. THE GENERAL CONTRACTOR AND H15 SUBCONTRACTORS SHALL PERFORM WORK THAT 9 PC ELECTRICAL SO SQUARE A + :..: l' 1• ,..., YQU 0 o L < Li DOES NOT INTERFERE WITH NORMAL OPERATING BUSINESS HOURS OF THE STORE. WORK ELEV ELEVATION 5TL STEEL ;:.' QU , o 0 THAT WILL REQUIRE INTERRUPTIONS OF OPERATIONS SHALL BE PERFORMED DURING EQ EQUAL T 4 5 TOP AND BOTTOM '� NON-BUSINESS HOURS 3 ALL ANTICIPATED OVERTIME REQUIRED SHALL BE INCLUDED IN EQUIP EQUIPMENT TYP TYPICAL «.1 EXISTING THE BASE BID. EXIST EXISTING V.I.F. VERIFY IN FIELD ® -,• . MCDONALD'S ,---,' EXP Jr EXPANSION JOINT W/ WITH r, RESTAURANT 24. SHOULD A CONFLICT OF INFORMATION EXIST iN THE CONST. DOCUMENTS, THE EXT EXTERIOR WD WOOD }`'" �, .a *" CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND CONTACT THE ARCHITECT FDN FOUNDATION W/0 WITHOUT - --- , IMMEDIATELY. J'- FIN FINISH(ED) WRB/AB WEATHER RESISTIVE BARRIER! AIR I' ; 0 FL FLOOR BARRIER I Ir'• _ o 30. JOB SITE SAFETY: THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED FT FOOT OR FEET WSCT WAINSCOT 0 -_ _-- 7. cr TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE FTG FOOTING In CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES - �:-:' °. / OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDER-TAKING OF �' - , _ PERIODIC SITE VISITS BY THE ARCHITECT/ ENGINEER SHALL NOT BE CONSTRUED A5 �4." { L n SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A I •, SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, �.• /-.l�.a*, 4 1,-;,F 4 EXTENT ___I o b .. . I OF WORK 0 Li j SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR `� ...... ........ tn 46 OCCUPANCY BY ANY PERSON. nz U0 CONDITIONS OF USE: THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE •�Az •o a i 3i. GOND :� v U- ujE N REMODEL OF THE EXISTING STRUCTURE LOCATED AT 12355 51/1 SCHOLLS FERRY ROAD, ; ; - ' W o I _ A OR 41223. THESE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR " , •+ D_ m o < co co TIG RD .. ` FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN J r ISI to e . ,p a�w 4�iY :•+," : S CONSENT OF THE ARCHITECT/ENGINEER. I + _ ; I r-- z. ,_J z • J a a • +� +' 1_1_.1 • < 0 •:� e , I Y tr W C5 d - x l'-'•0 ' • "' -:.),;•,.,� i' • F- 1 LA 0 U) CO F- q A18-223 - #11502 cam® = I 0 C V 1z - 1 0 d#F - - - - -------1' ' �J FLu Li GENERAL INFO PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTES _ _ 0 - ._ Ls_ IJ_ OD SITE AREA: 1.21 ACRE ni (AD-OI) PROVIDE 3b" MIN WIDE ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. REMOVE EXISTING ASPHALT 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT PAVING, CONCRETE SIDEWALKS 4 CURBING, 4 LANDSCAPING A5 NECESSARY. INSTALL NEWLOCATIONS SHALL BE DETERMINED T❑ ALL❑W FOR THE M❑ST X2388-s SCROLLS FERRY �© I EXISTING PARKING: bq STALLS BROOM-FINISH, SLIP-RESISTANT CONCRETE CROSSWALK PEDESTRIAN RAMP A5 5HOWN. ECONOMICAL INSTALLATION. I L� J� ,- SIM PARKING REQUIRED: 7 PER I pOO 5F FLOOR COORDINATE CROSSWALK REQUIREMENTS WITH (AD-02). AT RAMP, PROVIDE SSS MAX SLOPE IN DIRECTION OF TRAVEL I5� MAX GROSS SLOPE. PROVIDE 5' DEEP X FULL RAMP WIDTH TOP' 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES I� I e AREA= 49 STALLS 4 BOTTOM LANDINGS WITH 1.5% SLOPE IN ALL DIRECTIONS. PROVIDE 5' X 5' MIN INTERMEDIATE TO DETERMINE EXACT P❑INT OF SERVICE CONNECTION AT EXISTING 501 1 f PARKING PROVIDED: b7 STALLS LANDING WITH L5% MAX SLOPE IN ALL DIRECTIONS. PROVIDE EDGE PROTECTION HANDRAILS UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING ---4-� F * 4 • I AT EACH SIDE OF RAMP. HANDRAILS TO BE 34"-3$" ABOVE RAMP SURFACE 4 EXTEND 12" MIN DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND a * 4 5134° 2l 4q" WM Iq2 1� }LTJ P 1 E 1 F +I ® ACCESSIBLE REQUIRED: 3 STALLS (BASED ON 67 PROVIDED) BEYOND TOP 4 BOTTOM OF RAMP;SEE DETAIL 14/501. ENSURE NO CHANGE IN LEVEL GREATER CIRCUITING. 4 rr 4 4 4 4 4 r c. E 4 a aTHAN 1/4" OR 1/2" WITH BEVEL 4 4 F 4 4 4 4 4 4 - 4 + :. a 4 I r ' .` 4 4 4 4 4 '� T ` 4 4 F 4 4 ` 4 I�I ACCESSIBLE PROVIDED: 3 STALLS (AD-02) INSTALL NEW BROOM-FINISH, SLIP-RESISTANT CONCRETE CROSSWALK A5 SHOWN. PROVIDE 5% 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH 4 4 4 a 4 4 4 4 4 r 4 I' I ' 4 4 SDI MAX SLOPE IN DIRECTION OF TRAVEL 4 1.5% MAX CROSS SLOPE; REGRADE PARKING LOT AND PAVEMENT. Z !. - 4 4 F 4 r 4 4 4 4 a 4 4 4 's -(5P,44.4 . "'-I-' I .� 4 4 F 4 4 F 2.,....._....../ { e 4 4 + 4 4 4 4 4 4 4 4 4 4 4 F 4 I ` -s -P -# -4 r t I ZONING: GG GENERAL COMMERCIAL SEALCOAT A5 NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO 4 a 4 4 4 E e a a { 4 4 a '. E F r t - p 4 4 r 4 F E 4 4 4 4 ADJACENT PARKING LOT. ENSURE NO CHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" WITH �_ 0 5F-°c1 E (-€11 -411* ,Z 4 * 4 a « * e « 4 t 4 4 ' I t 4 4 4 4 a + f a a t I n` f { a { r * a 4 a * a a�4 �. f .. , 4 + A a r a BUILDING AREA: 6,700 5Q. FT. BEVEL [� 4 a a 4 4 • I - 4, s ,I q'-d° / 4 { 4 4 (AD-03) RELOCATE 4 RESTRIPE EXISTING BARRIER-FREE ACCESSIBLE STALLS (TYP. OF 3) A5 SHOWN, U 4 4 a 4 ��i '�> 4` \- '• ,'� TYP' f 4 4 4 4 OCCUPANCY: A-2 (EXISTING) WITH ACCESS AISLES BETWEEN STALLS. WIDTH OF STALLS AND ACCESS AISLES TO BE ✓ a 4 4 4 4 /',i, / .r _� - ' ' , \\ • �'�,'�I TY / QF r MEASURED FROM CENTER OF STRIPING. ENSURE ALL SLOPES AT MEW PARKING STALLS AND 4 a + 4 4 6` i , ',�� ;� r ,'1 E / ala 4 4 a TYPE OF CONSTRUCTION: V-B (EXISTING) ACCESS AISLES DO NOT EXCEED 1.5% IN ALL DIRECTIONS;REGRADE PARKING LOT AND 4 4 4- 4 4 * / r 'lc, ./, \ \ \ Y /1 ' ` ^ �\ 121-k , ` I I 4 SEALCOAT A5 NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO 4 4- _ - 4 h 74 !-4 *� -� 5 -1-a \ I TALL��',3 5/1'f}�LLS q'-0L - - -- . < �/ .� �q_�.A : 2�-0 ADJACENT PARKING STALLS. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/501. ENSURE Lu 15`-11" •- / ` - 4 „ , EXISTING ACCESSIBLE PARKING STALL SIGNS ARE MOUNTED AT EACH STALL WITH BOTTOM OF z z z z Z TYP I � , , r'' _ [5P-26)/ / THE LOWEST SIGN AT 84"(+/- 3") ABOVE ADJACENT PARKING SURFACE (TYP. OF 3) PER o 0 0 0 ___... ) WO 5P I6 DETAIL 6/501. INSTALL NEW "VAN ACCESSIBLE SIGN TO BE LOCATED AT STALL WITH 5 > > 5 a r \t ',', <AD-o8) `' =(SP-2q 10 TY / PASSENGER SIDE ADJACENT TO 16" MIN WIDE ACCESS AISLE. cc cc ix cc v ' 5P-20 ‘( / ' (AD-01)-\ 00 / 4-(5P-I6 •� TYP. ',�;� 12-Td �, F (AD-04) REMEDIATION OCCURS IN (AD-03) u . 0 0 0 0 J e Q 0 1 (AD-05) REMEDIATION OCCURS IN (AD-03) 4 ---- �:t -- w . '. a _ 11� �♦ CAD-O6) REMEDIATION OCCURS IN (AD-03) rn co co a0 Q 4 RCIZI u, /4q° . (AD-07) REMEDIATION OCCURS IN AD-03 ` N a 4 ir - \ s • A -14 SP-OS • .1 O ,- I N o c I a (i'•. . Oq (A0-OS) REMOVE EXISTING CURB RAMP 4 PORTION OF CONCRETE SIDEWALK. INSTALL NEW a 4 m -,I TYP ' .L r O • y O / SLC DETAIL 4/DTI.i r CONCRETE CURBS 4 LANDSCAPE A5 SHOWN. `� z 5P-13} " 1 _1(011-0" ` O (AD-Oq) REMOVE EXISTING CURB RAMP 4 CONCRETE SIDEWALKS TO EXTENT NECESSARY. bj 0 �. PROVIDE NEW SLIP RESISTANT, CONCRETE IN-LINE CURB RAMP A5 SHOWN 4 PER DETAIL - Ir F trIX• W.. ..':• .•.•' ' • - q/SDI. SLOPE IN DIRECTION OF TRAVEL TO BE 8% MAX WITH 1.5% MAX CROSS SLOPE. 4 ` V Q /./. . '• I SITE PLAN KEYNOTES PROVIDE 5'-0" MIN DEEP X FULL RAMP WIDTH TOP 4 BOTTOM LANDINGS WITH 1.5% MAX I a Y � 2. F--(AD-10) Q q SLOPE IN ALL DIRECTIONS. ENSURE TOP AND BOTTOM TRANSITIONS ARE FLUSH WITH 1/4" a I ....- I .* ,. TYP O0,, MAX CHANGE IN LEVEL OR I/2" WITH BEVEL. PROVIDE 5% MAX GUTTER PAN SLOPE. �� • ¢ . : (5P-O8; `- n (5P-01) REMOVE EXISTING 4 INSTALL (2) NEW DIGITAL MENU BOARDS A5 SHOWN. SEE DETAIL 2/071.0 o - . , . , • -Oq) C: n AD-10 REMOVE EXISTING SIDEWALK TO EXTENT SHOWN INSTALL NEW WITH A SLIP FOR EXACT LOCATIONS AND 10/DTI.I. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING r r \- RESISTANT, "LAMP BLACK" BROOM FINISH. PROVIDE MAX 5% SLOPE IN DIRECTION OF 0 •: r •' " FOOTINGS. 4 -- f a 0 = TRAVEL 4 1.5% MAX CROSS SLOPE. PROVIDE 5'X5' LANDING WITH MAX 1.5% SLOPE IN a •;* .'t. 5P-31) 2 to v (5P-02) REMOVE EXISTING CUSTOMER ORDER DISPLAY 4 INSTALL (2) CUSTOMER ORDER CANOPIES A5 ALL DIRECTIONS AT EACH DOOR 8 CHANGE OF DIRECTION. ENSURE THERE 15 NO 4 * q ;' • • . •, • - DT1.0 lm ?_I _ SHOWN PER DETAIL 6/DTi2. SEE DETAIL 2/DTI.O FOR EXACT LOCATIONS. LOCATE EXISTINGCHANGE OF LEVEL OR THRESHOLD GREATER THAN 1/4" OR 1/2" WITH BEVEL. SEE u �_ ,Lz•- `� 0UTILITIES PRIOR TO EXCAVATING FOOTINGS. - I ¢ 1i .` ]giVii- ` DETAILS 8/S0I 4 1I/SDI. REMOVE 4 REPLACE CONCRETE CURBS ALONG AREA OF NEW E • -03 i :• . :. m (5P-03) INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/DTI.O. (OPTIONAL WORK. FLOAT ASPHALT AT AREAS OF PARKING LOT ADJACENT TO NEW CURBS AS TYP - :'w i; r'j ` ._ ,- •P m AT DRIVE THRU BOOTH) PATCH 4 REPAIR. CONCRETE PAD AT DRIVE-THRU A5 NECESSARY TO MAINTAIN TYPICAL_ 6" MAX CURB. PROVIDE APPROPRIATE GRADED PAVING SPECIFICATION EXISTING ETZEO�,p i _ 5F-11 NECESSARY. SEE 18/DTI.1 4 20 DTI.I. NON-ABRUPT TRANSITION TO EXISTING ASPHALT PARKING LOT. EXTENT SHOWN 15 (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) in NGRE55/EGRE55 I (SP-Ob}� (5P-21 o (SP-04) REMOVE EXISTING 4 INSTALL NEW GATEWAY SIGN PACKAGE A5 SHOWN. COORDINATE ASSUMED MIN WORK FOR ACCESSIBILITY COMPLIANCE. GG TO VERIFY WITH EXISTING W 0 AD.-1Q ....__I _ `'.:' I0 LOCATION WITH McDONALD'S CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM CONDITIONS 4 CONFIRM EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION MANAGER. OC -+a r EXISTING McDONALD'S z -3 r > ��® TYP I .''a. SITE ENTRANCE. SEE DETAIL 8/DT1.2 FOR MORE INFO. LOCATE UNDERGROUND UTILITIES z 1 In-cry • , RESTAURANT r 1 PRIOR TO EXCAVATION. (AD-11) CCC FLOOR PLAN. SP-10) 5P-21 TYP I �..li A 6,7x0 SF (5P�3)-` ' a (5P-05) REMOVE EXISTING 4 INSTALL (2) NEW PRE-BROWSE MENU BOARD PER DETAIL 12/12T1.1. VERIFY CAD-I2) REMEDIATION OCCURS IN 5P-0b 11.1.1 I \- 1 . LOCATION WITH McDONALD'S CONSTRUCTION MANAGER 4 DETAIL 2/DTI.O. CAD-13) SEE FLOOR PLAN. NOTE' McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION 0 �a I -_ e= 4 TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE = Z 4 « __ _ (SP-Ob) INSTALL SPEECH/HEARING IMPAIRED SIGNAGE ON THE DRIVE-THRU G.O.D. 4 EACH DRIVE-THRU Q --�- 0 . (A0-14) REMOVE PORTION OF EXISTING LANDSCAPE 4 INSTALL NEW CONCRETE SIDEWALK TO SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, U."1f - I : F SERVICE WINDOW. SEE DETAILS `1/501 4 q/A4.4. PICTURE MENU, CLIPBOARD AND PENCILS ARE TO PROVIDE IS" MIN BEYOND DOOR LATCH FOR LANDING. COORDINATE SIDEWALK OTHERWISE, G.E. WILL BE CHARGED. 11 16-2.16,_2• I - mr . BE PROVIDED AT EACH DRIVE-THRU WINDOW. a ,1 I 4 REQUIREMENTS WITH (AD-10). a • (Sp-07) -i (Sp-07) j OU BE COORDINATED I NATED WITH MDONALD'SCONSTRUC ION MANAGER. PROVIDE EXACT LOCATION LOT LIGHTING RECOMMENDATION CONDUIT CASH (AD-15) REMEDIATION OCCURS I N CAT)-10.) I BOOTH JUNCTION BOX. CONNECT TO ELECTRICAL 4 DATA SYSTEMS. m � r 4I a © I ' .L� SP-O3 r (AD-I6) REMEDIATION OCCURS IN (AD-01)4(AD-061) EXISTING LOT LIGHTS T❑ REMAIN. VERIFY WITH McD❑NALD'S CONSTRUCTI❑N cJ 4 _I _EOM . ( ! ) 13 STANDARDS. PROTECT EXISTING SIGN FROM DAMAGE 4 INSTALL NEW AT LOCATION 11.111111 I r Z ; 5P-33 5P-Iq C"� a (SP-08) DESIGNATED FULL FORWARD PARKING STALLS 4 SIGNAGE PER MCDONALD'S MANAGER IF CLEAN/RELAMP OR NO WORK DURING THIS PROJECT wte F a- a T.' SP-06 d `�� 4 SHOWN. RESTRIPE STALLS TO BE (2) COATS TRAFFIC YELLOW. CC 4 _ _ _ 4 ... - ` I I• 1P. 0 ur R-2'-O" r a (5P-0q) EXISTING ROAD SIGN TO REMAIN. PROTECT FROM DAMAGE. ,'.:.f '. SP-30 -I _ - r (5P 10) EXISTING DIRECTIONAL SIGN TO REMAIN. PROTECT FROM DAMAGE. 0 m_ * I - r I ' i , y. ry; %/ (SP-II) REMOVE EXISTING ASPHALT, CONCRETE CURBS, 4 LANDSCAPE AS NECESSARY TO v °4- c.^�-' I a a " LLD' .,:� �n I; -(5P-14) ACCOMMODATE NEW WORK. NEW CONCRETE CURBS 4 LANDSCAPE A5 SHOWN PER {5P-13 0 ST D 'L' aao m•O ii..,-c e 9 :�� �c MGDONALDS SPECIFICATIONS, SEE DETAIL I/DTI.I a ar ea rn 0-3 , ( 4 N o '- ami Ev o ` +: " SP-34) 4 '. \ .4 5P-2q o a 0 �, ° • �G} (5P-12) REMOVE EXISTING ASPHALT, LANDSCAPING, CONCRETE CURBS, 4 CONCRETE DRIVE THRID a v ° 0;5 4 - [(5F-53) / PAD A5 NECESSARY TO ACCOMMODATE NEW WORK PAVING 4 CURBING THROUGHOUT PARKING INF❑RMATI❑N ° m 3 o ar J _I '� ' k5F-2ci (SP-26) F 2-O" DRIVE THRU LANES AS SHOWN, PER Mc.DONALD'S SPECIFICATIONS. SLOPE TO DRAIN A5 0 ° ' =•- a 'N • . ar 4.- NECESSARY. SEE DETAILS 2/DTII 3/DTI 1 4 4/ DTII 3 ADA 9'-0" X 18'-0" SPACES ® 90' o °C'- a, L- E O 'E a tf -----:---'''......•.• • L.- ., SPACES „ c E _ _in at a.N• 4 - IS •• .. ,. Wr _&' , 4qo/ 4 (5P-13) PATCH AND REPAIR EXISTING LANDSCAPE AS NECESSARY TO ACCOMMODATE 9 9'-0" X 15'-11" SPACES ® 90' °0Cil) o-E ° I �� f : 2 5P-14 / 4 ° DEMOLITION AND NEW CONSTRUCTION. NEW LANDSCAPING TO MATCH EXISTING ADJACENT. - N •o o c' o cc a r s•-•. 6 7 6 9'-o" X 17' 3" SPACES C� 54' o m �_ {E� 5P-0I n �� r ENSURE PLANTINGS DO NOT INHIBIT VIEW TO DRIVE THRU SIGNS. 0 0 _.� o , I 4 a `= TRASH O d7'� - to ' V54 + (SP-14) NEW LANDSCAPING TO MATCH ADJACENT 4 A5 REQUIRED BY LOCAL JURISDICTION 16 9'-0" x 18'-0" SPACES C�1 90' t t oo° o m o c _ m ' REQUIREMENTS. ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF DRIVE THRU 4 DIRECTIONAL V) - �" " °'a ° F `�._ CORRAL , m 4 SIGNAGE FROM CUSTOMERS. (AAD-02) 13 9'-0" X 12'-0" SPACES 0 49' 'r E v o.�N E c „ 1 1r� c v E' 0 0 ` r /� 5P-06 c -8" 4 41 (SP-15) REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT V O ° a, ° 0 o 0 r . . -_. In TYP ■ ACCESSIBLE PARKING STALLS, ACCESS AISLES 4 CROSSWALK. COORDINATE WITH 5 8'-6" X 12'-6" SPACES ® 49' o -I I- c 0 t-7 4 ' ° •4' - E 4 AD-03 FOR REQUIRED SLOPES. ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. 2 9'-0" X 18'-2" SPACES © 90' o �' '8 ° ° © :. <<,� ,; . .r.. . cizgo / ,, ( SIGN LEGEND Q2 X22 a `�P-I2 r PATCH AND REPAIR EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONSTRUCTION �' °- �, o c �, o F 5P-05 'a:.. . .,11.- ,... . .. .r�• ',. .• • .. a (SP-Ib) 2 9'-0" X 20'-0" SPACES 0 0' 0 n.. m C a , Ia ®. . sr - TYP / SEAL COAT ALL ASPHALT WITH NEW ASPHALTIC LAYER. STRIPE PARKING STALLS AND 0 a ..P.-.S' C °_' �' r --:'3-- : •‘ t•' , " ' if r.-. ° . i_,� / -• -'./ a SYMBOLS AS SHOWN. PAINTS TO BE TRAFFIC WHITE (2 COATS) AT PARKING AND TRAFFIC O "WELCOME" GATEWAY SIGN (I NEW) 11 9'-0" X 16'-2" SPACES 0 90' o c, �'= o • •I..• 5' - .. ,/' i. a- Cli ° Cl/ CD 4 , C _. .•1. _ _ °✓R�Q6' ) - 4 r YELLOW (2 GOATS) AT DRIVE-THRU. SEE DETAIL 1/501, 2/501, 4 3/SDI o o C 0, 7 o v 7 4 4 * �SP-Ib I A .,�, ,� '; �' �; dI 4 a SP-I 1 APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. O CUSTOMER ORDER CANOPY (2 NEW) UTILITY INF❑RMATI❑Nci („� N o ° �, o N o \ �� TYP. A •. `_ ' - `. .•\ • .. // (0 « 4 tl a>. c a. S� 6 -'_,: + .•In. •`.. I lk, •. y • \ ," .., i ,� 4 a * i (SP-IS) NOT USED, O DIGITAL MENU BOARD (2 NEW) SIZE TYPE L❑CATI❑N E • ,' �' _w U EXISTING -��` '_ •, oao� 000 NGRE55/EGRES � �=4--- • `-'p �;. =•x-, ��----- O E8_2 * (SP-Iq) DEMOLISH EXISTING LANDSCAPING, ASPHALT PAVING, CONCRETE PAD 4 CURBS AS NECESSARY SANITARY SEWER EXISTING '`,-' v`=� '= , O PULL FORWARD STALL SIGN (I EXISTING 1 NEW) '�' D N o SP-21 - - -'=s' --,--=.--,..,---- ► s - 'r+ TO ACCOMMODATE NEW BUILDING ADDITION. SEE ARCHITECTURAL 4 STRUCTURAL DRAWINGS Cr a 0 ' �' °''" " • • SP-02 5P-03 TYP. E s N �,p SP-04 ® � f FOR MORE INFORMATION. REPLACE/ REPAIR CONCRETE CURBS, LANDSCAPING 4 CONCRETE WATER EXISTING w _c ° o o t 0_c ��� (5P-05}� (SP-14} I O PRE-BROWSE BOARD (2 NEW} 1-- a C.• N.. CSC 2 PAD ADJACENT TO ADDITION A5 NECESSARY PER DEMOLITION 4 NEW CONSTRUCTION. STORM SEWER EXISTING c Q Q (5P-20) EXISTING FLAG POLE TO REMAIN. VERIFY IF LIGHT FOR FLAG POLE 15 MOUNTED TO BUILDING. O MOBILE ORDER PICKUP STALLS SIGN (I RELOCATED) 5f,:12) �, ELECTRIC EXISTING c 4 14. IF EXISTS, REMOVE 4 REINSTALL TO ACCOMMODATE NEW CONSTRUCTION. } Q r „. , "r 4 4 r « -, -- _- - - a. ----_ _ - - - o "ANY LANE, ANY TIME" 51G ( NEW MOUNTED ON GATEWAY POLE) GAS EXISTING a o m �,, G NEA N I LE 5 Sct°.. , . 54' IS" W Igl.l7' U (5P-21) EXISTING LOT LIGHTING TO REMAIN. _ _ W N o L� � N I (5P-22) NOT USED. , vj vj C_ 5 w i- d / SURVEY INFORMATION a w Li-) w H' I (SP-23) EXISTING GAS METER ASSEMBLY TO REMAIN;PROTECT FROM DAMAGE. `�' Cl `" (SP-24) NOT USED. LEGEND CSP-25) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN;PROTECT FROM DAMAGE. EXISTING CONCRETE CURBING TO REMAIN/ REPAIR II (5P-25) EXISTING CATCH BASIN TO REMAIN. N (5P-21) NOT USED. NEW CONCRETE CURBING r I5P-28 NOT USED. EXISTING CONSTRUCTION TO BE DEMOLISHED o I (5P-2q) EXISTING BOLLARDS, PROTECT FROM DAMAGE. FINISH PER ELEVATIONS. jA NEW STRIPING (SP-30) REMOVE EXISTING 4 INSTALL NEW BOLLARD AT LOCATION SHOWN, PER DETAIL 5/DTI2. FINISH PLAN SCALE 1' = 21]' PER.I ELEVATIONS EXISTING LANDSCAPING TO REMAIN Q a I (5P-31) REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEN CONSTRUCTION. REINSTALL -J STREET ADDRESS ec 0 >- PER DETAIL 10/501. VERIFY REUSE WITH McDONALD'S CONSTRUCTION MANAGER INSTALL NEW LANDSCAPING 12388 SW S C H 0 L L S FERRY RD z I PER McDONALD'S SPECIFICATIONS. FINISH PER ELEVATIONS. ENSURE 54" MIN. DEEP W 4, 4, Wc7)PROVIDED AT DOOR. 0 v (SP-32) INSTALL CONCRETE W!-IEELSTOPS AT LOCATIONS SHOWN. SEE DETAIL 12/501. EXISTING CONCRETE TO REMAIN CITY STATE 0 CL LI)CL (SP-33) REMOVE EXISTING 4 INSTALL ALL NEW "LAMP B - - " ROOM FINISH CONCRETE • • NEW CONCRETE T I G A R D OREGON W i a to 0IDEWALKS. COORDINATE REQUIREMENTS WITH 10 . F < I (SP-34) EXISTING BIKE RACK TO REMAIN;REMOVE 4 REINSTALL TO ACCOMMODATE NEW COUNTY EXISTING LOT LIGHT m w CONSTRUCTION. SEE DETAIL 15/501. u N I NEW LOT LIGHT WASHINGT❑N -. CD L N z O Q b a DO W a 0 _ _ _ _ _ _ - '-- - - - -- - - -/I) rn REGI❑NAL DWG. NO CORPORATE DWG. NO. U `" SITE PLAN A18-223 - #11502 0 SCALE: 1 20'-0"1111 I 36 -36WO5 5O7 WSP - 2 /.\ 0 10 20 4OFT. �n SITE PLAN Q < Q < 0 I - 5'-0" VARIES 5'-0" 5' 3' 3' I I co `, / ', ,, ^ y /' i '-0" MIN. 8% MAX. MIN. /""dfff\ ` EXTENSION TYP. Fc 1.5% MAX. SLOPE SLOPE 1.5% MAX. SLOPE in ill 6:1r„,, le TALL HANDRAILS - A (ANY DIRECTION) (ANY DIRECTION) I I T ., o a -, / v,/-LANDING PER SITE PLAN ill 21555 SLOPE 1.555 SLOPE 8% SLOPE s'-o" MIN OO~ \ m MAZ Z' _T 7 /\� MAX. , 5 MIN <' A % 1' w RAMP DOWN / 1 ® `s \ rt, ZR `j' &55 SLOPE `i' I4 , MAX. /� LANDING z Z U �- , ) i . , , 1 Imo,I I�B� 5'-0'' MIN aR l 4 S Q, ' - . . - X X �. MAX. LANDING a , m I 1 m .• ' . a 1 •• . . PAINT SOLID 2 p v Q \ . . . • /^ ..- �� A YELLOW ti` L ANn1NG - / -"\ It E '''',,1 CURBED EDC i Q ' �. ,�:y SIGN #141 O �_ (PMS 123) X' T n a i HANDRAILS AT EACH PROTECTION I'-O° -. - RESERVED I z SIDE AT 34 -38 AFF. z 6 III) EACH SIDE EXTENSION TYP. * v' A in u� v c� ALL HANDRAILS PAINT SLOPED CURB a PARKING i O ONLY eL �' In EDGE TRAFFIC S O '� YELLOW (2 GOATS) °� 8 Q NOTE : ARROWS AND WORDS GAN BE ARRANGED 9.. IN OTHER COMBINATIONS THAN THOSE w RAMP WITH S`5 MAX. PAYING PER SITE PLAN ILLUSTRATED HERE TO ACHIEVE DESIRED a aR �Q SLOPE AND 1cl3 .5% MAX. VAN ELEVATION RESULT. CR055 SLOPE •.1." SIGN #343 ) ACCESSIBLE 1.555 SLOPE r J SECTION 4.6.4 OF THE ADAAG STANDARDS REQUIRES MAX. > '. EACH ACCESSIBLE PARKING SPACE TO BE n TYPICAL PAVEMENT MARKINGS k : .. 0 / '�i $100 FINE n 4'3� SIGN #14. VIOLATION R IDENTIFIED WITH VERTICAL SIGNAGE. SCALE: NOT TO SCALE PAVEMENT_MARKING.DWG 0 z 0 0 o z THE SIGN DESIGNATING THE PARKING SPACE ASLel 5 w W w (36 MIN) E- - ACCESSIBLE MUST DEPICT THE INTERNATIONAL 6'-O" I, «z cr cr 0 SYMBOL OF ACCESSIBILITY (ISA). THE SIGN MUST ir -r �, ��, ,� IJJ Imo, - ALSO USE TEXT TO IDENTIFY THE SPACE A5 s /' i RESERVED. ` o 0 0 0 '� 17 EN LAR, E l P D EDTA ILL j 1N-LINE CURB RAMP DETAIL _ SIGN 1715 RECOMMEND THAT THE U.S. DEPARTMENT OF = a, CO �_ G° • SDI '�� �1 SCALE: NOT TO SCALE TRANSPORTATION STANDARD R 7-8 SIGN BEDRIVE r to w SCALE: 1/4" I-O 4IN_LINE_Gl1RB_RAMPDWG i MOUNTED IN FRONT OF AND CENTERED ON THE n `" < O PARKING SPACE. / `' CONTINUOUS RAIL �� STATE AND LOCAL CODES MAY HAVE VARYING c•, �- I I" RAD. (TYP.) GXTERIOR FADE OF BUILDING I I / \. w REQUIRE=MENTS. SOME STATE OR LOCAL CODES CC 4" SEE SITE PLAN REQUIRE AN ADDITIONAL SIGN THAT INDICATES A FINE in ( .7------------ e' i' .`' AMOUNT FOR PARKING IN THE RESERVED SPACE WITHOUT PARKING REGISTRATION. FINE AMOUNT MAY .�� �t' VARY. THRU v� 1 1/2" DIA. A53 GRADE B 0 ` V STEEL PIPE HANDRAIL SET EACH VAN ACCESSIBLE PARKING AISLE 15 ALSO cv 0 INTO CONC. PIER - REQUIRED TO BE IDENTIFIED WITH A SIGN WITH THE VERTICAL SPACED AT 31-4" TEXT, "VAN AGGCE/BLE" MOUNTED BELOW THE ISA. IT O.G. MAX. - SEE SITE PLAN IS REQUIRED THAT A SIGN BE USED TO DESIGNATE FOR GUARD RAIL LENGTH5‘11 EACH VAN ACCESSIBLE PARKING SPACE. ill ill THE VERTICAL SIGNAGE 15 REQUIRED TO REMAIN } � INTERMEDIATE RAILS - - VISIBLE WITH A VEHICLE PARKED IN THE SPACE. IT 15 1\ I I/2"D STL. BARS ® 4" TYPICAL SITE PLAN RECOMMENDED THAT THE BOTTOM EDGE OF THE ,` O.G. MAX. LOWEST ADAAG REQUIRED SIGN BE MOUNTED AT 60" W �� �, ABOVE FINISH GRADE. THE PARKING SIGNAGE MAYIii g WRAP O ALSO BE MOUNTED ON A WALL OR BUILDING. GROUND it T- — — - — — I� — n in ,=>,___ >' `fl I I I I I I I I 8" PIA. X 18" DEEP IT 15 RECOMMENDED THAT THE HORIZONTAL E I I I I I I I CONC. PIER DIMENSION FROM THE SIGN PLACEMENT TO THE FRONT = I u I I u OF THE SPACE BE 60" OR LEE. IF THE SIGN 15 U - 12 L - 1 L - J NOTE; LOCATED WHERE IT GOULD BE DAMAGED BY PREPARE 4 PAINT METAL VEHICLES, A BOLLARD OR OTHER PROTECTION 15 - ''\- RAIL PER SPECIFICATIONS- RECOMMENDED. VERIFY COLOR IvM.DONALD`S ' PROJ. MANAGER NOTE: ALL TEXT AND ARROW SHALL BE PAINTED I=YELLOW (PMS 123) m 0 14 HANDRAIL EXTENSION � 10 GUARDRAIL ACCESSIBLE PARKING SIGNAGE PAINTED "DRIVE-THRU" WITH ARROW a �� SDI SCALE: 3" = I'-D" SDI SCALE: 1/2" = I'-0" GUARDRAILDWG' SD1 SCALE: NOT TO SCALE AGGE551BILITY_51GNDWG �SDI� SCALE: NOT TO SCALE tu cr PAINTE=D_DRIVE_THRU.DWG w �' o� 5'-O" 6'-8, •r o o �� 0 2 / f I-1/2" DIA. GALV. 8 EXP. JOINT O c .� W/ BACKER ROD VARIE-5 5" 15 LB. BOND = .�..1 a 22 l'. PIPE �' to O L a )I y 0 ❑ a i 0�� BREAKE=R o _00E-0 a. 02-°c 7;;;---::\ SEALANT �' c � � � E /-RI o ❑ 4) 3-- 2 ca o '"' aN� a PAVING :81 w o.82,-: „ISS SLOPE MAX. � ,��- a� � �m 1 IiilLO° / 5DEXIST}=WALK1P 7.0. SLAB I c. '` Q D o rn ar —1 THANX To ' NC +, ❑ y,r 71 Customers With Speech (� OOr Hearing Difficulties Q u ❑ Gtf C O +JBUILDING t, I Please Pull Up vo Them oO` cO Next Open Window Fort y ❑ C �� �J FOUNDATION :„.„__.„..„,„„<„,,,,...„..., / Assistance In Ordering N- '-' a�a rn ❑- T PER STRJJGTURAL �, ^� o U N o oSIGN #7147 .� O -- x°'4” COMPACTED - .,. u' ,• •� v " m LAYER OR APPROVEG ;° ~ w La `n SUBGRADE MATERIAL ONE INFORMATIONAL SIGN SHOULD BE MOUNTED AT E'CS ❑ � EACH ORDER STATION TO PROVIDE DIRECTION FOR U, fl��, � �, -- In O OOTING� #4 BARS ® 48" O.G. / a I HEARING AND SPEECH IMPAIRED CUSTOMERS. THEA Umtv.-7,—._ MOUNTING LOCATION OF THIS SIGN 15 NOT SPECIFIED O �,::;),.L::,-.):LE) a ,T1-6 ORDER STATIONBY THE ADA. YOU bTarj, 1 CONCRETE;REINF. 2 ❑ 30 W/ FIBERh1E5H n C - rnL S E1/2" DIA. X 6" I `� ° �GROSS PIN c O �L�* AS REQUIRED BY CODE OR TO ACHIEVE ADEQUATE SOIL NOTES: ,- - a�3 ar 3 t7 BEARING. SEE SHLLT DTI.0. I. PROVIDE CONTRACTION JOINTS ® 15' CC 8 EXPANSION JOINTS @ 15' CC U ° - .� °1-2 a iY N y > 3 ai y U 00 NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) 8--e" rn ri . L-- ma� t ,_•_ O L., f- o. ° c m it Li 15 BIKE RIBBON RACK DETAIL nBUILDING SIDEWALK SPEECH/ HEARING IMPAIRED SIGN @ C.O. D. 3 PAINTED "THANK YOU" ` ..... > oN m 0 p m D 0 N r5D1 = 1' 5D1SDI "-'SCALE: NOT TO SCALE BIKE RAGK.DWG , SCALE: I" I-O 51DEWALKDWG SCALE: NOT TO SCALE SPEEGH_51GN_GOD.DWG SCALE: NOT TO SCALE PAINTED_THANK_YOU.DW6 .z I- w cn 0 - w c,, a w 4'-O" co it o W �' q 4 -. PRE-CAST CONCRETE WHEELSTOP 61-0" LONG \ 5" VARIES, SEE SITE PLAN 15" mN , y / a. 0 s 2" 4" , 2" I" R TOOLED LANDSCAPE AREA 6" ----\-------- EDGES, TYP. PER SITE PLAN / #4 X 24 , TYPICAL EACH END 1 \ _� Th„ al \i T ;� '\ -9 s- (I) #4 CONT. . .� n 0 r 4•d t j\\ t Y r'- �� Q / S J a `' \/\\A",(1\:',',/"\ \� \\/\/\AXK' \ \ i` �+ , �(4 0 a in o o � ' in 0 4 I w -JCC PAVING PER PLAN i, - I CONCRETE WITH BROOM FINISH, PROVIDE CONTRACTION JOINTS AT 15' CC, iliii �a Qcla I REINFORCE WITH FIBERMESH AND EXPANSION JOINTS AT Z5' GG ` �. LSD f'n �, cv y I 4" COMPACTED LAYER OF APPROVED SUBGRADE MATERIAL 2. ENSURE A 5% MAX. SLOPE IN THE INTERNATIONAL SYMBOL OF ACCESSIBILITY o a c DIRECTION OF TRAVEL, AND 1.5% MAX. NOTE: W "' I I CROSS SLOPE. I. USE PAINT WHICH CONTRASTS , O O Cr D 0' 0 o I I WITH BACKGROUND (WHITE ON BLUE) �} L� o `' "' U 2. THIS SIGN TO BE FURNISHED AND A18-223 - #11502 INSTALLED BY G.G. 12 WHEELSTOP O8D1 SIDEWALK AT LANDSCAPE 4 PAINTED SYMBOL OF ACCESSIBILITY ii; �5D1 SCALE: 3" = 1 -0 SCALE: I = 1-0LANDSGAPE_51DEWALK.DWG 5D1 SCALE, NOT TD SCALE ACCESS'BILITY_SYMBOL.DWG N 517E DETAILS ISS3eI DN I ISS2>d DN oNI1.SIX� - . . 4. 4. 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NEE m rn 0 tlii 0 r�T O DT 3 O O A • a If I a ° D . m rn r tirnOOrnr�1T lj W+ to O PTT7 ' ' " 3)::> �7 7 - � N � Ot]OC'+ �iiT s" VrC3 { L� C� 1 z tzptZtio o OpO 73 drn C> rnOOz -a o -tom <� � � � A z1- ' 00 rn rn I - 1 rn -1 � mz - O - — fi 6> �° 2 i rnzvrnl — 6z� c - ODD A6 -3zOli drn O ? a. rn C - n > � ztzU' ° 2rn rn (n > T fi Q. aEn 1- R rn � � z rn � 1-01,11 VJ zs' 1 -1 ;1111173 z (51 D � CU , rn -I ' 7C r- 713 GN rn> nA rnn O V \ \ \ \ \\ O t � u' c \ 0\\ \ \ O z tt "mii \\\ \\. \\ \\ \\ \\ \\ 7 t► CU i iLET NO. TITLE DRAWN BY PREPARED FOR: ©2018 McDonald's USA, LLC PREPARED H 201 MRP REMODEL >l „ 1 McDonald"s USA LLC Cy STD ISSUE DA71E CORE 16 fi ISEPT 2011 ® 4 -/-;19 OWNER REVISION FHA A ' ru NJ These drawings and specifications are the confidential and proprietary DESCRIPTION REVIEWED BY property of McDonald's USA, LLC and shall not be copied or reproduced FREIHEIT 3 3/4/19 OWNER REVISION FHA x \ SEC without written authorization. The contract documents were prepared I CMU WALLS for use on this specific site in conjunction with its issue date and are 12!7/18 OWNER REVISION FHA -0 STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of ® SEPT 2011 these drawings for reference or example on another project requires the ARCHITECTURE 1 10/1/18 OWNER REVISION FHA Ln BRICK WAINSCOT/COLUMNS & SIDING services of properly licensed architects and engineers. Reproduction of 0 - 4 0 Iv SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. - /26/ 18 LEGAL CLEARANCE FHO A 36-0105 12388 SW SCHOLLS FERRY RD, TIGARD, OR 97223 REV DATE DESCRIPTION 173'1' NOTES: NOTES: < < < <t o LL L. � L. � CO 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 NOTES: I. 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 PSI LOOP MADE FROM ONE LENGTH OF THIN (4) ?IS" X4-I/2" SLOTS ON AN II-1/4" I.G.C. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE RECOMMENDATIONS. FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE-TWISTED DIA. PATTERN SIGN SUPPLIER 3. SEE SHEET DT1.0 FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR AT FACTORY. 4" 8" 4" 2. GENERAL CONTRACTOR TO INSTALL PRE-FORMED,PRE-WIRED VEHICLE DETECTOR LOOP. DETECTOR LOOP. 1. DETECTOR LOOP CONSTRUCTION: / 1 / 9,8" X 3.4" X 0.2' 3. #12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. 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 AS DETAILED. 9,8" X 3,41" X 02 " /GUSSET TO 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.G. NO METAL ALLOWED. EQUAL. FABRICATED STEEL COLUMN i /h I. Ns, 0 5116"V PLATE 3M: 1-800-328-0033 BASE PLATE ' , /NY 'J ?j NO 5.ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED BY THE CONTRACTOR. HME: 1400-848-4468 -- `-J i SLOPE TOP TO SHED WATER -__, 3/16_ .- - 3�6Y TUBE TO PLATE TVP. Z __ i M FINISHED GRADE v0 BUILDING WALL I-1/2 PVC CONDUITS TO BUILDING FOR: . . . . I RR �_ Lo • LOOP DETECTOR 4 AUDIO - folio ��`J _ CONCRETE CURB • DATA CABLE L HEAW 3/4" DIA. I I/2' PVC SLEEVE d m u '_ . I ( - - - - - - HEX NUT(6ALV) 111 = I -- / DETECTOR LOOP 1/2 STEEL CONDUIT TO BUILDING FINISHEDT iii C I ��1 'n FOR GOD POWER LANDSCAPE _; I 4' 4" SCALE:PA NOTES.DW6 w �' GRADE : :_ LEI h' / Z ' Z z COD POST FOUNDATION -_ I I I:= z c o c� 2'-0" r0 2'-6" ..;.:- : I I'-8 I/2" cr, �� v� U� - � t ./ I M __ o" G ( IN I I� > > - = (3) #3 REBAR I 1G 3 _ , EXISTING . /i— ( I/2' FVC SLEEVE FOR DETECTOR LOOP - TOP 5" SUPPLIED BY �,_ �../ I I �, / ' +� .' 9 DETECTOR GENERAL CONTRACTOR) BASE PLATE DETAIL I I ¢° LOOP -�` SECTION A ! ,.. A ° i i o - a s Li 2'-0" TO 2'-b' 12'-0" (MIK) w w w w -T 1_ �,_.. ( f lJ 3 STIRRUP I ( 4� /� Go oo ,le 5'-0" !r-,-, _ 3/ V .' • ` DETECTORlin,......==,..„,.,=. HOOK TVP. . - a} I TRAFFIC 9a' LOOP ''� Q 6"x 18" CURB i N { FLOW I • r ` - -_ F' (4} 314" DIA. x 30' LONG TVP. 1-0''' N o t, <_ ' �_� ANCHOR BOLT WITH NUT d .: y � NP I {t^k WIDTH OF DRIVE-THRU ( * 5 ,r I `° WASHER(GALV) 3 314" DIA. x 30" LONG I vLI LANE _ _ 4 I' 1IC1 �, ^ • ANCHOR BOLT WITH NUT 4 .a . - • - SLOPE CONCRETE PLAN FLOW c WASHER(GALVa 314" DIA, X 30" \ 4 - / • - W AWAY FROM BLDG. --v I I/2" PVC SLEEVE IN D/T SLAB FOR ''-.-CONCRETE CURB -. n ti LONG ANCHOR i a I/4 PER FT. VEHICLE DETECTOR LOOP j� - -�- = • BOLT(GALV) -- PLAN WIDTH OF DRIVE-THRU LANE v1 HEX NUT(6ALV)A I PAVEMENT '' BUILDING 2" MAX. ��,..—LEAD IN WIRES • TACK j I/ ---' CONCRETE SLAB „,. --r __ V n _ ELEV. 0'-O' } - -vY------ GOD P051' 4 FOUNDATION 4 - IL -II' (4) #5 BARS(EQ.SPACED) SECTION A ANCHOR BOLT . CONCRETE CURB SUPPLIED BY GENERAL NOTE: X CONTRACTOR '. .„,_-----\--CONCRETE CURB I IL PAVEMENT -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMLATE. i ��� FOUNDATION WALL " 8 -DO NOT GUT ANCHOR BOLTS AFTER INSTALLATION OF POLE " E SECTION .,,,, 2 MAX. c. 6 CONCRETE PAD NOTE: DETECTOR LOOPS AT PRESENTATION AND ORDER \.- 1 1/2" PVC SLEEVE FOR VEHICLE FABRICATED STEEL COLUMN r �' �--�'' ; WINDOWS ARE OPTIONAL, DETECTOR LOOP m 3/4" DLA, x 30" LONG 6C TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE '� FUTURE LOOP INSTALLATION. 41 ra-�-", " if ANCHOR BOLT WITH NUT d _...°. i _ PATCH d REPAIR CONCRETE-- _ FWASHER(6ALV�SECTION I :: g CURB AS NECESSARY (WHERE = ' =7711 : _' t `bP APPLICABLE) B - DT WINDOW DETECTOR LOOP A- C.O.D. DETECTOR LOOP - 2'-0" ;: I I I I "`"" 5/8" STEEL BASE PLATE cn LA etT, ,r / `m H 11 cr 1 1 EL Li a. ,$ DETECTOR LOOP DETAIL Ip DIGITAL MENU BOARD ' ' D/T CONCRETE PAD U ° DTII DTLI " r " ,L C,-a o N ,- 2 a °g',.,',7, \, SCALE: NOT TO SCALE DETEGTOR_LOOPDWG \ SCALE: NOT TO SCALE CONNECTION DETAIL `DTL.i SCALE: 1/4 - 11-0" CONGRETE_PADDWG o a o p NOTES: NOTES: a ...1 a L. • -a i v° cic ar C ., vv3 = °mN KEYNOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/8" THICK STEEL BASE PLATE a• 3 ��-' a i ELECTRICAL EQUIPMENT ITEM 215.02E5 IN PRESENTATION 5 11/2" PVC CONDUIT FOR REMOTE LOOP DETECTOR d COD ACCUMULATE. • E s r o BOOTH. PROVIDE 2" HOLE 4 GROMMET IN JUNCTION BOX II AUDIO CABLES. EG TO PROVIDE 3 FULL STRINGS INSIDE (4) 718" X4-I/2" SLOTS ON AN II-1/4" o .,,, 0 0 °c'0,a. COVER PLATE FOR POS DATA CABLES. PROVIDE 2 I/2'C CONDUIT, NOTE: SLOPE PAVEMENT TO FOLLOW LOT N c c° --•� ° c ,_ ABOVE CEILING. Gib" X 3,'•i" X 02 ' 4" $" 4" DIA. PATTERN FOR DRAINAGE " - c v o I I/2"C FOR COD DATA CABLES. EC TO PROVIDE 3 PULL FABRICATED STEEL COLUMN " ' 0 -6000 ° °c OPTIONAL DRIVE-THRU WINDOW DETECTOR LOOP FOR ORDER # 6 STRINGS INSIDE CONDUIT. •BASE PLATE / / F B X 3.q X 02 {' .°''a m c 2 FABRICATED STEEL COLUMN i �' ° O 3'N E c PRESENTATION WINDOWS - SEE IS/DTLI 6.G. TO INSTALL PVC _ _ a o ° a X y, ° SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION, 7 CONDUIT FOR GOD LOOP DETECTOR,ELECTRICAL EQUIPMENT SLOPE TOP TO SHED WATER ASPHALT PAVEMENT ITEM 211.IIEI* - SEE 181DTI.I. I " <GUSSET TO �••• o c� `°o o 3 ELECTRICAL EQUIPMENT ITEM *2I5.02E4 IN ORDER/CASH BOOTH. ' �iif ►� 3116 PLATE ::._1:1 PROVIDE 2" HOLE 11 GROMMET IN JUNCTION BOX COVER PLATE B 1/2"G-2#12,POWER FOR MENU BOARD ILLUMINATION. , '�!� ` "� C"` • <t C°' ° 2 u�, `o " A i 3/16 /Toe TO a _ ° c FOR P05 DATA CABLES, PROVIDE 2 I/2"C ABOVE CEILING. k • p °' 311b" PLATE TVP. ' _£ �. <il „�� .�o _ ° o v 'ORDER HERE' CANOPY LIGHTS. � : I HEAVY 3/4' DIA. CD 0 c a o) o E 4 PROVIDE STEEL CONDUIT AND CONDUCTOR PER P05 GOD q _ ., �1 ° ° ° vISOLATED GROUND/DEDICATED CIRCUIT DETAIL. 112"C-2#12 d 'd"''` i * --;; }AJC NUT(GALV} NT,'I#12 GROUND d I#12 ISOLATED GROUND. PROVIDE I GB PER • s r� a _ II i _ FINISHED • /�1 -II 111 ( � ��M - o,2.V,-w c Qv GOD. 5" CONCRETE SLAB c w' LANDSCAPE ... N II r.1 r .. 0.- o L - i� �J ' WITH HI-TECH FIBERS L ° ° ° � iY GRADE . 1-,::.-._ I ► 4i� n se -`v ,, 0 _ I I �.- I ;- I REINFORGMENT EE SITE W 5 c'o ° o _ a� a� PLAN FOR LOCATION —— —j 1 : (3) #3 REBAR 10 CIG(3 IN - - " - - " - - I IQ °t z - '• - H " 4 COMPACTED GRAVEL t a'3 w c., �- _- TOP 5 SUPPLIED BY I I ' W ° °= v ^IGENERAL CONTRACTOR) ' 4 •' ••1 ,/4I I CEILING "\ CEILING SECTION A . I ! ' ll I"-B 112" i i • - r Li ,r x7 0 o m a C� -- 3/4 Z = u LP-I I / �, BASE PLATE DETAIL DRIVE THRU PAD DETAIL W �` " GP 215.02E4 215.02E5 INSIDE 3 o a ( �' ` �` HOOK TYP� DTII ,_ �� o �� {4) 314" DIA. x 30" LONG I L SCALE: 114" = I'-0" DRIVE-THRU_PAD.DWG ii: 0000l ANCHORBOLT WITH NUT 4 OUTSIDE1111 B + 1rT _ ` , WASHER(GALV) i eN r © tV v P r COD cN b y `n 3/4" DIA, X 30" c) ea., I1Mil II DIGITAL MENU I - `` 5/4" DIA. x 30" LONG BOLT LONG ANCH(GALOR 6' c 21?.IIE! 21l.IlEl 4: • K,r WASHER 6ALV WITH NUT 3 LANN'NDSCAPER BY R I" g PRE-BROWSE BOARD n BOARD /� 4 / < �,� ( ) HEAVY 3/4" DIA. i r } © r r n HEX NUT(GALV) I , TOP OF PAVEMENT ci �, - I I © { ( © _ • \�` GRADE BY �`. • I © TRAFFIC • • r. I FLOW 6 I I =,s <; TACK G.C. `` ' :fl v Ell \r/� CI 1 `'/ ti„/ ars _.<,.. ..r a,-e II 4 m (� U: I- " k (4) #5 BARS(EQ, SPACED) SECTION A ANCHOR BOLT - / ` w 0 D r�o� II . I I "� ,L `-,. ,, r.. ,,,, , v SUPPLIED BY NOTE: i`� J w o� Z Cr) U I _ i CONTRACTOR 41.13" X 3.a" X 02" / • �• '�_. � �`" 4 6' 'A -- �� FABRICATED STEEL COLUMN #4 (CONTINUOUS) l y�, t: L, C) U L- a 1:--1 -_ -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. ' . a co F- < ,- -. (:::= -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE '''77-77, `�° ``�'"` n Li 0 1 .:::_:ii I -I �, ,� 1 _.I , 3/4" DIA x 30" LONG NOTE: PROVIDE EXPANSION �/ � - N I I Q -: _ JOINTS . 20'-O" O,C. (MAX,) 1:, z Z 2'-0" i ` ANCHOR BOLT WITH NUT I I / .:. .da. WASHER(GAL Y.) s nin SECONDARY El 6 ANDEM DIA. I- N 0 1.-- T TANDEM I ti �Il 'I ` ' G W' n m k0 LDRIVE-THRU J I I I I 5/5" STEEL BASE PLATE 1to ° (WHEN APPLIES) an I I I I �— CAISSON FOUNDATION A18-223 - #11502 it II -' T / DRIVE-THRU SITE WIRING DIAGRAM DIGITAL PRE-BROWSE BOARD 0 1 /',"-0) 12 _i;;::: 11:7:: 1 !,...:77::; 1 ::::::::::: 6" X 1 $" CURB SECTION DTISCALE: NOT TO SCALE SITE •WIRINGDWG \DTLI SCALE: NOT TO SCALEA - CONNECTION DETAIL DTII " _ r " DRIVE THRU OTLS '�_ SCALE: il4 - i-0 GURBDWG < < < < O Ute.. I U I� m 6" DIA. CONCRETE ., FILLED POST , 3e TOP OF PAVING ;. 'o /� --E I 1 I'-6" i 1 1-1 1 -: - I 14 17 7 / .,,.,,,, % 1 — ,, ' \ \ i -, z O. 70- `\` ,.'/ VIEWING AREA PRIMARY SIGHT LINE 0 '' OF CAR IN MOTION. 30° _ 1 61 F— MAX. ROTATION OF HEAD Lu BEFORE DISCOMFORT. z Z z z 0 O O O PLANcc SECTION > 5 n 5 < W 1,1 W W J ri C: EY U W W t,l LLJ — z Z Z z O O 0 O � DIT POST DETAIL VEHICLE SIGHT LINES DTL2 SCALE: NOT TO SCALE DTI2 �. DT_P05TDWG SCALE: NOT TO SCALE VEHICLE_SIGHT_LINESDWG ",,, • �.. NOTE: ",i cv o ¢ in NOTE: -USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT STRENGTH (f16) ACCUMULATE. `f- 1-7 N t Lai -PIER DEPTHS REQUIRED ARE MINIMUMS. -USE FI554 GRADE 36 BOLTS MINIMUM 1/2 HEIGHT LOCK NUT ' ALL PIERS TO EXTEND TO FROST DEPTH r -USE HOT DIPPED GALVANIZED BOLTS (GALVANIZED) AS DETERMINED BY LOCAL -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF HEAVY HEX NUT JURISDICTION. I STANDARD PRACTICE (GALVANIZED) Ai. -TOP OF PIERS SHALL BE SLOPED SUCH f I -ANCHOR RODS,LATS d I'MA5HERS SHALL BE SHIPPED AS AN PLATE WGASHERS PER 1` THAT MOISTURE CANNOT AC�t UMJLATE. SLOPE TOP TO j '- ASSEMBLY FROM THE 51GW LIGHTING MANUFACTURER -MINIMUM ALLOWABLE LATERAL SOIL D yiq• *1 �� -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE MFR. (GALVANIZED) BEARING PRESSURE 100 PSF/FT OF HEAVY HEX LEVELING NUT DEPTH (x2) — - - 3'-0" DIA. -1 t 1 I ` , (GALVANIZED) -PROVIDE A MINIMUM OF 3" CONCRETE FOUNDATION COVER FOR ALL EMBEDDED STEEL t '�' -1.1-1- -ALL FOUNDATIONS ARE DESIGNED FOR f T- E II" 1^ 4),GRADE 36,HOT SINGLE OR DOUBLE PIER COLUMNS FINLANDSCAPE / -r-- I I =7 z -� ANCHOR DIPPED GALVANIZED LTANIZED�`' -ALL REINFORCING BY GENERALz , I I I ,� E, CONTRACTOR GRADE OI ( I I N Q / t.- --.) rZ ii=0_ lq /2 I 2 — LI , D C:= 711 ._ L E 4 - 2"x2"xl/4" PLATE ,,., 5 I 1 I I SLOPE TOP TO SHED WATER it :Iliv ` "_" � ' ANCHOR BOLT I 3" NOTE: MIN. COVER 4 1 4— 7— Tr-r'' -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ELB ? o II •- ACCUMULATE. d3 Q —- — 1,-f _ -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN EgJAL—— — — __ ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE aitemlso ' -I— 7_4' ci. ,."- J W +L+O't7 (8) It6 VERTICALS SUPPLIED BY GENERAL-------- �` I 1 1 �' '�' °' N 0 Lo CONTRACTOR ELECTRICAL CONDUITS FED L n a a 43 TIES IT O.G. W/(3) #3 TIES ,1 i E THROUGH HOLE IN BASE PLATE o °-' a+; v o TOP 5" SUPPLIED BY GENERAL 4 Q f o ... -O ° ►-' 7 d aai w c . �.. �� ' t , o 0 '[7 3 N , 2 CONTRACTOR __ � , o O � 3.- -" 0 a N" a • .— = 1N. : U •134, .0!):.N y ` y++ � -�-' U y'-' N N N • 3'-0" DIA '"' SLOPE TOP TO SHED WATER N., o `� U r v E o o c 0 �):;4.77; !.a.::0C L 6 ORDER HERE CANOPY FOUNDATION c flih O 0 y C , y Y (J Dri 2 SCALE: NOT TO SCALE CONNECTION DETAIL 0 N C U N F- L � s' O NOTE: Alli. . •`w o '6 NOTE: � °o N V t-0 y_ qct vy -USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT A co o o C t 113 ; STRENGTH (f'c) ACCUMULATE. -o o °�-'a -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL -HOT DIPPED GALVANIZED BOLTS o;� -21 T E PIERS TO EXTEND TO FROST DEPTH AS -F1554 GRADE 36 ANCHOR BOLTS 1/2 HEIGHT LOCK NUT C� : 2) ° , ,_"11, 8 ° 0 DETERMINED BY LOCAL.JJRISDICTION. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF (GALVANIZED) oe l `v:.2 Q, �` -TOP OF PIERS SHALL BE SLOPED SUCH THAT STANDARD PRACTICE MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS,NUTS 8 SHALL BE SHIPPED AS AN HEAVY HEX NUT 2 0_`w •. -ELECTRICAL CONTRACTOR TO PROVIDE ASSEMBLY FROM THE SIGW LIGHTING MANUFACTURER (GALVANIZED} L. o e V 0 3 o V al o INFORMATION ON CONDUIT AND ELECTRICAL SLOPE TOP TO -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE GALVANIZED WASHERS a 0 w = 0 N w o REQUIREMENTS. SHED WATER 1(11 I (SUPPLIED BY MFR,) w v ° o N -MINIMUM ALLOWABLE LATERAL SOIL ,.-�- '-i 1 T I, 36" BEARING PRESSURE 100 PSF/FT OF DEPTH I 1 t fi y�I F i `' / HEAVY HEX LEVELING NUT W (x2). _ E Y 444- —1- DIA. (GALVANIZED) )- F- ,--- >- 0 -3" MIN. CONCRETE COVER FOR m 'n -i- —r ION m . C) D 0 REINFORCEMENT FINISHED tt1 —T 3/4" DIA. GRADE 55 HOT 5 ` Csi ;.J - 1-- -ALL REINFORCING BY GENERAL LANDSCAPE I I ' DIPPED GALVANIZED '1 ct L:2 ti 1--- > U' EL I �;; ANCHOR BOLT - w ,,, Q CONTRACTOR GRADE' E f - 0 L-) a. o to I ='\'ct; t >\ I II %j o f co EL .4 1 E I 2"x2"x1/4" PLATE IJ 1 I I SLOTTED HOLE , SLOPE TOP TO , , S E SHED WATER ANCHOR BOLT ! O 1 44c1 3" MIN. COVER NOTE: a -I— 7— -f ff -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT F- II = ACCUMULATE. 6 I I' -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN _ _ ASSEMBLY FROM THE SIGW LIGHTING MANUFACTURER z _ c —— -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE I , , , i �s �, Q D ..7.1 z O (12) 61-10" #6 VERTICALS SUPPLIED BY -I- 00 GENERAL CONTRACTOR W 0 ; o I I n� Q V) #3 TIES 12' O G. W/(3) #3 TIES ! a ; `� 00 TOP 5" SUPPLED BY ORAL I I j I n a /- CO CONTRACTOR Z ELECTRICAL CONDUITS FED Z I L f THROUGH HOLE IN BASE PLATE �� 2 -1 o .1— —1- _ �-yy�� , _ _ tom; , > J GJ 4._ , ` Li U O J V-LL, S }' W S Iii H N D yj} M „ A18-223 #11502 �"f SLOPE TOP TO SHED WATER Z „, . �, GATEWAY SIGN FOUNDATION ,. it , 1 i1 E ` 41.2i SCALE: NOT TO SCALE CONNECTION DETAIL 0 DRIVE THRID DETAILS Q =z i o >- O2 u_ w 1.,... En Q Dl � �_ 031.2DI27-(DN-03) _, fµ{}1 l_l1 0 /12N-‘05) " DN-03 DN-01) DN-03 (DN-06 / (DN-06 TVP. i, u // ___._ i 7707 '0 n :I -- /f --i ......_ \ ,. \ .41, -(aN-03 DN-03 11 / 77 1 1 1 I ) / In 1I I II � / (DN-02}-� ,_.__" / U \ DN-02 �''� DN-Cl . DN-03) i I I I — i 1 z • DINING jj }} ROOM DNN-o �t l) / / ,1 // I1 0 LI,) �' I �(AD-34 - DN-II •;::!...-----` ,�I f 3'-0" 171 tt 3'-O" II I i c � 101 � ,.1 to . j, __ i c,, 2 I I �,, WOMEN'S i 1 TVP. (PN-02 •1. L.J `,,, i L, 1-16 103 L \ // I , 7N-11 1 --- /i\ 0_____y � - � - - �� � � tiaDN-03) jq' w \\ z z z z ° DN-20 1 DN-26 / l� �� 1 — -1 1— 1 _,� _ o r o o Cn in V) G'1 cG —..0 0 l �/ 1�1\ PLAY t t UJ � W ' W DN-2i - tja `� `� `� `� aN-20 i — , — 9— P CI ' 1 /1 PLACE LJ W I r._......_.... \ tt i Z Z Z Q 1 Y o (DN-15 - .. ._� 0 ' \� . . . . �� 1� '''"f AD-2 1 114 I s 0 } _J c:: h , / DN-10 r o c> o c� 4 iAli \ \0 __ DN 1 IC „\ 11 i_ ' 1 (DN-22 K \ �--- / 'EYP. j` � � � kD-2 DN-11\-(AD-34) (DN-12 '\`' II IIc-NA I I -L-1 , i N o c DN-I I TVP. i 2N-16 MEN'S TVP. 104 PIN (DN-21 I . Lu - 7 i I, J _ DN-I2 1 �r N i > I i — TYP \ — •E._ 1 i / N 2 ) i� j j ` ' On �� ROOM — — II D 6 �' 1 I - I I 101 \ t DNI I _ _.......- , DN Io 11 r I - I DN-li �- / , , G D I DI 1 it 11 I /D TVP. 0 __,_--- // i 1 II i Ill i1 ; i- i; i__ I Q DN-I2 i -- (DN-21)--v . [d I /- ___. i I_ i/, , , , __. 1 ;/ r _2, 11 _� /\\ 7//// i 7 �f c==3,,, ,_ „ 1 1141 9 G Di. 1 El . ,1 , i 1 t , !Ili D -13 `,.. '''''-' — -__------'''!. ..," 0 .,-,/ I 1 "iii-jt61.1. :--:- I ,. li ( ( -- . . _, c „ , i I 1 . /y :. Irt ; 1TCHN . :, ;. 1: i ITCHEN - � c. _ ' f f II r_ 105 .._ .__.. ._.... _.. �..__ ......- --j 1 105 _ Aa-25) ç_L- 1 /' AD-2. / �\ I L_i Dt Li sEr______, ,: I AD-21 __ � r � _, iii „/ _ __.. ., ; 7 - -.2- .,. / P 7 1 Eg ' I5, ,'„-'‘: : t nil r ) I D 1 um**. ,_____ _ :: H i , „Lt...: I 1111111 1 — —7(DN-I4) a . IR :' _ ch . _ TION N : 17 is E -0) — I 116 � f -- sw �,; .`.. ..:, i E it v :546-6 DN-26 , .'ti _ / �1 I T T 11T t � ia o -o 1/1/1 DN-05 ;.. - �t- —1 vQi irk.....! a ° o c ° °.°c -, I � � �, � kj11, CASH /, , [ I BOOTH _ t 1106 .t , T �' :y. _ N � ` � -311 1108 I t .. ... .: _ — _ y p i — — _ ___ , , . _ -_ ! N l �i: D 3 DN-0IC4 MI% TVP. : 15' o=t.'v ;a) LOcv ; 5 °? m O U - C .c 1_00 0-04, zo Ts DI3 _ _ z � .0 � N Uaay/ �N-04T cuyv °o d C 0. d .,� cU-. I1 � U 0++ N O i-D 2- 0dy UN y. C - Oy_ 4 DEMOLITION FLOOR PLAN � i o DIOA o ° � ,_*- �,o ria SCALE: 1/4. � !-0Y QU c r o w o-v • , C3 c2U_ p O 3O.p QT, o O N ilt ID0 UDEMOLITION KEYNOTES BARRIER REMOVAL NOTES N0 iiiw •C I-– O Ci- (DN-01) REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION To ALIGN WITH WALL BELOW. (DN-13) REMOVE EXISTING BEVERAGE CENTER WALLS TO EXTENT SHOWN TO ACCOMMODATE (AD-II ) SEE FLOOR PLAN. (AD-26) REMOVE EXISTING GRAB BARS FOR INSTALLATION OF NEW PER FLOOR PLAN. REMOVE ASSOCIATED GUTTERS E DOWNSPOUTS 4 EXISTING SOFFIT LIGHT FIXTURES E INSTALLATION OF NEW. SEE FLOOR PLAN E INTERIOR DESIGN DRAWINGS FOR MORE (AD-I2) SEE SITE PLAN. w r >- O .- CAP UTILITIES BEHIND WALL AS NECESSARY. CUT BACK OVERFLOW PIPES TO ALIGN INFORMATION. PROTECT ADJACENT EQUIPMENT FROM DAMAGE. (AD-2q) REMEDIATION OCCURS IN (DN-16). m D CD WITH WALL BELOW. SEE ELEVATIONS FOR MORE INFORMATION DN-I4 REMOVE EXISTING WALL FINICHLS FOR INSTALLATION OF NEW WALL TILE PER INTERIOR (AD-13) SEE FLOOR PLAN. in ra o DN-02) REMOVE PORTION OF EXISTING EXTERIOR WALL CONSTRUCTION AS SHOWN. ) CAD-30) REMOVE EXISTING TOILET PAPER DISPENSER FOR RELOCATION PER FLOOR PLAN. w - { DESIGN DRAWINGS.VERIFY EXACT EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION (AD-14) SEE SITE PLAN. < w o w F- ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN,SHEETS AID E AI.1 E STRUCTURAL MANAGER E INTERIOR DESIGN DRAWINGS. PREPARE EXISTING SURFACES AS NECESSARY CAD-3I) REMEDIATION OCCURS IN(AD-21). D. LLI DRAWINGS FOR MORE INFO. SALVAGE EXISTING BRICK WAINSCOT FOR REUSE AT NEW (AD-15) SEE 517E PLAN. " Q o WALLS. G.G. TO VERIFY EXTENT OF REUSE WITH McDONALD'S CONSTRUCTION MANAGER FOR INSTALLATION OF NEW TILE. (AD-I6) SEE SITE PLAN. (AD-32) REMOVE EXISTING STALL DOOR HINGES E FULL/LOCK HARDWARE FOR INSTALLATION OF ol (DN-03) REMOVE EXISTING STOREFRONT TO EXTENT SHOWN. VERIFY SALVAGE OR DISPOSAL WITH (DN-15) REMOVE EXISTING RESTROOM ENTRY SIGNAGE FOR RELOCATION PER FLOOR PLAN. (AD-11) REMEDIATION OCCURS IN(DN-03) NEW MCDONALD'S AREA CONSTRUCTION MANAGER. REMOVE EXISTING CORIAN SILL TO (DN-I6) REMOVE EXISTING FINISHES IN RESTROOMS A5 NECESSARY FOR INSTALLATION OF NEW (AD-33) REMEDIATION OCCURS IN(AD-21). EXTENT SHOWN FOR INSTALLATION OF INFILL CONSTRUCTION. PER INTERIOR DESIGN DRAWINGS. PREPARE SURFACES TO RECEIVE NEW FINISHES AS (AD-I6) SEE FLOOR PLAN. (DN-04) REMOVE EXISTING DRIVE THRU WINDOW E FRAME TO EXTENT SHOWN.VERIFY SALVAGE NECESSARY.CLL FLOOR PLAN AND INTERIOR DESIGN DRAWINGS. (AD-I4) REMEDIATION OCCURS IN(DN-I2). (AD-34) REMOVE EXISTING MIRROR,PAPER TOWEL DISPENSER,GOAT HOOK, E BABY CHANGE FOR N INSTALLATION OF NEW PER FLOOR PLAN. REMOVE EXISTING SOAP E SEAT COVER cN OR DISPOSAL WITH MCDONALD'S CONSTRUCTION MANAGER. PREPARE OPENING A5 (DN-17) REMOVE EXISTING LAVATORY FOR INSTALLATION OF NEW PER INTERIOR DESIGN (AD-20) SEE FLOOR PLAN. DISPENSERS FOR RELOCATION PER FLOOR PLAN. NECESSARY TO RECEIVE INFILL CONSTRUCTION PER FLOOR PLAN DRAWINGS. SEE FLOOR PLAN,SHEET AI.O,FOR MORE INFO. (AD-2I) REMOVE EXISTING TEA, LIDS, d CONDIMENTS DISPENSERS FOR INSTALLATION OF NEW. (AD-35) REMEDIATION OCCURS IN(DN-I1). O (DN-05) REMOVE EXISTING CASH BOOTH EQUIPMENT AS NECESSARY FOR RELOCATION PER (DN-I6) REMOVE EXISTING WATER CLOSET E FLUSH VALVE FOR INSTALLATION OF NEW PER (AD-22) SEE FLOOR PLAN. (AD-36) REMOVE EXISTING EMPLOYEE BOOM COAT RACK HANGERS FOR RELOCATION 11 o FLOOR PLAN. VERIFY EXTENT OF REMOVAL,REUSE,SALVAGE,OR DISPOSAL WITH FLOOR PLAN. EXTEND UTILITIES TO NEW LOCATIONS AS NECESSARY. PER FLOOR PLAN. < MCDONALDS CONSTRUCTION MANAGER EXTEND ALL REQUIRED UTILITIES TO NEW (DN_14) REMOVE EXISTING URINAL E FLUSH VALVE FOR INSTALLATION OF NEW PER FLOOR PLAN. (AD-23) REMOVE EXISTING TRAY SLIDE OR TRIM DOWN TO 4" MAX OVERHANG. BID ALT: F LOCATIONS EXTENT, UTILITIES TO NEW LOCATIONS AS NECESSARY. REMOVE EXISTING BEVERAGE BAR CABINET E INSTALL NEW SELF-SERVICE BEVERAGE 6 tl (DN-06) REMOVE EXISTING STRUCTURAL COLUMN AND/OR PORTION OF WALL TO ACCOMMODATE (DN-20) PREPARE EXISTING INTERIOR DOORS FOR NEW LAMINATE 4 FRAMES FOR PAINT. BAR CABINET WITH INTEGRAL TRAY SLIDE. ENSURE TRAY SLIDE 15 LOCATED AT 34" A F.F. MAXIMUM E PROTRUDES NO MORE THAN 4" FM THE CABINET BELOW. z >- INSTALLATION OF NEW COLUMN. SEE FLOOR PLANE STRUCTURAL DRAWINGS FOR MORE ROJ w o INFORMATION. (DN-2I) VERIFY EXIST. LOCATION OF FLOOR DRAINS E IF CONFLICTS OCCUR WITH(N) RESTROOM (AT,-24) REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS W LAYOUT,RELOCATE DRAINS A5 NECESSARY. EXTEND UTILITIES TO(N) LOCATION. E INSTALL NEW A5 SHOWN. VERIFY NEW SEATING PROVIDES 5% MIN ACCESSIBLE SEATS. 0 w (DN-01) EXISTING STRUCTURAL COLUMN TO REMAIN;PROTECT FROM DAMAGE. D (DN-22) REMOVE EXISTING HAND SINK FOR REINSTALLATION PER FLOOR PLAN;PROTECT FROM ENSURE ACCESSIBLE SEATING IS MARKED WITH THE INTERNATIONAL SYMBOL OF 0 x o (7N-06) REMOVE EXISTING OFFICE FURNITURE E EQUIPMENT AS NECESSARY FOR RELOCATION DAMAGE. ACCESSIBILITY E IS LOCATED ON A 36" MIN WIDE ACCESSIBLE ROUTE. PROVIDE A MIN .Z t- z PER FLOOR PLAN. VERIFY EXTENT OF REMOVAL, REUSE,SALVAGE OR DISPOSAL WITH (DN-23) NOT USED. KNEE SPACE 50" WIDE X iq" DEEP X 21" AFF E MIN CLEAR FLOOR SPACE SO" WIDE X ``' MCDONALDS CONSTRUCTION MANAGER. EXTEND ALL REQUIRED UTILITIES TO NEW Y " (�f' 0 0 0 LOCATIONS. (DN-24) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE DURING 46 DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34 AFF MAX. a Lc; CONSTRUCTION. DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS E TABLE TYPES. n w ' w c (DN-0q) NOT USED. PROVIDE ANY OUTLETS E OTHER SEATING AREA AMENITIES AT A MIN OF ONE �;� N (DN-Io) REMOVE EXISTING FINISHES E FURNITURE IN DINING AREA,PLAYPLACE,CELEBRATION (DN-25) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE DURING ACCESSIBLE TABLE. COORDINATE WITH(DN-10) - ROOM AND GREW ROOM AS NECESSARY FOR NEW WORK PER INTERIOR DESIGN CONSTRUCTION. z Z ` w DRAWINGS. VERIFY EXACT EXTENT OF FURNITURE REMOVAL,SALVAGE,REUSE AND/OR (DN-26) COVE PORTION OF EXISTING INTERIOR WALL CONSTRUCTION AS SHOWN TO (AT,-25} SEE FLOOR PLAN. `` ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN,SHEET AI.0 4 AI.I, FOR MORE (AD-26) REMEDIATION OCCURS IN (PM-15). 03 i 1 I a - 4 - DISPOSAL WITH MCDONALD'S CONSTRUCTION MANAGER. SEE FLOOR PLANE INTERIOR w ``" 0 v s E o INFO. CAP UTILITIES UNDER SLAB A5 NECESSARY. AD-21) REMOVE E RELOCATE EXISTING INTERIOR WALLS, DOORS AND FRAMES,AND FIXTURES Q 8 or - m ' DESIGN DRAWINGS FOR MORE INFORMATION. COORDINATE WITH (AD-24) ( LEGEND (DN-II) REMOVE ALL FLOOR FINISHES AT DINING AREA,PLAYPLACE,CELEBRATION ROOM E (DN-21) REMOVE EXISTING DISPLAY CASE,MGFLURRY BLENDER, E SHAKE MACHINE FOR AS SHOWN TO ACCOMMODATE BARRIER-FREE REMEDIATION WORK NECESSARY PER CSI `' M RESTROOMS FOR INSTALLATION OF NEW PER INTERIOR DESIGN DRAWINGS. PREPARE RELOCATION/ INSTALLATION OF NEW PER FLOOR PLAN.EXTEND UTILITIES TO NEW FLOOR PLAN. REMOVE AND REPLACE EXISTING CEILING,HVAC,GRILLES,AND LIGHT A18-223 - #11302 FLOOR SLAB A5 NECESSARY TO RECEIVE NEW FINISHES. LOCATIONS OR GAP UNDER SLAB OR BEHIND WALL.VERIFY EXTENT OF EQUIPMENT FIXTURES AS NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW WALLS,DOOR I 1 EXISTING CONSTRUCTION TO REMAIN a (DN-12) REMOVE EXISTING FRONT COUNTER E EQUIPMENT A5 NECESSARY TO ACCOMMODATE NEW REUSE,SALVAGE OR DISPOSAL V41-114MCDONALDSCONSTRUCTION MANAGER AND FRAMES,AND FIXTURES AS SHOWN PER FLOOR PLAN E SCHEDULES. RECONNECT ALLD 1 0 VERIFY EXTENT OF EQUIPMENT RELOCATION,SALVAGE OR DISPOSAL WITH MGDONALDS (DN-26) REMOVE GLAZING WITH MCDONALD'S LOGO FOR INSTALLATION OF NEW PER FLOOR REQUIRED UTILITIES. REFER TO I0/A4.5 FOR MOUNTING LOCATION AND HEIGHTS. — EXISTING CONSTRUCTION TO BE DEMOLISHED w e CONSTRUCTION MANAGER EXTEND ALL UTILITIES TO NEW EQUIPMENT LOCATIONS. PLAN. PROTECT EXISTING STOREFRONT FRAME FROM DAMAGE. EXISTING EQUIPMENT TO REMAIN DEMO PLAN Q Q Q Q a o 3 ow m Da a 1.2 Y DN-OI - iI� TVP. ti E- (DN-O6 (PN-03 ! I I I i :i , II . (Ar,_s ,::,., , 1 , ,,.. _ z . , ,__ 0 __I i, is_. , ....p. ........„........„.. 1 AD-3 , co _ - w _ _......_.__...._._...._....._.._........::_____ ., (DN-2504))-It DN 20 DAN- � WOMEN'S 1 �� a l (AD- / DN-20}. DN-I6 1 L 103 i , j �� DN-IS AD- • TIP. _S4) (AD-2S)`' /-(DN-IS) I I DN-11 1 — Lii ,._._.__-...._,_ II l Z Z Z z ` DN-IS _ Z STORAGE ,` ( - : �., , ,;=� 'DN-15 6 © < _-_ it."-----„_ AD 28 t I DN-20I w I 117 I STORAGEt ' I Flo_ �' '� Li -I i 115 �( •' u / DN-2 I cc 3 J o DN-20 i � w w w W a I ( Z Z Z Z FREEZER {,e,D-20)- 0CDN-15 0 0 c 0 112 ; ( VIDN-20) f `�' rn p co 0 w (AD-3o}-' DN-11 -(AD-34) o a (DN-Iq AD- AD-2 _ A D - DN-11 i r� d D-2S}-! (AD- CDN-2o DN-Ib MEN'S - 1 AD- • m'- 104 U V) �, i w I -• ,: r– — CAD-32}-� _ __.... h f �.}{r :J/ I r :r \ i \ I, \ - i ,Wti AI I 171.3 I r _____ __ fr r / . r / : ,„/ : C=I g ,./ / E I/COOLER 1111 IN !^ ilf. -5 _.._ KITCHEN_. 3 f 105 f 1 _ ii.,&g -:•,: S 1 1 CREW ,,=_-�._.; rn OFFICE _ROOM7,:.s.,,„‘„:"_.,,,:;:i I,. _ r. 'I r` 107 I _— il k 0 CD DN-10 ._. J o-6 _ I STORAGE TVP. _ _. } T DN-26a ` °N118 Al �' ki TVP." �1 DN-05 _ 0DN-0S cn , �. t Ci _ — t .._........................- ....,, _....... o Eo 0-- o I 1---'4''''4 -a'al----±-"—,. 1 .-•Iii 1 I BOOTH `� II ��� CASH in --- 108 _ __i il o N _ 1 .......... 7 O COL i , II --- ................—_...-- •„ ` TVP. U c p y I 11 I I DN-24 I --1 _..�1 ! 0 , � ,wp DN-0 / '' (pN-04)-1 c c--,aun ei -poD•nEU rp U � X . op 0 4" DN-25 NaDuca � a> f-C 413 L�.. 1- 7 nit + J .cN o 02 awies UQ d 21320° L C� ° c ? cry+`�. TMs'• DEMOLITION FLOOR PLAN _-�_ ° ... . . v i oo5 7.2w a DI.5 -f P1.05 SCALE: 1/4" = I'-O" �, ° �,a� Q_ + c r O 3 •.-* cv34- o L_ O o3p000E Q j Ill 77' N o DEMOLITION KEYNOTES BARRIER REMOVAL NOTES G6QY E:i22 2 a. (DN-01) REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WAIL BELOW. (DN-13) REMOVE EXISTING BEVERAGE CENTER WALLS TO EXTENT SHOWN TO ACCOMMODATE (AD-II ) SEE FLOOR PLAN. (AD-28) REMOVE EXISTING GRAB BARS FOR INSTALLATION OF NEW PER FLOOR PLAN. REMOVE ASSOCIATED GUTTERS d DOWNSPOUTS 4 EXISTING SOFFIT LIGHT FIXTURES 4 INSTALLATION OF NEW. SEE FLOOR PLAN 4 INTERIOR DESIGN DRAWINGS FOR MORE La (AD-12) SEE SITE PLAN. (AD-2q) REMEDIATION OCCURS IN CDN-IS). a c o c CAP UTILITIES BEHIND WALL AS NECESSARY. CUT BACK OVERFLOW PIPES TO ALIGN INFORMATION. PROTECT ADJACENT EQUIPMENT FROM DAMAGE. 11.1 WITH WALL BELOW SEE ELEVATIONS FOR MORE INFORMATION (DN-14) REMOVE EXISTING WALL FINISHES FOR INSTALLATION OF NEW WALL TILE PER INTERIOR ('°`D-13) SEE FLOOR PLAN. (AD-3o) REMOVE EXISTING TOILET PAPER DISPENSER FOR RELOCATION PER FLOOR PLAN. -' `vLI u ' (NJ (DN-02) REMOVE PORTION OF EXISTING EXTERIOR WALL CONSTRUCTION AS SHOWN. DESIGN DRAWINGS. VERIFY EXACT EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION (AD-14) SEE SITE PLAN. < to : Lu (,1' ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN,SHEETS AID # Al.I d STRUCTURAL MANAGER 4 INTERIOR DESIGN DRAWINGS. PREPARE EXISTING SURFACES AS NECESSARY (AD-3I) REMEDIATION OCCURS ,, (AD-21). DRAWINGS FOR MORE INFO. SALVAGE EXISTING BRICK WAINSCOT FOR REUSE AT NEW FOR INSTALLATION OF NEW TILE. (AD-!5) SEE SITE PLAN. o WALLS. G.G. TO VERIFY EXTENT OF REUSE WITH McDONALDS CONSTRUCTION MANAGER (AD-I6) SEE SITE PLAN. (AD-32) REMOVE EXISTING STALL DOOR HINGES # PULL/LOCK HARDWARE FOR INSTALLATION OF (PM-os) REMOVE EXISTING STOREFRONT TO EXTENT SHOWN. VERIFY SALVAGE OR DISPOSAL WITH (DN-15} EXISTING RESTROOM ENTRY SIGNAGE FOR RELOCATION PER FLOOR PLAN. (AD-11) REMEDIATION OCCURS IN(DN-03) NFJN MCDONALD'S AREA CONSTRUCTION MANAGER. REMOVE EXISTING CORIAN SILL TO (DN-16) REMOVE EXISTING FINISHES IN RESTROOMS AS NECESSARY FOR INSTALLATION OF NEW (AD-33) REMEDIATION OCCURS IN(AD-21). PER INTERIOR DESIGN DRAWINGS. PREPARE SURFACES TO RECEIVE NEW FINISHES AS (AD-IS) SEE FLOOR PLAN. REMOVE t; EXTENT SHOWN FOR INSTALLATION OF INFILL CONSTRUCTION. NECESSARY. SCE FLOOR PLAN AND INTERIOR DESIGN DRAWINGS. (AD-14) REMEDIATION OCCURS IN(DN-12). (AD-54) MIRROR,PAPER TOWEL DISPENSER,GOAT HOOK, d BABY CHANGE FOR CI (DN-04) REMOVE EXISTING DRIVE THRU WINDOW 3 FRAME TO EXTENT SHOWN.VERIFY SALVAGE INSTALLATION OF NEW PER FLOOR PLAN. REMOVE EXISTING SOAP 4 SEAT COVER OR DISPOSAL WITH MCDONALD'S CONSTRUCTION MANAGER. PREPARE OPENING AS (DN-I1) REMOVE EXISTING LAVATORY FOR INSTALLATION OF NEW PER INTERIOR DESIGN (AD-20) SEE FLOOR PLAN. DISPENSERS FOR RELOCATION PER FLOOR PLAN. NECESSARY TO RECEIVE INFILL CONSTRUCTION PER FLOOR PLAN DRAWINGS. SEE FLOOR PLAN,SHEET AI.O,FOR MORE INFO. (AD-2!) REMOVE EXISTING TEA,LIDS, 4 CONDIMENTS DISPENSERS FOR INSTALLATION OF NEW. (AD-35) REMEDIATION OCCURS IN(DN-11). " (DN-05) REMOVE EXISTING GASH BOOTH EQUIPMENT A5 NECESSARY FOR RELOCATION PER (DN-IS) REMOVE EXISTING WATER CLOSET 3 FLUSH VALVE FOR INSTALLATION OF NEW PER (�_2� SEE FLOOR PLAN. (AD-36) REMOVE EXISTING EMPLOYEE BREAKROOM GOAT RACK HANGERS FOR RELOCATION FLOOR PLAN.EXTEND UTILITIES TO NEW LOCATIONS AS NECESSARY. c� FLOOR PLAN. VERIFY EXTENT OF REMOVAL,REUSE,SALVAGE,OR DISPOSAL WITH PER FLOOR PLAN. " MCDONALDS CONSTRUCTION MANAGER. EXTEND ALL REQUIRED UTILITIES TO NEW (DN-Iq) REMOVE EXISTING URINAL $ FLUSH VALVE FOR INSTALLATION OF NEW PER FLOOR PLAN. CAD-23) REMOVE EXISTING TRAY SLIDE OR TRIM DOWN TO 4" MAX�' BID ALT: LOCATIONS EXTEND UTILITIES TO NEW LOCATIONS A5 NECESSARY. REMOVE EXISTING BEVERAGE BAR CABINET 4 INSTALL NEW SELF-SERVICE BEVERAGE a N-06) REMOVE EXISTING STRUCTURAL COLUMN AND/OR PORTION OF WALL TO ACCOMMODATE (DN-20) PREPARE EXISTING INTERIOR DOORS FOR NEW LAMINATE d FRAMES FOR PAINT. BAR CABINET WITH INTEGRAL TRAY SLIDE.ENSURE TRAY SLIDE IS LOCATED AT 34" (PN-06) A.F.F. MAXIMUM d PROTRUDES NO MORE THAN 4" FROM THE CABINET BELOW. INSTALLATION OF NEW COLUMN. SEE FLOOR PLAN 4 STRUCTURAL DRAWINGS FOR MORE Z (DN-2l) VERIFY EXIST.LOCATION OF FLOOR DRAINS # IF CONFLICTS OCCUR WITH(N) RESTROOM (AD-24) REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS �� `` INFORMATION. LAYOUT,RELOCATE DRAINS AS NECESSARY. EXTEND UTILITIES TO (N} LOCATION. 4 INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MIN ACCESSIBLE SEATS. 0 0 c� (DN-01) EXISTING STRUCTURAL COLUMN TO REMAIN;PROTECT FROM DAMAGE. (DN-22) REMOVE EXISTING HAND SINK FOR REINSTALLATION PER FLOOR PLAN;PROTECT FROM ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF - (DN-0S) REMOVE EXISTING OFFICE FURNITURE $ EQUIPMENT A5 NECESSARY FOR RELOCATION DAMAGE. ACCESSIBILITY 4 15 LOCATED ON A 36" MIN WIDE ACCESSIBLE ROUTE.PROVIDE A MIN PER FLOOR PLAN.VERIFY EXTENT OF REMOVAL,REUSE,SALVAGE OR DISPOSAL WITH KNEE SPACE 30" WIDE X Iq" DEEP X 21" AFF 4 MIN CLEAR FLOOR SPACE 30" WIDE X W o P o MCDONALDS CONSTRUCTION MANAGER. EXTEND ALL REQUIRED UTILITIES TO NEW (DN-23) NOT USED. LOCATIONS. (DN-24) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE DURING 43" DEEP AT EACH ACCESSIBLE SEAT,ENSURE THE TABLE TOP IS 34' AFF MAX. 11' �: \ 4 CONSTRUCTION DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS E TABLE TYPES. 11 co o M (DN-04) NOT USED. PROVIDE ANY OUTLETS d OTHER SEATING AREA AMENITIES ATA MIN OF ONE (DN-10) REMOVE EXISTING FINISHES FURNITURE IN DINING AREA,PLAYPLAGE,CELEBRATION (DN-25) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE DURING ACCESSIBLE TABLE. COORDINATE WITH(DN-10) IY CO cr, v) CONSTRUCTION. ,,, Z Z ROOM AND CREW ROOM AS NECESSARY FOR NEW WORK PER INTERIOR DESIGN (AD-25) SEE FLOOR PLAN. DN-26) REMOVE PORTION OF EXISTING INTERIOR WALL CONSTRUCTION AS SHOWN TO x- R .c o DRAWINGS.VERIFY EXACT OF FURNITURE REMOVAL,SALVAGE,REUSE AND/OR ( ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN,SHEET AI.0 4 AI.I,FOR MORE (AD-26) REMEDIATION OCCURS IN(DN-I5). WITHMCDONALD'S CONSTRUCTION MANAGER SEE FLOOR PLAN 4 INTERIOR W ! Y DISPOSAL Wl ( LEGEND o v > tf)~ tz w I DESIGN DRAWINGS FOR MORE INFORMATION. COORDINATE WITH AD-24) INFO.CAP UTILITIES UNDER SLAB AS NECESSARY. PERION WORK NECESSARY c„\I U E m ( AD-21) REMOVE 3 RELOCATE EXISTING INTERIOR WALLS,DOORS AND �,AND FIXTURES ( DN-Il ) REMOVE ALL FLOOR FINISHES AT DINING AREA,PLAYPLACE,GFS FRRATION ROOM (DN-21) REMOVE EXISTING DISPLAY RELOCATION/ INSTALLATION OFNEWPER FLOOR PLAN.LURRY BLENDER, SESHAKE HT ND UTTIILCHINE FOR AS LIITIES TO NEW OR PLAN.REMOVE AND WN TO ACCOMMODATE E EXISTING CEILING,IER-FREE HVAC,GRILLES,AND LIGHT A18-223 -- #11502 4,1 PO RESTROOMS FOR INSTALLATION OF NEW PER INTERIOR DESIGN DRAWINGS. PREPARE LOCATIONS OR CAP UNDER SLAB OR BEHIND WALL.VERIFY EXTENT OF EQUIPMENT FIXTURES A5 NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW WALLS,DOOR EXISTING CONSTRUCTION TO REMAIN FLOOR SLAB AS NECESSARY TO RECEIVE NEW FINISHES. z (DN-12) REMOVE EXISTING FRONT COUNTER 3 EQUIPMENT A5 NECESSARY TO ACCOMMODATE NEW. REUSE,SALVAGE OR DISPOSAL WITH MCDONALDS CONSTRUCTION MANAGER AND FRAMES,AND FIXTURES AS SHOWN PER FLOOR PLAN 0 SCHEDULES. RECONNECT ALL VERIFY EXTENT OF EQUIPMENT RELOCATION,SALVAGE OR DISPOSAL WITH McDONALD'S (DN-2S) REMOVE GLAZING WITH MCDONALDS LOGO FOR INSTALLATION OF NEW PER FLOOR REQUIRED UTILITIES. REFER TO 10/A4.5 FOR MOUNTING LOCATION AND HEIGHTS. EXISTING CONSTRUCTION TO BE DEMOLISHED t D 1 1 e CONSTRUCTION MANAGER. EXTEND ALL UTILITIES TO NEW EQUIPMENT LOCATIONS. PLAN. PROTECT EXISTING STOREFRONT FRAME FROM DAMAGE. EXISTING EQUIPMENT TO REMAIN �� DEMO PLAN < < < < 0 i� Cr_ u. CO N- - .N-04 DN--OI DN-02)- " m D 28 {DN I M}- ( }� ( 9 Y k'N-OI) DN-28 TIT• TVP. 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CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO PLUMBING LINES, REFER TO PLUMBING,ELECTRICAL # KITCHEN DRAWINGS FOR ALL SM UTS INCLUDES, BUT 15 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALLS, CA WAIL AS NECESSARY. (DN-15) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE V.I.F. DEMOLITION $ NOTIFY THIS OFFICE IN CASE OF DISCREPANCIES ASAP. DEMOLITION 15 70 4 TRENCHING WORK REQUIRED, ALL CONCRETE FLOOR WORK TO BE FINISHED FLUSH WITH COUNTERS, FURNITURE,BULKHEADS,DOORS,PLUMBING,MECHANICAL AND ELECTRICAL ITEMS (DN-02} REMOVE EXISTING ROOFING FINK-AM DOWN TO EXISTING SHEATHING AT PORTION OF BE EXECUTED SO A5 NOT TO DI5T1)RB EXISTING STRUCTURAL 3 ROOFING SYSTEMS,AND EXISTING FLOOR DOWEL NEW SLABS TO EXISTING IN/4/4 REBAR 24" Q G, EACH SIDE INCLUDING CONDUITS AND DUCTWORK AS SHAWN ON THE DRAWINGS OR A5 REQUIRED TO MANSARD TRUSSES REMAINING. (DN-I6) EXISTING ELECTRICAL METER ASSEMBLY 70 REMAIN. PROTECT FROM DAMAGE. OTHER AREAS THAT ARE INTENDED TO REMAIN INTACT.VERIFY ALL CONSTRUCTION TO BE (STAGGERED). REBAR TO EXTEND 6" INTO EXISTING SLAB ACROSS GUT OPENING. SECURE COMPLETE THE INSTALLATION OF THE NEW WORK FORA COMPLETE JOB. o (DN-03) NOT USED. (DN-1'T) NOT USED. REMOVED THAT IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION, REBAR INTO EXISTING SLAB W/EPDXY GROUT. REPLACE OR REPAIR ANY VAPOR BARRIERS ca (DN-04) REMOVE EXISTING BUILDING SIGNAGE,VERIFY WITH OWNER IF SALVAGEABLE. (DN-18) REMOVE EXISTING RMHC COIN COLLECTOR FOR RELOCATION PER ELEVATIONS. DISTURBED DURING EXCAVATIONS. 15. REMOVE ANY SINKS,WATER CLOSETS,URINALS, LAVATORIES,FLOOR DRAINS, NOTED ON DN-05 REMOVE ALL LOGO STICKERS AND DECALS FROM ALL WINDOWS AND DOORS. (DN-14) REMOVE EXISTING SECURITY CAMERAS TO ACCOMMODATE NEW CONSTRUCTION, 2• ALL DIMENSIONS SHOWN AS EXISTING SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR DRAWINGS A5 WELL A5 ALL ASSOCIATED PLUMBING ACCESSORIES. GAP,PLUG ALL O TO DEMOLITION,VERIFY ALL DEMOLITION WORK W/NEW CONSTRUCTION 4 INSTALLATION 8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN ABANDONED SUPPLY 4 WASTE LINES. PATCH 4 SEAL ALL FLOOR PENETRATIONS. SEE 0 (DN-0b) REMOVE EXISTING STOREFRONT FRAME AS SHOWN TO ACCOMMODATE NEW REINSTALL PER OWNERS DIRECTION. DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. MECHANICAL d PLUMBING DRAWINGS FOR DETAILED DEMOLITION NOTES. CONSTRUCTION. VERIFY SALVAGE OR DISPOSAL WITH MCDONALD'S AREA CONSTRUCTION (DN-20) EXISTING ROOF LEADER TO REMAIN. REMOVE 4 REINSTALL FOR INSTALLATION OF NEW STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF >- 0 MANAGER SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF WORK, SIDING. 5, DEMOLITION CONTRACTOR TO COORDINATE # REVIEW ALL CONSTRUCTION DOCUMENTS d CONSTRUCTION. 16. ELEVATION HEIGHTS SHOWN ARE FOR REFERENCE ONLY. J LI (DN-01) REMOVE EXISTING DRIVE THRU WINDOW d FRAME AS SHOWN.VERIFY SALVAGE OR (DN-2I) NOT USED. DETERMINE THE EXTENT OF DEMOLITION WORK # BECOME FAMILIAR WITH THEM THOROUGHLY q. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS,FLOORS,CEILINGS, i0 0 DISPOSAL WITH MCDONALDS CONSTRUCTION MANAGER (DN-22) EXISTING BOLLARD TO REMAIN;PROTECT FROM DAMAGE. BEFORE PERFORMING ANY DEMOLITION WORK. BY THE ACT OF STARTING DEMOLITION,THE ETC.THAT ARE TO REMAIN.CONTRACTOR TO PATCH d REPAIR ANY DAMAGED PORTIONS 17, CONTRACTOR RESPONSIBLE TO ENSURE ALL. NEW FINIV Ir:*.) IN RESTROOMS WILL NOT REDUCE C a �: o (DN-08) REMOVE PORTION OF EXTERIOR WALL AS SHOWN,70 ACCOMMODATE NEW (DN-23) REMOVE EXISTING BOLLARD 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 WALL-5 AS NECESSARY TO ENSURE I-- Z 0 1 CONSTRUCTION. CLC DEMOLITION 4 FLOOR PLAN FOR EXTENT OF WORK.SALVAGE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE THE NECESSARY ALLOWANCES IN 4 FINISHES. ALL CLEARANCES ARE MET. j 0 Li �') (DN-24) REMOVE EXISTING GUARDRAIL.VERIFY REUSE,SALVAGE,OR DISPOSAL WITH PREPARING HIS BID. 0 0 EXISTING BRICK WAINSCOT FOR REUSE AT NEW WALLS.VERIFY EXTENT OF SALVAGEo i; WITH MCDONALD'S CONSTRUCTION MANAGER. MCDONALD'S CONSTRUCTION MANAGER. 10. WHEN UTILITIES ARE REMOVED,CAP 4 SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A n < 03 (DN-Oq) NOT USED. (DN-25) REMOVE EXISTING BIKE RACK. VERIFY REUSE,SALVAGE, OR DISPOSAL WITH 4, ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED MINIMUM OF 6" ABOVE FINISH CEILING. 0 coLLi TRIM FASCIA FOR INSTALLATION MCDONALD'S CONSTRUCTION MANAGER. ELEGTRIGAL DEMOLITION NOTES. _-, z z (DN-10) REMOVE ALL EXISTING EIFS,BREAK METAL,SIDING, (DN-26) NOT USED. II. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT o : o_ a OF NEW EXTERIOR FINISHES.VERIFY CONDITION OF EXISTING WR3/AB;REPAIR/REPLACE 5. VERIFY DISPOSITION OF ALL FURNISHINGS,MILLWORK,LIGHTING FIXTURES,ETC. TO BE RELIEVE 'THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND 00 1 L I ,(17- 5 0 0 AS NECESSARY. (DN-27) REMOVE EXISTING ADDRESS NUMBERS TO ACCOMMODATE NEW CONSTRUCTION. REMOVED W/OWNER ALL ITEMS TO BE DISPOSED SHALL BE DISPOSED OF OFF-SITE AND REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO PLUMBING, �. _.3 �' 0 REINSTALL PER DIRECTION FROM McDONALD'S CONSTRUCTION MANAGER # FIRE ELECTRICAL 4 HVAC WORK. 0 0 L;� - -i a L_, I (DN-IE} REMOVE GLASS FROM EXISTING STOREFRONT FRAME FOR INSTALLATION OF NEW MARSHAL. IN AN EXPEDITIOUS MANNERL., 0 i CI] ,- c SPANDREL GLAZING. PROTECT STOREFRONT FRAME FROM DAMAGE. f.= t\N G (DN-12} EXISTING CO2 FILL BOX TO REMAIN;PROTECT FROM DAMAGE. (DN-28) REMOVE ALL EXISTING DECORATIVE BRANDING. b. ROOFING CONTRACTOR TO FIELD INSPECT EXISTING ROOF FOR WEATHER TIGHTNESS 4 12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR Al8-223 - #11502 PROPER DRAINAGE PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONSTRUCTION,HE SHALL IMMEDIATELY SUSPEND WORK 4 NOTIFY THE McDONALD'S VERIFICATION OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR PROJECT MANAGER BEFORE PROCEEDING. z COSTS IN BID. F-- ID 1 2 15. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER 4 IN STRICT ACCORDANCE E e WITH OSHA REGULATIONS. v' DEMO ELEVATIONS ( 1 s 1 = o `I n > U- U- ti.. U m DN-0I 12N-02 r(DN-28) (DN-Iq)- DN-02 SDN-01) ,-(12N-01.) -SDN-28) el TVP. TVP. 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I . .._.,. \�\ C C.�. �u a �`E /4\ • a c u�cr 4-. av DN-23 {DN-IS} DN-07 -{2N-05) {DN-0b) -02N-24 (DN-10 {DN-24 DN-Ob e o .. o v o o { ) {DN-05) DN-06 DN-22 w ° t 5' 0 m o TVP. ai o: o � v: voo w - L `O os ait Cr I- -3v- c+' w.. a_ W EAST ELEVATION } Q 3 {Si G rJ I 5 O Z i, 'NI2 C_^ Lei LV DLB SCALE: I/4" = l'-0" a 1- w U w 1- ' G - Cl_ Li o Q DEMO ELEVATION KEYNOTES DEMOLITION GENERAL NOTEStil (DN-0I) REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL (DN-I3) BULK OIL FILL BOX TO REMAIN;PROTECT FROM DAMAGE. BELOW. REMOVE ALL ASSOCIATED SOFFIT LIGHT FIXTURES d GAP UTILITIES BEHIND (DN-I4) NOT I. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A SITE -I. SAWCUT # REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL d 14. THE SUB-CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK NOT USED. SURVEY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO PLUMBING LINES. REFER TO PLUMBING,ELECTRICAL 4 KITCHEN DRAWINGS FOR ALL SAWCUTS INCLUDES,BM- 15 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALLS, PO WALL A5 NECESSARY. (DN-15) EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE Y.I.F. DEMOLITION 4 NOTIFY THIS OFFICE IN CASE OF DISCREPANCIES ASAP. DEMOLITION 15 TO 4 TRENCHING WORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FINISHED FLUSH WITH COUNTERS, FURNITURE,BULKHEADS,DOORS, PLUMBING,MECHANICAL AND ELECTRICAL ITEMS (DN-02) REMOVE EXISTING ROOFING FINISFICS DOWN TO EXISTING SHEATHING AT PORTION OF BE EXECUTED 50 A5 NOT TO DISTURB EXISTING STRUCTURAL d ROOFING SYSTEMS,AND EXISTING FLOOR DOWEL NEW SLABS TO EXISTING W/#4 REBAR 24" O.G. EACH 510E INCLUDING CONDUITS AND DUCTWORK A5 SHOWN ON THE DRAWINGS OR AS REQUIRED 70 MANSARD TRUSSES REMAINING. (DN-I6) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE. OTHER AREASTHAT ARE INTENDED TO REMAIN INTACT.VERIFY ALL CONSTRUCTION TO BE " (2N-03} NOT USED. (DN-I"t} NOT USED. {STAGGERED). REBAR TO b INTO EXISTING SLAB ACROSS CUT OPENING.SECURE COMPLETE THE INSTALLATION OF THE NEV(WORK FOR A COMPLETE JOB. o REMOVED MAT 15 NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION. REBAR INTO EXISTING SLAB W/EPDXY GROUT.REPLACE OR REPAIR ANY VAPOR BARRIERS d (DN-04) REMOVE EXISTING BUILDING SIGNAGE.VERIFY WITH OWNER IF SALVAGEABLE. (DN-I8) REMOVE EXISTING RMHC COIN COLLECTOR FOR RELOCATION PER ELEVATIONS. DISTURBED DURING EXCAVATIONS. 15. REMOVE ANY SINKS,WATER CLOSETS,URINALS,LAVATORIES,FLOOR DRAINS,NOTED ON ct (DN-05) REMOVE ALL LOGO STICKERS AND DECALS FROM ALL WINDOWS AND DOORS. (DN-Iq) REMOVE EXISTING SECURITY CAMERAS TO ACCOMMODATE NEW CONSTRUCTION. 2. ALL DIMENSIONS SHOWN AS EXISTING SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR DRAWINGS AS WELL AS ALL ASSOCIATED PLUMBING ACCESSORIES. GAP,PLUG ALL (DN-06) REMOVE EXISTING STOREFRONT REINSTALL PER OWNER'S DIRECTION. TO DEMOLITION.VERIFY ALL DEMOLITION WORK IN/NEW CONSTRUCTION d INSTALLATION DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. $. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING A5 REQUIRED TO MAINTAIN ABANDONED SUPPLY d WASTE LINES. PATCH d SEAL ALL FLOOR PENETRATIONS. SEE FRAME A5 SHOWN TO ACCOMMODATE NEW c CONSTRUCTION. VERIFY SALVAGE OR DISPOSAL WITH McDONALD'S AREA CONSTRUCTION (DN-20) EXISTING ROOF LEADER TO REMAIN. REMOVE 4 REINSTALL FOR INSTALLATION OF NEW STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF MECHANICAL PLUMBING DRAWINGS FOR DETAILED DEMOLITION NOTES. MANAGER SEE DEMOLITION E FLOOR PLANS FOR EXTENT OF WORK. SIDING. CONSTRUCTION. z 3. DEMOLITION CONTRACTOR TO COORDINATE REVIEW ALL CONSTRUCTION DOCUMENTS Ib. ELEVATION HEIGHTS SHOWN ARE FOR REFERENCE ONLY. - w DN-07) REMOVE EXISTING DRIVE THRU WINDOW 4 FRAME A5 SHOWN. VERIFY SALVAGE OR (DN-2I) NOT USED. W "; L' ( DETERMINE THE EXTENT OF DEMOLITION WORK 4 BEGONE FAMILIAR WITH THEM THOROUGHLY q. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS, FLOORS,CEILINGS, �� `? � U, DISPOSAL WITH MCDONALDS CONSTRUCTION MANAGER (DN-22) EXISTING BOLLARD TO REMAIN;PROTECT FROM DAMAGE. BEFORE PERFORMING ANY DEMOLITION WORK. BY THE ACT OF STARTING DEMOLITION,THE ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH S REPAIR ANY DAMAGED PORTIONS 11. CONTRACTOR RESPONSIBLE TO ENSURE ALL NEW FINISHES IN RESTROOMS WILL NOT REDUCE (DN-08) REMOVE PORTION OF EXTERIOR WALL AS SHOWN,TO ACCOMMODATE NEW (DN-23) REMOVE EXISTING BOLLARD 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 A5 NECESSARY TO ENSURE �` � �, CONSTRUCTION. SEE DEMOLITION 4 FLOOR PLAN FOR EXTENT OF WORK.SALVAGE ACL 1 Et1 SUCH CONDITIONS,AND TO HAVE MADE THE NECESSARY ALLOWANCES IN EXISTING BRICK WAINSCOT FOR REUSE AT NEV WALLS.VERIFY EXTENT OF SALVAGE (DN-24) REMOVE EXISTING GUARDRAIL.VERIFY REUSE,SALVAGE,OR DISPOSAL WITH PREPARING HIS BID. 4 FINISHES. ALL CLEARANCES ARE MET. n McDONALD'S CONSTRUCTION MANAGER ��` cc c WITH MCDONALD'S CONSTRUCTION MANAGER 10. WHEN UTILITIES ARE REMOVED GAP d SEAL A MINIMUM OF 8" BELOW FINISH FLOOR ORA `� Li; CO (DN-041) NOT USED. CO (DN-25) REMOVE EXISTING BIKE RACK.VERIFY REUSE,SALVAGE,OR DISPOSAL WITH 4. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED MINIMUM OF 6" ABOVE FINISH CEILING. 0 W M McDONALD'S CONSTRUCTION MANAGER. ELECTRICAL DEMOLITION NOTES. (,-) r N �>' Z (DN-10) REMOVE ALL EXISTING EIFS,BREAK METAL,SIDING,TRIM d FASCIA FOR INSTALLATION (DN-26) NOT USED. II. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT z ` `s' OF NEW EXTERIOR FINISHES. VERIFY CONDITION OF EXISTING I•0213/AB;REPAIR/REPLACE 5. VERIFY DISPOSITION OF ALL FURNISHINGS, MILLWORK, LIGHTING FIXTURES, ETC. TO BE " -' o A5 NECESSARY. (DN-27) REMOVE EXISTING ADDRESS NUMBERS TO ACCOMMODATE NEW CONSTRUCTION. REMOVED W/OWNER ALL ITEMS 70 BE DISPOSED SHALL BE DISPOSED OF OFF-SITE AND �"I THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS A5 SHOWN AND , 1 I a -`,. C' ,n (DN-II) REMOVE GLASS FROM EXISTING STOREFRONT FRAME FOR INSTALLATION OF NEW REINSTALL PER DIRECTION FROM McDONALD'S CONSTRUCTION MANAGER 4 FIRE IN AN EXPEDITIOUS MANNER. ELECTRIC L THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO PLUMBING, co, SPANDREL GLAZING. PROTECT STOREFRONT FRAME FROM DAMAGE. MARSHAL. 1 c) ELECTRICAL � HVAC WORK. � Q 0 �; � � � �, REMOVE ALL EXISTING DECORATIVE BRANDING. `� N l7 1.M (DN-12} EXISTING CO2 FILL BOX TO REMAIN;PROTECT FROM DAMAGE. (DN-28} b. PROPER DRAINAGE TPRIOR TDELD IBID.NSPECT SHALL RESPONSIBLE FOR � 12. 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TITLE DRAWN BY PREPARED FOR: ©2018 McDonald's USA, LLC PREPARED BY: 2018 MRP :REMODEL I il McDonald's USA, LLC -rt > ( .1 STD ISSUE DATE COR-7_ 16 SEPT 2011 e ' 4 -/-/19 OWNER REVISION FHA r- These drawings and specifications are the confidential and proprietary fl 7 iti. fi, Z 7 (3 ...........1. c,,i DESCRIPTION REVIEWED BY property of McDonald's USA, LLC and shall not be copied or reproduced ,:o,,,,,r; ;;) .,,, ,„, -c 1 J 3/4/19 OWNER REVISION FHA X SEG without written authorization. The contract documents were prepared ',•:; •.'.:•1. "'-'i. t)- I;'. 'Il I CMU WALLS ;:•,:' a;,,. T: ::: :;::::: :. r .,:, 13 0 for use on this specific site in conjunction with its issue date and are 2 12/7/18 OWNER REVISION FHA STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of I 0-1 BRICK WAINSC;OT/COLUMNS & SIDING SEPT 2011 these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of skiiiiiiiiiiiiikummadoxiihmiiisio. ' ' ' ' ARCHITECTURE 1 10/1/18 OWNER REVISION FHA N.) SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. - 4/26/18 LEGAL CLEARANCE FHO 36-0105 12388 SW SCHOLLS FERRY RD, TIGARD, OR 97223 REV DATE. DESCRIPTION BY FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES QQ Q d r I. GENERAL CONTRACTOR SHALL COORDINATE PREPARATION OF EXISTING AREAS FOR NEW CONSTRUCTION. (KN-OI) NEW CANOPY SYSTEM ABOVE - SEE SHEET A3.0 FOR NOTES - SEE ROOF PLAN FOR (AD-II ) A: INSTALL WHITE ON BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE AT THE 2. IT SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE CONTRACTOR TO COORDINATE WITH THE OTHER TRADES. FAILURE TO DO 50 WILL NOT CONSTITUTE GROUNDS FOR A CHANGE ORDER. DIMENSIONS. ACCESSIBLE ENTRY DOOR SEE DETAIL 10/A4.4. 3. ALL EXISTING WALLS TO REMAIN,UNLESS OTHERWISE NOTED. (KN-02) NEW TRELLIS SYSTEM/WALL FASCIA ABOVE. SEE SHEET ASD FOR NOTES. SEE ROOF B: INSTALL DIRECTIONAL SIGNAGE AT EXIT ONLY DOORS. SEE DETAIL II/A4.4. 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL ITEMS TO BE REMOVED PRIOR TO REMOVAL. PLAN FOR DIMENSIONS. (AD-12) SEE SITE PLAN 5. THE G.G. SHALL BE RESPONSIBLE FOR PHOTOGRAPHING THE CONDITION OF EXISTING FINISHES. THESE INCLUDE KITCHEN TILES,VINYL BASES,FLOOR TILES,AND CEILING TILES THROUGHOUT CEILING GRID IN THE DINING (KN-03) NEW STOREFRONT TO MATCH EXISTING (10" BOTTOM STILE AT DOORS);CONTRACTOR TO (AD-13) INSTALL TACTILE EXIT SIGNAGE AT ALL EXIT DOORS PER DETAIL 12/A4.4. ENSURE AREA AND KITCHEN. FIELD VERIFY SIZE PRIOR TO ORDERING. SEE DETAILS,SHEET A4.0,FOR APPROPRIATE AN IS"XIS" CLEAR FLOOR SPACE AT EXIT SIGNAGE. 6. WATER RESISTIVE TYPE "X" GYPSUM WALL BOARD AT ALL WET AREAS. PROVIDE CEMENT BOARD BACKER WNEALL TILc n : - .E INSTALLED,TYP. - •r . ,....,•, AP.s-- rurt M 4 1i .4` '� . -r a' •• 7. ALL NEW FLOORING SHALL BE FIRM,STABLE AND SLIP-RESISTANT. ) (KN-04) NEW GURATED VIEW PANEL AT HL5/HLZ. COLOR: WILSONART - STEEL. MESH 48741-38. (AD-14) SEE SITE PLAN 8. SEE SITE PLAN FOR SIDEWALKS,RAMPS,ETC. (AD-I5) SEE SITE PLAN I .T• - - rET• IL /A• 6. 41. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST PERMA-SIGN (AD-I6) SEE SITE PLAN 1-800-214-5165 412412 IST ST. BOX 588 www.forres ermasf ns.com NEW ROCHELLE NY 10802 KNd)5 NEW#2'15 READY-ACCESS DRIVE THRU WINDOW PER MGDONALDS STANDARDS 10. GENERAL CONTRACTOR RESPONSIBLE TO COORDINATE NEW WALL FINle-hirS AND REQUIRED CLEAR FLOOR SPACES AND FUTURE CLEARANCES;ENSURE MIN. DIMENSIONS REQUIRED ARE MAINTAINED,OR RELOCATE (1.800.6215045) ENSURE OPERABLE PANE SLIDES A5 INDICATED. SEE PATHS,SEE DETAIL (AD-I1) REMEDIATION OCCURS IN (KN-03) z WALLS A5 NECESSARY TO ENSURE ALL ACCESSIBILITY CLEARANCES ARE PROVIDED. DIMENSIONS LABELED "MIN" ARE CLEAR DIMENSIONS MEASURED TO FACE OF FINISH. SHEET A6.0,PER APPROPRIATE WINDOW FLUSHING 4 WINDOW SCHEDULE. (AD-IS) ADJUST THE DOOR CLOSER AS NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF II. GC TO PROVIDE NON-LOADBEARING WALLS PER 3/A4.4 AND PARTIAL HEIGHT WALLS PER 1/A4.4. (KN-06) EXISTING STRUCTURAL COLUMN TO REMAIN;PROTECT FROM DAMAGE. INSTALL NEW 8.5 LB AT EXTERIOR DOORS. ENSURE A MIN. SWEEP PERIOD OF 5 SECONDS FROM A 410 E 12. ALL FLOOR PREPARATION TO BE INCLUDED WITHIN BASE SCOPE. 6.C. TO VERIFY EXTENT WITH MGDONALD'S CONSTRUCTION MANAGER PRIOR TO BID. FINISHES PER INTERIOR DESIGN DRAWINGS. DEGREE OPEN TO A 12 DEGREE OPEN. ;Y (0-p') NEW COLUMN/POST PER STRUCTURAL DRAWINGS. PURR OUT AS NECESSARY TO ALIGN (AD-141) REMEDIATION OCCURS IN(KN-IO). c,^ ADJACENT WALLS. WRAP WITH BREAK METAL TO MATCH EXISTING STOREFRONT OR INSTALL BRAILLE/PICTURE MENU AVAILABILITY SIGNAGE AT THE FRONT ORDER COUNTER 0 PROVIDE LAYER 5/5" TYPE "X" GYP WALL BOARD 4 FINISH PER INTERIOR DESIGN (AD-20) DRAWINGS IN A LOCATION WITH CUSTOMER VISIBILITY. ENSURE BRAILLE/PICTURE MENUS ARE - -O8) NEW SEATING 4 DECOR PACKAGE IN DINING AREA, PLAY'PLACE,CELEBRATION ROOM PROVIDED AT COUNTER FOR CUSTOMER USE. SEE DETAIL 14/A4.4. o (IW Q Q AND CREW ROOM. SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. PREPARE (AD-21) INSTALL NEW TEA, LIDS, 4 CONDIMENTS DISPENSERS THAT PROVIDE OPERABLE PARTS AT La A2.O _ FLOOR 4 WALL SURFACES TO RECEIVE NEW FINISHES. REFER TO GENERAL NOTE #6 4 #10. 48" AFF 4 20" DEEP MAX FOR FRONT APPROACH 4 45" AFF 4 10" DEEP MAX OR 46" z z z z v A -2 COORDINATE WITH (AD-24) AFF 4 24" DEEP MAX FOR SIDE APPROACH. o 0 o o < Uri V) ii5 �� a (KN-041) PROVIDE 4 INSTALL NEW FLOOR TILE PER INTERIOR DESIGN DRAWINGS. PREPARE FLOOR (AD-22) PROVIDE STAFF ASSISTANCE SIGNAGE AT THE SELF SERVICE BEVERAGE BAR AREA IN A w 5 w 5 w f SLAB TO RECEIVE NEW FINISH A5 NECESSARY. VERIFY EXTENT OF NEW FLOOR TILE WITH LOCATION VISIBLE TO CUSTOMERS. SEE DETAIL I3/A4.4. cc cc cc v INTERIOR DESIGN DRAWINGS. ACCENT FLOOR TILE 15 FOR REFERENCE,VERIFY EXACT (Ap_23) REMOVE EXISTING TRAY SLIDE OR TRIM DOWN TO 4" MAX OVERHANG. BID ALT: REMOVE Lai w w W w LOCATIONS WITH INTERIOR DESIGN DRAWINGS. SEE GENERAL NOTE #12. SEE DETAILS EXISTING BEVERAGE BAR CABINET 4 INSTALL. NEW SELF-SERVICE BEVERAGE BAR z z `- Z Q 4/A4.4 8/A4.4. s w a cr _1 (KN-07 CABINET WITH INTEGRAL TRAY SLIDE. ENSURE TRAY SLIDE 15 LOCATED AT 54" A.F.F. 0 0 o (KN-IO) INSTALL NEW MODULAR FRONT SERVICE COUNTER FINISHES PER INTERIOR DESIGN MAXIMUM 4 PROTRUDES NO MORE THAN 4" FROM THE CABINET BELOW. (KN-0I DRAWINGS. PROVIDE ALL REQUIRED UTILITIES FOR REGISTER GABLE GROMMET IN COUNTER. REGISTER,RECEIPT PRINTER UNDER COUNTER CABINET WITH(2) STAINLESS (x_24) EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS " rx1 co °D w 12INSTALL NEW AS SHOWN.VERIFY NEW SEATING PROVIDES 5% MIN ACCESSIBLE SEATS. i N - [ A STEEL SHELVES ON SERVICE SIDE. INSTALL ELECTRICAL AT NEW P.0.5.LOCATIONS WCTH ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF �- cv o A4.5 ' r0► r • ���,, I. ..V - �„g „ = G� D=v G Fs- s • ACCESSIBILITY 4 15 LOCATED ON A 36' MIN WIDE ACCESSIBLE ROUTE. PROVIDE A MIN A r-IIB ' ) (KN-II) NEW BEVERAGE CENTER WALLS WITH SNEEZE GUARD AS SHOWN. PROTECT ADJACENT KNEE SPACE SO" WIDE X Iq' DEEP X 21" AFF d MIN CLEAR FLOOR SPACE 30" WIDE X - 1 2'-5 1/2" KN-Iq KN-OS L _ EXISTING EQUIPMENT FROM DAMAGE DURING CONSTRUCTION.SEE DETAIL I5/A4.4. 48" DEEP AT EACH ACCESSIBLE SEAT.ENSURE THE TABLE TOP IS 54" APP MAX. Li (`j� AD-I8 ( 0II AD-13 1 •E'�.. ^t,■ -NEC- ,;ARY- .- 'r':w. •-rt^ ,2 ; f- 1 1 $0' , -j -•t- DISPERSETHE A CCE SIBLESEATSEVENLYBETWEENLOCATIONS tTABLETYPES. f - E• XISTING SURFACE AS E' FOR INSTALLATION. PROVIDE GEMENT ARD PROVIDE ANY OUTLETS d OTHER SEATING AREA AMENITIES AT A MIN OP ONE .. nnnn /_- ` -- BACKER PER GENERAL NOTE #6. ACCESSIBLE TABLE, COORDINATE WITH (KN-08) • c LI I Iis_ -- (KN-I3) R• ELOCATE RESTROOM ENTRY DOOR SIGNAGE TO NEN LOCATIONS SHOWN. MOUNT AT 60" (AD-25) ADJUST THE DOOR CLOSER A S NECESSARY TO ENSURE A MAX.OPERATING PRESSURE OF _,- i I - - --- AFF TO CENTERLINE. SEE DETAIL I5/A4.4. AT THE INTERIOR DOORS. ENSURE A IN. SWEEP OF 5 SECONDS FROM A 41O 1 5 LB TER! M WEE PERIOD u� c I E- ------I f- 1 _ -(AD-34) (KN-14) N�y,L FINISHES # DECOR PACKAGE IN RESTROOM.SEE INTERIOR DESIGN DRAWINGS FDR DEGREE OPEN TO A 12 DEGREE OPEN. SEE DEMOLITION PLAN. ;' -._-«Ρ� .. �',� (Th I jf AD-2 \ WOMEN' _� MORE INFO. PREPARE FLOOR 4 SURFACES TO RECEIVE NEW FINl_,HLS. REFER TO N....^...../j i I 1 KN-o 103 I GENERAL NOTE #14 a #6. (AD-26) REMEDIATION OCCURS lN(KN-13) .:._ }..__. .. - NEWFIXTURES r-28 I i �.�--- - I I , P / I (KN-IS} INSTALL GORIAN LAVATORY WITH INTEGRAL BOWL,SIDE, BACKSFLASH,PER (AD-21) REMOVE # RELOCATE EXISTING INTERIOR�,DOORS AND FRAMES,AND FI SAS f r ___ INTERIOR DESIGN DRAWINGS. INSTALL PER DETAIL I4/A4.5 ENSURE COUNTERTOP IS SHOWN TO ACCOMMODATE BARRIER-FREE REMEDIATION WORK NECESSARY PER FLOOR _._.. r-3O ' I' ©--- \ r_54 --- 1 I I MOUNTED AT 34" APP MAX WITH AN APRON CLEARANCE OF 241" APP MAX. ENSURE A MIN. PLAN. REMOVE AND REPLACE EXISTING CEILING,HVAC,GRILLES,AND LIGHT FIXTURES AS . 1 ,�,�. FLOORSPACE SO" WIDE 48' DEEP 30" FRAMES, r CLEAR E X AND NECESSARY TO ACCOMMODATE NEW WO INSTALL 1, -% } \ WIDE X 2'1" APP X 8" DEEP. INSULATE UNDERCOUNTER.HOT WATER SUPPLY AND DRAIN AND FIXTURES AS SHOWN PER FLOOR PLAN 4 SCHEDULES. RECONNECT ALL REQUIRED STORAGE _ 1 i` y ® 1 KN-Ib r4EZZI4__ {KN-20) - I PIPES. FAUCET TO BE AUTO SENSOR PER SCHEDULE,SHEET A45.PLUMBING CONTRACTOR UTILITIES. REFER TO 10/A45 FOR MOUNTING LOCATION AND HEIGHTS. r-28 i ;�, �« © 1 TO COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE BLOCKING TO SUPPORT SINK. 1117 ; STORAGE` I � ( � ,.• -----) (AD-28) INSTALL NEW HORIZONTAL VERTICAL GRAB BARS A5 SHOWN rE PER DETAIL 18/A45. i ,i ...._ ......_..............._......._.._......................_.._'.:::-...._. , �- I " ` �`' KN-16{ (KN-I6) INSTALLSTANDARD WATER CLOSET,AS SHOWN,PER FIXTURE SCHEDULE,SHEET A45 MOUNT AT LOCATIONS SHOWN IN DETAIL 12/A45. SEE DETAIL IO/A45 FOR MOUNTING 115 � � NEW �,�-.,x...- i 1 , t!y \ - - INSTALL NEW AUTO FLUSH VALVE PER FIXTURE SCHEDULE. RECONNECT TO EXISTING HEIGHTS. '""`� °"""� 0 FREEZER (AD-5` I ', ,N,' , ,„4 �``v\ ( , C N-I3 UTILITIES AS NECESSARY. a 3 {KN-2•) r I (KN-1/) INSTALL NEW ACCESSIBLE WATER CLOSET PER FIXTURE SCHEDULE ,SEE SHEET A45 TO (AD-2q) REMEDIATION OCCURS IN(KN-17) i I 112 I -28 • -l` I I I BE I6"-IS" FROM ADJACENT WALL # I i"-141" AFF TO TOP OF SEAT. (AD-30) RELOCATE EXISTING TOILET PAPER DISPENSER TO LOCATION SHOWN 4 MOUNT 50 THAT KN-I5 ' I PROVIDE NEW AUTOMATIC FLUSH VALVES PER FIXTURE SCHEDULE,SHEET A45. rr " " r. I I -IS --- llTHE OUTLET OF THE DISPENSERS 15 AT Iq MIN AFF d 11 -41 IN FRONT OF THE WATER -- - I NEW R • r-30010 ;. 1 I I / I r-� J ' t;KN-18) TALL " NAL PER FIXTURE SCHEDULE, SHEET A45,A5 SHOWN. MOUNT TO ENSURE CLOSET TO THE CENTERLINE.ENSURE THAT THE TOP OF THE DISPENSER IS 1-I/2" MIN. . ; : -:� NS 1.....`._._.._..................... ..__.................. (iso-2e. -1---LI,I I _ 4,� III I I I I AD-21 EN, I RIM AT Il AFP MAX. RECONNECT TO UTILITIES A5 NECESSARY. INSTALL AUTOMATIC BELOW THE GRAB BARS SEE DETAIL I0/A4.5 1� I I \ I KN-oq I I MEN'S 1 �(AD-3* I FLUSH VALVE PER FIXTURE SCHEDULE. (AD-3I) REMEDIATION OCCURS IN(AD-27) E211 I I E '-- 1 i I 1 L- KN-14 104 I L e KN-Iq PROVIDE NEW LAMINATE AT DOORS 4 PAINT FRAMES PER INTERIOR DESIGN DRAWINGS. ( 3 N INC ATS K i- J N TYP. VERIFY EXISTING LOCATION OF FLOOR DRAINS AND IF CONFLICT OCCURS WITH NEW AD 2) I STALL NEW SELF-CLOS HINGES TALL DOOR INSTALL NEW PULL/LOG m ' `" '-�- '" �'-'1 ` - ,�� -- -- - (KN-20) HARDWARE THAT 15 ADA COMPLIANT b OPERABLE WITH A CLOSED FIST. SEE DOOR c) J l r - PARTITION LAYOUT,RELOCATE DRAINS AS NECESSARY. EXTEND UTILITIES TO NEW 'n �'� T ......_- _--._..........__ • e .._.. . LOCATION. HARDWARE SCHEDULE,SHEET A6.0,FOR MORE INFORMATION. 4 ",-__N ___..;.- ,� ,,q / : ' 1' `' / (AD-33) REMEDIATION OCCURS INIAD-21) La -- - - - . CL - - -,->A (KN-2I) I EXISTING HAND SINK AT EXISTING LOCATION RECONNECT TO ALL UTILITIES AS s Ali • r;,,�iR • I/•`, �'�`IT,�r� 1 � NECESSARY. (AD-34) INSTALL NEW MIRROR,HAND DRYER,PAPER TOWEL DISPENSER/TRASH, COAT HOOK, rL KN-Iq _.........._...� REDUCE,SHEET A45, 4 INSTALL AT LOCATIONS SHOWN. ` I/ j- K - 2 RELOCATE EXISTING/INSTALL NEW CASH BOOTH EQUIPMENT AT NEW LOCATIONS SHOWN. BABY CHANGE PER FI 5G J ° 0 RELOCATE EXISTING SOAP 4 SEAT COVER DISPENSERS TO NEW LOCATIONS SHOWN 13 VERIFY FULL EXTENT OF RELOCATED 4 NEW EQUIPMENT 4 EXACT LOCATIONS WITH z• o v o �' ° N INSTALL SEAT COVER DISPENSER, HAND DRYER, PAPER TOWEL DISPENSER, sl BABY o' c - - MGDOANLDS CONSTRUCTION MANAGER RECONNECT EQUIPMENT TO ALL REQUIRED 4 -0 o ` o PERAB COQ 48" AFP PART, .� a a o v'=c) UTILITIES GRANGE AT MAX TOO LE PA 5 MANUFACTURER RE = o ° ° OWER INSTALL MIRROR AT 40" AFF MAXBOTTOM OF REFLECTING 4 a a� ` v v EXISTING GAS METER ASSEMBLY TO REMAIN. PROTECT FROM DAMAGE. L ALL MI ArX To 0 I I A (KN-23) SURFACE. INSTALL SOAP DISPENSER AT 40" AFF 4 6" DEEP MAX TO OPERABLE =o a o e v° a o 2 - _ K -•24 4' 5 4. . c- - •�`' is p ►• • •T• F-,* • - • •G' PART. INSTALL COAT HOOK AT 48" AFP MAX. ENSURE NO FIXTURE PROTRUDES MORE c *►� 0 o 0 ° 0 c THAN 4' FROM WALL BELOW. LOCATE ALL FIXTURES ATA CLEAR FLOOR SPACE. SEE n° ., ° a a N" a r (KN 25) RELOCATE EXISTING MGFLURRY BLENDER d SHAKE MACHINE 4 INSTALL NEW BLENDER o.,.- ` .. • /, / DETAIL 10/A45 FOR MOUNTING HEIGHTS. 8 t - „ L e BRACKET(PER KITCHEN EQUIPMENT SUPPLIER) AT NEW LOCATIONS SHOWN.VERIFY EXAC ° o t �/ // OR RELOCATION d NEW EQUIPMENT LOCATIONS WITH MCDONALDS GONSTRUGTIO (AD-35) REMEDIATION OCCURS IN(KN-I5) co ° -0 E - c o i . i V ;' MANAGER. RECONNECT TO ALL UTILITIES AS REQUIRED. RELOCATE EXISTING EMP OYI� BREAK ROOM COAT RACK d HANGERS AT 48" AFP MAX c ° °-o v c , COOLER ' I L I 1 1 - ( N 2 ) INSTALL NEW CLEAR GLAZING AT EXISTING STOREFRONT FRAME, PER MCDONALD'S O _ .. c L o v 5 FOR SAFETY GLAZING o c o 111 :_T. ;......... : ......... . _.._............ . .. ENSURE E REQUIREMENTSo o ° m v I �� SPECIFICATIONS. EN GLAZING MEETS GDD _ 1 i VERIFY SIZE IN FIELD PRIOR TO ORDERING. °< <°' a o ° p R ;1',:i.:177,1�_ (KN-2'i) ALUMINUM BATTEN SYSTEM PER ELEVATIONS vo.� x-,1! II KITCHEN __�.-...._....W -_= w_.�. _2 ADDITION PROVIDE DEMOLITION NEW `\ ........._. (KN 8) OF NEW CONCRETE SLAB FOR BUILDING o ca 10 v a;Z 1i _ I105 -:`. ,._:.J . -; _'_ CONSTRUCTION PER STRUCTURAL DRAWINGS. WALL TYPE SCHEDULE ° J . 0 • ' i 1 r-------i ( N-2 ) P• ROVIDE NEW QUARRY FLOOR TILE PER MCDONALDS SPECIFICATIONS (CROSSVILLE 6X6 a" •,''c o- c m o 1 _..ice - "METROCS" GO PREPARE SLAB AS NpE DESCRIPTIONHEIGHT o- w N c«°-_ c . r II t CREW I 3.._......_.._................: "METROPOLITANMA WER RED}. �,. �._ a POL QUARRY BAST COLOR: 31A YFLO . _ - 3 -" --- ROOM OFFICE - % NEXISTINGPROVIDEITE TILE) TO MEET NOT USED WA v o o .� a CI / - DONALD REPAIR (CATIONS 3TOMATCH EXISTING UNG FINISHES ADJACENT. a m o �, o v K -3O PATCH1 1109 1107 I A__ .. ___.. MCDONALDS i 11 i 1 1 (KN-31) GG TO PROVIDE 4"X4"X5'-c?" HIGH STAINLESS STEEL CORNER GUARDS AT LOCATIONS (/'2 NEN EXTERIOR WALL CONSTRUCTION / LL CONSTRUCTIONEXTERIOR) REQUIRED .- c a:3 o CORNEREXTERIOR ; NOTES,SHEETg v 3 v o -, .., . __._._- _.__._. ; � SHOWN. START AT FINISH ORATTACH WITH OD SCREWS INTO FINISH PER ELEVATIONS 3 A3 0 � EXPOSED FC?R INP! o ------ ; KN-3I) ` = WOOD BLOCKING.BULL NOSE COVE BASE TILE MEETS STAINLESS STEEL CORNER DRAINAGE MAT OR CEMENT BOARD FURRING AS REQUIRED BY MFR. FOR LL 2 -u a ,„„...2- . o __ �� ti, v a33N0a0 - -- RELOCATEEXISTINGOFFICEQUI VERIFYFULLOF N DEPTH(to EXPOSED EXTERIOR) o - _____.= KN-08 TYP, - (KN-52) FURNITURE EQUIPMENT. EXTENTFAS Tl0 a u) °5 L.-, E a)-(AD-35) ' Q +• I RELOCATION 4 EXACT LOCATIONS WITH MCDONALDS CONSTRUCTION MANAGE T COMMERCIAL D NLRB/AB.(� EXPOSED EXTERIOR) ce a'3,o C S CO 5 STORAGE \ '. .� �� -� �,� � y��`������ RECONNECT EQUIPMENT TO ALL REQUIRED UTILITIES. EXTERIOR GRADE PLYWOOD SHEATHING (WHERE NECESSARY) I 118 I © z (KN-33) NEW CONCRETE SLAB WITHIN PLAYPLACE.SEE STRUCTURAL DRAWINGS FOR MORE WOOD FURRING TO ALIGN WITH BRICK BELOW 4 ADJACENT(WHERE NECESSARY). w A _ KN-28) INFORMATION. COORDINATE EXTENT OF DEPRESSED SLAB FOR HIGH IMPACT FLOORING BATT INSULATION WITHIN CAVITIES(WHERE NECESSARY) ,- Q T A'' > CASH KN-3o c, 0 5 , z ` BOOTH r WITH INTERIOR DESIGN DRAWINGS. SHEATHING PER STRUCTURAL „ o , a �,1 0 z KN-241) .......... , z w LA , v1 ,v __. \ x p_ _ (KN-34) FLOORING - ACTUAL EXTENT d TOY PLACEMENT.SEE 2X6 WOOD STUDS 0 16 O.G. PER STRUCTURAL DRAWINGS u f ::: j .'' I{ it--_ ) I 108 in SI��FOR ESSED SLAB DETAIL.COORDINATER-2{ BATT INSULATION WITHIN CAVITIES NU VAPOR BARRIER ON WARM SIDE . -' w G. a �--: I ', \ / -' ALI N� ALIGN _ KN- NEW PLAYTOY # PLAYPLAGE EQUIPS BY OTHERS(TO BE COORDINATES BY WOOD FURRING TO ALIGN WITH ADJACENT(IF NECESSARY) u a �-1 Li < cn • ALIGN 2 { 35) t-, N 4 2. q RIGID INSULATION WITHIN CAVITIES OF NECESSARY) © t I McDONALD'S CONSTRUCTION MANAGER).ENSURE PL AYTOY PROVIDES ACCESSIBLE IN 5/8' TYP 'X'GYPSUM 1 -.----_..._.... TRANSFER SYSTEM TO ELEVATED PLAY ELEMENTS. TRANSFER PLATFORM TO BEM WALL BOARD N 'y� J�\J�,`� \�\\� L + \ � 1 \� _ I I \\ \` 14" DEEP X 24" WIDE s MOUNTED AT II"-18' AFF.E� MIN 30" X 48' CLEARANCE FINISH TO MATCH EXISTING/PER INTERIOR DESIGN DRAWINGS ,� T I r `�. �_/ 11-- 1 T -11 15 CENTERED ON 4 PARALLEL TO 24" LONG SIDE OF TRANSFER PLATFORM. ENSURE NEW EXTERIOR WALL CONSTRUCTION I INFILL WALL CONSTRUCTION(BELOW) /' c:.• Ow'41;;;' ..iiP-r- .,i r, r BRICK TO MATCH ADJACENT(@ EXPOSED EXTERIOR) C� 2'-5 1/2" ALIGN / I I I I I I N9(-Iy I I N91Td I I MORTER TO MATCH ADJACENT(® EXPOSED EXTERIOR) ,- (KN-241-' I I i I -ItKN-05) I I I II DRAINAGE MAT WITH FACER(e EXPOSED EXTERIOR, IF EXISTING) o � 2'..�," I I 4' O'/I II I I I 1 LTYVEK COMMERCIAL D W.RBJ AB. _ _ ^ _. _ LEGEND i G C SHEATHING PER STRUCTURALix - - - - - - - J - 2X6 WOOD STUDS 0 16' O.G. PER STRUCTURAL DRAWINGS r� 42'-0" NEW I EXISTING CONSTRUCTION TO REMAIN R-2I BATT INSULATION WITHIN CAVITIES W/VAPOR BARRIER ON WARM SIDE e • WOOD FURRING TO ALIGN WITH ADJACENT(WHERE NECESSARY) cL BW. ENTERLINES OF CPE- • ;LE - • B EXISTING EQUIPMENT TO REMAIN RIGID INSULATION WITHIN CAVITIES (WHERE NECESSARY) z i7 ? A OVERHEAD CONSTRUCTION 5/8" TYP 'X' GYPSUM WALL BOARD J G FINISH TO MATCH EXISTING. i ' 1 ul�/'////// /%�!� NEW WALL CONSTRUCTION 3 NEW INTERIOR WALL CONSTRUCTION TO 6" 00 z N a NEW OR RELOCATED EQUIPMENT O FINISH PER INTERIOR DESIGN ABOVE W c - W lirZYA/21:.> 5/8' TYPE 'X' GYPSUM WALL BOARD CEILING, O o . 2X4 WOOD STUDS @ 16" O.G. U.N.O. (r' a v' NEW SLAB ON GRADE SOUND BATT INSULATION o 'A' DESIGNATION fl L W co u ,- 5/5' TYPE 'X' GYPSUM WALL BOARD 1y co N DOOR TAG - SEE DOOR SCHEDULE ON :IHCLT A6.0 FINISH PER INTERIOR DESIGN 0 - W z LLJ F < o NEW INTERIOR WALL CONSTRUCTION TO 6 WINDOW TAG - SEE WINDOW SCHEDULE ON SHEET A6.0 O FINISH PER INTERIOR DESIGN ABOVE ; \ Cr Y o 5/5' TYPE 'X' GYPSUM WALL BOARD CEILING, 7� ',I (.) '; ''' '-65 r^, 2X6 WOOD STUDS @ 16' O.G. U.N.O. SOUND BATT INSULATION o 'A' DESIGNATION A18-223 - #11502 5/8' TYPE 'X' GYPSUM WALL BOARD z A 0.1 1 I PARTIAL FLOOR PLAN (SOUTH) FINISH PER INTERIOR DESIGN z W • ALAI.( SCALE: 1/4" = Ir-0" v+ FLOOR PLAN � Q � a o � 4I4 2 Ll... 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Q� C- Icr — ■ / 7/ / / / 1 / / ;, GN of' 7/ �;' �wii: _��ni,: 1 _ L." ;% ,/' ''19II�II / GN • ' /' I I / ' IM IM 1 0 a� / I r,-.�'� -� SI o ° ori i / / /' • /; IIIIIIIIII,, / ova "- oicti I 71A% % � - 0 0 — rid■ /' / / /1,7 .� All — ° acv a° /;' EXIT/ j / / - GN-05 A3.0 ° • O v ,,...6i"'.a - I I T IEXIT I t I _ - F= J . • �� lI 11 Ta} 1 I I I I II - ( \ J I I 1 �r r ,r ir , N pV'N O CQr0. 1 11 • \ II II II II G 46O' L U co I II L JL JL O -4, G L °tir. Ir -o E m O c c 2 . rnJ L c E.Q E.Q ° ' aGJ _ �- \ E.Q 3-5" E.62 ® / NoNVGN-c:!, N • I I A °`w ° � JI ---- . C N tee [ NUr.oo.coo >, r® Lrn ° r- • 0 L JL_ I JLILI • C CO 0. cT� - C _ �.. oa w!. 0N O OU E.0 E.0 E.0 31-5" E.0 Co o ° 3AOLo ` mc or Q-0 • ft j r I- 0..3 v- C++ 0.a,+ lel L. z , REFLECTED CEILING PLAN cn C o m w )( AL2) SCALE: I/4" = I'-0" z ``' `� `' `�' L H w L w !- CEILING KEYNOTES CEILING GENERAL NOTES ` W > h LEGEND o �� LJJ Ln (0-01) REMOVE EXISTING ACOUSTICAL CEILING GRID 4 TILES,SOFFITS $ LIGHTS. LIGHTING (GN-07) REMOVE d RELOCATE EXISTING SUPPLY d DIFFUSERS FOR INSTALLATION OF NEW I. VERIFY EXISTING CEILING HEIGHTS d ALL DIMENSIONS PRIOR TO WORK. CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL CEILING GRID $ CONSTRUCTION. OFFTAKES TO REMAIN FOR REUSE;RECONNECT TO EXISTING SYSTEM. TILE AT EXISTING CEILING HEIGHT PER INTERIOR DESIGN DRAWINGS: USG OLYMPIC MICRO PAINT PER INTERIOR DESIGN DRAWINGS. ENSURE DIFFUSERS ARE LOCATED AWAY FROM I I EXISTING CONSTRUCTION TO REMAIN CLIMAPLUS,TEGULAR EDGE,COLOR: WHITE (SURFACE MUST BE WASHABLE 4 TILES MUST LIKELY OBSTRUCTIONS TO AIRFLOW. 2. RELOCATE EXISTING MECHANICAL DIFFUSERS AND RETURNS AS REQUIRED FOR CEILING NEW FLUORESCENT LIGHT PER ELECTRICAL °' BE VINYL FACED AT KITCHEN). VERIFY FINISH # INSTALL HEIGHT WITH INTERIOR DESIGN MODIFICATION. NEW OVERHEAD CANOPY/TRELLIS CONSTRUCTION r, (GN-08) PATCH d REPAIR EXISTING ACOUSTICAL CEILING d GRID. RELOCATE EXISTING LIGHT d DRAWINGS. INSTALL NEW LIGHTS PER ELECTRICAL DRAWINGS;CONNECT TO EXISTING MECHANICAL DIFFUSER TO NEW LOCATIONS SHOWN;RECONNECT TO EXISTING SYSTEMS. 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION CEILING TILES WITH NEW TILES EXISTING CONSTRUCTION /FIXTURES TO BE REMOVED o ELECTRICAL SUPPLY. PAINT EXISTING VENTS PER INTERIOR DESIGN DRAWINGS. SEE (CN-o9) EXISTING DIGITAL MENU BOARDS TO BE RELOCATED AS SHOWN FOR RECESSED (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). EXIT EXIT EXISTING/NEW INTERNALLY ILLUMINATED EXIT SIGN PER ELEG. ��/����/�//��/1 NEyH V LL CONSTRUCTION TYPICAL DETAILS 2 4 6/A4.4.. PORTRAIT INSTALLATION. G.G. TO VERIFY ALL LOCATIONS SHOWN ON PLAN EXIST. IF a (0N-02) NEW 24X24 ACCENT SUSPENDED ACOUSTICAL CEILING GRID 4 TILES PER INTERIOR (GN-IO) NEW MENU VALENCE TO TIE INTO EXISTING AT 6'-b" A.F.F. (V•I.F,). SEE DETAIL 9/A4.6. 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION LIGHT FIXTURES WITH NEW NOT PROVIDE AS SHOWN. NEW OR RELOCATED EQUIPMENT DESIGN DRAWINGS: USG FROST CLIMAPLUS,TEGULAR EDGE,COLOR: BLACK (SURFACE REMOVE EXISTING FINISHES AT MENU BOARD VALANCE 4 INSTALL NEW WALL TILE PER FIXTURES(TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). '- MUST BE WASHABLE 4 TILES MUST BE VINYL FACED AT KITCHEN). VERIFY FINISH WITH INTERIOR DESIGN DRAWINGS. PREPARE EXISTING SURFACES AS NECESSARY FOR \ X RELOCATED MECHANICAL SUPPLY AND RETURN DIFFUSERS, V.I.F. c INTERIOR DESIGN DRAWINGS. INSTALLATION HEIGHT PER PLAN 4 INTERIOR DESIGN INSTALLATION OF NEW TILE. v - DRAWINGS;V.I.F. COORDINATE DEMOLITIONS,ELECTRICAL 4 DETAILS WITH(CN-01). EXISTING SUSPENDED ACOUSTICAL TILE AND GRID TO REMAIN .)-- DRAWINGS; ( CN-II ) NEW EXTERIOR WALL SCONCE LIGHT FIXTURE. SEE ELECTRICAL SHEETS FOR MORE W (CN-03) PATCH 4 REPAIR EXISTING / INSTALL NEW ACOUSTICAL CEILING GRID d TILE (WASHABLE INFORMATION. VINYL-FACED) TO MATCH EXISTING ADJACENT. IF MATCH 15 NOT AVAILABLE,USE USG O NEW RECESSED DOWNLIGHT PER INTERIOR DESIGN DRAWINGS 1 (CN-I2) NEW RECESSED DOWN LIGHT FIXTURES AT DRIVE THRU CANOPY. SEE ELEVATION OLYMPIC MICRO CLIMAPLUS,TEGULAR EDGE,COLOR: WHITE. INSTALL NEW LIGHT AS DRAWINGS FOR MORE INFO. - �' o SHOWN PER ELECTRICAL;CONNECT TO EXISTING SYSTEM. INSTALL NEW DIFFUSER AS �� NEW EXTERIOR WALL SCONCE SCONCE PER ELECTRICAL • 0 c) SHOWN CONNECT TO EXISTING MECHANICAL SYSTEM. SEE DETAILS 26/A4.4. (CN-I5) EXISTING ROOF LADDER HATCH TO REMAIN. NEW SUSPENDED ACOUSTICAL TILE AND GRID Li c W (GN-04) PATCH 4 REPAIR EXISTING/ INSTALL NEW GVHR CEILING AS NECESSARY FOR NEW (GN-I4) NOT USED. ® EXISTING CEILING SPEAKERS TO REMAIN. V.I.F. o CONSTRUCTION AND PAINT PER INTERIOR DESIGN DRAWINGS. REMOVE EXISTING TROFFER (CN-I5) REMOVE $ REPLACE PLAYPLACE LIGHT FIXTURES;RECONNECT TO ELECTRICAL SYSTEM. / nLJ c FLUORESCENT LIGHT FIXTURES AND INSTALL NEW RECESSED CAN LIGHTS PER SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. /-/ ' CY LC) V; c%5 ELECTRICAL DRAWINGS. CONNECT TO EXISTING ELECTRICAL SUPPLY. PROTECT EXISTING (CN-I6) EXPOSED STRUCTURE ABOVE - UNDERSIDE OF DECK 4 JOISTS,AND DUCTWORK TO BE 24"X24" SUSPENDED ACOUSTICAL.. CEILING GRID 4 TILES AT 4" 't--- z_ Z. z PAINTED PER INTERIOR DESIGN DRAWINGS, ALL EXPOSED ENDS OF ROOFING FASTENERS EXISTING FLUORESCENT LIGHT TO REMAIN '- Col- <c MECHANICALS VENTS 4 SPEAKERS FROM DAMAGE. PAINT VENTS PER INTERIOR DESIGN / HIGHER(V.I.FJ THAN ADJACENT CEILING. �_ k o � �, DRAWINGS. SEE DETAIL 5/A4.4. TO BE CLIPPED ACOUSTICAL CEILING PANELS TO BE MOUNTED ON UNDERSIDE OF ROOF / Li s _' • o (CN-05) VERIFY EXISTING INTERNALLY ILLUMINATED EXIT SIGNAGE $ EMERGENCY LIGHTS AS DECKING - CENTER PANELS BETWEEN JOISTS, EVENLY SPACED,COORDINATE 4 AVOID / 0 C) L., E g.--' SHOWN OR INSTALL NEW AT DOOR LOCATIONS AS REQUIRED. COORDINATE WITH LIGHT FIXTURE POSITIONING. REMOVE EXISTING 3 INSTALL NEW LIGHT FIXTURES AS SHOWN �, 0 U u I- a' G ELECTRICAL DRAWINGS. E PER ELECTRICAL. CONNECT TO EXISTING ELECTRICAL SUPPLY. i';-.. N ; A18-223 #11502 (CN-06) REINSTALL EXISTING SPEAKERS IN NEW CEILING AS NECESSARY. PROVIDE ADDITIONAL SPEAKERS WITHIN NEW DINING AREA AS NECESSARY PER SOUND SYSTEM DESIGN 4A 1 . 2 CONNECT TO EXISTING SYSTEM AS NEEDED. W z U' RCP Q LL Q C_ r A2.4 w■_Y di Q la f I a 4 iems `* . ►M E.O E. ® E.& J Ea , E.0 (CN-II� u1• e- E.Q ` s A �, /lli � lT* X :N-05 esid tu x 0 I' i 1 I EXI k . . :y. Y . i'.....„*„. ,;•• •,.;. 7 ...".:•......:,;!14:.:.:..'...: 4...: • • *-• ;.,4 -'••.:. • •-•••'• • " ' ' ' (S,' ' ''''' ''' Li i•. .S. 103 , i 5 :" 5 2 •:1 p$. t, L.L CIE L:.1 ttl ..!•,-,••,••••• -;,-• - MATCH PJCISTING .•�• : I} i 0 cr cr it `,, ~ .4407..'... :. .•Q :;,, y�.E.Q \':.!a;;. :g,W, , ® .. o c3 o jam `,,•..;.•...%::.'.• `��tt'..•.: . .\:,..,,l..' .:..:% ; GN-0i ; 3TORfj,GE ' '•=.t�7GN-O�}'.:k•= '[ GN_ b CY) _ STORAGE 1151 ''' w: ` .' ':u"���....'.--.- ,...,.....,: ....,....,.t.....-•,.;.•: GN-�7 1 N < ,� - , . • �:�\ \\•• • •\1 \, :fig I �, 0,1 o 115 FREEZER \\'\�� ���\\\•\\\\� _�, . -. 112 ( _-. 1..:;.,•..-.,....:,.".. �' �ee ::' It.G2: : :z�: Q N� .tu .;::: :•:� :\�,•-• . 'Mt�T�E...STING: Vv �,;• . ..:1 . .1 .. • I I _� LLI ::r GN-0? •3: -• _ .E: �`,��} :: '� 4..E.Q1.•.: `:5'-0."• '' : •'. ` D:`; E•Q,, ..' 'E.Q'.E.'6 •. ^%' :..,•.:..:.' .• ,'r,i• •,J•. .�J .' .N-O4 `.:MEN'S•: : S.'.. .N-01 I Ij .!u. • :' :, . GN-06 •• :G'i•' .....:,..‘i 104 I:. ... • :,. :es (GN-I I }�%E.Q ` E.Q�� Ali 7 a NV 0 a W 2 - - - I a id C=11 A3.1 I uiiiiii-,iiia _ a COOLER , 1 1 1 i : 1 111 I KITCHEN 1 .05 1 ■ VILI1 i iD Eg tY E.0 ED W / / / MED X I Lr (GN-k-) a v u: i I J • U :3:: 0OFFICE - o�0 a,� PIIcFOGqTEaai a ° `ocoEXIT 107 � •L a�.a �Qyy4' c7: O L 2 g aan � a ., CN r i1'i�1�AGE CREW a ...� o �' a v c 115 I I R OM ; •• a �' -' NIL- a c C -v d E 0e 3 =,_ o N I1O9 I \,\\\��`,\�\ ,,,...\\.\\,\\\\ \ \ \.,. \ \ I\ 1 c O .-vt ■ ti t \ 00 a� E -—. a3-42. 11 aoo +, aL U C� a C � A 7 ` AI \ X / >-2Kr I a —U C t," 7:1 4/ NC C �_+ a ) \, a C U•� a y O • I a o++ X+. \�\ N NUCNLN � \A\\\\1\\ W1 ) \\���A � . 1 r\�\�� \A ■ .ter. U.0 L . v� .,,,,,1-.„.: O O i a - m U E�r 1r 1r �� u c''').C r o „ L to GN 12 I I 0 a� a u 2 s' I I :0-.: `aIo4:: ola' •1 - 2 N T E a N U 0 a- C 1l iL �L �� a'., Dai. „`a' �Qv � J' I a � .; �,� Cd3wu .QE.Q IE iNflill Ark a' REFLECTED CEILING PLAN mi o G a CC) AI.3 SCALE: 1/4" = I'-O" z D N LLI - N E) 1- w w LJ !- CEILING KEYNOTES CEILING GENERAL NOTES LEGEND tA (GN-01) REMOVE EXISTING ACOUSTICAL CEILING GRID 4 TILES, SOFFITS 4 LIGHTS. LIGHTING (CN-07) REMOVE d RELOCATE EXISTING SUPPLY 4 DIFFUSERS FOR INSTALLATION OF NEW I. VERIFY EXISTING CEILING HEIGHTS d ALL DIMENSIONS PRIOR TO WORK. CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL CEILING GRID d CONSTRUCTION. OFFTAKES TO REMAIN FOR REUSE;RECONNECT TO EXISTING SYSTEM. TILE AT EXISTING CEILING HEIGHT PER INTERIOR DESIGN DRAWINGS: USG OLYMPIC MICRO PAINT PER INTERIOR DESIGN DRAWINGS. ENSURE DIFFUSERS ARE LOCATED AWAY FROM 2. RELOCATE EXISTING MECHANICAL DIFFUSERS AND RETURNS AS REQUIRED FOR CEILING I I EXISTING CONSTRUCTION TO REMAIN CLIMAPLUS,TEGULAR EDGE,COLOR: WHITE(SURFACE MUST BE WASHABLE 4 TILES MUST LIKELY OBSTRUCTIONS TO AIRFLOW NEW FLUORESCENT LIGHT PER ELECTRICAL r' MODIFICATION. NEW OVERHEAD CANOPY/TRELLIS CONSTRUCTION ClCV BE VINYL FACED AT KITCHEN).VERIFY FINISH 4 INSTALL HEIGHT WITH INTERIOR DESIGN (CN-08) PATCH # REPAIR EXISTING ACOUSTICAL CEILING 4 GRID.RELOCATE EXISTING LIGHT 3N. DRAWINGS. INSTALL NEW LIGHTS PER ELECTRICAL DRAWINGS;CONNECT TO EXISTING MECHANICAL DIFFUSER TO NEW LOCATIONS SHOWN;RECONNECT TO EXISTING SYSTEMS. 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION CEILING TILES WITH NEW TILES EXISTING CONSTRUCTION I FIXTURES TO BE REMOVED c ELECTRICAL SUPPLY. PAINT EXISTING VENTS PER INTERIOR DESIGN DRAWINGS. SEEEXISTING/NEV INTERNALLY ILLUMINATED EXIT SIGN PER ELEC. (GN-04) EXISTING DIGITAL MENU BOARDS TO BE RELOCATED AS SHOWN FOR RECESSED (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). EXIT EXIT G.G. TO VERIFY ALL LOCATIONS SHOWN ON PLAN EXIST. LF r/�'//////////1 NEW - CONSTRUCTION TYPICAL DETAILS 2 4 6/A4.4.. PORTRAIT INSTALLATION. a. (GN-02) NEW 24X24 ACCENT SUSPENDED ACOUSTICAL CEILING GRID 4 TILES PER INTERIOR (CN-IO) NEW MENU VALENCE TO TIE INTO EXISTING AT 6'-8" A.F.F. (V.I.F,). SEE DETAIL 41/A4.6. 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION LIGHT FIXTURES WITH NEW NOT PROVIDE AS SHOWN. NEW OR RELOCATED EQUIPMENT o DESIGN DRAWINGS: USG FROST CLIMAPLUS,TEGULAR EDGE,COLOR: BLACK(SURFACE REMOVE EXISTING FINISHES AT MENU BOARD VALANCE d INSTALL NEW WALL TILE PER FIXTURES(TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). MUST BE WASHABLE d TILES MIST BE VINYL FACED AT KITCHEN).VERIFY FINISH WITH INTERIOR DESIGN DRAWINGS.PREPARE EXISTING SURFACES A5 NECESSARY FOR \ X RELOCATED MECHANICAL SUPPLY AND RETURN DIFFUSERS,V.I.F. INTERIOR DESIGN DRAWINGS. INSTALLATION HEIGHT PER PLAN 4 INTERIOR DESIGN INSTALLATION OF NEW TILE. DRAWINGS;Y.I.F. COORDINATE DEMOLITIONS,ELECTRICAL DETAILS WITHCGN-0f) EXISTING SUSPENDED ACOUSTICAL TILE AND GRID TO REMAIN z ch (GN-03 PATCH REPAIR EXISTING / INSTALL NEW ACOUSTICAL CEILING GRID TILE(WASHABLE .I c w NEW EXTERIOR WALL SCONCE LIGHT FIXTURE. SEE ELECTRICAL SHEETS FOR MORE In La INFORMATION. Q NEW RECESSED DOWNLIGHT PER INTERIOR DESIGN DRAWINGS VINYL-FACED) TO MATCH EXISTING ADJACENT. IF MATCH 15 NOT AVAILABLE,USE USG (GN-12) NEW RECESSED DOWN LIGHT FIXTURES AT DRIVE THRU CANOPY. SEE ELEVATION d �' cs \...... ....." NEW EXTERIOR WALL SCONCE SCONCE PER ELECTRICAL OLYMPIC MICRO CLIMAPLUS,TEGULAR EDGE,COLOR: WHITE. INSTALL NEW LIGHT AS DRAWINGS FOR MORE INFO. 0 Q � r c ``' SHOWN 4 PER ELECTRICAL;CONNECT TO EXISTING SYSTEM. INSTALL NEW DIFFUSER A5 (CN-I3) EXISTING ROOF LADDER HATCH TO REMAIN. SHOWN d CONNECT TO EXISTING MECHANICAL SYSTEM.SEE DETAILS 246/A4.4. NEW SUSPENDED ACOUSTICAL TILE AND GRID 1i 1 0 =; 0 v' GN-04 PATCH REPAIR EXISTING/ INSTALL NEW GAB CEILING AS NECESSARY FOR NEW (GN-14} NOT USED. O EXISTING CEILING SPEAKERS TO REMAIN.Y.I.F. i�' cri , CONSTRUCTION AND PAINT PER INTERIOR DESIGN DRAWINGS. REMOVE EXISTING TROFFER Mal REMOVE 4 REPLACE PLAYPLACE LIGHT FIXTURES;RECONNECT TO ELECTRICAL SYSTEM. / fl L ` "' FLUORESCENT LIGHT FIXTURES AND INSTALL NEW RECESSED CAN LIGHTS PER SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. / CC ` -- N ELECTRICAL DRAWINGS.CONNECT TO EXISTING ELECTRICAL SUPPLY. PROTECT EXISTING (CN-I6) EXPOSED STRUCTURE ABOVE - UNDERSIDE OF DECK 4 JOISTS,AND DUCTWORK TO BE 24"X24" SUSPENDED ACOUSTICAL CEILING GRID d TILES AT 4" z z �' z ` EXISTING FLUORESCENT LIGHT TO REMAIN o CL MECHANICALS VENTS d SPEAKERS FROM DAMAGE.PAINT VENTS PER INTERIOR DESIGN PAINTED PER INTERIOR DESIGN DRAWINGS,ALL EXPOSED ENDS OF ROOFING FASTENERS .. HIGHER(V.I.F,) THAN ADJACENT CEILING. �. 1 a �= a. y _ DRAWINGS. SEL DETAIL 5/A4.4. TO BE CLIPPED ACOUSTICAL CEILING PANELS TO BE MOUNTED ON UNDERSIDE OF ROOF /- %/ . CY v -) 6 0 ,i- (CN-05) (CN-05) VERIFY EXISTING INTERNALLY ILLUMINATED EXIT SIGNAGE d EMERGENCY LIGHTS AS DECKING - CENTER PANELS BETWEEN JOISTS,EVENLY SPACED,COORDINATE # AVOID O 0 " -> t` -Ct: `� I SHOWN OR INSTALL NEW AT DOOR LOCATIONS AS REQUIRED. COORDINATE WITH LIGHT FIXTURE POSITIONING. REMOVE EXISTING d INSTALL NEW LIGHT FIS A5 SHOWN f. N 0 G `' M ELECTRICAL DRAWINGS. # PER ELECTRICAL. CONNECT TO EXISTING ELECTRICAL SUPPLY. A18-223 - #11502 (CN-06) REINSTALL EXISTING SPEAKERS IN NEW CEILING A5 NECESSARY. PROVIDE ADDITIONALAi 3 SPEAKERS WITHIN NEW DINING AREA AS NECESSARY PER SOUND SYSTEM DESIGN d Y z CONNECT TO EXISTING SYSTEM AS NEEDED. E LLI RCP ZZ Az b bi C b b b g ig g § g § § § q 1 ,s,, 1 : . 1 O OR R - z eh ' i r r- r-- x e i AP _i 1 'II C � a 73 .. 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TITLE DRAWN BY PREPARED FOR: ©2018 McDonald's USA, LLC PREPARED BY: 2018 MR-7) :REMODEL STD ISSUE DATE (f ii II® McDonald's , LLC l COR 16 SEPT 2011 4 -/-/19 OWNER REVISION FHA N.) These drawings and specifications are the confidential and proprietary ._.% DESCRIPTION REVIEWED BY property of McDonald's USA, LLC and shall not be copied or reproduced 3 3/4/19 OWNER REVISION FHA I Ctv1U WALL..'. SEC without written authorization. The contract documents were prepared 2 12/7 OWNER SI • for use on this specific site in conjunction with its issue date and are ;1 3 REVISION FHA STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of SEPT 2011 these drawings for reference or example on another project requires the Nikaiiiiiiiiiiiiieieiiiiiiiiivexiiiiiiiel ARCHITECTURE 1 10/1/18 OWNER REVISION FHA to BRICK 'AAINSCOT/COLUMNS & SIDING services of properly licensed architects and engineers. Reproduction of 2 SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. A/26/i8 LEGAL CLEARANCE FHO 36-0105 12388 SW SCHOI..LS FERRY RD, TIGARD, OR 97223 REV DATE. 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The contract documents were prepared • L~' c�' for use on this specific site in conjunction with its issue date and are I 2 12/7/13 OWNER REVISION FHA �' �-y� STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of .J SEPT 2011 these drawings for reference or example on another project requires the ARCHITECTURE 1 10/1/18 OWNER REVISION FHA CP BRICK WAINSCOT/'COLUMNS Sc SIDING services of properly licensed architects and engineers. Reproduction of ) SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. - 4/26/18 LEGAL CLEARANCE FHO 36--0105 12.338 SW SCHOLLS FERRY RD, TIGARD, OR 97223 REV DATE DESCRIPTION BY < < 0 AN T.O. PLAYPLAGE WALL T.O. PLAYPLAGE WALL o'O ELEV. +EXIST. 10'-0" ELEV. +EXIST. ■ CN-05 (EN-04)- EN-OR (EN-16) A3.0 N-0 = (EN-07 EN-I6 (EN-0AS.0 (EN-Oq ■�-• \ EN-1R -( EN-II ) EN-IR (EN-07} ® 0-05/9-\, -(EN-OI) ® N-056 \ TYP. ■ A,T.O. PP BATTENS I'� `� ' .. ,- - -- - -. ,, T.O +I -6 BATTENS 1 - I ELEV. +111-6 I/2 li 1 0)11 1111\1 in '-e/// 4\ A4.1 T.O. PARAPET ® - GZ79 d O 3 ■ I • ` ELEV. +18'-q 1/2" i = 9 AIL r_- 1 A4.1 • T.O. STOREFRONT z 7 / ® _ • I L __ ® MATGH EXISTING i TYP. 1cL 1 \ EQ, 4'-0" r -- I.: ■ c) _8.0, METAL PANEL ® / TYP. I f +c I 1 c I C y I ELEV. +111-11/2" TYP. l .4 �, I , �� I . I I i I en I I r '• .� B.O. CANOPY f / (� - 1 i r �-- T.O. STOREFRONT _ I f - ELEV. +l0'-Irl 41_,B.O. CANOPY/TRELLI _._.... . .......- z z z z �' +I '-II" I -( EN-II } / ■ o lz-Ld: 0oQELEV O _ �G _u� irT Lnix- N12B) I � N-10• 7 — Ix Cr CT.O. STOREFRONT --- I ■ L> f N-10B ELEV. EXISTING I I Cs r1 0 T.O. WAINSCOT \ * __._______ ._____ ,. ...... EN-DI - ELEV. EXISTING T.O. SILL i i N o r.D: SILL EN-28 l I ELEv. EXISTING 1111111 I l I I I I \IIF ELEV. EXISTING 1 _ f M> .- e.o. BATTONST y� �a T B.o. BATTONS �, II / __.. --- - _ 1 I I I l I I l l tir-,_ , ELEV. +O 1211 r ,� - --_ -- -._ __--- ___.._. .. .-- __ ELEV. +O'-2" I .._.-_ .... .. _ N T.O. SLAB L _ - ,, L L - ■ T I T O SLAB \--. - 1 i ELEV. +0'-0" \IPELEV. +0'-0" EN-03 EN-2q EN-06 -CEN-14) -((N-15A) ® - N-10A) EN-01 @MO ® L((EN-14) EN-O6 EN-Ob -(EN-14) -(EN-21) 4 N-ISA ® I N-l0• ® EN-03 NI TYP. TYP. I I NORTH ELEVATION 2 WEST ELEVATION A2.0 SCALE: 1/411 : Ir � " A2.0 SCALE: 1/4" = II-011 01 O , N_0 :, ® T.O. BRANDWALL IX BLOCKING Mg) 1 --(EN-I1) EN-01) N•m Y eN-05 TYP. -CN-05 T.O.EBLEVRAN. I -(EN-I3) KEN-01) ® (EN-Iq)- ® EN-33 EQ. EQ. ® (EN-15B)- EN-32 (EN-04)- (EN-I5B)--• (EN-I5B)- (EN-33 (EN-Ob BATTENS 1/43 =■ 0 TYP. TYP. ' f _ {EN-141 (EN-04 ® EN-01 / y ■ t IT 1 I I I�� I MIMI T.O. PARALEV.PET 8+18 aKII 2G 'll -- .=_ - - 1 fl —\ CO c�- . --- / fh I + in 1 / T / _ 1 _ - � - I T.O. BATTENS ,.� c - - - 2LI= I - k / -- --- eL C) P e — _ --- -- __,__.,_ ow - 7- i ■ - I I _. ----- 1 1 J -- I B.O. METAL PANEL �, r'7,-1 ../, I� i= -— �. - - - ELEV. +I1 7 I/2 ._-0.:w CD �, r.N .--/ :_oi<go , aC • —+--moi .... — ._........... .. .............. ....,....,. .. .._...._.. .......-- - ----....,.., .,..,..,..,.., - � �a y �O�,1 -- B O GANOPYk_ J . g= a ELEV +10' 1111 `a a i _ --. - _ _ _ �_ -_ .- _._..-- - —T ..... -. _- d - o - _ _____ __ ______ Iliiik - Ti O -- -.._...... - - - -- _- __�_..__ __ __... _ ...._ - A4 I .:, - �' �' L 4_, �;w- • __ - * /, I I I -_ ......_ I I h __ T.D. STOREFRONT a L • „ ! i. s I I -- - .,._..,.ix - -... — — .._................._. .,..,....,_,._ --- - ELEV. EXISTING a o ._a a m , _. 3 ......._ - _-_......__ ...... ............... ..,.. ..._.........,. ..,..__._-__.-- -__ _....__.. ............. ..,.,..,.......,__... I Li ° _ _ � / o oma.. _ , _.._. I i__a I ! I 1 I {v11 - ...- -._ ELEVEXISNG .,.7„.fIl / i I' ��- # I I� r - -- - - / / -- <-. I J a a of O c x N — I � ,� ! Ei I Il 1111I 11 1 mil Hui [11,11 11 1. II Il IIIIIIIIIiIII[TiTfl IIIiI lllli II Il llll 1 mill / _ 11 11 LI it l) :,J I �jl!I ISI II!Il i r.o. 51LL comom �, L3 L V 1 .. u lu i.. ff _. l _ I,. m 1 _�._�- „ . . ELEV. EXISTING .2i3 ~•� �' `o ami -f %}/ // '.1- r-.-, r I s r I I_.-- T---1-'...T_•t- I 1"'"-T- ./.-_--/-7F--1 1,...1. 1 ..,1_.,.._.,C._...,1._.__J--1_1 r.., Rm.=_ ...,.7.,..., , _ ._ �. •a ;t _ I E J�._.._- _...,___ ..., ---•-._.........»_...�.�-- -..J .__........._..._.._. _. _d _.. ...L., _.L_.s .. .w : 'i,..�L� _ _}_ I r mil _ • _ ,LL 7f U '>7 _ . ,J C._._7.._.,"...[....'.17.. =-.T..7�r1 T-L ._ '7 1 . T._L'.2.:_7_ S L`'., 'I J. C'. : , �-=-1---- I I I l 1 `_' I1l I1 ` �l ll I�l l i 111111111111111111t1111111i1H11111111111111111111111111111i11111111111111 IIINI�I�1�11•!� 'z-� -: , B.O. BATTONstso_ o 11111111111 11 I,1 I j.11l.. _.. �� - - _ �� .■ r� I -- -—a�r+ww1w— , : >.��.� ,-.� \ • , I t i .�.....�s� -�.._ _.._ I �� ���� - rmw.. . . um �i� �-,--.- ._J. -, , i I " • r 7 T 1 i..... . A4.1 ELEV. +0-2 �' a c cn r . .., .. .. . . ` / =v. ...X_ ,I. _>v -T__ �..., . _.._..,......7...._.T='_:7__.�: _,-. ......Z.? > .... Z...L...]...,.,_i_....1-_..,L, .,..C,...,..i-_ ..1._.,..,i.._..�,.. J S_:..:I;., ].._..._1.. -1._.-.1:-"1- 1-. ... r _..L..._.3., ..t._ .7- r. Z. _. r 7 7- 1..._ I ::: T_..._:. cn w r U.r _._.:...�:.. L......1._.............-L_-•.I-,- ....... . 11■1w111� _ fit_ .. 7 11 Lal '" `� M�II�II T I r' r I T1 f ! I f- r * 1 -� -t-r.... ...T...]._..,. :.. ....1..,TT L ......i=......[._7.......�._1.�..]._._A-..�. �_ ."L:': i._. 7...... [ fn- i D y— C L_ + T �I�� y�.r 1 1 L T LI t—_I_ f ...L - 1 I 7 I 1 ,7 I ■ _..___ -.......... _.._..-,...,._. ,„I,._,. NM OM - ' - 1-.1. .._- r f T L_......1..,......:...,....t...•..,.a...- L,.....r..l` : ."::..:L �.-,- .L._...... :,...I-. ..,i..._,.''" --�..a_..�u_ :. . .-.. , ,` _ .. / I . _ J T.O. SLAB -0 -_c as >, / T CI EV. +O'-0" o o." a 'c5 E � trz c \ /- D a N >_ d O WI • LN-10,6 EN-03 EN-02 EN-14 4 N-10B {EN-21) EN-06 EN-02 EN-03 w l_� �. �EN-0I) -(EN-20D ® EN-2b SEN-20) EN-08 0 � � �= c�-#w I TIT'. 1=N-OI) o o L o oo - a I_ .- LY N N 7 N NU V a 2o ,_1..-42-E c aI.- Q 9-- C.L+ CO a. Li 3 WEST ELEVATION � N c.� L11 A2.0 SCALE: 1/4" = 11-011 a H w ►- 0 in x/7 o cil1 ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND (EN-01) NEW FIBER GEMENT SIDING PER COLOR SCHEDULE, THIS SHEET. COLOR: BASE BUILDING. (EN-20) HOLLOW METAL DOOR 4 FRAME - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. I. FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH MGDONALD'S AREA CONSTRUCTION STEEL SCHEME SCE SHEET A4.4 FOR. TYPICAL DETAILS. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. (EN-2I) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE (10" MIN. BOTTOM STILE @ DOORS). (EN-02) NEW BRICK TO MATCH EXISTING. ALUMINUM CANOPY W/ COLOR: 12" CANOPY: WHITE, (EN-D3) EXISTING BRICK FINISH TO REMAIN. (EN-22) NEW SPANDREL GLAZING PER MCDONALDS SPECIFICATIONS WITHIN EXISTING 2. " • " DENOTES SAFETY GLAZING. FASCIA SYSTEM: 5" CANOPY: RAL 1022 0) STOREFRONT. VERIFY SIZE PRIOR TO ORDERING. EL (EN-04) NEW METAL WALL PANEL SYSTEM PER COLOR LEGEND, THIS CHEET (EN-23) (RMHC) COIN COLLECTOR;SEE DETAIL I2/A4.3 3. TRASH ENCLOSURE 4 GATES (NOT SHOWN) TO RECEIVE NEW FIBER CEMENT SIDING 4 BE ALUMINUM BATTEN SYSTEM: ALUMINUM BATTENS SPACED AT 4"OC (ALLOWS 2" VOID) c; (EN-05) ANCHOR TITS PARAPET FASCIA BY METAL ERA, SEE COLOR LEGEND, THIS SHEET. (EN-24) EXISTING RAIN LEADER TO REMAIN. DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT PAINTED "BASE BUILDING" COLOR. MFR: AWNEX Ir Q A: BASE COLOR B: ACCENT COLOR EX I tKIOR WALL. PAINT BOTH TO MATCH SURROUNDING FINISH. SEE DETAIL 12/A4.3. SIZE: 2"X2" PROFILE (EN-06) ALUMINUM BATTEN SYSTEM WITH BACKING, SEE COLOR LEGEND, THIS SHEET. SEE DETAIL (EN-25) EXISTING CO2 FILL BOX TO REMAIN. COLOR: WOOD GRAIN, BACKRAIL UNFINISHED, END GAP PAINTED TO 2O/A42 MATCH Et (EN-26) EXISTING BULK OIL FILL BOX TO REMAIN; PROTECT FROM DAMAGE. )- (EN-07) FEATURE WALL, FINISH PER COLOR LEGEND, THIS 5HC1=T. z (EN-27) DECAL BY GRAPHICS SUPPLIER. SURFACE APPLIED, FIELD INSTALLED, PRE-GUT, PRE BATTEN BACKING: SUBSTRATE: I/2" LP SMARTBOARD, PRIMED 4 PAINTED ON ALL SIDE J ca a; (EN-Os) EXISTING BIKE RACK TO REMAIN;PROTECT FROM DAMAGE. SPACED. VERIFY SUPPLIER WITH MCDONALDS CONSTRUCTION MANAGER. BY GG, COLOR: RAL 1022 Li f.n LI) u- (EN-Oq) ACCENT LIGHTING (SLIM LED, DOWN ONLY) - SEE ELECTRICAL SUPPLIERS: to (EN-10) 12" HIGH ALUMINUM CANOPY ON ALUMINUM TRELLIS SYSTEM PER COLOR LEGEND A: NO VOMELA (665) 330-7337, ann.bowen@vomela.com METAL FASCIA: ANCHOR TITS PARAPET FASCIA BY METAL ERA, • z o UNDERSCORE;B: GOLD UNDERSCORE. GFX INTERNATIONAL (541) 543-4600, mcdonaldsdecorogrxl.com BASE COLOR: WEATHERED ZING W o v) ( EN-II) ACCENT LIGHTING (INTEGRAL CANOPY LIGHT) - CCC ELECTRICAL. (EN-25) GUARD RAIL- PAINT TO MATCH SURROUNDING MATERIAL. ACCENT, COLOR: RAL 1022 IY Cr o o � m � � m (EN-21) PIPE BOLLARD PER SITE PLAN. FINISH WITH (2) COATS TRAFFIC YELLOW. BREAK METAL: GOLD PANTONE 125C o_ i' p w 41 (EN-I2) 5" ALUMINUM CANOPY PER COLOR LEGEND (A) NO UNDERSCORE (B) GOLD UNDERSCORE. i}. �^, (EN-30) EXISTING GAS METER ASSEMBLY TO REMAIN. co CEN-13) ALUMINUM TRELLIS TIE-BACK SYSTEM, (COLOR: RAL-702,2). METAL WALL 7" REVEAL METAL WALL PANEL SYSTEM BY METAL ERA, COLOR: .. �- �" w Z (EN-31) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. o ¢ o (EN-I4) BREAK METAL CHANNEL, PER COLOR LEGEND, THIS SHEET PANEL SYSTEM: WEATHERED ZING .. CEN-52) METAL FASCIA BOTTOM TRIM AT METAL REVEAL PANELS. COLOR: WEATHERED ZINC W a ( EN-I5) LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL. DOWN ONLY FIXTURE A: COLOR: m `Y' (EN-33) METAL FASCIA VERTICAL TRIM AT METAL REVEAL PANEL CORNER 4 CLOSURES. COLOR: w O C' Ln S ~ c WHITE, B: COLOR: PLATINUM SILVER FIBER GEMENT SIDING: HARDIE PLANK BY ,LAMES HARDIE, COLOR: AGED PEWTER, N �J Li u L" t" 1- WEATHERED ZING. (EN-I6) ACCENT LIGHTING (FLOOD LIGHT) - SEE ELECTRICAL FINISH BEADED SMOOTH, "1" EXPOSURE. 3/4" X 5 1/2" TRIM A18-223 - #11502 (EN-17) RECESSED DOWN LIGHT FIXTURE - SEE ELECTRICAL. COLOR: GOLD. FEATURE WALL: ALUMINUM COMPOSITE PANEL (ACM) BY ALPOLIC COLOR: RAL 1022 z CEN-Is) NOT USED ( EN-11) MCDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. SEE SIGNAGE SUPPORT WAINSCOT: EXISTING BRICK TO REMAIN L I I. A 2 . 0 NOTE ON THIS SHEET. ' ELEVATIONS 4 I < ¢ -r < a A3.2 L= w w z Li t I T.O. BRAND WALL I BLOCKING N-05• N-05• ry•m ELEV. +201-1" ® © N-05` ® w■ILI co EN-33 ® z z EN-04 -(EN-06) ® N-051) f____ EN-04)- ®® -(EN-06) (EN-04 (EN-32)-t N-05' EN-04 EN-12B (EN-I?)-• EN-04 I-1 T.O. BRAND WALL tEN-04) v v I BATTENSilp T.O. PARAPET BLOCKING Q■ELEV. Iq'-b I/2" � ® _`� .. ..... ��. / - ELEV. +18'-�i I/2" \ 1� T.O. PARAPET 1 BLOCKING ® - - - - - _F / 1 / 1 TELEV.A+1 TENSI �' T i sir ELEV. +151-411/2" EN-14 .y ) I // j I I - __.\_. -1 um �— �`� T.O. BATTENS - I I /� 1 117-• -�+ L1 - • z ELEV. +15'-3" .4\ I - — �� — __ 11 Ii ' ?1 - 1 �I _ — o ® -- — l i� M i ® ' lr \e B.O. METAL PANEL /2\ Er- /^ II•� - -^ - _ _� i B.O. METAL PANEL i I - _ ELEV. +I I-7 I/2 \._ �. r -- - _ L ELEV. + II-7 1/2 _, - B.O. CANOPY/TRELLIS I f•Z " __ -. -- -- -._ I ELEV. +IO'-II" B.O. TRELLIS ___ _ _ _. ____ ._ $ r L'' 1=1- TeN_10,63) ELEV.+101-11 - _______. .. ,,._. _. > ■ o ul L n :,0 .<—EN-OIQT.O. STOREFRONT1 N-125 _ __ -. %I 0. w w w w ¢ELEV. EXISTING }}T.O. 51LL/WAI NSCOT i--- __..._ __—— — EXISTI °' °o },T.D. WA I NSGOT l i , ----- - --- _ _ -'----...- -- - -' -- ----- — _.. —� ;I c▪ i o N `ELEV, EXISTING -- )1 M :: B.O. BATTONS 111111 1111111 111 1 11111111 I1 I111I l l i 11 1 I1�1 1111111 1111111111111 I III 11111111111111111111 111111111 1 1 1111 1 11111 I I I A l I I 1 11 1111. 111 1111 1111 I I 111111 — - I _____m._ 111111111T_.__ 1 1 1 ' _I _ISTI 1111 111111111!1111111 11 - 11 1 1 I I I A 1"' T 'FIT-7:4.11 .1.1 I "' -'•-• _ ..1----r----'-'"--,'..-,-'F»7--------r -,- I , , L_.. i ....., _�..,,.:..,..1...�..., "''---r--- r-�p-'--:- - - -� . - , , :-- - . +O'-2" ��� --- __.__, -�-L-rL , _ � _ _ _.. r II-- �` LH L B.O. $ATTONS L.. Eli-- .--r-t]..T :r._L. 1-_,-. -.__.,_�_T._L._r r... (�� _�__ ..,. _ - en �^y� �-�' ., ELEV _"^ ,y` �.- /- ,-- ■1 ■!■�rErr1 �rrr� T , _ tom_:: ill� !rr� _::.i. ...:.._.'Cr • T`.`..'S.` ,l`_r` rglr1rw11■■._ ��� i- , 1 1 ! i , -... - __ - _ - .. 'ter _. _ .r' may.-F...L =r �.• 1•�7 CN �- I / ° . T.D. SLAB 1 �.._.z- 1 ELEV. +O-2 /1 1 1. r i z �. E r�- ' L_� _ r r r! r s I is'_ �Lr _ r.i 1 t r s- r I ...,..' � ' L _.-.,_ / „[�: J 1_. ::: i 1 u _._.._..�.._ .-_._. 1 .._;_T T-T_". T._. --{ r... r� -' ? T� :"1: _..J. .L w ....i.....,....L__...1.._,_.LTk_.L._.._-L.,-.,.L.., .,I,.,.L. r- ��■■ _"L.__.t__-L_.__L._,_J 1 I.. _l. �. �.7. _rn,__, I .ter , i ' i ELEV +O Oin T.O. SLAB • - -- - ■ ELEV. +0'-0" EN-07) ® EN-15B EN-OS -(EN-DI) EN-24 EN -DI ® EN-Ob EN-2q EN-24! EN-03 EN-2a ® EN-0I ® EN-30 EN-21 EN-02 ® i -( rip. TYP. EN-01 (10 SOUTH ELEVATION EAST ELEVATION SCALE: 1/4" = I'-O" 49 SCALE: 1/411 = I'-0" - - T.D. PLAYPLAGE WALL h iii .??_P rELEV. +EXIST. lime ex_ n■m 5 (E- 1.1.1 �N-05P� EN-04) r(EN-15B) ® T.O.T.O, PARAPET BLOCKING AL ® -(EN-13)- ( -( EN-II ) N-105) N-05, EN-04) {EN-DI) N-05• {EN-04) N-05• ® ENS 1) (EN-ISA (EN-22)-I eN-05 (EN-01} ® PENN-06 ( ELEV. +20'-1"" 1~■Q = 1 1 - EN-33 • I T.O. PP BATTENS TYR j 1 ELEV, +la'-b I/211°- _ /2" co 1 _ — } / _ / ./. 4 W — r _I I I ~ 1 r ■ / I / I II 1 • _ i/ • \I I I I T.O. STOREFRONTcr - ' I - MATCH EXISTING a- I iEllilli C:Ct °") _ - e 1 („ - 1 4k/ I I I I ..... .., _ , ,,, ....._ _ \ 1, — r __ ® J y.._sv . ,_w 1 _ — . ___ _ I_I I I1 I I I - ._ _... -- J , !_0,_ 0- ✓ p v ___ �- " _ - _ __ v 1 B.O. GA LLS V '• � ao v5 r L I CANOPY/TRELLIS I a v ar co a _-_ ELEV +10' I I" � ° L a°� L� o ' L O rt d a Iw - / I N y W C ■ \-eN-IOA) o � i � E-Rix � U O L N w' •_ __. _-_ ............. ...,..,.., �...._....-_..,.._..�..._ _,_,..,_,..,_.. .... _._. _.__. __. .._......-, _._.,_,.._ .._ ....__.,_,.._.......... I ::-I -- -- -.-.. __.. - _ T.O. STOREFRONT t 3• v o ■ — f, I w .� u. o C rn a - - ..._..._.... . . -,. — �I - __... _...... I .741ELEV. EXISTING N c o- �, v - �_ - - -- -__.,_.-_..,_.,_._.. ... _....._. ._..._.._ _ ,-_ — — �' I I / II © - -° coo'CQ �/ is m auo eo !� -'- '- I is I 0 . 0 F--. , / T.O. SILL/ WAINSCOT U ocuEa�a o 1 ! . ... __......____...... __......._____ I i • 1 N. ,C1) -0 M � E� C _ __ - __.___.._.._. ELEV. EXISTING 1 a IIS o• ~ C � O L ° _..:. ■ I� I �I ` I ! ,`1 ELEV. EXISTING v a, I III 1 ,1 I ,l I IlTI i)i I 111 1 1 1 I_.. 1 I 1 I i 1 I I i I 1111 i I I I 1 11 I I (!L I I I1 I I I 111T1 1 I I 1 I I i l I i I I 1 I I I i L. 11111111111111111!1111111 i 1 I :. 3 IINIII _ 1 I 11111111! LL1111 �11111 F 1 L I 1 11111111111 --__ 11� I L........,,..... s. (._..,.... _f.._.S_._u....,i..,._•.., ..,.:_,.. ..C._._. ._,.. , 2 E 1 I '� L 1 7 r _..,r...,..,r, _.,.._...._ ....:_L.. : _. _ _ _ —. >� L r r 1 L. 1-_-..-- i- - -- .—... - -IT- �. Y-'" r ." 4_ 1- , -...�. r' _�-_J-.__f- - ,T_ —7 ..I__ ------- ___ - __ �. c+-� U _T�_J_ ,- � t _s.._�--.--L---lr _.�- _.1._;�1. ._ t _ :i..- , L-r ,._._. s--�._;....r : � � - :_L=:�� � _. _ _....____ ....-----------------._.._.. .________.. .._ ___ _ ..... _-. B.O. BATTENS _ Q ...,.x.....,.�..-_.= _ .......1...:.........r._..,...._.. S.._ .... .T.I::, ..,....,.,....... .�_ C -r fig—' ...,.J__L__i. _.i 1_ "[ , - / -t -. _- .... Ira v, m C L.,_ L..,.€ 1. _.L....[_ _1.. _! L I..,...._� [_ _f._..C.., L _,_ I_. i_..._.3_, [ a_: L L_.::_, a;.._..,.:,. J �� ..,..._1 _L=--:.:T .-.L........_1.,._-:........I._._...1.._.,..T..,.L�-. -!�: T >- �? : , r -1 : r r- I - -' _-----,'',7.1::::717.717... _ .._..---. .._ _ _ ............___.__..,..___.----- - ------- ---- - - -- --- --___._- _.. .—_ .__....... i �i U ++ O N J .1.. -I I_�,-7. 'L , .L � 1... Y ; '171- � T T ] . r , E--� -_F--1---L_ r...._..:- iiI, \ I :..-�.............._� _.�-r..:..T.,. .e.� --.""�i:`.�.._.. - - - �i-.��-- ._..__........_ .__ _ - -- I \T I .} 47 L7 L C (� r. T L ...z..,.. ...,_T 7 _.,._._,_,f., :. 'T,,7 LI_..L 1_,._.l._-1-`-.-...t.. .1 L 1...,._..._.•---:_d-,#. .1... .. _1...._._.r.._ T L -1 ;..L_ ,- -r-L' .....T._1.'71.. _..J•._ .-_... _.........: .,:._ L.......:... .X. ....... ..... ....._..7.....€._ !.._....: _-__ y..._�____ __... .... - N.V C N L.._..: _ .L ._.,, -. I- ......_ __._L_•_c_ r ._.,... .. ._LL...-1 r �_ '- I . ELEV O 2 �, r._ 1 ._._.1__ T I_ x T. _1,-1 x'"T ._F._` r 7 L ..:... L 1 -. . _ - .._S "i" -- - - ■ NA I a a , , -r-- r-Z-,'• '.-"--� i , r r r I ,..;� ..;_..- - , i , -I- l_:_ y,Vi 1.:... -.,..T_. -C --_ .'--' - - -'---- -.......-.._.. __._......... .............._..._...... ..._.._ _ __-.,._..._ ...._ ___. i._.---- --- --- -'� o N aril �. _I:..''_1__�::Z.S ::I.t..L..1_„ L_,....l.W_I... ...J__r-1 , - �-'•--Z, : _ _ L:(■ _- s,-J A'I , ... T �J T,O, SLAB b L:)I>S aELEV. +0'-O" c v! LmL C a N L a p 'lig ® ® 0" aCi.0'� 0,eL 3 ■ -(EN-0l) EN-02 EN-01 EN-03 4 N-12A EN-01 113 (EN-0?)- EN-01 ® EN-25 ® EN-DI ® ® -(EN-25) ® EN-14 EN-2q o 3 w I TYP. A4.3 EN-0I L.L. v p L p 3 p v O L Q' v N p 7 rn N V O ai aL .� � Z w -c O.-' oO O_c NL IX 1- a 3'- C++ £n+, CL W EAST ELEVATION I-- ' taa D0 � o w �� � 0 in rl L1..1 - SGALE: i/4" = I'-O° ��2. L~i 1-'-1 ") w a LJ ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND „Qui a a N-OI NEW FIBER GEMENT SIDING PER COLOR SCHEDULE, THIS SHEET, COLOR: BASE BUILDING. (EN-20) HOLLOW METAL DOOR $ FRAME - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. 1, FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA CONSTRUCTION STEEL SCHEME SEE SHEET A4.4 FOR TYPICAL DETAILS. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. r) (EN-2I) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE (10" MIN. BOTTOM STILE @ DOORS). (EN-02) NEW BRICK TO MATCH EXISTING. ALUMINUM CANOPY W/ COLOR; I2" CANOPY: WHITE, CV (EN-22) NEW SPANDREL GLAZING PER MCDONALDS SPECIFICATIONS WITHIN EXISTING 2. " * " DENOTES SAFETY GLAZING. FASCIA SYSTEM: 5" CANOPY: RAL 1022 rn (EN-03) EXISTING BRICK FINISH TO REMAIN. STOREFRONT. VERIFY SIZE PRIOR TO ORDERING. WALL PANEL SYSTEM PER COLOR LEGEND, THIS SHEET (EN-23) (RMHC) COIN COLLECTOR; SEE DETAIL I2/A4.3 0 (EN-04) NEW METAL 3. TRASH ENCLOSURE � GATES (NOT SHOWN) TO RECEIVE NEW FIBER GEMENT SIDING � BE ALUMINUM BATTEN SYSTEM: ALUMINUM BATTENS SPACED AT 4"OG (ALLOWS 2" VOID) ci (EN-05) ANCHOR TITE PARAPET FASCIA BY METAL ERA, SEE COLOR LEGEND, THIS CHEET. (EN-24) EXISTING RAIN LEADER TO REMAIN. DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT PAINTED "BASE BUILDING" COLOR. MFR: ANNEX a A: BASE COLOR B: ACCENT COLOR EXTERIOR WALL. PAINT BOTH TO MATCH SURROUNDING FINISH. SEE DETAIL I2/A4.3. SIZE: 2"X2" PROFILE (EN-06) ALUMINUM BATTEN SYSTEM WITH BACKING, SEE COLOR LEGEND, THIS SHEET. SEE DETAIL (EN-25) EXISTING CO2 FILL BOX TO REMAIN, COLOR: WOOD GRAIN, BACKRAIL UNFINISHED, END GAP PAINTED TO 20/A4.2 (EN-26) EXISTING BULK OIL FILL BOX TO REMAIN; PROTECT FROM DAMAGE. MATCH EN-01 FEATURE WALL, FINISH PER COLOR LEGEND, THIS SHEET. (EN_27) DECAL BY GRAPHICS SUPPLIER- SURFACE APPLIED, FIELD INSTALLED, PRE-CUT, PRE BATTEN BACKING: SUBSTRATE: I/2" LP SMARTBOARD, PRIMED $ PAINTED ON ALL SIDE -...1 E Cr. (EN-08) EXISTING BIKE RACK TO REMAIN; PROTECT FROM DAMAGE. SPACED. VERIFY SUPPLIER WITH MCDONALDS CONSTRUCTION MANAGER. BY GC, DOLOR: RAL 1022 I1 i 0 "' `` (EN-04) ACCENT LIGHTING (SLIM LED, DOWN ONLY) - SEE ELECTRICAL SUPPLIERS` -1 VS VOMELA (865) 330-1331, annbowen@vomela.com METAL FASCIA: ANCHOR TITE PARAPET FASCIA BY METAL ERA, 0 w z 0 (EN-ID) 12" HIGH ALUMINUM CANOPY ON ALUMINUM TRELLIS SYSTEM PER COLOR LEGEND A: NO GFX INTERNATIONAL (541) 543-4600, mcdonaldsdecor@gfxi.com BASE COLOR: WEATHERED ZINC > LL w l UNDERSCORE;B: GOLD UNDERSCORE. (EN-II ) ACCENT LIGHTING (INTEGRAL CANOPY LIGHT) - GCC ELECTRICAL. (EN-25) GUARD RAIL- PAINT TO MATCH SURROUNDING MATERIAL. ACCENT, COLOR: RAL `fO22 oc o 0 co co m n 0J (EN-21) PIPE BOLLARD PER SITE PLAN. FINISH WITH (2) COATS TRAFFIC YELLOW. BREAK METAL: GOLD PANTONE 12% w (EN-I2 ) S" ALUMINUM CANOPY PER COLOR LEGEND (A) NO UNDERSCORE (B) GOLD UNDERSCORE. u w (EN-13) ALUMINUM TRELLIS TIE-BACK SYSTEM. (COLOR: RAL-1022). (EN-30) EXISTING GAS METER ASSEMBLY TO REMAIN. LO Z z yr .- METAL WALL 7" REVEAL METAL WALL PANEL SYSTEM BY METAL ERA, COLOR: S (EN-31) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. o _1 wa a (EN-I4) BREAK METAL CHANNEL, PER COLOR LEGEND, THIS SHEET PANEL SYSTEM: WEATHERED ZING p x o 5 (EN-32) METAL FASCIA BOTTOM TRIM AT METAL REVEAL PANELS. COLOR: WEATHERED ZINC LLJ a 3 Li'. (EN-I5) LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL. DOWN ONLY FIXTURE A: COLOR: ' 0o WHITE, B: COLOR: PLATINUM SILVER (EN-33) METAL FASCIA VERTICAL TRIM AT METAL REVEAL PANEL CORNER B CLOSURES. COLOR: FIBER GEMENT SIDING: HARDIE PLANK BY JAMES HARDIE, COLOR: AGED PEWTER, ~ 1..0 " ` I M ti WEATHERED ZING. (EN-I6) ACCENT LIGHTING (FLOOD LIGHT) - SCC ELECTRICAL FINISH BEADED SMOOTH, 1" EXPOSURE. 3/4" X 3 1/2" TRIM �, A18-223 - #11502 (EN-Il) RECESSED DOWN LIGHT FIXTURE - SEE ELECTRICAL. DOLOR: GOLD. (EN-18) NOT �� FEATURE WALL' ALUMINUM COMPOSITE PANEL (ACM) BY ALPOLIC COLOR: RAL 7022 r- ( EN-11) MCDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. SEE SIGNAGE SUPPORT WAINSCOT: EXISTING BRICK TO REMAIN 1w 2 A 2 e 1 NOTE ON THIS SHEET. ELEVATIONS 4 SEE I/A3.0 FOR METAL REVEAL WALL �U ADDITIONAL ) REQUIREMENTS PER(EYP) PANEL SYSTEM ) G.G. TO PROVIDE AND INSTALL 7" REVEAL SYSTEM. PREFORMED I" INTERLOCKING PANELS.° INSTALL PER LOCAL NEW SINGLE PIECE METAL ERA i. CODES AND MFRS SPEC'S. ) FASCIA(1.800.558.2182). (EYP.) LIGHT PER ELECTRICAL 0. CUTS MADE TO PANELS IN THE FIELD SHALL BE DONE WITH A `COLD CUT'PROCESS ) 8 ONLY, I.E. POWER NIBBLER HEAT OR FRICTION CUT WITH AN ABRASIVE OR BLADE SHALL ) 1 I T.O. PARAPET A42 \, ( SLOPE NOT BE USED. i J.,,,,,..- fi ELEV. EXISTING ryF+�=tl T.O. PLAYPLAGE BLOCKING b• WHERE HORIZONTAL GUTS ALONG THE LENGTH OF THE PANEL ARE MADE,CARE SHOULD BE z i I ,,.:M�i EXISTING ROOFING TO REMAIN (TYPJ ELEV. EXISTING i \ r ' i TAKEN TO MAKE THE GUTS AT THE TOP OF THE PANEL, WHERE IT IS CONGEALED BY THE - , i�,; < _ I T.O. BATTENS i i I i FASCIA. VERTICAL GUTS ALONG THE HEIGHT OF THE PANEL SHALL BE CONCEALED UNDER n ; , . — �i TRIM. ) s ; :-- • • -. = - _ ELEV. +19'-b I/2" METAL PANEL.FASCIAS.CLOSURES 4 FASTENERS BY: f I;`-,,::; 1 1 EXISTING WALL CONSTRUCTION TO REMAIN. EXISTING STRUCTURE TO REMAIN (EYP,) i-,`.:- METAL-ERA (SOO) 558-2f62 wwwmetalera.com ) ��•,' ' REMOVE EXISTING FINISHES DOWN TO / =� `.;/, :. '..'.:- <//:\.,,,! .,... ' .'``.\:T ;< - . ; x `` •M; SHEATHING.VERIFY CONDITION OF EXISTING :...-__ _ - t'_; ��� �.:.- J; ,.�:`— ____ �_>__ , _ �,� r; ` McDONALD'S SIGN G.C.TO 2. OVER WALL ASSEMBLY 2 \x-\\:- • T. ..�T TTT ' A-TETT YT =. 'I W.RBJ AB.;REPAIR/INSTALL- NEW AS . ._ .: :.TT . ':.'„,,,:•....„...,-.(.-1.\...:6,.._T = _ _. _ ..._ __..._-__.....w._ .- REQUIRED. INSTALL ALPOLIG AGM P� -� SUPPORT AJ_UM STAINLESS STEEL . �_ ..._ �_.. �_ ... _ ;: 41 WITH SIG NOTE: !N COASTAL AREAS,MET � O LOCATION AL PACKAGE WILL BE INUM WITH STA _ _. .. _— - _i} T SYSTEM PER ELEVATIONS OVER DRAINAGE = ' MANUFAGi]1RER N FAST, IN ACCORDANCE WITH MAtsUFACTURER'S REGOM ATIONS. ) 'li -r, MAT . -�-; } z z z z z 1 i! `4`�- ) LJ W W W _, VERTICAL BATTEN SYSTEM r• t - W W 1e.J Ia..l 4 �� I. ALUMINUM BATTEN IN/MOUNTING BACK RAIL. SIZE: 2 WIDE x 2 DEEP. REFER TO S s <-' `: EXTERIOR ELEVATIONS FOR COLOR. INSTALL PER LOCAL CODES AND MANUFACTURERS ) `� ' -1 SPECIFICATIONS ON TERMINATION AND INSTALLATION DETAILS. BY SUPPLIER GC TO ) -~i""r • 1� co co INSTALL. 01 r- r r I :p.' �...:- • 2. 1/2" EXTERIOR MGH DENSITY OVERLAY(HDO) PLYWOOD,BB,GOURP I. HDD BOTH FACES. �. j 0' APA TRADEMARKED. SAND WITH COURSE GRIT ALL SURFACES PRIOR TO PRIMING. ) i v `," o a PRIME AND PAINT BOTH SIDES AND ALL EDGES. BY GC, INSTALL BY GC. ) .. !-- ) I i 3. ! 0.125 ALUMIMUM CHANNEL. BY GC, INSTALL BY GG 4• OVER WALL ASSEMBLY 2 i1 ; —�— ii i; ) i ,:: _ • ALPOLIC ACM PANEL ) I. 4MM PE CORE ALPOLIC METAL PANEL (4GASM-BJ CLIP SYSTEM).SEE ELEVATIONS FOR COLOR. PROVIDE MFG. SHOP DRAWINGS TO ARCHITECT FOR REVIEW. ) I r3, C4.7") ALPOLIC DAVID KEARNEY 151-286-1005 dave_kearneyt�m-chem.com 1 IS ) _ j 2. OVER WALL ASSEMBLY 2 .. -,74 • j �_v_.� A42 ,21 R �` I. 01 ) W A4.2 i . 41; 711 --- - CANOPY SYSTEM W/ FASCIA ) ,,,•,,,,,,,,,,„,„,,,,,.,.., . i SIM _LL i B.O. CANOPY, T.O. S D(�EFQNT 1 11 ' I EI� Y. + 101-II" - - B.O. CANOPY ) L i - - ; EL.EV. +101114 7 CANOPY INFORMATION SHOWN IN CONSTRUCTION DOCUMENTS IS FOR _ �� I i . ,/ DESIGN INTENT ONLY. APPROVED MANUFACTURERS SHALL PROVIDE A ) '` ' U I! COMPLETE AND CODE COMPLIANT FINAL DESIGN. REFER TO ) z ii 1. ELEVATIONS FOR COLOR OF ELEMENTS II II �� ` I. CANOPY STRUCT RE/OUTRIGGERS: CONT. 2" x 8" PAINTED ALUM. TUBE. ) Litsoi '. } ? PROVIDE CLOSURE PIECE WHERE TUBE ENDS ARE EXPOSED. 1 r I 2 FASCIA: CONT. 12"H PAINTED ALUM. w/LED DOWN-LIGHT FIXTURE OVER II ; Eg :: ( •TYPICAL INFILL WALL CONSTRUCTION PER CANOPY STRUCTURE. • TIEBACKS: PAINTED ALUM. THREADED RODS BY MFR. LOCATIONS AS .. CANOPY SYSTEM. PLAWSCHEDULEli 3Ti! SEE NOTES,THIS SHEET. 1--Y--'•' -Alit - INDICATED ON ROOF PLAN. FINAL LOCATIONS AND QUANTITY SHALL BES i, I € ; AS INDICATED ON TRELLIS INSTALLATION DRAWINGS. ; ,i �` 4. WHERE INDICATED ON ROOF PLAN,PROVIDE PAINTED ALUM. PANEL INFILL c 2 . , 1 '' } ,ii WITH INTEGRAL GUTTER AND SCUPPER TO MATCH OUTRIGGERS. PANEL TO 1. 41) �' �'� ° y o N 1 PROVIDE POSITIVE SLOPE FOR DRAINAGE. 4) 2 o c ° `:° € 7/8 HAT CHANNEL 11-6" O.G. 5. MOVEMENT OF EXTERIOR WALL SYSTEM ON WHICH THE CANOPY IS ci ° �'c •; ; °c 11 j i? " I SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS AND FOR 2 a.0:D o 1 •-,cr , k MOUNTED. l7 w 3 - o 0 • 1 ti 6. STRUCTURAL ATTACHMENTS 4 LOAD CALCULATIONS SHALL BE FURNISHED BY CANOPY r" - oo c" a`.) .. c 0 II '1 �� ALUMINUM BATTENS PER ELEVATIONS d NOTES,' SYSTEM DESIGNER OF RECORD. SUPPLIER'S DESIGNER OF RECORD SHALL DESIGN PER , °. o I i SHEET. PREVAILING GORES. a o o c ` I 1 o.c v °c'c ,_ A43 A4.3 ' V- 1 7• CANOPY SYSTEM SHALL BE SELECTED FROM ONE OF THE SUPPLIER-5 LISTED BELOW. y11°‘- " " s ' I; o +J I 8• MANUFACTURER SHALL PROVIDE INSTALLER WITH INSTALLATION INSTRUCTIONS. c o c.v 0 o PLAYPLACE r PLAYPLACE ° o c•-' X 5 ED. -0 ALUMINUM BATTENS BACKING PER ELEVATIONS MANUFACTURER SHALL DESIGN CANOPY IN ACCORDANCE WITH THE WALL SYSTEM AND ) T c c c 0 0 0 -4 NOTES, THIS SHEET BLOCKING AS INDICATED IN THE CONSTRUCTION DOCUMENTS. o ►- c o tito f -,. L IV 0 L 9. INSTALLER SHALL NOTIFY CANOPY DESIGNER OF RECORD,McDONAL.D'S ACM,G.G.AND ) 4".--) o u) 0 0 c.° II WALL ARCHITECT OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR THE PROPER INSTALLATION I t; NEW STOREFRONT WINDOW PER WITH EXISTING a N c +� OF THE CANOPY.CANOPY SHALL NOT BE INSTALLED UNTIL DEFICIENCIES HAVE BEEN ) 0 0 o a: SHEATHING •,�,.�m 0 v,U c II Iii PLAW5CHEDULE. II f► CORRECTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THE CANOPY c 5 n ..?'E � o I MANUFACTURER'S INSTALLATION INSTRUCTIONS. ) {, �, 0. 11Oto - 0 1 1 CANOPY SYSTEM BY: •) E c v 5° ° c - GREENHEGK(115) 355-3942 ALL-LITE(811) 509-2300 0 ° o 0 0 I •�� Z v 11-4.1 wt'0www allilte.com1 I z www.greenheck.com NHNi i . oI i T.O. SILL �+' a: � v i i '1, 4 AWNEX (770) 104-7140 `, ►s- a3.- co r v°'i ELEY. EXISITING };,,-.._ :: www.awnexInc.com i ,'._.-1;� I 1 ...____>';;...„::',:-: WHITE FASCIA LED LIGHTING BY: PERSONA(800) 843-9888 r r- „, , 1 ;I ;.z-.• EXISTING WALL CONSTRUCTION TO REMAIN. A4.5 1 I hI` , �: �:.,.�. .', i f3 REMOVE EXISTING FINISHES DOWN TO Q ----.«,---,:"..H I f / A4.3 ACCOMMODATE NEW SHEATHING EVERBRITE (888) 851-407b www.personastgns.com w 1 :_ www.everbrIte.com 2 ci., In 14 I �� W— U1 W f FCL - A4.3 if: r . `� s •� w d w I I c ► B.O. BATTONS �r� c, �� ) .x ,T , SLOPE 15�, , ; . _ _ ; SLOPE 1.5% ELEY. +D'-2" FOUNDATION & PERIMETER I N S U L. 3 �� i M • i .< ! T O SLAB .. .. --- I MAX. T/0.5LAB ,. i`- ELEV. O O ,----- --- 0-0 I. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DETAILS. ) � 1 t I " �Yr- 1.1 C' N C V" i fV / / •r y -� ,. ✓ j _•-Z-,,:._•---',:-./.. •,:�„»�r'.,.i,=„':rw:: is . V2•••• •,,-• ,`,,-;•• •,-,";; ••:1, ,,,,;:•••,;.•> , „f :Y''�,--” ”: r` `' 2 PROVIDE RIGID UNDERSLAB INSULATION AS FOLLOWS. y ;,•,j i' _. .•'�::.� s'. /. /'` > .,J ‹' G lr .K.-yd y��,? ; z- `_;•i _.,� .t,., _ .I ..�1 d I !: C o) a r. , ' e / .W _� , 4----,.€'' tY � _ •� .,.. --, ��r `. ��u .�`~ ;� .i=-' • VERTICALLY FROM TOP OF FOOTING TO BOTTOM OF SLAB. ) 'J x J---,-: i �' r ✓�'\ i _�, {_, !""" �� _moi t �l. .1- — - I ■ I ...... ,... . � �.. - �'• __ ,�-....� _ ;:ter ,_,r it f'�. .�"'� f s y�,s' _ .. . . ....... _ ......_.. _ 4 MIN. I :, x HORIZONTALLY:ALL :-_ < • I: CURB d DRIVEWAY ;(= t ti<_, i i` f § R-VALUE: R-10 € - . - _. — ' = -'�' ':! l i EXISTING CONCRETE CURB 4 DRIVEWAY o EXISTING G CONCRETE I-= 4_, -._.-. _., -> LANE TO REMAIN. _» __ _ .. LANE TO REMAIN. } • Y _ -.;._ ._, ,..._., I, _, --_., , - LGN " I NEW FLOOR TILE PER INTERIOR D — NEW FLOOR TILE PER INTERIOR DESIGN __< DRAWINGS. PREPARE SLAB AS --- - -_, - _ , h Mivl i 1 DRAWINGS. PREPARE SLAB A5 ca u- u € = — NECESSARY EYP. —:i �� }�• } III I l ,I �I u� .. ..__. ... } NECESSARY 'I'YP. -, t-_,3 �I� ,1. , 1 i '. ° :.4.-1-..1,4i',1-/ 7- ' W EXISTING FOUNDATION DRAINAGE SYSTEM. T`! -- — ° +»_- _ _ EXISTING FOUNDATION I I :-_: : ___.: :.__.:,3,,.»;..� !17---:-111-71!;:-.771! !!:771-_ __... - - I - ; ; -= - -- - - ; ' '1=' =1 - 0 DRAINAGE SYSTEM. �� . t � -: t :: : . � : : _...... _ ..:.tom .....__ I. 1 I _I _-__1 __. ___ ,.__.: ,.__. 1___ I—; :—t __ -- EXISTING FOUNDATION TO REMAIN. 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TITLE DRAWN BY PREPARED FOR: ©2018 McDonald's USA, LLC PREPARED BY: >_.., 2018 M EIV OD'EL f ' STD ISSUE DATE II �I� II® McDonalds USA 7 LLC I �E SEPT 2011 4 -/-/i9 OWNER REVISION FHA These drawings and specifications are the confidential and proprietary CN n' Srte REVIEWED BY property of McDonald's USA, LLC and shall not be copied or reproduced ;, 3 3/4/19 OWNER REVISION FHA „� D1_ r�IPTIOfJp p y pP ;�v SEG without written authorization. The contract documents were prepared 0 I C'MU Y CALLS1 2 ' rOWNERREVISION FH A • for use on this specific site in conjunction with its issue date and are 2 i�_�7,18 : STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of 1 10/1/18 OWNER REVISION FHA .............1. SEPT 2011 these drawings for reference or example on another project requires the ARCHITECTURE .n BRlCI<: .°rAINSCOT,COLUMNS & `SIDING J services of properly licensed architects and engineers. Reproduction of _ r..) 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'41 t.T% • 0 0 ....1 5 -II.,,... 0 -::**-• rri 1 0 G\ A‘j -4, 0.3 Fw..,...i ' '0 F ,6 .., ...1 44...... -....6 2 2 > i.f i' 74 "•i, --I ai.,_ § (Sc) ‘I' A .-- g G.., g Z F- - A K rt, Pri rii Z X A A .... --1 --1 in 0 m m !,z • o X % (Doom C • r•1- z z z A • 1 SHEET NO, TITLE DRAWN BY PREPARED FOR: ©2018 McDonald's USA, LLC PREPARED BY: 1 1 - ..).-.:: 2018 M --R-3 7\'E M 09- L 1 \II McDonald's USA, LLC 1 - STD ISSUE DATE 00 e 1 4 -/--/19 OWNER REVISION FHA - 0 >5> Nlo C OR 1-.. 16 SEPT 2011 These drawings and specifications are the confidential and proprietary _ rit I 3 3/4/19 OWNER REVISION FHA e' Cis,„[ rc:‘:;] DESCRIPTION REVIEWED BY property of McDonald's USA, LLC and shall not be copied or reproduced F „ _.. ." .,. .. . _. . , .. SEG without written authorization. The contract documents were prepared xeo ,* I CIvIU WALLS for use on this specific site in conjunction with its issue date and are 2 12/7/18 OWNER REVISION FHA kft INs....) 4tt STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of - SEPT 2011 these drawings for reference or example on another project requires the siiiiiiiviiiisiiaiiiiiiiiiiiiviiiiiiiiiiiii ARCHITECTURE 1 10/1/18 OWNER REVISION FHA (.n BRICK WAINSCOT/COLUMNS & SIDING services of properly licensed architects and engineers. Reproduction of c..) NJ SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. - 4/26/18 LEGAL CLEARANCE FHO 36.-0105 12388 SW SCHOLLS FERRY RD, TIGARD, OR 97223 REV DATE DESCRIPTION BY • TL Li_ U- z Ia.'2 4,0090- ...41- „ GUT PENETRATION • �: FRAME DEPTH + I/2" VERIFY NOTE: VIEW OF WINDOW FROM INTERIOR �� FLASHING AND FOLD �I _ \� THROUGH ROUGH ` II OPENING, MINIMUM 2" III _ COORDINATE HEIGHT of BACK DAM WITH THRESHOLD .� `� X \ II I 1 �' ` AND JAMB AT DOOR, NO 6" ,- y III:- • 1 III ATTACHMENTS THROUGHVERIFY WITH SITE CONDITIONS q„III IHORIZONTAL SILL PAN /%.I II ) 9''‹ f„ �'s 8�UNFLANGED DOORSIlil�� yIIIY � _ STOREFRONT III IIIIII ill D III11l1 ` ; II * _ .. , 440. INSTALL 3/8 WIDE I. WRAP DOOR OPENINGS SIMILAR TO STEPS A THROUGH K. III SLOPE SILL PAN TO DRAIN SEALANT JOINT SEE ARCHITECTURAL DRAWINGS FOR HEAD FLASHING p {MINIMUM) WITH BACKER /= / CONFIGURATIONS AND ADDITIONAL DETAILS. DO NOT PENETRATE SILL PAN WITH FASTENERS. F 110011111/1111110 / GMU MORTAR JOINTS STRUCK FLUSH ROD AROUND INTERIOR I. ill 1jj;u11 u THE BLOCK SURFACE CLCr' . I` PAN, SHIM DOOR THRESHOLD OFF PAN SURFACE \ / w i - AT HEAD, JAMBS, AND i �I TO DRAIN AND 5ET BACK LEG OF PAN IN SELL �� /" CONTINUOUS SEALANT is- ...‹.„, ,,,t,.....2.---„.„.. '''----...„,....., SECURE TO SUBSTRATE, COORDINATE ATTACHMENTS WITH i WATERPROOFING MEMBRANE MANUFACTURER, i / ', Z `- z r \/\ i G 0 O Q SEE DETAILS FOR LEG CONFIGURATION 1; vz i AT SILL, INSTALL SEALANT '41110 -� > > > 5 < JOINT BETWEEN $AGKDAM X w W w w OF SILL PAN AND WINDOW ''\ w w w w Q MASONRY SUBSTRATE PREPARATION TYP. STOREFRONT & DOOR OPENING FLASHING OPENING FLASHING o Z 7 Q 0 STEP 1 PAN (SHEET METAL} q STEP H: INTERIOR SEALANT JOINT STEP D: JAMB PENETRATION FLASHING I PENETRATION WRAP NOTES °, co co CO A4. O A4.0 ,.....4.0. A4.o -- � SCALE: NOT TO SCALE \..A.24..0.../ SCALE: NOT TO SCALE DOOR_PANDWG SCALE: NOT TO SCALE OPENING_FLASHING_HDWGSCALE: NOT TO SCALE A4.0 OPEN SGAI-E: PENETRATION_WRAP_7�10TE5DWG 1 ` co N ¢ ATTACH PENETRATION I ;; C Q ¢ • FLASHING TO ROUGH �v OPENING AT INTERIOR A - . CUT PENETRATION FACE OF FRAMING ` ".' c' r 1 FLASHING AND ��`�� FRAME DEPTH + 1/2" VERIFY I FOLD THROUGH BUTTERFLY BOTTOM 11I I ROUGH OPENING, \� II 11/11 ,lll -. I = _,= MINIMUM 2" \ CORER SELF-ADHESIVE S WI TH IIIIIIII I1111111� III VERIFY HEIGHT OF BACK DAM WITH INSTALL 24 GA HEAD �`�'-;� I _•.„.,�` FLEXIBLE FLASHING. I III II TRIIM03 4" MINIMUM MANUFACTURER AND INTERIOR FLASHING, SEE DETAILS FACTORY FORMED �°' �, I 11 tI' / MU BACK DAM FOR TYPICAL FLASHINGI IN E'`' lII�1 '. pll DETAILS CORNER BOOTS EXTEND IIII 1 1k11 II :/ PENETRATION VIII III �f I . FLASHING 12 � III III`` i III�I��A REPAIR ANY CRACKS WITH BEYOND ROUGH H III 1 III . y�.+1 .. BASE COAT TO ACHIEVE OPENING ATEACH _ 0011111111011101111111::11:: II�11 III III 1.1q]....',. SMOOTH FINISH PRIOR TO q„ \ END OF SILL i��+1Iv III `""`'a� WRi3 FURRING INSTALLATION q" •� q` \ ?v W � , � IMMEM °G r 2 E r r 24 GAUGE SPIFFY METAL SILL PAN, `, a „, ,., ' ',,_/ FULLY SOLDERED, SET PAN IN FULL ` 6” , LU /���C./ BED OF SEALANT, DO NOT 01 v � HORIZONTAL SURFACES -\•--... = i - PENETRATE HOR ZO AL //' WITH FASTENERS `�° � SLOPE SILL PAN TO DRAIN 2" , . ---,....d 1 1 1.1.1 MASONRY SUBSTRATE PREPARATION OPENING FLASHING OPENING FLASHING OPENING FLASHING ��J . = 18 STEP 2 14 TYP, WINDOW PAN (SHEET METAL} Ib STEP J: HEAD FLASHING 6 STEP E: HEAD CORNER BOOTS 2 STEP A: SILL PENETRATION FLASHING a ` m A4.0 SCALE: NOT TO SCALE �A4.0 SCALE: NOT TO SCALE WINDOW_PANDWG \�`4'O SCALE: NOT TO SCALE OPENING_FLASHING_J.DWG A4.0 SCALE: NOT TO SCALE OPENING_FLASHING_E.DWG A4.0 SCALE: NOT TO SCALE OPEN ING_FLASH ING_A.DW6 ��xyi � J � 7 n O U7 C N -- --7----, 4 ( p v p 11 =� „.:„Nn �/ m L Qo w ur .. ...:,.. a �_ II 1111 FLASHING ��' \�� \ � �� o -° ° W 2 °c III yl�11 LAP WEATHER RESISTIVE ,�``''o \ �� �`` o "' i a N BARRIER FROM ABOVE cs OW •-�.... r .7,4%, ay U C N L L U IVIII 1111 '_ OVER HEAD AND JAMB \,'r' �y"ow 'I 'N-v o 1 ''''''''''''''s'•.„.,:,:' FLASHING HORIZONTAL , t a a Mt ill I (2) GOATS W.RB. r "� �! r ., FACTORY FORMED CORNER o ° c °' II !1 11 '� Y :; \ LAPS TO BE 6 MINIMUM, �., ,�� BOOTS N mot ° c I.3° N c 1111 I : ' VERTICAL LAPS TO BE 12' may, �4y -U o L °C OIIIIIII "* �i MINIMUM ,y s ° ° m ° cIlli�l''1 IIillIII111:910° '� Z3 N ° c �II 111111 I I `s y,,.y q" . co JF-- cy `ot- - IIIIII -� q co ._ J --� ° r - SEALANT n ° 'CI II SILL LINTEL SHEET ALUM. - 4; " q-�,, ° 4 o END DAM QH O �, _ oa� o1B' A1100' ,-NOTE: SEAL GLASS POCKET NOTE: SEAL OVER HEADS OF ,4`'=,. I ooN:li,-.o��� OF DOOR JAMB AT SILL. ALL PERIMETER OPENINGS. '-4 ° a"I :,,,,_ pc .° 0NoC7'�w.., \ �"c� Ca° NOTE: SEALANT ON BACK �a % 2 g" w ® ° o ,- o o o 0 LEG OF FLASHING TO BE ! 'y�N \ ` n o APPLIED PRIOR TO �. I \, v aL i' INSTALLATION OF FRAME. ' v Ci I ° ° ° ° O:5 L N 4) MASONRY SUBSTRATE PREPARATION OPENING FLASHING OPENING FLASHING OPENING FLASHING w 1a STEP 3 FLASHING DETAIL @ JAMB 11 STEP K: WEATHER RESISTIVE BARRIER STEP F: HEAD PENETRATION FLASHING 3 STEP B: SILL CORNER BOOTS m a LA a o �4.0 �4') SCALE: I 1/2" = I'-0" FLASH `A4.0 SCALE: NOT TO SCALE OPENING A4.0 SCALE: NOT TO SCALE OPENING_FLASHING_F.DWG �4'O SCALE: NOT TO SCALE OPENING_FLASHING_B.DWG car, f. LJ W Q LcJ SCALE: NOT TO ��l' � � � 0 V) FULLY SOLDERED END DAM C:› \ \,Y ' SEE DETAILS IS AND 14 \� '� FOR TYPICAL PANS ` 24 GAUGE SHEET METAL HEAD ` - \ "� FLASHING WITH ? DEGREE SLOPE \, iN \ 4z cI NissisHlir,,,,,r SHEET METAL SILL PANS, DO �� j '- INSTALL STOREFRONT PER NOT PENETRATE PANS WITH ---/---, ), HEMMED DRIP EDGE, MANUFACTURER'S SPECIFICATIONS, _ FASTENERS Ex TYPICAL ti IF WINDOW INSTALLATION DIFFERS Z 4 x��� FROM MANUFACTURERS = -.-j Q w SOLDERED END DAM - in w I/4 I INSTALLATION INSTRUCTIONS, _,..-• Li us NOTIFY ARCHITECT OF _, UNBROKEN FOLDED END DAM DISCREPANCIES - i I- Z 0 i 1 W U / W o cn 24 GAUGE SHEET METAL HEAD ---..„.,,, o o 0 FLASHING WITH 7 DEGREE SLOPE / a a_ s o . 0 6 �� LY CO Li w z a 00 1-11 LI-HEMMED DRIP EDGE, 4 ,Z, — O -4111111114 SET SILL PAN IN w o TYPICAL ,�w�Q� FOLDED END DAM BEAD OF SEALANT �. CV U a �" m < -' AS SHOWN, SLOPE \ 1 / K PAN TO DRAIN A18-223 -- #11502 1/4" I" OPENING FLASHING OPENING FLASHING 6 TYP. HEAD FLASHING STEP G: STOREFRONT STEP C: SILL PAN F A 4 012 8 4 we 0 SCALE: NOT TO SCALE HEAD_FLASHIN6DWG A4'O SCALE: NOT TO SCALE A4.0 DETAILS OPENING_FLASHING_GDWG SCALE: NOT TO SCALE OPEN ING_FLASHWG_G.DWG < < <t < 0 I I Li_ Li_ I L.. Li 'n NOTE: REVISE AND/OR ADJUST NOTE: REVISE AND/OR ADJUST PER FIELD REQUIREMENTS. PER FIELD REQUIREMENTS. NEW EXTERIOR WALL ASSEMBLY ALPOLIC AGM PANEL PER PLAN WALL ASSEMBLY PER PLAN/SCHEDULEALUMINUMBATTEN WALL CONSTRUCTION PER NOTES, SHEET A3.0, 8 PER NEN/EXISTING WALL PLAN/SCHEDULE CONSTRUCTION PER METAL PANEL WALL Pt,AW LE CONSTRUCTION PER :: '::::. :.:: :::. ::: :::::: ::::::. . :. y. :. . ::: ::. . ::. ::. .........................................'�......... NOTES, SHEET A3.0, d PER o .......... ::..:.�::::.: ........................`:::•:::\; ,( ; PLAWSGHEDULE f=- i � 2C ) ') "J" MOLD END TERMINATION l '- COLOR TO MATCH BACK ( BOARD Lyn0 } J L 2 f 1L ':v. v� v� r. _ \ 1\ BACKER ROD - T . . . . .11 r r . , <rT`F'r T r r-r 1 �_r_r_ it P-- - <-rrT �v, -\I \\. icy. ._ I� w r I 1 1 r I o G 0 0 sa E EDGE TRIM BY U, �� t;, (7-5 cc t_.. rr�mileI . ' rr� w w i PANEL :� > 2 0 T c, ,:, c, 3 I/2 r, MANUFACTURER 2 +/_ (:,. __, z z z O 0 O 0 5 FEATURE PANEL TO BRICK , BATTEN TO METAL PANEL TRANSITION m _ \A4.1scALE: 4» I'-O �A4.1 SCALE: 2" : I'-O , ¢ ti i` {i O v D NOTE: REVISE AND/OR ADJUST NOTE: REVISE AND/OR ADJUST st r0 PER FIELD REQUIREMENTS. PER FIELD REQUIREMENTS. ALUMINUM BATTEN {` 1 SYSTEM, REFER TO SHEET A3.0 FOR ALPOLIC FEATURE WALL MORE INFO ASSEMBLY PER PLAN/SCHEDULE LAP SIDING WALL LAP SIDING WALL CONSTRUCTION CONSTRUCTION PER .. ........................... ...................... PER ....:.::.:::.:.-:::::::. -:::..:- �: ::..........:.:::::: ...._... PLAN/SCHEDULE ..................................... .......................... PLAN/SCHEDULE - - X BACKER ROD # I / BACKER SEALANT ), ; > ROD � BOARDCEMENTRIM SEALANT, ) (�vv. ' , ofl a. ':v, r., iy �_ "yv. v v. "y, ' ' v--. _a -- � - -_---s�=:.�,�) (, / ) ,� _, _� � � CEMENT 1:1171:. 44111, ... T-, - � �.1 i' 1aI- BOARD TRIM_, .._ T �� y- r T E 1 T l_ r Li `�i. J MOLD END:1 2„)( I TERMINATION �2„ +/- COLOR TO MATCH BACK BOARD LEI),..: cnn 6 FEATURE PANEL TO LAP SIDING TRANSITION2 BATTEN SYSTEM TO LAP SIDING TRANSITION4. L1 A4.1 SCALE: 4" : I'-O \A4.I SCALE: 2" : I'-O ccr NOTE: REVISE AND/OR ADJUST NOTE: REVISE AND/OR ADJUST Q +a o L' 7� a w- .,::;2,. PER FIELD REQUIREMENTS. PER FIELD REQUIREMENTS. �' aaso v:74 :02:00,-_,ALUMINUM BATTEN ° ° "'yo � av� aSYSTEM, REFER TO SHEET v . o ° °v oA3.O FOR MORE INFO o 0 ; �E NyALPOLIC ACM PANEL ° 8 WALL ASSEMBLY PER oo a E='° oV �,.'. � U tOdPLAN/SCHEDULEocoo=» oc il. 3ovd _I/2 EXT. GRADEHDO (COLOR PER ° a ° p ::::::0, °EXISTING WALL CONSTRUCTION ELEVATIONS) Ls c TO REMAIN. REMOVE EXISTING I I » v ns. _ X °(� N .a 7'�, C125 AJ_UM. L ___2 = U pFlNISFfES ATTACHMENT . J _ _ p »,2C f EXTERIOR GRADE PLYWOOD CHANNEL (TYP) •�-E� \\ — ° vuQ _ uSHEATHING = Nmac ° WOOD FURRING TO ALIGN WITH ALUMINUM BATTEN t U c �, BRICK BELOW WITH BATT CLIP WITH COUNTER INSULATION WITHIN CAVITIES SCREW INTO PANEL NEW CEMENT BOARD LAP I" BREAK METAL, ; : 1 -\ o �, a o SIDING PER ELEVATIONS. COLOR: MATCH C [IIj i r 0 3 `a. c •° aPER PLAN (BATTENS TO BEFIBER PANEL ° 3 ° BACKER ROD SPACED EQUAL OVER SPAN) �' �' `� "' SEALANT, TIT. � �v T °;.:2 NEW CANOPY 2�� �� or ` P.TBLOGKiNG /// SYSTEM ABOVE. 2 +/' wH a3.2 c 2 +/_ W.R B/ A B. PER 4 - ; 2" ( MCDONALD'S , >- o ,r SPECIFICATIONS. 3 BATTEN TO FEATURE WALL TRANSITION < i, ,- E STOREFRONT JAMB, SCALE: 2" : I'-0" t;; a. a 1 E 1E1 Imo! It" TYP. _ .` \, I �� - — - - - - CO — �,n,-�(, ; ��—- =_ _ �9� FATE: REVISE AND/OR ADJIT r gip — PER FIELD REQUIREMENTS. . /- _ die r.„) c.„ :, ,, , .,.._ c..., � ALUMINUM BATTEN _ �•"''Y`�`".�'����� ii,:.• I '.. SYSTEM, REFER TO SHEET A3.0 FOR MORE INFO o I :� }, k , Ad, ! o 4 "'' ., 1 ALPOLIC ACM PANEL E �... ...... WALL ASSEMBLY PER : . w................:...................................:: PLAN/SCHEDULE 4 \ ... \ , , ' J E = \l \ /r -‘ -(-- '-' IF '� : . � MOLD ND TERMINATION —� .. ....\_- \-... \ O MATCH BACK EEE � :-( :.: i COLOR T o .� y...............,. \.,... _ .... _ , (' I BOARD _� 'I' er CONTINUOUS I _ W V) SEALANT. t"`. . . . . ,_ N - Z.$� y _T_ J) ALIGN I \ I' 71'017 cn w O3 1s\\ MRSHIMAS 1.. '1 F„__ __....,_ n C 1 �' �, ” N REQUIRED. �r `� `,) I F Q o NEW STOREFRONT PER 2�r�r BACKER ROD I y w v o PLAN/SCHEDULE rr 4 SEALANT w ,�Y 2 11--j &-: ,, c-i)- 2 +/- N C) o L) rr') A18—223 — #11502 6 Z WALL PLAN DETAIL @ BRANDWALL JAMB 4 BATTEN TO FEATURE WALL TRANSITION LI LIJ" 7 SCALE: 2 - I-D \A4.I SCALE, 2" : i'-0« z DETAILS 4 1.-'.1444104, L1-1 LLI ij-1,. • '(_1 : ' `''''", ;;;;,z,,..‘ V\ HEADER PER STRUCTURAL MEMBRANE STRIPPING SINGLE-PLY TPO ROOFING PER 1._ /- SHEET ADHERED TO MCDONALD'S 5F'ECIFICATION.5 ';' ,•A,';-,•-,,, ,, ! , BACKER TO MATCH EXISTING NON-CORROSIVE PIPE SLEEVE '!';' -.4::-Is-, i: ' t i FIELD VERIFY 7777 JOISTS PER STRUCTURAL 5EETIEBELEACKL.:5HEET P- • , '--- / .,, 1: :,.-;;, COMPATIBLE SEALANT AT GC TO PROVIDE 4 IN.STALL 1 I•1__ ;Ti -/ , NEOPIRENE WASHERS - BOTH „..., .. A3.0 FOR moRE INFO. JUNCTION OF MEMBRANE /- PRE-FAB CUSTOM ANCHOR-TIM .. + 1"/ SIDES TIE BACK PER TRELLIS , ,„ AND EDGEBA6ME:RAL .:1).:,14,,, -....................---""•--.....1„4 ,,,,,_:..1_ ___21.1\'':'''''. ..,,,,.,,,).\ \ V777----- , ' 41 ..ir FASCIA W/24 GA. PRE-FINISHED :-.----- - ---„___ --- a i 1 ,,y I MANUFACTURER '': it A jk li i ' • : - , .; . . . „ ,, ,, - - . , . , > - elV LED°71EMMIR EA N r: DRAWINGS SHEET-METAL GRAVEL STOP SET IN COMPATIBLE 1 -.----x-z k7 I, COVER BY METAL-ERA,CALL I-WO-5513-2162 TO ORDER T1 V (SEE ELEVATIONS FOR COLOR). ± , 1 k Y, Y, Y, 9, 9, i '', r.-7- ,, .A . 11W:r'-' -- . . ‘. . -% ,,.,,,,-- - fcr N 2" 0 TRELLIS SYSTEM INFILL PANEL @ I/4"/FT SLOPE -SLOPE LOCATIONS AS INDICATED ROOF CEMENT _..//I FELT ENVELOPE /•1 1 -a----- ---- . vic,I ; 11! LAP ROOFING DOWN BLOCKING UNDER FASCIA. kw.. . .... . . . ON ROOF PLAN :,,,;\ .; ,-;-;;,4 . BUILT-UP ROOF MEMBRANE --,. 57 . COMPATIBLE SEALANT 4 !:."-•-•••••- 1 14 ..../- I. I, /------ 1 I., -\ \._ BACKER ROD 4 SEALANT a.. - r- FASTENERS AT APPROX. , I !', ;•\, ' - - ./......•.___A_t_./.....‹...).:.• ,...> • I .s. ;•.;--2 BOND BREAKER TAPE /1-f•';'.I' '-•':---•'',''',''.-.-1. /1. • TRELLIS SYSTEM A/CANOPY FASCIA- SEE 3" Tab' Or.,STAGGERED t,I \ 2X P.T. WOOD BLOCKING (..) >2, .•., ,;::. :.!•,;k. E...),,y!.-,,,, ,,:h/";;1 _1 Zo „-4.......--••---- I , , (f) /1.';'''''''' k•k;'-'1:,/' IG'' EXTERIOR ASSEMBLY NOTES ON A5.0 , ,• . ; : LL1 BLOCKING PER STRUCTURAL / CONTINUOUS CLEAT GALVANIZED FASTENERS SET c.) f•---- ; 440° ,, ,. --------.....,..... I IN NEOPRENE WASHERS ------;!--- GUTTER.SYSTEM TO OUTLET AT SCUPPER EXTEND MEMBRANE \ /7. ://, ' / I 'I Li. .. .....„,_ k,,,,,N.N.._ LOCATED AT LEFT SIDE OF TRELLIS FLASHING 2" BELOW k::::•.-- 1 io Zo I 'N.\ (TOWARD REAR SIDE OF BUILDING). BLOCKING l' WRE3/AB LI , o ----) i ( TYPICAL BATTEN SYSTEM , 1 :-- • -- :. - ••f : -:;•-- - .-. ... -:!• 'A 4'-0* (VARIES) 4" NEV GOLD ALUMINUM CANOPY UNDERSCORE PEEL BACK EXISTING --..' ;- 0 0 0 a < CONSTRUCTION FER I/A.3.1. • .,-- ROOFING TO EXTENT 1. ,• . :NECESSARY TO PROVIDE IN ‘, w LLI LI Li.J I-LI %i' \ i -- ..:‘:.' '' NOTE: PROVIDE SLEEVES ON ALL FASTENERS OF 1 ; , ..„ ... • WEATHERTIGHT SEAL cc c.c cc tx _, '-___Zi.:,,...;_.- - • H ! -:_,(ik. TRELLIS AND/OR CANOF'Y CONNECTIONS TO 'Kt r Ii•:`4 •,., ILI 1.1-1 Li Li < PROVIDE CONSISTENT 4 UNIFORM ATTACHMENT 1 N :- I zzzz ° ] ! THROUGH BUILDING EXTERIOR WALL FINISH. A4.2 ALE I 0 cj.,, 0 0 J_ ' I/ TRELLIS TIE-BACK @ BATTENS 13 CANOPY DETAIL@ BRAND WALL SEE ELEVATIONS FOR COLOR OF ALL CANOPY, 5 2VE: R5F:=RAL IoiM E ROOF PARAPET DETAIL c, . a,..) = A4.2 WALE: 5% z, ILO. ' A42 scALE: 1 1/21, ., 'Loll FASCIA,TRELLIS 4 TIE-BACK COMPONENTS --,, ;-:- ----- 1-.-1 r--- 1 I I l- it .4_____Zi I . BUILT-UP ROOF MEMBRANE PROVIDE SLEEVES ON ALL FASTENERS OF PER MGDONALDS ' > TRELLIS AND/OR CANOPY CONNECTIONS TO SPECIFICATIONS TO MATCH LL.; • -:/ , NEV WALL CONSTRUCTION . PROVIDE CONSISTENT jrAUNIFORIvI EXISTING f. 1 PER FLAW SCHEDULE. . . ATTACHMENT THROUGH BUILDING EXTERIOR 4\ 2X P.T. WOOD BLOCKING MEMBRANE STRIPPING SHEET I WALL.FINISH. ADHERED TO BACKER ' 2" 1 ( SLOPE /--------- --, / ,5.• 1 , -."--- -- .1NIR.B./AE3 BACKER .o( 5/5"/FT. MIN = ir- -1 • :/-' ( NEW PARAPET CONSTRUCTION PER 2/A.3.1 \,___ ____ f . fl LED DOWN LIGHT I 4 j.„--------- (-A FASTENERS,STAGGERED, _ ,- --,--" - --.--/ /.....-L /__ET '• --- -/ -- / In TRELLIS TIE-BACK SET IN BED OF MASTIC W/ if - -.- ,. -- .,- - , . \ IRELL.IS SYSTEM INFILL PANEL. .2 I/4"/PT ,:•-, - , I I . ; --‘: : ; _ L., I ( PRE-FAB CUSTOM ARCADE FASCIA kV 24 ; SLOPE - SLOPE LOCATIONS A.5 INDICATED •-;-....____ ; - --;f:- 6A. FIRE-FINISHED COVER 13Y METAL-ERA, NEOPRENE . , <> ON ROOF PLAN SHEET METALGRAVELL5HER5 :ET: 7- -"--"------'------------- ' - L N!;!''':, ,, '44111111111 - ---? - - , ! 7 '--.7 i . 1_ <> WITH DRIP EDGE . - RECESSED LIGHT FIXTURE- SEE ELECTRICAL SET IN COMPATIBLE ROOF ; - ; : ; _.1 CALL. 1-800-553-2162 TO ORDER(SEE 1- ELEVATIONS FOR COLOR), OVER CONTINUOUS TRELLIS CONNECTION TO \ ; , 4 ..... ..,,,,,,NM :: -• MN NM N. 2" CEMENT ......... ...„.. ,-; ' • WEATHERPROOF SELF ADHERED MEMBRANE. I EXISTING STRUCTURE TO BE GUTTER SYSTEM TO OUTLET AT SCUPPER - LOCATED AT LEFT SIDE OF TRELLIS --k '-'t- ; - -/ .-: LAP DOM FACE OF BLOCKING UNDER w ,., --- re I - ' I I 4 / •., _ . •,'/ DESIGNED AS Razint, BY _ ..-.1,_ FASTENERS AT APPROX. 5" ac (TOWARD REAR SIDE OF BUILDING). FASCIA. e=== k 4 i__. a if- I ._ II // . . 1 ` MANUFACTURER - -0- - i- TO 6" 0.C., STAGGERED : - . . • LAP W.RB. OVER 4 BEHIND ( - I • . 111-711:: :71;: 1 . , , 1 / 14 .. _ I .,. ..,,, 7,3 _ , FLASHING 1 - CONTINUOUS CLEAT ::--1 I TRELLIS SYSTEM - SEE EXTERIOR Iv- _____--- 4 I H 14 - ( IYVEK COMMERCIAL D KRB./AB. PER I ; 'I _ ------- ,.. - - ' I ASSEMBLY NOTES ON SHEET A.3.0 '' • ._ IF 71r MCDONALD'S SPECIFICATIONS ------- P.T. BLOCKING BEHIND ,-; - 5, \ - I MI I . EXTEND MEMBRANE ; _ , ; - , ki, •," --,we-7=- .;I-: Es-------- ----------' TRELLIS • I i ' I ZO I. FLASHING 2" BEI-011 -i, I - • . . :-;;::' ! :!(--- ----• BREAK METAL PANEL 5 A4.2 "•- • ; I : - . . .: ; I . . , NEW GOLD ALUMINJM CANOPY UNDERSCORE BLOCKING ' *-- ( TYPICAL BATTEN SYSTEM WALL Eli ..ps `----- BACKER ROD 4 SEALANT - , I ROOFING MEMBRANE -I" ; ::- 1 ; _ , CONSTRUCTION. REFER TO SHEET A.3.0 FOR MORE INFORMATION 1 / 41-0' 4" PER SECTIONS --\i„ .. ; - , BI . -**. CANOPY DETAIL @ FEATURE WALL ,n UNDERSCORE DR1VE-THRU TRELLIS DETAIL RAND WALL PARAPET DETAIL c, . : 4.2) SCALE: 5,, ILO* ,A42 SCALE: 1 1/2" = ILO" ! A4-2 SCALE: 3" • LAP W.R.B. ; I EXISTING WALL , I • 1 -o 1" • i 1 -"`---------m." \ i 1 : I 1 1 •: 1! •.._,.------'''''. ' ,., , ok... -.-• CONSTRUCTION I I a' 1 I 1 , , , ' OVER 4 BEHIND ! FLASHING )1' , . ALPOLIC. METAL PANEL PER ELEVATIONS TERMINATION WITH . _____ A - , 1 : , , , , .f gi I I -\ .,/2-' , ' , . i "(-______>.< WEEPS PER ;• f - L i ;3 , • 0 15 • • • I ''' 1 1 NEW WALL CONSTRUCTION ,, a) ,0 ocr= = ; I ; .Ik r ------>m‹, MANUFACTURER BATTEN SYSTEM PER maul L5- t= `6.4)D 7:,,_ ° .:: , , ° ,1••.-- ! ( ALUMINUM i r ' , ___ , • -\-__ ' I ELEVATIONS t k- •:`' 0-o ; 444443 .0 ogE-0 6 „43 . c I:::, .? .:•' I 1 ! \ ( TYPICAL METAL REVEAL. ! c 1FD 3 41).E_.0-4x .. : -•' • CANOPY SYSTEM I! :'! ; ' 1! : ,.._ , ,,,, PANEL CONSTRUCTION PER ; II- ---...4 : LAP W.R.B. OVER 4 BEHIND • • r----........... , '1 L • 111% c_ CA'4". a. • '-----------.*"""."- -- I/8" HAT ; . ; ; . ! ___,..-- ,___________----; INF,!LL PANEL tii !, (---- \ 1 1 , ; 1_- 2/A3.1. S• . . 1 it I: FLASHING 1 , , 1/4/FT 5L . 1 ; ; . CANOPY SYSTEM ; !- 1- 2- " -4 CHANNEL 11-6" ! ; 1 ;/-=----,.... -,-- .., ;. ' ' 0.C. -•: ' . - ; • CONT.6AL.V.METAL ; I 41 . ' . , E, 1 ' SLOFE LOCATIONS A.5 INDICATED ON r r ' 711:, '" -- 'WILL-PANEL @ . I 111111111116 ROOF PLAN \ AlkiN- \I 1 . I/4"/FT SLOPE - .. (../7"-•.4.\_ ,.!. ,,,,, NON-CORROSIVE Fin SLEEVE I kk----.4...--;-•------- . FLASHING WITH DRIP EDGE; , . . . ! • i . :7,4) ..... MATCH TRELLIS FINISH ° c ., ; 01.414 r I • . ; . : .. MIll ti . .•! • : -- ....L. \ AS INDICATED ON I ; . . . ; il, 1 I 1 \ CO 4.5 -51-!'gfo2clg . , . . ; --- !.1) \---- LED LIGHT FIXTURE So! ROOF PLAN NEOPRENE WASHERS - BOTH 1 :!I .111 - .-, . 4 ' '' r IL \ z-,, ' 0 : . ; 1!, . ' TRELLIS CONNECTION TO EXISTING STRUCTURE TO BE .....-A , : ________k; ,------ „; ,•; : .••• ; ; . . . , I - SEE ELECTRICAL ; r•„1,1_11 I ' --", 15"'i V SIDES • • • . ! 1 LIT ,....1_ -,, -- : ; PIRA:WINGS : -____.-----; 1 .-1 =7- = ==] im \4 _. + ' , 1 . t TIE BACK PER TRELLIS ;--k DESIGNED AS name, BY I . 1 .-_,...., A --, „, 1 . 7-'C' \-- LED LIGHT FIXTUR . , /12) . ; MANUFACTURER MANUFACTURER it 3" icil cc:: .2201-: cri ,,_ _..,.... .. : , - CCC ELECTRICAL I - - -- - - - --1 - 1,1h i 1 - BATTEN . ": , BACKING . .r . < \ r DRAWINGS - IIS‘ II ri-Ig TRELLIS SYSTEM VW r `_„;: -- i + i : ss., :::•-e---< -----, 1 ; • 0C :0 Du)...,.:*urn : 4549 (so..: 01 CANOPY FASCIA - ; , 1 :•. . ; u;- ,_.- 0 ,,,= c 1 • ---- PROVIDE LAYER OF SA.FF. -0 o 0 ,.. co I ; :: • ---r ! A42 1'4* SEE EXTERIOR \ ; ; TRELLIS SYSTEM 1 : ; -,,, : L 4: , . "-> BEHIND BLOCKING 4 ABOVE4 :77 7N-'•<,14--;.---- i . / , v., 1 _...., TRELLIS .-•; . k A % -i" : ASSEMBLY NOMS ON A3.0 ; /- ._,,„'•:----< r---- tr:i '' --- CANOPY FASCIA - SEE EXTERIOR L . 1 - ;___ ; 1 COMPATIBLE SEALANT $ 1 ; • • !k; ; . L'"•-•-. .. BELOW FOR APPROPRIATE LAPPING Le) . 0 c•- 0 CO 2'0 . W,IE: PROVIDE SLEEVES ON ALL FASTENERS OF 11-6" I 1 BOND BREAKER TAPE , i ;1"-- --, I . . . i ,InaffigNE;,,‹ 1 . ASSEMBLY NOTES .._,... c_0_,•,.-,,_ o METAL PROVIDE CONSISTENT 4 UNIFORM ATTACHMENT \-. -------•- k . i 1 ..••. . , .1.1! TRELLIS t 44 0 n CD 0 ! i , , ' r ----...__ I 1 1 ON A.3.0 I BLOCKING PER STRUCTURAL • . : _ 0 1,! I.j. 1 r / ...`,........ FLASHING HITH THROUGH BUILDING EXTERIOR WALL FINISH. " ! I --..........._..„„„ ; ; c-c ,.-•-• 43 4) DRIP EDGE; 1 i P 'cell l• ., . \ 1 MATCH TRELLIS f, 1 , .... I.4 .!! i SEE ELEVATIONS FOR COLOR OF ALL CANOPY, 1.-- BACKER ROD 4 SEALANT , 1 \ - ------N I . ; FASCIA,TRELLIS 4 TIE-BACK COMPONENTS ! .----------",- , ; ; V \....,.........,,_ FINISH CANOPY DETAIL @ BATTENS DRAIN MAT 0 CANOPY DETAIL @ FEATURE WALL CANOPY DETAIL @ BATTENS 0 CANOPY TIE-BACK @ METAL REVEAL r":0 CANOPY CONNECTION @ METAL REVEAL , i-- ..._ >_ . _ . A4..20A42 SCALE: 1 112p ,. il_ou A4..2 \- A4.2 scALE: 3., . ILO* - D ifk4'2 SCALE: 1 1/2" = 11-0" SCALE: 1 1/2" = II-0" SCALE: 3" = ILO* (2- LA.,1 1'' ( NEA NALL BATTEN SYSTEM SHEET CONT. SEALING STRIP TO 1100D BLOCKING ADHERED 6C TO PROVIDE 4 INSTALL o PIRE-FAB CUSTOM ANCHOR-TITE FASCIA 1^11 24 GC TO PROVIDE 4 INSTALL Go c., 2' ICONSTRUCTION PER (;) F--- (.,-; -\ Y, ',i,__.-- --.. ,';!\ `)-,,,, ---- A:-1., A.5.0 GA. FRE-FINISHED COVER PRE-FAB CUSTOM 1/2'EXT.GRADE HDO(COLOR PER SINGLE PIECE 24 GA SHEET - BY METAL-ERA CALL ANCHOR-TITE FASCIA NV 24 ;--) - ' ' • LAP W.RB.OVER 4 BEHIND PER PLAN(BATTENS TO SE EQUAL SPACE OVER SPAN) ELEVATIONS) METAL COPING/FASCIA 1/41/ 144o-55a-2162 TO ORDER GA PRE-FINISHED COVER (NI cs; - 3 j \ FLASHING ;• / CONTINUOUS CLEAT (SEE ELEVATIONS FOR :1 ',,; •• .,'.1----- - ......--- • BY METAL-ERA CALL. N. _ , , = 0.125 ALUM.ATTACHMENT I-300-35E3-2162 TO ORDER • ,_ r >„...‹.4 _-. i II \. . , I1-: :.. ,_ • . CI CONT.GALV. METAL CHANNEL mi.) ALUMINUM SIVITEN ! r,.......___.5_...:7 • . _r/ (SEE ELEVATIONS FOR 0 - , FLASHING WITH DRIP EDGE; K \ , pagivo IR:uoNDERFIN6 . . . .. - , , 4 3/3"/FT.MIN , c 1.-- "".....„.....-- 2" 2"+I- _. 1 MATCH TRELLIS FINISH FAscl!OLAPCKIN LOCKING 5.LOLACKPINRGOuONDFINEGR I I--; ; le t t N. ... „... -___...... .„. , , ,, ' I- ' CLIP ViITH CGUNTER%REA . -41411' 7111I111111 4, , . ,1.-,:! 1 d I ' / _.. ONNII al. Wil 111. INTO PANEL , _ ....... , . . . -. .. TRELLIS CONNECTION TO 0 1 .1 ------ , . , i - .• ,. . EXISTING STRUCTURE TO BE :i I. • 70.-,_.„ 1 --,-_, . : . . / . . . . o >- . R 171 1j II -OE AMM WA .; 1,.. i , , _ ' ,;• : ! :1 .Hli : 1 - - 4, r CONTINUOUS NON CURING - : 1 I tdd '' - X. ..,,.., -.„. - t LED DOWN 1.161-rr SEALANT __I 0 Li .. ‘...L;) MANUFACTURER 11/4 a :• A CONTINUOUS NON CURING o., LO: SINGLE PLY ROOFINGPER 1..LI u) CT) . . . . ..._ ( / > • - . . ' /I'IL t / ; : SEALANT McDONALDS SPECIFICATIONS. ....J : : . , - *1/ s .° ---,..__ z' ! ' 2X Poor) BLOCKING / jj, DRAIN MAT -----:.:-....,/ ":7-• - - I ,i, - , •: .. . ''. . ', 1 :/ ! 37.'-s.......---.s.'''' . ... . . .. . . - , . : : , „ BEHIND BLOCKING 4 ABOVE* MBRANE UP BACKSIDE OF fl.' r.L.°- (7, sn \• , /,,, ..,. ..„..„..„................,,,,,,, , „ ....................„„ LAPPING : .1„--. ' '';-- PMEARAPET TO UNDERSIDE OF ; ! 1 ;.-- II P.T. BLOCKING BEHIND i: --.-... -31' .,..,... z __I / ,,,,,/,/ // ;., ! ! .• (----kCfl FNEINA73 BATTEN SYSTEM W/PGE:NET.614C4L-F\-1.A(*TME+THEMMAL fitE4.:GE : / / / • ji / ,,,---- , _. !•' 1 -.;1-.- „......LC) ul TRELLIS --------------------/ .' r- , ..c. 4._4_4. _44..4._ ...., _2 : : SIDE TRIM.COLOR TO MATCH BACK BOARD 1 ; \ ..„,„ • . hiALL. CONSTRUCTION aj Lii -,---- -------- ' ' : • .. '! ! 7 ------- y• : : - ( ALPOLIC ACM FEATURE WALL Y C) ../ !,./1/-, ',> PER PLAN/ Cr -12.2 Li 0 0 .--- . : . \----,__.: /.--, ., :' SPECIFICATION. . t....„) ......., . ., • . - - ' /1 ' *-- BACKER ROD 4 SEALANT ... -------Nr_i. ;,' , I -__.-/'--- '" i=;.-' CONSTRUCTION PER SECTION I/A3.0 -10 - - • I/ .•i - ; ; ;„ ,„ , „ : -: -.1 CD o in . . . . N. ! EXISTING PARAPET .. ! • • • I -11- ; - : ":.;-----1----. : : . . . . . • "I` ' CONSTRUCTION TO REMAIN. A18-223 - #11502 A 4 5 TRELLIS CONNECTION @ BATTENS 1;7') ALUMINUM BATTEN SYSTEM /:::6-)42 SCALE:FRPkNs?.WALL PARAPET DETAIL r74) PARAPET DETAIL r 0 . , ., 4 SECTION DETAILS A4.2 SCALE: 54 : !Los j SCALE: I 1/2" = ILO" \A4-2 • .-., \A4.2 Iil!'; 1,: 1',,-,',!‘;'1,'_*SCALE: -;,3'_',..kc,'=",,,_-,,,,,,',,i..,_._0.-.:44:.-.... ‘"li, '',.:;''' . I I t \ 4 S S S S S i w L � CD NEW GEMENT BOARD LAP ~= (—ALUMIR M BATTEN NEW WALL CONSTRUCTION PER P PLAN/SCHEDULE SIDING PER ELEVATIONS. k' -''` kLPOLIG METAL PANEL , f t SECTION/EL.EVATION5 v < -..� TERMINATION PER MANUFACTURER ; i i DRAIN MAT ji STOREFRONT PER PLAN/SCHEDULE _......_...._._._:.. ji : L.E WALL CONSTRUCTION PER PLAN/SCHEDULE GORIAN SILL PER INTERIOR , . i < ` �--HAT CHANNEL DESIGN DRAWINGS il �'�: ' LAP ARB.OVER 4 BEHIND FLASHING < ✓'. f - l •.,� .. ,� BREAK METAL TO MATCH STOREFRONT • W.R.B./ A.B. PER '; 1; �..,_ .- - ' INSECT SCREEN NRB/AB;IAP OVER I < I MCDONALD'S __ BACKER ROD 4 SENT f-y' �- BEHIND FLASHING I ; P T STARTER STRIP CONT. GAI..Y.METAL FLASHING i � �, SPECIFICATIONS. WRAP 1 __.m - ;I'= I S SHIM AS REQUIRED..,z:. ip. a EXISTING WALL d GE DAMS,SET IN _ 6AP FOR VENTING PER MANUFACTURER'S M R. --... --, - ---\\7 1 INTO STOREFRONT JAMB, ; .. :; = CONSTRUCTION TO -��� ��— T ", r„ BACK ED CODONT. SEALANT } id, <- DRIVE THRU WINDOW PER PLANT L . __ �. .��, - __..._ _ ���.� ___ SEALANT �, /` ..._............�.. .....___......_ RECOMMENDATIONS ' ! TVP. -. REMAIN = ��j�b BACKER ROD 4 SEALANT GALV. METAL 'Z' FLASHING;MATCH SIDING 4 Z '1 � BATTEN BACKER PER �, SCHEDULE �� ' ' '� IM = 1•1r INSECT SCREEN GEMENT BOARD TR ,: = SECTIONS/ELEVATIONS I ,, ; - ` .\ I C CEMENT BOARD TRIM ® I SE �� /' / _/`' , I \ / i� ==; f ) M.R. SHIM A5 REQUIRED '.._. _ WOOD RAINSCREEN FURRING c CORNERS �-:....____.... - � i ' it ,-- �' : " � - u FLASHING "� ;. _. ..__......... ..-..-.: .:Y"; � � ; GALVANIZED METAL ;,�� - I _. 1 t = GOVT.SEALANT CONT. SEALANT �„ BACKER ROD 4 SEALANT c� —� - � NEW EXTERIOR WALL V \ GALY. METAL GAP FOR VENTING PER MFR'S M.R. SHIM AS REQUIRED _�JASSEMBLY PER PLAN FLASHING J I RECOMMENDATIONS.A 1-4 _ CONTINUOUS SEALANT < ��' S RETE `' = 1 NEW GONG i _ I i STOREFRONT PER FLAW SCHEDULE < w • J \ SIDEWALK EXISTING WALL CONSTRUCTION WITH z z z z z rr f PER SITE PLAN �'� NEW SHEATHING PER SECTIONS < : ( o a Q i /V--------. ,T21____, . • . w /`,Z11 ii I W w W w J . ) cc tY a.- cc W w W w Q Z Z 0 o 0 0 niLAP BOARD SIDING @ EXTERIOR CORNER -- BATTEN SYSTEM BASE a DRIVE THRU JAMB @ METAL PANEL STOREFRONT SILL @ LAP BOARD SIDING , STOREFRONT HEAD @ SIDING „ �, co co SCALE: 2' - I'-0" \.A1,71.5 SCAL.E: 3" - 1'-0" \ SCALE: 3" = ILO" \ SCALE: 3" = !'-0" \ SCALE: 3" - I'-0" __ a - __ `° A43 A43 A43 I ro,- 0 v o I 1 I DRAINAGE MAT 4 FLOOR FINISH PER INTERIOR CZ m i WALL i J = DESIGN DRAWINGS _ CONSTRUCTION WRB/ASB i -� f ALPOLIG ACM PANEL ASSEMBLY, PER ELEVATIONS PER ELEVATIONS j' m PER PLAN �- 1 • CONCRETE SLAB PER ,�: i ■ ��- �- 5TRIIGTURAL REFER TO SHEET A3.0 FOR MORE _kir 4MM ALPOLIG • ( INFORMATION ALUMLAP W RB. OVER ;`.A i METAL PANEL REVEAL SYSTEM,REFER -'1U r I STOREFRONT DOOR PER SCHEDULE I COMPOSITE I NEL _ It� F1A5HING z I TO SHEET A3.0 1 j THRESHOLD - SET IN MASTIC LAP WRB/AB OVER BEHIND NEW WAIL !�; INSECT SCREEN I si I/ (ADA COMPLIANT) _ '4-' FLASHING . CONSTRUCTION PER �' I I �� W PTRSTARTER ` TERMINATION PER MANUFACTURER _ �—NEW EXPANSION JOINT,TVP. :111 DRAINAGE MAT Z et 1 '�- :, „_7 :; •=,>�,e: . ' ,t PLAN/SCHEDULE , ;; . _ 0 NEW SIDEWALK;SEE SITE _ i 'I:_ RAINSCREEN FURRING �,,.____._._>r_ ' ';'._, �� i-___.___�..--.- _�,: CONTINUOUS GALV. METAL FLASHING 4 ��. �. , L �,. T MATCH. ND H ' ,�` - ,,\,kt�i _ GAP FOR VENTINGN • ► TERMINATION WITH WEEP PER DRAIN MAT �, ,-; PER % �:yw� WRB/ABVERTICAL . MANUFACTURER'S S y O EXTE UP BE IND I MANUFACTURER / BUILDING WRAP.FINISH TO MATCH � � �___ TERMINATION PER ;[,X\ ' REGONi�1ENDAT10N5. ADJACENT -.._. ._, GALVANIZED METAL FLASHING SLOPELL is GALV METAL MANUFACTURER FLASHING -Tr= .. \` 2% MAX. 4...„.......,............._H" BREAK METAL PANEL,COLOR PER ...•:•:•:: :- ::::.: :•.•:::::•:• • - TERMINATION _ :/,/ 47 - l� ELEVATIONSlaigg • BLOCKING �� Q BACKER ROD 4 SEALANT T ,...-•.. V , - Q �- M.R.SHIM AS REQUIRED g -')' '''''-'-')''"'``' { CEMENT BOARD TRIM OVER FURRING �" CONTINUOUS SEALANT _ DRAIN MAT STOREFRONT WINDOW PEEt %(‘) R �. 1 - A v -" / / GAP AT SIDING FOR VENTING PER J, PLAN/SGHEDULE / / F MANUFACTURER'S RECOMMENDATIONS • I INSECT SCREEN -• Q - c� I$ VERTICAL JOINT @METAL PANEL 14 CEMENT BOARD SIDING 14 METAL REVEAL PANEL TO CEMENT BOARD 6 STOREFRONT DOOR SILL 2 STOREFRONT HEAD @METAL PANEL .x w �A4 3 » _ \..A43 SCALE: 3" = i'-0" A4 3 SCALE: 3" = I' O" 4 3 ' _ " _ a_ SCALE: 3 - I-0 \ \ SCALE: 3 - I-0 \A4.3 SCALE: 3 - ILO" J y m i4.+ 0 m q I I i o 0 —� / �( EXISTING WALL ,� I g•o N N CONSTRUCTION. _ • �__--/'J EXISTING WALL CONSTRUCTION v ° ° o LAP KR.B. OVER —� TO REMAIN. a �, i .. 0.. . �i FLASHING r ( WALL �� ^f.ALANT PER MANUFACTURER'S ° a°.�' '-o 0 - , / CONSTRUCTION •/ :rip mIo �',. m _ - --ALPDLIG ACM PANEL ASSEMBLY, REGOMMENDATION5 :co. U ao��'' • / N BEAK METAL TO MATCH 0 ci° 3 — ° m•TILE AND BASE TO i / m mI .� ^` MATCH ADJACENT. 1 , PLAN/SCHEDULE /4_/ "� iNFFORMAT105HEET A3.4 FOR MORE ., in a�•/ 2X. P.T. SILL PLATE - "r •' I - -.- STOREFRONT 4:780, . a.y:: m/ 1 IAP NRB. OVER LAP WRB/AB OYER d BEHIND "fj; % ' ��-'��� FLASHING n' BACKER ROD 8 SEALANT c �' a ° mCONNECTION PER mE -- .. oF-^ z I. _....... FLASHING STRUCTURAL. �� !NSEGT SCREEN • � M.R. SHIM AS REQUIRED - 0.� o 0 Fr a1 - /�- i. DRAINAGE MAT o - o °! t CONT. SEALANT ° v ; o m m / Q mavop °co ' 1�� ` j' / '� WEEPS 24" O.G. \ • 5TRPTARTER I '_�I� i-- RAINSGREEN FURRING STOREFRONT PER PLAN/SCHEDULE t .° 0 0 m o c it. , / / GALY. METAL FLASHING / a L , '"/ • GAP FOR VENTING 1 / ' ,, 2 •v o?0) E,' c ��/ I ;�� TERMINATION WITH WEEP PER PER ,.�./ LI MANUFACTURER o c " X'; ° / / MANUFACTURER'S • = �_ , I ill— j-jo 14::::::0 m''' I I}111 Ii F i 1 I) I I I X11i I n --_ =0Q ( CONCRETE � GALV.METAL I ' GALVANIZED METAL FLASHINGr ' w ,�,;o c wi UU m LQ FOUNDATION / //: IFLASHING SET IN I m N oc m u)ZA PER f �' 1 < {' i BACKER ROD SEALANT i_STRUCTURAL ,....._ BED OF SEALANT iMR SHIM A5 REQUIRED <> 0c°„ L`a J — i / ,t WALL = CONTINUOUS SEALANT ?' (' o �, v N `.° m o ( a f' /'/ I CONSTRUCTION PER DRIVE THRU WINDOW PER PLAN/ I ; ° a� Q / PLAN(SCHEDULE M. o0Lom 00 ( R-10 RIGID / /�---) t// /J. / L�� o o v �� a- = a3. c i� aim w cBRICK BASE CEMENT BOARD TO BRICK TRANSITION DRIVE THRU WINDOW HEAD STOREFRONT JAMB @ SIDING f- ,- W II 'I 3 , , �, �:L.Li � �� cv SCALE: 3" = I'-0« `A4 3 SCALE: 3" = I'-0« �A4 3 SCALE: 3" = I'-0" �A4 3 SCALE: 3" = I'-0" < . V) w I- okjAgN o ___ 1 1 '' ; 1 / / i I( I EXISTING WALL �, EXTERIOR WALL ASSEMBLY PER u� CONSTRUCTION. .: r;` `�i' �\ PLAN/SCHEDULE - i; / . ' LAP W.R.B.OVER -`---- -; ---� -' ,%...�._� ........� :.-1:::�::_: rte\ « ALUMINUM BATTEN FLASHING L._.. _..........., NEW EXTERIOR SIDING PER 2 +/----\ BATTEN BACKING A ,N, .. '.0 / . I •TILE AND BASE TO .t.._..__- ....._...._ ` \ ELEVATIONS I t. rn MATCH ADJACENT. `�, .---EXISTING MANSARD ROOF TO / NEW DRIVE T##RU WINDOW PER ,r 'I .. f 2X. P.T. SILL PLATE - '` BE REMOVED / PLAN/SCHEDULE . ..ii, SAEALANTROD CONT. AIa1MN. CAP OVER �I i ' / / CONNECTION PER EXISTING OVERFLOW DRAIN TO CORIAN SILL PER INTERIOR Fil ;l1 0'JSTRUCTURAL. BE GUT BACK - PROVIDE MIN DRAWINGS Y /� SILL BELOW --- / I-I/2" BEYOND SHEATHING. C_�`, II ISI. v/'5 b.' I PAINT TO MATCH SIDING t, �,. -��. - ' KR. SHIM AS REQUIRED �� - " :: 1 I-I/2' ti —'� COLOR CONTINUOUS GALVANIZEDJ0 .ii, METAL FLASHING -OYER W �, —rr/ I ,, �: t. MIN. I I .� ._. ,,- ..�'" u 4MM ALPOLIG � " ALUMINUM/METAL n n--i-�,; / ,' // CAVITY IN SEALANT `?� f j , s 'J BACKER ROD d SEALANT ' Ci) �� COMPOSITE "' WETFLASH TO PIPE "`:; CONTINUOUS SEALANT \ z S Q PANEL :"..'.'7_-_7. ., d ,''f f ,� u� - ._. fi_i NEW SILL TO MATCH EXISTING ----- ---- -, 1 0 -' o EXISTING INTERNAL FLASHING - \; i i DOWNSPOUT ` °„:„/ .0e/ ' �� co c w jo,.0 WEEPS ® 24” '__' --� �' /�� CONTINUOUS GALVANIZED METAL GORIAN SILL i CONCRETE ,: �\ I ri / FLASHING -WEEPS 24" O.G. MIN. EDGE N�SH BELOW �A� c a I I / !` NEW BRICK TO MATCH EXISTING W i L. r STOREFRONT WINDOW J Y 0 u Q FOUNDATION ( __s HAT CHANNEL �/ PER ..T II n - i NLRB PER PLAN/SGHEDULE r 0 0 m -/ /� STRUCTURAL r BREAK METAL PANEL, F= (--\•1 C.-) c' �-, M, _ INSULATION IGID COLOR: GOLD A1u-223 - #11502 O z ,& BRICK BASE @ ALPOLIC PANEL 12 OVERFLOW DRAIN a DRIVE THRU WINDOW SILL 4 STOREFRONT JAMB @ BATTENS I- A 4 0 3 \A4.3 SCh: 3" : I' O' \A4.2 SCALE: 3« : I' O" A. 4.3 SCALE: 3" = I'-O" �A4 3 SCALE: 2' : I:-0« v; SECTION DETAILS I 18„ MAX 10 GA WIRE HANGERS AT PERIMETER z < << 0 > SUPPORTING MAIN RUNNERS AND CROSS z ;'- b U I.L. CD CONTINUOUS ANGLE AT WALL EDGE NOT TO BE RUNNERS S" MAX FROM EDGE. LE55 THAN 2". ONE END OF EACH ORTHOGONAL HORIZONTAL DIRECTION TO BE ATTACHED; O.15 CLEARANCE ON UNATTACHED SIDE, TYP. 1' RECESSED LIGHT FIXTURE We Will Be 1%1I �� _-------- 11\Pleased To Help10 GA HANGER WIRES AT 4'-0" ON CENTER 1 ' , •HEAVY DUTY T-BAR GRID SYSTEM �"- ADJACENT WALL Any Customer Hearing/Speech-nMAXIMUM EACH WAY (TYPICAL) 1 1 WOOD SLAT SYSTEM AND GRAPHIC - Needing Assistance. _ P. 1 SUPPLIED BY 54 D VENDOR - 1 PLEASE ASK AT Assistance ‘*- Mill 1 Available At This \< ' 1•CQUNTER SlC.7N #1002 Window Tha,kYou. .11.,,,.1 . .,=.iemu SIGN T78 \IIN` i 0 N ONE STAFF ASSISTANCE SIGN SHOULD BE PROVIDED N (-SELF-SERVE AT EACH SELF-SERVE AREA. THIS SIGN MUST BE ONE SIGN SHOULD BE MOUNTED ON THE \doe --- iii--''. ‘k.1\ i=iivm ) STATION MOUNTED IF AN ITEM ON THE SELF-SERVE BAR I5 CASH WINDOW WHERE THERE WILL ALSO BE ,, iiii. .\I\ HIGHER THAN 48 FROM THE FLOOR OR MORE THAN PICTURE MENUS AND A NOTEPAD AND -PROVIDED BY 540 VENDOR \ 20" BACK FROM THE EDGE OF THE TRAY RAIL. THE PENCIL FOR THE CUSTOMER TO USE. THE0.... 00( SIGN MUST BE LOCATED TO BE EASILY SEEN BY ALL EXACT MOUNTING LOCATION AND MOUNTING _ ACG-- ABLE MOUNTING LOCATIONS CUSTOMERS. MOUNTING LOCATION 15 NOT SPECIFIED HEIGHT OF THIS SIGN 15 NOT SPECIFIED BY 10 GA LATERAL BRACING WIRES 2'-0" PvI,J,1- 01\ BY THE ADA• THE ADA BUT SHOULD BE EASILY VISIBLE MAXIMUM FROM CHANNEL IN SECTION AT z z z zn FROM A GAR AT THE DRIVE-THRU WINDOW. APPROXIMATELY 45 IN EACH DIRECTION. IPP0110111.4a a o O Q --- LOCATED ON A 8'-0" X 12'-0" O.C. GRID AND d 5/5" TYPE 'X' GWB PER PLAN 4.1 U'' co U' Q .11 �\ A MAX. 6'-0" FROM WALLS. W> W> w� L 111\\0014-\=\' ds111%\ ' w w w w J O O G O � .2" /2" FURNITURE GRADE PLYWOOD (, 13 STAFF ASSISTANCE SIGNAGE q SPEECH! HEARING IMPAIRED SIGN @ D.T. 5 SUSPENDED G.W.B. CEILING DETAIL �_, _� SUBSTRATE A4.4 SCALE: I/4" = I'-0" 4.4 A4.4 = n I- 104_STAFF_ASSISTANCE_SIGNAGE. SCALE: NOT TO SCALE 105_SI-t CH_SIGN_DTDW�_ SCALE: 3/8 1-O 081_G MS_SUSP_CEILING.DYS � a I 1/4" BERC2 CLIPS POP RIVETS FRP FINISH ON KITCHEN SIDE OF - INSTALL #12 GA. VERTICAL WIRE AT 4'-0" WALL a„ 63„ I TO STRUCTURE� ABOVE O.G. CONNECTED TO MAIN RUNNER AND s N ,- i 4.444. ATTACHED WALL M 1 STRUCTURE ABOVE. CC m �. INSTALL *12 GA. WIRE CROSS BRACING I N WOOD SLAT SYSTEM AND GRAPHIC n - EACH SUPPLIED BY 54D VENDOR m O.G. AT 45 DEGREE MAIN SHALL BE ANGLES IN Q k` BOTH DIRECTIONS WITH THE FIRST POINT IWALL BASE BY 5$D VENDOR Braille ; ,),, ' .�� ', WITHIN 6'-0" FROM EACH WALL. And i ;.' INSTALL A STRUT A5 REQUIRED BY ASTM Picture�' �'•\ \ E580 TO RESIST THE VERTICAL Menus COMPONENT INDUCED BY THE BRACING 2x4 METAL FRAMING TVP. MECHANICAL NU BOARDS BEYOND Available SIGN #q3A \ n, �ro WIRES. THESE HORIZONTAL RESTRAINT ANCHOR TO SUBFLODR SIGN TTqI' L - - - -:=' - - - ' e ° o o v o 0 0 0 0 oPOINTSSHALLBEPLACED12FT (3658MM)C.----N‹ Sa o lk e e e e o o \ IP 45 ON CENTER IN BOTH DIRECTIONS WITH THE l L5GR1=W TIGHTENDED THROUGH MAIN RUNNER ` DEGREES FIRST POINT WITHIN b FT (1521 MM) FROM ONE SIGN SHOULD BE MOUNTED ON A ( IF ALL THE ENTRANCES ARE NOT ACCESSIBLE, THE1\ HEAVYDUTY •� MAX. FLOOR FINISH FREE-STANDING SIGN HOLDER AT EACH ORDER I� ACCESSIBLE ENTRANCE SHOULD BE IDENTIFIED WITH WEB RESTRICTING SEPARATION FROM WALL POP RIVET T-BAR GRID EACH HALL. y� - STATION TO INFORM CUSTOMERS OF THE THE INTERNATIONAL SYMBOL OF AGGE551BILITY. THE MOLDING SYSTEM NOTE: PIM -� AVAILABILITY OF BRAILLE AND PICTURE MENUS. i 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 B , ASTM C655, ASTM G636, GISGA FOR SEISMIC EASILY VISIBLE FROM THE PARKING LOT OR PUBLIC I 1/2" TOTAL TRAVEL '�/-� ZONES 5-4 AND ASCE 1-05 SECTION 'KU jt. 5° COUNTER SIDEWALK AND SHALL BE WHITE SYMBOLS AND ,/ 13.5.6.2.2. v LETTERING IN BLUE BACKGROUND. 2- SUPPORTING WIRES TO BE GAUGED AND L--_ 1_ ,.. ... ... 2 „ .?. . .1 SPACED PER ASTM 6841 TABLE 3. Q 3. PROVIDE LIGHT FIXTURE AND OTHER 3/4" t'- SUCH APPURTANENCE SUPPORT ATTACHMENT ileOPTIONAL PER ASTM E550. 4. INSTALL A 2" PERIMETER MOLDING PER m = I ASTM Cb35 AND ASTM 0636. o BRAILLE/ PICTURE MENU ACCESSIBLE ENTRY SIGNAGE BERC 2 CLIP DETAIL SUSPENDED A.C.T. CEILING !8 CBB WALL SECTION 4R.ONT A4.4 A4.4. A4.4 ccA4.4SCALE: I'-I/2"=!'-0" FOR REFERENG SCALE: 1/4" = I-0 103_BRAILLE_PIGTURE_MENUDV SCALE: NOT TO SCALE ENTRY_SIGNAGE.DW'13.� `SCALE: NOT TO SCALE O8q_BERC2,DV+' SCALE: NOT TO SCALE 056_ACT_SUS_CEILING.D?ler a) 7 ,_ N c N -o ° QO o o-o o N O O D PROVIDE SIGNS WITH RAISED AND BRAILLE �� GOORD. CAP ELEMENT WITH DECOR o ,- l- aU) 2-0 o CHARACTER SIGNAGE WITH A HIGH CONTRAST TO VENDOR v J a `o a,v 0 :5,.- o THE BACKGROUND, ALONG WITH A WHITE WOOD BLOCKING SIMPSON STRONG-TIE r �'c EXTEND STUD Q BACKUP ON ONE o a.E.o c ��� 1-11---D_.:,•-.1.1 INTERNATIONAL SYMBOL OF AGGE551BILITY (I.5.A.) "HTG4" ® 48" O.G. _ ? SIDE TO UNDERSIDE OF ROOF o •` 0-�, cn" a Accessible Accessible 5/8" GWB EACH SIDE. SEE INTERIOR - f Q 6 °: - - L L ACCESSORY SYSTEM WITH ON A BLUE BACKGROUND, MOUNT ON THE TOILET ----------------10---- \\ - FOR DRAFT STOP AS ` i; a Entrance Entrance DESIGN DRAWINGS FOR FINISHES. CONT. TOP PLATE E • �'v °, LEVELING CONTROL ROOM ENTRANCE DOOR WALL ON THE LATCH SIDE NECESSARY ao ♦� --o C o •:,- OF THE DOOR. IF ADEQUATE ROOM IS NOT OR gm 4 „ " �, 1i/♦ „ ° ° c v a gl Aii PROVIDED ON THE LATCH SIDE OF THE DOOR, THE 2 I/2 X 2 1/2 STEEL TUBE @ 4-0 U •o o - ° v C a O-G. TUBE TO BE GORE DRILLED LATERAL BRACING STRUTURAL MEMBER OR U o �,cu' MONITOR BRACKET SIGNAGE IS REQUIRED TO BE PROVIDED ON THE W TO STRUCT. ABOVE ® - o L o o CLIPS TO ACCESSORY •• TM',Y �« STUD SPANNING BOTTOM 0 0 SYSTEM110 ait �q" MIN. NEAREST ADJACENT WALL. SIGN #353 SIGN *352 ` INTO SLAB. J t1} ,-' 0 a)a ° CBASE A5 SCHEDULED -•', 4-0 0-C. z CHORD 4'-0" O.G. a ▪ °' ° O 3 U C �� • '� ISA. SIGNAGE SIGNAGE SHALL BE MOUNTED AT 60" 1 BOTTOM OF GWB 1/2" ABOVE SLAB 5/8" TYPE 'X' GWB �. GLC. A5 N o �, o - A.F.F. TO THE CENTERLINE OF THE SIGN. EK OR PLYWOOD SCHEDULED o a • �1C� Y i �� ONE ACCESSIBLE DIRECTIONAL SIGN SHOULD POINT FLOOR FINISH A5 SCHEDULED BACKUP EACH SIDE T ..,s, - -,,::,:x ° E I. AWAY FROM THE INACCESSIBLE ENTRANCE, IN THE A5 INDICATED ON _ CONT. 2X FIRESTOPPING AT o Q `"' " _ SHORTEST DIRECTION OF TRAVEL TO AN ACCESSIBLE WALL SCHEDULE, -'�` 46. ° ° °7 u, EXTENT OF BACKUP (TVP). WOMENo 2 N.- C N INSTALLATION - ENTRANCE. THE EXACT MOUNTING LOCATION 15 NOT SHEET AI. ,n.�.L- o m= C .... U O U C W MOUNTING SUPPORTS SPECIFIED BY THE ADA. NOTE; SEE INTERIOR DESIGN BOTTOM 6" OF ❑ c C N ft uai o T O Ji- ANYADD ADDITIONAL INFORMATION ON GEMENT BOARD - SCHEDULED v ° °`ate DRAWINGS FOR HEIGHT, FINISHES 4 Ci N a O 'SECURE TO EXISITING STUDS OR 3/4 PLYWOOD BACKING `fl - THESE WALLS MIN 1/2" ABOVE u'_ G .o o L G 2'.0 0 SLAB . e a ® 45 ,,30 ° ° I REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS l a N 0 D rn 0 o 1 �, CD.2 u, 0 a 0 of. ,_,-, mZo iY H a-3 o C 61 yL-• CL w a DIGITAL MENU BOARD BRACKET DETAIL 15 RESTROOM SIGNAGE 1" DIRECTIONAL SIGNAGE PARTIAL HEIGHT PARTITION INTERIOR PARTITION « o N A4.4 A4.4 SCALE: NOT TO SCALE A4.4 SCALE: NOT TO SCALE 14.4 " 4.4 = W N w Li SCALE: I-1/2 =1-0 \ DIREGTIONAL_SIGNAGED SCALE: 3/4" = I-0Og2_PARTIAL_HT_PARTITION.D 3/4 -0 Ogl_INTERIOR_PARTITIONDY IG U, Li) L. . I.B.C. SECTION 1011 REQUIRES THAT EXIT AND EXIT o (J) cE cE 0 can ACCESS DOORS SHALL BE MARKED BY AN APPROVED LiS (Si. 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 c SIGN *415A BACKGROUND SHALL BE INCLUDED FOR ACCESSIBLE ___\/,___ o .4 / --- eT DOORS. _ EXIT SIGNAGE SHALL BE MOUNTED ON THE WALL ON -v\____ 5/5" TYPE 'X' G.W.B. (WATER RESISTANT) a - I THE LATCH SIDE OF THE DOOR WITH IS" X 18" GROUND 5/5" TYPE 'X' GYPSUM BOARD ✓� 0 CLEARANCE O.G. IF ADEQUATE ROOM IS NOT PROVIDED ON THE LATCH SIDE OF THE DOOR, THE QUARRY TILE BASE C 6" QUARRY TILE BASE a &, SIGNAGE 15 REQUIRED TO BE PROVIDED ON THE (TYPICAL IN KITCHEN) z II -- NEAREST ADJACENT WALL. (TYPICAL IN DINING) �y� \ _J 0 w EXIT DOOR SIGNAGE SHALL BE MOUNTED AT 60" A.F.F. \ b" QUARRY TILE BASE W ili 0 46 in 1t. TO THE BOTTOM OF TEXT OR CHARACTERS. THE 1.5.A. \ (TYPICAL IN KITCHEN) n o SIGNAGE SHALL BE MOUNTED IMMEDIATELY ABOVE THE QUARRY TILE \ -7 1- s cn u 4 EXIT SIGN. AT NON-ACCESSIBLE ENTRANCES, DO NOT (TYPICAL IN DINING) \ W o Li) ' NI INCLUDE THE INTERNATIONAL SIGN OF ACCESSIBILITY. \ fir' 0 o o �„ c} _ IT 15 RECOMMENDED THAT THE CENTER OF THE SIGN BE a SET NO CLOSER THAN I" FROM THE FRAME OF A \�� \ \ \ m 0.1 DOOR 50 A VISUALLY IMPAIRED USER WOULD BE f � IY co z z `�! / / / / / w z OUTSIDE OF THE DOOR SWING WHILE STANDING IN �� zzi a. a EXIT FRONT OF THE SIGN. W O u7 Y -1 w 6 0 ,. U -. H E" ill O A18-223 - ;i11502 0 z 12 TACTILE EXIT SIGNAGE ,� BASE DETAIL (DINING) ( BASE DETAIL (KITCHEN) 1:-, 4 4 . 4 \A4.4 SCALE: NOT TO SCALE TACTILE_EXIT_SIGNAGE.121.W`4'4 SCALE: 3" = 1'-0" Og6_BA5E DETAIL DININGDY_L.A4.4� SCALE: 3" = I'-O" Oq-f_BASE DETAIL KITGHEN.Dk G DETAILS V •. < < < < a 2X WOOD I/2' MAX. (TVP) ? 1 1 i ? m -" -" PARTITION PER SCHEDULE STUDS 54" MIN. •. TILE WHERE OCCURS TO MATCH '- 11--01 MOP WI-DER OS DM FIRE ALARM BRACKET TOILET ACCESSORY COAT SM.TOILET ---URINAL / • �""`�� ADJACENT '100'' ��l'fr1, 2 #12 SCREWS STROBE EXTINGUISHER FIRE I MOUNTING DETAIL HOOK SEAT COVER ----AUTOMATIC FLUSH CONTROL 42" MIN. MAX. •_ VI 'I TOP d BOTTOM 5TIF WOOD PRE-DRILL' Ol5PEN5ER Al ( o 0 0 -VALVE LOCK BY HARDER LOCK VALVE LOCK BY HARDER LOCK / • CONNECTED --mac (OPTIONAL -VERIFY WITH (OPTIONAL -VERIFY WITH 40' CONT. b"xi4' GA. CONT. 6"x14 GA. PLATE MIN. GONSTRUGTION MANAGER) GDNSTRUGTION MANAGER) , i 3/8" INSIDE RADIUS TO CONT. PLATE ' • PLATE 3 STUD BAYS mol I I/4'-I I/2' OA. 2X4 WOOD STIFFENERS PER ATTACHMENT ( 36" / MIN. / - STAINLESS STEEL TUBING CONNECTED TO CONTINUOUS PLAN-SECTION z rz 4" MAX. PROTRUSION W/ I/8' THK. X 3" 0PLATE A5 SHOWN FOR ACCESSORIES ? I Q I •• j FLANGES FASTEN TO tu o ' " 4" HIGHER THAN 21" 24" / 12" it •. • - BACKING PLATE AS REQUIRED _ v 48 CLEAR MIN. PATH OF i . �- MIN. MI o .. 2#12 F.H.5.M.5. o - - ! i /- Q t= Q O TRAVEL FROM FACE OF ACCESSORY - •c '. c i BACKING PLATE TOP d BOTTOM / �•� - (� SEE DETAIL OF 146A, PLATE wm - —, I ACCESSORY Q ; , C ff Al 11/2" PRE-DRILLy o L \ \ . t., „�" 0 ifi !� SECTION i'`� 0 • NOTES: m Q- m i- gi t III = m ) --- , I. PROVIDE BACKING PLATE FOR ALL GRAB BARS. t I i ty 0 - n c = z is ,,, • 2. USE *12 SELF-TAPPING SHT.NTL.SCREWS WHEN r xd 1.1:: z z z z t' • ____�\ ATTACHING ITEMS TO BACKING PLATE. x o a o a . [ V� G� v7 in tK • -' 3. WALL STUD FLANGES ARE CONTINUOUS. ', �.�— �- '• ' . 5 5 5 5 Q • 4. VERIFY LENGTH,HT.,LOCATION OF BACKING PLATE cLI 1 LI Uri r III..... ..... METAL SLEEVE • . AND NUMBER REQUIRED. tx Ll. J 5. BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS. Z z Z Z U v a a a �. ( TOILET PAPER DIS 13 GRAB BAR BACKING DETAIL IOS_GRAB_BAR_BAGKING \ '•-.--- f- -• — A4.5 SCALE: NOT TO SCALE ALL LAVATORIES MUST HAVE A cv C. `' SHELF SWITCHES RECEPTACLE THERMOSTAT SANITARY ELECTRIC TOWEL HASTE TOWEL COMBINATION FAUCET CAPABLE CHANGING { - NOTES: SECTION -``' --V\--:' 22" NAPKINS HAND DISPENSER RECEPTACLE DISPENSER d TABLE OF SUPPLYING WARM WATER I. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END CORIAN INTEGRATED—1/4. / DRYER ATE FOR A MIN. OF 15 SEC. K) c,. ,-- 1 POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL,AND GRAB BARS AT THE BACK BACKSPLASH/ 8' RECEPTACLE SHALL BE NOT LESS THAN 36" LONG. SIDESPLASH ! ,• / 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BEI-1/4" = MIN. I TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 3" x 3" x 1/4" N 3, IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL STEEL --- i - , t ( WALL-MTD i ' �" /J . AND THE GRAB BARS SHALL BE I-1/2". ANGLES @ „ut\ )► �, ilt in, I a '— SOAP DISP - I _� f -� / r 4. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY CENTERLINE ly SHARP OR ABRASIVE ELEMENTS. OF COUNTER, 8 a t t J ' MIN. / to �_ 5. EDGES SHALL HAVE A MINIMUM RADIUS OF I/8" SPAN ; / INTEGRAL. CORIAN `n 6V---_---------17_7' I '`5 6. THE STRUCTURAL STRENGTH OF GRAB BARS,FASTENERS,AND MOUNTING DEVICES SHALL EXCEEDS -_`-- + 1' LAVATORY 0 N..___ I 4 0 u- I vc`- - MEET THE FOLLOWING SPECIFICATIONS: 6'-0",BOLT ^'} } E I F ~ v } �-A. BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FORM TO DOUBLE t t U ) COMM VANITY TOP = z _ `�-'� ��f ii •/ -� THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE 16 GA. 2X4 FRAMING ' _ _ z w o STRESS FOR THE MATERIAL OF THE GRAB BAR. STUDS W/(4) /\ = cr ci _ _ 4 v - ADA-COMPLIANT z O t- _ I-- x B. SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 300-LB. POINT I/2"4' MB. T-- z UNDERSINK PIPING ? x in z m `' ri m t'- as O LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF PROTECTION OVER -' D n © 1id - `+ THE GRAB BAR OR SEAT,AND ITS MOUNTING BRACKET OR OTHER SUPPORT 15 �_- / PIPES(DRAIN 4 HOT ,, •, ••, / . CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR ' STRESS SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. WA LINE. �.:.ti _��- E 745_ , ADA-COMPLIANT UNDERSINK C. Sl EAR FORGE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATIONPIPES E SINK BOWL 10 RESTROOM FIXTURE & ACCESSORY ELEVATIONS PIPING PROTECTION - SEE 0 Lissi OF A 300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD SHALL NOT PROJECT OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, . BEYOND THIS LINE '�`4S SCALE: I/2" = I'-0" PLUMBING v WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. - - _ wastalita` D. TENSILE FORGE iNDUGED INA FASTENER BY A DIRECT TENSION FORGE OFA 1 b" aat WALL COVERING AS 250-LB. POINT LOAD,PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A SCHEDULED y % 300-LB. POINT LOAD,SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD MAX. ADA REQUIRED CLEAR FLOOR SPACE:- ADA REQUIRED TURNING --- ADA REQUIRED CLEAR FLOOR SPACE, -- ADA REQUIRED CLEAR FLOOR SPACE: Letesi BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. FRONT APPROACH PUSH SIDE. SPACE MIN.60" PIA. 36' WIDE X 45" DEEP HINGE APPROACH PUSH SIDE E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. WIDE X 48" DEEP 42" DEEP X 58" WIDEim ,�, GRAB BAR DETAIL 14 SECTION LAVATORY 12' MIN. AT LATCH. 22" MIN AT HINGE. a 5'-6" O'IIN) 1'-I" 3'-5 1/2" 1 ,A4S SCALE: NOT TO SCALE 101_6RAB_BARDWG �A4S SCALE: I" = I'-0" I12_LAVATORY_SECTIONDWG 4' / / Cral LL RESTROOM ACCESSORY SCHEDULE (31-0" MIN) ITEM(SEE NOTE 2) MANUFACTURER MODEL * SUPPLIER BACKUP SUPPORT(SEE NOTE 3) - =4-17 Q ovw-° o � ° ` (RR-0I) GRAB BAR 42' BOBRICK B-6506X42 HUGHES SUPPLY(566) 310-3516 (I) 2X65 4'-0" LONG NOTES: �' }'- a 0 `o 0 c u 7 MCDCOORD@HAJOCA.COM CENTER MOUNTED ° 1 o a: o aa* ` ym > > o. o oN1, • 00o HUGHES SUPPLY(666) 310-3516 (I) 2X65 4'-0" LONG I. SEE 10/A4.5 FOR ACCESSORY o L ° •m" o c (RR-02) GRAB BAR 36" BOBRICK13-6606X36 MOUNTING HEIGHTS. __ _ _- .---- ° o „ 3 4) ° MCDGOORD@HAJOCA.GOM CENTER MOUNTED 1 1y ' I 1 is - _ 0 -0) N m 2 I _ HUGHES SUPPLY(866) 310-3516 (I) 2X6`5 4'-0" LONG I -1 ` , - ,'r ��., - d "^ a �, N" n (RR-03) GRAB BAR 24" BOBRICK 8-6806X24 MGDGDORD®HAJOGA.GOM CENTER MOUNTED 12• SELECT ONE ITEM FROM(�-O6) �� " ° _ o TOILET TISSUE DISPENSER, HUGHES SUPPLY (866) 310-5516 FRAME WALL OPENING PER *(RR-01 d PRY-- )AND ONE ITEM 6" FRONT 4 SIDE TOE CLEARANCE. �.. (RR-0 WOMEN'S `t oo v '� Eo (2R-04) BRADLEY 5424 ) I I `: o °15, a JUMBO,SURFACE MOUNTED MGDGODRD@HAJOCA.COM MFR. RECON. FROM -12) 4 (RR-I3) DOOR SWING ALLOWED. NO OTHER RR-15 / 103 N o ;y, `SANITARY NAPKIN RECEPTACLE HUGHES SUPPLY (866) 310-35'16 VERIFY WITH AREA CONSTRUCTION ALLOWED BELOW % 8 ° r(RR-05) BOBRIGK8-354 - CONSTRUCTION MANAGER q A.F.F. - uo ;0:1 oRECESSED (OPTIONAL) MGDG04RD®HAJOGA.GOM N 1 = v , ° c(RR-0b HAND DRYER,ENERGY CI ICIENT WORLD DRYER L-g1I HUGHES SUPPLY(566) 510-5516 FRAME WALL OPENING PER ` ' i I-O' t i7R-p8� I " N • °} MODEL ADA,ALUMINUM BRUSHED SLIM DRI MCDCOORDDHAJOCA.COM MANUFACTURER RECOMMEND'N 5. CUT BACK-UP SUPPORTS ADA REQUIRED CLEAR FLOOR tiy '' + / ' ocu "' ooBETWEEN STUDS 50 FACE OF SPACE FOR FLOOR-MOUNTED J �, „ ° ° N(RR-01) HAND RYER,ENERGY C'L"1GIENT DYSON AIRBL.ADE V HUGHES SUPPLY(866) 310-3516 _ ” _____„-,�� - �� r r I t�}IE: o °MODEL,ADA,SPRAYED NICKEL MCDCOORD@HAJOCA.COM SUPPORT IS FLUSH W/WALL STUD. WATER CLOSET 60 WIDE X 5g r---1�• ° u..co woiTOWEL DISPENSER 4 WASTE RECEPTACLE HUGHES SUPPLY (866) 510-3516 DEEP MIN. I -' \ • (RR-0$) COMBINATION,RECESSED(OPTIONAL) BOBRIGK B-3g14MCDGOORD@HAJOCA.COM - 4. SANITARY SEAT COVER 4. _ \ Q - �\ (RR-II `- 7' + C o ° HUGHES SUPPLY(866) 310-3516 DISPENSERS TO BE PROVIDED - \ - J (RR-04) MIRROR,CHANNEL FRAME BOBRICK B-I65 2436 - A5 AN OPTIONAL ITEM. MOUNT ? MGDGOORD®HAJOGA.GOM ��� (LAV-1)-t ." j u j a s- o w C SOAP DISPENSER, COUNTER MOUNTED, - RR-01 _ _ - o r a�, L iD �� PER 10/A4.5 AND VERIFY WITH \\\\\\\\\\\\� �\`~�`, {�-�) f i I 2,-Dp I N�' c 11 L. HUGHES SUPPLY(866) 310-3516 �-t - c ` E (RR-10) b' SPOUT(OPTIONAL) BOBRICK 5-82216 MODCOORD@HAJOCA.COM - MCDONALD'S CONSTRUCTION ' � I I \ ® i ' ADA REQUIRED CLEAR 020 . ,_- 118 MANAGER. RR-04 .. (MIN) FLOOR SPACE 0 o - o (0 ,0-0 HUGHES SUPPLY(8661 310-3516 -� \ i ol .c..- °,:- RR-II ) SOAP DISPENSER,WALL MOUNTED BOBRICK 8-2112 - = z_ _ r :?.r c ° ( - ( + - LATCH APPROACH,PULL MGDGOORD®HAJOGA.GOM RR-03 RR-04 RR-15 \ L ° HUGHES SUPPLY (866) 310-3516 FRAME WALL OPENING PER `t _ SIDE. o ° o o ° BABY CHANGING TABLE, _ +r \ e � � ° ° .�(RR-12) HORIZONTAL,RECESSED,ADA COMPLIANT KOALA KARE KBIDO-NOTAMGDGODRD@HAJOGA.GDM MANUFACTURER'S REGOM. `r \ a1� \ _ _ - 54" DEEP X 60" HIDE �'�.�;1)3 "=BABY CHANGING TABLE,HORIZONTAL, HUGHES SUPPLY(566) 310-3516 FRAME WALL OPENING PER - (INC-2) a: o S iu �,' • 'fl \ , 24" MIN AT LATCH. y o oU °v ALL STAINLESr.,+ MCDCOORD@HAJOCA.COM MANUFACTURER'S REGOM. th \- �- .3 c �, .J(RR-13) I zEGESSED,ADA COMPLIANT, KOALA KARE KBI10-MORA n- -- \ •s� L� - ° �u RR-02) \ (RR-14) DIAPER CONTAINER(OPTIONAL) ( - BY OWNER - \ SEAT COVER CRIED SUPPLY(866} 310-3516 ____ \\\\ \\\\\\\ \\\\\\\\\\\ n 2-0 o 0ILLj o D a (RR-15) CLOTHES HooK BRADLEY ql1 - r _, ._..-._ \ - -----r--sem--- mMGDGODRD®HAJOCA.COM , ,:v WN ,� �; c�FRAME WALL OPENING PER SEAT COVER DISPENSER \\`,.,\ ���Z(RR-I6) TOILET PARTITION BRADLEY -PHENOLIC GORE BY INTERIOR DESIGNER \ \ �- ���\ \ (MIN) T z§ ` F G' Li I— _ MANUFACTURERS REGOM. \ \ r - w w Q c.L. N _ 3- \ r -" jr - v _--- \ I 0 to w o En PLUMBING FIXTURE SCHEDULE _ �N _ - NRR-O2) \ _ _Z 2'{6" \i'-3' ; ,-�-� ® '`. `..1 ITEM MANUFACTURER 4 MODEL * WATER USE ACCESSORIES COMMENTS NOTES: `i (1^40-2) \ I ,y {RR-(RR1., - z - MIN HOLD/ (LAV-I)- 1L ' ( F-1 ) FAUCET FOR LAV-I TOTO TELI05-DIOE (O Oq FAUCET OPERATION: z 0.2 GPMZ m n ' I. PLUMBING CONTRACTOR SHALL COORDINATE � --�- � � ( RR-II t \ mr- 10 SEG CYCLE) WITH G.G. TO PROVIDE BLOCKING FOR PROPER 12 24 (MI r ` } i" SENSOR Z. " " RR-03 ' 5' VINYL HOSE WALL HOOK FAUCET OPERATION: URINAL SUPPORT. ';l N ! , RR / RR-04 s 1 1♦ 1 -Of3/ '5 ( F-2 ) FAUCET FOR MOP SINK ZURN Z843M4 1 P"i MAX MANUAL 2. PLUMBING CONTRACTOR SHALL PROVIDE GRID 6" (MINA RR-0I `r i Ni1/l o` DRAIN,P-TRAP AND VALVE STOPS FOR ALL ! i RR-12) \ MEN'S i FAUCET: F-I SINKS AND LAVS. i^ 1 (1M-15)\ 1/41/4 I 104 I �a. ' TRUEBRO LAVGUARD2 SEE NOTE 2 I'. 1/4 L_ __ j r c� (LAV-I) LAVATORY TOTO LTIgIG MODEL *IO2-E-Z 3. PLUMBING CONTRACTOR SHALL COORDINATE I i --�"---4 RR-06) l; z CORIAN COUNTER BY G.G. WITH G.G. TO PROVIDE BLOCKING FOR PROPER I - r r -- - ---� � .�� ! ADA REQUIRED CLEAR FLOOR , , FAUCET: F-1 SINK SUPPORT. ,\ I I` - _ t'1 "' SPACE FOR FLOOR-MOUNTED ' fi C� u o WALL-MOUNTED �� I-PNGUARD2 4. SEE KITCHEN DRAWINGS FOR ADDITIONAL WATER CLOSET 60" WIDE X 54" \ (LAV-2) KOHLER K-2084 - MODEL #102-E-Z SEE NOTE 2 I I I � a W LAVATORY INFORMATION - PLUMBING CONTRACTOR SHALL DEEP MIN. I " _ CORIAN COUNTER BY G.G. COORDINATE INSTALLATION WITH K.E.S. 6" FRONT d SIDE TOE CLEARANCE. 5�-6" `t 't'-I' I 14 3'-8 1/2" r� �U Q L'i TOTO FLUSH VALVE: FLUSH VALVE OPERATION: DOOR SWING ALLOWED. NO OTHER 4 0 Lu nap UR-I UT445U #01 TOTO TEUIUNI2#GP OR SENSOR, SEE NOTE I 5. PLUMBING CONTRACTOR SHALL SPECIFY (MIN) r O ( ) ADA WALL-HUNG URINAL ZURN Z1RG203-ULF-LL CONNECTION MATERIAL/TYPE WHEN ORDERING. GONSTRUGTION ALLOWED BEL A.F.F. ( z .3 L, 1 N 3'-0" MIN) " I.P.S.,TOP SPUD ZURN 25155 0.125 6PF 3/4ADA ROD CLEAR FLOOR SPACE- - ADA REQUIRED CLEAR FLOOR ADA REQUIRED TURNING ADA REQUIRED CLEAR FLOOR SPACE CO ' # �; TOTO GT=IOSEN *01 FLUSH VALVE: FLUSH VALVE OPERATION: FRONT APPROACH,PULL SIDE SPACE 30" WIDE X 48" DEEP. SPACE MIN. 60" DIA. HINGE APPROACH, PUSH SIDE w `-' tY E u `' `-' 5 ( -1 ) WATER CLOSET TOTO TETILN32*CP OR SENSOR SEAT: 60" DEEP X 54" WIDE ZURN ZTRG200EV-LL BEAMIS MODEL 2155CT 42" DEEP X 58" WIDE `� v E. .' 18" MIN AT LATCH. 22" MIN AT HINGE. `� C" ZURN Z5655 126 GPF I' I.P.S., 1 I/2" TOP SPUD :?3 -223 - #11502 TOTO GT'ID5ELN #OI FLUSH VALVE: FLUSH VALVE OPERATION: ADA IIDEREQDECLEP FLOOR SPACE, 36" WIDE X 45" DEEP z' (vrG-2) ADA WATER CLOSET TOTO TETILN32#GP OR SENSOR`SEAT: r ENLARGED PLAN - R ESTROO M S '- ZURN ZTRG200EV-LL BEAMIS MODEL 2155GT 12 ZURN 25665 1.25 6PF 1" I.P.S., 11/2" TOP SPUD A4•5 SCALE: 1/2" = I'-D" ADA DETAILS a a a a 0 IIIII >- u_ U 1 t L co EXISTING ROOF STRUCTURE, TYP. ROOF DECKING MODULAR FRONT Y x Y' 1/2" PLYWD. GU55ETT EA. SIDE COUNTER FURNISHED i _ DBL 2x4 FLAT IN/10d NAILS @ 12" O.G. 1-5/S" UNISTRUT 12" O.G. 2 ROWS BY DECOR VENDOR 4'-0 !/4" 4-0" STAGGERED ATTACHED TO E i MN (2 ROWS STAGGERED) .- BOTTOM CHORD OF ROOF JOIST Q / e Q / I x lz • I w ^ (2 MIN) \ x >. B.O. TRUSS O 1. lc- I-5/S" UNISTRUT ATTACHED _ ELEV. VARIC• Id v / TO 1-5/8" UNISTRUT POST I .._ . �% ti GYP. BD. DRAFTSTOP 1 BASE. CURATED VIEW -` CURATED VIEW ., (SEE C�HCCT AI.O FOR LOCATION) zCONNECT TUBE STEEL z PANEL PER PLAN. ) PANEL PER PLAN. i 2x4 DIAD. BRACING 45" O.G. _____,--- BRACKET TO PLYWOOD WITH G I NEW TILE OVER I/2" CONT. 2x6 Y• I -T •- :1 - (4) 1/4 ZINC I" BOLTS. a. — --�`c GEMENT BOARD OVER 2x4 VERT. STUDS @ lb" O.G. E v' 'V 1/2" PLYWOOD 1 �� _; 3/4" PLYWOOD BACKING 4 �I I > ° demur j z OC W - .! .� w u� ro„Roa su NEW VALANCE - ALIGN WITH 4 CEILING AS SCHEDULED a v CEILING AS SCHEDULED ISI ISI z v RUNNER CONDIMENT z v NEW DIGITAL MENU BOARD N zt Q CENTER I ' Q WALL F.R.P. OVER 1/2" PLYWD. EXTEND 6" z ! CURATED VIEW PANEL PER 1YiL1 �L - \ l FLOOR PLAN 2X4 VERTICAL STUDS 'kms GLC. LINE / rILUIN E > ""`,.., Irmo > CURATED PANEL MOUNT DINING ROOM TILE QUARRY TILE La L_Ii EXISTING MENU VALANCE TO REMAIN tr I b O.G. \ z z CONT. 2x4 PLATE PROVIDED TO G.G. BY 54D A5 SCHEDULED z z z z z Q ry �' HLZ FN_Z \ t ;1-,_ j‘ L.Nmi--1-1 H o iti z •o . " . . _ w z B.O. SOFFIT VENDOR a to ews e.cs tau .cs c.c.s e+cs ILI u O O O d r m m �=�- - z - 5 i z r� D. TRIM PER INTERIOR 6-8 A.F.F. � > > � a 1 WI BM STORA+6� DESIGN Cr c d Q �X eft itTMs 11 r.IPL T.Y. II IA' Q w w w w (a_ 1 , nF} }(yrl+ id O O o o w `n �1 VALANCE SECTION CURATED VIEW PANEL INSTALL DETAIL I MODULAR FRONT COUNTER SECTION CO CO CENTER ISLAND 11 r �` " \ ... A4.b SCALE: I I/2" = I'-O" 4-O 4-D �1 MENU_VALANGE.DNtk. SCALE: I"=11-0" 5AM_VIEWPANEL_DTL.D1A, _ SCALE: 1"=1'-0" •. N Q r.:.-.), :J 0 d 0 1%. - 12 A4.6 I w r2" �-- I 1 I 4'-21/8" 3'-O" 2'-I3/4" 5 1/2"- �: ' LAMINATE PER INTERIOR DESIGN l (3'-0" MIN.) 1 I� CURATED VIEW PANEL ELEVATION , A A4.6 SCALE: 1/2"=1'_011 DIGITAL MENU BOARD \\\\\\\\\\\\\\\\\\\\,i\\ \\`�` � 1,\\\\\\\� \---z.-11/l'IL+L 2 L PORTRAIT WALL MOUNT - \,�-1c �` �— COORDINATE INSTALL WITH r MODULAR FRONT 411 LOUVERED z MANUFACTURER'S INSTALLATION n 1 - I COUNTER BASE UNIT M REQUIREMENTS. i r BY OTHERS. RETURNIN \ 1 3-4 - \ CENTER OF ORB ALIGNED WITH CENTER LOW PROFILE RECESSED STARTING POINT FOR MEASUREMENT > '� \ I MODULAR FRONT OF PICK-UP SHELF - PROVIDED BY DIGITAL MENU BOARDS OF PLACEMENT OF INDOOR DMB 4 COUNTER BASE UNIT OTHERS RECESSED FRAME z tiiiS1 = ,� \ I DECOR ELEMENT Z `J LAMINATE PER INTERIOR DESIGN \ I RELOCATED .:. (34" AFF MAX) P.M 1 RECESSED I = \ PORTRA 1 TT } ti - _ WW "! L - ! , 2Xb WALL ice[ I DIGITAL MENU LIJ F� N. \ I BOARDS. V CONSTRUCTION TRIM PER INTERIOR DESIGN,TYP, •I ORDER \ I I = Ci READYI I TILE OVER 1/2" CEMENT BOARD \ iI BOARD MENU MENU MENU MENU MENU = — ' A4.6 - mail _ i TTI U11 I s, ------"EF,--, o z = I ' -________i J 31-4"ILI D RECESSED MENU BOARD SECTION IrQ EQUAL EQUAL i- z SCALE: I f/2"-1'-0" I Q BAKED is `_n } A4.6 w �+ , GL '< 2 GOOD to I 4 a i "___ 4H - . CASE 0 1 / o o I 4 n 0 N C N .fl z - � '-- \I Ir_I I/ , I A4.b Q ♦ ♦ II o o N ,7 0 - 11 I J O N �O ° x PICK-UP _ 4 3/4 a o w ILI `0 SHELF p o �f I I t o J o a o C C "0m a, E .,(x CD n " 10 I/4" \ I MbCi 7 n •• ° 'a �" a •N \ i V UC :4-) ymaUi TILE OVER 1/2" GEMENT BOARD " o"1-d.),,z":"� �_--- — — i 1 or r std 90 v 2E-° °'o PICK-UP ORDERING - - IVi rII /� Vm 43 o . o . ;rBAKED GOODS CASE SHROUD � I I � r + '�. . N+. Uya ° MODULAR FRONT COUNTER 1.5 - BASED ON MU=G 1.5 MATRIX PROVED BY 54D VENDOR .� _ - t, i ._ c - - � `� r r o�� °-T- o °c �e / -' - TRIM PER INTERIOR DESIGN, TYP. I -0 Z -c`vI MODULAR FRONT MO o °._,, E a c PER PLAN ` - ;I - COUNTER BASE UNIT c U o a °E N iti - RELOCATE BY OTHERS. ° J o p a ' ORB TO BE ° °' CENTERED W/ ° G ` PICK UP SHELF (34" �. - co 0 1n o m ,o o IS MODULAR FRONT COUNTER ELEVATION PICK UP 4- v m ° " °' CO >� AFF MAX) a ,.N .� U A4.6 SCALE: 2 1/2"=11-011 _ N- w= C il \ COUNTER E Q U7 L ` \ ° ° ch 7 O o, U - LAMINATE PER INTERIOR DESIGN 1 o,u c•- o t Q-°o C 1. 'S a C a�.c o z `� ❑ o °O Q ' a >. G+:''-0 to C CL, —, ° "gg �, 00 _ NEW VERTICAL CBS a, 8-,...- ` WALL _. o of ait � ra�wC+- t�... 51-10 1/211 CI DIGITAL MENU BOARD RELOCATED SHAKE f ALIGN VALANCE WALL FINISHES WITH ACCENT WALL FINIGFICS. PROVIDE 0... MACHINE # V.I.F. 1- ,_ r 1 10 1ci I MGFLURRYIBLENDER m o �' o CONTINUOUS 1/2" CEMENT BOARD OVER 1/2" PLYWOOD ALONG ENTIRE A4.4 \ = 1 I VALANCE/WALL FOR TILE AND MENU BOARD INSTALLATION. A4.6 \,,.._,45,4_;4y �. ? w �? n �/ ] OJ BRACKET 1Y KES .r0 GLS- �: t N � WLLJ � aw - _.. _.-.- --_ + �, O > ‘� '� N cn oto v> _ 1 �- ._._. .� B.O. CEILING, _ - ea_ �_ GCC RCP = �� ISTING MENU - - — -- - _ I �y PEERLESS SMARTMOUNT PORTRAIT -I VALENCE - 1 1 a. -^ _° Ft,. �� - WALL MOUNT. COORDINATE INSTALL a6'-8" AFF TO 1;; X. ; n- I •.,1 rlUarl ' 9 WITH MANUFACTURER'S INSTALLATION REMAIN I. - LAMINATE PER INTERIOR W ° figli . : i� ' E, '� ' I1 rl#.` DESIGN REQUIREMENTS, ( > ' .I . , I «; 1t q 1 42.,-- : , ;-1 ..r_ `t,--._-" -4. . . 1 2X4 BLOCKING @ Ib" O.G. AT RECESScK III II 11" II"IPI I �� - A4.6o 4 TILE PER PLAN CL\ .-- r� O E! ,1 i INTERIOR DESIGN - - a _. 1 I IS j TYLE PER RCP d _ �/ TRIM PER INTERIOR - - INV Li INTERIOR DESIGN �' DESIGN,TYP. - I / '1/ (2) a AftL z - --- r I NEW MENU VALENCE `-• W o 11 i �„ A4.6 INTO EXISTING �b' i" # OI ; - - Q v"'i �s ui CURATED VIEW 2X6 WALL CONSTRUCTION w 0 D o PANEL PER I _f z v PLAN / — i _ J w cn - -- -6*-� Lv o a a —i t _ Z CL O p I_I ■ I ■ 1 an ¢ c0 W � w � CL 0 ,. \� `CURATED PANEL AT I � � � � HLS/HLZ • LY LO cn 21111 ll \ I j. j. ! � zz r.0. FINISH FLo01 - I I j I I a a (\ ci I (X) w ELEV. + O'-0 m I L - - L J I Y o r�� CC ix D w L c I I orJ w m up - EXISTING EQUIPMENT I� QUARRY TILE DOVE BASE _f Liki _ 0,1 C.D o ca m n up PER INTERIOR DESIGN - - - • - - - - r :1 - - I- 11 A18-223 - , 1 502 _E I II II I Iq MF ELEVATION - FINISHES 12 RECESSED MENU BOARD PLAN ENLARGED PLAN L / 1 III< C 8 ■ I II II II II I : 9 �A4.6 SCALE: 2 1/2"=I'-O" �A4.6 SCALE: 1 !/2"=1'-0E1 A4.6 SCALE: 1/2" = I'-O" V , I I I I I SAM DETAILS (STOREFRONT 4 ENTRANCE SYSTEM) GENERAL DOOR NOTES: DOOR#I - ADA STALL < i <I i > I. 2 EA. HINGE 1250 4 I/2 X 4 I/2 U526D HAGER I. ALUMINUM FRAME,THERMALLY BROKEN WITH HEAD RECEIVER CHANNEL;FINISH TO MATCH 2. EA. HINGE BBI2?q 4 V2 X 4 1/2 US26D HAGER I. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. EXISTING STOREFRONT SYSTEM. 2. THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 2. I" INSULATED GLAZING - SEE EXT ELEVATIONS FOR LOCATION OF SAFETY GLASS(*). 3. EA.DEAD BOLT 3215(MODIFIED) 626 HAGER LBS. 3. PROVIDE FLASHING AT HEAD $ SILL - CONTINUOUS SILICONE SEALANT, INSIDE AND OUT AT 4. EA. PULL PLATE 5GFG 2 I/8 U532D HALER 3. THE OPENING FORGE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 5. EA PULL SH-OLP-G6--5--16-1000 STRONGAR HARDWARE IA PERIMETER OF WINDOW FRAME. LBS. 4. PROVIDE 2-PIECE METAL GAP ® SILL 6. EA. ROBE HOOK q32 BRADLEY 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS AS NOTED ON THE ....i5. CORIAN SILL AT INTERIOR PER INTERIOR DESIGN DRAWINGS. W 1. EA.DOOR STOP 236W U532D HALER W DOOR SCHEDULE 2) 6. VERTICAL GLAZING: ASSEMBLY MAX.U-FACTOR,U-0.38. ASSEMBLY MAX. SHGC 0.40. °° DOOR*PIA - STANDARD STALL _J 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING Q 1. ENTRANCE DOORS: ASSEMBLY MAX.U-FACTOR,U-0.60.,ASSEMBLY MAX. SHGC 0.40 < I. 2 EA. HINGE 1250 4 1/2 X 4 1/2 U52617 HAGER OR TWISTING OF THE WRIST TO OPERATE. 2. I EA.HINGE 13Bl21 4 1/2 X 4 1/2 U526D HAGER 2) b. ALL NEW STOREFRONT $ DOORS TO HAVE FINISHES THAT MATCH EXISTING W 3. I EA. DEAD BOLT 3215(MODIFIED) 626 HAGER Q STOREFRONT FINISHES 4. 1 EA.PULL PLATE CAO CFC. 2 I/8 U532D HAGER(STALL SIDE) ?. SEE ELEVATIONS WALL SECTIONS 5. I EA. FULL SH-OLP-G-S-I6-1000 STRONGAR HARDWARE W z V6. i EA.ROBE HOOK q32 BRADLEY I MARK DOOR FRAME o r) MARK TYPE SIZE (V.I.F,) NOTES LL ?. 1 EA. DOOR STOP 236W U532D HAGER MATERIAL SIM TYPE MAIL. SIZE `= v f 0 WI A V-4 1/2"(W) X 14'-q 1/2"(H) MATCH (E). GLA55 d STOREFRONT FRAME SYS.FINISHES <:( DOOR#2 - DOUBLE ENTRY DOOR I S.G. WOOD W!LAM 3'-O' 8"X 4'- X 13/4" A H.M. 2" JAMB $ HEAD I. IEA. LEAF CLOSER LGN 4021 X IS w 1^12 C 32'-I3 I/4"(11) X 8'-IO"(H) MATCH(E).GLASS $ STOREFRONT FRAME SYS. FINISHES 2. 3 EA. LEAF HINGES OFFSET PIVOT ANSI - A-156.4 GRADE I;PROVIDE EXPOSED PARTS �� IA S.C. WOOD W/LAM 2'-0" X 4'-8" X I 3/4" A H.M. 2" JAMB d HEAD 0 QW3 A 5'-5"(W) X I4'-q I/2"(H) MATCH(E).GLASS $ STOREFRONT FRAME SYS. FINISHES OF CAST ALUMINUM ALLOY,AS SUPPLIED BY DOOR MANUFACTURER L . 2 ALUMINUM. 6'-0" X 1'-0" X I 5/4" C ALUM. SEE NOTE 1 3. 1 EA LEAF PULL HANDLE ROCKWOOD MFG MODEL: RM3301. SIZE: 1 I/4 DIA. CTG: 61-0". Q W4 B 8'-0"(1N) X 8'-10"(H) MATCH(E).GLASS 3 STOREFRONT FRAME SYS.FINISHES O FINISH: CLEAR ANODIZED ALUMINUM. MOUNTING: TYPE I HD - THRU BOLT HEAVY DUTY 3 �1 3'-0' X?'-0" X 1 314" B ALUM. SEE NOTE 1 Z 4. I EA LEAF PANIC HARDWARE ADAMS RITE MFG. CO. 5600 SERIES WITH OUTSIDE w W5 D 4'-0"(W) X 5'-0"(H) MATCH (E). GLASS # STOREFRONT FRAME SYS. FINISHES 0 CYLINDER 0 4 ALUMINUM. 3'-0" X 1'-0" X I 3/4" B ALUM. SEE NOTE 1 o z c� o cp s (FINISH TO MATCH STOREFRONT) 0 5 ALUMINUM. 3'-0" X ?'-0" X 13/4" B ALUM. SEE NOTE ? i.-7) 4' L' 0 5. I EA THRESHOLD NATIONAL GUARD PRODUCTS, INC.SADDLE TYPE THRESHOLD 325,12" w w w w' w WIDE X I/2" RISE(ADA ACCESSIBLE). r `` U 6. I EA WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED cr a_ cc c STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN Z W w ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET 0 0 6 0 WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/THRESHOLD. 1. 1 EA SIGN MOUNT ONTO DOOR,TO READ "THIS DOOR MUST REMAIN UNLOCKED WHENEVER °' =' CT) °' THE BUILDING 15 OCCUPIED/DURING BUSINESS HOURS.' ...r- •.• ••M.• •MEI II WI.4DOOR*5 - k r;-,ENTRY DOOR ` - o ,t PER SCHEDULE I. I EA.CLOSER LCN 4021 X IS OPEN ABOVE - I' MIN. 2. 3 EA.HINGES OFFSET PIVOT ANSI - A-156.4 GRADE I;PROVIDE EXPOSED PARTS OF 17---- N - I y 1 CAST ALUMINUM ALLOY,AS SUPPLIED BY DOOR MANUFACTURER. I I 3. I EA LEAF PULL HANDLE ROCKWOOD MFG MODEL: RM330I. SIZE: I I/4" DIA.CTC: 6'-O". I'j `� WOOD DOOR(SALVAGE i t2 FINISH: CLEAR ANODIZED ALUMINUM. MOUNTING: TYPE I HD - THRU BOLT HEAVY DUT)". li I EXISTING IF POSSIBLE - / 4. I EA. PANIC HARDWARE ADAMS RITE MFG. GO. 5500 SERIES WITH OUTSIDE CYLINDER I VERIFY W/AREA '. u; (FINISH TO MATCH STOREFRONT DOOR) / 1 11 CONSTRUCTION MANAGER) 9 y 5. I EA.THRESHOLD NATIONAL GUARD PRODUCTS, INC.SADDLE TYPE THRESHOLD 525,56" m WIDE X 1/2" RISE (ADA ACCESSIBLE). W6. I EA.WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED OPEN BELOW - I' AFF MIN. SPANDREL STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN -- - GLA55 ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET W 1iiC >-" u= WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/THRESHOLD. Cl. A > 1. I EA.SIGN MOUNT ONTO DOOR,TO READ "THIS DOOR MUST REMAIN UNLOCKED I- kWHENEVER THE BUILDING IS OCCUPIED!DURING BUSINESS HOURS." 'n DOOR #4 - PLAYPLACE EMERGENCY EXIT I. I EA.CLOSER LCN 4041 X IS M W 0 __ 2. 3 EA. HINGES OFFSET PIVOT SET GRADE I CAST ALUMINUM ALLOY,A5 SUPPLIED BY LL _ us // DOOR MANUFACTURER. 0 3. I EA. PANIC HARDWARE ADAMS RITE MFG. CO. 8800 SERIES (EXIT ONLY) (FINISH TO 0 u Z MATCH STOREFRONT DOOR) 4. I EA. THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325,36" FINISH TO MATCH EXISTING > WIDE X 1/2" RISE(ADA ACCESSIBLE). tl 5. I EA.WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED4 :..'. I STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN * ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET 11 i-1/4" TEMP. WEATHER STRIPPING IN DOOR RAIL ADJUSTABLE FOR CONTACT W/THRESHOLD. / GLAZING ` "k 6. I EA.ALARM DETEX MODEL NO EAX-500 Y EU] DOOR*5 - DINING EXIT DOOR al I. IEA.CLOSER LGN 4041 X l8 A 2. 3 EA.HINGES OFFSET PIVOT SET GRADE I CAST ALUMINUM ALLOY,AS SUPPLIED BY "..":' DOOR MANUFACTURER. B i ,�oItli 3. 1 EA. PANIC HARDWARE ADAMS RITE MFG. GO.5500 SERIES(EXIT ONLY) (FINISH TO MATCH STOREFRONT DOOR) 4. I EA. THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 525,36" `T) a 0 -Isa o WIDE X 1/2" RISE (ADA ACCESSIBLE). a a• 0.. C PER SCHEDULE 5. I EA. WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED <'' 0 o 0 0 Q t it / STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN Da a0 aa) 0 N ,, >> 10 0 2 d.di i 0 61-4" 11-8" ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET L = v `' 1 / WEATHER STRIPPING IN DOOR RAIL ADJUSTABLE FOR CONTACT W/THRESHOLD. 0 �° v a; 0 ii c O 0 4) 3 2 Cew �`�` tica • fl • a,I_ " *, I �' pQ L ai r °.� , FINISH TO MATCH EXISTING c ' °o.2 a v ° 3o�J / * * . QU o w - U�� 0C a.a. 0 c 0L U ..O N OU Ct 10111) --, CL0.0+, i4 W 1/4" TEMP. vi v 0 o a CO c..• -. o C 0 i - -- i) 7 CO-E- 0 N Q `r- GLAZING 00.� X._. * •�« C Q t U Q 0 , :y 0 47 O U '0 O U L E B O / Q c"' N 7 O �' V a) v, a 2-m1 wcav 32'-1314" O 2 010.000E L 3 E3 -0 VS.' LOU)C / i w .' '.5' a, Sv0 Er N E. = a) rn U U EQ. EQ. EQ. EQ. EQ. Lc a_ a) d.-. L' a) Z a) I- Ci 3 w C+L.• 4U)+t•• iil t >- a <- �, w CI.) a 0 0 5 - wN w ' N rt G G w a w --� , U) to 8 Ohi E c) hi411 0) CL 0 . v 1,--- _0 c.) >- G z 0 LU W Fr) o O a U) 0 zU PER SLE ) v Jo 7-3 C' le it , i , �� U u i 7 Q LU Lr r 4 J W - 7-1;// ► o J < v II LL , uJofY ii? _ 1- ( ' * / * itC\3c) wu J V) COm vrti; ;;?18-223 - #11382 ci r A6 . 0 4 i A if) SCHEDULE D STRUCTURAL NOTES WOOD FRAMING 11- IL LL IL o 0 0 o m CONCRETE REINFORCEMENT GENERAL REQUIREMENTS REFERENCE STANDARDS:Conform to: SPECIAL INSPECTIONS:In addition to the inspections required by OSSC Sec 110,a Special Inspector shall be hired by the Owner as an REFERENCE STANDARDS:Conform to: (1) OSSC Chapter 23"WOOD." BUILDING CODE&REFERENCE STANDARDS:The"Oregon Structural Specialty Code"(OSSC),2014 Edition,as adopted and modified by the City independent third-party inspector to perform the special inspections per OSSC Ch.17.Special inspections shall be performed by an approved testing 'Reinforcement (2) NDS and NDS Supplement-"National Design Specification for Wood Construction." agency as outlined in the Special Inspection Schedule,the contract documents, (1) ACI 301 Standard Specifications for Structural Concrete",Sec 3 and Reinforcement Supports.' PP 9 P of Tigard,governs the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from 9 Y P P and/or the project specification.Special Inspectors shall meet the (2) OSSC Chapter 19,Concrete. PP (3) ANSI/TPI 1 "National Design Standard for Metal-Plate-Connected Wood Truss Construction.' compliance with the entire materials reference standards noted below.The latest edition of the materials reference standards shall be used. requirements outlines in the specific materials sections of OSSC Sec 1705.The contractor is responsible for scheduling the inspections,per the (3) ACI 318 and ACI 318R. (4) BCSI 2008"Building Component Safety Information.' city/Building Official requirements. (4) ACI SP-66"ACI Detailing Manual"including ACI 315"Details and Detailing of Concrete Reinforcement" SCOPE OF STRUCTURAL WORK:Remove portions of mansard roof truss overhangs.Add new parapets and a cash booth addition. Special Inspections shall be performed for the following: (5) CRSI MSP-2"Manual of Standard Practice.' (6) ANSI/AWS D1.4"Structural Welding Code-Reinforcing Steel.' ALTERNATES:Alternates for specified item may be submitted to the EOR for review.Contractor shall submit a current ICC-ES report identifying that - DEFINITIONS:The following definitions apply to these general notes: an alternative component has the same or greater load capacity than the specified item. • "Structural Engineer of Record"(EOR)-The structural Engineer who is legally responsible for stamping&signing the structural Concrete SUBMITTALS:Conform to ACI 301 Sec 3.1.1"Submittals,data,and drawings.'Submit placing drawings showing fabrication dimensions and documents for the project.The EOR is responsible for the design of the PrimaryStructural System. Periodic inspection of reinforcing steel and cast-in-place anchors locations for placement of reinforcement and reinforcement supports. pre-manufacturedproductsby gradeinspectionby P 9 Y IDENTIFICATION:All sawn lumber and wood shall be identified the mark or a certificate of issued • "Specialty Structural Engineer"(SSE)-A licensedprofessional Engineer,not the EOR,whoperforms specialty structural engineering Periodic verification of the use of the required design mix. z A ty 9 9 P ty 9 9 the certifying agency. o services necessary to complete the structure,who has experience and training in the specific specialty.The General Contractor, Continuous inspection during the sampling of fresh concrete and during slump,air content and temperature determinations. MATERIALS: subcontractor,or supplier who is responsible for the design,fabrication and installation of specialty-engineered elements shall retain the Continuous inspection during the placing of reinforced concrete. PP P 9MATERIALS: SSE.Submittals shall be stamped and signed bythe SSE.Documents stamped and signed bythe SSE shall be completed byor under Continuous inspection during the grouting operation of bolts or rebar dowels. Reinforcing Welded BarsASTM A615,18Grade 60,deformed bars. o 99 P Smooth Wire Fabric ASTM A185 v the direct supervision of the SSE with a PE or SE license issued by the State of Oregon. Steel Deformed Welded Wire Fabric ASTM A497 Sawn Lumber:Conform to grading rules of WWPA,WCLIB or NLGA.Finger jointed studs acceptable at interior non-structural walls only. w • "Deferred Submittals-Deferred Submittal is engineering work to be designed-by-others or bidder-designed. Periodic inspection of steel,bolts,nuts and washers identification marks conform to ASTM standard and weld filler material conforms to AWS. - o Periodic verification of certificate of compliance. Member Use Size Species Grade NOTE PRIORITIES:Notes on the individual drawings shallgovern over thesegeneral notes. Periodic inspection of high strength bolts connections. Studs&Plates 2x4,3x4,2x6,3x6 HF No.2 -' v 9 FABRICATION:Conform to AGI 301,Sec 3.2.2"Fabrication",and ACl SP-66"ACI Detailing Manual' z z <t z Periodic inspection of fillet welds<5/16-inch,and floor and roof deck weldsPosts 4x4,4x6,4x8 HF No.2 0 0 1- Q SPECIFICATIONS:Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. Wood WELDING:Bars shall not be welded unless authorized.When authorized,conform to ACI 301,Sec 3.2.2.2."Welding"and provide ASTM A706, Joists 2x6-2x12 HF No.2 > 1 w Diaphragms:Continuous inspection during field gluing operations. Beams 4x8-4x12 HF No.2 fru �w v STRUCTURAL DETAILS:The structural drawings are intended to show the general character and extent of the project and are not intended to show Periodic inspection of anchor bolts,hold-downs,dragstrut connections,nailingsize&spacing. Grade 60 reinforcement. Beams 6x8-6x12 DF No.1 all details of the work. Periodic verification of moisture content of wood studs,plates,beams and joists. PLACING:Conform to ACI 301,Sec 3.3.2"Placement.'Placing tolerances shall conform to Sec 3.3.2.1"Tolerances." Posts 6x6,8x8 DF No.1 w w - a Periodic inspection of 2x and 3x bottom plates and plate washers. o o L"'. � ARCHITECTURAL DRAWINGS:Refer to the Architectural drawings for information including,but not limited to:dimensions,elevations,slopes,door Special Cases CONCRETE COVER:Conform to the following cover requirements from ACI 301,Table 3.3.2.3. and window openings,non-bearingwalls,curtain walls,curbs,drains,depressions,railings,waterproofing,finishes and other nonstructural items. Continuous inspection of post-installed anchors. . Glued Laminated Timber:Conform to AITC 117"Standard Specifications for Structural Glued Laminated Timber of Softwood Species,Manufacturing A 9Concrete cast against earth 3 P p PREFABRICATED CONSTRUCTION:All prefabricated construction shall conform to the inspection requirements of the same material or constructionConcrete exposed to earth or weather(#5&smaller) 1-1/2' and Design"and ANSI/AITC A190.1'Structural Glued Laminated Timber.'Glued laminated member beams shall not be cambered,unless shown w co as w STRUCTURAL RESPONSIBILITIES:The EOR is responsible for the strength and stabilityof the PrimaryStructure in its completed state. type used for this project. 3/4" otherwise on theplans or specifications. 0 0 o O P 9 p Bars in slabs and walls P Cy cy Cv cy ~ CONTRACTOR RESPONSIBILITIES:The contractor is responsible for the means and methods of construction and all related safetystandards SOILS AND FOUNDATIONS ", Cy cv P job SPLICES&DEVELOPMENT LENGTH:Conform to ACI 301,Sec 3.3.2.7.Refer to Lap&Development Schedule for 3500 psi concrete below.Lap all Member Use Sizes Species Stress Class Uses u, ry such as OSHA and WSHA.The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary continuous reinforcement and comer bars per Schedule.The splices and development lengths indicated on individual sheets control over the Beams All DF/DF 24F-V4 Simple Spans shoring,bracing and other elements required to maintain stability until the structure is completed.It is the contractor's responsibility to be familiar with REFERENCE STANDARDS:Conform to OSSC Chapter 18 Soils and Foundations. schedule.Use Class B splices unless otherwise noted.Mechanical connections may be used when approved by the EOR. > the work required in the construction documents and the requirements for executing it properly. Wood Structural Sheathing(Plywood):Wood APA-rated structural sheathing includes:all veneer plywood,oriented strand board,waferboard, .cr - I t i.,J GEOTECHNICAL INSPECTION:Site soil conditions,fill placement and load-bearing requirements shall be as required by Section 1705.6 and Table LAP&DEVELOPMENT SCHEDULE(Concrete strength f c=3500) 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. DISCREPANCIES:In case of discrepancies between these general notes,the contract drawings and specifications,and/or reference standards,the 1705.6. Assumed values shall be field verified by the Building Official prior to placing concrete.The Building Official shall be permitted to waive the Dept.of Commerce and the American Plywood Association(APA) D PRp Engineer shall determine which shall govern.Discrepancies shall be brought to the attention of the Engineer before proceeding with the work. requirement for a geotechnical investigation where satisfactory data from adjacent area is available that demonstrates an investigation is not Bar Designation Lap Length Development Length ,ce,E piss, Accordingly,any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. necessary for any of the conditions in Sections 1803.5.1-1803.5.6 and Sections 1803.5.10-1803.5.11. #4 32' 24" Minimum APA Rating ��`o ANG I N4,. OZ #5 39" 30' Location Thickness Span Rating Plywood Grade Exposure Wcc y SITE VERIFICATION:The contractor shall verify all dimensions and conditions at the site prior to fabrication and/or construction.Conflicts between DESIGN SOIL VALUES:(Assumed) #6 47' 36" Roof 15/32" 24/16 C-D 1 77398E r~ the drawings and actual site conditions shall be brought to the attention of the Engineer before proceeding with the work. All underground utilities Allowable Soil Bearing Pressure WWF 8'on all sides and edges Walls 15/32" 32/16 C-D 1 �� li shall be determined by the Contractor prior to excavation or drilling. 1500 PSF DL+LL "' � � `1"4/* 2000 PSF DL+LL+SeismicJwindJoist Hangers and Connectors:Simpson Strong-Tie Company Inc.as specified in their latest catalogs was used as the basis of design for this project. FIELD BENDING:Conform to ACI 301 Sec 3.3.2.8."Field Bending or Straightening."Bar sizes#3 through#5 may be field bent cold the first time. OREGON ADJACENT UTILITIES:The contractor shall determine the locations of all adjacent underground utilities prior to excavation. Any utility information Other bars require preheating.Do not twist bars. Alternate connectors by other manufacturers may be substituted provided they have current ICC approval for equivalent or greater load capacities and '�O" gPt.13,06 csf shown on the drawings and details is approximate and not necessarily complete. SLABS-ON-GRADE&FOUNDATIONS:All slabs-on-grade and foundations shall bear on structural compacted fill or competent native soil per the are reviewed and approved by the EOR prior to ordering.Connectors shall be installed per the manufacturer's instructions.Where connector straps Gs Geotechnical report or as noted in these documents. Exterior perimeter footings shall bear not less than 18 inches below finish grade,or as required CORNERS BARS:Provide matching-sized"L'corner bars for all horizontal wall and footing bars with the appropriate splice length,UNO. connect two members,place 112 of the nails or bolts in each member. Nail straps to wood framing as late as possible in the framing process to allow A. 0 i� DESIGN CRITERIA by the Geotechnical Engineer and the Building Official.Interior footings shall bear not less than 12 inches below finish floor. the wood to shrink and the building to settle. EXPIRES:DECEMBER 31,2019 TYPICAL CONCRETE REINFORCEMENT: Unless noted on the plans, concrete walls shall have the following minimum reinforcement. Contractor " CONSTRUCTION LOADS:Loads on the structure duringconstruction shall not exceed the design loads or the capacity of the partially completed FOUNDATION STEM WALLS:Unless otherwise noted on the drawings,the maximum unbalanced soil condition for all foundation stem walls 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 9 P tY p Y P shalt confirm minimum reinforcement of walls with EOR prior to rebar fabrication. A P A construction. (difference in elevation between interior and exterior soil grades)shall be 2'-6'. Maintain a minimum 8'separation between finish grade and untreated all nails shall be common.Nail sizes specifiedj '! J on the drawings are based on the following specifications: I t l 7O wood framing. Wall Thickness Horizontal Bars Vertical Bars Location M 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 6" #4 @ 12'OC #4 @ 12"OG @ CL of Wall COMMON NAILSCo factors: BACKFILLING:Backfill behind retaining and foundation walls shall be of free-draining material placed in maximum loose lifts of 12"or as directed by 8' #5 12"OC #5 12"OCSize Length Diameter .� @ @ @CL of Wall the Geotechnical Report.Backfill behind walls shall not be placed before the wall is properly supported by the floor slab or temporary bracing.Backfill 10" #4 @ 16"OC #4 @ 16"OC Each Face 8d 2-1/2" 0.131" CO Minimum roof design load 25 psf without drift shall be compacted using hand-operated equipment only.The contractor shall refrain from operating heavy equipment behind retaining and 12" #4 @ 12"OC #4 @ 12"00 Each Face 10d 3" 0.148" Lu g wi r foundation walls within a distance equal to orgreater than the height of the wall,unless otherwise approved bythe Engineer.All topsoil organics and 16d 3-1/2" 0.162" w -Y Ground Snow Load,Pg=20 psf q 9PP 9 P 9 Importance Factor,Is=1.0 loose surface soil shall be removed from beneath fill supporting concrete slab or paving. 16d Sinker 3-1/4' 0.148" Y os Flat Roof Snow Load,Pf=19 psf STRUCTURAL STEEL - # Thermal Factor,Ct=1.0 COMPACTION:Unless otherwise specified by a Geotechnical Engineer,footings shall be placed on compacted material and shall be well-graded Lag Bolts/Bolts:Conform to ASTM A307.Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. w +granular material with no more than 5%passing a#200 sieve.Fills placed shall be in maximum 8"lifts and all bearing soils shall be compacted to r_t,1 - V w 95%maximum densityat optimum moisture content usingDESIGN STANDARDS:Structural steel for this project is designed in accordance with the latest edition of the AISC Steel Construction Manual. _ " "- WIND DESIGN:Wind load is determined using Chapter 27 of ASCE 7-10 in accordance with OSSC Section 1609 with the following factors: P the Modified Proctor Test i m 13 a 0 NAILING REQUIREMENTS:Provide minimum nailingin accordance with OSSC Table 2304.9.1 "FasteningSchedule"except as noted on the m 0., uCC REFERENCE STANDARDS:Conform to: A iin © g V. " a Basic Wind Speed(3-Second Gust) V=120 MPH CAST-IN-PLACE CONCRETE (1) AISC"Code of Standard Practice for Steel Buildings&Bridges.' 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 Wind Importance Factor Iw=1.0 Risk-Category II "Specification " sheathing. a t a p9 ry= (2) RCSC for Structural Joints using ASTM A325 or A490 Bolts. w 3 L. Exposure Category=B GCpi=±0.18 REFERENCE STANDARDS:Conforms to the latest editions of the following: (3) AWS D1.1"Structural Welding Code-Steel.' Q (1) ACI 318"Building Code Requirements for Structural Concrete and Commentary". (4) AWS D1.3"Structural Welding Code-Sheet Steel.' STANDARD LIGHT-FRAME CONSTRUCTION:Unless noted on the drawings,construction shall conform to OSSC Sec 2308"Conventional SEISMIC DESIGN:Earthquake design is determined using Chapter 12 ASCE 7-10 in accordance with OSSC Chapter 16 with the following factors: (2) OSSC Chapter 19. (5) AWS D1.8"Structural Welding Code-Seismic Supplement" Light-Frame Construction and OSSC Sec 2304 General Construction Requirements. a --,, Importance Factor le=1.0 (6) AISC 341"Seismic Provisions for Structural Steel Buildings.' Risk Category=II FIELD REFERENCE:The contractor shall keep a co of ACI Field Reference manual,SP-15,"Standard Specifications for Structural Concrete ACI " (1) Wall Framing(Unless noted otherwise on pians and details)All interior walls shall be 2x4 @ 16"0C and all exterior walls shall be 2x6 @ c� „ A copy P ( (7) ASCE 3 Standard for the Structural Design of Composite Slabs. Ss=0.968 g Sds=0.718 g 301)with Selected ACI and ASTM References' 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 a' o S1=0.424 g Sdl=0.445 g SUBMITTALS: 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. < a 0 u, o.N Site Class=D Seismic Design Category=D CONCRETE MIXTURES:Conform to AC{318 Chapter 19"Concrete:Design and Durability Requirements." (1) Submit shop drawings in accordance with AISC Specification Sec M1"Shop and Erection Drawings' Provide minimum(2)2x8 headers at all interior and exterior wall openings.Stitch-nail bundled studs with(2)10d @ 12"0C.Provide solid Coo) a Q a ° .�U blocking thru floors to supports below for bearing walls and posts.Attach bottom plates of stud walls to wood framing below with 16d @ 12"OC ....1 $ 2 °' ° DEFLECTIONS: MATERIALS:Conform to ACI 318 Chapters 19&20. MATERIALS: or to concrete with 5/8"-dia.anchor bolts x 7"embedment at 48"OC.Refer to shear wall schedule for specific sheathing,stud,and nailing a °- o 0 a o Total Load Deflection Limit L/240 Bars&Plates ASTM A36,Fy=36 ksi requirements at shear walls.Provide gypsum sheathing on interior surfaces and plywood sheathing on exterior surfaces. 6 •J -a , .v Live load Deflection Limit: L/360 SUBMITTALS:Provide all submittals required by ACI 301 Sec 4.1.2.Submit mix designs for each mix in the table below. HSS Structural Tubing ASTM A500,Grade B,Fy=46 ksi o _a 'a", .I Q - Members Supporting Masonry: 0600 or 114"of the masonry DULL(whichever is less) Welding Electrodes E70XX,70 ksi,low hydrogen,typical (2) Roof/Floor Framing:(Unless noted otherwise on plans and details)Provide double joists/rafters under all parallel bearing partitions and solid < .a o v• ,_ v r TABLE OF MIX DESIGN REQUIREMENTS blocking at all bearing points.Provide double joists around all roof/floor openings.Multi-joistslrafters shall be stitch-nailed together with(2)10( = _2 °, Expansion Anchors Hilti � a) °' E'= .� o LIVE LOADS: Member Strength Test Age Maximum Exposure Max Minimum Adhesive Anchors Simpson SET-XP @ 12"OC.Provide roof sheathing edge clips centered between framing at unblocked plywood edges.All floor sheathing shall have tongue and o 0 a a'n Roof(Live) 40 PSF Type/Location (psi) (days) Aggregate Classification W/C Ratio Air Content Concrete Screws Simpson TITEN HD groove joints or be supported by solid blocking.Allow 1/8"spacing at all panel edges and ends of roof/floor sheathing.Roof/floor sheathing cv o °'3 0 shall be laid facegrain perpendicular Roof(Snow) 25 PSF Foundations 3500 28 1" Fl,CO 0.45 4.5°!o p p dicufar to framing members. © 45 o r o o `o co Interior Slabs-on-Grade 3000 28 1" FO,CO 0.45 - WELDING:Conform to AWS D1.1,D1.3&01.8.Welders shall be certified in accordance with AWS and WABO requirements.Use E70 electrodes of a°, SUBMITTALS type required for materials to be welded. MOISTURE CONTENT:Wood material used for this project shall have maximum moisture content of 19%except for the pressure-treated wood sill °, c c L -oo.-(s-s...,0v) ' c MIX DESIGN NOTES: plate. .0 0 o o o SUBMITTALS:Shop Drawings shall be submitted to the Architect/Engineer prior to any fabrication or construction for all structural items as noted (1) W/C Ratio:Water-cementitious material ratios shall be based on the total weight of cementitious materials.Ratios not shown in the table "Fabrication", " °' " °' W FABRICATION/ERECTION:Conform to AISC Specification Sec M2AISC Code Sec 6 Fabrication and Delivery"and AISC Code Sec 8 � °' °' below.The contractor shall review and lace a shop drawings star on the submittal before forwarding to the Engineer.Submittals shall be made in above are controlled by strength requirements. "Quality PRESERVATIVE TREATMENT:Wood materials ars required to be"treated wood"under certain conditions in accordance with OSSC Sec 2304.12 CD .° 4- -. 0 2 p p g p g g Qualm Control. The fabricator and erector shall maintain a quality control program to the extent deemed necessary so that all of the work is " " o time to provide a minimum of one week for review b the Engineer. Additional submittals required for this project are specified in the specific sections (2) cementitious Content: The use of fly ash,other pozzolans,silica fume,or slag shall conform to ACI 301 Sec 4.2.2 9b.Maximum amount of fly performed in accordance with this Code the AISC Specification,contract d Protection against decay and termites".Conform to the appropriate standards of the American Wood-Preservers Association(AWPA)for sawn ° co 0 P Y 9 q P J P 20% P p tr ct ocuments and project specifications. w N o - " o below.Reference the individual material section for specific information to be included in the submittal.. ash shall be of total cementitious content unless reviewed and approved otherwise by EOR. lumber,glued laminated timber,round poles,wood piles and marine piles.Follow American Lumber Standards Committee(ALSC)quality assurance o °, in (3) Air Content:Conform to ACI 301 Sec 4.2.2.4.Horizontal exterior surfaces in contact with the soil require entrained air.Use Exposureprocedures.Products shall bear the appropriate mark. 0 a °,,N =w q P SHOP PAINTING:Conform to AISC 360,AISC Specification Sec M3,and AISC Code Sec 6.5.Do not paint steel to be embedded in concrete, .. -• a , = c If the shopdrawings differ from or add to the design of the Structural drawings,they shall bear the seal and signature of the Oregon State Registered Category FO,SO,WO,and CO unless noted otherwise. Tolerance is+/-1.5%.Air content shall be measured at point of placement. fireproofed,or concealed by the interior buildingfinish.Do notpaint surfaces to be field welded or where slip-critical bolts are specified.All other Cla a 2 ° v ' >,E g 4 Exposure Classification:The mix design provided shall meet there requirements of AGI 318 Chapter 19 based on the exposure classification P METAL CONNECTORS/PT WOOD: All metal hardware and fasteners in contact with pressure treated lumber shall be stainless steel Type 316L.At `�' L p a n o L D Professional Engineer who is responsible for the design.. ( } xP 9 P q P xP interior steel shall be painted with one coat of grey shop primer.All exposed exterior steel shall be painted with an exterior multi-coat system as per o a N a o indicated in the table above. the Owner's risk and discretion,hot-dipped galvanized metal hardware and fasteners maybe investigated for use in lieu of stainless steel provided N Q °, o Structural steel the Architect or project specifications.Field touch-up painting shall be with primer for exposed interior surfaces and as per the Architect or project c 2 Glulam beams (5) Slump:Unless otherwise specified or permitted,concrete shall have at the point of delivery,a slump of 4"+/-1'.For additional criteria, specifications for exposed exterior surfaces. that the finish has a minimum zinc content of at least 1.85 oz/SF and its use is coordinated by the Contractor and Wood Supplier for the expected c - ,'a reference AC1301 Sec 4.2.2.2. environment and moisture exposure for appropriate use based on the method of preservative treatment of the wood. o -� C °'.-"- a 0 T 3 O . O.4 ALTERNATES: Product or manufacturer components specified in these drawings are used as the basis of design for this project.Alternates for GALVANIZING:All exposed steel outside the building envelope shall be hot-dipped galvanized.Apply field touch-ups per project specifications. ,� a specified items may be submitted to the Engineer for review.However,contractor shall submit a current ICC-ES report identifying that an alternative �-- T o o i w.. v i 4) component has the same or greater load capacity than the specified item. FORMWORK:Conform to AGI 301 Sec 2"Formwork and Form Accessories.'Removal of Forms shall conform to Sec 2.3.2 except strength indicated ERECTION:Conform to AISC Specification Sec M4"Erection'and AISC Code Sec 7"Erection."Steel work shall be carried up true and plumb within Q 3 0 2-c 2 in Sec 2.3.2.5 shall be 0.75 fc. the limits defined in AISC Code Sec 7.11. ixa SHOP DRAWING REVIEW:Review by the Architect/Engineer is for general compliance with the design concept and the contract documents. Dimensions and quantities are not reviewed b the EOR,and therefore,must be verified b the General Contractor.Markings or comments shall not MEASURING,MIXING,AND DELIVERY:Conform to ACI 301 Sec 4.3. BRACING:The contractor shall provide temporary bracing b AISC Specification Sec M4.2"Bracing"and AISC Code Sec 7.10'Temporary Support o q Y Y 9 P P ry 9 Y p 9 P ry PP r < � Le, co be construed as relieving the contractor from compliance with the project plans and specifications,nor departures therefrom.The contractor remains of Structural Steel Frames." m o 3 c>„,- p, T responsible for details and accuracy;for confirming and correlating all quantities and dimensions;for selecting fabrication processes;for techniques of HANDLING,PLACING,CONSTRUCTING,AND CURING:Conform to AC1301 Sec 5. assembly;and for performing work in a secure manner.When shop drawings(component design drawings)differ from or add to the requirements of < J ca f- v cv CONCRETE CURING:Provide curingcompounds for concrete as follows: < - a 5 w < the Structural drawings they shall be designed and stamped by the responsible SSE.Allow one week for Engineer review time. P o o a (1) Apply specified curing compound to concrete slabs as soon as final finishing operations are complete(within 2 hours and after surface water in DEFERRED SUBMITTALS:Per OSSC Section 107.3.4.1,drawings,calculations,and product data for the design and fabrication of items that are sheen has disappeared).Apply uniformly in continuous operation by power spray or roller in accordance with manufacturer's directions. designed-by-others shall bear the seal and signature of the Oregon State Registered Professional Engineer(SSE)who is responsible for the design Recoat areas subjected to heavy rainfall within 3 hours after initial application.Maintain continuity of coating and repair damage during curing and shall be submitted to the Architect/Engineer and the building department for review prior to fabrication.Allow one week for Engineer review time. period. (2) Use membrane curing compounds that will not affect surfaces to be covered with finish materials applied directly to concrete. n 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 (3) Apply curing compound at rate equivalent to rate of application at which curing compound was originally tested for conformance to compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. requirements of ASTM C309. co All necessary bracing,ties,anchorage,and proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design (4) Use curing compound compatible with and applied under direction of system manufacturer of protective sealer. I— o drawings and calculations.The design of the connection to the primary structure is the responsibility of the supplier and SSE. Submitted calculations (5) All concrete must achieve 2500 PSI compressive strength before being subjected to freezing and thawing cycles. W t1 are for cursory review only and will generally not be returned. Deferred submittals include but are not limited to the following: (6) Apply two separate coats with first allowed to become tacky before applying second.Direction of second application shall be at right angles to Prefabricated canopies and trellises direction of first Q F c� NON-STRUCTURAL COMPONENTS:Design,detailing and anchorage of all nonstructural components shall be in accordance with ASCE 7-10, CONSTRUCTION JOINTS:Conform to ACI 301 Sec 2.2.2.5,5.1.2.3a,5.2.2.1,and 5.3.2.6.Construction joints shall be located and detailed as on the 1 r I a,x Chapter 13 and the project specifications.Nonstructural components designed by others shall not induce torsional loading into supporting steel construction drawings.Use of an acceptable adhesive,surface retarder,Portland cement grout,or roughening the surface is not required unless Z ix structural members without additional bracing of those members to eliminate torsional forces. Torsional bracing shall be designed by the specifically noted on the drawings.Where shear bond is required,roughen surfaces to 1/4"amplitude. Z - nonstructural component designer and approved by the Engineer.Anchorage to the primary structure is per the bidder-design contractor or supplier. Li. O n EMBEDDED ITEMS:Position and secure in place expansion joint material,anchors and other structural and non-structural embedded items before CY (I) J placing concrete.Contractor shall refer to mechanical,electrical,plumbing,and architectural drawings and coordinate all other embedded items. C� "' TESTS INSPECTIONS P 9P g' 9 C D w 0 TESTING AND ACCEPTANCE: Z > - INSPECTIONS:All construction is subject to inspection by the Building Official in accordance with OSSC Sec 110.The contractor shall coordinate all 0 a required inspections with the Building Official.Submit copies of all inspection reports to the Architect/Engineer for review.The Building Official may Testing:Obtain samples and conduct tests in accordance with ACI 301 Sec 1.6.4.2.Additional samples may be required to obtain concrete strengths i accept inspection of and reports by approved inspection agencies in lieu of Building Official's inspections.The contractor shall obtain approval of at alternate intervals than shown below. - W °' <H. o° _I C3 w 0 w CO _ cn Building Official to use the third-party inspection agency and contractor shall alert the Architect/Engineer as such. • Cure 4 cylinders for 28-day test age.Test 1 cylinder at 7 days,test 2 cylinders at 28 days,and hold 1 cylinder in reserve for use as the m < z (2, rno Engineer directs.After 56 days,unless notified by the Engineer to the contrary,the reserve cylinder may be discarded without being a tested for specimens meeting 28-day strength requirements. Q IE W C o i Acceptance:Strength is satisfactory when: U H O is w U U) CO H • The averages of all sets of 3 consecutive tests equal or exceed the specified strength.No individual test falls below the specified strength 1 by more than 500 psi.A"test"for acceptance is the average strength of the two cylinders tested at the specified test age. A18-223 - #11502 i o E z wS S Rita U) i i 1 1 WI6 R.}t3i31441 Mm.11gd-NINA Fry OR n%-0105W.A 011.1511 5.20,1 IFl.mlh4 9/31f1019.290.44 loft Z m 1- r r mm O o ip m cn I z w c) cn (f) cn k \\\\\\\I \ _1 7 STORAGE I I. 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C 7 C) Ir I ,.: I zA m 1 0 Dj 0 p 7 o' �l CO ---,, Z 1/S-6Iiiiii I 1 1 19/5-3 _ n • Q 17-1 mm > � O i'-10"W x 8"DP / cnn m m 0 CONC FTG W/ - 1 ms n o -1 i r o c7 O 13 (3) #4 LONGIT, BOTT \0 . i I r m n z p p O 10"W CONC STEM WALL W/ I 01/S-5 co c m I n� irnp � Z #4 @ 12"0C EW, CNTR'D ..in y m F TYP @ (N) WOOD FRAMING L t„ z _1 - I Ar\ (E) STEM WALL I iLi ( TO X0,0 D TO REMAIN X �O �� TYP @ PERIMETER! r I 11 Nm (E) FTG TO REMAIN TYP @ PERIMETER 1 _ In c„)-1> 00 I 2KOI ANL ---,,-3; • ---L,\------ 1, . m oz x I I D 74oQ m . z „- -n n I '.„ „ 0 2a 1 ,,,,,... ~�~/'44. ."~0 N.../.•,.......%ft./......00•,......"........"..........4.......0%........4..roo '�• A1, 1 s E-)2EF D FOR: 02018 McDonald's USA, LLC PREPARED BY: — Cr) > 2018 BUILDING REMODEL TLE ` � McDonald's USA LLC o'� ' �FQ% STD ISSUE DATEsE. �� r 9 PLAYPLACE VERSION PARAPET MAY 2018 DEl "' , Iv These drawings and specifications are the confidential and proprietary w o O - m ---- N DESCRIPTION REVIEWED BY property of McDonald's USA, LLC and shall not be copied or reproduced DIBBLE ENGINEERS INC n f m w 6? ° 4 5/31/20161 OWNER REVISION FHO IIINa 1 CMU WALLS without written authorization. The contract documents were prepared ' �""�' w C) ill c0 z - TSC www.dibbleengineer5.com p p o� for use on this specific site in conjunction with its issue dote and are p ` m ,z 4. m M I 2/12/20161 OWNER REVISfON FHO • STEEL OPEN WEB ROOF TRUSS DATE ISSUED not suitable for use on a different site or at a later time. Use of ion Market Street,Kirkland,WA98o33 1—& m :� a �� - $/12/2018 PERMIT SUBMITTAL FHO MAY 2018 these drawings for reference or example on another project requires the 425.828.4200 w6 �� \`'0 o BRICK WA9NSCOT/COLUMNS & SIDING services of properly licensed architects and engineers. Reproduction oflk.„ �� �O — N SITE ID SITE ADDRESS the contract documents for reuse on another project is not authorized. 1 d4/26/2018 LEGAL. CLEARANCE FHO 36-0105 12388 SW SCHOLLS FERRY RD, TIGARD, OR 97223DEI PROJECT#18-1341 — v REV DATE DESCRIPTION BY �+ 0 0 0 0 r LL ILL LL m I z z (N) CONC FTG EXTENSION (T & B ELEV TO MATCH EXISTING) a e W/ (3) #4 EW, EMBED 6" MIN INTO (E) FTG W/ SIMPSON 2 SET-XP EPDXY, TYP EACH SIDE OF ENTRY o r N N (N) CONC STEM WALL EXTENSION (T & B ELEV TO MATCH EXISTING) `" G' W/ #4 HORIZ BARS EW @ 12"0C VERT & #4 VERT BARS @ 12"OC (N) EXTERIOR WALL W/ 2x6 @ 16"OC; z @ OUTER EDGE, TYP. EMBED HORIZ BARS TO (E) STEM WALL & SHEATHING & FASTENERS PER SHEAR WALL fl VERT BARS TO (E) FTC W/ SIMPSON SET-XP EPDXY W/ 6" MIN TYPE SW-6, TYP EA SIDE OF ENTRY PARTIAL 0_ FOUNDATION EMBED, TYP EACH SIDE OF ENTRY CA (N) TRELLIS PER ARCH PLAN AT ENTRY azcc . (N) TRELLIS PER ARCH JLLJ , wo (E) BAY WINDOW TO BE ti (N) CANOPY PER ARCH: CONNECTION 4 a z w E c° REMOVED, TYP EA SIDE `PL' 1° _ TO (E) STOREFRONT BY OTHERS; v CC o� OF ENTRY 7 ti4- J��Q STOREFRONT MFR TO VERIFY IF O OU DLAc„ 0NFTON — —,/H--- TYP _ _ SHEAR WALL TYPE SW-6 z z _ i -- " I1. I (N) GLB 51/2x 18 �� 1 I .T .. ,.. \ ` J / /F<„.. \✓ Jc (E) BEAM (E} BLriI: (E) BEAM (E) BEAU (E) BEAM t. I � R � � aAz I \ / 2/S-3 o�G� i s � 4 4 ' o O o o �,' / 0 Cll N NTYP ( _ ° r I (F) WE BEAM TO REMAIN 2 , + 1 ca ,H - � / _ I / 1 w , , w t EXISTING l \.. i J I Ep P�o�F SLAB-ON-GRADE �-- — — — t_i — — — TO REMAIN INFILL PORTION OF (E) OPENING i H. ' �S���NG IN�E� s/°2 W/ 2x5 CO 16"OC; SHEATHING & , ac (PROJECT) 77398E FASTENERS PER SHEAR WALL I -1' �. i I. . PARTIAL FOUNDATION PLAN AT ENTRY TYPE SW-6 & ATTACHMENT TO m / -. , 0 E CMU PER 10 S-3 v � OREGON SCALE: 1/4„ - l'-0" . \ \\\\\ ' �peesN.,3,20�w A D H I EXPIRES: DECEMBER 31,2019 PLAYPLACE 1 • i 5/31/19 • I M \ m 1 = co \ 0 DINING w o R A w, L ' W CO 9 2 o \ I m 1 i m .. .. . cc L.i > ID o 9- v- a. m m w EXISTING METAL ROOF 4" ° DECKING TO REMAIN, TYP - `z, Q Ia . CUSTOMER SERVICE 1 —`_ , H 1 U a� . -Ry �—INFILL OPENING ABOVE BEAMS, a '0 ° 0 > o QaJD v o ° _._._..._..._ _ .....' m W/ 2x6 @ 16"OC; SHEATHING ° �, x & FASTENERS PER SHEAR , Q v .o la ° I WALL TYPE SW-6 - ' m��' iv v w m E o., v.0 CELEBRATION H 2/S-5 1 cgCn '0 ° °- L d ._ U L ° C Qi c\I o c-o "- ° a dd dd C 0-0 / / t Cl) -'-' ca U a 0 I C C N F � "U °,a.N E U C m C v'- v Q 2 0 t U 2 U 0 W x O J L - —__- —_- - 1 m . A co ° ° L U W C ¢ µ' 0 U N U, n 0 c ° {E) BEAM (E) BEAM (E) BEAM (E) BEAM (E) BEAM 4/S-4 ,_ " ` °5 L JI a ..N- o u c ILI / a C A' E ° ° O Q, A v N ` O ° L J4,,,,_ --INFILL PORTION OF (E) _ -".-.-----67\ - OPENING W/ 2x6 @ 16"0C; 1 - o ° ` ° 4 °;---.8 K/;C 7SHEARHIWALL&TYPETSW 6 PERI a � � 17:), ° � � � ' a� o (N) CANOPY PER ARCH: CONNECTION 1 ~ o __. - __ __ , F TO (E) STOREFRONT BY OTHERS; { (E) BAY WINDOW (E) MANSARD ROOF STOREFRONT MFR TO VERIFY IF 1 Li (N) TRELLIS PER ARCH TO BE REMOVED TRUSS OVERHANG TO BE ADDITIONAL LOAD IS ACCEPTABLE m o m a CO REMOVED, TYP z J ? Q o c Q N F k L L (E) OPENING PER 10/S-3 aQ w ~ w• Q 00.- 11 - ,N) TRELLIS PER ARCH I- x oW n x Q N [V LLJ Ch O z o z E w az 0 in u- 2 LJ iLin) H vi 0 W u_ ›. vs vi o w BUILDING KEY 0o 0 rx o rl W m � a o o F a Q N S I ' I !1 _I w z 3in Do , a_ _1 0 ow r� r c ,, w U H _ O In U Cr) CO 1- (PROJECT) I `° d NOTE: CONTRACTOR TO VERIFY ALL EXISTING �� k A18-223 -- #11502 I CONDITIONS PRIOR TO FABRICATION & WALL AND ROOF FRAMING PLANdiii Q CONSTRUCTION. NOTIFY DEI OF ANY 1 z -* DISCREPANCIES FOR FURTHER DIRECTION SCALE: /4 = 1'-0" w S - 2 • 1i i i I 0 0 1 0 1 0 L L (E) ROOF DECK 16 GAGE L3x3 x4" LONG CLIP ANGLE W/ (2) #8 TEK SCREWS OR -IL IL LL co #1` f f 1" x RAF TO OWSJ TOP CHORD & (2) #8J WOOD SCREWS TO BRACE I ' �� _ f - -__ ...T_ .1_ ,._ A I I - \ ; ' I (E) ROOF DECK STAGGER AB @ Q PROVIDE (1) AB EA SIDE WHERE 1/ (E) OWSJ TO REMAIN (F) OWSJ TO REMAIN DBL-SIDED• SW 4 :, � 2x6 CONTINUOUS W/ SILL PLATE IS BORED, CUT OR HSS PER PLAN 1/4 / (2) 0.220"0x6" SOWS SCREWS 2x4 @EACH BLOCKING W/ _, NOTCHED MORE THAN 1/3 THE PLATE W1DTH �I "› INTO (E) END OF BLOCKING, TYP (3} 10d TO BLOCKING ` SW SHTG, TYP 1�' I 1/4" BASE Ft x 51/z"W x (HSS SIZE + 12") W/ ,, ' 2x6 BLOCKING @ 24"OC & TYP' 3" TYP I (4) 5/g 0 ALL THREADED ROD W/ 6" MIN EMBED `' A MIN OF 2 AB SHALL BE AT EACH END OF WALL zo 011111100--- ( } W/ SIMPSON SET-XP EPDXY (SEE NOTE 1) I �� ' TYP �:1 �l:li PROVIDED IN EACH SILL SECTION 1" NON SHRINK 4P- B/(E) CEILING ©'• ill UIT GROUT I I B/(E) CEILING - P.T. SILL PLATE, TYP • - T/STEM WALL • "DTC" CLIP EACH BLOCKING ABOVE, o - El PLATE WASHER ° a a ° a " Q caa ATTACH PER MFR PER SCHED, TYP ! ° a �' 2x TOP R _1 ,3 PLATE WASHER SCHEDULE `� ° o `�- CONC FNDN (2) "DTc" CLIPS @ EACH TRUSS 2x TOP z 0 r Z k # NON-STRUCTURAL WALL o O Q • S o I' i-' a Q a PER PLAN ATTACH TO TRUSS BOTTOM CHORD W/ W/ 2x4 @ 16"OC `n `n Q WALL I PLATE WASHER ALT. SIMPSON BPS _ 4. S SHEATHING PER ARCH > > m w ® I ® j SIZE 1 SIZE (SEE NOTE 6) a a A a A #10 TEK SCREWS OR PAF, ATTACH �w v 4 SLOTTED END TO TOP PLATE PER MFR a 2x4 3x3x0.25 BPS 5/8-3 a a 1 NON-STRUCTURAL WALL "- w wQ 2x6 3x4.5x0.25 BPS 5/8 6 7-,--- ° as /2"0 EXPANSION BOLT TO (E} SLAB @ W/ 2x4 @ 16"OC w w ,/` 32"00, MIN (2) PER WALL SEGMENT /2"0 EXPANSION BOLT TO (E) SLAB @ L j, j, L L j, SHEATHING PER ARCH 32"OC, MIN (2) PER WALL SEGMENT I I O o NOTES: o s P.T. 2x BOTTOM R P.T. 2x BOTTOM R 1. L = 6" MIN, 12" MAX "' m (E) SLAB-ON-GRADE m ? o o O w (E) SLAB-ON-GRADE N N N ol Q - 4. 2. 5/8"0 AB W/ MIN 7" EMBED TYP, SEE STUD WALL OR SHEAR WALL SCHEDULE FOR SPACINGS & EMBED. - w m N n civ o 3. SILL PLATES TO BE PRESSURE TREATED, REFER TO GENERAL NOTES FOR GALV REQUIREMENTS FOR NOTE: 1T/(E) SLAB ��► _�` �T/{E) SLAB ui n CONNECTORS & FASTENERS. 1 „ 1 „ 11 /2 d J - _ 4. HOLES IN SILL PLATES SHALL BE A MIN 1/32" TO MAX 1/16" LARGER THAN BOLT DIAMETER. 1. AT CORNERS, PROVIDE /4 BASER x 51/2" 111/2/2 1 1 1/ „ `' 5. f. i > 2 w 5. HOLES, CUTS AND NOTCHES IN TREATED SILL PLATES SHALL BE COATED W/ FIELD APPLIED P.T. LIQUID. �� - I 6. BPS BEARING PLATES W/ SLOTTED HOLES SHALL BE PLACED W STANDARD CUT WASHER & NUT. 51/ „ CC r 1 r t 1 III 1 ..�__I__..__.i_Ff_--1 1 i I ITT �-; i I:.--'1-TT.--- 1 1::.::: A / - I1SII I , IIISI • 1._. ROA- 0\ PROA- PLAN VIEW - w�`5� F.NGI NFFR `sio� TYPICAL ANCHOR BOLT INSTALLATION TYPICAL HSS-TO-FOUNDATION CONNECTION0 NON-STRUC WALL PERPENDICULAR TO TRUSSES0 NON-STRUC WALL PARALLEL TO TRUSSES �� 7398E • SCALE:N.T.S. 1271% SCALE:N.T.S. SCALE: 1" = 1'-0" SCALE: 1" = 1'-O" 1., OREGON �O ��At.13,� �� I EXPIRES:DECEMBER 31,2019 I 5/31/19 M_ 3/g" BACK R x81/2" x BEAM WIDTH +1" - c °o a! CI) CC 'far 1/4" SIDE R x8"x6" EACH SIDE w o g a W/ (2) 3/4"0 A307 BOLTS , �' 1/4" R /4 / 3/16 A. o H )1 CD C 6 ///// \ 3/16 w :A Y v w T/BEAM mcc - a �� m 0 a v w o O 6- Al � WOOD-FRAMED SHEAR WALL SCHEDULE a FOR HEM-FIR FRAMING W/8d COMMON NAILS(2015 IBC) MINIMUM BLOCKING ALLOWABLE SHEAR WALL J °°' ° WALL SHEATHING BOTTOM PLATE FRAMING CLIP FRAMING AT ANCHOR BOLT TO SILL PLATE AT I SW TYPE EDGE NAILING RIM BOARD AT ALL CAPACITY (PLF) o a v .o'o -la 2" APA RATED ATTACHMENT TO WALL BELOW PANEL EDGES CONCRETE FOUNDATION FOUNDATION ( ) °:02::;c4;12_,;' , ,' BEAM PER PLAN THICKNESS PANEL EDGES aa(3) (8,11,13,14) (4,5) (6) (1,2,7,8) (9,10) SEISMIC WINDN oaop1/2" BASER x6"x BEAM WIDTH +1" __ ° ovSao 5/18"0 @ 48"OC P.T. 2x c v 'a 5W-6 15/32" 8d @ 6"00 16d SINKER @ 5"OC LTP5 0 18"OC 11/4" 2x 2x 242 339 o .. 0 •a ci,- Q - N . HSS COLUMN CONT PER PLAN / 1/4 5/8.'0 @ 60"00- P.T. 3x o - �, o I -c . a> m `' �v 1/4 aQ ° � pp a C NOTES: Q ._ 8 ° C f N p C � 3 at STUD WALL _ m o" o a °TS o 1. ALL NAILS ARE COMMON, UNO. REFERENCE GENERAL STRUCTURAL NOTES FOR NAIL DIAMETER AND LENGTH. Cl) FD a u a.). ° `° NOTE: 2. REFERENCE SHEAR WALL KEY DETAIL FOR DESCRIPTION OF TERMS. BOTTOM PLATE ATTACHMENT WALL SHEATHING A m' o -a o ( o 0 0 1. PERPENDICULAR BEAM AND BUCKET NOT SHOWN FOR CLARITY. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF SHEAR ° ° .3 L a, WALLS ARE TYPICALLY AT WINDOWS, DOORWAYS OR AS SHOWN ON PLAN. ADD'L BOTTOM PLATE ¢ o J ° `a TYPICAL BEAM TO HSS COLUMN0 4. EDGE NAILING IS REQUIRED AT ALL HOEDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT-UP HOEDOWN NAILING AS REQ'D a EDGE NAILING J a U POSTS. REFERENCE HOEDOWN SCHEDULE & DETAILS FOR ADDITIONAL INFORMATION. ` Q > 0' .o' °�'o SCALE: 1" = 1'-0" 5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS UNO 1N SCHEDULE. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH EDGE �T/SHEATHING I �n„ = m 0 a�N p °•`� °�' �' RIM BOARD cn Q o� ' c NAILING AT 12"0C WHERE STUDS ARE SPACED AT 16"0C AND EDGE NAILING AT 6"0C WHERE STUDS ARE SPACED AT 24"0C' (DBL RIM WHERE REO'D) O a o, " >4 6. SIMPSON STRONG-TIE "A35" MAY BE USED IN LIEU OF "LTP5." "LTP5"CLIPS SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT 1111111ro_ o `°o a g o , 0 PLATE TO RIM. USE 0.131"0x11/2" NAILS WHERE CLIPS ARE ATTACHED DIRECTLY TO FRAMING. USE 0.131"0x21/2" WHERE CLIPS DIAPHRAGM 0 - Q'� -- o o a-0 A ✓ / ARE INSTALLED OVER SHEATHING. . •- 6 15 32" APA-RATED PLYWOOD SHEATHING W EDGE NAILING o - o3 4- {.__. 7 (2) 2x FASTENDS ERSAOFDTHE SAMERMAY D DIAMETER ANDE DIN SPACINGCE ASOTHEINGLE 3x BOTTOM PLATDE ATTACHMENT PER LE 2x STUDS SCHEDULEgE SECURED TOGETHER - "ETP" FRAMING CLIP Q ° ° 5 p D o ° o (OVER OR UNDER SHTG) o -'--- -a L o N a v o 8d@6OCEDGES & 8d@12 OC FIELD /ti ° � ., <er 8. WHERE SHEATHING 15 APPLIED ON BOTH SIDES OFA SHEAR WALL AND NAIL SPACING IS LESS THAN 6"OC ON EITHER SIDE, THE JOIST - = W ,�, s o o v 1 FACE OF EXISTING 1' WIDTH OF THE NAILED FACE OF THE FRAMING MEMBER SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES AND NAILS EDGE NAILING cn m 0_' # ° - c _._._..__._ I_-_ _ . . __ I AT ALL PANEL EDGES SHALL BE STAGGERED. ALTERNATIVELY, PANELS SHALL BE STAGGERED SO THAT EDGE JOINTS ON OPPOSITE AaSTEM WALL AND i_ ,+ 3 �; " FRAMING CLIP FOOTING PER PLAN CONCRETE WALL _ ► SIDES ARE NOT LOCATED ON THE SAME STUD. DOUBLE TOP PLATE �� - n_ L..,} Q nn >- o m I I. 9. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS PER DETAILS ON DRAWINGS. EMBED m 0 8 m D 5 -._ ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH PLATE AND SHALL BE AT STUD WALL -�- ANCHOR BOLT z w o cw STEM WALL 6 EMBED TYP LEAST 7 TIMES THE ANCHOR BOLT DIAMETER FORM THE ENDS OF THE PLATE, BUT NOT MORE THAT 1/2 THE TABULATED ANCHOR (P.T.) SILL PLATE Y2" MAX o ~ 0 ¢ I- Q REINFORCING PER PLAN 2'-0" TYP /' I', `� BOLT SPACING OR 12", WHICHEVER IS LESS. SEE ANCHOR BOLT DETAIL FOR PLATE WASHER REQUIREMENTS. [ALT: 5/8"0x8" o ' o / (E) CMU WALL TITEN HD ANCHOR SCREWS MAY BE USED IN LIEU OF ANCHOR BOLTS AT EXISTING CONCRETE, WITH PLATE WASHER & SPACING "' {E) STEM WALL & FOOTING _..a,...__-_...__ :........ ..-_. -.,.....:.-.,__ MATCH I REQUIREMENTS PER SCHEDULE.] 41 J EDGE NAILING T/(E) WALL - 10. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) AT ALL PRESSURE ° II - -.. .- - DOWELS TO MATCH HORIZONTAL TREATED LUMBER. REFERENCE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ,i., REINFORCING W/ 6' EMBED I / 1 d , CNi ° W/ SET-XP EPDXY /Z 0 HIL21 KWIK BOLT-3 11. PANELS MAY BE INSTALLED HORIZONTALLY IF STUDS ARE SPACED AT 16'CC MAX. -�_ ° d A d W/ MIN 2 / EMBED INTO 12. STAGGER EDGE NAILING. a (E) CMU @ 16"OC, 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 o T/FINISH GRADE 2x6 @ CONNECTORS SHALL BE ON THE SAME SIDE OF THE WALL AS THE SHEATHING. ci ° ° -117-11 - j 16"OC ', 14. THE BOTTOM EDGE OF THE WOOD STRUCTURAL PANEL SHALL EXTEND TO AND BE ATTACHED TO THE BOTTOM OR SILL PLATE. �L Q d d ° d N MATCH ° a ) 15. REFERENCE DETAIL BELOW FOR STAGGERED NAIL AND SCREW SPACING AT RIM BOARDS. J EL Ain T/(E) FTG 4 [ I `. e»~ � � 16. WALL TYPE ACCEPTABLE WITH TRUSJOIST AND BOISE CASCADE RIM JOIST AND BLOCKING. Lel 6 EL N, a 44 d ' ... �4„ EMBED �8" MIN STAGGER = DO z ° ° 1J a [ ,� EDGE DIST SPACING/2 SPACING Z a '�' o L.........____.........., 1 STAGGER = 1 ulw �, SPACING/2 SPACING �2" MIN \ PER SCHEDRIMBOARD (n D Jd a ° , 1-II -1 �d11. `n zz 3/' MIN BTWN ROWS �' " CC rx Z o iI- III -, I. o P.T. 2x6 R EDGE DIST \ PER SCHED RIMBOARD 1 I 0 W ,� u N 11 z w o I AROUND OPENING ii /4" MIN + + + _z Z oo jr _ o Q a = iI Y2' MIN + + + • =�z y" MIN + + + + + RIM =� 0 LLT m o m co 1' BTWN ROWS �• + + 2 �_ 1-I., a rn l� BTWN ROWS I O r ° ` Q Z N N ._ - 3/8" MIN R NAILING PER �8 R NAILING PE CHED m z J a a MIN s EDGE DIST EDGE DIST SCHED R S o ¢ o DIAPHRAGM NAILING DIAPHRAGM NAILING co � a J `" a w u o Q (2) ROWS BOTTOM PLATE NAILING �3) ROWS BOTTOM PLATE NAILING Q w NEW FOUNDATION CONNECTION TO EXISTING EXISTING CMU WALL OPENING INFILL WOOD-FRAMED SHEAR WALL SCHEDULE 1 o �' 1 910 --. A18-223 - #11502 1017 3 " " 1G06. p g SCALE:3/4" = 1'-0" SCALE: /4 = 1'-0 SCALE:NONE z La •13 s F I. 9 0 O O 0 _ (E) TRUSSES TO REMAIN PORTION OF TRUSSES (E) TRUSSES TO REMAIN o PORTION OF TRUSSES m i m TO BE REMOVED TO BE REMOVED -- 2x BLOCKING W/ 16d @ 6"OC, TYP DBL 2x4 TOP fL, TYP - - - 16d @ EACH RAFTER-TO-TOP fL' 2x6 RAFTERS @ 16"OC 2x BLOCKING BETWEEN RAFTERS 2x4 BOTTOM R W/ (2) 16d INTO RAFTER 2x BLOCKING BETWEEN (E) TRUSSES TO REMAIN ,. PORTION OF TRUSSES _ DBL 2x TOP R, TYP W/ 8d @ 6"OC, TYP RAF PERS W/ 16d @ 6"OC T/PARAPET TO BE REMOVED (2) 16d END NAILS T PARAPET . 16d @ 6"OC / 2x6 RAFTERS @ 16"OC I. PER ARCH @EACH RAFTER ��. PER ARCH (LEDGER TO W/ 2x BLOCKING BETWEEN RAFTERS 2x BLOCKING 16d @ 6 OC, TYP -BLACKING} 1 EDGE NAILING W/ 8d @ 6"00, TYP EDGE NAILING J�� ��_ v__,r ��16d @ 6"OC {BLOCKING-TO-BLOCKING}, TYP 16d @ 6'0C, TYP � 2x6 RAFTERS @ 16"OC /// EDGE NAILING 1 DGER W/ EDGE NAILING DBL 2x TOP it, TYP 16d @ 6"OC (BLOCKING-TO-BLOCNGTYP 2x4 STUDS @ 1600 EDGE NAILING (2) ENDNLS(2) 16d END N \\ :xBB ::: xL (2) 0-220"0x4" SWDS SCREWS Y o 2x BOTT L W/ (2) 16d @ 6"0C 16d @ 6"0C, TYP EACH RAFTER • �� @ 16"OC AT EACH STUD EDGE NAILING EDGE NAILING PER ARCH 2x6 STUDS @ 16"OC { ) �, E TO (E) R & EDGE NAILING (LEDGER-TO-BLKG) �rT ` - � ' ' "LU5" HANGER 2x BLOCKING @ BRACE W/ EDGE NAILING 2x4 STUDS @ 16"OC = -'1 2x6 STUDS @ 16"OC v EDGE NAILING I w 2x BLOCKING @ BRACE W/ EDGE NAILING ,� �\ o 2x BLOCKING @ BRACE 2x4 STUDS @ 16"OC-----� 16d @ 6"OC, TYP 2x BOTT TL' W/ (2) 16d '''?' It:+' ++ • 16d @ 6"OC, TYP 2x8 LEDGER W/ (2) 0.2200x4" SDWS Lu ++'. ! ��- (LEDGER-TO-BLKG)- 2x8 LEDGER W/ (2) 0.2200x4" SDWS @ 6'OC TO (E) R_ & v 16d NAILS ��- 2x8 LEDGER W/ (2) 0.2200x4" SDWS �� LEDGER-T0-BLKG (4) 2x4 R W/ (2) 16d @ 6"OC INTO 1 `;`' , SCREWS @ 16"OC (AT EACH STUD) BRACE-TO- E TRUSS TYP SCREWS @ 16"OC AT EACH STUD SCREWS @ 16"OC (AT EACH STUD) EDGE NAILING � ( ) 0 p r Q [ ( } { ) (E) TRUSS & EDGE NAILING .� 'F' '� ,• I < SCREWS 2x BLOCKING @ BRACE I 2x BLOCKING @ BRACE W/ EDGE NAILING > > Va Li HANGER �— (4) 16d NAILS `• 1 15/32" APA RATED PLYWOOD SHEATHING W/ ,-� 15/32" APA--RATED PLYWOOD .�� 2x4 BRACE @ EA TRUSS [BRACE-TO-(N) STUD] "LUS" I ++ SHEATHING W/ 8d @ 6"OC PANEL 1 + '. / ~ Sd@6"OC PANEL EDGES & 8d@ 12'OCFIELD, TYF' ILI 11..1 I Q +, ++., 15 32" APA-RATED PLYWOOD z z HANGER ( ) ku Li EDGES & 8d @ 12"OC FIELD, TYP 2x4 BRACE @ 16"OC 4 16d NAILS SHEATHING W/ 8d @ 6"OC PANEL O O (E) TRUSS TO REMAIN ' ' 2x6 STUDS @ 16"OC [BRACE-TO-(E) TRUSS] TYP�f LUS HANGER EDGES & 8d @ 12 OC FIELD, TYP \, �-EXTERIOR FINISHES PER ARCH (E) TRUSS TO REMAIN f '71- 16d @ 6"OC, TYP i ' 1 EXTERIOR FINISHES PER ARCH 2x4 BRACE @ EA TRUSS F.---------EXTERIOR FINISHES PER ARCH Q 16d @ 6"OC, TYP `. ' s• O o 0 0 I- (BLOCKING-TO BLOCKING) 2x BLOCKING W/ EDGE NAILING (BLOCKING-TO-BLOCKING) I c_v ' N16 cv p 1 (E) TRUSS TO REMAIN I ' 6x6 BLOCKING @ CONNECTION W/ A34 CLIP ci m N 2x10 BLOCKING BETWEEN TRUSSES, ATTACH I 6x6 BLOCKING @ TOP CONNECTION W/ .1 + . i�TOP & BOTT & (4) 0.220"0x5" SOWS � 1 TO EACH STUD W/ (2) 0.220"0x4" SDWSI A34 CLIP TOP & BOTT & (4) 0.220"0x5" 16d @ 6"OC, TYP r SCREWS @EACH END �. PROVIDE 4 8d TOENAILS EACH -,1,‘.,,,,.,,‘.' �� r,•,,, O SCREWS & ATTACH TO TRUSS W/ A34 CLIP - ,,i, SDWS SCREWS @EACH END (BLOCKING-TO-BLOCKING) _ \�� - --.- (N) STUD-TO-(E) I t-w I i2 t....:...... .::.. .... , L :� OR (2) 16d END NAILS EACH END + I \ ryi j,„„_-z. - 2x BLOCKING W EDGE NAILING, TYP __. .-...--.. __ \ 2x BLOCKING W/ EDGE NAILING, TYP S��P� �Ssi - r PART OF (E) TRUSS (ALTERNATE) i \ \ 2x 10 BLOCKING BETWEEN ° P1 R 0A- TO BE REMOVED • ��,f ���;��j�� `' - \ TRUSSES, ATTACH TO EACH a I NG EF o 2x8 BLOCKING BETWEEN (E) CMU LINTEL � riktft niet,� • • \ PROVIDE (4) 8d TOENAILS EACH AI EACH�- �� �` �� � PROVIDE (4) 8dTOENAILS E C �� TO REMAIN�� ' - \ STUD W/ (2) 0.220"0x4" N 9 TRUSSES, ATTACH TO EACH 1 : _ .�•' i - ' _ ,� (N) STUD-TO-(E) ' 1 (N) STUD-TO-(E) R 77398E r STUD W/ (2) 0.220"0x4 I� � , �� —T- \�`\ TO TRUSS W/ A34 CL PSDWS SCREWS & AORCH Mt '_ , - -� CONNECTION TRELLIS/CANOPY BY OTHERS �*,�� ki • SDWS SCREWS & ATTACH ; ,i • ;f�� / " �F `\ PART OF (E) TRUSS (2) 16d END NAILS EACH (MAX ALLOWABLE "'4� TO TRUSS W/ A34 CLIP OR I '!I �\� ' n // j \ --- -._-... .. I m - _ - �- -� ,, (E) CMU BOND /� \\ 7TO BE REMOVED END (ALTERNATE) ,,',. .\ — -- I I n REACTION - 5000 OREGON 2 16d END NAILS EACH -›--`- / 1 1 - Sent 13.2 O 11 BEAM TO REMAIN / ' TRELLIS & CONNECTIONS BY OTHERS f `\'. / �� END (ALTERNATE) _.. /Q Q rl 1� 1t .7 - \ •i.,. / - ��+ /1 DIV (E) OWSJ /,� �� �' / r `\ MAX ALLOWABLE REACTION - 500#) _ ( r7 r �1 ice ( �', � �' � 1 E) CMU LINTEL TO REMAIN�/ .-- ; 1! /,. PROVIDE (2) LAYERS OF BLDG - S / EXPIRES:DECEMBER 31,2019 (E) CMU WALL II p PAPER BETWEEN CMU & STUDS ----.-- J � -i; // 1 I TO REMAIN�� il` �` /, - - - - - - — — —. _r i� ! f 5/31/19 1 ! 1i. " o I i I It / --- I Il ,, ILIlil (E) OWSJ --} li ! L__1 I-1.H PART OF (E) TRUSS cry 11 TO BE REMOVED t_u o 2 � (E) CMU LINTEL TO REMAIN (E) OWSJ r--_ I 4X RIPPED TO FIT TOP & BOTT W/ "0 HILTI KWIK 1. = '4-k ,..._! , . . : 1J►�P / (E) CMU WALL TO REMAIN_./..-l'I-I'___ = ,.,71 1. 2 15/32" APA-RATED PLYWOOD SHEATHING W/ (E) FREEZER/COOLER - ' w °' , .0 Lu BOLT-3 @ 24"OC W/ MIN 3 / " EMBED INTO (E) CMU 8d @ 6"OC PANEL EDGES & 8d @ 12"00 FIELD, TYP J U R-711---=. Z m TYPICAL NEW PARAPET TO EXISTING CONNECTION NEW PARAPET TO EXISTING CONNECTION AT ENTRY NEW PARAPET TO EXISTING CONNECTION AT CASH BOOTH m Q W III 0 S o SCALE:N.T.S. SCALE: N.T.S. / \ 0 SCALE: N.T.S. Q w d 3 O _ (/� c N Q n -0 a ,, O N O (Cl 0 N e O C •M ' O 0 J hc E - ° N ▪>> 2x6 RAFTERS @ 24"00 0 a b oma Sao (E) TRUSSES TO REMAIN PORTION OF TRUSSES a D a`, a� E-°-I T/PARAPET 16d @ 6"00, TYP TO BE REMOVED o �+ ° .o '�" a 3 1F- PER ARCH W/ 8d @ BLOCKING6"0C BETWEEN RAFTERS c � 6 L a;-� -"' � 2x BLOCKING W/ 1 fid @ 6"OC, TYP� � a, � -� � a� � EDGE NAILING a0 CO -8 E I ` ,- r . ..- Y.f .14 .�`�: ♦ ♦ „, -- 16d @ 6"OC (BLOCKING-TO-BLOCKING) 00 � o o=' � c rn o_ (2) 16d END MAILS @ 2x TOP TYP - -- A � ° °' DBL _ ° # o ." ---- '.��Ik:: w�l►- - " •'• �� PAR PE - o _. - • EACH RAFTER 1 E] ° o T/ T v ° ii ��� r.-. la PER ARCH i - - - 4 _--_ EDGE NAILING U - T PARAPET 1 i EDGE NAILING - ?- _ a y T v i -° O W •N U c (E) BEAM TO REMAIN --' - f r� v~ ° ` ` ;iij; �j �►� ij �I, ' f (E) DBL TOP TO REMAIN 2x4 STUDS @ 16'bC I 15/z" APA-RATED PLYWOOD `' J . a-) v ° f EDGE NAILING SHEATHING W 8d @ CDC PANEL cn o ° N a 'Ir ! - -EXTERIOR FINISHES PER ARCH EDGES & 8d @ 12"00 FIELD, TYP O k o o ° a� C N Y f Q U1 N - 0+�•- c (E) ROOF FRAMING TO REMAIN i _-.._ �— 2x4 R W/ (2) 16d @ 6"OC I f oF2 S L i,-, N v T E Il 'II' (E) BEAM TO REMAINr i , f '\;;\ Ilkf 2x4 STUD @ f V '\ 2x8 LEDGER W/ (2) .220"0x4" SDWS 6 0 o a'° - u' i\ EA TRUSS 16d @ 6"OC SCREWS @ 16"OC (@ EACH STUD) ✓y o ap 0 a - ' 1 (E) ROOF FRAMING TO REMAIN \;\ (LEDGER-TO-BLOCKING) 7I 2 o o � o o °o n (E) COL TO REMAIN�I� w _ v..-0 N c e 2x BLOCKING @BRACE a ' lEDGE NAILING 7 j N U a (4) 16d TYP BRACE-TO-TRUSS + a s o ° o L a 2x R W/ (2) 16d @ 6"00 ! 1 ++I\ ++ ++ -2x BLOCKING @ BRACE, TYP a ~ ti."3 c` °" & EDGE NAILING ' ' 'i (E) COL TO REMAIN } " (E) TRUSS TO REMAIN A34 CLIP- 2x6 BRACE `� ;d 2x6 STUDS @ 16"OC $- co > 00 r @ TRUSS w EA m 4x4 CONTINOUS W/ z w w N Li o (._) ul CN ,17_, _, ,- ,,,,: ..,- (1) 0.220"0x6' 50W5 SCREW "LUS" HANGER EXTERIOR FINISHES PER ARCH < I- VA VA > w h- � PLAYPLACE EA TRUSS, RIP TO MATCH I n I TRUSS ANGLE >f 6x6 BLOCKING @ TOP CONNECTION W/ o Q 1/32 APA-RATED PLYWOOD i a ` ?, •., A34 CLIP TOP & BOTT & (4) 0.220"0x5„ SHEATHING W/ 8d @ 6'00 PANEL ;- :i __:_11\ SDWS SCREWS @ EACH END I IIS EDGES & 8d @ 12"OC FIELD, TYP , LL \ INFILL STUDS PER PLAN I I 1` • ,.. -,i + �. 2x12 BLOCKING BETWEEN (E) TRUSSES, N EXTERIOR FINISHES PER ARCH CANOPY & CONNECTION TO i• I I ATTACH TO STUDS W/ (2) 0.220"0 x 4" /(E) MULLIONS BY OTHERS I `� SDWS & ATTACH TO TRUSS W/ (2) A34 PLAYPLACE (MAX REACTION=500#) " CLIP OR (3) 16d END NAILS (ALTERNATE) W o I o j r L�_ (E) OWSJTh + 2x BLOCKING W/ 16d @ 6"OC, Q a (E) WF BEAM TO REMAIN ,1l CC 7 I I `_.tSi TYP @ 2x8 BLOCKING J Q o 6x10 BLOCKING W/ A34 CLIP TOP 3 __ -1 u r q - W LZ MM & BOTT Sr (4) 0.220"0x6" SDWS ' i i Iii -- i ' . �PART OF (E) TRUSS TO BE REMOVED n z ce 1 END SCREWS @ EACH END j --�;' Ji + uj (BEAM WHERE OCCURS) (i IIS + f:,... f_.;� ..\ W /o in o in li L //''��// V 1 0 J v-� I 0 --� rZ LL r� ......:...., ......i1.—b1.._ 2x BOTT R W/ _�� I I fY z 1-'-‘1:4 '� I 16d@ 6"OC & EDGE NAILING I 1 11 W Li U L 'T r� I i 14 J (n + _ ' I II - -ri 11 W 0 o te �1 1` LJ_ i i OU ap (n _:_ ii 2x4 BRACE @ EA TRUSS W/ (2) 10d NAILS TO c �'a co ! + � EA CHORD & A34 CLIP TO BEAM W/ - J U o °, ,° i CANOPY & CONNECTIONS BY OTHERS OT- LCIS Sc CONNECTION BY Q �, 5 (8) #9 SIDS SCREWS TO BEAM, TYP u, z z OTHERS (MAX ALLOWABLE Lp J o J w s I (MAX ALLOWABLE REACTION = 500#) BEAM PER PLAN, (N) WALL @ SIM REACTION - 500#) � a < o DO � � o w U o 0 1. r , w CJ Fw- O ?C-- --YfLJ— O W w cn COI- co NEW ARCADE WALL AT PLAYPLACE �� NEW CANOPY AT EXISTING PLAYPLACE TYPICAL NEW PARAPET TO EXISTING CONNECTION r N `� �' A18-223 - #11502 A 0 SCALE: N.T.S. �� SCALE: N.T.S. SCALE:N.T.S. oz S W -4 „. , . i O O O o 5/g"0 x 24"LONG SMOOTH BAR @ 24"OC, 4 m (E) TRUSSES TO REMAIN PORTION OF TRUSSES GREASE ONE SIDE IN DOWEL INSERT TO BE REMOVED 2x BLOCKING W/ 16d @ 6°OC, TYP I / WWF REINFORCING PER PLAN 2x6 RAFTERS @ 16"OC1.--W/ 2x BLOCKING BETWEEN RAFTERS x - x a .. I x . x l'x. ZPER PLAN DBL 2x TOP t, TYP 8d @ 6"OC, TYP (2) 16d END NAILS . T/PARAPET T/PARAPET - ___-___-_____-___40 @ EACH RAFTER .. �— . !`"�. 1 PER ARCH I 1 " 1 PER ARCH -Iii 4" COMPACTED GRAVEL I1 EDGE NAILING _ v !tel -ter 16d @ 6"00 (BLOCKING-TO-BLOCKING), TYP - 1 15MIL VAPOR BARRIER ♦ • ._ .._.♦ • ♦ , i 2x4 STUDS @ 16"OC 2x4 STUDS @ 16"OC EDGE NAILING �� - 1 CONSTRUCTION JOINT COMPETENT NATIVE SOIL OR o I _...-_-. ;: COMPACTED STRUCTURAL FILL EL 2x BOTT It W/ (2) 16d @ 6"OC 16d @ 6"OC, TYP : u TO (E) & e EDGE NAILING rr (LEDGER-TO-BLKG) 2x6 STUDS @ 16"OC (E) BEAM TO REMAIN ce - j SAWCUT OR 11/2" PREMOLDED JOINT o _1,� —2x BLOCKING @ BRACE W/ EDGE NAILING [ :[ 2x BLOCKING @ BRACE, TYP— - II LI WWF REINFORCING PER PLAN z z Q z 1 ++ + + �_, ( ) I x,11. - �n to .+J'„++' + + E ROOF FRAMING TO REMAIN 1 Ip O o < z (4) 16d NAILS �— 2x8 LEDGER W/ (2) 0.2200x4" SDWS J x ' Q x if a' ti 'x ZPER PLAN 5 w 9 TRUSS] TYP I " SCREWS @ 16"00 (AT EACH STUD) �!` ,{ V rx RD v [BRACE-TO-(E) "LU5" i 11 HANGER ` ,J 1 z w Y Q• `�, '."1------15/32" APA-RATED PLYWOOD ~-v1 ' O O, v .D 2x6 BRACE @ EA TRUSS ` (E) COL TO REMAIN�1 I 4" COMPACTED GRAVEL Z .n ';� SHEATHING W/ 8d @ 6"OC PANEL i • \ :` EDGES & 8d 0 12"00 FIELD, TYP ' (E) TRUSS TO REMAIN ', •., I �15MIL VAPOR BARRIER 2x t W/ �_ (2) 16d @ 6"oc I CONTROL JOINT o 0 0 o w •� k `•;,,` EXTERIOR FINISHES PER ARCH & EDGE NAILING 1I _ii_ COMPETENT NATIVE SOIL OR w n cv cw I < 16d @ 6"00, TYP -.. - , COMPACTED STRUCTURAL FILL 1-ii n ci 8 Q (BLOCKING-TO-BLOCKING) ;,` 2x BLOCKING `` NOTES: ^ '!^ 1. FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION/SLAB PLAN I - i I 1 :,, INFILL STUDS PER PLAN 2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. LLI "-"1\. PROVIDE (4) 8d TOENAILS EACH c_ I SAWCUT ALONG SHORT DIRECTION OF POUR FIRST ,S _..-_ - -.. (N) STUD-TO-(E) R 15/2 APA-RATED PLYWOOD SHEATHING Q Pflop 1 -r s 3. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX ,- - F'0 r r- ------- 1 �� y-----"--1-- W/ 8d @ 6"OC PANEL EDGES & 8d �5 GINE - PART OF (E) TRUSS @ 12"00 FIELD, TYP �� �N F9 0� �TO BE REMOVED et 77398E { 2x8 BLOCKING BETWEEN i (E) CMU LINTEL TYPICAL SLAB ON GRADE JOINT DETAILS TRUSSES, ATTACH TO EACH TO REMAIN-� EXTERIOR FINISHES PER ARCH -VP- TRUSSES, 1�- f SCALE:N.T.S. STUD W/ (2) 0.220"4x4" j i000 �` . `�–441. SDWS SCREWS & ATTACH PLAYPLACE OREGON TO TRUSS W/ A34 CLIP OR # e �/� �D S.pi. f 3, ' �" 61 (2) 16d END NAILS EACH I END (ALTERNATE) ,..._........f - ;, 2x BOTT FL W/ 16d @ 6"OC 2x BOTT R W/ ( EXPIRES:DECEMBER 31 2019 (E) OWSJ _. .._.. .. ....... ; I ;' 7& EDGE NAILING 16d @ 6"OC & EDGE NAILING 1 - '. I (E) ROOF SHTG TO REMAIN 5/31/19 (E) CMU WALL �� �— { ) 1/ THRU BOLTS TO REMAIN ; .__.,,•...,...� - " T -::r ,..� , ., „ ,. r. .._..... .– -- - 2 2"4 @ BEAM TO WE COLUMN, J ..-, --fm 1 jou EA SIDE OF FLANGE, TYP - r-- :-, :- co r I BEAM PER PLAN (PROVIDE SOLID ' - -i-I ` 1 i c f--1 WOOD BLOCKING BETWEEN - 1�N i I s, o R f r \ I 11 W ,.. — rr COLUMN & BEAM AS REQUIRED) i 4 �J I -- ---1� rt !- (E) ROOF FRAMING L� TO REMAIN I i a # :' �� � tO • ' 31",: - ���#; (E) STORAGE CANOPY & CONNECTIONS BY OTHERS 1 _° #4 x 24" @ 16"OC, EMBED 2 /2" INTO w . ,A I- �®� - �i>lrigh. ����� ' 1 fI (MAX ALLOWABLE REACTION = 500#) °' N (E) WALL FRAMING TO REMAIN ! �, I i (E) CONC SLAB W/ SIMPSON SET-XP ,t a w (E) FREEZER/COOLER I ... ..', ,11_ EPDXY W m 3 N 0 (E) SLAB-ON-GRADE SLAB-ON-GRADE PER PLAN CO Q a a 4� w �2" EMBED D / 1 w . a w TYPICAL NEW PARAPET TO EXISTING CONNECTION AT STORAGE NEW ARCADE WALL AT PLAYPLACE T/s a 0 ' --:.,• 4 r a ° = MATCH EXIS' SCALE: N.T.S. SCALE: N.T.S. 4 n J V L �' p L N 2x6 RAFTERS @ 16"0C _ (E) TRUSSES TO REMAIN ,,i. PORTION OF TRUSSES - D ,_ L p c TO BE REMOVED ~_ r-, .i . uI ■1 o 2 t:-,'.• D v aE 3 ❑ �_ ----- ° ap � _0 vao 16d @ 6"OC, TYP 1 _ 2x BLOCKING W/ 16d @ 6'0C, TYP -2x BLOCKING BETWEEN JOISTS W 8d @ 6"OC `�1 ^� 1 11— II i I I- o J o 0 w E - N � � . I I . C = "D N v ) 0 EDGE NAILING, TYP / a a N " a -- DBL 2x6 TOP It, TYP-,7) - T/PARAPET Q o C - w " U (2) 16d END NAILS @ EACH RAI TER & 1 cu E v o 16d @ 6 OC (BLOCKING-TO-BLOCKING) Al' I�� PER ARCHI'j r L o o_�Q EDGE NAILING, TYP2 EDGE NAILING k !1� o U O 8 O. C ,_ p-O ..J SUBGRADE PER 3/S-5 � � � � � � � 16d @ 6"00 (BLOCKING-TO-BLOCKING) s o•° p a o ° cS 2x4 STUDS @ 16"0C-----____ 4 EA BRACE (LEDGER- 15/32" APA-RATED PLYWOOD SHEATHING W/ p 0 u p ., . 2x4 STUD @ 16d@ 6"0C \--- •••,,, u, N a 13 8d @ 6"OC PANEL EDGES & 8d @ 12"OC FIELD, TYP ° ° v ,, v v s co L U.0 v •0 J F- .0 c p E LJ EDGE NAILING (8d @ 6"OG) TO-BLOCKING) EXTERIOR FINISHES PER ARCH NEW SLAB TO EXISTING SLAB-ON-GRADE ��8 C 2 Q .. 00 E 0 (2) 2x4 PLATE W/ �i ►P� SCALE: 1 /2' = 1'-0" 0 0.N.6 c L U o 16d 0 6"OC INTO (E) TRUSS i 7 2x BLOCKING @BRACE W/ EDGE NAILING, TYP 1 , it.+ I++I CI Nap.0 o a>- ami 2x BLOCKING @ BRACE ++ ++I — 2x8 LEDGER W/ (2) 0.220"0x4" SDWS SCREWS @ 16"0C (0 EACH STUD) a 8 v v 2x6 BRACE @ a ° �� � Qo - 4x6 BLOCKING @ HIGH CONNECTION W/ o o° N ,_ 0 0 O' (4) 16d NAILS �`` EA TRUSS v a [BRACE-TO-(E) STUD], TYP�' A34 CLIP TOP & BOTT & (4) 0.220"0x5" -_ "LUS" HANGER SDWS END SCREWS @ EACH END .� o ® a L _~ (E) TRUSS TO REMAIN A34 CLIP c� $i ¢ Q i E o �- -0i arso v w 4x4 CONTINOUS W/ t 2x6 STUDS @ 16"OC o tJ \` w I- a 3 o c c-•- (1) 0.220"0x6" SDWS SCREW EA TRUSS, - I RIP TO MATCH TRUSS ANGLE - '. ,,, HSS COLUMN n� L } a ��,_. Y- PER PLAN �' 1 m ao 0o cc na {E) METAL DECK I 4x8 BLOCKING @ LOW CONNECTION W/ 1"± GROUT (1 /2" MAX) o a o o I..- N w Co V? N / 1 A34 CLIP TOP & BOTT & (4) 0.220"0x5" EXISTING SLAB/ NEW SLAB/ N I '..,�` /4 - SDWS END SCREWS @ EACH END FOUNDATION4 FOUNDATION l V -\ I SLAB-ON-GRADE PER PLAN o ul Q W Q Q 4i 1/4 #4 x 24"L DOWEL W/ 4" EMBED INTO /4 n 0 I �' .� ",� J �r,_ (E) FOUNDATION W/ SIMPSON SET-XP #4 x @ 24" OC (E) SLAB-ON-GRADE TO _"' :rj -- ,,-,-- `^^^, ` ` 1 1 I ice- (E) SLAB ON GRADE EPDXY @ 18"00 INFILL PER 8/S-5- I I I I TRELLIS & CONNECTION WHERE OCCURS /i ,' +_ -�+ i BY OTHERS (500# MAX REACTION) T SLAB _ . REINFORCING PER PLAN / TEMPORARY _. ro _, ,11' \:SHORING A5 : 1 �� T/SLAB — ° ° L L 1 nl �4 N c{II r % REO'D /���f + u u T FOOTING • T .. %/'';� 16d NAIL' i '� --2x BLOCKING W/ EDGE NAILING & 16" @ 6"00 (BLOCKING-TO-BLOCKING) a s4. d a / ��,,1 lir _ — 1 /. @ COC 4 d ,X-X---X III—� I —� °I ° d= --- 11=1 I T W o (E) ROOF JOIST " • • 2x8 BLOCKING BETWEEN (E) TRUSSES, ATTACH TO STUDS/NAILER W/ a° 4 fl a 0 TO REMAIN ;;%' ��,' I. {2) 0.220"4x4" SDWS SCREWS @ T 6"OC & ATTACH TO TRUSS W/ A34 -_-_ I I r-1 I 1-1 i 1- 6 i� =i I _ ° �a f AS REQ'D Q `CLIPI — ,� - 4 \ TO INSTALL FTG CC � (2) 16d END NAILS (ALTERNATE) •- - I I- _ OR COLUMN .� ---..__ ......___.._...._ - ._. %'— _...._.._. .,•• �- � �� I k I I—III- L- _ & 3 cr (E) CMU WALL (BOND g . - _. - - - - - EMBED 'rT Q , •1-1 =II n BEAM) TO REMAIN 1:. 2x BLOCKING W/ EDGE NAILING & 16" @ 6"0C e [ SUBGRADE PER 3/S-5 BASE R PER 9/5-6 Z ct o W 4x8 BLOCKING (BLOCKING-TO-BLOCKING) (E) STEM WALL & FI r 0 w RIPPED TO FIT W/ _ I FOOTING �a G - ? J BENT L 3/8"x6" W/ 1/2"0 HILTI KWI BOLT-3 .. _- .-- (2) 0.220"0x3" I PART OF (E) TRUSS TO BE • ° FOOTING PER PLAN 0 1 I [ a COMPETENT NATIVE SOIL OR I m u © 16"OC W/ MIN SDWS SCREWS REMOVED (OVERHANG PORTION) C i- a ,,, u, 8" 1 I @ 12"OC I n / o 2 /4 EMBED INTO (E) CMU, COMPACTED STRUCTURAL FILL SIZE & REINFORCING OR PER GEOTECH REPORT PER PLAN - 00 o N TYP @ WF BEAM-TO (E) BOND BEAM Di J 2x BOTTOM R W/ 16d @ 6"OC & EDGE NAILING 4 fl W m i T'. I U o I I T Q v,; WF BEAM PER PLAN m J z J w z NON-STRUCTURAL Liv( BEAM . . 00 >_ a o L (E) CMU WALL TO BE i WALL PER ARCH–- _ PER PLAN o J REMOVED (SHADED) w CD Q 0 m I- o J (!7 w N � o v V) m u,i � SECTION AT NEW CASH BOOTH _ NEW SLAB CONNECTION AT EXISTING SLAB/WALL TYPICAL NEW HSS COLUMN TO FOOTINGCI -- A18-223 - #11502 103 „ o SCALE: N.T.S. SCALE: 1" = 1 -0 SCALE: /4 = 1'-0" z w S =5 x b 1 7 i 0 0 0 0i. )- ROOF FRAMING NOT "-- IL m SHOWN FOR CLARITY - !_nt WALL FRAMING PER PLAN, o EDGE OF SLAB___A .>„_______--SHEAR WALL WHERE OCCURS _ 2)/2" MIN OR STEM WALL21/2" MIN 8" MIN CMU 8" CMU TO BE REMOVED Y.-; f VENEER PER ARCH ■ © ° / Td REMAIN (BOND BEAM TO REMAIN) ._._, #4 x 24" DOWEL IN +.1/16" } ly„ 1)2„ A.T/(E) CMU HOLE @ 24" OC HAMMER SET, I P.T. SILL R W/ ANCHOR BOLTS 1 TYP 9/2" TYP 1�" TYP 1%2" TYP _ (E) BOND BEAM 1 1EDGE PER SCHEDULE OR NOTES / ///4 /2" EMBEDNO ADHESIVEi TO REMAIN NAILING PER PLAN SECTION AT CORNER SECTION AT EDGE © 2SLAB ON GRADE & �., �--- - _ _ .�,�- REfNFORCING PER PLAN 4 7 0 , ;yi BEAM PER PLAN W/ ATTACHMENT TO BOND BEAM PER 5/S-5 & STEM WALL & - \ .,_ . Oo ,`11 EDGE OF (E) STEM WALL m ; z REINFORCING PER PLAN { 1-.-______ I _` , �2" I \ ATTACHMENT TO HSS COLUMN o VS LAB /16 L-. ...l._-..... . :-.._�. ..._.4._._ PER 12/S 4 . : 1 N HSS COLUMN PER PLANCL x 1.' yP -I i41 z , - WALL TO BE REMOVED 7)/2" z f - H55 COLUMN PER PLAN ` cUn . II 1" NON SHRINK GROUT I I (E) 3/16 I I o °� T/FINSH GRADE ' i I SECTION � 1 a T}-r� 1 - SI,— (E) CONCRETE SLAB-ON-GRADE I i . �(N) SLAB-ON-GRADE PER PLAN SECTION (N) COLUMN PER PLAN 1 S L7x4x1/4 x 4"LONG W/ 1/2"0 al CONNECTION TO (E) SLAB PER 11/S-6 i 4" HILT( KWIK BOLT-3 W MIN `� a SUBGRADE PER 2/S-3 ° _ • SCALE: 1 / = 1'-0' I / z z < z / is - o oA.T/(E) SLAB }._.-.-. ._. ._E......_................. .. . f 2 MIN 21/4„ EMBED, TYP (2) LOC'S ~ T/FOOTING = I = \ z a I a o a (E) CMU WALL iti LU LH v •Cr a 4 ( } WOOD STUD 11 a a c Z p T IF._.,. I • aJ� !� : w J Cl_ i }'t.+ t a 1Y — �� ` ..- III_ f ._._- .. WALL PER PLAN z z •Y < • \ (E) OR (N) ° eV 1 ,....... ..I I O O w I- I I III-I � a I- 1 �� T- I CONCRETE STEM WALL (N) BASE /2 x5'x7' 7 COMPETENT NATIVE SOIL OR = = I I- FOOTING & REINFORCING PER COMPACTED STRUCTURAL FILL I (1/2"x5"x @CORNER) W/ s- co PLAN, CENTERED ON STEM WALL 1 1 w OR PER GEOTECH REPORT (E) OR (N) ., (2) 1/2"0 ALL THREADED RODS INTO `` SECTION - BASE R /2"x7 /2"x7" W/ O O O O CONCRETE FOOTING (E) CONCRETE SLAB (OR STEM WALL) l I (2) 1/2"0 ALL THREADED ry i:1-I- Q ALTERNATE HOOKS _.. -.._ /2 m - o PER PLAN / .LI,..-.-.-.----- .. .1.{-. .-.--. W/ SIMPSON SET-XP EPDXY W/ MIN f I I RODS INTO (E) CONC SLAB 1 31/ " EMBED V 3/16 I W/ SIMPSON SET-XP EPDXY �- 2 ,_6_T/(E) STEM WALL .___._,_ W/ MIN 31/2" EMBED - t W Y r ��PEq PROFFss TYPICAL FOUNDATION FOOTING ° �,�5 �NGIN�FR acv AND STEM WALL WITH SLAB ON GRADE0 NEW HSS COLUMN-TO-FOUNDATION —� 77398E SCALE:3/4" = 1'-D" SCALE: 1" = 1'-0" :-2) , ELEVATION (E) STEM WALL SCALE: N.T.S. OREGON !' --- 'A0 �'S6At.13.20 \.. (L"---4---(E) BOND BEAM & ROOF DRIVE-THRU FRAMING REVISION e A D'�� I FRAMING TO REMAIN ,,,, '/16 V ln o (NOT SHOWN FOR CLARITY) 4 I EXPIRES: DECEMBER 31,2019 I _�..II .. . \ I I SCALE: N.T.S. �4 E3, 111 1 , 1T II II o 5/31/19 HSS = Ok CMU N BEAM PER PLAN _ I — \ . ---- (E) CMU WALL PIER PER PLAN .. - - - I = 0-, .1 0 A I CONNECTION PER 12/S-6 u) / " GAP ._. r. L7x4x 1/4 x 4"LONG W/ 1/2„0 = 0. x 3/16 V SECTION A I HIILTI KWIK BOLT-3 W/ MIN m SECTION A = 1 =-- - ; ..... -. 2 /4 EMBED, TYP (2) LQC'S w W SCALE: 1 / ” ✓ V _ w :.0-° 2 �` - �' I (N) HSS COLUMN PER PLAN W CI 3 i 0 CGI "Q1 1 1 -`��-5/ "� ALL THREADED ROD © 3N d_ BASE R /2"x7 /2"x7" W/ (2) /2 8 oE -`I�T - ALL-THREADED RODS INTO (E) CONC SLAB 18"OC, WELD TO HSS COLUMN, Lo,._..___ .. I 1 TYP EACH SIDE, WHERE OCCURS acr 1 1' GAF' W/ SIMPSON SET-XP EPDXY W/ MIN 3 /2 ww -A' EMBED a ' ,'II j HSS COLUMN PER PLAN1Y 1Y2 1 /SECTION B °_._—. — . Jvv "Oi1 (E) 5" CONCN'N2x STUD @ SIDE OF HSS COLUMN a o v ��11" f '�11 \ \ Ra_ -.-..,.,..... ..__.,.,,._.F SLAB-ON-GRADE W/ EDGE OR FIELD NAILING TO U a° o �' ° © �-�c <. SHEAR WALL SHEATHING AS REO'D J o a v °'o a ° EDGE OF E SLAB J01NT -- -- -- 4 7 -Zrro r \ ° :, \ s-- o = ` (E) CONC FOUNDATION WALL J o v v v ci o ~ a \11 \ ( ) L._. _i- -_.. • 1 �. - -.. - o ^ o .o- N- a u, \ j ° 4 ( ) CONC FOOTING c o o E U 3 712„ z o :12 'So— pc CN p m /16 c e d V r 4 n U c c p O � _c t e — +' c o SECTION B 1 �, _ -TI1 1- -i , N=U v o SCALE: 11/2" = 1'-0" r _- I { 1 I ' "-1 I=1 1 1— • a, a O n_•v, 6 c 2 1- : I ELEVATION I ++ X., O U C U Q7 O O O v IE 0 SCALE: 3/ ' 1'-O" in o J~ C V NEW HSS COLUMN TO EXISTING CMU WALL AND FOUNDATION 4 HSS COLUMN TO WOOD STUD WALL fl ¢ Nv 0 8 C :� � ooc � `� � SCALE: NOTED SCALE: 1" = 1'-0" y 0 a N O•- C ,_ U C p 73 O U O N OU f Q N 0 -2 p ,gQ, , 0 0 0 � U, s- 4'O . U C- O . LO-O /FULL EFFECTIVE /FULL EFFECTIVE / k_ \THROAT, TYP N__ \THROAT, TYP0 o o •o 0 0 p_ o L v- v o • N N j " 4)20 COPE FLANGE WHERE REQ'D CUT FLANGE AS ...----_; ; o L / / CL BEAM 1- st 8 -62 in I' 1)2 TYP 11 TYP /}, 2x BOLT REQUIRED FOR WELD �2 CONNECTION 't THICKNESS `� �/ FOR ADDITIONAL FRAMING, REF PLAN a 00 m co PER SCHEDULE A m o 't �, TYP WELD FLANGE WIDTH TO BE o o e, O + I WIDTH OF TUBE OR SIZE PER z J N v_i U) N �J BASE t 1/ "x10"X10" T/STEEL - - - SCHEDULE A tl V LARGER FOR WELDING Q Lu ~ Q cam' �I' ';_ 2 PER PLAN r - u '`7tqe FOR SIZE & QUANTITY OF SECTION SECTION 0 m ' o I •• �r BOLTS, REF SCHEDULE A - cn / :: 1 I ��S t /TYP X 234„ TYP 1 I -E� / \ cv 5/ �/ —e7 1 -,, =- - V t SHOWSLAN DOR (CLARITY COLUMN CONTINUES @ SIM 16 SECTION 0_ – 1 � II Ilf - STANDARD BOLTED CONNECTION SCHEDULE "A" I- I - COPE FLANGE WHERE REQUIRED 11 II SECTION ry 23 t/ o I MIN CONNECTION LLI ~ 4" CAP I , TYP I I II . BEAM BOLTS MIN HSS WALL WELD WELD o �4 PLATE/STEM CAPACITY (SINGLE a COL T STEEL I o SIZE REQUIRED THICKNESS SIZE T SIZE t1 Q HSS COLUMN PER PLAN / _ I THICKNESS SHEAR 0 4Ir11 -�� FACE OF BEAM WEB PER PLAN - I (. _ W12 (3) 3/4"� W a 1 ::- I SECTION BEAM-TO-BEAM o II – ,� ' \ o z o .641_41 I 1 FOR SIZE & QUANTITY OF W '� n 1" NON-SHRINK GROUT, MIN PROVEDE STEEL SHIM R'S AS O �`~ 0 I BOLTS, REF SCHEDULE A n- Cn D REQ'D FOR INSTALLATION & I I� rr IX In o NOTES: Z cn INSTALL 1" NON-SHRINK GROUT 1 II WT CONNECTOR STEM CO iI \ 1. FOR BEAM & COLUMN SIZE, REE PLAN. NOTES: o -, �' 3 " - - THICKNESS PER SCHEDULE A Z o 7 w 4% = 2. PROVIDE STANDARD BOLT HOLES PER AISC. 1. FOR BEAM & COLUMN SIZE, REF PLAN. - o ul FOR ADDITIONAL a MIN , 4 HILTI 5/8"0 KWIK BOLT-TZ 3. CAPACITIES BASED ON AISC/ASD-9TH EDITION, VOLUME 2, APPENDIX C - A325 BOLTS. WF BEAM PER PLAN 2. PROVIDE STANDARD BOLT HOLES PER AISC. W m 2 a \ ( ) 8 FRAMING, REF PLAN 0 '�' o < Do 4. USE 11/4" FOR BEAMS W8, 08 AND SMALLER. 3. CAPACITIES BASED ON AISC/ASD-9TH EDITION, VOLUME 2, APPENDIX C - A325 BOLTS. - (STAINLESS STEEL) W/ MIN 43/4" Q 0 - EMBED IN CONCRETE 1 , 2x BOLT 1 u, Z z � 5. t = SIZE IN SCHEDULE A FOR SHOP WELDS, FOR FIELD WELDS ADD /g" TO SIZE IN SCHEDULE A. HSS COLUMN PER PLAN--� - �" /i• 4. USE 1 /4" FOR BEAMS W8, C8 AND SMALLER. 1 m � o J a a 5. t = SIZE IN SCHEDULE A FOR SHOP WELDS, FOR FIELD WELDS ADD /g' TO SIZE IN SCHEDULE A. n ° .t O- u, I BEAM-TO-HSS COLUMN o J Q � �' (-) ca W i1-' J '" N 0_ w U cn CO it] ,r] TYPICAL BASE PLATE - HSS COLUMN 9 STANDARD BOLTED BEAM CONNECTIONS0 A. .1 02 I -6 SCALE: 1" = 1'-O" SCALE: 1" = 1'-0" o W (i,9;:. „, y J LIGHTING FIXTURE SCHEDULE : ( NOT ALL MAY APPLY) . E Li Qf CO ELECTRICAL SPECIFICATIONS AND GENERAL NOTES: MARK SYMBOL DESCRIPTION DIFFUSER LAMPS BALLAST MOUNTING MANUFACTURER AND 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 WATTS TYPE CATALOG NUMBER ' 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. F12S ( 6" LED RECESSED DOWNUGHT - 12W LED - RECESSED SECURITY LIGHTING # LB6LEDA10L-30K-9-SA/DBXQL 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 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, " LED - RECESSED SECURITY LIGHTING # LB6LEDA10L-35K-9-SA/DBXQL 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, F12SE 0 6 LED RECESSED DOWNLIGHT - 12W EMERGENCY FIXTURE TO BE POWERED FROM 3. ALLNMATERIALS NIZ EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L.,ETL, CSA, OR CIRCUIT BREAKER SHALL BE LABELED TO IDENTIFY LOAD TYPE AND LOCATION THOSE GREATER REQUIREMENTS SHALL BE ADHERED TO. INVERTER MODEL LG1-T. SEE SHEET E2.0. ANOTHER RECOGNIZED TESTING LABORATORY. 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 Fl2G 6" LED DOWN LIGHT - 12W �D - RECESSED SECURITY LIGHTING # L66LEDA10L-50K-9-GL/IBXS BEFORE ORDERING LIGHTING FIXTURES IN ORDER TO CONFIRM PROPER MOUNTING, EMERGENCY BACKUP BALLAST TO ILLUMINATE THE FIXTURES IN THE EVENT OF A POWER FAILURE. SHALLOW HOUSING LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL ELECTRICAL WORK. Q ALL COMPONENTS SHALL BE IN COMPLIANCE WITH NEPA 101 AND NEPA 70 SECTION700. BALLAST - --...__.. _._.... .. . __.._._ cp 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 SAME AS ABOVE, BUT _ 12W LED - RECESSED SECURITY LIGHTING # L .-.. . . 10L-50K-9-WH/IBXS �� 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. F12GE DESIGNATE FOR EMERGENCY- EMERGENCY FIXTURE TO BE POWERED FROM INVERTER ,z REQUIRED BY THESE AGENCIES FOR THEIR APPROVAL. LESS THAN NUMBER 14 U.S. GAUGE STEEL. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND MODEL# LG1-T. SEE SHEET E2.0 4 s BUSHINGS AND ALL UNUSED KNOCKOUTS SHALL BE LEFT SEALED. THERE SHALL BE SUFFICIENT - - - . v .. , ., .., '/ ., . v ., , ., v ., v ., v v v v w ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED. 49. IDENTIFICATION OF ELECTRICAL ITEMS I s PRISMATIC 44W LED - RECESSED n 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER, AND PROJECT MANAGER IN WRITING BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED. F2 2 X 4 GRID TROFFER ACRYLIC SECURITY LIGHTING: # LCAT24-35HLG-EDU-WP-GK OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES, OR REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. A. PROVIDE PERMANENT IDENTIFICATION MARKING AND NAMEPLATES FOR ALL CONDUCTORS - -- 31. NOT USED AND EACH ITEM OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT, WITH (0-10V _�"-"�� SECURITY LIGHTING THE SAME INSCRIPTIONS AS SHOWN ON THE DRAWINGS. ALL IDENTIFICATION MARKINGS LF27A •' LED HIGHBAY - 139W LED DIMMING PENDANT 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FIRE PREVENTION BUREAU ALL %�l,-���� HBL-60LU-A-2-4K-N-070-CD-WH DOCUMENTS, INCLUDING DRAWINGS AND SUBMITTALS, REQUIRED TO OBTAIN APPROVAL OF THE 32. IN SUSPENDED CEILINGS, SUPPORT CONDUITS AND JUNCTION BOXES DIRECTLY FROM THE SHALL BE CLEARLY AND NEATLY APPLIED. BALLAST) ^ - _ --.- DOCUMENTS, SYSTEM, DECK OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH ,`n �� C EMERGENCY LIGHTING, LIFE SAFETY, AND EXIT SIGN SYSTEM(S) FOR TYPES AND LOCATIONS. A 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 "DOWN ONLY" RADIAL WALL TEMPERED GLASS 14W LED - SURFACE SECURITY LIGHTING cL-_Li L 1-,-)COPY OF THE APPROVED DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT AND ENGINEER PRIOR THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE AND APPROVAL HAS FASTENERS OR RIVETS TO ALL MOTOR STARTERS, DISCONNECT SWITCHES, RELAYS, REMOTE Si H SCONCE - SILVER FINISH RWSC-36L-5K-DO-U-PS cc wL_i Lccil u TO THE START OF CONSTRUCTION. BEEN GRANTED BY THE ARCHITECT AND THE ENGINEER. CONTROL PANELS, PUSH BUTTON STATIONS, PANELBOARDS, SWITCHBOARDS, TRANSFORMERS, 0cvILI W AND OTHER ELECTRICAL APPARATUS. NAMEPLATES SHALL BE WHITE WITH BLACK CORE, "DOWN ONLY" RADIAL WALL TEMPERED GLASS 14W LED - SECURITY LIGHTING S s 3 c; 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: D SURFACE o o c o PANELBOARDS, METERS, ETC. SHALL BE INSTALLED AS INDICATED ON THE ELECTRICAL S1 W SCONCE - WHITE FINISH RWSC-36L-5K-DO-U-WH 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 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 SERVING0 EXIT SIGN WITH BATTERY - 1:8W LED - � CO 00 00 THE ENGINEER PRIOR TO INSTALLATION. CODE REQUIRED CLEARANCES IN FRONT OF ALL INSTRUCTIONS TO MAINTAIN EXISTING AND NEW FIRE RATINGS. VERIFY FIRE RATING CONDI110NS F20 BACKUP SURFACE SECURITY LIGHTING: PRB. SEE NOTE LS3 ON THIS SHEET �. 1 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 M o a INSIDE AND OUTSIDE BY E.C. AFTER ALL CABLING IS COMPLETELY INSTALLED. SEALING METHODS PROVIDE PANEL IDENTIFICATION IN BLACK ALKYD PAINT STENCILED INSCRIPTIONS ON THE - LED - SURFACE TO 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 F21 2 HEADED EMERGENCY - 9. THE CONTRACTOR SHALL INCLUDE IN BID AN ALLOWANCE FOR THE FOLLOWING ADDITIONAL LIFE BATTERY LIGHT WALL OR CEILING SECURITY LTG. #LV4D SAFETY DEVICES, INCLUDING INSTALLATION AND ALL CONDUIT AND WIRE, FOR ADDITIONAL DEVICES CONTRACTOR. THE VERTICAL AND HORIZONTAL CENTERLINE OF DOORS WITHOUT DIRECTORY FRAMES. ^i '-- i w AS MAY BE REQUIRED BY THE REVIEW OF THE AUTHORITY HAVING JURISDICTION. 2i EMERG BATTERY & 2 REMOTE - - LED - c�- 34. NOT USED. D. PROVIDE ON DEVICE PLATES FOR LOCAL TOGGLE SWITCHES, TOGGLE SWITCH MANUAL F22 SURFACE TO SECURITY LTG. #EV4D-02L-0/EVODB (2) EXIT SIGN FIXTURES STARTERS, PILOT LIGHTS AND OTHER ELECTRICAL ITEMS, WHOSE FUNCTION IS NOT READILY HEADS WALL OR SOFFIT (2) EMERGENCY LIGHTING FIXTURES 35. NOT USED. APPARENT, ENGRAVED SUITABLE INSCRIPTIONS OR PLASTIC LAMINATE NAMEPLATES = DESCRIBING THE EQUIPMENT CONTROLLED OR INDICATED. ��;s4 2 HEADED EMERG LIGHT & 2 - LED - 111 CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR EACH FOR QUANTITY ADJUSTMENT. F23 REMOTE HEAD IF REQ'D SURFACE TO SECURITY LTG. #EV4D/EVODB Orr*-1-: 36. NUMBERED CIRCUITS SHOWN ON PLAN ARE FOR THE CONVEYANCE OF DESIGN INTENT ONLY. I I WALL OR SOFFIT ACTUAL FIELD CONDITIONS WILL AFFECT CIRCUITRY. INDICATE THE ACTUAL CIRCUIT NUMBERS E. EMBOSSED SELF-ADHERING PLASTIC TAPE LABELS WILL NOT BE ACCEPTED. 10. THE CONTRACTOR SHALL INCLUDE IN BID ELECTRICAL UNIT PRICES (FLIP) TO PROVIDE ADDITIONAL INSTALLED ON THE "AS-BUILT" DRAWINGS. r 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: D pi h GENERA CH PECO F DEVICE ASSOCIATED COSTS TOT NUMBER 9. THE UNIT DEVICES WITHIN RICE SHALL CEILING DE ALL 37. BUILDING STANDARDS DEVICES, PULLBOXES, AND EQUIPMENT, ETC. FOR RELOCATION TO ACCESSIBLE CEILING AREAS. E.C. LS1. EC TO VERIFY FINAL QUANTITY AND LIGHTING FIXTURE MAKE/MODEL NUMBER WITH LIGHTING MANUFACTURER PRIOR TO ORDERING. ROBISON 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 INC ,I INEERNG SYSTEMS. TIGHT-UP TO THE BOTTOM OF THE STRUCTURAL BEAMS WHERE REQUIRED AND PROPERLY ARCHITECTURAL CEILING PLANS PRIOR TO FINAL BIDS. LS2. LIGHT FIXTURE PERFORMANCE SPECIFICATION: EC SHALL SELECT LIGHT FIXTURES FROM SECURITY LIGHTING EN1G601 aoEERAVE W_NG SUITE 302 SUPPORTED FROM STRUCTURAL MEMBERS. THAT MEET OR EXCEED THE FOLLOWING REQUIREMENTS: LYNNWOO©,WA98036 11. THECONTRACTORSHALL CAREFULLY EXAMINETHE CONTRACTDOCUMENTS, MAKE A SCHEDULED06-364-3343 TEL Si.51EXISTING CONDITIONS OF ALL EXISTING BUILDING EQUIPMENT, DEVICES, FIXTURES, AND SYSTEMS A. SHEET METAL SHALL BE MINIMUM 22 GAGE STEEL. WHITE ENAMEL PAINTED. ARRANGEMENT WITH THE PROJECT MANAGER TO VISIT THE SITE, AND THOROUGHLY BECOME B. ALL NEW CONDUIT RUNS SHALL BE INSTALLED ABOVE AND OVER THE TOP OF ALL NEW THAT REQUIRE REWIRING, REUSE, RELOCATION, OR REFURBISHING AS PER DRAWINGS AND B. PLASTIC LENSES SHALL BE PRISMATIC ACRYLIC. Al2 PATTERN, UNLESS NOTED OTHERWISE. CONTACT'JAMESYBARRA FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK. 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 C. LAY-IN FIXTURES SHALL HAVE HINGED, GASKETED DROP DOWN DOOR FRAMES. REI#:621-158 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 D. PROVIDE FLANGE KITS FOR ALL INSTALLATION IN GYPSUM BOARD CEILING. VERIFY IN THE FIELD. 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 i5,423 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 LS3• ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES FROM SECURITY LIGHTING.WIRING AT THE COMPLETION OF CONSTRUCTION. ALL COSTS FOR ESTABLISHING AND REMOVINGC. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BE INSTALLED LESS THAN 2 INCHES ABOVE RECESSED LIGHTING FIXTURES UNLESS APPROVED BY THE ENGINEER. A. HVAC EQUIPMENT - FOR RED LETTERS USE #PRB (UNIVERSAL), r TEMPORARY POWER SHALL BE INCLUDED IN BID. B. EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES - FOR GREEN LETTERS USE #PGB (UNIVERSAL), OR cr D. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BLOCK OR PREVENT FULL AND C. LIFE SAFETY/FIRE ALARM SYSTEM DEVICES IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED SIGN WITH BATTERY BACKUP, 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. LETTER SIZE, COLOR, TYPE & DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. r-- PROVIDE FOR THE OWNER'S EXISTING FUNCTIONS. SHOULD IT BECOME NECESSARY TO SHUT-DOWN PIPING VALVES, JUNCTION BOXES, DUCT HEATERS, MAIN SUPPLY AND RETURN AIR DUCTS, * • ANY SYSTEM OR PORTION OF A SYSTEM, APPROVAL IN WRITING MUST BE OBTAINED FROM THE PULLBOXES, CLEANOUTS, ETC. THE WRITTEN STATEMENT SHALL BE SUBMITTED TO THE PROJECT MANAGER, ARCHITECT, AND LS4. ALL INTERIOR LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. T. PROJECT INCLUDE THE COST OF ANY TEMPORARY WIRING SHALL BE ONLY FOR E PERIOD PREMIUMAND TIME AGREED REQUIRED FOR THE E. ISENGINEER PRIOR TO WORK. IN THE EVENT THAT THE CONTRACTOR COMMENCES WORK WITHOUT �4R1 O RO?'\ COE .NEW CONDUIT AND PULLBOXES TO BE INSTALLED BELOW NEW OR EXISTING DUCTWORK SUBMITTAL, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COST TO MAINTAIN THE LS5. LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE SHUTDOWN. SHALL BE MOUNTED TIGHT UP TO BOTTOM OF DUCT WITH 90 DEGREE BENDS UP SIDEWALL ABOVE IN GOOD WORKING ORDER AND CONDITION. MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP AND BALLAST SPECIFICATIONS SHALL BE STRICTLY c, L29 14. ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, TOOLED, CONNECTED, CLEANED, OF DUCT TO MEET REQUIREMENTS OF LETTER C ABOVE. SUPPORTS SHALL NOT PENETRATE FOLLOWED. ANY DEVIATION FROM LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S ,30, V ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE 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 CORPORATION. w 05 OF CONDUIT RACEWAY SYSTEMS WITH DUCTWORK OR PIPING SHALL BE PROVIDED WITH COMMUNICATIONS OUTLETS. ELECTRICAL ENGINEERING DRAWINGS SHALL BE USED FOR CIRCUITING a MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. VIBRATION SEPARATION METHOD APPROVED BY THE ENGINEER. INFORMATION ONLY. 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 INSTAL I FD WITHIN ALL EXISTING FINISHED BUILDING 53. E.C. SHALL REFER TO MECHANICAL AND PLUMBING ENGINEERING DRAWINGS FOR EXACT LOCATIONS ORDER INDOOR, OUTDOOR, EMERGENCY AND PLAY PLACE LIGHT FIXTURES FROM: ° BELONGING TO 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. d r � 0 E 2 o 2 o.o BE PROPERLY INSTALLED. UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT EMT AND FLEXIBLE RACEWAYS NOT MORE THAN 6'-O" LONG. ELECTRICAL CONTRACTOR MR. STEVE FRIEDMAN V Q 0 0 C 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) w J o '3)o ° BIDS FOR SUCH CONDITIONS. FIELD VERIFY ALL LOCATIONS ON SITE PRIOR TO FINAL BIDS. 1085 JOHNSON DRIVE 7 a - 0 u ,. 16. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS, EXCEPTIONS DURING BIDS SHALL BE SUBMITTED IN WRITING. DEMOLITION NOTES: BUFFALO GROVE, IL. 60089 PENDANT INSTALLATION o a m 3 Q.E AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE 1-800-544-4848 FAX 847-279-0642 a r. _c_., a N" a - EQUIPMENT. SUBMITTALS SHALL 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 D ETA I L vm� ¢ a) PARTIAL SUBMITALS WELL NOT BE REVIEWED. HAVE EXAMINED THE CONSTRUCTION SITE WITH RESPECT TO CONSTRUCTION DRAWINGS, JOB CONDITIONS. 0 - E' °- c o ACTUAL FIELD CONDITIONS, DOOR FRAME HEIGHTS, PIPING OBSTRUCTIONS, DUCTWORK 0 o 0-c 0 o 0'Cl 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. O ° 0 a 0 A. LIGHTING FIXTURES AND LAMPS ° - 0 0 ° 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. / ` 7 \ ' .. // �� a o °' CO C. LOW VOLTAGE RELAYS AND SWITCHES OR GREATER IN QUALITY TO EXISTING APPROVED BUILDING STANDARD MATERIALS PRESENTLY v f a o E 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 % D 0 0 ° o ° APPROVAL OF THE ARCHITECT, PROJECT MANAGER, AND THE ENGINEER. AMERICAN NATIONAL STANDARDS INSTITUTE. Lu 0 O- � 0 . 18. CONTRACTOR SHALL PROVIDE "AS-BUILT' DOCUMENTATION AND HARD COPY REPRODUCIBLE Q tCS 0 J~ ° ° 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 0 Q E ' ° ENGINEER. AS-BUILT DRAWINGS SHALL INDICATE EXACT CIRCUIT NUMBERS, LOCATIONS OF ALL 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 D-� (2 0 °' o DEVICES, CEILING FIXTURES, AND RACEWAY FOR LIGHTING, TELECOMMUNICATIONS AND POWER COVER. SUPPORT SUCH ENDANGERED CONSTRUCTION AND DO NOT RESUME OPERATIONS UNTIL 0 o - DISTRIBUTION SYSTEMS AS INSTALLED. AUTHORIZED BY THE ARCHITECT. 1 j C 0 -o -c a? o L E J. ALL JUNCTION BOXES SERVING LIGHTING AND POWER SHALL HAVE CIRCUIT NUMBERS AND 0 0 N 0 CL) o 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 / t / . „ / .y 0° o Q� UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED ON DRAWINGS. TEMPORARY SHORING SYSTEMS USED DURING THE REMOVAL OF ALL STRUCTURAL ELEMENTS, AA ; . w 38. A NEW PANELBOARD COPPER GROUND BUS SHALL BE INSTALLED FOR EQUIPMENT GROUNDING EXCEPT, AS OTHERWISE AGREED BY THE BUILDING DEPARTMENT AND ARCHITECT. �t @ 0 0 3 (21-8 0 °,..-, 20. EXCEPT AS NOTED OTHERWISE, ALL WORK REQUIRED FOR THE ELECTRICAL INSTALLATION AS REQUIREMENTS FOR ALL PANELBOARDS LACKING A GROUND BUS. 0 ��-.- D >. ° 0 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 Q Com-- ° , 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 `` �. o o o 0 0, F- a 3 w c..-• to., 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 a- 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. - Y-- r 0 LIMITED TO POWER, COMMUNICATIONS, SECURITY, PAGING, TEMPERATURE CONTROL AND CONTROLS. CONTRACT DOCUMENTS WITH ARCHITECTURAL AND DEMOLITION DRAWINGS TO EXISTING CONDITIONS. A V V A 0 " 0 c'v 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 ci �' �� * iri 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 ` L ' METHODS, NOT BY THROWING OR DROPPING, PERFORM CUTTING AND STRIPPING SO THAT THE LIGHTING FIXTURES a LO _, ( � 23. MINIMUM CONDUIT SIZE SHALL 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 1 / BOTTOM OF n 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. Neutral C f FIXTURE 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 I POWER .L MOUNTING 24. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH FLEXIBLE / MANUAL SWITCH HEIGHT �, STEEL CONDUIT, 1/2 INCH MINIMUM, INCLUDING AN INSULATED COPPER GREEN EQUIPMENT INSTALLATION OF NEW CONSTRUCTION, AND JUNCTION WITH EXISTING WORK CUT BACK FINISHED 1Hot PACK T (if shown on drawings) SHALL ` N GROUNDING CONDUCTOR OR SHALL BE MADE WITH METAL CLAD TYPE CABLE. 41. VERIFY CLEARANCES FOR ALL NEW OR EXISTING RELOCATED ELECTRICAL WORK BEFORE SURFACES TO STRAIGHT, PLUMB AND LEVEL AS REQUIRED. , COMPLY r- PROCEEDING WITH CONSTRUCTION. COORDINATE USAGE OF AVAILABLE SPACE WITH ALL TRADES. IN I WITH 25. NOT USED. 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 MANUFACTURER'S - '� o WORK. PROPERLY EQUIPPED FOR THE PERFORMANCE OF THE TYPE OF WORK REQUIRED BY JOB RECOMMENDATIONS g 26. WIRE NUMBER 8 AND SMALLER FOR USE IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN CONDITIONS, PROVIDE WET VACUUM EQUIPMENT AS REQUIRED FOR CONTROL OF WASTE COOLING 3' MIN CO 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. EXACT ROUTING OF THE EXISTING CONDUIT SHALL BE DETERMINED ON THE JOB SITE BY THE LOW VOLTAGE CABLE NUMBER 6 AND LARGER SHALL BE TYPE THW 600 VOLT INSULATED COPPER. WIRE WHICH IS JiI ci EQUAL EQUAL 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 /; I I c, COPPER CONDUCTORS. NO WIRE SMALLER THAN NUMBER 12 AWG SHALL BE USED FOR LIGHTING BY MECHANICAL AND ELECTRICAL TRADES. E - >- aL COPPER POWER. 43. NOT USED. - / i_1 12. DRILLING AND INSTALLING SLEEVES FOR PASSAGE OF PIPING, CONDUIT AND TUBING SHALL BE n („ 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. /; a a J 27. BRANCH CIRCUIT HOMERUN WIRING: / A. GENERAL PURPOSE BRANCH CIRCUIT HOMERUNS CONSISTING OF TWO NETWORKS SHALL METAL DECK, WHERE APPLICABLE. , OCCUPANCY / // 0 „ Z' U) , 13. REPAIR, RESTORE, REPLACE OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS SENSOR LL �0 HAVE PHASE, NEUTRAL AND GROUND CONDUCTORS INCREASED TO NUMBER 10 AWG, THWN /' I! Lil ASA MINIMUM. WHERE HOMERUN (ONE OR MORE NETWORKS) EXCEEDS 100 LINEAR FEET, 45. PROVIDE A WRITTEN GUARANTEE THAT THE ELECTRICAL INSTALLATION IS FREE FROM MECHANICAL ASA RESULT OF DEMOLITION OPERATIONS AT NO ADDITIONAL COST TO MCD'S OR Jj ` - W o o 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 , �, TYPICAL ` Q CONDUCTOR SIZE SHALL BE INCREASED ONE TRADE SIZE. / / DINING 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. / 1 71 -SEATING / CL INSULATED COPPER GREEN GROUNDING CONDUCTOR ROUTED IN THE SAME CONDUIT. PARTS OF THE INSTALLATION WHICH MAY FAIL WITHIN A PERIOD OF 12 MONTHS FROM NOTES: / 1 i�� c-�+ v� _' 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 AIL DEBRIS BECOMES THE PROPERTY +t G `� z , w 2: 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. REFER TO LIGHTING PLAN FOR OCCUPANCY SENSOR LOCATIONS AND QUANTITIES. W a <C o 3 ,,; TO THE PANELBOARD CIRCUIT BREAKER, SPECIFICATIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND/OR DRAWINGS. (IF NEEDED) CO CY CO - o 0 15. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE, H O 0 �' E L, REMOVE DAILY AND DISPOSE OF IN A LEGAL MATTER. NO ON-SITE SALE OR BURNING OF FINAL TERMINATION TO BE COORDINATED WITH DECOR SEATING AND ARTWORK. C\I cJ : u " a Efi ;°, DEMOLISHED MATERIALS WILL BE PERMITTED. 1 O C C U P A N C Y SENSOR CONTROL D ETAIL REFER TO FOREVER YOUNG GUIDELINES. A18-223 - #11502 16. LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. E1 .0, O 2 PENDANT INSTALLATION DETAIL W = i E1.0, 15 GENERAL NOTES Reference only Not part of this permit LL.; Li Li Li Li >- GENERAL ELECTRICAL NOTES ( NOT ALL MAY APPLY') : _, 0 GROUNDING: SECURITY AND DRIVE-THRU CAMERAS: c, G1. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIRST METHOD SHALL S1. EC TO PROVIDE ELECTRICAL POWER AND COMMUNICATION CONDUITS FOR BUILDING MOUNTED SECURITY AND c.: INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME DRIVE THRU CAMERAS. COORDINATE FINAL LOCATIONS WITH SECURITY AND DRIVE THRU CAMERA INSTALLERS. w' CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER NEC SECTION 250 REQUIREMENTS. THIS CI INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE EQUIPMENT GROUND BUS IN THE CORRESPONDING CIRCUIT BREAKER PANEL, AND THE OTHER END LIGHTING: 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. z z z o SECTION 250 REQUIREMENTS. BOTH GROUNDING METHODS ARE REQUIRED IN A MCDONALD'S RESTAURANT. 0 0 0 0 ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED U: cn v-) U) cc L2. COORDINATE THE LOCATION OF JUNCTION BOX (IN THE WALL) WITH THE OPENING IN TRELLIS (FOR THE 5 5 5 5 < GROUND/DEDICATED CIRCUIT DETAIL. Li Li Lo w LU LIGHT FIXTURE WIRES). THE LOCATION OF THE JUNCTION BOX AND THE OPENING IN THE TRELLIS SHALL cc w �. a 0 G2. THE BUILDING GROUNDING SYSTEM SHALL COMPLY WITH NEC ARTICLE 250, MCDONALD'S SPECIFICATIONS. BE ALIGNED FOR THE LIGHT FIXTURE TO BE INSTALLED PROPERLY. COORDINATE INSTALLATION OF Li - Li z J CA : JUNCTION BOX AND ANY NECESSARY OPENINGS IN TREWS WITH GC AND TRELLIS/CANOPY MANUFACTURER. z z Li z =" CUTION: IT IS A SAFETY HAZARD AND AN NEC VIOLATION TO HAVE ANY NEUTRAL TO GROUND SEE LIGHT FIXTURE INSTALLATION INSTRUCTIONS FOR REQUIREMENTS REGARDING MOUNTING BRACKETS FOR w CONNECTIONS BEYOND THE MAIN ELECTRICAL DISCONNECT MEANS. MCDONALD'S GROUNDING STANDARDS 0 0 0 0 PURPOSELY EXCEED THOSE GIVEN BY THE NEC. THE EC SHALL PROVIDE A BUILDING GROUNDING SYSTEM USE IN C-CHANNEL TRELLISES. 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 OFa-, co co 00 OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE GC BEFORE THE e',1 G3. EC SHALL REFER TO "POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL, FOR REQUIRED WIRING THE INSTALLATION OF SUCH FIXTURE(S). EC SHALL COORDINATE LOCATIONS OF ALL LIGHT FIXTURES IN co Q < CD REQUIREMENTS OF COMPUTER PANEL CP. DINING AREA WITH FINAL SEATING AND DECOR PLANS. U r; " " b' G4. METAL RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS ASN r I > REQUIRED BY NEC SECTION 250 REQUIREMENTS. L4. IF PC-POS CASH REGISTER SYSTEM IS INSTALLED, EC SHALL RELOCATE FIXTURES ABOVE FRONT W cL COUNTER TO AVOID GLARE ON THE CASH REGISTER SCREENS. EC SHALL INSTALL CABLE WHIP TO CONDUIT AND WIRE: FIXTURES SO THAT FIXTURE MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING CABLE WHIP. W1. THE FOLLOWING WIRING METHODS SHALL NOT BE USED: NON-METALLIC SHEATHED CABLE (ROMEX, NM, L5. EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS TO AVOID INTERFERENCE WITH ANY CORBELS, -----61 NMC, & NMS), ARMORED CABLE TYPE AC (BX), ELECTRICAL NON-METALLIC TUBING, TYPE ENTTRUSSES, BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT (SMURF-TUBE). ORIENTATION PER MANUFACTURER'S INSTRUCTIONS W2. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE USED. 1G CIRCUITS SHALL BE L 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 RoBisoN 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. "ROMEX" OR "BX" SHALL NOT BE USED. ENGINEERING,INC W3. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO CABLE 1940140TH AVE W..SUITE 302 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 LYNNWOOD.WA 98036 ALL LOW VOLTAGE CONDUIT STUB-UPS SHALL BE PROVIDED WITH A BUSHING. EXTERIOR LIGHTING FIXTURE OR SIGNAGE BALLAST. 20636433437EL CONTACT JAMES YBARRA W4. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM 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 REIN:621-1 8 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 THIN. OR ANY PART OF THE TOY STRUCTURE. �F'R PRO/. 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. LIGHTING FIXTURES AND MAKE ANY NECESSARY F� O STRANDED COPPER. ALUMINUM CONDUCTORS SHALL NOT BE UTILIZED FOR FEEDER OR BRANCH CIRCUIT CORRECTIONS PRIOR TO INSTALLATION. 15,423 y DISTRIBUTION. W6. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES: a s i • O OUTDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) 4/ 0 1. EXPOSED: RMC, IMC. } RkQ RO$'S 2. CONCEALED: RMC, !MC. 0 3. BELOW GRADE, SINGLE RUN: RNC, RMC. L g 4. BELOW GRADE, GROUPED: RNC, RMC. < J36- 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, L Q ELECTRIC SOLENOID, OR MOTOR-DRIVEN EQUIPMENT): LFMC. 0 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 3R OR 4. J a, o ° INDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) L 0 °.. . °.N 1. EXPOSED: EMT, IMC. GO a ° o '�-.-' <E ° o2-° ov ° o aaa� ° tea,, 2. CONCEALED: EMT, IMC. L L m a a4: o ° 3. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, =o o- 0 ,_, O T 0 v'° . ° a° ELECTRIC SOLENOID, OR MOTOR-DRIVEN EQUIPMENT): FMC; EXCEPT USE LFMC IN DAMP OR WET o LOCATIONS. 0 o 3 %).,,_ °cr m 0 a a '- 4. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. u a o.C. � is " N to�' 0) N N 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: A. DAMP, WET OR KITCHEN 9 E (t- c.� LOCATIONS: NEMA 250, TYPE 4, STAINLESS STEEL. oo tri !,:4, 0 0--S WO 4:: -..'j ,-. o� ° C C a TABLE W6: O O O O ° °-°CO Cl) v .0 2._ O-(2,.., ° LOCATION 208V. 480V. LOW ENERGY* as 0 0 °7) a C T ° C U p..+ °E O EXPOSED ■1111• C c.), U N o U/1 INDOORS < 1" EMT COMPRESS. FIGS IMC THREADED FIGS EMT COMPR. FIGS /w o ire v o ° ,_ O f ° N ° N C O >1.25" IMC THREADED FTGS `�• `"= O0? ° ° 2 N N OUTDOORS RMC OR IMC THREADED FTGS RMC OR !MC THREADED FTGS RMC OR IMC THREADED FIGS ® Q,0'o.6 0 =a °• °� n ai L -''E CONCEALED oacnoQ0 WALLS <2" EMT SET SCREW FTGS <2" EMT SET SCREW. FIGS EMT 0 0 E IE o (2-o„ n ° a. >2.5" IMC THREADED FTGS >2.5" IMC THREADED FIGS 1/2"- 2" SET SCREW FIGS o -i .- c 4).3 w 2.5" - 4" COMPR. FTGS ° 0 3 0.7:) ° 0 ° AIR HANDLING <2" EMT COMPR. FTGS 2" EMT COMPR. FIGS < >2.5" EMT COMPR. FTGS L' ` N -I-5 15 a� 0 o CEILING/SPACE >2.5" IMC THREADED. FIGS IMC THREADED. FIGS a m > 0 0 oL a tea, - NON AIR <2" EMT SET SCREW FIGS <2" EMT COMPR. FTGS >2.5" EMT SYMBOLS AND ABBREVIATIONS (NOT ALL MAY BE USED) HANDLING >2.5" IMC THREADED. FTGS IMC THREADED. FIGS 1/2" - 2" SET SCREW FIGS L., CEILING/SPACE 2.5"- 4" COMDR. FIGS © - in- 0 o BELOW GRADE SYMBOL. DESCRIPTION SYMBOL DESCRIPTION i ,, N c) 0 NI o� INTERIOR IMC THREADED FIGS OR IMC THREADED FIGS IMC THREADED FIGS SCHEDULE lbe SINGLE POLE SWITCH, 3W=THREE WAY SWITCH, K=KEYED SWITCHED 0 BUZZER - L 5 Li 'fa- - SCHEDULE 40 OR 80 PVC 40 OR 80 PVC Q c 0 III �TRANSFORMER BUTTON FOR BUZZER EXTERIOR SCHEDULE 40 OR 80 PVC SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR v JB WITH DUPLEX CONVENIENCE OUTLET (FLUSH WITH CEILING) 10 01 PULLBOX OR RMC THREADED FTGS RMC THREADED FIGS RMC THREADED FIGS -EN JB WITH SINGLE CONVENIENCE OUTLET III PANELBOARD rn Qa JB WITH DUPLEX CONVENIENCE OUTLET 0 0 CIRCUIT BREAKER cv W7. ALL CONDUITS PENETRATING THE FREEZER/COOLER BOX SHALL BE SEALED IN COMPLIANCE NEC SECTION JB WITH TWO DUPLEX CONVENIENCE OUTLETS A AMPERES 0-, 300 AND THE FREEZER/COOLER BOX MANUFACTURERS REQUIREMENTS. '• O 0 JB WITH FLUSH FLOOR MOUNTED OUTLET ACM AREA CONSTRUCTION MANAGER G W8. PROVIDE THREE (3) 3/4" EMPTY CONDUITS FROM PANEL LP-1 UP TO THE CEILING SPACE AND CAP FOR cc FUTURE USE. tl JB WITH SPECIAL PURPOSE OUTLET AFF ABOVE FINISHED FLOOR ® JB WITH ISOLATED GROUND OUTLET .; at TEMPERATURE CONTROLS: =IG4700A, =IG5262 C CONDUIT e. ® =IG4710, ® =IG5261 , ® ® CCT CIRCUIT 0 >- z c- T1. REMOTE TEMPERATURE SENSORS: EC SHALL PROVIDE 1/2" CONDUIT FROM JUNCTION BOX ABOVE CEILING INTERCOM STATION W/ 3/4"C- TO MAIN STATION EC ELECTRICAL CONTRACTOR uj DOWN TO SENSOR MOUNTED AT 4'-O" TO 4`-6" AFF. I I 7) Li K1 TELEPHONE JACK GC GENERAL CONTRACTOR f-1 T2. SEE DETAIL ON SHEET M3.0. SEE SHEET M3.0 FOR SENSOR MOUNTING DETAIL. LOCATION OF WALL C� F 0 n 0 o MOUNTED TEMPERATURE SENSORS ARE SHOWN ON SHEET M1.2 AND E2.0. 0J JUNCTION BOX - WALL OR CEILING MOUNTED GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER U LL s - G.-, 0 T3. WHEN WIRING FOR PROGRAMMABLE THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDUIT, THE CP DISCONNECT SWITCH GND GROUND LLI n-- 0 WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED ¢ u; OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE VOLTAGE WIRING AS Q STUB UP THRU ROOF IG ISOLATED GROUND a_ m 0 w- ELECTRICAL INTERFERENCE NOISE WILL CAUSE ERRATIC CONTROL OPERATION. ALL THERMOSTATS SHALL BE � o `r' (NOISE) 0 THERMOSTAT SENSOR W/ 1/2"C- UP TO CEILING SPACE JB JUNCTION BOX CL MOUNTED 4'-0" AFF. .. z _.:, w --- 0 MOTOR CONNECTION KES KITCHEN EQUIPMENT SUPPLIER • CO W d z 0 0 FLAT PANEL TELEVISIONS: ./E-- \ CONDUIT RUN CONCEALED IN CEILING OR WALLS MLO MAIN LUGS ONLY r-- 1"1" 0 -, Li - - 0 / ____ . CONDUIT RUN IN FLOOR SLAB WP WEATHERPROOF ; N0 a ` "' CO U) TV1. EC SHALL PROVIDE A DUPLEX RECEPTACLE AND A LOW VOLTAGE BROADBAND CONNECTION FOR THE _ INSTALLATION OF FLAT PANEL TELEVISIONS. COORDINATE EXACT LOCATIONS WITH DECOR COMPANY. FOR 0.T MANUAL SWITCH (T=THERMAL OVERLOADS) A18-223 - #11502 BROADBAND CONNECTION, EC SHALL PROVIDE A 4 X 4 BOX WITH A 3/4" CONDUIT STUB-UP WITH A HOT (SHORT), NEUTRAL (LONG), EQUIP GRD (LONG WITH DOT), & c _, BUSHING INTO ACCESSIBLE CEILING SPACE. I IIX & 'X' DENOTES ISOLATED GRD 0' L1 J-BOX WITH FINAL EQUIPMENT CONNECTION NOTES AND DETAILS Reference only Not part of this permit • LJ W LJ W LJ )- it a: c Cr if m KEY \ OTES FO DUAL PO \ T O3E NG SYST= V1 DETAIL 1 FLAT PANEL TELEVISIONS: EC SHALL PROVIDE 1/2"C, 2#12, #12G POWER FEED TO A DUPLEX RECEPTACLE AND A LOW VOLTAGE BROADBAND CONNECTION FOR THE INSTALLATION OF FLAT PANEL TELEVISIONS. COORDINATE EXACT LOCATIONS WITH DECOR COMPANY. FOR BROADBAND CONNECTION, EC SHALL PROVIDE A 4 X 4 BOX WITH A 3/4" CONDUIT STUB-UP WITH A BUSHING INTO ACCESSIBLE CEILING SPACE. COORDINATE QUANTITY, FINAL LOCATION, AND REQUIREMENTS WITH DECOR PRIOR TO ROUGH-IN. COORDINATE LOCATION OF RECEPTACLES SO THAT RECEPTACLES ARE LOCATED ON FULL HEIGHT WALLS PER THE DECOR PLAN. PROVIDE POWER FROM SPARE CIRCUIT BREAKER WITHIN EXISTING APPLIANCE PANELS OR COMPUTER PANEL. 2 E.C. TO PROVIDE AN ALLOWANCE IN BID TO PROVIDE TWO(2) FLEXIBLE POWER CONNECTIONS (1/2"C, 2#12, #12G POWER FEED) o FOR POWER TO FURNITURE/ FAMILY EXPERIENCE ELEMENTS AS PART OF THE DECOR PACKAGE. E.C. SHALL VERIFY EXACT a LOCATIONS IN HELD AND WITH DECOR DRAWINGS. PROVIDE ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETE AND FULLY a NEC CODE COMPLIANT INSTALLATION. ALL COMPONENTS SHALL BE FED FROM A GFCI TYPE CIRCUIT BREAKER AND BRANCH CIRCUIT SHALL CONTAIN TWO PATHS OF GROUNDING (CONDUIT BODY AND AN INSULATED GROUNDING CONDUCTOR) TO COMPLY WITH o McDONALD'S GROUNDING STANDARDS. 3 PROVIDE POWER WITHIN CEILING FOR CONNECTION TO SELF ORDER KIOSKS. COORDINATE EXACT LOCATION OF KIOSKS WITH DECOR DRAWINGS. PROVIDE 2#12,1 #12 GIRD., & 1#12 ISOLATED GROUND ON A 20A DEDICATED CIRCUIT FED FROM THE EXISTING Lii COMPUTER PANEL FOR EVERY ONE (1) DOUBLE SIDED OR TWO (2) SINGLE SIDED KIOSKS. IF RESTAURANT DOES NOT RECEIVE zz - a z Q KIOSK, PROVIDE J-BOX AND 1/2" CONDUIT WITH PULL STRINGS TO TWO (2) SPARE 20A/1P BREAKERS WITHIN EXISTING COMPUTER 7) c r. PANEL. "ALL ELECTRICAL FEEDS FOR THE KIOSKS ARE TO HANDLED BY THE GENERAL CONTRACTOR'S ELECTRICIAN ON SITE." EC TO Ir COORDINATE QUANTITY, FINAL LOCATION, AND REQUIREMENTS PRIOR TO ROUH-IN. er.: ! `' W U U LJ J Z Q 4 TAMPER RESISTANT GFCI DUPLEX RECEPTACLE (1/2"C, 2#12, #12G POWER FEED) IN PUBLIC AREAS. EC SHALL PROVIDE PASS & o a c 0 SEYMOUR "SAFELOCK" 2095-TR-* ("*": I=IVORY, W=WHITE, GRY=GRAY, BK=BLACK, RED=RED, LA=LIGHT ALMOND). SPECIFIED RECEPTACLE BECOMES DE-ENERGIZED UPON FAILURE OF GFCI DEVICE. NO SUBSTITUTIONS.(TYPICAL). COORDINATE LOCATION OF cr, rn 00 Z. RECEPTACLES SO THAT RECEPTACLES ARE LOCATED ON FULL HEIGHT WALLS PER THE DECOR PLAN. COORDINATE QUANTITY, FINALLE) ~ LOCATION, AND REQUIREMENTS WITH DECOR PRIOR TO ROUGH-IN. • o 0 5 ROUGH IN FOR FUTURE DIGITAL BULLETIN BOARD. CONFIRM LOCATION WITH ACM. •0- r) (N r- I > LJ 6 EC TO REPLACE EXISTING HAND DRYERS WITH NEW AND MAINTAIN EXISTING CIRCUITRY FOR POWER CONNECTION. MODIFY EXISTING Q FEEDER AS NECESSARY FOR COMPLETE TERMINATIONS PER MANUFACTURER'S SPECIFICATIONS. EC TO VERIFY QUANTITY, FINAL LOCATION, AND REQUIREMENTS PRIOR TO ROUGH-IN.ZVERIFY IF OPTIONAL TABLE TRACKER SYSTEM IS TO BE USED. IF USED, PROVIDE 2#12, 1 #12 GRD, & 1#12 ISOLATED GRD. TO ,0,41 AVAILABLE SPARE 20A/1P BREAKER WITHIN EXISTING COMPUTER PANEL. CONNECT CIRCUIT TO TWO (2) IG RECEPTACLES, ONE (1 ) v RECEPTACLE FOR SERVER (TYPICALLY LOCATED IN I.T. CLOSET AND ONE (1 )RECEPTACLE FOR MONITOR (TYPICALLY LOCATED AT HES OR PICKUP COUNTER). COORDINATE EXACT LOCATION(S) IN THE FIELD AND REQUIREMENTS WITH MANUFACTURER'S INSTALLATION ROBISON INSTRUCTIONS. ENGINEERING, INC PB = Pullbox VIF = Verify in Field DUAL P 0 I N T ELECTRICAL SCHEDULE 1940140THOD.W 98036, JB = Junction Box LYNNWOAV WA 98036 8SUITE 302 EC = Electrical Contractor 206.364.3343TEL NOT USED. TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE RECEP TYPE HGT AFF REQUIREMENTS & REMARKS CONTACT JAMESYBARRA REI#: 621-158 9 , PROVIDE (5) 20A, 120V I.G. CIRCUITS FROM EXISTING COMPUTER PANEL AND (1 ) 20A, 120V CIRCUIT FROM A SPARE C/B IN AN 1215.00E10 NAS EEDED POS REGISTER -- FRONT COUNTER DATA CABLE - - - 4X4X4 PB 1'-2" EXTEND 2 1/2" CONDUIT TO 215.00E11 FOR POS DATA CABLES p PROF EX STING ANEL FEED GITAL NTER UPT NEL. ) 20A, 20V CUIT FRO A ARE C/B STING APIPLIANCEPPANELCTOPFEED TO DCO S SIERVINGI THERBAKEDAGOODSI DISPLAY1 REUSEREXISTING MRONTCIRCUITS PCOUNTER IN !WHERE 215.00E11 AS POS REGISTER - FRONT COUNTER DATA CABLE - - - 4x4x4 PB 1'-2" EXTEND 2 1/2" CONDUIT TO ABOVE CEILING AND TO 215,00E10 G,. . I Nees`S) POSSIBLE. REFER TO DETAIL ON SHEET E1 .3. IF THERE IS NOT SUFFICIENT CAPACITY IN THE EXISTING COMPUTER PANEL FOR THE NEEDED FOR POS DATA CABLES. IF THERE IS NOT ENOUGH SPACE IN WALL 15,423 7 NEW COMPUTER CIRCUITS, THEN CONTRACTOR IS TO REPLACE THE EXISTING PANEL WITH A NEW 42 CIRCUIT PANEL OF THE SAME TO ROUTE CONDUIT TO ABOVE CEILING, CONTRACTOR TO TRENCH TO CAPACITY AS THE EXISTING. NEW PANEL SHALL BE OF THE SAME MAKE, MODEL, MANUFACTURER AND HAVE THE SAME AIC RATING NEAREST FULL HEIGHT WALL AND EXTEND 2 1/2" CONDUIT TO AS THE EXISTING PANEL. ABOVE CEILING. i O 10 PROVIDE POWER CONNECTIONS FOR ORB MONITOR. EC TO REFER TO MANUFACTURER'S SPECIFICATIONS AND SHEET E1 .2 FOR POWER 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 + o REQUIREMENT PRIOR TO INSTALLATION. EC TO FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-IN. ACM AND MANUFACTURER'S SPECIFICATIONS PRIOR TO ROUGH-INS. 9Rk a R4g\S L_ L _19 X5.30 cc a _- = J 1 II I I II II o ; Ej °_ � N 7 77 -� I _ ILIA - - _ - - �L - - - JL - - - - — 'U ! �� rl'`_ o C7 I i lI - - F1 i—1 a . _L I -_ _ __Ili"T H I ti L o ' 0 L-o 1 _ _ / I /� ' I 11 I I \ T —— L .. S 1 ° 1 as °iaui c / 11 IMAKE / I RELOCATE EXISTING POWERDATAII _IL ririrfrtelrIni 'III 11 k AND TELEPHONE FROM WALLS TO ` ��"" - {Tr_ �° � m 4J E° L81)_ r 4-- la 6 �� NECESSARY TO NEW WALLS AS - 1 O s ° a a -}�/ MIF C L O O .. I— i - (TY H ' ll p U O p c O � i�i //T" � !:vo QCmoi l — y o ° ° v•VOI IFURNISE I AND INSTALL e c� c ° u °x7I' - CIRCUITING FOR ELECTRICAL U N/ (215.00 IE10 215.00IE11} I b J11 rr --.LW 1 IL/ OUTLETS AS NEEDED. CONFIRM 1 v� 1 ; Q m _,.--\-\-E I -� ,._ WITH GENERAL BEFORE BID. 0 o °Jr" ,°;,) N I _ _if - 0 / i4 CATV I I a o ` v Y 1 - '„�' DUAL POINT FRONT ~ 9 0 tiO ° 0 ' ` ° °' o r - I 1 ,. I c c 4 (TYP} COUNTER LAYOUT !' _ ,1 m 0 ° a� 1 s © CONFIRM LAYOUT WITH iI ; I '�"' o- o I (nP) - t MCD CONSTRUCTION I 3 ° E I ;, 6 -�I O SUPERVISOR REFER TO I L = ° tk___ „--,-• _-- _.___...__.______� r .: --._-. _... RACEWAY PROVIDED DETAIL ON SHEET E1 .3 a� 0 o _ ,_ - E 1 .� 1 II E- Q 3- CU- N - 1 I REUSE EXISTING MENU BOARD CIRCUITRY FOR © 1 WITH COUNTER, ; EL -- I I _-- I NEW DIGITAL MENU BOARD. CONFIRM LOCATION I 9 k -_---4 INSTALLED BY E.C. ~ I I i WITH CONSTRUCTION SUPERVISOR. REFER TO i 7 ® (REFER TO DETAIL RELOCATE & EXTEND i `I Lo I DETAIL ON SHEET E1 .2 ON SHEET E1 .3) POWER & CONDUIT FOR I m a0 00 D0 —......................__....._._._..._._..._.— - ORDER BOARD MENU. r ' D Lti L L I 11 , �_ I [ VERIFY EXACT LOCATION 3___-._...._.__.........._...-.___.__ __._..__._..._..._._.._......_.. II m CL < a. I LLI I 1 ALL 120 V CIRCUITS WITHIN KITCHEN/FOOD 1 I OJ 2 W/ ARCHITECTURAL I I I 0 LI , a I Ln .- HANDLING AREAS TO BE GFCI PROTECTED `-T 19 10 {��� DRAWINGS. II �w``� �► = • I- . I ~, \ I il RELOCATE EXISTING 11 _ ELECTRICAL AS REQUIRED Ii I i r � � FOR NEW CUSTOM - �I I � ALL ITEMS ON THIS - 1 I BEVERAGE BAR SHEET ARE NEW ; a I I -1 i 1 REUSE EXISTING SHAKE UNLESS OTHERWISE -� I I1 0 ,3.._._._.__._ -` RELOCATED CIRCUITRY FOR INE. I I I II o NOTED. 1 1 I , / L CONFIRM QUANTITIES AND LOCATIONS WITH I1 I Q �� GENERAL. FURNISH AND INSTALL ISOLATED 1 i1 CIRCUITS FOR EACH DEVICE PER ELECTRICAL ! i I is II C .� SCHEDULE. FURNISH AND INSTALL ADDITIONAL 1 1 I-= ' ! I I c� } ' BREAKERS, FEEDERS, PANELS, AND r . I - - SQL- I H II .J d w SEE POSSIBLE KITCHENT I uw _ � I I Li II W i MISCELLANEOUS AS NEEDED. CONFIRM WITH I� 1 - / 1 DRAWINGS FOR ADDITIONAL I -.-------- VENDOR WHICH CIRCUITS NEED DEDICATED POWER AND SIGNAL CIRCUITS. 1 __l _- __. .__... ...� I - J' �1 _ ILh CO 0 REQUIREMENTS (NOT T S H 0 W N _. ._._ __ - -L-- __ _ Z _..- __.._.._.__._._._..L.__.____.-_____. —= - - .T ___ ___.____._ I _. - -1 5 L.- Z 1 ( ) f- - - III �_� LJ I ! II II ---- - - —._ - _ ...., o Df 0 I I jli II __L_. ._- __ ...._. - - - - --- - - - JL Qmml� ~I0I IISTING SS BEVERAGE BAR TO J -- co: _ 1 E 1EXI ` CL w O ,, CO ro ' 1 0� I 1 -_- _ REMAIN La ` 4. Z L .... ; [ -iiiia, --- — STT - aj i_d i= Ln II II II II II II II II II 11 Lo II !I II Il 11 II II II II 11 ~ N L a E - - F- ____ ____ -_ _._ -V - - - .- - - ._. -AE AE _ AlS—',7 #11 0', 0 z 1 _ ELECTRICAL ROUGH-IN PLAN E� 3/16„- 1 ,-6„ ELECTRICAL ROUGH-IN PLAN w w w w w >- CC a a L> Lx CD z O F- a CJ Ui w 0 w z z z z o 0 o 0 o :Q Cl) Cl) in Cl) cc 5 5 5 5 `= w w LJ LJ Li.i a a � a _j W LiJ W w Q • -* § LJ O 0 0 0 _J 09 co ci0 -� . ,-- LD • a- �, N < •d- ro N •-- i LLJ Cr vip . RoBISON ENGINEERING, INC 19401 40TH AVE W.SUITE 302 LYNN WOOD-WA 98036 206364.3343 TEL CONTACT.JAMES YBARRA PB = Pullbox VIF = Verify in Field ELECTRICAL SCHEDULE ,E'#_F,2'-1 X18 JB = Junction Box PROFF EC = Electrical Contractor rto S c LP TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HOT AFF REQUIREMENTS & REMARKS ' IN--e4) % 004.20E3 AS MENU BOARD — DIGITAL 120/1 5.3 20A — VIE (2) 1G5262 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION 15,423 -37 NEEDED ISOLATED ` 004.21E1 AS MENU BOARD — DIGITAL -- MEDIA PLAYER 120/1 1 ,0 20A — VIF (2) 105262 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION NEEDED ISOLATED • O 216.05E9 AS ORB MONITOR 120/1 1 .5EA 20A — VIF (1) IG4700 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION NEEDED ISOLATED r 'It,/ D ROg\S m NOTE: 0 10 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 Q P— ALL POWER AND DATA REQUIREMENTS TO ENSURE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. VERIFY ALL ROUGH-IN LOCATIONS WITH ACM AND MANUFACTURER'S SPECIFICATIONS PRIOR TO ROUGH-INS. a. X5.3 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 CIRCUIT 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. , v v a V O v 3. RE—USE EXISTING CIRCUITRY AND BREAKERS. CONFIRM AMPERAGE AND BREAKER SIZE AS SHOWN ON SCHEDULE. IF NOT, PROVIDE NEW CIRCUIT BREAKER AND WIRE. Q 0D. r, 2 e� E..o.L u) a ,_ a c o a0-O (L) C U ip o aa, El o 10 aO 2 U dy6 JB WITH ONE (1) I Q 6 °z. 1 1/2" CONDUIT TO g v 6 L N-p ABCi) OVE CEILING WITH o a E r ° '.g,a C p 0 6 C BUSHINGS FOR DATA O `, o ° ° -, CABLES 1 (216.05 E9) 2 'a a, � o.001� o 'a g,,,, -, ....,-, g ,. OPTION 2: RECESSED 4X12 . ,.) i,,,_, x .2 .0 JB WITH ONE 1 1 1 2" CONDUIT TO ABOVE OPTION 1 : OPTION 2: LOUVER TOIE CD o e e �' JB WITH TWO (2) 2 1�2" 4" CONDUIT SLEEVE JB WITH ONE (1 ) 2 EXHAUST INTO Ri ° =111- w ° o CONDUIT TO ABOVE CEILING — CEILING WITH BUSHINGS FOR DATA CABLES THROUGH VALANCE 1/2" CONDUIT TO KITCHEN. GC TO = Q -Q -a WITH BUSHINGS FOR DATA WALL TO ALLOW FOR ABOVE CEILING WITH PROVIDE (1) ° �' CABLES / PASS THROUGH OF BUSHINGS FOR DATA LOUVER PER DMB. D c,_ c " `� //— MEDIA PLAYER DATA CABLE. PROVIDE CABLES N N o v BUSHING ON EACH STUD SPACING.D o o N S v o aL acn ,,E I/ \ -,/, o a 1 END ,� Ioa` o �Qv ` ; o 0 om HORIZONTAL DIMENSIONS a o o o � o 111. ©® REFERENCED FROM LEFT ............. I:Ia o ;.N I 11 It ` �� , !'c9 •4.19 I — I / , L k Uiil 5 6H LLI ✓ BOTTOM OF VALANCE ,,. i �, o a 1 ? "`moo=3 o -�,, o, � `, - t _ • I r5 - H-I a 1= o `� ,--- CO r 1 I I; — — � WNLp (lN c ' { 4.21 El) 1I 1 w O O O O O O C W �/' H a yy e s p W w ¢ �L�LnnJ O -- O 1 O 7 0 Y o O O C 0 U) c. L7 V! I `_ 1 I I 1 r— --- = I— W 1 OPTION 1 : _ I 1 -- --1 [r - =j ! - Er_____ -�� 4 CONDUIT SLEEVE THROUGH G � I _ VALANCE WALL TO ALLOW FORII: PASS THROUGH OF DATA CABLE. ;I 1 — I 1 - 1 ! in PROVIDE BUSHING ON EACH END. • II���i,1 0 os� - , ��II 1 0 o tut o o �Ifli Ie�IIi e o 9° „, , jliti SLEEVE CAN BE ANGLED WHEN �' r‘l I I • '`,1 �' I ' I� F�� I Till r-o NECESSARY. C9 C9 Hi . . ®© • -( 4.20 1 E3) - ,.;, -- ix0 (---i- BACK OF WALL VALANCE 1 - ►, 2 - w © E 1 . V/ Y CC 0 n CI W Li_ 8vE — C�1 cn _ v', z U i w a. W LI-Jff- J E :.---- NOTE: ir D w 6 O :y NOTE: OPTION 1 IS PREFERRED IF AREA BEHIND BOARDS IS A 0 W f) m ,- Lo NON—CUSTOMER AREA AND MEDIA PLAYERS WON'T BE INSTALLED ABOVE (71- RECESSED MENU BOARDS z.NYS �, PO FOOD PREP. SLEEVES SHOULD NOT BE INSTALLED WITHIN CUSTOMER - 1, ry _J E ,o, VIEW. IF AREA BEHIND MENU BOARDS IS DINING, RESTROOMS, OR E1 .2 o OTHER CUSTOMER FACING LOCATION, USE OPTION 2. w 6 2 IL MENU BOARD DETAILS Reference only Not part of this permit POS & COD ISOLATED GROUND / DEDICATED CIRCUIT ., . a UJ a co 4 SOLID #12 AWG <EY NOTES • SHOWS CONNECTION/BONDING POINT COPPER CONDUCTORS 81 THIS IS THE ONLY POINT WHERE THE ISOLATED ONLY. EQUIPMENT GROUNDING CONDUCTOR SHALL BE J CONNECTED TO THE BUILDING'S GROUNDING SYSTEM. SERVICE ENTRANCE 3 PANEL CP COMPUTERZs- 9 2 SEE BUILDING GROUNDING DETAIL THIS SHEET. (TYPICALLY MDP) ONLY A B C 3 1 -1/2" METAL CONDUIT: 4-#1 CU + 1-#6 CU A B C BLK • Th TT /1 10 EQUIP GND + 1 -#4 CU ISOLATED GND. Il Qo jffA_3P RED i GRN LW STRIP / O l BLU RN 4 ALL ISOLATED GROUND/ DEDICATED CIRCUIT R f WHT . .. k METAL JUNCTION 11 RECEPTACLE COVER PLATES SHALL BE ORANGE °L IT AWG G N(YLWV_STRIP\ I aBOX N \ HUBBELL PJ7C0 (SINGLE), PJ8C0 (ONE DUPLEX) v "' 12 OR PJ82C0 (TWO DUPLEX) MARKED "COMPUTER in • \ „ i2Iw J N 5 N ONLY". GRN/YLW - 13 # METAL CONDUIT SHALL CONTAIN ONLY P.O.S. J 16 5 CIRCUIT CONDUCTORS (DEDICATED CIRCUIT). ONLY • - a USE RIGID NON-METALLIC CONDUIT BELOW GRADE U ;Ni IG WHEN REQUIRED BY LOCAL CODE.70 o O O a (n V) V-I 0 CC C / 6 EQUIPMENT GROUNDING BONDING CONDUCTOR Lu Lu LU LU (TYPICAL) `` `� `� d w LU LU LU -j 7 ISOLATED GROUND BUS, ELECTRICALLY INSULATED E i � i E FROM PANEL ENCLOSURE USED TO TERMINATE o 0 0 0 -- "- 2 ONLY ISOLATED EQUIPMENT GROUNDING CONDUCTORS. o oo co "o NOTES 8 ALL CONDUCTORS SHALL BE SOLID COPPER AND -.1.o 0 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 ' (NI ' , L? HUB & COD) SHALL BE POWERED FROM THE TIGHTENING THE SCREW PER MANUFACTURER'S a 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-1G4700,IG4710,IG5262 OR IG5261 . SEE iEi!!0[ COMPUTER PANEL. 7. PANEL CP SHALL ONLY BE USED TO POWER ROUGH IN SCHEDULE FOR THE APPROPRIATE SENSITIVE ELECTRONIC EQUIPMENT, AS RECEPTACLE TO USE. 2. ISOLATED GROUND INSTALLATION SHALL COMPLY OUTLINED IN NOTE #1 . IT SHALL NOT BE USED 10 ISOLATED GREEN GROUND SCREW. WITH THE REQUIREMENTS OF NEC SECTION 250 TO POWER ANY OTHER LOADS. RoBIISON 8. IT IS A SAFE Y HAZARD AND AN NEC VIOLATIONISOLATED EQUIPMENT GROUNDING CONDUCTOR (GRN ENGINEERING, INC 3. EACH 20 AMP CIRCUIT SHALL HAVE IT'S OWN FOR THE POS SYSTEM TO HAVE ITS OWN 1 1 W/YLW STRIP) 44LYNNWO00.WA 913036 ISOLATED EQUIPMENT GROUNDING CONDUCTOR. INDEPENDENT GROUNDING ROD. IF AN zos3sa3Y43TEL INDEPENDENT GROUND ROD IS FOUND FOR 12 NEUTRAL CONDUCTOR TERMINATED ON SILVER 4. ENTIRE GROUNDING SYSTEM SHALL COMPLY THE POS SYSTEM, IT SHALL BE BONDED TO SCREW. CONTACT JAMES YBARRA THE BUILDING GROUNDING SYSTEM. PEI " -'6 WITH NEC ARTICLE 250 AND MCDONALD's 13 PHASE CONDUCTOR TERMINATED ON BRASS SCREW BUILDING GROUNDING DETAIL. rUcL P���SS/o5,423 ct r- 4 O : a �qR� D ROg�S f / frJ ,4 f'! 1,` fury ``� r%�V ,�F' y M1} ' �`-�'�� ' Lil arj r ,19 f 1 DUAL POINT PICK-UP \ ! '(*P � per' ; , iii.q05�3� '� 'y f`'S`+ fr'':� STATION OVERSHELF \, A \ �, !``, `��� * P !`�, NEW ELECTRICAL � dI - . ELECTRICAL 1 �. �.. ' RECEPTACLES FOR MTPJ �� + __ ` - RECEPTACLE FOR ORB. r `I r v a ° ORB AND SCANNER '" '� ) VERIFY LOCATION IN .1 L.4 W J 0 ° o -0 i �� El .4"-:•1 701 . 13 E3 NEW ELECTRICAL `�,s. +� - -� - - - - - » CEILING. I can vs N o ° RECEPTACLE FOR ORB. - - - - - - - - - - - J D Ti'.,_ o_a. 0 a, U VERIFY LOCATION IN � \,2",, ,,," 14" a =,J I I I o 2 L' a� 7, -, CEILING. 7 �� / 3'-0" 2 7 1 2f a c,_,., o F -�� -� r3F y� �t 3' t]" MTPJ. "� I� 2'-8" MJN. 2'-8" MIN. o J ° v ° -A'4 ,0) � J PJ Iv I`}] E`J P� Pix Iv f� I�N "^ p : 12:a, � �' E °j Ds �i [D LSl C3icD C37CDC1 Cl7C7� 70:$ :G:G: 4'-D" STD3'-0" STD. 3'-D" STS. a �+ Nqo o ncJ c� aoacJas 1 �I Q � Ny � v �i - - - 43 O O QC� Q C 5'-0" MAX. 3'-O".: "I,3'-4" MAX.:�3'-4" Mfi(. �'-2�r ooE. ° 'o J-BOX FOR �I3.. ( } , "ffff a i ADA HOLD ° ° oci f r fTl fT f� rTl CTl fml TTI m m r m m• / POWER I (jQ c,� c� C� c.J I C. cv o ° °'� ° v l - v •,___, W k mak, - OVERALL COUNTER LENGTH VARIES © LI ° C OVERALL COUNTER L1 hJGTH VARIES �..L. (SEE CHART BELOW) '. a o u a o ° o ,' ' „ HUBBELL (SEE CHART BELOW) N° q," ° a l 11 !_ i / N � . Aw PULL BOX WITH i ii--M-1 1' HBLALU5000BOXM290 IuuuIUNU�H '� ONT COUNTER INCORPORATED °' o '.N E w I I- iI I� RACEWAY (TO I, 1 �I ORB III sc I� -BOX FOR MTH DUAL POINT o o u ,T.,_ v v o 2-1/2" CONDUIT TO 4 .1 1 i I u /POWER ��ABOVE ACCESSIBLE O n _ , L 1 n � o L Q1® ® ® ® ® II BE 1 ' LESS -� ® ® _ yrs '.�.' o ; L I THEN PULL BOX WITH W t -I - w 2 CEILING FOR DATA:` COUNTER HUBBELL �2-1/2" CONDUIT TO -. Q � � ( v ° ( v� v� ` CABLES. IGREENFLD - LENGTH) HBLALU5000B02M290 - ] ABOVE ACCESSIBLE 'c> D o ° v C N CONDUI RACEWAY (2' LENGTH) CEILING FOR DATA SAMPLE ELECTRICAL SCHEDULE o &,',--('' N.Li- 0 t.�a" I - CABLES TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS & REMARKS Q t, b v ° ,,v DATA C,w13LES c c -5S' 5 4E ��� 21 5.00E1 4 PCS PC HARDWARE - FRONT COUNTER 120/1 3.0 EA. 20A 1/2"C-2#1210 CP:17 104700 2'-D" EC TO RUN 3/4" GOND IN WALL FOR FLUSH MID SPCL. RECEP C� ° 2 ° . `° a o FOR KEYSTATIONS (MONITOR,CPU & CASH DRAWERS) �� a ° Q,Q-0 3" 6" 215,00E6 1 PCS PC HARDWARE - FRONT COUNTER DATA CABLE - - - - 4x4x4 PS 1,-Ea" EXTEND 2. 1/2" CONDUIT UNDER SLAB TO 215.00E7 FOR POS DATA L 3 0- C °' 3 - o CABLES 2 o -8 o En c O o 216.04E1 1 ORB MONITOR (MINI) 120 1 1.5 EA. 20A " ` t 5 W ' 5) ° / 1/2 C-2#1210 CP:17 104700 i`-6 - a L, v au o in a� u ° MODULAR COUNTER RACEWAY (TYP . ) ISOLATED - 'a ° 2= N 21 6.05E1 1 ORB MONITOR 120/1 1.5 EA. 20A 1/2"C 2#121G CP:4 104700 FLUSH ON a E 1 . 3 ISOLATED CLC T c 21 9.00E3 4 PCS --- RECEIPT PRINTED CASHLESS 120/1 0.7 20A CP:4 8 .SEE WKS IG47DD 2'-0" FOR RECEIPT LOCATED IN FRONT COUNTER POWER FROM CP:4 IN I- r N . I . J. SEE ARCHITECTURAL DRAWINGS PRINTER/CASHLESS lr 2 C-2 1210 m a o LA ISOLATED PRESENTER'S BOOTH CP:4 >- < 0 m w o FOR DIMENSIONS 701.13E3 1 DCO - GENERAL PURPOSE 120/1 1.5 20A 1/2"C-2#12 AP-2:6 I5-20R 1'-6" - _ w (--JcaU in N :; w - < u2 SYMBOL CATALOG # DESCRIPTION QUANTITY DUAL POINT CONVERSION NOTES: a Li L H �) - LJJ • (!) Ll- 0 Ln Cr 6 ll) HBLALU57DR (Sc !104700 RECEPTACLE COVERPLATE WITH ORANGE, 1 PER ISOLATED GROUND RECEPTACLE 1 . ADDITIONAL POWER FOR CRE MIN -ORB AND SCANNER LOCATED UNDER COUNTER. SEE 216.04/DETAIL i (ELECTRICAL ROUGH-INS) i "'- TWIST LOCK, ISOLATED GROUND ADDITIONAL POWER FOR CUSTOMER ORB RB MONITOR INSTALLED AT FACE OF SOFFIT. SEE 21 6.05 DETAIL 1 EETR CAL ROUGH-INS DUPLEX RECEPTACLE � ( ) HBLALU57DR & 5-15R RECEPTACLE COVERPLATE WITH STRAIGHT 1 3. SEQUENCE MENU BOARDS PER DUAL POINT STANDARDS BLADE DUPLEX RECEPTACLE 4. NON-SEEQ INSTALL - PICK-UP SHELF MATERIALS TO MATCH CBB CELL WITH 1 OE 12 APPROVED LAMINATE SELECTIONS_ KES TO ORDER FROM DECOR COMPANY. (VERIFIED AT TIME OF SURVEY) K CV [ 0 HBLALU57LPB COMMUNICATIONS COVERPLATE 1 PER REGISTER & 1 FOR DUAL POINT & 1 FOR ANALOG WIRELESS OPTION 5. SEEQ INSTALL -- PICK-UP SHELF MATERIALS TO MATCH DECOR FRONT COUNTER CORIAN SPECIFICATION. GC TO FABRICATE AND INSTALL TO E L J HBLALU57BL BLANK COVERPLATE AS NECESSARY TO FILL RACEWAY SPECIFICATIONS. (LINEN OR RICE PAPER) Q c. HBLALU5000B02M290 2' SECTION OF RACEWAY. INCLUDES 1 FOR PICK UP COUNTER AND AS NECESSARY TO MAKE ORDER COUNTERp 6. SIGPJAGE PACKAGE PROVIDED BY KES AND INSTALLED BY G.C. COUPLERS RACEWAY 1' LESS THEN COUNTER LENGTH 7. ADA P_A FORM SOLUTION DOES NOT MEET ADA REQUIREMENTS IN CA, IL OR FL. HBLALU5000B04M290 4' SECTION OF RACEWAY, INCLUDES AS NECESSARY TO MAKE ORDER COUNTER RACEWAY 1 ' LESS THEN COUNTER 8, 3'-Q" MINIMUM ADA SPACE REQU RED BETWEEN END OF PICK-UP SHELF AND FIRST KEYSTATION COUPLERS LENGTH _J o LJ 9l HBLALU5000B05M290 5' SECTION OF RACEWAY, INCLUDES AS NECESSARY TO MAKE ORDER COUNTER RACEWAY 1 ' LESS THEN COUNTER ' ORDER BEADY BOARD TO BE GELATE QED ON PICK-UP SHELF OR ADA PLATFORM. v) ,. Li COUPLERS LENGTH - F cn o HBLALU5010B BLANK END FITTING AS NEEDED S LL D W v THIS SLIP SHEET IS PROVIDED FOR REFERENCE ONLY. ADDITIONAL MODIFICATIONS TO THE HLA, CENTER ISLAND AND POS SYSTEM ! LL BE REQUIRED TO w o , COMPLETE THE DUAL POINT SERVICE INSTALLATION. PLEASE VERIFY LAYOUT, NUMBER OF KEYSTATIONS AND DIMENSIONS WITH KES AND REGIONAL DUAL POINT m '� HBLALU5010B2M2 SERVICE ENTRANCE FITTING & BUSHING AS NEEDED LEAD PRIOR TO FABRICATION OR INSTALLATION. a_ W �; FOR DATA CABLES Ch (__O n' •J `- J� w ` N/A HBLALU5701 COUPLER (INCLUDED WITH RACEWAY RECEIVE 1 PAIR PER RACEWAY SECTION DUAL POINT FRONT COUNTER PLANS c0 W r a_ - L SECTION) '.'.1 0 CD ( '`� " Q o N/A HBLALU5709 GROUND ADAPTER AS NEEDED SCALE: y SMALL: ILLS. Li ~ M � N U � u u) L� � � ',1 ''7'7, _. N,'1 1 C,TI NOTES: 1 . RACEWAY AND RECEPTACLES TO BE PROVIDED WITH MODULAR FRONT COUNTER, INSTALLED BY CONTRACTOR. 3 2. DETAIL SHOWN IS A TYPICAL CONFIGURATION ONLY. SITE SPECIFICS MIGHT CAUSE DEVIATIONS. E 1 Lr. „ . RUUDH-IN DETAILS Reference only Not part of this permit KEYED NOTES KEYED NOTES (CONT.) L: l >- PROJECT DEMOLITION NOTES . `� NEW DINING CAN LIGHTING. REUSE CIRCUIT AS APPLICABLE FOR POWER FEEDS TO NEW CAN 1 G EC TO CONFIRM IF EXISTING LIGHTING CONTROLLER IS 2014 OREGON ENERGY EFFICIENCY SPECIALTY GENERAL NOTES FOR DRAWING E2 . 0 : 1 LIGHTING. OTHERWISE, PROVIDE NEW 1/2"C, 2#12 POWER FEED TO CAN LIGHTS. TIE FEED INTO CODE COMPLIANT. IF NOT, REPLACE EXISTING LIGHTING CONTROLS WITH NEW EMS CONTROLLER. OUTDOORS EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF NOT EC SHALL PROVIDE A 120V CONTROL CIRCUIT, 1/2"C, 2#12 POWER FEED, TO CONTROLLER VIA THE FOLLOWING PROVIDES A GENERAL SCOPE OF WORK FOR THE ELECTRICAL P1. E.C. SHALL PROVIDE AN ADDITIVE ALTERNATE COST (ELEC-DT-1) TO PROVIDE DONE PREVIOUSLY. TYPICAL. EXISTING SPARE CIRCUIT WITHIN APPLIANCE PANELS. VERIFY EXACT LOCATION IN FIELD AND REFER CONTRACTOR FOR THE DEMOLITION REQUIREMENTS OF THIS SITE. THIS SECTION POWER FOR A NEW MENU BOARD, POWER AND DATA FEEDS AND CONNECTIONS TO DRAWING E3.1 FOR ADDITIONAL DETAILS. IS NOT ALL INCLUSIVE, AND THE CONTRACTOR SHALL VISIT THE SITE AND FOR A NEW COD, AND A LANE MONITOR. COD LOCATIONS SHALL EACH BE 2 EMERGENCY FIXTURES ARE TO BE POWERED FROM INVERTER MODEL# LG1-T. SEE EMERGENCY COMPARE EXISTING CONDITIONS TO THE REQUIREMENTS DENOTED ON THE PROVIDED WITH A NEW ISOLATED GROUNDING TYPE CIRCUIT, AND A NEW 2" LIGHTING NOTE FOR MORE INFORMATION. PROVIDE POWER TO INVERTER FROM NEARBY EXISTING 11 EC TO VERIFY IF EXIT SIGNS/ EMERGENCY LIGHTS ARE EXISTING. IF NOT, PROVIDE NEW EXIT SIGNS CONSTRUCTION DOCUMENTS TO DETERMINE THE EXACT EXTENT OF THE DATA CONDUIT TO NEW LOCATION. ALL WORK AND INSTALLATION LOCATIONS EMERGENCY CIRCUIT, WHICH IS TO BE POWERED 24/7. / EMERGENCY LIGHTS. VERIFY FINAL LOCATION, QUANTITY, AND REQUIREMENTS PRIOR TO ROUGH-IN. DEMOLITION WORK REQUIRED. E.C. SHALL PROVIDE ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE MCDONALD'S PROJECT MANAGER PRIOR TO REQUIRED IN ORDER TO ALLOW FOR THE COMPLETE INSTALLATION AS DENOTED INSTALLATION. PLAYPLACE LED HIGHBAY FIXTURE. REUSE NEARBY LIGHTING CIRCUIT AS APPLICABLE FOR POWER 12 CANOPY LIGHT: EC SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH CANOPY WITHIN THESE DRAWINGS. 3 P2. E.C. SHALL PROVIDE POWER FOR NEW EXTERIOR LAWN MOUNTED WALL FEEDS TO LED HIGHBAY LIGHTING. OTHERWISE, PROVIDE 1/2"C, 2#12 POWER FEED AND TIE FEED MANUFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE FIELD. EC SHALL COORDINATE WASHING LIGHT FIXTURES AS LOCATED ON SITE PLAN. z INTO EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF LOCATION OF ALL EXTERIOR LIGHTS TO AVOID INTERFERENCE WITH ANY CORBELS, TRUSSES, BEAMS OUTDOOR BUILDING LIGHTING/POWER NOT DONE PREVIOUSLY. TYPICAL. OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION p1, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL OF LIGHTING a_ PER MANUFACTURER'S INSTRUCTIONS. (TYPICAL) THE EXTERIOR ILLUMINATED ROOF BEAMS FROM THE BUILDING. REMOVE NEW RADIAL WALL SCONCE, S1 W/S1 H. DEMO EXISTING CANOPY LIGHTS AND REUSE CIRCUITS AS ALL FIXTURES, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. w 4 APPLICABLE FOR POWER FEEDS TO NEW WALL SCONCES, OTHERWISE PROVIDE 3/4 C, 2#10 FEEDDOWNLIGHTS/CANOPY LIGHTS. DEMO EXISTING CANOPY LIGHTS AND REUSE CIRCUITS AS APPLICABLE n 13 FACADE INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL WORK 2. LIGHTING FIXTURES AND HAVE BEEN CHOSEN TO MAXIMUM TO SCONCE FROM EXISTING LIGHTING PANEL. WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR FOR POWER FEEDS TO DOWNLIGHTS/CANOPY LIGHTS, OTHERWISE PROVIDE 3/4"C, 2#10 FEED TO WITH OTHER TRADES AND WITH THE PROJECT MANAGER. ENERGY CONSERVATION LAMPSP MAINTAINING ADEQUATEHELEVEL ACHIEVEOF ILLUMINATION. BOX, IF NOT PREVIOUSLY DONE. (TYPICAL) SCONCE FROM EXISTING LIGHTING PANEL. WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR LAMP SPECIFICATIONSCONSERSHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM BOX, IF NOT PREVIOUSLY DONE. D2. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL NEW RESTROOM CAN LIGHTING. REUSE CIRCUIT AS APPLICABLE FOR POWER FEEDS TO NEW CAN EXTERIOR ELECTRICALLY POWERED FASCIA SIGNAGE FROM THE BUILDING. LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S REMOVE ALL SIGNAGE, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE CORPORATION. z Z 0 5 LIGHTING. OTHERWISE, PROVIDE NEW 1/2"C, 2#12 POWER FEED TO CAN LIGHTS. TIE FEED INTO EMERGENCY LIGHTING NOTES NEW FACADE INSTALLTION ADENOTED ON THE PLANS. COORDINATE ALL 3. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGNS. 5 0 s EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF NOT WORK WITH OTHER TRADES AND WITH THE PROJECT MANAGER. FINAL CONNECTION BY OTHERS. VERIFY EXACT LOCATION OF SIGN WITH 5 55 > DONE PREVIOUSLY. TYPICAL. ELI. EC SHALL INSTALL A LOCK ON CIRCUIT BREAKER HANDLE, FOR ALL EMERGENCY LIGHTING McDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. LI ' -; PROVIDE CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR. REFER TO OCCUPANCY DETAIL CIRCUITS. EC SHALL VERIFY ALL REQUIREMENTS AND FINAL EMERGENCY LIGHTING LOCATIONS WITH D3. THE ELECTRICAL CONTRACTOR SHALL RELOCATE ALL EXTERIOR ROOF 4. EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS WITH w LOCAL AUTHORITIES. INCLUDE ALL COSTS IN BASE BID. MOUNTED GENERAL PURPOSE OUTLETS AND ALL PHOTOCELLS AS REQUIRED McDONALD'S PROJECT MANAGER TO AVOID INTERFERENCE WITH ANY - 06 ON SHEET E1.OA. ORDER ALL OCCUPANCY SENSORS FROM; SECURITY LIGHTING SYSTEMS, INC. TO ALLOW FOR THE NEW FACADE INSTALLATION, COORDINATE EXACT CORBELS, TRUSSES, BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. o o o COORDINATE FINAL QUANTITY AND FINAL LOCATION WITH MANUFACTURER SPECIFICATIONS PRIOR TO EL2. IF NOT INSTALLED BY MANUFACTURER, EC SHALL BE RESPONSIBLE FOR THE COMPLETE EXTENT OF WORK WITH ARCHITECTURAL DRAWINGS AND IN THE FIELD WITH INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION PER MANUFACTURER'S .n ROUGH-IN. INSTALLATION OF THE EMERGENCY INVERTER BALLAST IN NIGHT LIGHTING FIXTURES SHOWN ON THIS THE PROJECT MANAGER. RECEPTACLES SHALL BE INSTALLED SO AS TO BE INSTRUCTIONS. co ° 2 .` w EC TO PROVIDE ANNUNCIATED DIMMER SWITCHES FOR DINING AND RESTROOM AREAS. EC TO FIELD SHEET. WITHIN 25'-O" OF ANY ROOFTOP HVAC EQUIPMENT PER NEC 210.63. C. v a 5. EC SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN i ' c 0 7 VERIFY FINAL LOCATION OF SWITCH BANK, WHICH IS ACCESSIBLE ONLY BY EMPLOYEES. EC TO FIELD EL3. ALL FIXTURES DENOTED AS NIGHT LIGHTING FIXTURES SHALL BE PROVIDED WITH A BATTERY INVERTER D4. E.C. SHALL VERIFY WHETHER EXISTING OUTDOOR RECEPTACLES ARE GFCI DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. VERIFY REQUIREMENTS, AND QUANTITY OF DIMMER SWITCHES WITHIN THE SWITCH BANK PRIOR TO EMERGENCY TYPE BALLAST. EMERGENCY BALLAST SHALL BE A TWO LAMP TYPE OF 600- 700 INITIAL PROTECTED. IF NOT, E.C. SHALL PROVIDE NEW GFCI TYPE PROTECTED IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE , > ROUGH-IN. LUMEN RATED (MINIMUM) TO ILLUMINATE FIXTURE IN THE EVENT OF A POWER FAILURE. BALLAST RECEPTACLE DEVICES IN PLACE OF EXISTING. E.C. SHALL ALSO PROVIDE GC BEFORE THE INSTALLATION OF SUCH FIXTURE(S). N - 1 W BATTERY SHALL MAINTAIN 87.5% OF THE NOMINAL BATTERY VOLTAGE AFTER 1.5 HOURS TO COMPLY WEATHERPROOF COVERS FOR ALL OUTDOOR RECEPTACLES TO COMPLY 8 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 WITH NEC SECTION 406.8(B). 6. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CONTROLS SHALL BE PROVIDED FOR DAYLIGHT ZONES LARGER THAN 350 SQUARE FEET. THIS FOR T8 APPLICATIONS) SECURITY LIGHTING (MODEL UF0120 FOR COMPACT FLUORESCENT ( GENERAL CODES FROM SECURITY LIGHTING. DAYLIGHT ZONE IS LESS THAN 350 SQUARE FEET. THEREFORE, AUTOMATIC DAYLIGHT CONTROLS ARE - FOR RED LETTERS USE #PRB (UNIVERSAL), NOT REQUIRED. EC SHALL PROVIDE INDIVIDUAL CONTROLS THAT CONTROL THE LIGHTS INDEPENDENT APPLICATIONS) OR AN APPROVED EQUAL TO MEET THE SPECIFICATIONS LISTED ABOVE. LED FIXTURES - FOR GREEN LETTERS USE #PGB (UNIVERSAL), OR A� DENOTED AS NIGHT LIGHTING SHALL BE APPROVED WITH DUAL LITE LIGHTING INVERTER MODEL D5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SALVAGE IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED 4 OF GENERAL LIGHTING IN THE NON DAYLIGHT ZONE. # LG1-T. INVERTER SHALL BE CAPABLE OF ILLUMINATING FIXTURE FOR 1.5 HOURS TO COMPLY WITH REQUIREMENTS FOR ALL EQUIPMENT REMOVED AS PART OF THE SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE Sc DIRECTIONAL -4/00 DEMOLITION WORK WITH THE CONSTRUCTION PROJECT MANAGER. ALL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. PROVIDE PHOTOCELL WITHIN EACH DAYLIGHT BOUNDARY FOR AUTOMATIC DIMMING CONTROL OF NEC SECTION 700 AND UL924. E.C. SHALL NOT INSTALL MORE THAN FOUR FIXTURES TO EACH g EQUIPMENT TO BE SALVAGED AND/OR REUSED SHALL BE PROTECTED GENERAL LIGHTING WITHIN SPECIFIC BOUNDARY. EC TO COORDINATE WITH SMARTLIGHTING SYSTEMS INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY. E.C. SHALL NOT INSTALL MORE THAN FROM DAMAGE UNTIL REINSTALLED OR THE TIME PERIOD WHEN IT IS INSTALLATION METHODS RQ$jQN AND PROVIDE DIMMER MODULES FOR DAYLIGHT CONTROLS. IF THE GENERAL LIGHTING IS LINE FOUR FIXTURES TO EACH INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY. GENERAL LIGHTING FOR EACH DAYLIGHT ZONE NEED TO BE WIRED IN AN TURNED OVER TO THE OWNER AND/OR THE PROJECT MANAGER. ENGINEERING,INC 7. EC SHALL INSTALL ALL SOFFIT LIGHTING FIXTURES AWAY FROM BUILDING VOLTAGE DIMMING, 1940140TH AVE W.,SUITE 302 INDEPENDENT CIRCUIT. COORDINATE WITH SECURITY LIGHTING AND MANUFACTURER'S SPECIFICATIONS EL4. EMERGENCY BATTERY LIGHTING WALL PACKS IN PLAYPLACE SHALL BE LOCATED SO AS TO PROVIDE D6. SEE THE GENERAL ELECTRICAL SPECIFICATIONS AND NOTES ON SHEET WALL. FIXTURES SHALL BE LOCATED TO AVOID INTERFERENCE WITH 0140TH AV W.,S98036 UITE FOR COMPATIBILITY DIMMING DRIVERS AND FINAL LOCATIONS. FOR MAXIMUM ILLUMINATION OF AREA. EC SHALL VERIFY EXACT PLACEMENT IN THE FIELD WITH E1.0 FOR ADDITIONAL GENERAL REQUIREMENTS. STRUCTURAL MEMBERS ABOVE SOFFIT. 206-364-3343TEL McDONALD'S ACM(IF APPLICABLE). CONTACT:JAMES'MARRA 8. THE USE OF "MC" CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE SMART Liaht Systems: PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO REl#:c 21-158 WEB: www. EL5. EMERGENCY LIGHTING HAS BEEN DESIGNED PER NFPA 101 TO MAINTAIN 1 FC IN PATH OF EGRESS. THE LIGHTING FIXTURES. "ROMEX" OR "BX" SHALL NOT BE USED. smartlightsystems.net PROF IF FIELD CONDITIONS REQUIRE ANY CHANGES TO LIGHTING DESIGN, EMERGENCY LIGHTING, SHALL BE (-JOFSEMAIL: sales@smartlightsystems.net INSTALLED TO MEET THE ABOVE REQUIREMENTS. 9. EC SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS I NFF,p6'/o�PHONE: 530-412-0971 FROM THE LIGHTING PANEL TO ANY EXTERIOR LIGHTING FIXTURE OR 15,423 -y� - EL6. EC TO PROVIDE LOCKOUT CIRCUIT FOR EMERGENCY LIGHTING CIRCUIT. SIGNAGE BALLAST. r" SPECIALITY LIGHTING 10. SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS FOR THE FACADE ARCADE LIGHTING ELEMENTS, AND 4�R .S0 ® AWNING ELEMENTS. A 1- k R R0�\ _ _-_. - -- -- _- __ _-- __ __ __ _..- ...._-=---=- _- ___ �_.- _..__ .--_. -__ __._ _... - _.__._ .-_.. __, UP TO EXISTING a PHOTOCELL ON !I It II II II II Car- (TSP) ® < 05,3 ROOF. SEE (TYP) ® EI II II II II II t {:S14y':} -4- I i __ --_.... : _ _. ._.._ -_- __- =.-i: a_ ROOF PLAN. _ - I_l� '` 1._.. ._ il...it �- �-- - __ -- _ - - - - -- _ - - ,�V1P©i ! 3 i e ` / ( } i t�� 1'1�� ! TITS) I • r 12S ; 10 �, r I�J LS � . 120 ® 0 ° °,GM 1 ,IF 20 ! it I i I .._--,y;, 1 ' �_ 'LfiNOUI 1 ( I i ° o- ._-_ S1N �+4`.:. 8 DAjt(LIGHT LONL-� ( _. _ _ 1. -- _ ° o "�' I' I E �� �4e I 9 PS ! t ..__._..... I it ' ± DA"LIGHT ZONE PS ! i ....._.._.... _ ' oa n) 'I 1 ® �; __ (TYPe) (IYP,1 I a ., _ ' a® ® ! 1In I F20 0 L vi-'I !l < F20 > - I 1 __. - � ° LEUElla a)O i I a) 1 / . a-r _. ._. . '_ _. - _ - r.. ..'.a. t F27A) \ > ba c LI t ! FT2S' 2S' 1 -.: Ft2s F12S' 12SE 2 iz F12S `F12Sr --i == '12S�i► .- '., _ F12S ! 2 O.- �12SE} TYP I 1 ' ! 0 } } > I , '� _ (1Ypiii)- ; o °(TSP) ( ) o o I I O o T..p o o o o I �.,,,,; ,,,,,r,, ° o' - - - - -- _ %--•' {F27A} ;,x,. �ijU\_ ii 1v -irc::: L 0 a II ( ! I I i� O a! I !fI O il O /i ! i ii . moi 4 `I {_..F2.1_\r1 ! / `yI i I i L -0 0 .� E LI C Ir; ! \ i I 1 I I I ! i 0 0 "° a O ------ O III i . - I ./....... ' - - ! ; �� o L a,i _ � I �i - ,� 0 o i ; I I II f r i �F �f SI F S> \F _ �? ....- _.__. - ._...._ 1-- L O ® i !I ' i O O O r • '- -- 0 S 0 0 0 rp I �I - _ 1 :owl 1 1 1 I I II ; ! I ; I if12s} " Qoi11OO I 1 !c((1))07:1)20:>, I I iTYP)I , 1 o �.I , 11 11 ii 1 i Np) i I 1 n- c® ® ( IOO 6 0 Ij f - A} ° �sI ! 27 27T ! I FA c ,nz i _p._ 12i ; I ! __. 0 i {F12S ! 1 O I C I I O S I I ��rr I ��gr,o �\i�rrr� I I o a "i;: --1 .. 1 s , ; (F125I} ,�1 1 '_ ` zic -- :i3 ----, i: I iirn N' - -. -. � -- v � - a'� J i�' 1i ,i1 i-♦ pp{S1li } -- fiTY(') __._ _ _ ....__._..- �."..r_. _ O O - %o'no' CF27A ouo - - m, i-- __{ I Ia1 2 I I ZJ {i'12 I _\ � �� / ! I _ I i6 OOIOO0I1 1- B : > °I L 030-a c 11S I i 1 --'"-- -- - ;lj; . v o i _..... a) a) , 0 to 4) U U i 0 _ 12 I i I �! _ Q �c � i I j t F S ' I f 0 1 1 ! 1 1 1 F I - ! ! DAYL GHT ;ZONE I ` ' 'i lI w I -----(F1-2$) 1 I (iri25 MP K i25) ® \r 1z�E> 1 _ O O ! 0 I 0 O O I I I. ! • i!; 1 al a 0 D O ! I�Jt ! H ;_n ,�` IT-----, p ! 0 c Y I <F A} rti Lj Ci' N ALL EXISTING LIGHTING WITHIN THIS tl P) 27 _ W �• BOUNDARY TO REMAIN AS IS UNLESS ! ___.. ? _._ • -_i =\,1u` I i n I I � � ! I i � u u ~ i { r/ t i7 3.. 0 t l I < LU I _- _ -_._-._. Biu+\ N a r a i OTHERWISE NOTED. REPLACE BALLASTS, ; I i._. -__ F1 } I I I ! r..___._^.� - F2`7A}{TSP} _O : ,L.__ LAMPS, SHIELDS, ETC. AS NECESSARY TO ! O 1 (Fin) {F12Sj ! ! I a p i -._ II I ENSURE FULLY OPERATIONAL LIGHT I I , 0 ------'-•--- - ! """' 0 F12S} +� 0- In) 1 i I FIXTURES. I I i O • It IL II _ .� . - 27 7 } i } I 1 I I • 1 12s;} o (F A> ,, [ i il ! {f12Si 1 I (TSP) - -- _ N ! } i {F2 A 1 i 0 0 0 ; Twp_ 1 ______. _01f ._..____...I ®� i it \ 1 G I O i!'�11Z�► ! ' 1 y i, s v IIINi CD o. I 1 1 - �, ! 1 I 1 'panv ,-;m:•;' ,. E._..1 .i. 12S I !�fi_Str� VIM--_- `--.._...__.._......_ -. _... C� ® I i I _.. __ _ ...F > O_ } ®` I f02 FO I$i.. I I , ,, ,7 (F2o , 11-- ---- --) c.,I ® 1 , ,,_.._ _______, II i TYP I i 1 I - iltAfflalli --2-- I ; j----I Ed WV - -WalDji'l GNI (ri�Pj U CM Y_..._.� F2 ) 1 m W n- Q I i1 a r _ ! „._.. .__.. _ ,_: ! SHEET E1 OA FOR LIGHTING FXITURE SCHEDULE \ a - -- �Uuu ,_� - �I_ -I- -1 � I- �11 ll SEEo -I II t II GED l I 4 I FF ® O III c0 1' i , .--- w z I I 11-- II I' (TSP) I 'I TYP 13 II II _., o s W'_4_ �TYP) - -- _ _- �_----� �--W -- --..= -{� � u..: ..._°� SEESHEETE1.OA, E1.OB FOR GENERAL NOTES. I 1 J Y 1::: - - - - - ® - - - - - ELECTRICAL CONTRACTOR TO VERIFY ALL Cr: J W SCOPE OF WORK WITH ACM AND/OR GENERAL ` L-) y 0 CONTRACTOR PRIOR TO BID. "' "' A18-223 - ;t{11502 _ ci 1 LIGHTING FLOOR PLAN 0 E2.0 3/16"_1 ,_0" , • w U LIGHTING PLAN ._.. . ,_ .-.- Reference only Not part of this permit ROOF LED FIXTURE SCHEDULE ( NOT ALL MAY BE USED ) L SEE NOTE 1 ,2 LAMPS MANUFACTURER AND (TYPICAL) MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING CATALOG NUMBER fr 1 WATTS TYPE o DOWN ONLY ACCENT LIGHTING TEMPERED 1-30W LED _ SURFACESECURITY LIGHTING: SL-LED-HE-36-DO-120-PS LED FIXTURE SLED3 GLASS HOUSING FIXTURE DOWN ONLY ACCENT LIGHTING TEMPERED 1-10W LED - SURFACE SECURITY LIGHTING: SLED-HE-24-DO-U-BK CUSTOM BUILT FOR EXTERIOR ACCENT CHANNEL SLED2-HE iii PER GLASS SEE NOTE 1,3,4,5,6 FIXTURE (TYPICAL) DOWN ONLY ACCENT LIGHTING TEMPERED pER14W LED SURFACE SECURITY LIGHTING: SLED-HE-36-DO-U-BK CUSTOM BUILT FOR EXTERIOR ACCENT CHANNEL SLED3-HE © GLASS - C FIXTUREG 1-19W F SLED4-HE DOWN ONLY ACCENT LIGHTING TEMPERED PER LED SURFACE SECURITY LIGHTING: SLED-HE-48-DO-U-BK CUSTOM BUILT FOR EXTERIOR ACCENT CHANNEL (7.: GLASS FIXTURE - c_) Lu UP ONLY ACCENT LIGHTING1-16W c) FL1 0 TEMPERED PER LED - SURFACE SECURITY LIGHTING: EL218-W-5-BL-5K-UV-VWH-JW PARAPET (SEE PLAN) GLASS FIXTURE OW z z z A ooaoQ U) V) U) U) CC 5 5 5 5 < — J w w L.! w J CL' CL Y CC _j I.i w w I_t.I 4 0 0 0 0 _I 11 ek CO 00 CO O; ROOF / KEYED NATES � N o N REMOVE EXISTING FASCIA AND LOGO SIGNS AND J-BOX BY CONTRACTOR El REUSE/RELOCATE/OR PROVIDE NEW CIRCUIT FOR POWERING OF NEW FASCIA AND LOGO SIGNS. PROVIDE 3/4"C, 2#1O FEED ARCHITECTURAL WALL PLATE PROVIDED WITH FIXTURE LiJ > 2 LED LIGHT DETAIL FROM EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING ` ‘I. rn N VP NTS TIMECLOCK AND CONTACTOR BOX. E2 E.C. SHALL PROVIDE A JUNCTION BOX FOR ARCH LOGO / FL1 FLOODLIGHT eirfri GENERAL NOTES McDONALD'S FASCIA / PLAY-PLACE SIGN. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGN. FINAL CONNECTION BY OTHERS. COORDINATE EXACT LOCATION v 1 . PLACE LED FIXTURE AT DESIRED LOCATION AND INSTALL FIXTURE FROM LEFT TO RIGHT WHEN FACING IN FIELD WITH ACM. ALL SIGNS PROVIDED WITH INTEGRAL ARCADE AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS RECOMMENDED BY MANUFACTURER. DISCONNECT SWITCH FROM MANUFACTURER.(TYPICAL) ROBISON CUSTOM LED FIXTURES FOR ARCADE WALLS AND HEARTH. O S1W SCONCE ENGINEERING, INC EC SHALL CONNECT NEW FIXTURES TO THE NEXT AVAILABLE SPARE 120V CIRCUIT AND MAKE ALLC saaiaoTHAVEw„SUITE 3oz 36 2. ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. E3-.- CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, _ __ �Yzo636°3,3;E° LOCATION, QUANTITY, FIXTURE LENGTHS, AND ALL ELECTRICAL I p� CONTACT JAMESYBAFRA CONNECTION REQUIREMENTS WITH SECURITY LIGHTING PRIOR TO L \ f 3. POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN FACING ARCADE. ORDERING AND INSTALLATION (TYPICAL). PROVIDE 3/4 C, 2#10 ti REI {:fi I_1F: FEED FROM EXISTING LIGHTING PANEL AND WIRE THROUGH - - EXISTING TIMECLOCK AND CONTACTOR BOX. �� - -_.__ _ _ �� ro PNS FS��4. OVERALL FIXTURE RUN TO BE CENTERED ON OVERALL LENGTH OF WALL. _ F,p o2 E4 SMOOTH BRACING IS REQUIRED FOR LED FIXTURE INSTALLATION I 5,423 5. LED FIXTURE SHALL MATCH COLOR OF CANOPY EITHER PLATINUM SILVER(PS) OR YELLOW (YL). VERIFY LED UNDER COPING/FLASHING.(TYPICAL} ct• COLOR WITH AREA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. IIt ' r E5 EC TO VERIFY IF PHOTOCELL IS EXISTING. IF NOT, EC SHALL PROVIDE CONNECT NEW LED FIXTURES TO EXISTING LIGHTING CIRCUIT(S) AS REQUIRED. ENSURE THAT CIRCUIT PROVIDE AWEATHER-PROOF JUNCTION BOX ON INSIDE OF FACE BREAKER AND CONDUCTOR SIZES DO NOT EXCEED 1200 WATTS ON A 15A CIRCUIT AND 1600 WATTS ON OF PARAPET FOR PHOTOCELL INSTALLATION. MOUNT JB 6” /1-/4Rk .... A 20A CIRCUIT. VERIFY EXISTING CONDITIONS AND REQUIREMENTS 1N FIELD. PROVIDE ADDITIONAL CIRCUITS BELOW TOP OF PARAPET. PHOTOCELL FURNISHED AND INSTALLED 3� FLOODLIGHT MOUNTING DETAIL D. R08 (C.B.,WIRING,CONDUITS )AS REQUIRED. BY EC. MOUNT FACING NORTH E2.1 NOT TO SCALE �.J 1 rr 9 r-.3 1,JCL 03 ,—, CL CD IL 2 a -6 J t) O 47 L• � 'O _ vy � nt McDONALDS .__ ___.. e v m o ° C o o ° lZQO Q7 3 c_ys J r 6 � FASCIA SIGN li��T.�..=. — — --I� �� � -- -- --- �--- --� ����� N a L Q� �, � O � L O ° 1E1 III II it is II o J '' �1' TL:), 2-°- ., E2 ARCH LOGO ll II II II !I II _ .: - ED2 Fly E a 3 a, °t c eWP - - - SIGN _E1 E 1 II _JL _ _ _ _ - JL _ - ._ _._ _-- JI__1 :L _ - _it__. - _ - JL_ - a .F�: __H - o �; IM =---=-=- - - - McDONALDS - L L ° El o FASCIA SIGN oo ♦/) ° :0` - " °a I; II II I V.I �' � ° o - �' c 1 II W I I I i E4 =i E1 E2 N o cam'- ° ° a`s LED2-4S041)-1-LE P -S-LEC)4D,�HE SLED2--HE [ �-, J ®WP a)°c): a o ° o a, 1I �, a U J 0 LI C 0 r UI F T W j.-"- - - _ E C J Fes- L 0 7 L WPVII - E C .onc � ova�i l p v ° C . _ p O I ..r.-Y- �y�i DOWN TO - - I I II 73 11:0)±2• K SCONCE E5 t 4 `'� 1 I _ I o .5 a 7 8 v ABOVE PHOTOCELL �� i I I (~;i I I. N Q p - o o$ DOOR • ON ROOF ' ` fTh p H 0'm � =� �a X ✓ IBM ,,, II a .o o o �'000 ) I ,7I I Q y 3 In Q).O U { d 63 Q L .-.. a) L f) .71----_. _._ ► E It � —�� Si41 I 1 I !I a H a'3.�� �..�� cin� I '" II w 11 .- I 1 i ..„1-71 11 I II m d O Cr] D O ALL ROOFTOP EQUIPMENT IS �7 ( II EXISTING TO REMAIN, UNLESS .- F1 i o � "Lo Q LIL TJ OTHERWISE NOTED. _._-.__ 1 I �.--.-.- - PLArPLACE 1 I A ��NALD'S U3 0 V) vi \ DE2 �1-G� c� I 1 i1 i ' i i I �' I r} " �' f Ii CV lir( o F ..,, :.,.....„.....,: ,-7-71 I ✓- --- L II E= ,406 11 r 11 �� i I IL ti Z ch I \ ' 1 II 0 [ `I Z O - —rI �_ - _ E3 ._E4 �hP II W o z 0 = ID, oll I CDI CO c, w 03 �' `ilk- 0 ) I - —Il _" N - - - _ 1 II II I� I_... - I _ z .. ,... LN S. _... L __l - w _ _ I III III - - a o , F -._t _ _ _ _ p CSN 0 a 0 0 0L, _, ,,,, .._,. ` I 1 ELECTRICAL ROOF PLAN 1 nr- - - - �� �� � �� 11 1� in A18-223 - #11502 II II II li II II 11 II 1 E2.1 3/16"_ "1 '-0" d i ILL: E 2 l II II 0 I II II II II I� 'LIE _- - -- - _ _ + _ _ ___ ..HL__I:::----- ...... _ :.±: .........j. ._.._ .._ _...... Id LT;J. co ELECTRICAL ROOF PLAiJ COPYRIGHT ma, ROBISON ENGINEERING, INC. Reference only Not part of this permit LU al w w w r CC Lr a: ix as CO 4 Exterior Lighting Restrictions and Exceptions: ✓ 2- Mercury vapor and incandescent lighting is not permuted for use as exterior lighting. D 3. Exempt lighting fixtures are equipped with a control device independent of the control of the nonexempt lighting and are identified in COM check Software Version 4.1.1.0 Section 3 table above. stelei Plans reference page/section: Exterior Lighting Compliance Exterior Lighting PASSES:Design 71%better Pain axle Ce rt i f i c ate 0 I— Q. Section 5: Compliance Statement a: Section 1: Project Information cur, Compliance Statement The proposed exterior lighting design represented in this document is consistent with the building plans,specifications Le and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2014 Oregon Energy Code: 2014 Oregon Energy Efficiency Specialty Code Energy Efficiency Specialty Code requirements in COMcheck Version 4.1.1.0 and to comply with the mandatory requirements in the Project Title: McDonalds Tigard, OR Requirements Checklist Project Type:Alteration Exterior Lighting Zone: 2 (Neighborhood business district) MARK ROBISON P.E 5128/ 9 Construction Site: OwneriAgent Designer/Contractor: LU Name-Title Signature Dose 12388 SW Scholls Ferry RD MARK ROBISON J z- z o z Tigard,OR 97223 ROBISON ENGINEERING,INC. (7) i7) in (7) a 19401 40TH AVENUE W,SUITE 302 5 5 5 5 < LYNNWOOD.WA 98036 se a a, a U (206)364-3343 mrobsson@robisonengineering-cam Le Cr w w J L _7 Z `L W Section 2: Exterior Lighting Area/Surface Power Calculation 0 0 0 A B C R E F CT, TO co co Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed C- <, rl in Lw - Watts Wattage Watts Watts Lo -- `• •\ ca Q !Unit (6 x C) uj Ni. r� o - Main Entiy(Main entry) 5 It of door width 20 Yes 100 84 Drive-up Windows(Drive-up windows/doors) 2 windows or doors 400 No 800 48 -3 `r M` c i Other Door(Other door(not main entry)) 2 ft of door width 20 Yes 40 132 I W Total Tradable Watts'= 140 216 Total Allowed Watts= 940 eiy Total Allowed Supplemental Watts"= 600 'Wattage tradeoffs are only allowed between tradable areas/surtaces. il "A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces Section 3: Exterior Lighting Fixture Schedule r A B c D E ROBISON Fixture ll7:Description I Lamp!Wattage Per Lamp!Ballast Lamps! #of Fixture (C X 0) Fixture Fixtures Watt. ENGINEERING, INC Main Entry(Main entry 5 ft of door width).Tradable Wattage 19401 40TH AVE W.,SUITE 302 8036 LED 1:S1HJSIW Radial Wall Sconce Other 1 G 14 84 LYNNWOOD,06864343WA TEL 20b3fia3343 T¢L Drive-up Windows(Drive-up windows/doors 2 windows or doors):Non-tradable Wattage CONTACT.]AMESYBARRA LED 1: FI2G Canopy Downlight:Other: 1 4 12 48 Other Door(Other door(not main entry)2 ft of door width):Tradable Wattage REI : r>' LED 1:S11-1/SIW Radial Wall Sconce Other: 1 6 14 84P LED 4:F120:Canopy Downlight Other: 1 4 12 48 � �D OFeS Total Tradable Proposed Watts= 216 GjaN • * I N E�`�`r/�/- 15,423 y Section 4: Requirements Checklist r- In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkinarks identify requirements that the applicant acknowledges are met or excepted front compliance. Plans reference page/section'identifies where in 0.- t the plans/specs the requirement can be verified as being satisfied. • 0 Controls, Switching, and Wiring: 'If q SO ✓ 1 Lighting designated to operate more than 2000 hours per year for Uncovered Parking Areas shall be equipped with motion sensors that m Rk D F?0?)'\ will reduce the luminaire power by thirty-three percent or turn off one-third the luminaires when no activity is detected. nei n • Plans reference page/section: Q �.1 :J L..; 0 • S.3 a.a Project Title: McDonalds Tigard, OR Report date:05128/19 Project Title: McDonalds Tigard, OR Report date: 05/28/19 Data filename- F:1_FHOI_McDonards1621-158 Tigard-Scholls Ferry: ORIDwg1OR.cck Page 5 of 5 Data filename:F:1 Ft-101McEionaldst621-158 Tigard-Scholls Ferry, ORiDwg\OR.cck Page 4 of 5 u ▪_ . 7-, N i 3 "0 t/ N Cn 0 v ° 2 13oc `- '- o 2 Fluorescent luminaires ° equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a a a v a 0 a within 1 foot edge-to-edge of each other single controlling device provided that they do not include zones facing more than two adjacent cardinal onentations(i.e.,north,east, 0 ° a°' o ° Exception(s)- south,west) Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical f.: .. oa `o a o o mml -v v 0 v cr LI Where electronic high-frequency ballasts are used. COMcit?eck Software Version 4.1.1.� o a au a °i E .o Plans reference page/section: o w ° .a N N la Luminaires on emergency circuits u i� o 2:41C .a a`, L Q ✓ 4. Interior lighting controls.At least one local shutoff lighting control has been provided for every2,000 square feet of lit floor area and Luminaires with no available pair in the same area. each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area server/by the controls or are Interior Lighting C o t11 p I i a n C e Kaci N E cti o▪ ".o a remote switch that identifies the lights served and indicates their status o oo 01111) U o °'a '- .'2 Certificateo � �- - ° v Pians reference page/section' N C -0 P. m Plans reference page/section: 0 uc L u 17_Medicaltask lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control O o e o o ° 0 17 0 D 5_ Sleeping unit controls.Master switch at entry to hotellmotel guest room c °; �, v c of the . .�:lighting. 45 n u at— ° Section 1: Project Information c c — a in Plans reference pageJsection Plans reference page/section: m -o o,e fin E u c ° c u 0•e o v a */ 6. Egress lighting-Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during Energy Code: 2014 Oregon Energy Efficiency Specialty Code e u c a-- N • 18.Each dwelling unit in a building is metered separately. c C> v 0 T. periods that the building space served by the means of egress is unoccupied. Project Title:McDonalds Tigard,OR ° J .Ev O o v Plans reference page/section. Project Type:Alteration w Plans reference page/section: °v N-o v Construction Site: OwnerrAgent: Designer/Contractor: _ :- ii) o.N C N o Interior Lighting PASSES ✓ 7. Additional controls Each area that is required to have a manual control shall have additional controls that meet the requirements of 12388 SW Scholis Ferry RD MARK RC/BISON 0 a m d cw Sections 505.2 2_1 and 505 2.2 2. Tigard.OR 97223 ROBISON ENGINEERING, INC.. v,_ t ,_ o v 0 ;j6) 19401 40TH AVENUE W,SUITE 302 ❑ a 31 a N L ,,Section 5: Compliance Statement flans reference page/section: LYNNWOOD,WA 98036 r � 0 0 • in in o v(206)364-3343Va ° ,nwap p po g g g pr g plans,speeifications and i/ 8. Light reduction controls Each space required to have a manual control also allows for reducing the connected lighting toad by at least mrobisnn robtsonen ineerin caml C u c s o 0 0Com liance Statement: The ro sed li htin desi n re esented in this document is consistent with the buildin 50 pe€cent by either @ g g c ;' " c °other calculations submitted with this permit application, The proposed lighting system has been designed to meet the 2014 Oregon Energy 1)controlling(dimming or multi-level switching)all luminaires;or o o o `go o v Efficiency Specialty Code requirements in COMcheck Version 4.1-1-0 and to comply with the mandatory requirements in the Requirements 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or Section 2: Interior Lighting and Power Calculation d C°- __. Checklist 3)switching the middle lamp luminaires independently of other lamps;or '-`' - t D N ° v ° 4)switching each luminaire or each lamp A B C 0 a ,� iv a-C 7 4, i Qj MARK ROBISON P.E 05/28/19 Area Category Floor Area Allowed Allowed Watts a ' • Plans reference page/section a- cL I lame-Title Signature Date (ft2) Watts/ft2 (B x C) ✓ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas-This automatic Dining(Common Space Types:Dining Area-Family Restaurant)(Ceiling Height 3594 0.94 3318 La control device shall function on either: 12 ft.) a- ,-- } o 1)a scheduled basis,using erne-of-day,with an independent program schedule that controls the interior lighting in areas that do not Restroom(Common Space Types_Restrooms)(Ceiling Height 12 ft.) 275 0_82 226 )- co oo m p exceed 10,000 square feet and are not more than one floor,or Total Allowed Watts- 3604 z LLI ti a �i (n N 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space:or (a) Mowed watts per sq-ft adjusted for calling height a c w V1 w— E 3)a signal from another control or alarm system that indicates the area is unoccupied. a: m t1- - r-- d o a a [t /] Plans reference page/section: Section 3: Interior Lighting Fixture Schedulein u 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. A g C D E Plans reference page/section: Fixture ID : Description i Lamp i Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X le) Fixture Fixtures Watt. 11 An occupant sensor control device is installed that automatically tuns lighting off within 30 minutes of all occupants leaving a space. N se. Dining(Gammen Space Types:Dining Area-Family Restaurant 3594 sq.ff) N Plans reference pagelsection LED 1:F12S/E 6"LED Recessed Downlight Other 1 63 12 756 ce LED 2:F27A:Highbay LED Pendant:Other: 1 10 139 1390 a u 12.Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a O space or a locally activated switch that automatically turns lighting oft within 30 minutes of being activated is installed in all storage and LED 7:F2 2X4 LED Troffer.Other: 1 1 44 44 supply rooms up to 1000 square feet. Restroom(Common Space Types:Restrooms 275 sq.ft.) c LED 6'F12S/E'6"LED Recessed Downlight:Other: 1 12 12 144CDPlans reference page/section: R Total Proposed Watts= 2334 `/ 13 Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis i,,,,,.;i,,,,,eea an override switching device a that-1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or Section 4: Requirements Checklist o >- 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 override is initiated,and 5)controls an area not exceeding 2,000 square feet. In the following requirements, blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks L 1 01 W Plans reference page/section: identify requirements that the applicant acknowledges are met or excepted front compliance. 'Plans reference page/section'identifies where in r--1 J the plans/specs the requirement can be verified as being satisfied. 0 cr v 0 ii/ 14_Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling featurele Z m r Lighting Wattage: S z 0 that turns off all loads for at least 24 hours,then resumes the normally scheduled operation 1 Total proposed watts must tis less than or equal to total allowed warts LLI O - C ✓ Plans reference page/section Allowed Wattage_3604 Proposed Wattage.2334 O O a2 a D v-, Complies:YES m Q co ✓ 15.Exterior lighting controls_lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a 0_ w 0 w CO photosensor and a time switch,or an I time switch Lighting designated for dusk-to-dawn operation shall be controlled by Mandatory Requirements: ( N an astronomical time switch or photosensor v 2 Exit signs-Internally illuminated exit signs shall not exceed 5 watts per side. ei z z Plans reference page/section Plans reference pageisection: LCJ a .5 000 n J _ i7 © 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: «/ 3. Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting D w O © o 1 Fluorescent luminaires equipped with one,three or odd numbered lamp configurations,that are recess-mounted within 10 feet in the non-daylight zone In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided Automatic O , Lu CO CO I center-to-center of each other. daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, i-= C"1 0 a 01 - 723 --- } 11502 Project Title. McDonalds Tigard, OR Report date: 05/28/19 Project Title: McDonalds Tigard, OR Report date- 05/28/19 Project Title: McDonalds Tigard, OR Report date: 05/28/19 0 Data filename: F:t_FHOI McDonalds1621-158 Tigard-Scholls Ferry,ORiDWgiOR.cck Page 3 of 5 Data filename: F:1_FHO1_McDonalds1621-158 Tigard-Scholls Ferry, ORiDwg\OR.cck Page 2 of 5 Data filename: F3_FH01_McDonalds1621-158 Tigard-Scholls Ferry, OR\Dwg\OR.cck Page 1 of 5 1E3 ® O ur ENERGY CODE COMPLIANCE Reference only Not part of this permit ___ 1 *� I ID � � ,_ T , AC CCC `\ TRO ! SYShM A STNG ) ENERGY E.TQU�� MAN\ AGMENT '^n --R. - D ) / • 1 FOR REFERENCE ONLY, EC TO FIELD VERIFY AND CONFIRM EXISTING LIGHTING CONDITIONS AND REUSE AS NECESSARY EIS SYSTEM SHALL BE ORDERED BY ACM/GC/EC OR 0/0 COORDINATE WITH INTERIOR CUSTOMER LIGHTING EXTERIOR LIGHTING EXTERIOR SIGNAGE ACM PRIOR TO BID ON WHO WILL ORDER, 0 0 F` 1 I 1I SPARE yL LP-24 PARKING LOT LIGHTING EXISTING I McDONALD'S FRONT SIGNAGE ORDERING RDERING INSTALLATION & TECHNICAL A S S I S T ANC E INFORMATION : , 2 LP-26 McDONALD'S BACK, DT & NON5 - z-162 - 41 —FRAN < E DVS : 615 . 6 - 159 ( ORDER ) ;SPARE SPARE 2 EXISTING z DT SIDE SIGNAGE WIRE LEGEND a.3 LP-35 , SPARE SPARE 3 PARKING LOT SPARE SPARE 1 ¢' 877 - 700 - 3367 (TICHNICAL) U LIGHTING w 4 LP-37 I 4 MARK WIRE/CABLE TYPE SPARE SPARE 4 tt I SPARE SPARE ROOFTOP HVAC UNITS OUTDOOR 5 SPARE ` SPARE 5 SENSOR CAT 5E LP-5 DINING ROOM 5 I SPARE SPARE ASSEMBLY 8 SPARE ` h TERMINAL STRIP Sensor z z z z SPARE (KITCHEN) RTU-1 . LONWpRKS FT-10 U Analog Lighting w aLP-7 DINING ROOM6 EXISTING OUTDOOR MENU BOARD - (W221-2001) 0 CU O DINING ROOM OUTDOOR POP (BACKROOM) RTU-2 THERMOSTAT WIRING [e c> I_ a U LP-8 D G EXISTING QU DODO Q SIGNAGE (TERMINAL STRIP Q L��J w 8 8 LI ct I Lil W W W Q { I TERMINAL STRIP - 18 AWG 2 CONDUCTOR o z Z w SPARE SPARE EXISTING DIRECTIONAL SIGNAGE (DINING) RTU-3 - 9 EXISTING DIRECTIONAL SIGNAGE I ca 00 co INTERIOR CREW LIGHTING 10 (SPARE) SPARE 1 'TERMINAL STRIP VGA8 USB CABLE SPARE SPARE ® 1 1 ROOF EXISTING INSIDE BUILDING a I� ^I I w I I 12 McDONALD'S ROAD SIGN LP • I ` KITCHEN EXISTING i. LP-3 RESTROOM A_ 120V CONTROL POWER • I el' LP-11 SUPPORT AREA LIGHTING CONTROL PANEL ENERGY ROBISON EXISTING 1 ` EXHAUST FAN-JANITORS (LCP) MANAGEMENT SYSTEM (EMS) EXISTING RECIRCULATING PUMP 120V CONTROL POWER - PROVIDE VIA SPARE BREAKER WITHIN EXISTING APPLIANCE PANELS ENGINEERING, INC E-BOXX ((Lon) 1940140THAVE W.SUITE 302 (iLon) WA 98036 Q 2063643343YEE EXISTING EXHAUST FAN-RESTROOMTHERMOSTATS T LTJ - X61 208V CONTROL POWER PROVIDE VIA SPARE BREAKER WITHIN EXISTING APPLIANCE PANELS J CONTACT:JAMES YBARRA SPARE SPARE FUTURE E BOXX REIN#:621 1`:8 SERVER. SEE NOTE SPARE 8 SPARE — EMS-3 c�'F, +9 PNEFss/O FRANKE CONTROLS SCHEDULE 44 tiu15,423 � THIN � REMOTE TEMPERATURE S� AT5 1 TS I ATS 1 CLIENT MARK DESCRIPTION MANUFACTURER MODEL BUILDING FACADE SENSORS RTU-4 RTU-3 RTU-2 RTU-1 ATS J [TT-1 THERMOSTAT T (ROOFTOP UNITS) HONEYWELL T7350H1009 • O RTU-3 RTU-1 USB VGA �q + CABLE CABLE >• Rk D. R4S\S 1 (CONFIRM FINAL RTU QUANTITY IN FIELD) ATS AVETEMPERATURE SENSOR NG HONEYWELL TR21-A 03 LP- I ` WALL/SOFFIT LIGHTS TOUCH 0Q 30,1 9 0.19 2 PANEL TS TEMPERATURE SENSOR HONEYWELL TR21 w OJ-- LP-31 SECURITY WALL/SOFFIT LIGHTS e & DOOR ALARM LIGHTING LP-16 WALL/SOFFIT LIGHTS HS HUMIDITY SENSOR HONEYWELL H76351006 U -o L a, .� ° i U N 7 Y) f7 N LP-21 4 ROOF ARCADE LED LIGHTING NOTES: S V m a a o . ,o 0 1. FOR TSTAT,TS, HS AND ATS LOCATIONS, REFER TO M1.2 a a, 2-) 0 d > 0 L_o vz T 0 0 =0 a 0 L LP-20 WALL/SOFFIT LIGHTS ° N O 0-CI � aivac C C 0 3 z "p a In o .a a m LP---19 CANOPY LIGHTING ORDERING , I \STALLATION & TECHNICAL ASSISTANCE INFORMATION : �C a N. o� v EXISTING 7 a o _ °.- " ° a -6 -° E O LO 8 I -FLAGPOLE LIGHTING SIEMENS ECOVIEW : 877 - 306 - 9400 WIRE/WIRELESS LEGEND © � o �� � oo� EXISTING i r 0 (7. 0 coo ROOFTOP HVAC - ` Q7 ° 0 UNITS o 0 •— N SENSORR 'ARK WIRE/CABLE TYPE oro o " 0 o a °� X _ to , k, c a1 r v ASSEMBLY �� cc.) L' L L j TERMINAL STRIP CAT 5E g -J E v ° a a (KITCHEN) RIU-1 Analog Lighting ° Sensor C ¢ � �Z �a L ZIGBEE/802.15.4 MAC/PHY v D'-.N ° 2 c o T �t jTERMINAL STRIP �j O1)1 ��� (WIRELESS TRANSMIT/RECEIVE) O ,°- o u�� T E \`J 1 Z� `_ " I \ � _ 1 N I E C n (BACKROOM) RTU-2, j G ❑ iCI r° k°N' L ' :oc ' THERMOSTAT WIRING � ° ,,, 0� a o (DINING) RTU-3 ITERMINAL STRIP o 2 .z 2 EP 3 )- LIGHTING CONTROL NOTES LC3. ALL COMPO E CONTRACTOR. LIGHTING HTING CONTROL SYSTEM FOR OPTIONS.E INSTALLED BY THE _ 18AWG2CONDUCTOR w E o .,--_- ,,e, 0 ° r LC 1 . CONTACTOR DETAILS ARE DIAGRAMMATIC ONLY AND ARE SHOWN WITH TYPICAL LOADSa .'13 to AND CIRCUIT ASSIGNMENTS. LOADS, CIRCUIT ASSIGNMENTS AND NUMBER OF ITERMINAL STRIP CONTACTORS MAY VARY BY RESTAURANT LOCATION AND PER EMS SUPPLIERS SYSTEMS. LC4. ALL COMPONENTS SHALL BE UL LISTED AND LABELED AND THE SYSTEM � ar :d: ,5 (SPARE) SPARE f L9-.' � r °„ �� o a, � VERIFY' EXACT REQUIREMENTS WITH EMS INSTALLATION DETAILS, EXISTING ELECTRICAL SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL ENERGY CODE ~ a N. LLI PANEL SCHEDULES AND EXISTING SITE CONDITIONS. EC SHALL MAKE ALL MODIFICATIONS REQUIREMENTS. ROOF AS REQUIRED. FINAL INSTALLATION SHALL BE FULLY NEC AND ENERGY CODE INSIDE BUILDING < >- L LC5. ALL CONTACTORS SHALL BE LOCATED IN A NEMA 1 ENCLOSURE WITH SCREW TYPE CO a o Cc L o COMPLIANT. .- W R4 P 0 I^, CN COVER MOUNTED DIRECTLY ABOVE LIGHTING PANEL OR SWITCHGEAR SO AS TO BE J W ACCESSIBLE. W n - w 1- CL LC2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING, CONNECTIONS, LC6. ALL CONTACTORS SHALL BE RATED FOR 30 AMP LOADS UNLESS NOTED OTHERWISE 0 Li u-, o La TERMINATIONS, ETC. THAT ARE NOT PROVIDED BY THE EMS SUPPLIER FOR A AND SHALL BE HID RATED WHERE REQUIRED. "' COMPLETE, FULLY OPERATIONAL AND CODE COMPLIANT LIGHTING CONTROL SYSTEM. LC7. COIL VOLTAGES FOR ALL CONTACTORS SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. r ,V ENERGY MANAGEMENT SYSTEM NOTES r- cc LIGHTING CONTROL INSTALLATION OPTIONS EMS1 . THE DIAGRAM SHOWN ABOVE IS SCHEMATIC IN NATURE AND SHOWS THE GENERAL REQUIREMENTS FOR THE INSTALLATION OF THE ENERGY MANAGEMENT SYSTEM. EXACT 6 EQUIPMENT REQUIREMENTS AND QUANTITIES WILL VARY PER SITE. G.C., M.C., T.C.C. ca OPTION 1 CONTACTORS AND CONTACTOR ENCLOSURE FOR THIS LIGHTING CONTROL SYSTEM SHALL AND E.C. SHALL COORDINATE ALL EXACT EQUIPMENT AND INSTALLATION REQUIREMENTS LIGHTING CONTROL c= (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 6 CONTRACTORTHERM05TATS �ON SITE FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. SYSTEM. � (LCP) cc EMS2. THE ENERGY MANAGEMENT SYSTEM ALSO HAS ADDITIONAL POINTS FOR MONITORING ���} + I T�� 1N` 7;7)) (LCP) SEIMENS CONTROLS SCHEDULE E OPTIONW (71 a I- (OPTIONAL) PANEL REPLACING STANDARD PANEL LP-1. PANEL SHALL UTILIZE AN INTEGRAL MOTOR ITEMS SUCH AS DOOR CONTACTS (RESTROOM & COOLER FREEZER), KITCHEN tcr'„ OPERATED CIRCUIT BREAKERS OR AN INTEGRAL CIRCUIT BREAKER/CONTACTOR TYPE EQUIPMENT, SUPPLEMENTAL HEATERS, WATER HEATER, COOLER/FREEZER TEMP AND FOR O D cn o INTERFACING WITH ADDITIONAL SYSTEMS SUCH AS SECURITY. G.C., M.C., T.C.C. AND MARK DESCRIPTION MANUFACTURER MODEL I- z ,n a COMBINATION DEVICE WITH AN INTEGRAL PROGRAMMING CONTROL MODULE AND SHALL ,. w C-, E.C. SHALL COORDINATE ALL EXACT INSTALLATION REQUIREMENTS WITH SUPPLIER PRIOR LSI - n BE ORDERED THROUGH OUR ELECTRICAL EQUIPMENT NATIONAL ACCOUNT PROGRAM .. THERMOSTAT 0 (SIEMENS OR SQUARE-D) THROUGH OUR CONSTRUCTION PURCHASING TEAM. TO SUBMITTING BID FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. s R T (ROOFTOP UNITS) SEIMENS 97-001 fY 0 o 0 REMOTE TEMPERATURE TS ATS TS ATS ,-n r ¢ SENSORS R EMS3. JUNCTION BOX FOR FUTURE E-BOXX SERVER. PROVIDE 4#12 & 1#12 GND, ¢" RTU-4 RTU-3 RTU-2 RTU-1 a AVERAGING Lo vi CONDUIT TO A 20A-3P CIRCUIT BREAKER WITHIN EXISTING APPLIANCE PANELS. CAP ATS ATS ENERGY ATS SEIMENS 97-002 TEMPERATURE SENSOR ui.u7 MANAGEMENT o - a WIRING IN JUNCTION BOX FOR FUTURE CONNECTION AND PROVIDE A BLANK 0 RTU-3 RTU-1 SYSTEM LLQ 11;'- u� COVERPLATE. VERIFY EXACT LOCATION PER MANUFACTURER'S INSTALLATION J Y L° L1/�/�/�,-((x (EMS) TS TEMPERATURE SENSOR SEIMENS 97-002 L W 0 a INSTRUCTIONS. lil O 0 s• Si) (a ECOVIEW r' w U cr) on 1- cn rq ca TOUCHSCREEN HS HUMIDITY SENSOR `PROVIDED WITH ROOFTOP UNIT CV CJ a yr EMS4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LINE VOLTAGE A18-223 - #11502 CONNECTIONS, INCLUDING BUT NOT LIMITED TO CONTROL POWER TO ALL EMS 120V CONTROL POWER- AP-4:35 I o COMPONENTS AND POWER CIRCUITRY WIRING OF ALL LIGHTING CONTACTORS. NOTES: z COORDINATE INSTALLATION OF ALL LOW VOLTAGE WIRING CONNECTIONS WITH EMS FUTURE E-BOXX 1. FOR TSTAT,TS. HS AND ATS LOCATIONS,REFER TO M1.2 1_,i E3 • 1 U 208V CONTROL POWER- AP-4:(37,39,41) I INSTALLATION DETAILS PROVIDED BY SUPPLIER. 108 SSERVEERVER. SEE NOTE MS-3 Li' LIGHTIN(, CONTROLS Reference only Not part of this permit