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Panda ExpressUMBRELLA FINISH GRADE -� PER ARCH 1 EMBED METAL SLEEVE 30" INTO PIER COORDINATE REO'D 0 w/ UMBRELLA 0 GROUT SOLID AROUND COLUMN WITH HIGH STRENGTH GROUT CONCRETE PIER FOOTING (7) #8 VERT w/ #4 TIES (2)@3"0C T&B&@ 9" 0 C BTWN r; l .. Lt' e- a NOTES UMBRELLA 1 MANUFACTURED BY BIRDAIR, MODEL #CS40 2 COORDINATE FABRIC AND STEEL POWDER COAT COLOR WITH PX PROJECT MANAGER 3 DESIGN WIND SPEED 90 MPH WHEN FULLY OPEN 4 UMBRELLA WEIGHT 194 LBS CONCRETE 1 MINIMUM 3" COVER TO ALL REINFORCEMENT 2 CONCRETE TO BE 4000 PSI AT 28 DAYS 3 3/4" AGGREGRATE SIZE 4 SLUMP 4-6" 5 6% t 1% AIR ENTRAINMENT BY VOLUME 6 w/c < 0 44 7. CONFORM TO ACI -301.305.315 218 & 34' PMA I Engineering 1500 Shawnee Mlulon /Ywy IU If* 375 Fairway KS 11703 ? (113) 931.1212 F. (/13) 631.0149 www pma�npin��rinp <oT Panda Express Eagan Promenance Eagan, MN ELEVATION '4 a b. _PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or ')ort was prepared by me or under my direct ,upervislon and that 1 am a duly Licensed ntessional Engineer under the laws of State f Minnesota. Print Name• n Signature: Date�� .�.� License f. 48037 PROJECT NO. P09167 REF NSA REV2 DRAWN BY DLH SCALE N.T.S. REV1 FILENAME S-0.1 ISSUE PERMIT DATE 12-02-09 CANOPY FOOTING DETAIL S-0.1 I-. Lighting Compliance Documentation Page 1 Project Name: Panda Express Project Address: Yankee Doodle Rd. 81 Promenade Ave. Date: October 9, 2009 Designer ofRecord: Gregory R. Schnackel Telephone: 402.391.7680 Contact Person: Mary Barden Telephone: 913.649.8181 city: Eagan, MN 55120 Automatic lighting shutoff controls are provided based on either a scheduling device or an occupant sensor. ❑ Exception: Space is Intended for 24- houroperation, ❑ Exception: Space is smaller than 5,000 ft'. ❑ Exception: Space for patient care. manaazory rrovlslons L neCK1151 (a Each space enclosed by ceding -height partitions has an independent, accessible control that operates general lighting in the space. ❑ Exception: The control is located in a remote location for safety or security reasons. 0 For spaces less than or equal to 10,000 ff', a separate space control is provided for each 2.500 tl' of area. ❑ Exception: Space where automatic ❑ For spaces nave than 10.000 ft', a separate lighting shutoff would endanger safety or space control is provided for each 10,00011' security. of area. 0 Two -lamp tandem -wired ballasts. ❑ Display fighting has a separate control. ❑ Case lighting has a separate control. ❑ Hotell otel guest rooms have a master switch at the main entry. ❑ Task lighting has a separate control. ❑ Nonvisual lighting has a separate control. ❑ Demonstration lighting has a separate control. (a Exit signs do not exceed 5 W per face. ❑ Either a photosensor or an astronomical time ❑ Exterior building grounds luminaires greater switch controls exterior lighting applications. than 100 W have lamps with minimum ❑ Exception: Lights must remain on for efftcery of 60 IumensM. safety, security or eye adaptation ❑ Exception: Luminaire is activated with a reasons. motion sensor. Interior Liahtina Power Allowance IBuildino Area Method) Building Lighting Power Density Building Area Lighting Power Allowance Type (Wm9 (ft) (W) Total Interior Liahtina Power Allowance (Space-bvSDace Method) Building Type CommorVSpecific Space Type Lighting Power Density (WmI) Space Area (112) Lighting Power Allowance (W) Common Area Du*%g Area - Fwey Db*V 2.10 1156 2427.6 Conmon AMB Food Preparation 1.20 968 111156 Cannon Area Restrooms 0.90 140 126 Total 13739.2 IFS ANSI/ASHRAEAESNA Standard 90.1-2004 Project Name: Panda Express contact Person: Mary Barden Telephone: 913.649.8181 Interior Connected Liahtino Power ID Luminaire DescriptionNumber (indu0irlg number of lamps per fixture. watts per lamp. type of bal ast, type of fixture) Type of Luminaires Watts/ Luminaire Total Watts @ m m i�a�cl 0 O Lt 274' Troffer, (3) FOUTS. Electronic Ballast 0,0 �0 0 0 0 7 89 623 L1A n4' Troller, (3) F032T8. Eledmrk ee'Lts1 0 ,0 ,0 O 0 0 2 89 178 USA Food Prop LqM. exempt par Se 9.2.2.3 (e) 0 0 0 0 0 i0 9 0 0 L68 tk4' WIC LgfR, (2) F32TB• Electronic Ballast ,0 O 0 0 0 3 62 186 L17A Da ih9M, (1) 15W CFL. Elodrork Ballad 0 ,0 0 0 O 65 18 1170 Us palm .(1) teo•W kXW4 4 ,O 0 ;0 0 ,0 3 150 450 L75MP Yams Tq wax.ttl3MuRteu ,0 0 0 0 0 9 37 333 1.79 Padam.(1) 16W GU24 Compod FWmecaM 0 O O 0 '0 8 lie 144 LED -R LED Smp UgM 0 0 0 0 0 32121 320 LED -W LED Sfnp LigM IO 0 -:0 0 0 8 10 110 Total 3484 Additional Interior Liahtina Power Allowance ANSI/ASHRAE/IESNA Standard 90.1-2004 E01 ES -Iloilo ANSI/ASHRAE/IESNA Standard 90.1-2004 E01 ES Project Name: Panda Express Project Address: Yankee Doodle Rd. 8 Promenade Ave. Date: October 9, 2009 City Eagan, MN zip: 55120 HVAC System Designer of Record: Gregory R. Schnackel Telephone: 402.391.7680 Contact Penson: Mary Barden Telephone: 913.649.8181 Qualification m The building is 2 stories a less in height and has a gross floor area is less than 25,000 It Requirements 0 (a) Ag systems serve a single HVAC zone. 0 (b) Cooling (if any) is provided by a unitary packaged or split -system air conditioner that is either air-cooled or evaporatively cooled and meets the efficiency requirements shown in Table 6.8.1. List equipment in the table below. 0 (c) The system has an air economizer as required by Table 6.5.1, with controls as required in Tables 6.5.1.1.3A and 6.5.1.1.38. The economizer has either barometric or powered regef sized to prevent overpressurization of the building. Outdoor air dampen for the economizer use are provided with bade and jamb seals. ❑ Exception: The cooling efficiency meets or exceeds the effcency requirement in Table 6.3.2. Document in table below. 0 (d) Heating (f any) shag be provided by a unitary packaged or split -system heat pump. a fuel -fired furnace. an electric resistance heater or a baseboard system connected to a boder. An heating equipment meets the efficiency requirements of the Standard. List equipment In table below. 0 (e) The outdoes au quantity is less than or equal to 3,000 cfm and leu than or 70% of the supply air quantity at minimum outdoor air design conditions. ❑ Exception: An energy recovery ventilation system is provided in accordance with the requirements in §6.5.6. 0 (1) The system shall be controlled by a manual changeover or dual setpoim thermostat. ❑ (g) Heat pumps equipped with auxiliary internal electric resistance neaten (if arty) have controls to prevent supplemental heater operation when the heating load can be mel by the heat pump alone. 0 (h) The system controls do not peril reheat or arty other form of simultaneous heating and cooling for humidity control. 0 (i) Systems are provided with a time switch that (1) can start and stop the system under different schedules for seven different day - types per week; (2) is capable of retaining progmmmirg and time setting during a loss of power for a period of at least 10 h: (3) Includes an accessible manual override that allows temporary operation of the system for up to 2 h; (4) is capable of temperature setback down to 55°F during off hours; and (5) is capable o1 temperature setup to 90°F during off hours, ❑ Exception: System serves hotellmdel guest rooms. ❑ Exception: System operates continuously. ❑ Exception: System has both a cooling or heating capacity less than 15.000 Btuh and a supply an motor power greater than 314 hp. Equipment Efficiency 0 g) Piping is insulated in accordance vitro Table 6.8.3. Insulation exposed to weather is suitable for outdoor service. Cellular foam insulation is protected from water and solar radiation. ❑ Exception: Piping is located within manufactured HVAC units. 0 (k) Ductwork and plenums am insulated In accordance with Tables 6.8.2A and 6.8.28 and sealed in accordance with Tables 6.4.4.2A and 6.4.4.28. 0 (I) Construction documents require arc systems to be balanced in accordance with industry -accepted procedures to within 10% of design airflow rates. ❑ (m) Where separate heating and coding equipment serve the same temperature zone. thermostats are inedotlred to prevent simultaneous heating and cooling. ❑ (n) Exhausts are equipped with gravity or motorized dampers that will automatically shut when systems are not in use. ❑ Exception: Design capably is less than ago dm. ❑ Exception: System operates continuously. W (o) Systems have optimum start contras. 0 Exception: Supply air capacity is less than 10,000 ctm. System Tags) Mfg.& Model No. Equipment Type Heating Cooling Rated Rated Minimum Capably Efficiency Efficiency Rated Rated Minirtum Capacity Efficiency Efficiency Econ. Min. Efficiency RTU -1 147,600 82% AFUE 78% AFUE 87,900 11.0 EER 10.1 EER NA RTU -2 147,600 82%AFUE 78%AFUE 87,900 11.0 EER 10.1 EER NA RTU -3 --m 147,600 82% AFUE 78% AFUE 87,900 11.0 EER 10.1 EER NA r ANSI/ASHRAE/IESNA Standard 90.1-2004 Project Name: Panda Express Project address: Yankee Doodle Rd. & Promenade Ave. Designer of Record: Gregory R. Schnackel contact Person: Mary Barden city. Eagan, MN 55120 0 0 0 Load calculations have been provided for sizing of systems and equipment (§ 7.4.1). Equipment efficiencies meet or exceed the requirements o1 Table 7.8 (§ 7.4.2). Circulating systems are fully insulated (per Table 6.8.3) and have automatic pump controls (§ 7.4.3 and § 7.4.4.2). Non-ardaating systems have Insulated heat traps add outlet piping 'insulated (per Table 6.8.3) for 8 8 from the storage tank (§ 7.4.6). Mandatory Provisions Checklist ❑ Tanks with remote heaters have circulation pump controls (§ 7.4.4.4). O All water -heating systems have temperature controls that are adjustable down to 120'F or lower (§ 7.4.4.1). ❑ Systems designed with pipe heating systems such as heat trace have temperature or time controls (§ 7.4.4.2). Date: October 9, 2009 Telephone: 402.391.7680 Telephone: 913.649.8181 ❑ Public lavatories have outlet temperature controls that tintit the discharge temperature to 110'F (§ 7.4.4.3). ❑ Pool heaters have readily accessible controls and gas-fired heaters do not have standing pilot lights (§ 7.4.5.1). ❑ Heated sw hiring pools have vapor retardant covers (§ 7.4.5.2). ❑ Pool heaters and circulation pumps have time swltc hes (§ 7.4.5.3). Fmrinnnant Ffririwnrw Wnrkshaet (6 7.4.11 System Tag Equipment Sub -Category Input Rating Volume (gal) Energy Factor or Et Standby Loss < 150,000 Blum Type (From or Rating (Blum or kW) < 150,000 Bluth s < Table 7.8) Condition s < < 150,000 Btufh (From Table 7.8) Rated 2 Required Rated s Required GWH-1 or.s�—we. <4000(BtumYgal 100,000 50 96% z 80% 902 s 902 2 5 2 5 2 5 (`nmhinatinn Snares and Watar Maatinn Worksheet (15 7.5.11 System Tag Standby Loss Method Equipment s Requirement or Energy Use Exception (attach calculations Equipment < Requirement or Size Exception Equipment <Requirement s < < 150,000 Blum s < < 150,000 Bluth s < < 150,000 Bluth s < < 150,000 Btufh ANSI/ASHRAE/IESNA Standard 90.1-2004 *0 NOTES: UMBRELLA: 1. MANUFACTURED BY BIRDAIR, MODEL #CS40 2. COORDINATE FABRIC AND STEEL POWDER COAT COLOR WITH PX PROJECT MANAGER. 3. DESIGN WIND SPEED 90 MPH WHEN FULLY OPEN. 4. UMBRELLA WEIGHT 194 LBS. CONCRETE: 1. MINIMUM 3" COVER TO ALL REINFORCEMENT 2. CONCRETE TO BE 3000 PSI AT 28 DAYS 3.3/4" AGGREGRATE SIZE 4. SLUMP 4-6" UMBRELLA COLUMN NATURAL GROUND EMBED METAL SLEEVE 30" INTO PIER. COORDINATE REQ'D DIA W/ UMBRELLA DIA GROUT SOLID AROUND COLUMN WITH HIGH STRENGTH GROUT. CONCRETE PIER FOOTING 7 #8 VERTICAL 111/4" -- HELIX AT 11 13/16" PITCH 03'-0" Elevation CONTRACTOR TO VERIFY INSTALLATION METHOD AND HARDWARE WITH CANOPY MANUFACTURER. A C CANOPY FOOTING DETA SCALE: IL ONTS OP EXA (CPO G) p 0 <11 0 FT C H t NESS PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, Califomia 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ,& I CITY COMMENTS 12.01.09 F I1 ISSUE DATE: 1ST PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE C F MINNESOTA. PRINT NAME; ENRY C. KLOVER* SIGNATURE: DATE: 12•a 4 4/LICENSE # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE C0 SUITE 150 N EAGAN, MN 55121 C; r W w A�Oml r►/ SITE PLAN AND ENLARGED PATIO PLAN UJ FINISH SCHEDULE A10-FS09 06/08/09 FINISI-I NOTES FUR OUT WALL SPANDREL GLASS C HIGH 12 4-4.3 O PAST COLUMN THIS SECTION CONIC. CURB O BY L. L. RE: 12/A3.1 D2 _ .__...... ` "� F.S. "' F.S. o I ® ® N FD I r I 3 -8 1/2 2'-6" 6'-0" ` 2 -0 7J" C RESTROOM N iJ` W5 107 LO KITCHEN MOP INK PREP _ 104 RE: 1/A- .0 00 _ a0 _1 W4 , " 1l 6 HIGH 4'- NC. CURB RE 12/A-3.1 0 D3 W1 W4 SPANDREL GLASS I 4 � Q THIS SECTION 7' _ 1 � �_/ BY L. L. ROOM NAME FLOOR BASE WALL CEILING 1. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE: PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER -SEALER. B. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 2, ALL INTERIOR GYPSUM BOARD TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM BOARD UNDER FRP OR STAINLESS STEEL SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIORCID GYPSUM BOARD TO BE TRUE AND LEVEL. 3. GYPSUM BOARD SHALL EXTEND A MINIMUM OF 6 ABOVE LAY -IN CEILING SYSTEMS OR UP TO GYPSUM BOARD CEILING. 100 DINING ROOM T-90 / T-92 6%24" TILE 6"x24" ACCENT TILE T-96 6"x24" PORCELAIN TILE T-93 COVE BASE FOR SERVING BEV. COUNTER P -9E PAINTED GYP. BD. T-98 12" X 24" BLACK TILE C1 2'x2' ARMSTRONG, SEPIA #PN91311 C3 GYP. W/PAINT . I __._._.. I � 100A ENTRY VESTIBULE T-90 / T-92 6'x24" TILE 6"x24" ACCENT TILE " T 96 6x24 PORCELAIN TILE T-93 COVE BASE FOR SERVING BEV. COUNTER P 9E PAINTED GYP. BD. T-98 12" X 24" BLACK TILE C1 2x2 ARMSTRONG, SEPIA #PN91311 C3 GYP. W/PAINT 101 SERVING AREA QT 6"x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS T -95Y 8" X 13" PORCELAIN TILE C3 GYP. BD. W/ P-9As SMOOTH WASHABLE PAINT _ I 103 KITCHEN " A QT 6x6 CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6"x6" CONT. 3 8" RAD. / MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS WP3 S.S. BEHIND COOK LINE WPI FRP PANEL C2 2X4 SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS KITCHEN 104 PREP. QT 6'x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS WP1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 105 WALK-IN QT 6"x6" CONT. QUARRY TILE SS/ALUM. W/ 3/8" RAD. EXT S.S. ALUM/GALV. STL COOLER QT1 IN HIGH TRAFFIC AREA INT, ALUM/GALV. STL 4. GRILLES TO REMAIN FACTORY WHITE. 5. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PAINTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE: UNDER FRP, TILE, OR STAINLESS STEEL. 8. PROVIDE STIFFENERS, BRACING, BACK-UP PLATES, f7C. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. ALL MECHANICAL EQUIPMENT SHALL BE PAINTED AND SCREENED FROM VIEW BY MASONRY WALL OR AROUND -TOPPED WIRE MESH ENCLOSURE, PAINTED TO MATCH THE ADJACENT WALL. g ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 11. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIP. AND COUNTER AREAS. 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE ` o - WRAP COLUMN W/ S.S. (WP -2) Ln I VE FY W/ K E.C. Q MMEENNSS RESTROOM 106 W5 - rn - WALK-IN: g A-3.0 N € FREEZER 1 55A 6 ELEC. PANELS r' I I 6 i WALK-IN FREEZER 18 A-3.0 1� PROVIDED BY OWNER'__...._..._.. _i.._....._.._... I INSTALL BY G.C. Q ------- - -= 1 - �� - " ■ "� "� "� "� "� 7/A-3.0 8/A-3.0 N `•- ` 6" H113H CONIC. CURB - , :. RE: 12/A-3.1 SIM. G.C. 0 VERIFY SIZE F.S. SHAPE W/ PANDA. ® �% �- �' W4 3'-�" :. F.S. Li WALK-IN Y i COOLER o \ i 505Ln T 3 WALK-IN COOLER PROVIDED BY OWNER, ER i w INSTALL, BY G.C. ) ----BASELINE OF DRINK / STATION (PROVIDED f BY OWNER, INSTALLED _ ) � 10 o DASHLINE � BY G. VERIFY NV/ K.E.C. I INDICATES SOFFIT W8 n ABOVE, TYP. 2'-9" 3'i 3" 4'_3" 8'-6 1/2" I D2 O - F.S. I I N I I \ K CHEN I �� f `\ 103 ELEC. FLOOR �I STUB. r I - QLO I = N N N I = Q .- SERVICE i = = i I = 101 T.D. -_ - 2'- " 00 I F.S. Q I / I EflM I I S.S. OUTLET PANEL I L- _ •- RE. 2/F-1.0 o I 105 WALK-IN FREEZER GALV. STL SS/ALUM. W/ 3/8" RAD. EXT S.S. INT, ALUM/GALV. STL ALUM/GALV. STL I tD ci Y \ � > I 106 MEN'S ROOM T-92 �� �� 6 x24 TILE T -92B 6" X 8" PORCELAIN TILE W/ �� 3/8 RAD. COVE T -95R 8" X 13" PORCELAIN TILE T -95W 8 X 13 PORCELAIN TILE C3 GYP. BD. W P-9As / SMOOTH WASHABLE PAINT WOMEN'S 107 ROOM T-92 " 6x24 TILE T -92B 6" X 8" PORCELAIN TILE W/ 3/8" RAD. COVE T -95R 8" X 13° PORCELAIN TILE " T -95W 8 X 13 PORCELAIN TILE C3 GYP. BD. W/ P-9As SMOOTH WASHABLE PAINT I o� LiAND Y \ 3 �' ( RESTROOM 108 VESTIBULE T-90 6"x24" TILE T-96 6"x24" PORCELAIN TILE P -9E PAINTED GYP. BD. T-98 12" X 24" BLACK TILE C1 2'x2' ARMSTRONG, SEPIA #PN91311 DOOR SCHEDULE A10-DS08 06/08/09 NO. MANUFACTURER MFG # SIZE FRAME FACE/EDGE THK. CORE LITE RATE HDW 01 O GLASS DOOR ALUMINUM STOREFRONT 6 -0 x7 -0 ALUM. CLEAR ALUM. SAME AS WINDOW FRAME 1 3 4 GLASS GLASS - HW -1, GC TO PROVIDE PANIC LOCK IF REQ. PER CODE OD1a GLASS DOOR ALUMINUM STOREFRONT 3'-0'x7'-0' ALUM. CLEAR ALUM. SAME AS WINDOW FRAME 1 3/4' GLASS GLASS - HW -2, FOR ENTRY AIRLOCK VESTIBULE 02 O EXISTING _ _ WOOD D3 GCD-PLAIN WHITE DOOR - GRAHAM SLICED SELECT MAPLE, CLR D - 3 -O X7 -0 HOLLOW METAL, CECO DU(SQ)-18 CRS -3070 PAINTED S.C. WD MAPLE FIN. W/ CLR. SEALER 1 3 4 PARTICLEBOARD CORE, UREA -FORMALDEHYDE FREE - - HW -4, FOR SINGLE OCCUPANT o o o �` v o _ HARDWARE SCHEDULE INSTALLED AND FURNISHED BY. G.C. SET HINGES CLOSERS PUSH/PULL LOCKSET STOPS THRESHOLD ADA SIGNAGE VIEWER KICKPLATE SILENCERS HW -1 IF PANIC EXIT REQ. McKINNEY, MP091 YALE 4.5X4.5 NRP 32D YMDC2501(TJ) X McKINNEY OP9014 X 12H0 628 DIIT DEVICE ADAMS RITE 8601C 628 INACT. YIALE CYXL8650 IDER 11194 X 1160L X 626 2 1194 X 1160L X 1134-.750 X 626 McKINNEY �� 626 McKINNEY MCK2005AT MCK346C - - - - HW -1 LOCKABLE McKINNEY, MP891 YALE 4.5X4.5 NRP 32D YMDC2501(TJ) X 689 McKINNEY OP812 X 12HO X 16HD 628 DEMBOLT: ADAMS RITE MS1851SV X 4016 X YALE x 4089 x 2) 194 X sea YALE CYLINDER (2S 1194 x 1160E s2s McKINNEY DS30 626 McKINNEY MCK2005AT MCK346C - - - - HW -2 McKINNEY, MPB91 YALE 4.5X4.5 NRP 32D YMDC2501(TJ) X 689 McKINNEY OP812 X 12HD X 16HD 628 McKINNEY DS30 626 - - - HW -3 IF PANIC EXIT REQ. McKINNEY YALE MCK-25HD X CL UNI4410 X 689 - EXIT DEVICE YALE YME2100 X 217E YALE CYLINDER (1) 1193 x 1765 x 626 EXIT ALARM: YALE SOA16-1 X YALE CYLINDER 2196 X 2160 X 1762 260 McKINNEY WS02 630 McKINNEY MCK2005AT, MCK303AS MCK315CN MCK346C - PEEK -0 � 595 McKINNEY KP38 10' X 2 LDW 630 - HW -3 McKINNEY YALE MCK-25HD X CL UN14410 x 689 LOCK SET: YALE AUR YMM 112-2 X 2196 625 LATCH GUARD: McKINNEY LP01 US32D EXIT ALARM: YALE SDA16-1 X YALE CYUNDER 2196 X 2160 X 1762 260 McKINNEY WS02 630 MCIONNEY MCK2005AT, MCK303AS MCK315CN MCK346C PEEK -0 595 McKINNEY KP38 10 X 2' LDW 630 - - oo o O p = o Of v o O = HW -4 McKINNEY YALE MPB79 4.5X4.5 26D YMDC2501 X 689 - PRIVACY LOCK YALE AU YMCL 102 X 693 X 497 626 McKINNEY WS02 630 McKINNEY-BLACK HCLAVO1-M HCLAVO1-W - WKINNEY KP38 10' X 2' LOW 630 BOTH SIDES McKINNEY S1 BLACK 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH LOCALLY ADOPTED CODES. AT STOREFRONT DOORS WITH KEYED LOCK, G.C. SHALL COMPLY WITH IBC 2006-1008.1.8.3 AND PROVIDE A READILY VISIBLE SIGN ON OR ADJACENT TO THE DOOR STATING 'THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS." AS REQUIRED BY LOCAL CODE. 2. HW -2 IS USED ONLY ON PROJECTS WITH AN ENTRY AIRLOCK VESTIBULE 3. G.C.SHALL PROVIDE ADEQUATE BLOCKING / REFINFORCING BEHIND WALL TO SECURELY ANCHOR WALL STOPS. Hardware Finishes: US28/628-Dull Aluminum US26D/626-Dull Chrome US32D/630-Dull Stainless Steel 689 -Sprayed Aluminum WALL PANEL SCHEDULE A10-WPS09 05/15/09 INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT ADDITION). 15. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 16. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDITIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM .� 2 LAYERS OF EH TYPE -X GYP. BD. BEHIND HOOD RE: 12,16/A-3.0 _ I " ,' / 3 -7 6 -0 4 -3 SOFFIT ABOVE SHOWN DASHED FOR SPACIAL CLARITY / PRE -FABRICATED COUNTER COUNTER PROVIDED BY E PANDA, INSTALL BY G. C. E 7A/A-4. // RE: 2/A-3.0 / W4 N I 4'-10 1/2": z bo NO MANUFACTURER DESCRIPTION MFG # COLOR FINISH REMARK WP1 CRANE COMPOSITES INC. THICKNESS: .075 LBCS.14 #636 (LIGHT GRAY), SM/SM TEL: 425.260.3495 (WADE WARFORD) wP2 - S.S. PANEL (22 GA) - BRUSHED FINISH FURNISHED BY OWNER, INSTALLED BY G.C. WP3 - S.S. PANEL (24 GA) - RIBBON FINISH SPECIAL SURFACE SCHEDULE NO MANUFACTURER PRODUCT MFG # STAIN / COLOR FINIISH REMARK GR -90 --- GRANITE (SLAB) --- MADURA GOLD POLISHED I THEIR WORK UNTIL THE CONDITION IS CORRECTED. 17. CONTRACTOR TO FIELD VERIFY EXISTING I WALL SCHEDULE A10-WS09 02/10/09 CONDITIONS AND DIMENSIONS. 18. ALL TILE DIMENSIONS ARE DESIGNED TO 7'-7 1/211 / NO. DESCRIPTION LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. 19. G.C. TO PROVIDE/INSTALL STAINLESS STEEL CORNER GUARDS IN I QUEUE PANEL SUPPLIED BY PANDA & INSTALLED BY G.C. NP c 2-/A- -4.0 �r DINING I ROOM Q 100 a W 1 13 A-4.0 ❑ � w EXISTING DEMISING WALL 6" 20GA. MTL. STUD FURRED WALL W/ 5/8" TYPE "X" GYP. BD. ON INTERIOR SIDE (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, &DETAIL) w 3 5/8" 20GA. MTL. STUD FURRED WALL W/ 5/8" TYPE 'X' GYP. BD. ON INTERIOR SIDE (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) 4 3 5/8" 20GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) w 6" 20GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) w 3 5/8" 20GA. MTL. STUD LOW WALL W/ 5/8" GYP. BD. BOTH SIDES (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) KITCHEN/'STORAGE AT ALL EXPOSEDQ.tvr�_` CORNERS. TYP. NOTE: G.C. TO INSTALL MIN. 3 1/2" NON-COMBUSTIBLE MINERAL FIBERGLASS BATTS SOUND INSULATION AT ALL RESTROOM PARTITIONS AND CEILINGS. a o a� j 'n `- %.: I 12'-10 1/2" NEW ALUMINUM STOREFRONT VESTIBULE I G.C. TO INSTALL 5/8" G.C. TO MATCH EXISTING TYPE "X" GYP. BD. ON D1a D10 REVIEWED PLANS MUS? I INTERIOR SIDE OF REMAIN ON JOB SITE ENTRY € EXTERIOR WALLS. TYP. VESTIBULE W3 10 W3 SIM ' cv 3 A-4.1 I 3 0" .._ .. FUR OUT....WALL ... ...... _.. � ....:...... .... O EAGAN PAST COLUMN I �pR�E�VIEWED Of ■ N 13Y. o D1 OATEt���(����- X BIJIL.DING INSPECTIONS DIVISION w 4'-6" 21'-6" 1 1/2" 20GA. MTL. STUD FURRED WALL W/ 5/8" TYPE 'X' GYP. BD. ON INTERIOR SIDE (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) w 3 5/8" 20GA. MTL. STUD WALL W/ WP3 FINISH OVER (2) LAYERS OF 5/8" TYPE "X" GYP. BD. ON INTERIOR SIDE (SEE A-4.3) INTERIOR PAINT SCHEDULE A10-IPS09 06/15/09 NO MANUFACTURER MFG # COLOR FINISH REMARK P -9A BENJAMIN MOORE OC -30 GRAY MIST (WHITE) EGGSHELL, LATEX SERVICE AREA CEILING P-9As BENJAMIN MOORE OC -30 GRAY MIST (WHITE) SEMI -GLOSS KITCHEN AND RESTROOM CEIILNG, P -9B BENJAMIN MOORE 2080-20 CONFEDERATE RED EGGSHELL, LATEX ROUND SOFFIT P -9C BENJAMIN MOORE 2014-20 RUMBA ORANGE EGGSHELL, LATEX SOFFIT, & PROJECTION EDGE 0 SERVICE LINE P -9D BENJAMIN MOORE 2018-40 NACHO CHEESE (YELLOW) EGGSHELL, LATEX MENU BOARD WALL, UPPER SOFFIT WALL NOTE: -ALL EyTERIOR ARCHITECTURAL DIMENSIONS ARE TO FACE OF STUDS. -ALL INTERIOR ARCHITECTURAL DIMENSIONS ARE TO FINISH SURFACE AS SHOWN BELOW: DIM. STAR DIM. STARTS �: , P -9E DUNN EDWARDS DE 5270 APPLE CIDER EGGSHELL, LATEX INTERIOR DINING AREA PERIMETER WALLS P -9F BENJAMIN MOORE 2132-10 BLACK SEMI -GLOSS BATHROOM DOOR FRAMES P 9H BENJAMIN MOORE AC -36 SHENANDOAH TAUPE EGGSHELL, LATEX BACK DOOR, INTERIOR SIDE ? ww3 ( SEE SHEET A-1.2 } TILE SCHEDULES WALL LEGEND NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER --INSTALLED BY G.C.: 1. WP3 PANELS 2. PANEL DIVIDERS AT WP3 3. WALL END CAP AND HEADER AT WP3 EXISTING EXTERIOR WALL NEW INTERIOR WALL 4. INSIDE CORNER AT WP3 TO WP2 5. FLASHING AT TOP OF BASE AT WP3 -1f LOW WALL FLOOR P LAN 6. 4' WP2 PIECE AT END OF HOOD ALL OTHER STAINLESS STEEL BY G.C. WALK-IN BOX PANEL N SCALE: 1/4"z =1 ' -0" PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, Califomia 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on Fhiie specific project. Nona of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: Al, I CITY COMMENTS 12.01.09 h\, W ISSUE DATE: 1s -r PERMIT REVIEW 10.28.09 2N,D 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: STAMP: AMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HUNRY C. KLOV SIGNATURE: DATE: 11,-M AFULICENSE # 21613 PANDA EXPRESS (3) EAGAN PROMENADE C) 1270 PROMENADE PLACE SUITE 150 N EAGAN, MN 55121 r W A�l m0 W FLOOR PLAN �- W a- PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, Califomia 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: zS I CITY COMMENTS 12.01.09 U ❑© U A u ISSUE DATE 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: Nhilckloverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT U DER THE LAWS OF THE STATE OF MINNIItSOTA. PRINT NAME: HENRYIC. KLOVER SIGNATURE: DATE: 2,1C.^ LICENSE # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE 00N SUITE 150 • EAGAN, MN 55121 Q V- i i UJ RSD 1 [o \\ � W ■ r1/ ENLARGED RESTROOM I- PLAN & ELEVATIONS N� L.L W 14" 3'-3" - 3'-5" GRAB BAR W/ MIRROR 5„ ADA ROOM IDENTIFICATION SIGN MIN. \ 3'-0" 6" 1 BLOCKING 4'-0" MIN. CLEAR FLOOR SPA E :`. [A THICK - (1/4" ) ( `t ° 12"N MIN. 12 42" �)lo MAX. MIN. Z DOOR MOUNTED SIGN C GRAB BAR - Z - s .. r x Q r o RE: 11A-4.4 r \ W/ BLOCKING - r . I _ °O Z z Q LO LATCH SIDE M o � ( FLUSH CONTROLS r TOILET J PAPER I tj U OF DOOR d r _ SHALL BE MOUNTED C r LD i L Ir `D r - K) cv : } /- N "' _ ON TRANSFER SIDE iv -N ( OF TOILET GUARD 49-011 SANITARY NAPKIN " 8 MIN. ITRAP MAX. RESTROOM ACCESSIBLE SIGNAGE PAPER TOWEL DISPENSER CLEAR DISPOSAL KNEE CLEARANCE TLEARANCE URINAL - FRONT VIEW URINAL - SIDE VIEW l FLOOR MOUNTED TOILET -FRONT VIEW j FLOOR MOUNTED TOILET -SIDE VIEW LAVATORY - FLOOR CLEARANCE LAVATORY - MOUNTING HEIGHTS STANDARD ACCESSIBLE MOUNTING HEIGHTS & CLEARANCES 5 SCALE: N.T.S. C Q1 FULL TILE AREA REQUIRING BLOCKINGRE: FULL TILE _ START LAYOUT 8/A-4.2 START LAYOUT _ r 0 RM C CNv­RG42 RS RMT RPW RT C RPW RM5 o C RG42 - " RM o RG36 D. [RL RG36 '- RG36 RL I C RMS 6 A-4.3 ;\ RG42 RT C W5 RM OOM Q 107 °' cv l - I -00 / l _ RL 8/A-4.3 T-95 -95 RPW Ln -928 Q MOUNTING T -92B RS l ZONE RMS o _ WOMEN'S RESTROOIM ELEVATION 9 MENS RESTROOM ELEVATION SCALE: 1/4"=1 RLI-0"CD ..... --- ---_ / SCALE: 1/411=10-011 W4 iv W4 C 5.. FULL TILE FULL TILE 0 77 START LAYOUT START LAYOUT 'n N RMS o -2 1/t V-819 RPW D3 RPW loe O r o_ RG36 r o_ AD S GNS RM I E42 r` RL RT A-4.3 - W5 MEN g I RESTROOM I Q 106 a _ _.._ a, -95 T -95R 1 ' - 6"` 3 3:N I -92B -928 r 18/A-3.0 F.D. WOMEN'S RESTROOM ELEVATIONQ 8 MEN'S RESTROOM ELEVATION SCALE: / SCALE: 1/4"='-0" 1'-0" RG42 RT RMS W6 FULL TILE FULL TILE G36 START LAYOUT START LAYOUT -- 3'-9" 3'-10 1/2" 4'-9" Q O N ENLARGED RESTROOM PLAN 2 SCALE: 1/291= 1 —0 o I o I TOILET ACCESSORY SCHEDULE 02/10/09 -95 H -95 k-1 NO DESCRIPTION BOBRICK GRAB BAR, 36" LONG RG36 B-6806 1 1/2- , SATIN FINISH T -92B T-928 RG42 BOBRICK GRAB BAR, 42" LONG B-6806 1 1/2" SATIN FINISH CENTERLINE -DOOR AND OF SIGN WOMEN'S RESTROOM ELEVATION MEN'S RESTROOM ELEVATION BOBRICK CHANNEL FRAME MIRROR RM B-165 (1830) 18"X30" BRIGHT POLISH FINISH I CENTERLINE OF SIGN •wry _ _ _ _ _ _ 1'-0" DIAMETER _ A'F 0. SCALE: 1 4"—is- 0 " / —SCALE: 1/412= 1 '-0" RS SOAP DISPENSER���� (BY VENDOR) ` FULL TILE � START LAYOUT AREA REQUIRING FULL TILE BLOCKING START LAYOUT RE: 8/A-4.2 BOBRICK SEAT COVER DISPENSER [RMS] STAINLESS STEEL, SATIN FINISH B-221 C G42 C EVIEWED PLANS MUST FW SANT-T140OTBL TOWEL DISPENSER (AUTOMATIC) PROVIDE BY OWNER AND INSTALL BY G.C. RD RM EMAIN ON JOB SITE 1 /4" THICK 1 /4" THICK ROUND ( RMT RMT BOBRICK MUTI-ROLL TOILET TISSUE DISPENSER EQUILATERAL MEN'S WOMEN'S ROOM SIGN 0 RPW o B-2888 STAINLESS STEEL, SATIN FINISH ROOM SIGN WITH WITH GRADE 2 G36 1 GRADE 2 BRAILLE BRAILLE C RS FRT AMERICAN STANDARD FLOOR MOUNTED ELONGATED TOILET WHITE NOTE: SIGNAGE COLOR AND LETTER SIZE SHALL ` r RT ` E-� CADET 2377.100, COMPLY WITH LOCAL CODE AND ADA REQUIREMENTS. C I EAGAN RL AMERICAN STANDARD WALL HUNG LAVATORY LUCERNE 0356.015, WHITE r�IEWE ` -95 RD ❑ BOBRICK SURFACE -MOUNTED SANITAR Y NAPKIN DISPOSAL STEEL SATIN FINISH T -92B MOUNTINGJ -95 Q1 =95 T 92B DATE: RLIR_DIAIG I IPECTIgNS DIVISIOI^g - 54 STAINLESS ZONE INSULATE TRAP & HOT WATER AT HANDICAPPED LAVs. TOILET SIGNSWOMEN'S O RESTROOM ELEVATION MEN'S RESTROOM ELEVATION SCALE: 1 "=1'-0" SCALE: 1/419=1#. C91 SCALE: 1/411-19 91 PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, Califomia 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: zS I CITY COMMENTS 12.01.09 U ❑© U A u ISSUE DATE 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: Nhilckloverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT U DER THE LAWS OF THE STATE OF MINNIItSOTA. PRINT NAME: HENRYIC. KLOVER SIGNATURE: DATE: 2,1C.^ LICENSE # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE 00N SUITE 150 • EAGAN, MN 55121 Q V- i i UJ RSD 1 [o \\ � W ■ r1/ ENLARGED RESTROOM I- PLAN & ELEVATIONS N� L.L W EXio P O P cc r Ci 04 G� Z<4 SFT CHI PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firth, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 10/1 ,, Illhckloverarchitect 10955 LOWELL AVENUE, SUITE 76,, OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNRSOTA. PRINT NAME: HENRY,C.IKLOVER SIGNATURE: ,�'r DATE: d�' QqSE # 21613 PANDA EXPRESS 0.) E.AGAN PROMENADE M� W 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r A-3.0 ARCHITECTURAL I- DETAILS NOTE: INSTALLER TO >, ADDITIONAL 5/8" TYPE X' GYP. BD., FULL LENGTH UNDER HOOD AND UP TO 10'-0" HIGH TWO LAYERS OF 5/8" GREEN „ 48 HIGH, TOP„ OF TWO II PROVIDE A WATER -TIGHT SEAL BETWEEN BOTTOM „ II 5/8 GREEN BD. REFER TO WALL 48" HIGH, ON TOP LA " LAYERS OF 5/8 X 12 OF COOLER BOX WALL & TYPES SCHEDULE WOK RANGE CEMENT BD. QUARRY TILE FLOOR COOLER WALL OFFOR MATERIAL 5/8"ENT 18 GA. METAL STRAP BACKING, SIZE RE: A1.0 FOR WALL FINISH BD12" DUROCK. AND ELEVATION PER DETAIL 4A-4.2 STUD WALL METAL STUD 1 1 /2" S.S. SCREW FOR SECURING SILICONE JOINT SEALANT 3/8" R. COVED BASE CLEAR SILICONE EQUIPMENT TO WALL 20'-6" SS FLASHING BEHIND MTL STUD SCREW, S.S. OUTSIDE, ALUM. ( � SEALANT INSIDE), BY KITCHEN WALL TILE 10, SS WALL PANEL AT TOP & BOTTOM ® EQUIP. CONTRACTOR, LENGTH OF EXHAUST HOOD TOP OF Q.T. BASE iv " 16 O.C. INSTALLED BY G.C. MTL STUD SCREW, / \ LATICRETE 9235 SEALANT, GE SILPRUF S.S. RIVET ® 12" LATICRETE 9235 TOP & BOTTOM WATERPROOF'G MEMBRANE, WATERPROOF'G MEMBRANE, SCS 2000 CLEAR SILICONE O.C.O.C' 16" O.C. 8 UP ON WALL & 24 ON 8" UP ON WALL & 24" ON FLOOR, BETWEEN CEMENT 20 GA. GALV. PLATE SEALANT CLEAR SILICONE FLOOR, BETWEEN CEMENT BD. & QUARRY TILE BETWEEN MTL STUD QUARRY FLOOR TILE SEALANT LSLOPE BID. &QUARRY TILE 20 GA. GALV. PLATE BETWEEN \ \ QUARRY TILE BASE AND CEMENT BD. g" UP & 1.5" ON FLOOR TILE MTL STUD AND STUD (WOOD OR METAL) ® 16 O.C. SLOPE FOR POSITIVE DRAINAGE FLOOR. 1" OVERLAP SLOPE FOR FOR POSITIVE DRAINAGE POSITIVE DRAINAGE CEMENT BD. 8 UP " INSULATION IF REQUIRED I 1/4' IN 24" P. ON GALV. PLATE 1 /4" IN 24" TYP. 1 /4" IN 24" TYP. & 1 ON FLOOR. 1 " OVERLAP ON GALV. PLATE ° 5/8" TYPE "X" GYP. BD. OVER STUDS a C' a DRY PAD FOR SEALANT, GE a a SLOPE DRAINAGE SILPRUF SCS 2000 _ — DRY° PAD °a SEALANT, GEa OPE ° SPREAD FOAM BEWTEEN QUARRY SEALANT, GE DRRINA SILPRUF SCS 2000 TILE AND WALK-IN WALL PANEL SILPRUF SCS 2000 GYP. BD. BEHIND COOKLINE 6 WALL BASE @ COOKLINE 2 WALK-IN COOLER BASE g WALL BASE DINING ROOM 4 SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 1 "=1'-0" 2X BLOCKING W/ 2-16d 5/,8" GREEN BD. RE: EXT. ELEVS (WATERPROOFING ON AND A35 EA. END (TYP.) 2X FILLER ON EA SIDES (TYP.) 48 HIGH, ON TOP I FOR FINISHES OF 5/8"X12" CMNT KITCHEN SIDE ONLY II "CEMCO" METAL STUDS ICBO 3403P � LATICRETE 9235 � # L.A.R.R. # 29923T BD. BY DUROCK. WTRPRF G 5/8" GREEN BD. 48" HIGH, WALK-IN BOX „ MEMBRANE, 8 ON TOP OF 5/8" X 12" ' ' SERVICE AREA CEILING T -BAR CEILING, ,UP WALL PANEL ON WALL & 24 ON CEMENT BD. BY DUROCK. METAL STUD L.A.R.R. #22646 SEE SHT. A-1.1 SEE SHEET A-1.1 FINISH FRP W/ FLOOR, BTWN CMNT WALL FINISH WP1, (SEE ROOF TRUSSES (TYP.) J -MOLD ON TOP BD. & QUARRY TILE SCHEDULE) FINISH (SEE ELEVATIONS) 5/8" GYP. BD. EACH SIDE FRP OF QUARRY TILE WALL FINISH WP1 FINISH FRP WITH J -MOLD— > `'• 3 5/8" 20GA. MTL FRAMING SEAL W/ FLEXIBLE PAINTABLE SILICONEJOINT 20 GA. GALV. ON TOP OF QUARRY TILE - 12'-0" AFF @ 16" O.C. „ SEALANT. KITCHEN SIDE ONLY. CLEAR SILICONE PLATE BTWN MTL SILICONE JOINT -- MTL STUD SCREW, TOP & 20 G A. � 66„2OOGCA. MTL FRAMING CSD 1/2„ (TYP.) UUP IISEALANTI' BOTTOM ® 16" O.C. BRACING ® 48" O.C. S.S. RNVET ® 8”&CM'N OND CRETE 9235 20 GA. GALV- PLATE CORNER BEAD PLYWD BEHIND `• j FINISH - �' 1/2" BOLT ® 36" O.C. 12" O.C. FLOOR. 1 " OVERLAP WATERPROOF'G MEMBRANE, BETWEEN MTL STUD AND p_gp 1 KITCHEN CEILING DRYWALL TO EXTEND 6 LED LTS t SEE SHT. A-1.1 �- MIN ABOVE FINISH CEILIN 12" 1 3-5/8" 20GA. METAL TRACK o " ON GALV. PLT 3/8 R. ALUM. COVED BASE BY MTL STUD 8" UP ON WALL & 24" ON CEMENT BD. 8" UP & 1" FLOOR, BETWEEN CEMENT ON FLOOR. 1" OVERLAP - MENU BD. MTD. TO METAL N K.E.C, INSTALLED SCREW, BD. & QUARRY TILE ON GALV. PLATE / ,:, ,� �. • ,f .. ,r �, .� f 9 -6 AFF FRMG. BY G.C. TOP & „ » QUARRY TILE BASE HILTI POWER DRIVEN _ 3 5 8"-20 GA. MTL. 7FF � S RVICE CO KITCHEN QUARRY TILE BASE BOTTOM ® "HILTI" 16 O.C. POWER PINS ® 24" O.C. MAX. SLOPE FOR POSITIVE� TYP. U.N.O. I.C.B.O. # I o) STUD ® 16" O.C. 9' - / P -9C P -9D W/ 5/8" GYP. BD. N SPREAD DRIVEN D (NAGE 1 /4" IN 24" TYP. 1290 1/2" BOLT ® END OF FOAM PINS -` P -9A SOFFIT TYP. 3 ON EACH END BTWN 24" O.C. a MTL BOX BEAM .............._. B.O. MENU BD. QUARRY MAX. < a° ° 10" L17A RE: 9/A-3.0 7" 6'-8"AFF TILE & a P• SEALANT, WALK-IN •N•0• DRY PAD a FOR SLOPE SEALANT, GE MENU BD. MTD. TO SILPRUF SCS I.C. B.O. WALL a ° 2000 A DRAINAGE SILPRUF SCS 2000 3'-0" METAL FRMG. ® 16" O.C. PANEL # 1290 SOFFIT DETAIL 5 MENU BOARD SECTION WATERPROOFING WALL BASE @ WALK-IN REQ 8" 24" OUT BOX & STUD WALL WATERPROOFING UP°w� WALL BASE KITCHEN 24" OUT , SCALE: 3/4"=1 —0 - SCALE: 3/4p)=1 . n ON FLOOR „_ , ON FLOOR SCALE: 3"=1 '-0" _ SCALE. 3 1'-0" TYP. 1" S.S COUNTER 1" GRAINTE TOP OVER LA 6" OVERLAP 3'-10" 7" 1" GRAINTE TOP NEW ELECTRICAL PANEL 5/8" GYP. BD. 0 �i 4" 9" p 4" OVERLAP TOP OF S.S. 5/8 GYP. BD. OVER al rri a COUNTER GR -90 5/8" GYP. BD. 3-5/8" METAL STUD OVER 6" METAL FURROUT. RE: A2.0 SERIES FOR FINISH. 3/4" PLY WD u7 _ — COLD PAN STUD PARTITION. PAINTED I RE: FINISH » 3/4 FIRE -TREATED 8'-6" A.F.F. T.O. OPS POCKET OPS ROCKET - 2 SCHEDULE ON PLYWOOD SHORT WALL -: � ; ':.:., GR -90' "�• • ...•:....:...::.':.:.' SHEET A1.0. 3 3/4" CL \ I j I .:r EXHAUST HOOD Ld LO N .. ... .._ .. 7'-10" A.F.F. 20GA. MTL — — � - f _ 2 — j N I CV Op W MUN/m/ 22I T.O. RESTROOM STUDS O 1.:': <:; ; €:>:: <:........:;. I N I f :........ :: N 1 I I 2 CO CEILING 1 x 1 S.S. ANGLE W/ S.S. v �� i I �' •: /.> GR 90 0, " j%......:... N .l „ 5/8 GYP.BD. 5/8 GYP.BD. RIVET ® 24" O.C. PROVIDE AND vi % . r I :::::::::::::.::.::.......... TAPED & TAPED & INSTALL BY G.C. 2 I (': • SANDED,-W4SANDED FINISH -9A FINISH P -9G WP3 "' WALLS: NOTE: RATED . . _ o VERIFY ALL WALL PLACEMEN T G.C. TO PROVIDE 3M PRODUCT CS 195 � DIMENSIONS W/ ELECTRICAL COMPOSITE SHEETS AND INSTALL PER 6" 20GA. MTL 0 "' PANEL SIZE, SPACING, & MANUFACTURERS RECOMMENDATIONS OR FIRE STUDS ~ MOUNTING HEIGHT REQUIREMENTS BLANKETS APPROVED BY LOCAL AUTHORITIES GR -90 GR -90 PRIOR TO CONSTRUCTION. TO MAINTAIN INTEGRITY OF FIRE RATED WALL. DASHED LINE INDICATES EDGE OF STAINLESS STEEL A -PLAN T-93 _97 EQUIPMENT. g -ELEVATION ELEC. PANELS DETAIL g SHORT WALL CEILING CURB 4 HOOD TO WALL CONNECTION SERVICE COUNTER PLAN, ELEVATION AND DETAIL 2 SCALE: 3/4"=1 '-0' SCALE: 1 1/2"=" —0 SCALE: 3/4"=1 '-0" SCALE: 1 1/2"=V—O" �2" CONT. CURVED GLASS INT. FRP. OVER 5/8_ — — — — — -' — GRANITE GR -90 ON COUNTER TOP PROVIDED BY OWNER, INSTALLED BY G.C.90 O 4 1/2" ON COUNTER TOP PROVIDED BY OWNER, INSTALD gY G,C. 11 — — GYP. I I MAKE JOINT TIGHT WITH CLEAR SEALANT BY G.C. MAKE JOINT TIGHT WITH CLEAR SEALANT BY G.C. 1 /2 I r N 2X BACKING I +r R-9 NFA I I CLR. SILICONE I I I G.C. TOFURN & INSTALL I WALK-IN CEILING PANEL I I I I I ^ 1— N\SNF ZF ,� I .:: I , CASHIER COUNTER --//I �I GU I S/S Z BAR - 2 SIDES I I I NOTE: PROVIDE I I I III I eZE qR� RO I I I I I I I ��- WALK-IN WALL PANEL WALK-IN FREEZER MANUFACTURER FORM I ` STAINLESS STEEL I I I ; SERVICE TABLE W/ I ELEC. J BOX &ELEC. OUTLET ®24" A.F.F. ;. - PLASTIC INSULATION /j L 12" HIGH 5/8" I I — — — W.P. CEMENT I :;;. I COMPLIANCE LABEL 1-1 /4" PER SEC.2602 UBC I J STEEL SHELVES LESS r J I I PRE -FABRICATED WOOD FRAMES 1/4" TEMPERED — -' — — — BOARD I I 97 I aD PROVIDED BY OWNER, GLASS (SIM. ON — _ — — — — — — _L _ _ I WP -1 OVER 5/8" WATER I FEE I INSTALLED BY G.C. 00 SIDES). FILL ALL GAP SPACE METAL COVE BASE 1" x 1" PLYWOOD GUIDE NAILED I RESISTANT GYP. BD. BY G.C.I - 00 00 I I WP -1 OVER 5/8" I O 00 T 97F HATCO DISPLAY LIGHTS BETWEEN MOP SINK AND WALL WITH FOAM. SUB -FLOOR PANEL DOWN 1 1 /2 HILTI SHOT PIN ® 24 O.C. 2388) I ELEC. J BOX 0 15" A.F.F. I -�:-j :, .I O c� WATER RESISTANT GYP. BD. BY G.C. _I N \ (ICBG I PRE -FABRICATED WOOD FRAMES PROVIDED, 4 1/2" •• �� 24"X24"X10" MOP CLEAR SILICONE SEALANT I BY OWNER, INSTALLED BY G.C. I is 0 I WP -1 OVER 12" X 5/8" O 9 3/4 3" 3 60" �2" SINK - SEE K-1 II WP -1 OVER 12" X 5/8" I I DUROCK CEMENT BD. BY G.C. I I DUROCK CEMENT I BD. BY G.C. O A. F. F. 54 ` _ — - COVE BASE TILE — — -- — O �� I 3Z" GYP. BD. AS TILE I BACKING INSTALL BY I G.C. _ _ _ _ _ _� A.F.F. HATCO DISPLAY SET MOP SINK IN QUARRY TILES UNDER SPREAD FOAM BEWTEEN QUARRY L-----f—L------- LJ ::..:: Tl � — � � � — ��----- —7TJ MOUTH � � x LIGHTS MORTAR BED WITH SUB -FLOOR PANEL TILE AND SUB -FLOOR PANEL I I Jai" GYP. BD. AS TILE PAINT GYP. I I I I PAINT : BD. GYP. BY G.C. ZONE QT LIQUID NAILER BACKING INSTALL BY G.C. BD. BY G. I I I I in I I I 10J _ 1 4" CURVED f 1 /4" CLEAR TEMPERED T_93 SERVICE CUSTOMER VI :. CUSTOMER �j QUARRY TILES LCOVED BASE TILE CLEAR TEMPERED GLASS ON TOP GLASSON SIDES -• � - •, i ' ........................................................................................................................ QUARRY TILES COVED BASE TILE SNEEZE GUARD 7 MOP SINK 3 TYP. WALK-IN FRZR. SECTION 9 SERVICE COUNTER DETAIL 5 SERVICE COUNTER DETAIL 1 SCALE: 3/4"=1'-0" SCALE: 3"=1'-0" SCALE: 1 1/2"=l'- SCALE: 1 1/21)=l I—Opf SCALE: 1 1/2"=V—O" EXio P O P cc r Ci 04 G� Z<4 SFT CHI PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firth, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 10/1 ,, Illhckloverarchitect 10955 LOWELL AVENUE, SUITE 76,, OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNRSOTA. PRINT NAME: HENRY,C.IKLOVER SIGNATURE: ,�'r DATE: d�' QqSE # 21613 PANDA EXPRESS 0.) E.AGAN PROMENADE M� W 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r A-3.0 ARCHITECTURAL I- DETAILS EXp PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: hilckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UN ER THE LAWS OF THE STATE OF MINNES TA. PRINT NAME: HENRY C.k yER SIGNATURE: DATE: r LI E E 21613 PANDA EXPRESS 00 EAGAN PROMENADE O 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q W A�3. 1 W r1/ ARCHITECTURAL �- DETAILS G 3 5/8" HORIZONTAL MTL. RADIUS TRACK MOUNTED TO STUD BRACING (CONT.) BOTTOM OF TOP CHORD B.O. DECK IZL _____ F VARIES 6" CONCRETE CURB I 5/8" GYP. BD. OVER 3 5/8" 20GA. METAL STUDS ®18"O.C. RE: A-4 SERIES FOR FINISH B.O. STRUCTURE RADIUS TRACK MOUNTED TO I B.O. SOFFIT BOTTOM OF BOTTOM CHORD OILQT i 10'- 6 A.F�F. ®� 5/8 GYP. BD. OVER RADIUS TRACK 3 5/8" 20GA. METAL 3 5/8" ACING MSL. RADIUS TRACK TO RECEIVE STUD BRACING AS QT2 STUDS ®18"O.C. REQUIRED HORIZONTAL STUDS RE: A-4 SERIES FOR ° FINISH 5/8" GYP. BD. OVER 3 5/8" 20GA. METAL STUDS ®18"O.C. \\\\\\\\\\\ FINISH PER SCHEDULE EXISTING STRUCTURE ABOVE. G. C. TO FIELD VERIFY ACTUAL CONDITIONS. TYPICAL CURB DETAIL 2 DRUM SOFFIT SECTION 4 SCALE: 1/2))=IL SCALE: 1 "=1 '-0" 3" DIA. TABLE BASE, QUEUING (E) ROOF CONSTRUCTION * THIS DETAIL ALSO APPLY PARTITION LOW WALL BASE, TO 2" DIA. S.S. PREP BOOTH BASE, BOOTH BACK tf4 LINE LOW WALL. (CORE PARTITION BASE AND SETTEE DRILL HOLE MAXIMUM OF PARTITION BASE (CORE DRILL l LAY -IN CEILING TILE Y2" LARGER THAN POLE) HOLE MAXIMUM OF Y2" l 3- #10 SCREWS LARGER THAN POLE) l EXISTING STRUCTURE TOP Yz" GROUT MATCH THE ADJACENT FLOOR TILE GROUT /—COLOR. 4" MTL STUDS 20 GA STAINLESS STEEL. SECURE TO CREATE POSITIVE DRAIN AWAY FROM POLE "CEMCO" METAL STUDS ALTERNATING ® 48"O.C. COOLER/FREEZER & LAY -IN BASE. ICBO # 3403P L.A.R.R. TILE ABOVE. 1 „ MAXMA # 29923T 4 TILE (SEE FLOOR FIN.) o CEILING -SEE SCHEDULES ON ALIGN CONCRETE SLAB, TYP. SHEET A-1.0, & REFER. TO q4 -TIN CEILING PLAN, SHEET A-1.1 CEILING -SEE 5/8" TYPE"X" GYP.BD. TO CEILING UJ 4 SCHEDULES TAPED & SANDED W/ FINISH TO COOLER/FREEZER �� w Jo z z CEILING (SEE SCHEDULES) w z - FLOW -ROCK OR RAPID SET 9000 / wANCHORING CEMENT OR EQUAL < 20 GA. MTL. STUD ® 16" O.C. a O m ASTM C-1107 GRADE C 'n ( ) "HILTI" POWER DRIVEN PINS 24" O.C. MAX. TYP. U.N.O. I.C.B.O. # 1290 L.A.R.R. #2582 S.S. DTL COOLER/FRZR 1 CORE DRILL DETAIL 7 PARTITION DETAIL 3 SCALE: 3"=1'-0" SCALE: 3/8"=1'-0" SCALE: 1 /2 =1 —0 NOTE: GREASE EXHAUST DUCT INSULATION TYPE 3M FIRE BARRIER 2000 + SILICON SEALANT APPROVED FOR 1 -HOUR OR 2 -HOUR STRUCTURE. (2) LAYERS 3M FIREBARRIER DUCT WRAP T 3 5/8" 20GA MTL. STAINLESS TO STUDS ® 16" O.C. STEEL MATCH PER PLAN (TYP) HOOD. MOUNT TO HOOD & GREASE DUCT PSP ABOVE. FILAMENT TAPE & (2) 3 5/8" BANDING I 20GA STUDS I FOR JAMB (TYP) 3" LONGITUDINAL I 3 5/8" 1 8G OVERLAP I HEADER TRACK PLAN VIEW I WITH LEGS CUT 3" PERIMETER OVERLAPS 1BA-3.1 AND WEB BENT 90% ANCHOR TO JAMBS w/(4) GREASE DUCT #12-14 SCREWS. (2) LAYERS 3M FIREBARRIER DUCT WRAP UL # YYET-R14229 DUCT WRAP DETAIL 6 SCALE: "=1 '-0" DOOR FRAME DETAIL 2 ' PSP 1 SCALE: 3/8"=1 -0" STAINLESS STEEL TO MATCH r.-�HOOD. SECURE TO HOOD & (2) 3-5/8" 20GA PSP ABOVE. MTL. STUD (TYP) 5/8" TYPE 'X' GYP. ALIGN 3 5/8" MTL. 18GA HEADER TRACK WOOD SHIM SPACE HOOD BY CAPTIVE AIR H.M. FRAME —SCHEDULE. PAINT PER FINISH ---[�NEW SHT. A1.0 JAMB ANCHOR (3 PER JAMB) A. HEADER B. JAMB SECTION S.S. DTL EXHAUST HOOD 9 NOT USED 5 INT DOOR HEADER/JAMB DTL. SCALE: 1/219=1 ' —0" SCALE: NTS SCALE: 3"=1 '-0" EXp PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: hilckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UN ER THE LAWS OF THE STATE OF MINNES TA. PRINT NAME: HENRY C.k yER SIGNATURE: DATE: r LI E E 21613 PANDA EXPRESS 00 EAGAN PROMENADE O 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q W A�3. 1 W r1/ ARCHITECTURAL �- DETAILS G Li C I EXISTING STOREFRONT I. NEW ENTRY VESTIBULE 0 0 O I N 0 z J w U z_ I g C; FULL TILE START LAYOUT HERE 1/2 QUARTER ROL ALUM. CORNER TR OPEN CORNERS T` RE: 9/A-4.2 z z g o M ND M ® P. OPEC INGOA�D-6 3/4"28„6 5/8" CLEARP-9D \ \ \ \ \ OPEN TO SERVICE AREA BEYOND Q (�_____________ — II III \ II r- --I i P -9E \ P -9F \ Q in I 0 o � LL oN o o m � I --- c 4i;.h: '..+•,•=.hitt-�;�: :itP .. +�:'`• "I u'o' 1.tiy :j �`• ..��_r;—"�••„r'-=�'r:. `";: .Tc •;,+ v;i e".:,17A~� '�.t.•,�;p..:r•.:;-- 3.S. KICKPLATE n J96 � NEW ALUMINUM--/ QT-96� �� IL<01 GR-90 T -97F T-93 ISA ® 60" AFF \ FULL TILE STOREFRONT VESTIBULE RETURN WALL CUT 1 " ® B.O. DOOR RETURN WALL START ® BOTTOM G.C. TO MATCH EXISTING FINISHES TO FINISHES TO STOREFRONT. TYP. STOREFRONT. TYP. DINING ROOM ELEVATION - WEST 3 DINING ROOM ELEVATION - EAST 2 SCALE: 3/8"=l' -O" SCALE: 3/8"=1'-0" NOTES: 1, ALL EXPOSED WALL TILE EDGES MUST BE FINISHED TO MATCH TILE SURFACE. EASE TILE EDGE AS ALLOWABLE. 2. G.C. TO INSTALL OWNER PROVIDE BLINDS. COORDINATE WITH PANDA P.M. PRIOR TO INSTALLATION. 3. PROVIDE 1/2" CLEAR PLASTIC CORNER GUARD FOR ALL INTERIOR PAINTED SURFACE W/CLEAR GLUE GENERAL DECOR NOTE: ALL WALL DECORATIONS, PRINT LOCATIONS, ETC... TO BE VERIFIED WITH PANDA EXPRESS BY G.C. G.C. SHALL PROVIDEIINSTALL ANY CONCEALED BLOCKING, MISC, HARDWARE NOT PROVIDED BY OWNER, ETC... AS REQUIRED. COORDINATE LOCATION OF ALARM DEVICES WITH ARTWORK. EXSTING STOREFRONT EXISTING STOREFRONT EXIT EXISTING STOREFRONT P -9E P -9E P -9E P -9E z _J 1/2" QUARTER ROUND v FULL TILE FULL TILE T START ® TOP START ®TOP ALUM. TOP TRIM ®T.O. START®E TOP of 1 TILE, RE: 9/A-4.2 g I m A ON J T-98 T-96 T-98 T-96 3/4" ALUM. TRIM OFFSET T-98 T-96 ® FIELD TILE TYP. RE: 9/A-4.2 RETURN WALL FINISHES TO STOREFRONT. TYP. DINING ROOM ELEVATION - SOUTH SCALE: 3/8"=1'-0" P EX�o O a vo U) o 0 0 FT CH I N�s� PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and Plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: isT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: ,l hIckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNNER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HENRY 4 I LOy ER SIGNATURE: DATE: �� Q LI �N)�# 21613 PANDA EXPRESS M EAGAN PROMENADE O 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r UJ A�4.0 P1/ INTERIOR ELEVATIONS �- ryNG UJ 0 - . �r,u ruTrw � irl'�TII"tl 11 r 1 VLL '''- L - @ ILL START ® BOTTOM FULL TILE START LAYOUT HERE J/ `t nL-VIVI. I1\IIVI VI I JLI ® FIELD TILE TYP. RE: 9/A-4.2 CnNT_ SINGI F STRnKF CSF VESTIBULE ELEVATION -WEST 2 SCALE: 3/8"=l' -O" FULL TILE START I AVnI 17 LJCOC V.V. I V �...V I U/"�JL J CLEAR ALL SIDES OF FLOOR SINK. FINISH WITH VESTIBULE ELEVATION - NORTH 2 SCALE: 3/8"=l' -O" COUTNER BASE DINING ROOM ELEVATION - NORTH T SCALE: 3/8"=l' -O" PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: P,A Nhckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNF%SOTA. PRINT NAME: HENRY C. KLOV SIGNATURE: DATE: "LANP 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE SUITE 150 EAGAN, MN 55121 A-4.1 INTERIOR ELEVATIONS M O 00 N r i UJ W C— G UJ n CONCEALED BLOCKING AS INDICATED BY THEELEC. PANELS 43B ® +71" A.F.F. P-96 DASHED BOX AREAS AROUND WALL SHELVING, 43A CSD +59" A.F.F. SINK BACKS, ETC. SHALL CONSIST OF THE FOLLOWING: : i WP1 WP1 WP1 :::::: .,.r� - BLOCKING :<::! G ®ALL RATED WALLS AND WALL UNDER EXHAUST HOOD SHALL CONSIST OF 6 � :.;: 20 GA. METAL STRAPS INSTALLED PRIOR TO 2'-p" 7' -I <«<` U :;<::;;;%'/ INSTALLATION OF GYP. BOARD ® ALL AREASol REQUIRED FOR FASTENING EQUIPMENT N z SECURELY TO STUD WALL. I I r 3'-4 1/2" n 2'-1 3/4" - BLOCKING ® ALL OTHER WALLS SHALL CONSIST o 0 WATER INLET PIPE FOR ICE OF 5/8" PLYWOOD SHEATHING IN PLACE OF � m MACHINE 1 -4 1/2' GYP. BOARD WITHIN DASHED BOX AREAS. FINISH OVER WITH SPECIFIED WALL PANEL WP1 I ELEC. OUTLET FOR FINISH PER KITCHEN ELEVATIONS. ICE -MACHINE BY G.C. PVC DRAIN PIPE TO FLOOR SINK MOP SINK—/F.S. BY MANITOWOC. MANITOWOC TO CONIC. CURB AREA REQUIRING QT2 AREA REQUIRING SEAL GAP THRU THE ' BLOCKING BLOCKING PRE -DRILLED GRANITE TOP ELEC. OUTLET FOR HOT WATER RE: 8/A-4.2 RE: 8/A-4.2 POT (S/S FACE PLATE)GENERAL BLOCKING NOTE KITCHEN ELEVATION DISHWASHING ELEC. OUTLET FOR TEA BREWER (S/S FACE PLATE) o SCALE: 1/4"=V-0" '-0" SCALE: 1/4" 1 '-0" ON NEMA 5 PLUG _ 1 DEDICATED CIRCUIT G.C. TO INSTALL S.S. FRAME AND 1/2" COLD WATER TEE OFF _ _ _ HOOD CONTROL PANEL, REMOTE FROM SAME PIPE AS ICE MAKER r AREA REQUIRING SWITCHS DOWN TO @ 48" 1/2" COLD WATER OUTLET, W/ C —_ —_ —_ _ _ _ _ _ _ _ _ _ _ BLOCKING TWO SHUT OFF BALL VALVES BY - — — - — ` RE: 8/A-4.2 G.C. CONNECTION TO WATER INLET iii OF TEA BREWER & ICE MAKER Q I 4'-0 1/2" 43B ® +71 " A.F.F. ELEC. OUTLET FOR SODA 043A ®+59" A.F.F. "I DISPENSER BY G.C. � N WP1 EXIT WP1 FFL _.. _ RE: SHEET F-1.0 FOR FS V-9„ o J WP1 8'-0" (114 '1 " BEVERAGE COUTNER DETAILS. 1 U 2'-4" 1' 2' N 3'-6" z z_ C� 1 we O 88 OmT) LL NQ a6QT2 AREA REQUIRING F.S. F.S. AREA REQUIRINGBLOCKING QT2 CONIC. CURB A• BLOCKING B • RE: 8/A-4.2 RE: 8/A-4.2 BEVERAGE STATION MANAGER STATION 7 KITCHEN ELEVATION - EAST SCALE: 1/2"=l'—O' SCALE: 1/4"=1'-0i_' SCALE: 1/4"= 1 '-0" SERVICE AREA SOFFIT P -9C " WAINSCOT ALUMINUM TRIM _ REFER A-1.2 FOR SPEC. 314" f T-98TYP. OFFSET 3/4" BACK OF MENU BOARD OFFS OPEN TO DINING ----------------------- 3/4" z T-98 BUTT JOINT - _ ROOM BEYOND U Q 0 o \ OPEN TO SERVICE BEYOND o .\�.........................-.......... ......._................. -Y4ALUMINUM TRIM m Iri00 ALIGN TRIMS 1 x 1))11111 Cd N 2 J '& U F.S.------- QT2 T.D. WP1 OVER WATER RESISTANT FACE OF GYP. BD. GYP. BD. BEHIND EQUIP. BY G.C. ... 1/2" QUARTER ROUND REAR SIDE OF SERVICE COUNTERREF. PREP. TABLES & WORKTOP FREEZER ELEVATION NORTH ALUMINUM TOP TRIM. 6 REFER A-1.2 FOR SPEC. SCALE: 1/4"=V-0" '-0" SCALE: 1/4"= 1 ' —0" T-98 WALL TILE STAINLESS STEEL ENCLOSURE FROM TOP OF COOLER/ FREEZER TO BOTTOM OF CEILING BY G.C., DIMENSION SHALL BE FIELD VERIFIED TO STAINLESS STEEL ENCLOSURE FROM TOP OF MATCH WALK-IN DIMENSIONS AREA REQUIRING HOOD TO BOTTOM OF CEILING BY G.C., BLOCKING DIMENSION SHALL BE FIELD VERIFIED Tf0 10 1/2" RE: 8/A-4.2 Q MATCH HOOD DIMENSIONS �2'- 0 " � r� rn WP3 I XT 7 - EXHAUST HOOD EXHAUST HOOD N o " 8'-0" �WP2 4'—o" 3'-10 1/2,, T-98 WALL OR SILL TILE/..........._............................/l....::.. _' _..................... ,_..................................fie.........................:. x WP1 x z U ::::::•:•::.:::::.:::...........:... 1/2" QUARTER ROUND F1:101 FEIT °I_I"I WP3 z ALUMINUM OUTSIDE CORNER TIRIM. REFER A-1.2 FOR SPEC. T-98 WALL TILE m I C° 0 m C6 F.S. F.S. QT2 CONC. CURB QT2 AREA REQUIRING -V BLOCKING RE: 8/A-4.2 TILE/TRIM DETAIL9 KITCHEN ELEVATION -NORTH 5 COOKLINE ELEVATION SOUTH SCALE: 1/2"= 1 '-0" SCALE: 1/4"= 1 —0 SCALE: 1/4" 1 '-0" PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 62 6.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: isT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: hckloverarc hitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649,1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HEN SIGNATURE: DATE: d- f�I E # 21613 PANDA EXPRESS m EAGAN PROMENADE 1270 PROMENADE PLACE CIO IN SUITE 150 EAGAN, MN 55121 Q T_ _W 2W ■ N KITCHEN ELEVATIONS —C G W 0— PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or representad by this drawing are the property of Ponda Express Inc. and were created for use on this apeclfic project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any pe n, firm, or corporation without the written perrrsission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 110A [/lhckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINN�SOTA. PRINT NAME: HENRY KLOVER SIGNATURE: DATE:A• / ILIN # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE SUITE 150 MN 55121 ENLARGED RESTROOM PLAN & ELEVATIONS C) 00 N CDr LU �W I.L. L.L W 0— 14" MIN. 3 3 - 3'-5 ofGRAB BAR W/ MIRROR BLOCKING 4'-0" MIN. ADA ROOM IDENTIFICATION SIGN 3'-0" 6" CLEAR FLOOR SP E (1/4" THICK) 0 0 12" 12" �\v 42„ _ N MIN. MIN. Z NJ MAX. ID DOOR MOUNTED GRAB BAR �t5t'�►u5�� z x o SIGN11A-4.4 RE:W x d W/ BLOCKING "'° io -LeN>E,�-- r�� - h '� Q� — iso q x Z Z ao LO LATCH SIDE - FLUSH CONTROLS L`� TOILET L J z PAPER I I (, - - Qi M OF DOOR SHALL BE MOUNTED M X _ N "a� v I Q I ON WIDE FACE OF N N I = TOILET I g„ ADA TRAP GUARD - 4'-00' SANITARY 18" APKIN 8" MIN. 6" MAX. CLEAR DISPOSAL SES; �.. (44.1 wtsE� � .134► KNEE CLEARANCE TOE CLEARANCE RESTROOM ACCESSIBLE SIGNAGE PAPER TOWEL DISPENSER URINAL - FRONT VIEW URINAL - SIDE VIEW FLOOR MOUNTED TOILET -FRONT VIEW FLOOR MOUNTED TOILET -SIDE VIEW LAVATORY - FLOOR CLEARANCE LAVATORY - MOUNTING HEIGHTS STANDARD ACCESSIBLE MOUNTING HEIGHTS & CLEARANCES 5 SCALE: N.T.S. FULL TILE AREA REQUIRING BLOCKING FULL TILE - 1 START LAYOUT RE: 8/A-4.2 START LAYOUT o RG36 W7 RM ------- RMT � RMT RT RS RPW o RG42 RPW RMT RG42 RM - F.D. RL - 0 RG42 RG36 0 RL \� ? ® 6yypAM-EN4S3 RG36 RT W4 RM r� RESTROOM lk- RT RL 107 Q - N J ----I 01 ' 8 A-4.3 - ao RPW -95 -95 27 Ln I T -92B T-926 RS ° 00 RM N WOMEN'S RESTROOM ELEVATION MEN'S RESTROOM ELEVATION RL SCALE: 1/4"=" SCALE: 1/4"=l'—O;' W4 W4 ii 5„ FULL TILE FULL TILE ILL D3 START LAYOUT START LAYOUT j ° 2'-6 1/2" !� Ln - CV i RMS D3 M o 1'-2 1/t 1,-8" RPW O RPW RG36 AD S GNS O RM O RG42 .I l\ 1 A-4.3 M - W5 MMEENN �I RESTROSOM in - Q 106 Q 0 a' -95 T -95R 3� N T -92B T -92B WOMEN'S RESTROOM ELEVATION g MEN' RESTROOM SELEVATION 3 °° 18/A-3.0 F D RG42 SCALE: 1/491=1" T" SCALE: 1/41)= 1 2 W6 FULL TILE FULL TILE RG36- START LAYOUT START LAYOUT 3'-9" 7 -------------- 3'-10 1/2" IIIi 4'-9" _ 0 0 N% ENLARGED RESTROOM PLAN 2 SCALE: 1/211= 1 —0 -95 I -95 0 I P, TOILET ACCESSORY SCHEDULE 02/10/09 r NO DESCRIPTION BOBRICK GRAB BAR, 36" LONG RG36 B-6806 1 1/2" SATIN FINISH 1 NT . Aubk ei lisu& NMF/et- p fb1Z T -92B T -92B F G42 BOBRICK GRAB BAR, 42' LONG B-6806 1 1/2" SATIN FINISH Ilk CENTERLINE OF .� DOOR AND SIGN WOMEN'S RESTROOM ELEVATION 7 MEN'S RESTROOM ELEVATION 2 [RM BOBRICK CHANNEL FRAME MIRROR SCALE: 1/4"-1'-0" B-165 (1830) 18"X30" BRIGHT POLISH FINISHCENTERLINE 1-0 DIAMETER OF SIGN SCALE: 1/4"— 1'-0" - RS SOAP DISPENSER (BY VENDOR) ^`V _ _ _ _ _ _ 5' A.F.F. Y FULL TILE START START LAYOUT AREA REQUIRING FULL TILE START LAYOUT RE 8/AG 4.2 BOBRICK SEAT COVER DISPENSER RMS B-221 STAINLESS STEEL, SATIN FINISH RMS [RPW] SANT-T1400TBL TOWEL DISPENSER (AUTOMATIC) PROVIDE BY OWNER AND INSTALL BY G.C. RM 1/4" THICK 1/4" THICK ROUND EQUILATERIAL MEN'S WOMEN'S ROOM SIGN RG36 - RPW BOBRICK MUTI-ROLL TOILET TISSUE DISPENSER FMT - B-2888 STAINLESS STEEL, SATIN FINISH ROOM SIGN WITH WITH GRADE 2R G42 - GRADE 2 BRAILLE BRAILLE NOTE: SIGNAGE COLOR AND LETTER SIZE SHALL RT [RT] AMERICAN STANDARD FLOOR MOUNTED ELONGATED TOILET CADET 2377.100, WHITE COMPLY WITH LOCAL CODE AND ADA REQUIREMENTS. tA---- RL K AMERICAN STANDARD WALL HUNG LAVATORY LUCERNE 0356.015, WHITE T -95R -95 -95 Hi BOBRICK SURFACE -MOUNTED SANITARY NAPKIN DISPOSAL T -92B T -92B B-254 STAINLESS STEEL, SATIN FINISH INSULATE TRAP & HOT WATER AT HANDICAPPED LAVS. TOILET SIGNSWOMEN'S 10 RESTROOM ELEVATION G V MEN'S RESTROOM ELEVATIO SCALE: 1"=1'-0" SCALE: 1/4)i= 1'-0" SCALE: 1/4' 1 1 _ C PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or representad by this drawing are the property of Ponda Express Inc. and were created for use on this apeclfic project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any pe n, firm, or corporation without the written perrrsission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 110A [/lhckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINN�SOTA. PRINT NAME: HENRY KLOVER SIGNATURE: DATE:A• / ILIN # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE SUITE 150 MN 55121 ENLARGED RESTROOM PLAN & ELEVATIONS C) 00 N CDr LU �W I.L. L.L W 0— EQUIPMENT SCHEDULE CONDUIT FOR SODA LINES RE: PLUMBING 32 31 ®1 sa ll I i • 43A 43B 0 58 < � 57B .... ..... ..... 0 tz 4U'b\E�E7o L; 3.0 FI + 55 3.0 FT i LO tz5 O O `#$4" tz - L4A M 0 4.5 FT N - M o 44A M 40A 4.0 FT T 5.0 FF P1 M1 3R /, tz 0 ANSUL PULL BOK RECESSED F2 TYP. TYP. I•.APMAW, TYP. TYP. S2 S1 /N FURNITURE AND EQUIPMENT PLAN SCALE: 1/4 =1 —0 EXA P 0 V' p e O V, a 6 0 4O �4c' C HIVS� N PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement andplana indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 1111AO ®hr hitect ,,. cklovera c 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNE OTA. PRINT NAME: HENRY OL LOVER SIGNATURE: - DATE: V' V41+9 LI S # 21613 PANDA EXPRESS cr) EAGAN PROMENADE 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r \W K�l W 00 FURNITURE AND EQUIPMENT PLAN 2 n PLUMBING ELECTRICAL DESCRIPTION FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION IC 0 OWNER PANDA EXPRESS, INC. S SERVING AREA D DIRECT CONNECTION CONVENIENT OUTLET GC GENERAL CONTRACTOR K KITCHEN RIH ROUGH IN HEIGHT TO CENTER OF CONNECTION FSO FLOOR STUB OUT EC ELECTRICAL CONTRACTOR E EXISTING DC DROPPED CORD KEC KITCHEN EQUIPMENT CONTRACTOR SUPPLY BY GAS WASTE COLD WATER HOT WATER CONNECTION LOAD PHASE H.P. VOLTS REMARKS DIMENSIONS MANUFACTURE MODEL # EQUIPMENT NO. K BTU R.LH. SIZE TYPE SIZE R.I.H. SIZE R.I.H. ISIZE R.I.H. TYPE WATT W x D x H (0 x H) SERVING AREA EQUIPMENT 24" 1/2" SEE DETAIL SEE PLAN KEC CUSTOM SERVICE COUNTER 1 24" D 150OW 1 115 SEE DETAIL SEE PLAN KEC CUSTOM SNEEZE GUARD 2 FS 1/2" 15" D 120OW 208 0 15 3/4" x 11 "D APW SM -50-17P 17 QUART ROUND WELL 3P FS 1/2" 1 1 15" 1 D 50OW 1 208 0 12 1/2" x 11"D APW SM -50-11P 11 QUART ROUND WELL 3Q FS 1/2" 15" D 50OW 208 0 10.5" x 8.125"D APW SM -50-7P 7 QUART ROUND WELL 3R FS 3/4" 24" C 1.5A 1 115 W/LID DISPENSER 30"00"05" CORNELIUS IDC -255 BEVERAGE DISPENSER 1/2' 96" C 7.2A 1 115 ON S S SHELF 15"x11"X16" CORNELIUS CARBONATOR F4C 29"x18" CORNELIUS SODA RACK ON 6" CURB 020" CO2 TANK 96" 1/2" WALL MOUNT 20"x4"x2O" EVERPURE WATER FILTER 4F FS 1/2' 24"x24"x6 1/2" KEC CUSTOM 24" COLD PAN 5B 50" IC 114.4A 11 120 NEMA 5 PLUG 11" X 22" X 34" BUNN TB3 ICED TEA BREWER 9D FS 1/2" 84" 1/2" 84 C 1.1A 11 115 --- 22" X 14" X 26.5" MANITOWOC IB-0824YC 800 LBS. ICE MACHINE 10K 16 D 11.7A 11 208/23 ON ROOF 34" X 24.13" X 25.7 1VIANITOWOC CDV-0875 REMOTE CONDENSER 1OKc' KITCHEN EQUIPMENT 450 10" 1-1/2" FS 2" 10" 3/4" SEE DETAIL 93"x42" KEC CUSTOM 93" CHINESE RANGE L 20A 190 10" /4" FS 2" 10" 3/4" SEE DETAIL 42"x42" KEC CUSTOM 42" CHINESE RANGE 200 122 EA. 14"x2 3/4"X2 16" X 30" EACH FRYMASTER MJ45-SD FRYER (2) 21F 24" C 15A 1 1 1120 NEMA 5 19.9"X34.5"X41.3" WINSTON HA4005 RICE HOLDING CABINET 24H 35 30" 1/2" 22"0x15" RINNAI PER -55A -N RICE COOKER 25A 24% 30" x 24" KEC CUSTOM RICE COOKER STAND 26A FS 3/4" 130" D 50OW 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK-IN COOLER UNIT 31 FS 3/4- 130" D 50OW 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK-IN FREEZER 32 24" C 83A 1 1/3 115 NEMA 5-15P 4 "X33"X3 " RANDELL 9215-32-7MP 48" WORKTOP FREEZER 32F 24" C 12A 1 1/2 115 SELF CONTAINED 84"x33"x35" RANDELL 905OK-7 84" REF. PREP. TABLE 34A 24" C 5.5A 1 1/4 115 SELF CONTAINED 32"x32.75"06" RANDELL 9412-32-7 32" REF. PREP. TABLE L 34H FS 2" 14" 1/2' 14" 1/2" 100"X30" KEC CUSTOM -(PS -100L POT SINK 40A FS 2" 14" 1/2" 14" 1/2" 1 COMPARTMENT 42"00" KEC CUSTOM -(VS -42) 42" VEGETABLE SINK (L) 41Ja FS 2" 14" 1 2" 14" 1/2" 1 COMPARTMENT 42"00" KEC CUSTOM -(VS -42) 42" VEGETABLE SINK R 41Jb 18GA POLISHED (WALL MTD. 0 59" A.F.F.) SEE PLAN KEC CUSTOM (NSF) 12"D S.S. WALL MTD. SHELF 43A 18GA POLISHED WALL MTD. 0 71" A.F.F. SEE PLAN KEC CUSTOM NSF 16"D S.S. WALL MTD. SHELF 43B 4 SHELVES MTD. 0 8" A.F.F., 26" A.F.F., 54" A.F.F., 72" A.F.F. SEE PLAN GOLD BOND VARIES 18"D WIRE SHELVES 44A 4 SHELVES MTD. 0 36" A.F.F., 48" A.F.F., 60" A.F.F., 72" A.F.F. 24" X 36" GOLD BOND VARIES 24"D WIRE SHELVES 44C 50" IC 1 11 1/3 1115 1 12 1/2"x21" IGENERAL GSM -1/66 FOOD PROCESSOR 45A SMALL EQUIPMENT WALL SHELF BY OTHER CUSTOM DETERGENT SHELF 51A 24" C 100W 1 115 ON S.S. COUNTER 160 AROMA ARS -1055S RICE WARMER 54 84" DC 160QW 1 208 PLUG: NEMA 6-15R 20 1/8"X13 1/4"X18 1/2 SHARP R-23GT MICROWAVE (2) 55 BY G.C. AS REQUIRED BY LOCAL FIRE DEPT., CHECK LOCATION WITH PROJECT MANAGER FIRE EXTINGUISHER 56 2" 24" 1/2' 24" 1/2" W TOWEL & SOAP 14 1/4"x18 1/2" EAGLE HSA -10 -FK HAND SINK 57B SEE DETAIL KEC PAPER TOWEL & SOAP DISPENSER 58 WALL MOUNT 12"x15"x78" KEC 5 -TIER LOCKER (2) 61A 20.5"X16"X28" USA SAFE SAFE 62A POS EQU I PM ENT 24' C 50OW 1 1115 CUSTOM 11 1/4'04 1/2"0" RESNOS S 460 CASH REGISTER SYSTEM 2 81 50" C 100W 1 115 SEE DETAIL CUSTOM COMPUTER 83A 48" X 28" X 42" KEC CUSTOM MANAGER STATION 84C 24" C 50W 1 115 SEE PLAN POS PRINTERS (2) 86A 50" C 50W 1 115 1 1 FAX 187 MEP EQUIPMENT SEE MECH. DWG. SEE PLAN CAPTIVE AIR CUSTOM EXHAUST HOOD M1 SEE MECH. DWG. 12" X 6" X 18" CAPTIVE AIR CUSTOM HOOD CONTROL PANEL M4 SEE MECH. DWG 24"x24" CAPTIVE AIR FIRE SUPPRESSION SYSTEM M6 88" C 5.1A 1 1/2 115 36"X 11 1/4' X14" MARS 36 N FLY FAN M8 BY G.C. 3" 36" 3/4' 36" 3 4L D FLOOR TYPE 24" X 24" X 10" MOLDED STONE MSB2424 MOP SINK P1 BY G.C. 235 66" 3/4' 1 66" 3 4" 66" 3 4" 30" C 120 SEE PLUMBING DWG 18.5" X 9" X 25" TAKAGI T -M32 GAS WATER HEATER P2A BY G.C. 3/4" 30" 3/4" 30" 3/4" 30" D 21.6A 208 SEE PLUMBING DWG 20.5" DIA X 55" A.O. SMITH DEN 52, 50 GAL ELEC. WATER HEATER P213 84" IC 10OW 1 115 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT/SHELF E1A 84" C 5OW 1 115 W EMI LOCK SEE PLAN TOSHIBA (TIME LAPSE) SECURITY VCR E4B C 50W 1 115 SEE PLAN 15" X 13" DELL (17" COLOR) SECURITY MONITOR E4C BY G.C. ELECTRICAL PANEL E7 SIGNAGE VERIFY D I 20A 11 1 1115 1 SEE SIGN DWG DETAILI I CUSTOM I.D. SIGN S1 VERIFY I D I 20OW 11 1 1115 1 SEE SIGN DWG DETAILI I CUSTOM LOGO S2 VERIFY I D I 50OW 11 1 1115 1 ISEE SIGN DWG DETAILI ICUSTOM MENU BOARD S6 FURNITURE 47" x 100" F2 -G BEVERAGE COUNTER F2 24" x 28" x 42" F3 -FG TRASH RECEPTACLE F3 SEE DETAIL C1 -M CHAIR C1 SEE DETAIL C2 -M STOOL C2 SEE DETAIL C46 -M BOOTH CHAIR C413 EXTERIOR SEE DETAIL C4 -M EXTERIOR CHAIR C4 INTERIOR 21"X24"X30" T1 -U 24" X 21" TABLE T1 INTERIOR 30" DIA. x42" T2 -U 30" ROUND TABLE HIGH T2 INTERIOR 24"X48"x30" T3 -U 24"X48" TABLE ADA T3 EXTERIOR 36" DIA. 00" T4 -M 36" ROUND TABLE T4 EXTERIOR 36" DIA. 00" T5 -M 36" ROUND ADA TABLE T5 EXTERIOR SEE DETAIL 13'-4" BIRDAIR UMBRELLA U1 NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED. 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMNET CODE. CONDUIT FOR SODA LINES RE: PLUMBING 32 31 ®1 sa ll I i • 43A 43B 0 58 < � 57B .... ..... ..... 0 tz 4U'b\E�E7o L; 3.0 FI + 55 3.0 FT i LO tz5 O O `#$4" tz - L4A M 0 4.5 FT N - M o 44A M 40A 4.0 FT T 5.0 FF P1 M1 3R /, tz 0 ANSUL PULL BOK RECESSED F2 TYP. TYP. I•.APMAW, TYP. TYP. S2 S1 /N FURNITURE AND EQUIPMENT PLAN SCALE: 1/4 =1 —0 EXA P 0 V' p e O V, a 6 0 4O �4c' C HIVS� N PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement andplana indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 1111AO ®hr hitect ,,. cklovera c 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNE OTA. PRINT NAME: HENRY OL LOVER SIGNATURE: - DATE: V' V41+9 LI S # 21613 PANDA EXPRESS cr) EAGAN PROMENADE 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r \W K�l W 00 FURNITURE AND EQUIPMENT PLAN 2 n 4 ro 0 I1 N BEVERAGE COUNTER PLAN 1/2 If= 1 1-011 OFRONT ELEVATION 1/2 If=11-011 3'-6" B SIDE O ELEVATION /2 -1- 0 1 CONDENSATE DRAIN FROM DRINK STATION CONDENSATE DRAIN FROM ICE MAKER CERAMIC TILE W/ 3/8" RADIUS COVE BASE ................ ........... FLOOR SINK SECTION D STUB PVC FOR 1-1/2 If= 1 ii-Oiiii BAG IN LINES FROM BLOCK OUT FOR FLOOR SINK. 3" CLEAR ALL INTO BASE CABINET SIDES OF SINK. FINISH W/ TILE BASE. PLAN SECTION 2'-10" c 1" 2'-8" OPENING Z a 2-8, PAN WIDTH DRAIN PAN DETAIL 1/2 If = 1 1-011 4„ STANDARD S.S. PANEL MODULAR CUSTOM CENTER S.S. PANEL STANDARD S.S. PANEL MODULAR 5'-4" LENGTH VARY BY EQ. SIZE' 5'-4" 2' 4' —1 " U >� k> _,0 ..::::. I .... 'Q 04 ' I 1 CL 1 ti -..................... M N ; N - I O FRONT CO BACK E SECTION VIEW TOP VIEW 14'-9" 5'-4" 10 4'-1" 5'-4" 1 1/2- 4'-3" g" 1 1/2" ® ®� M S.S. 2" DIA, TUBE. COREDRILL 4" INT BOTTOM VIEW FINISH FLOOR. TYP. REF DETAIL: 3/A-3.1 3" DIA. FLANGE CONDUIT BOLT TO F.F. REF: A-1,0 FOR STUB OUT DIMENSIONS �— S.S. 2" DIA. TUBE. COREDRILL 4" INTO ....... 3" DIA. FLANGE CONDUIT BOLT TO F.F. FINISH FLOOR. TYP. REF: 3/A-3.1 REF': A-1.0 FOR STUB OUT DIMENSIONS FRONT ELEVATION J -BOX PROVIDE BY ELECTRICIAN. RIGID CONDUIT, 12" ABOVE MIN. 12" A.F.F. FLOOR. PRE-DRILLTHRU HOLES FOR EMT. TYP. JOIN PANELS W/ S.S BOLTS & NUTS. a- 0 I N ro ap FINISH FLOOR BACK ELEVATION ELEC. STUB OUT WI 3" FLANGE CONDUIT BOLT TO F.F. APPLY SILICON BETWEEN SS. FLANGE AND TILE BEFORE BOLT DOWN COLUMN BELOW CORE DRILLED TABLE NOTE: G.C. TO COODINATE WITH PANDA FOR CORE DRILL LOCATION CORE DRILLED TABLE SECTION ANITE 3LE TOP 6 COLUMN, ST IRON SE RE DRILL 4"' 7/A-3.1 PROVIDED BY PANDA BEVERAGE COUNTER DETAIL (F2) 4 STAINLESS STEEL OUTLET PANEL 2 STANDARD TABLE DETAIL (T1 -T4) 1 INSTALLED BY G.C. SCALE: AS NOTED SCALE: NTSSCALE:1 1 /2"=1 '-0" PROVIDED BY PANDA INSTALLED BY G.C. COL BE ISA 24 X 32 TABLE rINEV-I9m ISA 36" ROUND TABLE -r —v MATERIAL SPECIFICATIONS WxDxH(DUxH) 2'-6p, s o 15 1/2" x 18 112" CASEWORK CONTRACTOR TO PROVIDE THE FOLLOWING: A. FORMICA 5165-15 QULITED BRASS LAMINATE SEATING 1. WHITE MELAMINE FINISH FOR ALL EXPOSED PARTITIONS, SHELVES & PANELS FOR B. SOLID SURFACE COUNTER TOP GRANITE: TBD 30" SEAT HT COLOR: BLACK SEE DRAWINGS NIA INTERIOR do / ITEM N/A OF SERVICE COUNTER C. REVEALS: TBD 2. BRUSH CHROME WIRE PULLS & PIANO HINGES FOR MANAGER STATION D. BASE: T-93 C-1 CHAIR EUROPEAN HINGES FOR DRINK COUNTER (NO PULLS) LOCK FOR ALL CABINET DOORS AS SHOWN C-2 STOOL 3. WHITE PLASTIC VENT ON DOORS FOR MANAGER CABINET AS SHOWN, APPROX. SIZE: 4"X10" C-3 SETEE 4. OPENINGS THRU DRINK COUNTER TOP FOR PIPES AND DRAIN PAN PER OWNER PROVIDED DRAWINGS AND MANUFACTURER'S CUT SHEET C-4 EXTERIOR CHAIRS 5. OPENINGS THRU REAR COUNTER PARTITION FOR ELECTRICAL, DATA CUNDUIT. (SEE SECTION FOR DETAIL) \\ \\ // // \\ 1%. // // 00, IN, / \ / OFRONT ELEVATION 1/2 If=11-011 3'-6" B SIDE O ELEVATION /2 -1- 0 1 CONDENSATE DRAIN FROM DRINK STATION CONDENSATE DRAIN FROM ICE MAKER CERAMIC TILE W/ 3/8" RADIUS COVE BASE ................ ........... FLOOR SINK SECTION D STUB PVC FOR 1-1/2 If= 1 ii-Oiiii BAG IN LINES FROM BLOCK OUT FOR FLOOR SINK. 3" CLEAR ALL INTO BASE CABINET SIDES OF SINK. FINISH W/ TILE BASE. PLAN SECTION 2'-10" c 1" 2'-8" OPENING Z a 2-8, PAN WIDTH DRAIN PAN DETAIL 1/2 If = 1 1-011 4„ STANDARD S.S. PANEL MODULAR CUSTOM CENTER S.S. PANEL STANDARD S.S. PANEL MODULAR 5'-4" LENGTH VARY BY EQ. SIZE' 5'-4" 2' 4' —1 " U >� k> _,0 ..::::. I .... 'Q 04 ' I 1 CL 1 ti -..................... M N ; N - I O FRONT CO BACK E SECTION VIEW TOP VIEW 14'-9" 5'-4" 10 4'-1" 5'-4" 1 1/2- 4'-3" g" 1 1/2" ® ®� M S.S. 2" DIA, TUBE. COREDRILL 4" INT BOTTOM VIEW FINISH FLOOR. TYP. REF DETAIL: 3/A-3.1 3" DIA. FLANGE CONDUIT BOLT TO F.F. REF: A-1,0 FOR STUB OUT DIMENSIONS �— S.S. 2" DIA. TUBE. COREDRILL 4" INTO ....... 3" DIA. FLANGE CONDUIT BOLT TO F.F. FINISH FLOOR. TYP. REF: 3/A-3.1 REF': A-1.0 FOR STUB OUT DIMENSIONS FRONT ELEVATION J -BOX PROVIDE BY ELECTRICIAN. RIGID CONDUIT, 12" ABOVE MIN. 12" A.F.F. FLOOR. PRE-DRILLTHRU HOLES FOR EMT. TYP. JOIN PANELS W/ S.S BOLTS & NUTS. a- 0 I N ro ap FINISH FLOOR BACK ELEVATION ELEC. STUB OUT WI 3" FLANGE CONDUIT BOLT TO F.F. APPLY SILICON BETWEEN SS. FLANGE AND TILE BEFORE BOLT DOWN COLUMN BELOW CORE DRILLED TABLE NOTE: G.C. TO COODINATE WITH PANDA FOR CORE DRILL LOCATION CORE DRILLED TABLE SECTION ANITE 3LE TOP 6 COLUMN, ST IRON SE RE DRILL 4"' 7/A-3.1 PROVIDED BY PANDA BEVERAGE COUNTER DETAIL (F2) 4 STAINLESS STEEL OUTLET PANEL 2 STANDARD TABLE DETAIL (T1 -T4) 1 INSTALLED BY G.C. SCALE: AS NOTED SCALE: NTSSCALE:1 1 /2"=1 '-0" PROVIDED BY PANDA INSTALLED BY G.C. COL BE ISA 24 X 32 TABLE rINEV-I9m ISA 36" ROUND TABLE -r —v MATERIAL SPECIFICATIONS WxDxH(DUxH) 2'-6p, s o 15 1/2" x 18 112" CASEWORK CONTRACTOR TO PROVIDE THE FOLLOWING: PROVIDED BY PANDA INSTALLED BY G.C. FURNITURE SCHEDULE NOTES: MATERIAL SPECIFICATIONS WxDxH(DUxH) WOOD AND FINISH MATERIALS 15 1/2" x 18 112" CASEWORK CONTRACTOR TO PROVIDE THE FOLLOWING: A. FORMICA 5165-15 QULITED BRASS LAMINATE SEATING 1. WHITE MELAMINE FINISH FOR ALL EXPOSED PARTITIONS, SHELVES & PANELS FOR B. SOLID SURFACE COUNTER TOP GRANITE: TBD 30" SEAT HT COLOR: BLACK SEE DRAWINGS NIA INTERIOR N0. ITEM N/A OF SERVICE COUNTER C. REVEALS: TBD 2. BRUSH CHROME WIRE PULLS & PIANO HINGES FOR MANAGER STATION D. BASE: T-93 C-1 CHAIR EUROPEAN HINGES FOR DRINK COUNTER (NO PULLS) LOCK FOR ALL CABINET DOORS AS SHOWN C-2 STOOL 3. WHITE PLASTIC VENT ON DOORS FOR MANAGER CABINET AS SHOWN, APPROX. SIZE: 4"X10" C-3 SETEE 4. OPENINGS THRU DRINK COUNTER TOP FOR PIPES AND DRAIN PAN PER OWNER PROVIDED DRAWINGS AND MANUFACTURER'S CUT SHEET C-4 EXTERIOR CHAIRS 5. OPENINGS THRU REAR COUNTER PARTITION FOR ELECTRICAL, DATA CUNDUIT. (SEE SECTION FOR DETAIL) MODEL #/MANUFACTURER C1 -M / CUSTOM C2 -M / CUSTOM C3 -M / CUSTOM C4 -M /CUSTOM BY RICHFIELDS 011111:3 DIMENSIONS WxDxH(DUxH) WOOD AND FINISH MATERIALS 15 1/2" x 18 112" MAPLE W/RED STAIN (BACK) VINYL: RED 18" SEAT HT COLOR: BLACK 151/2" x 18 112" MAPLE W/RED STAIN (BACK) VINYL: RED 30" SEAT HT COLOR: BLACK SEE DRAWINGS NIA BACK VINIYL: CRYPTON, COLOR: MAYER FABRICS ROUND n ROUND "LACQUER" SEAT VINYL: RED 15 1/2" x 18 1/2" N/A SIRTAKI CHAIR - COLOR ANTHRACITE 18" SEAT HT NO. ITEM MANUF. TOP DIMS TOP MATERIAL COLUMN SPIDER BASE (FINISH: BLACK WRINKLE) LXWXH T1 21" X 24" TABLE CUSTOM 2'1" x 24" x 30" 3/4" MADURA GOLD GRANITE ON MAPLE 3" DIA. BLACK CORE DRILL 3-1/2" INTO CONCRETE WOOD SUB TOP CAST IRON T2 24" X 27" HIGH TABLE CUSTOM 24" x 27" x42" 3/4" MADURA GOLD GRANITE ON MAPLE 3" DIA. BLACK CORE DRILL 3-1/2" INTO CONCRETE WOOD SUB TOP CAST IRON T3 COUNTER TABLE CUSTOM 18" WIDE X? 3/4" MADURA GOLD GRANITE ON MAPLE 3" DIA. BLACK CORE DRILL 3-1/2" INTO CONCRETE (SEE DRAWINGS) WOOD SUB TOP CAST IRON T4 48" X 24" TABLE CUSTOM 413" x 24" x 30" 314" MADURA GOLD GRANITE ON MAPLE 3" DIA. BLACK CORE DRILL 3-112" INTO CONCRETE WOOD SUB TOP CAST IRON (2) SE DWGS FOR BOOTH & SETEE MODU ES T5 36" DIA. HIGH TABLE CUSTOM 36" DIA. X 42" H 3/4" MADURA GOLD GRANITE ON MAPLE 3" DIA. BLACK CORE DRILL 3-1/2" INTO CONCRETE WOOD SUB TOP CAST IRON 32" X 24" BLACK METAL TOP W/UMBRELLA HOLE AND T6 ACCESSIBLE TABLE CUSTOM SEE DRAWING BLACK METAL BASE NIA N/A PER MANUF. T7 48" X 24" CUSTOM SEE DRAWING BLACK METAL TOP W/UMBRELLA HOLE AND N/A N/A PER MANUF. f ACCESSIBLE TABLE BLACK METAL BASE i —PLAIN BACK STYLE VINYL UPHOLSTERED T8 24" X 27" EXTERIOR TABLE CUSTOM 24" x 27" x 30" METAL PATTED BOLT DOWN BOLTAFLEX #364020 color: AUTUMN � T9 36" ROUND TABLE CUSTOM 36" ROUND METAL PAITED BOLT DOWN 36" ROUND VINYL UPHOLSTERED T10 ACCESSIBLE TABLE CUSTOM 36" ROUND METAL PAITED BOLT DOWN BOLTAFLEX #364028 _ color: MALT T11 24" X 36" ACCESSIBLE TABLE CUSTOM 24" x 36" x 30" METAL PAITED BOLT DOWN f j� BLACK VINYL BASE ON 3/4" PLYWOOD GENERAL NO. ITEM MODEL # / MANUFACTURER DIMENSIONS MATERIALS F1 SERVICE COUNTER CUSTOM SEE DRAWINGS TOP: GRANITE SLAB, MADURA GOLD "GR -90" AND TILED COVE BASE "T-61 B" 6" x 12 FACE: TILE, RED SHIELD F2 BEVERAGE COUNTER CUSTOM SEE DETAILS THIS SHEET TOP: GRANITE SLAB, MADURA GOLD "GR-90" CABINET: PIONITE, CARAMEL CREPE, AT111, SUEDE, WIT -616 COVED BASE IDARD BOOTHE/SETEE - ELEVATIONS (C3) FIBERGLASS TO MATCH FORMICA #7202-58 "BRICK" SCALE: 1 1-0 F3 TRASH RECEPTACLE CUSTOM 21 1/2" x 21 1/2" x 39" (H) WITH S.S. TRAY RAILS P EXA O V 4 0 • U) � ~ 4 C NEs� HI PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH •TMAVIIL U00 PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: P///////, hckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MIN IESOTA. PRINT NAME: HENR`GKLOVER / SIGNATURE: DATE: 11'AA601115111AILLILISE # 21613 PANDA EXPRESS EAGAN PROMENADE co 1270 PROMENADE PLACE (V SUITE 150 EAGAN, MN 55121 Q r UJ F�l W ■ n/ FURNITURE DETAILS i 31 �m ..,...-�R. _.....� ,-XT.' XT. RF_.S F?Aiit. :.JNNECTiOr SCHEDULE I rLit- ) STT HOT W:'.T'-R WASTE VENT 2" 1-1/2- TiHEN ':YORK SINI, 3/4 ' 1/4" 2" 2" TR"!v, l DRAIN 3" 2" FjOOR ?PAIN -- I SEE PLAN SEE PLAN j PIF"_ SIZES. PIPE MATERIAL SCHEDULE ** SERVICE UNDERGROUND ABOVE GROUND EAGAN P iVILENA."_7 - HARD DRAWN COPPER TUBE - HARD DRAWN COPPER TUBE COLD & HOT WATER TYPE "K" TUBE "L" SUITE 11_5�) - ABS* - PVC* SANITARY WASTE - PVC* - "NO -HUB" CAST IRON DESCRIPTION - "HUB AND SPIGOT" SANITARY DRAIN ABOVEGROUND N" -1L 1 H -i' %'.-'Ih'T�7ciVT: COMPLY WITH LOCAL HEAL TH DEPARTMENT CAST IRON ;iNl% f, l?EGt rL a TIONS, li. - ABS* - PVC* SANITARY VENT - PVC* - GALV. STEEL, SCHEDULE 40/ kO WC - "HUB AND SPIGOT" - "NO -HUB" CAST IRON F1)(TURF.:' >'D EQU.) MEV7. TRAPS, STRAINERS, GAUGES, GAS CAST IRON ANC WA ` ,' 'fcE SSURE REGULATORS, FLEXIBLE CONNECTIONS, GAS S; -,9P ✓AL VES, UNIONS, Z'TC. PROVIDE AND CONNECT PL UMBING - BLACK STEEL, SCHEDULE 40 t" r,"r' FPOP ROUGH --INS TO ITEMS AS SHOWN, SPECIFIED AND -AV— — - HARD DRAWN COPPER TUBE INDIRECT DRAIN CAT qV VSTING PIPING, POINT OF CONNECTION TYPE "M" SHOWN O" 17RAW %,S 4 SEEN L OCA TED FROM INFORMA TION — WAGD — WASTE ANESTHESIA GAS DISPOSAL ---�-- BALL VALVE 11 S OTHERS. VERIFY EXACT LOCA TIONS ON JOB SI TE * ABS AND/OR PVC SHALL BE USED IF APPROVED BY LOCAL CODES AND LOCAL AUTHORITY HAVING JURISDICTION. IF NOT PERMITTED THEN CAST IRON SHALL BE USED AS SCHEDULED. ABS AND PVC PIPING SHALL NOT BE PERMITTED IN RETURN AIR PLENUM APPLICATIONS. ** SEE PLUMBING SPECIFICATIONS FOR MORE INFORMATION. PIPE MATERIAL AND FIXTURE CONNECTION SCHEDULE O i II =AL PL�.�MBING NOTES ` SCALE: 1/4"=1 , -0" AIVDI_ G ;::. 'fi r_ i' .' , ..^ DLORC ".S TENANT CRI TERIA WI TH REGARD SYMB=L-S TO FI A T',i?[-.S AND SPECIAL REQUIREMENTS, ETC. EAGAN P iVILENA."_7 VEtr!F'' ""''`=.N ANC -40W FORK MA Y BE PERFORMED IN OTHER SPACED r t •z: "F Frt f"UI'TI D. P F000 > -"!Cc :)01FNE1V : =?EFER TO OTHER PORTIONS OF SUITE 11_5�) AND . ;'IF.I.-A r1U'NS FOR FURTHER INFORMATION ABOUT DESCRIPTION rG.z?D SE'VTC. ITEMS P-RNz SHED AND WORK PERFORMED BY DESCRIPTION 07HERS, IIEFIFY ROU6;-7- IN REQUIREMENTS WITH EQUIPMENT DESCRIPTION FUPNT 356 G', SANITARY DRAIN ABOVEGROUND N" -1L 1 H -i' %'.-'Ih'T�7ciVT: COMPLY WITH LOCAL HEAL TH DEPARTMENT CLEAN OUT ;iNl% f, l?EGt rL a TIONS, li. WORKMANSHIP SHALL z L `IIR.ST CLASS, ACCEPTABLE TO THE SANITARY DRAIN BELOWGROUND ONNER, TEAV4VT ANO LANDLORD. r . MAAE (-,OMP1_:'_TF. PROVIDE ITEMS AND WORK AS REQUIRED TO kO WC C l)MPLL ;'E.. 77;L" DvSTALLA T1 CIN OF PLUMBING SYSTEMS TO — VENT LINE N.I.T.C. NOT IN THIS CONTRACT F1)(TURF.:' >'D EQU.) MEV7. TRAPS, STRAINERS, GAUGES, GAS ACID WASTE ANC WA ` ,' 'fcE SSURE REGULATORS, FLEXIBLE CONNECTIONS, VENT THROUGH ROOF S; -,9P ✓AL VES, UNIONS, Z'TC. PROVIDE AND CONNECT PL UMBING I �[ UR t" r,"r' FPOP ROUGH --INS TO ITEMS AS SHOWN, SPECIFIED AND -AV— — RL,1U1 REL'. CAT qV VSTING PIPING, POINT OF CONNECTION LAV SHOWN O" 17RAW %,S 4 SEEN L OCA TED FROM INFORMA TION — WAGD — WASTE ANESTHESIA GAS DISPOSAL ---�-- BALL VALVE 11 S OTHERS. VERIFY EXACT LOCA TIONS ON JOB SI TE STORM DRAIN ABOVEGROUND aEr RE ,KTINC WORK. GLOBE VALVE D +CKFLOW PREVENTIGN.• PROVIDE BACKFLOW PREVENTERS (BFP) ® r -;4 - Zf;' t YvES ONLY IF REQUIRED BY LOCAL AUTHORITIES. KITCHEN SINK OF TYPE (VACUUM BREAKER, DOUBLE CHECK, STORM DRAIN BELOWGROUND AND MANUFACTURER APPROVED BY LOCAL CHECK VALVE ONLY IN LOCATIONS REQUIRED. SS PROVIDE TRAP PRIMERS. USE PRECISION -- DS— f- �. JM'"N<J , -A'ODUCTS OR APPROVED EQUIVALENT TRAP PIMER �(WII� !.- "?OVIDE A CONTINUOUS LENGTH OF 1/2" SOFT COPPER PRESSURE REGULATING VALVE (PRV) TSE: FROM PRIMER TO TRAP, SLOPING TO TRAP. PROVIDE SERVICE SINK INSULATION ON PIPE INSTALLED BELOW FLOOR DRINKING WATER SL AE' . USE PRECISION PL UMBING PRODUCTS DISTRIBUTION PRESSURE RELIEF VALVE �'JNI TS <? CONVECT MORE THAN ONE FLOOR DRAIN TO ONE CS PRIML;R. -DW----- DRINKING WATER CIRCULATING STOP AND WASTE VALVE W4 -77P C?NSERVA TION. CONTRACTOR SHALL PROVIDE WATER HOT WATER (HW) FLOW ,J9TTING FEATURES ON FIXTURES IF/AS REQUIRED BY STOP AND WASTE VALVE (IN RISE) TIES. DF CONNECT TO DOMESTIC COLD WATER VALVED STUB ---- PRO, VI/ i'_s'.- R)'_AADL ORD. -- YOT WN T7%, .- FFOVIOE COMMERCIAL TYPE WATER HEATER, DESIGN "ER DRf y'_" JCS. RUN HOT WA TER PIPE, SUSPENDED FROM ELECTRIC WATER COOLER 5-TRUCTNRE ABOVE CEILING AND DOWN IN PARTITIONS TO SERVE -180 °----- T FIXTURF AND EQUIPMENT. SAN.' TART'° CONNECT TO SANT TARP WASTE L INE PROVIDED BY SH ANDLORD BELOW FLOOR, M BRANCHES- PROVIDE HOT AND/OR COLD WA TER PIPES DOWN IN —T----- TEMPERED WATER CIRCULATING —E3SE3 COLD WEATHER VALVE (SPRINKLER) PARTITION TO SERVE VARIOUS EQUIPMENT PER "KITCHEN FIRE LINE EQUIPMENT SCHEDULE % tv. S(9[)A CONDU[ r• PROVIDE CONDUIT BELOW FLOOR FROM SODA STORAGE' TO SODA DISPENSER. ? . CONDENSATE PROVIDE 1 114- INSULATED PRIMARY HOSE BIBB CONDENSATE LR AIN PIPES FROM ROOF -TOP UNIT TO THE FIRE HOSE CABINET IJEARES T ROOF DRAIN 15' AWAY FROM ANY FRESH AIR INTAKES G OR OPERABLE WINDOWS. MAINTAIN .MINIMUM 2" AIR GAP. P C' .1T AND PA TCH EXISTING WALL, PARTI TION, OR SLAB AS F-1 REQUIRED TO INSTALL NEW PLUMBING PIPING. A 6ASERVICE • CONNECT TO NA TURAL GAS L INE PROVIDED BY 0 MH .F. LANDLORD. COORDINATE ALL UTILITY REQUIREMENTS WITH GAS D— u T.l L I TY COMPANY. ROUTE PIPE AS REQUIRED, SUSPENDED FROM v STRUCTURE ABOVE. USE ALL WELDED PIPE, FITTINGS, AND =SW JOINTS IN CEILING SPACE AND IN WALL. R. INDIRECT DRAIN.- AN AIR GAP TWICE THE SIZE OF THE DRAIN Ox— OXYGEN LINE +m VALVE IN RISE L INE MUST BE PROVIDED BETWEEN THE DRAIN L INE AND THE PNEUMATIC TUBE SAN! TAR)' SEWER. S. LIQUID WASTE FROM ALL EQUIPMENT MUST BE DISCHARGED TO THE SANI TARY SEWER, T. FLOOR DRAIN MUST BE PLACED ADJACENT TO EQUIPMENT WHICH DISCHARC- CWASTE. FLOOR DRAIN INSTALLATION MUST NOT I.A/TERFT- �i WITH PROPER FLOOR MAINTENANCE. U EXPOSED UT [L I TY L INES ON , 1OOR.S ARE PROHIBI TED. UTIL I TY DRAIN AND MARK LINES MUST NOT BE UNNECESSARILY EXPOSED ON WALLS. i ALL WA 7TW AND GAS CONNECTIONS TO CHINESE RANGES, POT HOT SOFT WATER CIRCULATING SINk, , VECEFABLE SINK, AND WA TER HEA TER TO SE HARD i L'IPED. NG' FLEX PIPE. I W ALL PIPE 6" A. F. F, NO FLOOR SUPPORTS ALLOWED. i II =AL PL�.�MBING NOTES ` SCALE: 1/4"=1 , -0" PLUMBING SYMBOL LEGEND O 1. CONNECT NEW DOMESTIC COLD WA TER L INE TO EXISTING DOMESTIC COLD WATER LINE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER LINE, 2. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WITHIN THE BUILDING. J. GAS MANIFOLD SHALL BE INSTALLED IN THE CEILING SPACE. SEE COOKING APPLIANCE GAS PIPE DETAIL ON SHEET P-4. 0 FOR MORE INFORMA TION. 4. EQUIPMENT SUPPLIER FOR KITCHEN HOODS SHALL FURNISH UL L IS TED EMERGENCY GAS SHUT-OFF VA VE ASSEMBL Y WI TH MECHANICAL CABLE OPERATED SHUTOFF VALVE INSTALLED BY PLUMBING CONTRACTOR IN ACCORDANCE WITH NFPA 96. IF REQUIRED TO BE INSTALLED BELOW CEILING, CONTACT CONSTRUCTION MANAGER. 5. PROVIDE 2 " GAS UP TO ROOF. SEE SHEET M-1. 1 FOR CONTINUA TION. 6. CONNECT CHEMICAL SANITIZING SYSTEM WITH INTEGRAL AIR GAP TO FLOOR MOP SINK FAUCET PER MANUFACTURER'S SPECIFICA TIONS. 7. PROVIDE 112" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PRIMER TO FLOOR DRAIN. NO FITTINGS OR SPLICES SHALL BE PERMITTED BELOW GRADE. 8. PROVIDE TRAP PRIMER L OCA TED IN WALL WI TH ACCESS PANEL . MOUNT ONE FOOT ABOVE FINISHED FLOOR PER 20 FEET OF RUN. 9. PIPING TO BE INSTALLED ON THE WARM SIDE OF THE WALL INSULA TION. 10. PIPING TO THE SERVICE COUNTER SHALL BE INSTALLED THRU THE BASE WALL. NO PIPING SHALL TERMINATE THRU THE STAINLESS STEEL END PANELS. 11. CONNECT CHEMICAL SANITIZING SYSTEM WITH INTEGRAL AIR GAP TO THREE -COMPARTMENT SINK FAUCET PER MANUFACTURER'S SPECIFICA TIONS. 12. INSTALL WATER HEATER (EWH-2) BELOW SINK (573) . INSTALL WA TER HEA TER PER MANUFACTURER 'S SPECIFICA TIONS. 13. PROVIDE A WA TER SUB -METER PER LANDLORD 'S SPECIFICA TIONS IF REQUIRED. COORDINA TE REMOTE READ-OUT LOCA TION WI TH LANDLORD. 14. CONNECT 112" HOT WA TER LINE TO DIPPERWELL FAUCET FROM SERVICE COUNTER WATER PIPING. 32 31 3/4„ 1 1/4 " PLUMBING NOTES 2 N SCALE: 1/4"=1'-0" f LEGEND - �EXISTING NEW WORK ® NEW TO EXI5,77NG CONNECTION WATER AND GAS- PLAN SCALE:- --- 1/4"=1'-0" I PANDA RESTAURANTGROUP INC. 1633 Walnut Crone Ave. Rosemead, Caiifc)rnia 91770 Telephone: 626.799.9898 Facsimile, 62.6.3,,1_'2-8288 All ideas, designs, arrangement and plans indicated or represent,d by ;his drovdnt ore til, propmry of Pando Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or discla«r d to any person. finrn, or corporation without h-, written permission of Panda Express Inc. REVISIONS: Al t� PANDA PROJECT #: S4-1"-7-` _282 ARCH PROJECT #: 09044.00:x: AF7i. HI_I"E. T. W W..';f F?r 4i f1 Y (r;a) I. JYJ■ � tact OVERLAND PARK, KS 16210 ph: 91°3 - Ix: 913.649.1275 'M1.1 { t W, I hereby certify hot this plan, spec±ticat"ton, or report was prepared by me. or under my direct supervision and that I am o duly Registered Professional Engineer under the lomr of the State of Minnesota. � I Greg SchnockelC-- Date 10127=2 Rogtotration N2,,_Lj !X PANDA EXPRESS SYMB=L-S EAGAN P iVILENA."_7 00 P L U M B I N G ■ SUITE 11_5�) SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SANITARY DRAIN ABOVEGROUND ---Cp p CLEAN OUT I��WC I� WATER CLOSET (TANK TYPE) SANITARY DRAIN BELOWGROUND G,00 GRADE CLEAN OUT kO WC WATER CLOSET (FLUSH VALVE) — VENT LINE N.I.T.C. NOT IN THIS CONTRACT — AW ACID WASTE VTR VENT THROUGH ROOF I �[ UR URINAL -AV— — ACID VENTS VACUUM BREAKER LAV LAVATORY — WAGD — WASTE ANESTHESIA GAS DISPOSAL ---�-- BALL VALVE S STORM DRAIN ABOVEGROUND GLOBE VALVE ® KS KITCHEN SINK — S= STORM DRAIN BELOWGROUND —{moi— CHECK VALVE SS SERVICE SINK -- DS— COLD WATER (CW) DISTILLED WATER �(WII� p PRESSURE REGULATING VALVE (PRV) 10CSSCLINIC SERVICE SINK DW— DRINKING WATER PRESSURE RELIEF VALVE CS CLASSROOM SINK -DW----- DRINKING WATER CIRCULATING STOP AND WASTE VALVE --- HOT WATER (HW) L STOP AND WASTE VALVE (IN RISE) DF DRINKING FOUNTAIN ---- HOT WATER CIRCULATING (HWC) -- MIXING VALVE EWC ELECTRIC WATER COOLER —180x— HOT WATER 1800 GAS COCK -180 °----- T HOT WATER CIRCULATING 180 a TEMPERED WATER FIRE ALARM VALVE (SPRINKLER) SH SHOWER HEAD BT BATH TUB —T----- TEMPERED WATER CIRCULATING —E3SE3 COLD WEATHER VALVE (SPRINKLER) F FIRE LINE T WATER MOTOR ALARM (SPRINKLER) —SM SPRINKLER MAIN BRANCH fF\ HB HOSE BIBB FHC FIRE HOSE CABINET SPRINKLER BRANCH HEADS H WH WALL HYDRANT G GAS LINE _q FH FIRE HYDRANT F-1 SPECIAL FIXTURE NUMBER A COMPRESSED AIR LINE 0 MH MANHOLE D— COLUMN NUMBER v VACUUM LINE =SW STREET WASHER n PLUMBING RISER NUMBER Ox— OXYGEN LINE +m VALVE IN RISE —PN— PNEUMATIC TUBE —o— EXPANSION JOINT -CS--- COLD SOFT WATER -HS---- HOT SOFT WATER ®D-1 DRAIN AND MARK -HS----- HOT SOFT WATER CIRCULATING ORD ROOF DRAIN —ply UNION ODS DOWN SPOUT +— STRAINER V,C,P, VITRIFIED CLAY PIPE --�— AUTOMATIC BALANCING VALVE C.I. CAST IRON �-C RUNNING TRAP I.E. INVERT ELEVATION PLUMBING SYMBOL LEGEND O 1. CONNECT NEW DOMESTIC COLD WA TER L INE TO EXISTING DOMESTIC COLD WATER LINE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER LINE, 2. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WITHIN THE BUILDING. J. GAS MANIFOLD SHALL BE INSTALLED IN THE CEILING SPACE. SEE COOKING APPLIANCE GAS PIPE DETAIL ON SHEET P-4. 0 FOR MORE INFORMA TION. 4. EQUIPMENT SUPPLIER FOR KITCHEN HOODS SHALL FURNISH UL L IS TED EMERGENCY GAS SHUT-OFF VA VE ASSEMBL Y WI TH MECHANICAL CABLE OPERATED SHUTOFF VALVE INSTALLED BY PLUMBING CONTRACTOR IN ACCORDANCE WITH NFPA 96. IF REQUIRED TO BE INSTALLED BELOW CEILING, CONTACT CONSTRUCTION MANAGER. 5. PROVIDE 2 " GAS UP TO ROOF. SEE SHEET M-1. 1 FOR CONTINUA TION. 6. CONNECT CHEMICAL SANITIZING SYSTEM WITH INTEGRAL AIR GAP TO FLOOR MOP SINK FAUCET PER MANUFACTURER'S SPECIFICA TIONS. 7. PROVIDE 112" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PRIMER TO FLOOR DRAIN. NO FITTINGS OR SPLICES SHALL BE PERMITTED BELOW GRADE. 8. PROVIDE TRAP PRIMER L OCA TED IN WALL WI TH ACCESS PANEL . MOUNT ONE FOOT ABOVE FINISHED FLOOR PER 20 FEET OF RUN. 9. PIPING TO BE INSTALLED ON THE WARM SIDE OF THE WALL INSULA TION. 10. PIPING TO THE SERVICE COUNTER SHALL BE INSTALLED THRU THE BASE WALL. NO PIPING SHALL TERMINATE THRU THE STAINLESS STEEL END PANELS. 11. CONNECT CHEMICAL SANITIZING SYSTEM WITH INTEGRAL AIR GAP TO THREE -COMPARTMENT SINK FAUCET PER MANUFACTURER'S SPECIFICA TIONS. 12. INSTALL WATER HEATER (EWH-2) BELOW SINK (573) . INSTALL WA TER HEA TER PER MANUFACTURER 'S SPECIFICA TIONS. 13. PROVIDE A WA TER SUB -METER PER LANDLORD 'S SPECIFICA TIONS IF REQUIRED. COORDINA TE REMOTE READ-OUT LOCA TION WI TH LANDLORD. 14. CONNECT 112" HOT WA TER LINE TO DIPPERWELL FAUCET FROM SERVICE COUNTER WATER PIPING. 32 31 3/4„ 1 1/4 " PLUMBING NOTES 2 N SCALE: 1/4"=1'-0" f LEGEND - �EXISTING NEW WORK ® NEW TO EXI5,77NG CONNECTION WATER AND GAS- PLAN SCALE:- --- 1/4"=1'-0" I PANDA RESTAURANTGROUP INC. 1633 Walnut Crone Ave. Rosemead, Caiifc)rnia 91770 Telephone: 626.799.9898 Facsimile, 62.6.3,,1_'2-8288 All ideas, designs, arrangement and plans indicated or represent,d by ;his drovdnt ore til, propmry of Pando Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or discla«r d to any person. finrn, or corporation without h-, written permission of Panda Express Inc. REVISIONS: Al t� PANDA PROJECT #: S4-1"-7-` _282 ARCH PROJECT #: 09044.00:x: AF7i. HI_I"E. T. W W..';f F?r 4i f1 Y (r;a) I. JYJ■ � tact OVERLAND PARK, KS 16210 ph: 91°3 - Ix: 913.649.1275 'M1.1 { t W, I hereby certify hot this plan, spec±ticat"ton, or report was prepared by me. or under my direct supervision and that I am o duly Registered Professional Engineer under the lomr of the State of Minnesota. � I Greg SchnockelC-- Date 10127=2 Rogtotration N2,,_Lj !X PANDA EXPRESS EAGAN P iVILENA."_7 00 w _ 127th P [�v#AENA_DtE osi..ACEEF ■ SUITE 11_5�) � E i` tw 0 0 PLUMBING FFA L" _.R ,- °..... WA ' £ R AND GAS ��� 4 N1/1 / s 1 I-I'F:',A5 IN THIS SCj1,EC�JL,`- OR THEIR APPROV'_D c.Qt.+VA(..ENT ARE FURNISHED AND 'NSTAU.F:;) BY THL:. PLUMBING CONTRACTOR. NIR 'Al #NISB- 2424 24•'X24' MOL -DED STONE UNIT WITH 0" L!IGi! SIDES, S1:AtI L'.�SS STEEL DRAW BODY INTERNALLY C. -s•.:: ;HICA.GC .. "-•' )CE -7 `v! I H INTEGRAL STOPS IN SHANKS, ✓«'`' AC-; "-,.. TNRE.AD 'Tail. HOOK, VACUUM BREAKER; ROUGH rii ;N(`';i `'iREF `001 `-?BER HOSE; 2" TRAPPED AND VENTED �tl� I•".RO`,-iOE. ' 4" 1-4W & CW RI 8" OC, 36" A.F.F. GWH— 5 '"—Ma?, • J.` (PM, 235,000 BTUH INPUT_ 51 WATER PRESSURE. ELEC., INPUT 120V, 0.94A. P—R, MAINUF,^CTLRER'S REQUIREMENTS. EWH -1 �, I 1 EDF N-52 OR APPROVED "rJ AV---1rH--60HZ, 4,500 W INPUT. F ,� S GLASS LINED WATER HEATER 1rlr"t':";I;PN MF -71N> ASHRAE 9OA-1990 STANDARD FOR ter: CERT r- .r MTH ANODE., TEMPERATURE CONTROLS, DRA!Ni VA..`'�-, 'N' AI.L_hl:, PETREQUIREMENTS. WATT=R -IE FF:: "EEMA:X" MOnFL: SP3208, 3.0 KW, 208 V, 1 PH. "ATE'? SHALL BE `.;ANABLE OF 417 RISE AT 0.5 GPM FLOW. ;I :)WE k:; MODEL, LIM490, 1/2" CONNECTIONS, INTEGRAL CHECKS COLD SUP':'ly 0.5 GPM MINIMUM FLOW, SET TEMPERATURE AT OR AS RE01 YI D Ry LOCAL AUTHORITIES HAVING JURISDICTION. i 1 WATL ++ .' ARRESTER J R. -SMITH #5020, 1" NIPPLE OR EQUAL ,,. T! ': "!RN #­-a86-RFS, 6' WIDE X 80" LONG, TRENCH DRAIN SYSTEM. SHALL BE MADE OF HIGH DENSITY POLYETHYLENE BOTTOM AND REINFORCED STAINLESS .Nay:.. ,tirATROL mODEL ST -5, 0.9 GALLON MINIMUM ACCEPTANCE CAPACITY, ° PPESSURE, :�=RV!NG DOMESTIC HOT WATER. CONTRACTOR SHALL OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE eY{k re t F :. ;a101i PIRODUCTS #PR -500 "PRIME RITE", CORROSION RESISTANT SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM i_ VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. PROVIDE WTH #DU -2 FOR TWO, #DU -3 FOR THREE, OR #DU -4 FOR FOUR AW - I.. C._C;'° ii,Jl 7.URN #ZB-1441 CLEANOUT TEE AND POLISHED BRONZE COVER WITH ROUND RAISED -HEAD BRASS PLUG ABD GASKET SEAL. FCO: FLOOR CLEANOUT: ZURN #ZN-1400 CAST IRON BODY, FLASHING AND FLANGE WITH CLAMPING COLLAR, ROUND TAPERED BRASS PLUG, AND ADJUSTABLE ROUND, SECURED, NICKEL BRONZE TOP. VENT UP TO 4" VENT THRU ROOF. VERIFY VENT ;'.TON 15 LOCATED A MINIM,)M OF 10'—D" FROM ANY 5 41r' INTAKE. W SA' TARP SEWER TO EXISTING SANITARY SEWER GREATER SIZE. VERIFY EXACT LOCATION, SIZE FV4 TION OF EXISTING SANITARY TARY SEWER PRIOR .;STn i%?.ION. FIELD AD✓UST NEW INTERIOR SANITARY i ED TO CONNECT TO EXISTING SANITARY SEWER NG PROPER PIPE SLOPE. :SA WASTE PIPING TO EXISTING GREASE F�'UAL OR GREA TER SIZE. VERIFY EXACT 4/VC !/V' ELEVATION OF EXISTING GREASE Of? TO CONSTRUCTION. FIELD ADJUST NEW AA C7E PTPIPVU ROUT a -PJC AS NEEDED TO GREA �E WASTE" DIPING WHILE OR7. Jri= INTERIOR SANITARY �1_ 4?1 7AlT ACTOR SHALL CONNECT 4 " 7-0 ,1 TE .,: ,Vj rA.RY. Awn ^" .�?UTNA rE W r,rH ALL SITE ✓h:... - �j :.:'a REC.9k F- GOR FROM %Ef± =NSEF 4/,'r SEAL ALL �IN7: P THIti'G?,'c ti` %_OOR SLAB 4 7yyr- i 0113P 'UB—UPS. P-4. 0. KITCHEN EQUIPMENT SCHEDULE XX ITEMS IN THIS SCHEDULE ARE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR AND CONNECTED TO THE PLUMBING UTILITIES BY THE PLUMBING CONTRACTOR, WHO SHALL INSTALL ALL PLUMBING DEVICES FURNISHED WITH EQUIPMENT. AFF = ABOVE FINISHED FLOOR, OC = ON CENTER, HW = HOT WATER, CW = COLD WATER, BV = BALL VALVE (FULL PORT), IW = INDIRECT WASTE, FS = FLOOR SINK, CFD = CONDENSATE FLOOR DRAIN, VB = VACUUM BREAKER. FLEX = A SIX FOOT COILED LENGTH OF FOOD QUALITY FLEXIBLE REINFORCED PLASTIC TUBING CONNECTED FROM THE RI TO THE EQUIPMENT WITH ALL REQUIRED ADAPTERS AND HOSE CLAMPS. ALL PIPES MUST MAINTAIN A MINIMUM CLEARANCE OF 6" AFF AND MUST BE WELL SUPPORTED. EQ. NO. 1 FRONT COUNTER: PROVIDE 1/2" HW AT 20" AFF WITH BV. CONNECT TO OWNER SUPPLIED DECK MOUNTED FAUCET WITH METAL FLEX PIPING. EQ. NO. 3P, 3Q, 3R FOOD WARMER: INSTALL UNITS WITH DRAINS CLOSEST TO KITCHEN, NOT CUSTOMER. PROVIDE UNION CONNECTION BETWEEN EACH SECTION OF 3/4" COPPER PIPE IW HEADER PROVIDED WITH UNITS AND EXTEND 3/4" COPPER PIPE IW THROUGH USER ACCESSIBLE BV TO FS WITH 1" AIR GAP. PROVIDE CONNECTION FROM EACH PAN DRAIN TO HEADER. PROVIDE CLEAN OUT IN END. EQ. NO. 4AB BEVERAGE COUNTER MOUNTED SODA MACHINE WITH ICE MACHINE: PROVIDE 3/4" COPPER PIPE IW FROM COUNTER TROUGH DRAIN TO FS WITH 1" AIR GAP, INSULATE. PROVIDE 1/2" CW AT 24" AFF WITH BV. PROVIDE ALL REQUIRED FITTINGS TO ALLOW ICE MACHINE INSTALLER TO HOOK UP ICE MACHINE TO CW. PROVIDE ADDITIONAL 1/2" CW AT 24" AFF WITH BV FOR FUTURE EQUIPMENT. REFER TO BEVERAGE CENTER ELEVATION ON A SHEETS FOR FURTHER INFORMATION. SODA MACHINE INSTALLER TO PROVIDE DRAIN LINES FROM SODA MACHINE TO FS WITH 1" AIR GAP. EQ. NO. 4F WATER FILTER: PROVIDE 1/2" CW AT 96" AFF WITH BV_ PROVIDE FLEX AND REDUCED PRESSURE STAINLESS STEEL BACKFLOW PREVENTOR, OR OTHER DEVICE AS REQUIRED BY LOCAL CODE. INSTALL OWNER PROVIDED WATER FILTER AND MAKE CONNECTIONS TO BACKFLOW PREVENTOR AND WATER SUPPLY. PROVIDE ALL REQUIRED FITTINGS TO ALLOW SODA MACHINE INSTALLER TO HOOK UP CARBONATOR TO WATER FILTER. EQ. NO. 5B COLD PAN: PROVIDE 1/2" COPPER PIPE IW WITH NO VALVE TO FS WITH 1" AIR GAP, INSULATE. EQ. NO. 9D ICE TEA MAKER: PROVIDE 1/2" CW CONNECTION PER MANUFACTURER'S SPECIFICATIONS. EQ. NO. 1 OJ SELF CONTAINED ICE MACHINE AND BIN: PROVIDE 1/2" CW AT 72" AFF WITH BV. PROVIDE PRESSURE TYPE VB AS REQUIRED BY LOCAL CODE AND FLEX. MAKE ALL CONNECTIONS PER DETAIL ON SHEET P- 4.0. PROVIDE 3/4" IW FROM ICE MACHINE CUBER TO FS WITH 1 " AIR GAP. PROVIDE 3/4" IW FROM ICE MACHINE BIN TO FS WITH 1 " AIR GAP. EQ. NO. 1 OK SODA MACHINE MOUNTED ICE MACHINE: SEE EQ. NO. 4AB NOTES. EQ. NO. 20A CHINESE RANGE WITH IMPERIAL TANK -93" LENGTH: PROVIDE 3/4" CW AT 10" AFF WITH BV. PROVIDE PRESSURE TYPE VB OR OTHER BACKFLOW DEVICE AS REQUIRED BY LOCAL CODE, AND CONNECT TO OWNER SUPPLIED FAUCETS_ PROVIDE 1 1/2" COPPER PIPE IW FROM WATER POT TO FS WITH 2" AIR GAP. PROVIDE PROPERLY SIZED (SEE K-1.0) GAS SUPPLY AT 10" AFF WITH EASILY ACCESSIBLE SHUT-OFF VALVE. INSTALL OWNER SUPPLIED GAS REGULATOR AND ADJUST GAS LEVEL TO BURNERS. EQ. NO. 20Q CHINESE RANGE -42" LENGTH: PROVIDE 3/4" CW AT 10" AFF WITH BV. PROVIDE PRESSURE TYPE VB OR OTHER BACKFLOW DEVICE AS REQUIRED BY LOCAL CODE, AND CONNECT TO OWNER SUPPLIED FAUCETS. PROVIDE 3/4" COPPER PIPE IW FROM WATER POT TO FS WITH 2" AIR GAP. PROVIDE PROPERLY SIZED (SEE K-1.0) GAS SUPPLY AT 10" AFF WITH EASILY ACCESSIBLE SHUT-OFF VALVE. INSTALL OWNER SUPPLIED GAS REGULATOR AND ADJUST GAS LEVEL TO BURNERS. EQ. NO. 21 E FRYER: PROVIDE 1" GAS SUPPLY AT 14" AFF WITH SHUT OFF VALVE, ONE FOR EACH UNIT. PROVIDE ALL REQUIRED FITTINGS AND INSTALL OWNER SUPPLIED QUICK DISCONNECT FLEXIBLE PIPE AND CONNECT TO UNITS. SEE DETAIL ON P-4.0. EQ. NO. 25A RICE COOKER: PROVIDE 1/2" GAS SUPPLY AT 30" AFF WITH SHUT OFF VALVE, ONE FOR EACH UNIT. PROVIDE ALL REQUIRED FITTINGS AND INSTALL OWNER SUPPLIED QUICK DISCONNECT FLEXIBLE PIPE AND CONNECT TO UNITS. EQ. NO. 31 WALK-IN COOLER: PROVIDE 1" COPPER PIPE IW FROM DRAIN PAN ON EACH UNIT TO FLOOR DRAIN WITH 'P' TRAP AND 1" AIR GAP. MOUNT ALL PIPES WITHIN WALK-IN BOX WITH 1" HOLD -OFF SUPPORTS. EQ. NO. 32 WALK-IN FREEZER: PROVIDE 1" COPPER PIPE IW FROM DRAIN PAN ON EACH UNIT TO FLOOR DRAIN WITH 'P' TRAP AND 1 " AIR GAP. MOUNT ALL PIPES WITHIN WALK-IN BOX WITH 1 " HOLD -OFF SUPPORTS. EQ. NO. 40A POT SINK: PROVIDE 3/4" CW AND 3/4" HW AT 14" AFF AND 8" OC WITH BVS AND CV. CONNECT TO OWNER SUPPLIED FAUCETS WITH COPPER PIPING. PROVIDE 2" COPPER PIPE IW (MANIFOLD ALL COMPARTMENT DRAINS INTO ONE LINE) DIRECT CONNECTION. INSTALL OWNER SUPPLIED LEVER DRAIN STOPS. SEE DETAIL ON SHEET P-4.0. EQ. NO. 41Ja, 41Jb SINGLE BOWL PREP SINK: PROVIDE 3/4" CW AND 3/4" HW AT 14" AFF AND 8" OC WITH BVS_ CONNECT TO OWNER SUPPLIED FAUCETS WITH COPPER PIPING. PROVIDE 2" COPPER PIPE IW TO FS WITH 2" AIR GAP. INSTALL OWNER SUPPLIED LEVER DRAIN STOPS. SEE DETAIL ON SHEET P-4.0. EQ. NO. 57B HAND SINK, PROVIDE 1/2" CW AND 1/2" HW AT 24" AFF AND 8" OC WITH CHROME -PLATED, WHEEL -HANDLE, ANGLE STOPS. CONNECT TO OWNER SUPPLIED FAUCETS WITH METAL FLEX PIPING. PROVIDE 1 1/2- DRAIN PIPE WITH 'P' TRAP AND WALL MOUNTED CLEAN-OUT. 5. PROVIDE MINIMUM 1 " INSULA TED CONDENSA TE DRA IN PIPING FROM THE EVAPORA TI VE COIL ON THE WALK-IN COOLER/FREEZER. PROVIDE CLEANOUTS AT ALL MAJOR BENDS. SEAL ALL PENS -TRA TIONS THROUGH BOXES WATERTIGHT. DISCHARGE TO FLOOR SINK WITH AIR GAP OF TWICE THE PIPE DIAMETER. REFER TO WALK—N BOX CONDENSA TE DRA IN LE TA IL #4 ON SHEET P-4.0 FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CORROSION RESISTANT PIPING FROM THE SODA DISPENSER FLOOR SINK TO THE NEXT DOWNSTREAM FLUSHING FIXTURE. PLUMBING NOTES 2 N SCALE: 1/4"=1'-0" r 800-581-0%3 www.schtu1" rn WASTE AND VENT PLAN/ SCALE: 1/4"=1'-0'- E a,'N' Rosemead, California `1770 Telephone: 626.799.E 898 Ail ideas, designs. arrangement and pions indicates.: or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific protect. None of these ideas, designs, arrangements or plans may be used b or disclosers to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: 1ST i PERM17 10.28.09 2ND 3RD _.------ --� 6TH I °IRM1TAM-3-A -11 TA I hereby certify that We pan, specfffmtion, or nzwrt was pnmarad by me or under my direct r c' .1m a duly Registered JeF, ,glneer wla A1!&'C'143-M of the State of Minnesota- Date ,1 ,6ZZZZQa9 Ragl trni err ; 514 PANDA EXP ESS EAGAN PROMI 'NAF -DIF 1270 F'RO ENAt")E PL, 1 E SUITE 150 AvA 9MN -551;' WN -ft e k.: e�t� re , TANK V it -.R (, "`;=''' (HAND+'•:APpED): AHL'r,'rW'ALd TANDARD #2377.100 "CAUET ' -' El 6. `-*1A,7'#4086 8,00 FLUSH TANK WITH RIGHT FRIP LEVER. FLOOR 44 .LUN r ' u, -,ITE .TFREnUS "PINA SIPHON JET BOWL. AFF_ 1 .L 1.6 CCF R;.V, ;i 1/4 A.F.F BEMIS #1955SSC OPEN F '' F S COVER:. 7AN�� CnV' < LOCKING DP.„!CE. LOOSE KEY j 1: ;C 1: i .JA!..L HUNG)- AN iAN� } RP #0356.015 CHINA, FaONT 0%/FRFLOW, '-IANGER; CHICAGO FAUCET t} WF• G IF STHAIN!ER DRAIN WITH k r,. AE "!_r, - ! 11'Ar' MTH CLEANOUT AND V ' = -Y AN G I -E STO P At ' _.'.. ^ ; [ IiATF.tt ar t7 (UNDER LAVATORY WITH LJ . �UARi. I# {; i P' 34' A.F.F. TO RIM. LIR- ?: �•. WI:: :• AhiEF�? %,y STA*L)ARU #6541.132 "ALLBROOK” 1.0" .' .. iITREOUS (:;,INA, WALL Mr ::NTED, :SIPHON JET, 1" RIM. WO 'WALL HANGERS; SLOAN i 0 Vt F , F'i 17" A.F.F. TO RIM. 9 f DRi*; 7.�4 5--R CAST IRON DRAIN WITH 5" ROUND NICKEL ,ni-,�,nbRANE: FLASHING CLAMP. PROVIDE 2" OUTLET WITH . AND POL !SI : � TER INSTALLATION. REFER TO DETAIL. .(_K!MER. f i:I.:R?N #21900•-2 `-KC, AST IRON BODY A. Iv. ! .�i' l�� r.NAMEL.FC, INTERIOR, SEEPAGE: PAN, 12" SQUARE TOP �. '.H ! • zi: F .:: '' ENAMEL- LOOSE-SF'T GRATE WITH CENTER HOLE; ALUMINUM AN?: INTLR!OR DOME S'`'RAiNER, OUTLET SIZE AS REQUIRED. Pr_Ffi.&: 10 `}F:;AIL. NIR 'Al #NISB- 2424 24•'X24' MOL -DED STONE UNIT WITH 0" L!IGi! SIDES, S1:AtI L'.�SS STEEL DRAW BODY INTERNALLY C. -s•.:: ;HICA.GC .. "-•' )CE -7 `v! I H INTEGRAL STOPS IN SHANKS, ✓«'`' AC-; "-,.. TNRE.AD 'Tail. HOOK, VACUUM BREAKER; ROUGH rii ;N(`';i `'iREF `001 `-?BER HOSE; 2" TRAPPED AND VENTED �tl� I•".RO`,-iOE. ' 4" 1-4W & CW RI 8" OC, 36" A.F.F. GWH— 5 '"—Ma?, • J.` (PM, 235,000 BTUH INPUT_ 51 WATER PRESSURE. ELEC., INPUT 120V, 0.94A. P—R, MAINUF,^CTLRER'S REQUIREMENTS. EWH -1 �, I 1 EDF N-52 OR APPROVED "rJ AV---1rH--60HZ, 4,500 W INPUT. F ,� S GLASS LINED WATER HEATER 1rlr"t':";I;PN MF -71N> ASHRAE 9OA-1990 STANDARD FOR ter: CERT r- .r MTH ANODE., TEMPERATURE CONTROLS, DRA!Ni VA..`'�-, 'N' AI.L_hl:, PETREQUIREMENTS. WATT=R -IE FF:: "EEMA:X" MOnFL: SP3208, 3.0 KW, 208 V, 1 PH. "ATE'? SHALL BE `.;ANABLE OF 417 RISE AT 0.5 GPM FLOW. ;I :)WE k:; MODEL, LIM490, 1/2" CONNECTIONS, INTEGRAL CHECKS COLD SUP':'ly 0.5 GPM MINIMUM FLOW, SET TEMPERATURE AT OR AS RE01 YI D Ry LOCAL AUTHORITIES HAVING JURISDICTION. i 1 WATL ++ .' ARRESTER J R. -SMITH #5020, 1" NIPPLE OR EQUAL ,,. T! ': "!RN #­-a86-RFS, 6' WIDE X 80" LONG, TRENCH DRAIN SYSTEM. SHALL BE MADE OF HIGH DENSITY POLYETHYLENE BOTTOM AND REINFORCED STAINLESS .Nay:.. ,tirATROL mODEL ST -5, 0.9 GALLON MINIMUM ACCEPTANCE CAPACITY, ° PPESSURE, :�=RV!NG DOMESTIC HOT WATER. CONTRACTOR SHALL OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE eY{k re t F :. ;a101i PIRODUCTS #PR -500 "PRIME RITE", CORROSION RESISTANT SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM i_ VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. PROVIDE WTH #DU -2 FOR TWO, #DU -3 FOR THREE, OR #DU -4 FOR FOUR AW - I.. C._C;'° ii,Jl 7.URN #ZB-1441 CLEANOUT TEE AND POLISHED BRONZE COVER WITH ROUND RAISED -HEAD BRASS PLUG ABD GASKET SEAL. FCO: FLOOR CLEANOUT: ZURN #ZN-1400 CAST IRON BODY, FLASHING AND FLANGE WITH CLAMPING COLLAR, ROUND TAPERED BRASS PLUG, AND ADJUSTABLE ROUND, SECURED, NICKEL BRONZE TOP. VENT UP TO 4" VENT THRU ROOF. VERIFY VENT ;'.TON 15 LOCATED A MINIM,)M OF 10'—D" FROM ANY 5 41r' INTAKE. W SA' TARP SEWER TO EXISTING SANITARY SEWER GREATER SIZE. VERIFY EXACT LOCATION, SIZE FV4 TION OF EXISTING SANITARY TARY SEWER PRIOR .;STn i%?.ION. FIELD AD✓UST NEW INTERIOR SANITARY i ED TO CONNECT TO EXISTING SANITARY SEWER NG PROPER PIPE SLOPE. :SA WASTE PIPING TO EXISTING GREASE F�'UAL OR GREA TER SIZE. VERIFY EXACT 4/VC !/V' ELEVATION OF EXISTING GREASE Of? TO CONSTRUCTION. FIELD ADJUST NEW AA C7E PTPIPVU ROUT a -PJC AS NEEDED TO GREA �E WASTE" DIPING WHILE OR7. Jri= INTERIOR SANITARY �1_ 4?1 7AlT ACTOR SHALL CONNECT 4 " 7-0 ,1 TE .,: ,Vj rA.RY. Awn ^" .�?UTNA rE W r,rH ALL SITE ✓h:... - �j :.:'a REC.9k F- GOR FROM %Ef± =NSEF 4/,'r SEAL ALL �IN7: P THIti'G?,'c ti` %_OOR SLAB 4 7yyr- i 0113P 'UB—UPS. P-4. 0. KITCHEN EQUIPMENT SCHEDULE XX ITEMS IN THIS SCHEDULE ARE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR AND CONNECTED TO THE PLUMBING UTILITIES BY THE PLUMBING CONTRACTOR, WHO SHALL INSTALL ALL PLUMBING DEVICES FURNISHED WITH EQUIPMENT. AFF = ABOVE FINISHED FLOOR, OC = ON CENTER, HW = HOT WATER, CW = COLD WATER, BV = BALL VALVE (FULL PORT), IW = INDIRECT WASTE, FS = FLOOR SINK, CFD = CONDENSATE FLOOR DRAIN, VB = VACUUM BREAKER. FLEX = A SIX FOOT COILED LENGTH OF FOOD QUALITY FLEXIBLE REINFORCED PLASTIC TUBING CONNECTED FROM THE RI TO THE EQUIPMENT WITH ALL REQUIRED ADAPTERS AND HOSE CLAMPS. ALL PIPES MUST MAINTAIN A MINIMUM CLEARANCE OF 6" AFF AND MUST BE WELL SUPPORTED. EQ. NO. 1 FRONT COUNTER: PROVIDE 1/2" HW AT 20" AFF WITH BV. CONNECT TO OWNER SUPPLIED DECK MOUNTED FAUCET WITH METAL FLEX PIPING. EQ. NO. 3P, 3Q, 3R FOOD WARMER: INSTALL UNITS WITH DRAINS CLOSEST TO KITCHEN, NOT CUSTOMER. PROVIDE UNION CONNECTION BETWEEN EACH SECTION OF 3/4" COPPER PIPE IW HEADER PROVIDED WITH UNITS AND EXTEND 3/4" COPPER PIPE IW THROUGH USER ACCESSIBLE BV TO FS WITH 1" AIR GAP. PROVIDE CONNECTION FROM EACH PAN DRAIN TO HEADER. PROVIDE CLEAN OUT IN END. EQ. NO. 4AB BEVERAGE COUNTER MOUNTED SODA MACHINE WITH ICE MACHINE: PROVIDE 3/4" COPPER PIPE IW FROM COUNTER TROUGH DRAIN TO FS WITH 1" AIR GAP, INSULATE. PROVIDE 1/2" CW AT 24" AFF WITH BV. PROVIDE ALL REQUIRED FITTINGS TO ALLOW ICE MACHINE INSTALLER TO HOOK UP ICE MACHINE TO CW. PROVIDE ADDITIONAL 1/2" CW AT 24" AFF WITH BV FOR FUTURE EQUIPMENT. REFER TO BEVERAGE CENTER ELEVATION ON A SHEETS FOR FURTHER INFORMATION. SODA MACHINE INSTALLER TO PROVIDE DRAIN LINES FROM SODA MACHINE TO FS WITH 1" AIR GAP. EQ. NO. 4F WATER FILTER: PROVIDE 1/2" CW AT 96" AFF WITH BV_ PROVIDE FLEX AND REDUCED PRESSURE STAINLESS STEEL BACKFLOW PREVENTOR, OR OTHER DEVICE AS REQUIRED BY LOCAL CODE. INSTALL OWNER PROVIDED WATER FILTER AND MAKE CONNECTIONS TO BACKFLOW PREVENTOR AND WATER SUPPLY. PROVIDE ALL REQUIRED FITTINGS TO ALLOW SODA MACHINE INSTALLER TO HOOK UP CARBONATOR TO WATER FILTER. EQ. NO. 5B COLD PAN: PROVIDE 1/2" COPPER PIPE IW WITH NO VALVE TO FS WITH 1" AIR GAP, INSULATE. EQ. NO. 9D ICE TEA MAKER: PROVIDE 1/2" CW CONNECTION PER MANUFACTURER'S SPECIFICATIONS. EQ. NO. 1 OJ SELF CONTAINED ICE MACHINE AND BIN: PROVIDE 1/2" CW AT 72" AFF WITH BV. PROVIDE PRESSURE TYPE VB AS REQUIRED BY LOCAL CODE AND FLEX. MAKE ALL CONNECTIONS PER DETAIL ON SHEET P- 4.0. PROVIDE 3/4" IW FROM ICE MACHINE CUBER TO FS WITH 1 " AIR GAP. PROVIDE 3/4" IW FROM ICE MACHINE BIN TO FS WITH 1 " AIR GAP. EQ. NO. 1 OK SODA MACHINE MOUNTED ICE MACHINE: SEE EQ. NO. 4AB NOTES. EQ. NO. 20A CHINESE RANGE WITH IMPERIAL TANK -93" LENGTH: PROVIDE 3/4" CW AT 10" AFF WITH BV. PROVIDE PRESSURE TYPE VB OR OTHER BACKFLOW DEVICE AS REQUIRED BY LOCAL CODE, AND CONNECT TO OWNER SUPPLIED FAUCETS_ PROVIDE 1 1/2" COPPER PIPE IW FROM WATER POT TO FS WITH 2" AIR GAP. PROVIDE PROPERLY SIZED (SEE K-1.0) GAS SUPPLY AT 10" AFF WITH EASILY ACCESSIBLE SHUT-OFF VALVE. INSTALL OWNER SUPPLIED GAS REGULATOR AND ADJUST GAS LEVEL TO BURNERS. EQ. NO. 20Q CHINESE RANGE -42" LENGTH: PROVIDE 3/4" CW AT 10" AFF WITH BV. PROVIDE PRESSURE TYPE VB OR OTHER BACKFLOW DEVICE AS REQUIRED BY LOCAL CODE, AND CONNECT TO OWNER SUPPLIED FAUCETS. PROVIDE 3/4" COPPER PIPE IW FROM WATER POT TO FS WITH 2" AIR GAP. PROVIDE PROPERLY SIZED (SEE K-1.0) GAS SUPPLY AT 10" AFF WITH EASILY ACCESSIBLE SHUT-OFF VALVE. INSTALL OWNER SUPPLIED GAS REGULATOR AND ADJUST GAS LEVEL TO BURNERS. EQ. NO. 21 E FRYER: PROVIDE 1" GAS SUPPLY AT 14" AFF WITH SHUT OFF VALVE, ONE FOR EACH UNIT. PROVIDE ALL REQUIRED FITTINGS AND INSTALL OWNER SUPPLIED QUICK DISCONNECT FLEXIBLE PIPE AND CONNECT TO UNITS. SEE DETAIL ON P-4.0. EQ. NO. 25A RICE COOKER: PROVIDE 1/2" GAS SUPPLY AT 30" AFF WITH SHUT OFF VALVE, ONE FOR EACH UNIT. PROVIDE ALL REQUIRED FITTINGS AND INSTALL OWNER SUPPLIED QUICK DISCONNECT FLEXIBLE PIPE AND CONNECT TO UNITS. EQ. NO. 31 WALK-IN COOLER: PROVIDE 1" COPPER PIPE IW FROM DRAIN PAN ON EACH UNIT TO FLOOR DRAIN WITH 'P' TRAP AND 1" AIR GAP. MOUNT ALL PIPES WITHIN WALK-IN BOX WITH 1" HOLD -OFF SUPPORTS. EQ. NO. 32 WALK-IN FREEZER: PROVIDE 1" COPPER PIPE IW FROM DRAIN PAN ON EACH UNIT TO FLOOR DRAIN WITH 'P' TRAP AND 1 " AIR GAP. MOUNT ALL PIPES WITHIN WALK-IN BOX WITH 1 " HOLD -OFF SUPPORTS. EQ. NO. 40A POT SINK: PROVIDE 3/4" CW AND 3/4" HW AT 14" AFF AND 8" OC WITH BVS AND CV. CONNECT TO OWNER SUPPLIED FAUCETS WITH COPPER PIPING. PROVIDE 2" COPPER PIPE IW (MANIFOLD ALL COMPARTMENT DRAINS INTO ONE LINE) DIRECT CONNECTION. INSTALL OWNER SUPPLIED LEVER DRAIN STOPS. SEE DETAIL ON SHEET P-4.0. EQ. NO. 41Ja, 41Jb SINGLE BOWL PREP SINK: PROVIDE 3/4" CW AND 3/4" HW AT 14" AFF AND 8" OC WITH BVS_ CONNECT TO OWNER SUPPLIED FAUCETS WITH COPPER PIPING. PROVIDE 2" COPPER PIPE IW TO FS WITH 2" AIR GAP. INSTALL OWNER SUPPLIED LEVER DRAIN STOPS. SEE DETAIL ON SHEET P-4.0. EQ. NO. 57B HAND SINK, PROVIDE 1/2" CW AND 1/2" HW AT 24" AFF AND 8" OC WITH CHROME -PLATED, WHEEL -HANDLE, ANGLE STOPS. CONNECT TO OWNER SUPPLIED FAUCETS WITH METAL FLEX PIPING. PROVIDE 1 1/2- DRAIN PIPE WITH 'P' TRAP AND WALL MOUNTED CLEAN-OUT. 5. PROVIDE MINIMUM 1 " INSULA TED CONDENSA TE DRA IN PIPING FROM THE EVAPORA TI VE COIL ON THE WALK-IN COOLER/FREEZER. PROVIDE CLEANOUTS AT ALL MAJOR BENDS. SEAL ALL PENS -TRA TIONS THROUGH BOXES WATERTIGHT. DISCHARGE TO FLOOR SINK WITH AIR GAP OF TWICE THE PIPE DIAMETER. REFER TO WALK—N BOX CONDENSA TE DRA IN LE TA IL #4 ON SHEET P-4.0 FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CORROSION RESISTANT PIPING FROM THE SODA DISPENSER FLOOR SINK TO THE NEXT DOWNSTREAM FLUSHING FIXTURE. PLUMBING NOTES 2 N SCALE: 1/4"=1'-0" r 800-581-0%3 www.schtu1" rn WASTE AND VENT PLAN/ SCALE: 1/4"=1'-0'- E a,'N' Rosemead, California `1770 Telephone: 626.799.E 898 Ail ideas, designs. arrangement and pions indicates.: or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific protect. None of these ideas, designs, arrangements or plans may be used b or disclosers to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: 1ST i PERM17 10.28.09 2ND 3RD _.------ --� 6TH I °IRM1TAM-3-A -11 TA I hereby certify that We pan, specfffmtion, or nzwrt was pnmarad by me or under my direct r c' .1m a duly Registered JeF, ,glneer wla A1!&'C'143-M of the State of Minnesota- Date ,1 ,6ZZZZQa9 Ragl trni err ; 514 PANDA EXP ESS EAGAN PROMI 'NAF -DIF 1270 F'RO ENAt")E PL, 1 E SUITE 150 AvA 9MN -551;' WN -ft e k.: e�t� re , 3, U p:' Im 2 1--2 / � I A111111111111111110 '11166 Schnackel enginimm, ® NewYork a. a LwArjpks a 800 -5811 -JL -2 4rwvkvviW.--Jxom DA WATER RISER DIAGPvrim -2 SCALE: N.T.S.�� z �-,- �-2 > 2" .4, 2 112 3"FS-1 oe 2 112- 2 < r4 < 2 41 J 2" FCO le, NNI 1-", IJ�'LLL til o41 J 3 FS -1 2 23 VC0 FS -1- Lf YFD_ 1 E7DB MS -1 .... .... ..... 2 2" LAV 1 f 3„VVIC 4 WCO -,2"FD-1 2" 3"FS-1 V29 3" FS -1 1 112 21 E 21 E Yy "I TD -1 ....... .. ....... ... Z' b/B CD ar 4"FS-1 . ......... .... . ..... (40D J 10ff 2 LAV -1 2"FD-1 LEGEND EXISTING NEW WORK NEW TO EXISTING CONNECTION A r -'s" SANITARY RISER DIAG Q I..Xlvl ('"1 SCALE: N.T.S. PAND- t. "ROUP INC. r,r,--.v- Ave. 'lioseme'adl', California X1770 Telephone: 626.799.9898 Fc.:.,, lmile: -5'2C!.372.81'1'81q Al ideas, designs, arrangement and plans indicated or represented by this drawing are the pr3pcny Panda Express Inc. and were created for use on this specific project None of these ideas, desl-jrm arrangements or plans may be used by or to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: -T � PERMIT PFV1F__-_W 10.28.09 2ND 3RL) 4T` -i 5-TH 6TH PANDA PROJECT #- 1,S4-1 O -D2282 ARCH PROJECT #:/ 09044.009 ARCHITECT: kAhIckioverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66,210 ph: 913.649.8161 * fx: 913.649.1275 T 1 q I hareby cartity biot idi4 pionspeeftation, or report was prepared by me or under my direct wper%laion . ne, that I orn c duly PNisterid a.' the State of Minnesota. ])at* N 1270 PROMENADE PLA.Cr, SUITE 150 EAGAN, MN 551121 FIUY-V! _'INC RISER DIAGRAMS 3 ' ...,.. .. T"p z ;E DP -1)' a IA/ WALL- Ur'y >!ZE Shc'MIN /N PLAN. INSTALL PIPING TO ` A 1,1'0,10 GREASE EX-e4UST DUCT Tri PS; MAKS" UP AIR TAPS AND HOOD 5UPPORT 3?'57-M PER CAPT'VE AWE` DIMENSIONED HOOD DETAIL ORA WING. (TYPICAL) r_ -GAS HEADER — UP TO ROOF -- ROOF -PIPE IN CEILING SPACE. 4-°}� DO NOT INSTALL VAL VES r----•--- - --------I f CEILING SPACE PROVIDE VACUUM BREAKER V5 _ VI 1/2" COLD WATER ABOVE BALL VALVE, MINIMUM SUPPL Y DOWN IN SIX INCHES ABOVE ICE MACHINE, 1 PART/TION WHERE MOUNTED ON PIPE. SHOWN ON PLAN. EXHAUST CEILI/V HOOD! t CEILING PRO VIDE FULL ADAPTER AND SIX PORT BALL FOOT LONG 3/8 ' ''4'" -- '"" "" t --INSTALL AUTOMATIC GAS SHUTOFF VALVE SHUT-OFF VAL��FCUBER REINFORCED FOOD QIIANTI _'Y AND SIZE OF t 1 (FURNISH 'MTH FIRE SUPRESSION SYSTEM) ON ROUGH -IN. GRADE PLASTIC 1 CONI .`" 6O 45 AS SHUTOFF VAL VES SHALL NOT BE INSTALLED TUB/NG TO CUBER 1 RE Qi.1P,EJ BY EQU PMENTt 1 ABOVE CEILING PER INTERNA TIONAL FUEL INSTALL WA TER WATER INLET USE 1 SE Vf0P 'OVIDE GAS t t GAS CODE SECTION 409.1.2 SHUTOFF F/L TER PER OMAN- HOSE CLAMPS AS COCk c OCA IED 01HERE VAL VES SHALL BE PROHIB/TED IN CON- UFA CTURER S REQUIRED. 1 AC'Cr,.­`._7'1_E SESIOE OR. 1INSTRUCTIONS CEALED LOCA TIONS AND FURNACE PLENUMS o CONNECT TO CUBER lF FURNISHED ICE B I N GAS PIPE INSIDE WALL BEHIND COOKING W/TH ICE MACH. AND ICE BIN DRAIN fi AB VE EQU/PMe N T. ` t 1 EQUIPMENT, WITHOUT T TAPS, COMPRESSION ' f INSTALL WHERE OUTLETS AS REQ D. 1 E `'TEND PIPE ,-TROUGH 1 t FITTING OR UNIONS SERVING AN INDIVIDUAL ACCESSIBLE. 3/4 E r - REFER TO INDIRECT a PIECE OF EQUIPMENT SIZES A SHOWN ON 1: WAL[ AND PROVIDE 1 A DRAIN" DETAIL FOR 9 LAMS. FLOOR ID MORE INFORMA TION. TYPICAL. PIPE SUPPORT ANCHORED TO WALL TYPICAL GAS COCK WITH LEAVER HANDLE 2" FSS a PROVIDE FLOOR SINK AT FRONT EDGE OR SIDE FLEXIBLE APPLA/ANCE CONNECTOR 1 ' CLEANIGE NG G ICE NOT UNDER ANY EQUIPMENACHINE, WHERE T. FOR `� FURNISH BY OTHERS AND INSTALLED 1 LU f BYPLUMBINGCONTRACTOR WITH 1 _ lit ti� b" DIRT L�GLOJX SWIVEL JOINTS IN BOTH ENDS PROVIDE COLD WATER ROUGH -IN AT TOP OF ICE MACHINE. y.� • . �1. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO ?IPIN.G A,RE NG,FMENT �S SCHEMATIC ADJUST TO SUIT FIELD CONDITIONS. ATTACH RISER SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. ANDHEADER rO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO FQUIPMENT `?C^OMMENIIFD BY MANUFACTURER. INSTALL ANY REGULATORS FURNISH BY I. Ki li HEN EQUIPMEN7 CONTRACTOR. aCC��t`=r�C APPLIANCE GAS PIPE �� 3 ICE MACHINE CONNECTIONS NOT70 :SCA•I_E NOT TO SCALE i PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE „ " 'RO VIDE CLEANOU TS IN DISCHARGE IN TO GRA TE OF FL 0OR U,_, . S' !ENOS OF PIPE USE I UWV �'1777NGS IF SIZE SINK WITH AIR GAP SUFFIC- L.4RGE,� THAN 1 "--- FICIEN T TO REMO VE GRA TE ol AND STRAINER. MINIMUM GAP = TWICE PIPE DIAMETER. .SLOPE PIPE AS MUCH AS POSSIBLE o TOWARD 7 DISCHARGE. MAKE CONNECTION TO EQUIPMENT AS REQUIRED. PROVIDE TRAP AND MAKE PIPE MINIMUM ONE Si Z_'_ 6' HIGH PIPE VENT LARGER THAN EOU/PMENT CON- OPEN TO A TMOSPHERE NEC 770N, MINIMUM 314" USE "M " WHEN DRAIN LINE OR "L " HARD COPPER UP T 0 1 " /S LONGER THAN 5' AND TYPED 4`V FOR LARGER. --- (I,gPMO) OR 2' (BOCA). ROUYF ='IPE INCONSPICUOUSLY .AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN 'NS T ALL.ED IN FOOD SERVICE FACILITY. REFER TO LOC':=_ CODES FOR FURTHER INFORMATION. -- :HO T OR COLD WA TER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE. INS I'.ALL PF:1 rF NG, BRANCH !S GREATER THAN 20' LONG, P,01 i °STANDARDS A' IQ PROVIDE ANOTHER WHA IN MIDDLE, ,.�/E, EACH r4 ' 'r—, �tD FOR HALF THE FIXTURE UNITS "A" iN7ST,- UCTsONS. SINGLE—FIXTURE MULTIPLE FIXTURES PDI SIZE Pli'E: SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3,'4" 12-32 C 1" 33-60 D 1-1 /4' 61-113 E 1-1/2 114-154 F 2" 154-330 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 DO NOT PROVIDE AIR CHAMBERS. PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI #WH - 201, ASSE # 1010 AND ANSI # A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTERS NOT TO SCALE. THREADED PIPE ADAPTER ON CONDENS'A TF_ DRAIN CONNECTION 4 " DEEP PIPE TRAP— VENT OPEN TO A TMOSPHERE, 7ERMINA TE VENT 6" HIGHER THAN UNIT DRAIN PAN. CONT. ON MECH \ ROOF PLAN, SHEET M -1.1 RTU TYPICAL ROOFTOP AlR-CONDI TIONING UNIT 14 FLOOR NOT TO SCALE TOP WITH CO CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNF NISHED FLOORS). PROVIDE PLASTIC PLUG IN CAST IRON BODY. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION, MEMBRANE CLAMP FLOOR SLAB ON GRADE AS REQUIRED FOR SAME SIZE AS SEWER DEPTH OF SEWER UP TO 4” MAXIMUM. PIPE AS LONG SWEEP ELBOW A T SPECIFIED END OR TURN OF RUN. BELOW FLOOR. SANITARY OR STORM COMB/NA TION WYE AND SEWER LINE EIGHTH BEND IN RUN. ENTER TOP OF PIPE. IE E DIRECTION OF FLOW TWO- WA Y CLEANOU T FOR LOCATION, SEE DWG P-1.0 LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. CONCRETE FLOOR ".d" - REDUCING TRAP - I I I MEMBRANE CLAMP- ING COLLAR AND SEEPA GE PAN. MAXIMUM 15' WHERE k ENLARGED WAS TEII LINE IS USED AS A COMBINATION WAST AND VENT SYSTEM. PRO VIDE TRAP PR/MER IAXIMUM TAILPIECE ENGTH IS 2 FEET. LOPE WASTE AT WO PERCENT. MAXIMUM 5' ON 2" WASTE OR 6' ON 3' . LOCATE FLOOR DRAIN/SINK WHERE SHOWN ON DIMENSIONED ARCHITEC- TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND POUR AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF FLOOR SINKS 1/2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. DO NOT RECESS TOP QF FLOOR DRAINS. IF SITUATION IS FLOOR NOT ON GRADE, REFER TO FLOOR PENETRATION" DETAIL FOR VENTS. PROVIDE TRAP PRIMER FOR FLOOR DRAIN AND FLOOR SINK. SHOWN ON PLAN, 4" ON CARBONA FOR END, USE FOUR INCH PVC, FITTINGS AND 4" ON DISPENSER END. COUPLINGS. USE MINIMUM QUALITY OF SEAL TO CABINET WITH SILICONE. COUPLINGS REQUIRED, SEALED WATER -TIGHT. USE LONG SWEEP ELBOWS Schnackel AT BOTH ENDS, MINIMUM TWENTY FOUR engineers, INCH RADIUS. AVOID ELBOWS IN o NewYork m Omaha o LwArWim u HORIZONTAL RUN IF AT ALL POSSIBLE. 800.581-0963 vvvvwrsthrRx1 LENGTH AS REQUIRED DETAIL g FLOOR DRAIN SINK5 PELOW—GROUN NOT TO SCALE T TO SCALE TWO OR THREE COMPARTMENT SINK All? 1N TAKE CLEANOU TS IN ENDS OF PIPE. — FL OOR F. S. I 2" VENT IN WALL CLEANOU 2" COPPER PIPE -L' 2" P- TRAP COPPER T7 PIPE BACK TO WALL 3" WASTE -1--: ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. COPPER PIPE, FITINGS AND CONNECTORS ALL AROUND SINK AND TRAP. CONNECT TRAP FROM CENTER COMPARTMENT. EANOUT 10 UTILITY SINK. NOT TO SCALE COVER VAL VE BODIES WITH INSULA TION, BUT NOT UNIONS 51 PIPE INSULATION 11 WALL CLEANOUT, NOT TO SCALE NOT TO SCALE --"EQUIPMENT CURB I 1. PIPING a' R ;i dGE f l l SHOWN iS SCHEN, ADJUST AS. RECt'.11RED. VERIFY ONh1E , ii IN CATIC?sIS BEFORE i'`JSTAt ,.„`!,_. PIPE R;!NS- DO NOT PROVIDE TRAP ON UNIryTS WI^' :.F; JAVr A INTr F?NAL "RAF, C Ikl F�.�,.( 0 i\4 D� A_ 1. DR A I N SEE HVAC PLI FOR VENTING REQUIREMEN TS PIPE PR V TO APROVED DRAB (TYP. OF ALL) 7INUA TION HOT WATER GAS COLD WA IFR INSTANTANEOUS WATER HEATER SHALL BE INSTALLED PER FLOOR SINK OR FLOOR DRAIN MANUFACTURER'S REQUIREMENTS CONNECTED TO SAN/TARP AND MEET ALL LOCAL CODE REQUIREMENTS. 16 TYP. I N STA—HOT WATER HEATER NOT TO SCALE S7FPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED TO FLASHING AND PIPE W177-1 STAINLESS STEEL SCREW CLAMPS. PRO VIDE LEAD OR COPPER FLASHING OR SPUN ALUMINUM BASE /N BED OF MASTIC. COORD/NA 7F WI TN ROOFER. RIGHT AND LEFT NIPPLE & COOPINGS 1998 CPC SEE #1211.10 ROOFING 0 VER METAL FLASHING BY ROOFING CONTRACTOR. II ELBOWS TO COMPENSA TE FOR PIPE EXPANSION. ROOF SUPPORT. REFER TO DETAIL. II II ROOF INSULATION II II ROOF DECK n n SLEEVE ROOF IF REQUIRED. ANCHOR PIPE TO ROOF DECK OR JOISTS. REFER TO PLANS FOR PIPE SIZES) AND LOCATION(S). WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PPIPPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS. 12 GAS PIPE ROOF PENETRATION NOT TO SCALE TRAP SODA CONDUIT STUBS TYP. (2) 1—PAR7777ON WALL 4" o a 6„ a a . - a a SODA SHELF 4 EDGE CONCRETE PLAN CURB )DA CONDUIT 1 VERHEAD C. W. SUPPLY VACUUM BREAKER F/N/SH FL OOR `-C. W. SUPPLY GRA 141 TK LINE TO TRAP 61TYPICAL TRAP PRIMER DETAIL (� NOT TO SCALE PROVIDE I" ELASTOMER/C INSULATION DRILL HOLE /N OVER HEA T TRACING ON CONDENSA TE SIDE OF BOX LINE (FOR FREEZER BOX ONLY) BY WALK AND PROVIDE /N BOX INSTALLER, ELECTRIC HEATING SILICONE SEAL CABLE IS BY CON ACTOR). AROUND PIPE PENE7RA TION. 1 " DX COIL PROVIDE TRAP CO COORDINATE AT BOTTOM OF ROUTING OF RISER AND DIS- DRAIN WITH CHARGE INTO PROVIDE CLEAN717 OUT SHELVING IN FLOOR DRAIN /N TURNS AND ENDS WALK-IN BOX. OR FLOOR SINK OF PIPE. WITH AIR GAP MAKE CONIVEC77ON OF' TWICE PIPE TO COIL AS REQUIRED. DIAMETER. -� NO INSULATION ON PIPE RISER. FLOOR SINK WALK-lN COOLER OR FREEZER BOX. SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. 7 WALK—IN BOX CONDENSATE DRAIN 3 NOT TO SCALE 1/4" x 1-1/2" CADMIUM- PLA TED LAG SCREWS MITER THE INSULATION AT TAPE JOINTS OF Fl - 18"x18'x7/2" THICK ROOF TEES AND ELBOWS SO THAT COLUMN OR PROVIDE CLEANOUT TEE 1270 PROMENADE PLACr, BERGLA55INSULA TION z SUITE 150 THERE ARE NO GAPS AT JOINTS IF EAGAN, MN 55121 PARTITION WITH SCREWED COUNTER- PROVIDE A ONE FOOT r, POSSIBLE, THEN TAPE THEM. OTHERWISE AS SHOWN SUNK ABS PLASTIC PLUG.- LENGTH OF NONCOMPRES- PROVIDE MULTIPLE FILL THE GAPS WITH BLANKET FIBER- PL.UN,I i 3 sar ON FLOOR TAPERED -THREAD WITH -FE S/BLE INSULATION AT ROOF INSULATION GLASS AND PROVIDE ONE-PIECE PRE- • k .� fin,. PLAN. HANGERS FOR ALL PIPE DIREC77ON MOULDED PVC FITTING COVERS. DECK ACCOMODATE OF GRAIN. 2" AND LARGER. VARIATIONS IN PROVIDE 1/2" UNICELLULAR ELASTOMERIC ROOF ELEVATION. LOCATE AT TURNS OF PIPE, AT REFER TO OTHER DETAILS WHERE CLEANOUT IEE INSULA 77ON ON DOMESTIC HOT AND COLD 1-1/2"=9' 1-1 4"=8' 1"=7' 3/4"=6'. PLACE BASE SHEETS ON ROOFING BEFORE FOR 7REA TMENT OF INSU- FACE SHALL WA TER PIPES IN WALLS AND CHASES. PRIMER COAT AND PAINT EXTERIOR GAS PIPE LIGHT GREEN COLOR. LA TION A T PENE-TRA TION MI TER THE INSULA TION A T TEES AND EL - CHASE OR PARTTION, OF WALLS, FIREFL OORS, BOWS. SEAL ALL JOINTS WITH ADHESIVE- FLOORS, AND FIREWALLS. IF - - - _ PROVIDE A ROUND 18 PROVIDE 1/2" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET WITH VAPOR BARRIER ON ALL COLD WATER, CONDENSATE, AND STORM DRAIN PIPE UP TO 4". SURFACE. PROVIDE 1" INSULATION ON STORM DRAIN PIPE ABOVE 4" SIZE. PROVIDE 1" FIBER- GLASS INSULATION WITH ALL -SERVICE JACKET ON DOMESTIC HOT WATER PIPING. PROVIDE REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PER SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS. EDGES AND FLA THE MAINTAIN VAPOR BARRIER ON COLD PIPING BY MEANS OF SEALANT AND TAPE. FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES SHALL NOT EXCEED 25/50. MACH/NE SCREW. SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE MASTIC. 51 PIPE INSULATION 11 WALL CLEANOUT, NOT TO SCALE NOT TO SCALE --"EQUIPMENT CURB I 1. PIPING a' R ;i dGE f l l SHOWN iS SCHEN, ADJUST AS. RECt'.11RED. VERIFY ONh1E , ii IN CATIC?sIS BEFORE i'`JSTAt ,.„`!,_. PIPE R;!NS- DO NOT PROVIDE TRAP ON UNIryTS WI^' :.F; JAVr A INTr F?NAL "RAF, C Ikl F�.�,.( 0 i\4 D� A_ 1. DR A I N SEE HVAC PLI FOR VENTING REQUIREMEN TS PIPE PR V TO APROVED DRAB (TYP. OF ALL) 7INUA TION HOT WATER GAS COLD WA IFR INSTANTANEOUS WATER HEATER SHALL BE INSTALLED PER FLOOR SINK OR FLOOR DRAIN MANUFACTURER'S REQUIREMENTS CONNECTED TO SAN/TARP AND MEET ALL LOCAL CODE REQUIREMENTS. 16 TYP. I N STA—HOT WATER HEATER NOT TO SCALE S7FPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED TO FLASHING AND PIPE W177-1 STAINLESS STEEL SCREW CLAMPS. PRO VIDE LEAD OR COPPER FLASHING OR SPUN ALUMINUM BASE /N BED OF MASTIC. COORD/NA 7F WI TN ROOFER. RIGHT AND LEFT NIPPLE & COOPINGS 1998 CPC SEE #1211.10 ROOFING 0 VER METAL FLASHING BY ROOFING CONTRACTOR. II ELBOWS TO COMPENSA TE FOR PIPE EXPANSION. ROOF SUPPORT. REFER TO DETAIL. II II ROOF INSULATION II II ROOF DECK n n SLEEVE ROOF IF REQUIRED. ANCHOR PIPE TO ROOF DECK OR JOISTS. REFER TO PLANS FOR PIPE SIZES) AND LOCATION(S). WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PPIPPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS. 12 GAS PIPE ROOF PENETRATION NOT TO SCALE TRAP SODA CONDUIT STUBS TYP. (2) 1—PAR7777ON WALL 4" o a 6„ a a . - a a SODA SHELF 4 EDGE CONCRETE PLAN CURB )DA CONDUIT 1 VERHEAD C. W. SUPPLY VACUUM BREAKER F/N/SH FL OOR `-C. W. SUPPLY GRA 141 TK LINE TO TRAP 61TYPICAL TRAP PRIMER DETAIL (� NOT TO SCALE PROVIDE I" ELASTOMER/C INSULATION DRILL HOLE /N OVER HEA T TRACING ON CONDENSA TE SIDE OF BOX LINE (FOR FREEZER BOX ONLY) BY WALK AND PROVIDE /N BOX INSTALLER, ELECTRIC HEATING SILICONE SEAL CABLE IS BY CON ACTOR). AROUND PIPE PENE7RA TION. 1 " DX COIL PROVIDE TRAP CO COORDINATE AT BOTTOM OF ROUTING OF RISER AND DIS- DRAIN WITH CHARGE INTO PROVIDE CLEAN717 OUT SHELVING IN FLOOR DRAIN /N TURNS AND ENDS WALK-IN BOX. OR FLOOR SINK OF PIPE. WITH AIR GAP MAKE CONIVEC77ON OF' TWICE PIPE TO COIL AS REQUIRED. DIAMETER. -� NO INSULATION ON PIPE RISER. FLOOR SINK WALK-lN COOLER OR FREEZER BOX. SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. 7 WALK—IN BOX CONDENSATE DRAIN 3 NOT TO SCALE 1/4" x 1-1/2" CADMIUM- PLA TED LAG SCREWS GALVANIZED S7SEL CLAMP. DO NOT CLAMP PIPE TIGHT. 18"x18'x7/2" THICK ROOF V COLUMN OR PROVIDE CLEANOUT TEE 1270 PROMENADE PLACr, SUITE 150 ('CAREY- TRED" OR EAGAN, MN 55121 PARTITION WITH SCREWED COUNTER- PER ARCHITECTURAL r, AS SHOWN SUNK ABS PLASTIC PLUG.- PROVIDE MULTIPLE Sf PL.UN,I i 3 sar ON FLOOR TAPERED -THREAD WITH -FE ROOFING ROOF INSULATION TRIM THE TIMBER • k .� fin,. PLAN. 7 JOINT COMPOUND. DIREC77ON ROOF DECK ACCOMODATE OF GRAIN. VARIATIONS IN ROOF ELEVATION. LOCATE AT TURNS OF PIPE, AT CLEANOUT WHERE CLEANOUT IEE 5"=16' 4"=14' 3"=12' 2-1/2"=11' 2"=10' 1-1/2"=9' 1-1 4"=8' 1"=7' 3/4"=6'. PLACE BASE SHEETS ON ROOFING BEFORE GRAVEL IF AN SET BLOCKS FACE SHALL IS CONCEALED IN A PRIMER COAT AND PAINT EXTERIOR GAS PIPE LIGHT GREEN COLOR. BE WI TH I N CHASE OR PARTTION, 4" OF WALL PROVIDE A ROUND 18 SURFACE. GAUGE STAINLESS STEEL PROVIDE COVER WITH BEVELED -AD PIPE EXTEN- EDGES AND FLA THE SI ON IF MACH/NE SCREW. REQUIRED. o 4 O A CONCRETE I REFER TO PLUMBING FLOOR FIXTURE SCHEDULE SLAB 1 II FOR FURTHER I INFORMATION. PROVIDE WCO AT BASE OF ALL RAIN -LEADER DOWNSPOUTS. PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. 51 PIPE INSULATION 11 WALL CLEANOUT, NOT TO SCALE NOT TO SCALE --"EQUIPMENT CURB I 1. PIPING a' R ;i dGE f l l SHOWN iS SCHEN, ADJUST AS. RECt'.11RED. VERIFY ONh1E , ii IN CATIC?sIS BEFORE i'`JSTAt ,.„`!,_. PIPE R;!NS- DO NOT PROVIDE TRAP ON UNIryTS WI^' :.F; JAVr A INTr F?NAL "RAF, C Ikl F�.�,.( 0 i\4 D� A_ 1. DR A I N SEE HVAC PLI FOR VENTING REQUIREMEN TS PIPE PR V TO APROVED DRAB (TYP. OF ALL) 7INUA TION HOT WATER GAS COLD WA IFR INSTANTANEOUS WATER HEATER SHALL BE INSTALLED PER FLOOR SINK OR FLOOR DRAIN MANUFACTURER'S REQUIREMENTS CONNECTED TO SAN/TARP AND MEET ALL LOCAL CODE REQUIREMENTS. 16 TYP. I N STA—HOT WATER HEATER NOT TO SCALE S7FPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED TO FLASHING AND PIPE W177-1 STAINLESS STEEL SCREW CLAMPS. PRO VIDE LEAD OR COPPER FLASHING OR SPUN ALUMINUM BASE /N BED OF MASTIC. COORD/NA 7F WI TN ROOFER. RIGHT AND LEFT NIPPLE & COOPINGS 1998 CPC SEE #1211.10 ROOFING 0 VER METAL FLASHING BY ROOFING CONTRACTOR. II ELBOWS TO COMPENSA TE FOR PIPE EXPANSION. ROOF SUPPORT. REFER TO DETAIL. II II ROOF INSULATION II II ROOF DECK n n SLEEVE ROOF IF REQUIRED. ANCHOR PIPE TO ROOF DECK OR JOISTS. REFER TO PLANS FOR PIPE SIZES) AND LOCATION(S). WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PPIPPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS. 12 GAS PIPE ROOF PENETRATION NOT TO SCALE TRAP SODA CONDUIT STUBS TYP. (2) 1—PAR7777ON WALL 4" o a 6„ a a . - a a SODA SHELF 4 EDGE CONCRETE PLAN CURB )DA CONDUIT 1 VERHEAD C. W. SUPPLY VACUUM BREAKER F/N/SH FL OOR `-C. W. SUPPLY GRA 141 TK LINE TO TRAP 61TYPICAL TRAP PRIMER DETAIL (� NOT TO SCALE PROVIDE I" ELASTOMER/C INSULATION DRILL HOLE /N OVER HEA T TRACING ON CONDENSA TE SIDE OF BOX LINE (FOR FREEZER BOX ONLY) BY WALK AND PROVIDE /N BOX INSTALLER, ELECTRIC HEATING SILICONE SEAL CABLE IS BY CON ACTOR). AROUND PIPE PENE7RA TION. 1 " DX COIL PROVIDE TRAP CO COORDINATE AT BOTTOM OF ROUTING OF RISER AND DIS- DRAIN WITH CHARGE INTO PROVIDE CLEAN717 OUT SHELVING IN FLOOR DRAIN /N TURNS AND ENDS WALK-IN BOX. OR FLOOR SINK OF PIPE. WITH AIR GAP MAKE CONIVEC77ON OF' TWICE PIPE TO COIL AS REQUIRED. DIAMETER. -� NO INSULATION ON PIPE RISER. FLOOR SINK WALK-lN COOLER OR FREEZER BOX. SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. 7 WALK—IN BOX CONDENSATE DRAIN 3 NOT TO SCALE 1/4" x 1-1/2" CADMIUM- PLA TED LAG SCREWS GALVANIZED S7SEL CLAMP. DO NOT CLAMP PIPE TIGHT. 18"x18'x7/2" THICK ROOF 4" x 6" x 12" REDWOOD SUPPORT BLOCK OR CCA WALKWA Y MA TERIAL ROT -PROOF TREA TED TIMBER. FOR BASE SHEET. 1270 PROMENADE PLACr, SUITE 150 ('CAREY- TRED" OR EAGAN, MN 55121 V -NOTCH 77MBER PER ARCHITECTURAL r, SPECIFICA TIONS. vuv 0- PROVIDE MULTIPLE Sf PL.UN,I i 3 sar BASE SHEETS OR ROOFING ROOF INSULATION TRIM THE TIMBER • k .� fin,. AS REQUIRED TO DIREC77ON ROOF DECK ACCOMODATE OF GRAIN. VARIATIONS IN ROOF ELEVATION. LOCATE AT TURNS OF PIPE, AT 4' SPACING FOR PLASTIC'PIPE, AND AT THIS SPACING FOR METAL PIPE: 5"=16' 4"=14' 3"=12' 2-1/2"=11' 2"=10' 1-1/2"=9' 1-1 4"=8' 1"=7' 3/4"=6'. PLACE BASE SHEETS ON ROOFING BEFORE GRAVEL IF AN SET BLOCKS FREE ON BASE SHEETS. STACK BLOCKS AND NAIL THEM TOGETHER WHERE REQUIRED TO ELEVATE PIPING. PRIMER COAT AND PAINT EXTERIOR GAS PIPE LIGHT GREEN COLOR. g ROOF PIPE SUPPORT NOT TO SCALE P NT -M RESTALI§-,''.,4T GRC) INC. Ave Rosernead, California 0,1 77P Telephone: 626.799.9898 Facsimile: uL 7'72.8288 All ideas, designs, arrangement and plans indicated or represented by this drowing are the property of Ponds Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may C+e used try or dis,ios.ed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA PROJECT #: S4 -10-D2-882 ARCH PROJECT #: 09044.00 ARCHITECT: so V hIcidoverarchilim T 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, ICS 66210 ph: 913.649.8181 a fx: 913.649.1275 TAMP: I he:-ety Lertify boa this pian, spectflcatlon, or report was prepared by me or under my dtrert supe ..heron a -id that 1 am a dvly Regieterod rIulnaer +ureor "r., iawa of the state ar Minnesato. -- ---�:4y�/�r_11� Date ,.1Q JJ7 2_i Imo. Registration No. 21314 PANDA EXP EAGAN PROMENADE 1270 PROMENADE PLACr, SUITE 150 EAGAN, MN 55121 IN r, R vuv 0- 4:t� Sf PL.UN,I i 3 sar DETAILS • k .� fin,. M NOT USED 5 SCALE: N.T.S. 1/2 " / JOIN T 3/4 " C DIMENSIONS EQUIPMENT W L D* E* EWH-1 31" 31" 4" 4" * IF D=E THEN BASE MA Y BE POURED ON TOP OF FLOOR SLAB. * ALL "W" AND "L " DIMENSIONS MUST BE VERIFIED W/TH THE EQUIPMENT SHOP DRAWINGS PRIOR TO ROUGH—IN. NO TE.• IF DEP TH OF PAD EXCEEDS 4 " REINFORCE W/#4 (P 10 " /cE EA. WA Y SLAB EQUIPMENT SUPPORT PAD 4 NOT USED SCALE: N.T.S. SCALE: N.T.S. GAS LOAD SUMMARY ITEM EQUIPMENT MBH INPUT QUANTITY GAS MBH 20A CHINESE RANGE 450 1 450 20Q CHINESE RANGE 190 1 190 21E FRYER 122 2 244 25A RICE COOKER 35 1 35 MA -1 MAKE—UP AIR UNIT 342 1 342 GWH-1 GAS WATER HEATER 235 1 235 RTU -1 ROOF TOP UNIT 180 1 180 RTU -2 ROOF TOP UNIT 180 1 180 RTU -3 ROOF TOP UNIT 125 1 125 TOTAL 1981 2" GAS MANIFOLD IN CEILING SPACE—, 20A 450 MBH 366' EQ. LENGTH 3/4 " RTU -1 180 MBH ,1 366' EQ. LENGTH 1 " (702 MBH) 366' EQ. LENGTH 1" (360 MBH) 346' EQ. LENGTH 3/4 "—� f*, I_N1 11 I 200 190 MBH 35 MBH 21E 122 MBH 21E 122 MBH 366' EQ. LENGTH 1 112" (1981 MBH) 346' EQ. LENGTH 3 4 366' EQ. LENGTH 1 1/2 " (1746 MBH) 366' EQ. LENGTH 1 1/2" (1621 MBH) GWH-1 T7? 346' EQ. LENGTH 235 MBH 2 9 LOW 1/2" PRESSURE 346' EQ. LENGTH RTU -3 �' 3/4" 125 MBH AS COCK(TYP) MA -1 PRV(TYP) 53' EQ. LENGTH 342 MBH 2 " (919 MBH) RTU -2 180 MBH (S) N I GAS RISER DIAGRAM 20 1 SCALE: N.T.S. COLD WATER MAIN ET -2 GWH-1 SET TO 1407 TO DRAIN SEE PLANS SEE H. V. A. C FOR VEN TING W -TMV-1 SET TO 110F OR AS APPROVED BY LOCAL AHJ --110° DISPENSER @L—LAV-1 @ �_5713 4 DISPENSER @-L—LAV-1 MOP SINK MEN'S RR KITCH PREP KITCH PREP WOMEN'S RR °o t+-140° `t 41 JB ®41 140° JA 40A @�_1 Ci KITCH PREP KITCH PREP KITCH PREP SERV AREA R MS -1 ET -1 KITCH PREP TO DRAIN SEE PLANS EWH-1 SET TO 140°F COLD WA TER MAIN SET TO 110 F OR AS APPROVED BY LOCAL AHJ 0%4L I 57B @ SERV AREA TO DRAIN SEE PLANS HOT WATER AND TEMPERED WATER SYSTEM DIAGRAM SCALE: N.T.S.%' mm-mkhnackel a NewYofk o Omahn o LosAngeks o 800-581-0463 www. nackel com b � CH i PANDA. REZSTAUF'.'`,NT GF'.OU' INC. 1683 Walnut Ave, :;alifomia 9177' Teiephorne: 626.799.9898 ""F 772.8288 Al ideas, designs, arrangement and pians indicatcd or represented by this drawing are the property of Pando Express Inc- and were created for use on this specific project. None of th"a Weis, designs: arrangements or plans may be used by or disclosed to any person; firm, or corporation without the written permission of Pundo Express Inc, REVISIONS: ISSUE DATE: 1-T PERMIT REVIEW _ 0.28.0 2ND 3RD 4TH 5TH _ 6TH DRA VIA Y: ;L 0 ; NDA PROJECT #. S4-10 ­D2282 ARCH PROJECT #: 09044 +09 HIT P i : AF! <, �D a --_ -^_ �5 G &1 r�fE�'` te��/�q� i�x�S7'� 10J:J14L 66 JlN�!3, 5415E S'' OVERLAND PARK, KS 66210 ph: 913.649.3161 4 ex: 913.6 9.1275 4 heie6>y certify R.hct this, plan, specisoatlon. or r'orl wort prepnrrd !. me ar under my direct supilrAoion and 'that I am o duly RogE�tered ?rofr:,,Monal Enolnw ur,dor tf Sawa of the State c Uinr eatrtxL :�If//l„ �i��n admccieA L'/t/CfJ ' Dote 0/27/'1003 Req ..r. PAINUAE� z a 1270 PROMENADE PLACE SUITE 150 EAGAN, , N 55121 DETAILS r I SECTION 1513: PLUMBING SPECIFICATIONS: AS APPLICABLE : REFER TO SECTION 15A ON THE MECHANICAL SPECIFICATIONS FOR GENERAL REQUIREMENTS WHICH ALSO PERTAIN TO THE PLUMBING WORK. 15B 1-1 EXCAVATION AND BACKFILLING THE CONTRACTOR SHALL PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH AND SHALL BE CRIBBED OR BRACED TO PREVENT CAVE—IN OR SETTLEMENT. TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING SHALL NOT BE EXCAVATED WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. PUMPING EQUIPMENT SHALL BE FURNISHED IF REQUIRED TO KEEP TRENCHES FREE OF WATER. DRY EARTH SHALL BE RAMMED INTO PLACE AT SIDES OF THE PIPE, LEAVING THE JOINTS AND TOP OF PIPE EXPOSED UNTIL ALL PIPING IS TESTED AND APPROVED. AFTER TESTING AND APPROVAL, TRENCHES SHALL BE BACKFILLED IN LAYERS OF WELL—TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. ALL EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION, UNLESS SPECIFICALLY STIPULATED OTHERWISE IN THIS SECTION OF THE SPECIFICATION OR ON THE DRAWINGS. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF ALL MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. ALL EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. ALL EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND ANY SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL SHALL BE DISPOSED OF BY THE CONTRACTOR, AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, ETC. DAMAGED BY THIS WORK. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. BACKFILLING AND REPAIRING SHALL MEET ALL REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION. REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. 15B 1-2 STRUCTURAL STEEL. ALL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. 15B 1-3 UTILITY CONNECTIONS.. THIS CONTRACTOR SHALL PROVIDE ALL UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS. ALL INTERIOR OR EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES SHALL BE INSTALLED COMPLETE AND IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE CODES HAVING JURISDICTION AND THE SERVING UTILITY INVOLVED. THIS CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS REQUIRING CONNECTION IN THE FIELD, AND SHALL WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. 15B 1-4 SYSTEM TESTING AND ADJUSTING. UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING ALL DAMAGE RESULTING THEREFROM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. CONCEALED WORK SHALL REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE WORK MAY BE CONCEALED. ALL PIPING SHALL BE TESTED BEFORE ANY INSULATION IS INSTALLED, AND BEFORE BACKFILL, AND SHALL BE SUBJECT TO THE SPECIFIED PRESSURE FOR THE UNINTERRUPTED SPECIFIED PERIOD. ALL LINES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. ALL SYSTEM DEFECTS SHALL BE REPAIRED OR REPLACED WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, EVERY WATER OUTLET SHALL BE OPENED TO ENSURE COMPLETE SYSTEM FLUSHING, ALL AERATORS SHALL BE REMOVED AND CLEANED, PILOT LIGHTS SHALL BE LIGHTED AND EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL BE OPERATED TO DEMONSTRATE PROPER FUNCTIONING. THE ENTIRE DRAINAGE AND VENT SYSTEM SHALL BE TESTED BY PLUGGING ALL OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. THE SYSTEM SHALL THEN BE FILLED WITH WATER, AND TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. ALL PARTS OF THE DRAINAGE AND WASTE SYSTEM SHALL BE SUBJECTED TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, THEY SHALL BE REPAIRED AND THE TEST REPEATED AFTER THE SYSTEM IS MADE TIGHT. THE CONTRACTOR SHALL ALSO PERFORM ANY OTHER TESTS REQUIRED BY THE PLUMBING INSPECTOR. THE DOMESTIC WATER SYSTEM SHALL BE TESTED BY CHARGING THE ENTIRE SYSTEM WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. THE SYSTEM SHALL REMAIN CLOSED FOR A PERIOD OF TWENTY—FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. ALL WATER PIPING SHALL BE TESTED TO A 125 PSI HYDROSTATIC PRESSURE. THE NATURAL GAS SYSTEM SHALL BE SUBJECTED TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR AND THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG; AND/OR SHALL BE TESTED PER GAS COMPANY REQUIREMENTS. 15B 2-1 PIPING MATERIALS. ALL MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL. CODE AUTHORITIES. CONTRACTOR SHALL VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD AND HOT): ALL DOMESTIC WATER PIPING INSTALLED ABOVE THE SLAB, WITHIN THE BUILDING, SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. DOMESTIC WATER PIPING INSTALLED BELOW BASE SLAB OR BELOW GRADE SHALL BE TYPE "K" COPPER TUBING. CARE SHALL BE TAKEN TO INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING SLAB. ALL DOMESTIC WATER PIPING INSTALLED BELOW GRADE SHALL HAVE ADEQUATE COVER TO PREVENT FREEZING. PROVIDE THRUST BLOCKS, ETC. AS REQUIRED. SOIL WASTE AND VENT: ALL SOIL, WASTE AND VENT PIPING BELOW GROUND AND INSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC PIPING WHERE APPROVED BY CODE AND LANDLORD REQUIREMENTS. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS.) "NO—HUB" SYSTEM IS PERMITTED ABOVE BASE SLAB (NOT BELOW SLAB) WHERE ALLOWED BY CODE. STANDARD WEIGHT CAST IRON WITH CAST IRON DRAINAGE FITTINGS SHALL BE USED WHERE PVC OR ABS PIPING IS NOT PERMITTED. EXTERIOR WASTE PIPING FROM POINTS NOTED OUTSIDE THE BUILDING WALL, SHALL BE DRAINAGE TYPE PVC PLASTIC TO ITS POINT OF TERMINATION. VITRIFIED CLAY TILE DRAINAGE PIPING IS PERMITTED EXTERIOR TO THE BUILDING. NATURAL GAS: GAS PIPING ABOVE GROUND SHALL BE STANDARD WEIGHT BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS, OR STANDARD WELDED FITTINGS. UNIT CONDENSATE DRAIN: UNIT CONDENSATE DRAIN PIPING INSTALLED WITHIN THE BUILDING SHALL BE TYPE "M" FOR 1" AND SMALLER OR "DWV" FOR 1-1/4" AND LARGER HARD TEMPER COPPER TUBE WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. INSTALL CLEANOUTS AT ALL ELBOWS AND TURNS GREATER THAN 45 DEGREES. UNIT CONDENSATE DRAIN PIPING INSTALLED OUTSIDE THE BUILDING AND ABOVE GROUND SHALL BE SCHEDULE 40 PVC, WHERE ALLOWED BY CODE. TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN ON DRAWINGS. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS). 15B 2-2 PIPING AND EQUIPMENT INSULATION, ALL DOMESTIC COLD WATER PIPING AND UNIT CONDENSATE DRAIN PIPING (WITHIN BUILDING): 1/2" CERTAINTEED OR EQUAL OWENS— CORNING OR ARMSTRONG, ONE—PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF—SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT WHERE PIPING IS EXPOSED AT FIXTURES. ALL DOMESTIC HOT WATER: 1" CERTAINTEED OR EQUAL OWENS— CORNING OR ARMSTRONG, ONE—PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF—SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT WHERE PIPING IS EXPOSED AT FIXTURES. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL PREMOLDED INSULATING FITTINGS. INSULATION SHALL BE INSTALLED IN A PROFESSIONAL, NEAT APPEARING MANNER; POOR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. THE COMPLETE PIPING INSULATION INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 15B 2-3 PIPING JOINTS. COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN STRICT COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. JOINTS SHALL BE MADE UP TIGHT WITH GRAPHITE BASE PIPE JOINT COMPOUND AND EXPOSED THREADS OF FERROUS PIPE SHALL BE PAINTED WITH ACID—RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP—WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. STEEL PIPE: WELDED JOINTS SHALL BE OF THE BUTT WELDED SINGLE "VEE" TYPE. PIPE SHALL BE BEVELED AT A 45 DEGREE ANGLE TO WITHIN 1/16- OF THE INSIDE WALL, AND THE WELD SHALL BE BUILT UP TO ONE FOURTH GREATER DEPTH THAN THE PIPE WALL THICKNESS. WELDING SHALL BE EITHER ELECTRIC OR OXY—ACETYLENE, PERFORMED IN CONFORMANCE WITH THE ASME CODE FOR PRESSURE PIPE WELDING, AND ONLY BY EXPERIENCED CERTIFIED WELDERS. CAST IRON PIPE: JOINTS IN BELL AND SPIGOT CAST IRON SOIL PIPE SHALL BE OF SOFT PIG LEAD AND OAKUM OR HEMP, WITH THE LEAD NOT LESS THAN 1" DEEP AND INSTALLED IN ONE POUR. NEOPRENE COMPRESSION GASKETS (TYSEAL OR EQUAL) ARE APPROVED FOR HUBBED SOIL PIPE. CAST IRON BOLTED COUPLING WITH NEOPRENE COMPRESSION GASKETS MAY BE USED TO JOIN HUBLESS SEWER PIPE, MG PIPING PRODUCTS, TYLER, OR APPROVED EQUAL. STANDARD CISPI 310-85 COUPLING MAY BE USED TO CONNECT HUBLESS SEWER PIPE, HUSKY OR APPROVED EQUAL. 156 2-4 PIPING INSTALLATION. GENERAL: ALL PIPE SHALL BE CLEANED THOROUGHLY PRIOR TO INSTALLATION, AND ENDS OF PIPE SHALL BE REAMED AND ALL BURRS REMOVED. PIPING SHALL BE CUT ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB; SHALL BE INSTALLED WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED, AND SHALL NOT BE SPRUNG OR BENT. ALL PIPING SHALL BE NEATLY ALIGNED, SECURELY CONNECTED, AND WELL SUPPORTED FROM THE BUILDING STRUCTURE WITH HANGERS AS REQUIRED. ALL PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES SHALL BE PROVIDED WITH CHROMIUM PLATED ESCUTCHEONS. PIPES PASSING THROUGH FLOORS SHALL BE RUN FREE, USING PIPE SLEEVES, AND SHALL NOT BE GROUTED IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. PIPING SHALL BE INSTALLED CONCEALED IN FINISHED SPACES AND WHEREVER POSSIBLE. AT ALL POINTS WHERE FERROUS AND COPPER PIPING CONNECT, THE CONNECTION SHALL BE MADE THROUGH AN INSULATED PIPE UNION, WITH ZINC—PLATED STEEL BODY, THREADED NYLON INSERT AND INSULATING—PRESSURE GASKET. NO FERROUS METAL—TO—COPPER CONNECTION, MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGERS: PIPE HANGERS FOR FERROUS OR INSULATED PIPE SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE OR B—LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. PROVIDE SHEET METAL SHIELDS FOR INSULATED PIPING AT EACH HANGER. PIPE HANGERS FOR BARE COPPER TUBE SHALL BE B—LINE #83170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. SPACE HANGERS AT INTERVALS DESCRIBED ON THE DRAWINGS, AS REQUIRED TO AVOID SAG, PREVENT VIBRATION, AND ALLOW ACCURATE LEVELING OR GRADING. PERFORATED STRAP IRON HANGERS ARE NOT PERMITTED. BEAM CLAMPS SHALL BE B—LINE #B3031 OR #B3033 AS REQUIRED. PIPE STANDS FOR HORIZONTAL FERROUS OR INSULATED PIPING ABOVE THE FLOOR SHALL BE B—LINE 83093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. RISER CLAMPS FOR VERTICAL PIPING SHALL BE B3373 FOR FERROUS PIPING AND B3373CT FOR COPPER PIPING RISERS. OTHER ACCEPTABLE MANUFACTURERS ARE GRINNELL AND UNISTRUT. CONCRETE INSERTS, WHERE REQUIRED, SHALL BE B—LINE #3014 MALLEABLE IRON SINGLE TYPE WITH MALLEABLE IRON NUT OR EQUAL BY GRINNELL, MIDWEST, TRUSCON OR UNITSTRUT. SUPPORT EXPOSED COPPER BE 2" AND SMALLER TO WALLS OR IN CHASES WITH B—LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B—LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U—BOLTS SIZED TO BEAR ON THE PIPE. SOIL AND WASTE: ALL SOIL AND WASTE PIPING SHALL BE GRADED TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. SUPPORT AT EACH JOINT. ALL CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS SHALL BE MADE WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". ALL CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR IN THE HORIZONTAL SHALL BE MADE WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS) AND "Y" FITTINGS. UNDERGROUND PIPE SHALL BE INSTALLED WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND HOLES SHALL BE EXCAVATED FOR THE PIPE BELLS. PIPING SHALL BE LAID IN A STRAIGHT LINE AND GRADED UNIFORMLY TO LINE WITH BATTEN BOARDS SET NOT OVER 24'-0" APART. OPEN ENDS OF PIPE SHALL BE CLOSED WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. SPIGOTS SHALL BE CENTERED ACCURATELY IN BELLS FOR UNIFORM CAULKING. A SMOOTH AND UNIFORM INVERT SHALL BE PROVIDED IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS WILL NOT BE PERMITTED. SOIL AND WASTE LINES SHALL BE LOCATED IN GENERAL AS SHOWN ON THE DRAWINGS. THE EXACT LOCATIONS SHALL BE DETERMINED BY THIS CONTRACTOR IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE AND TO INSURE DRAINAGE. CONTRACTOR SHALL VERIFY THAT INSTALLATION WILL TIE INTO THE INDICATED CITY SEWER CONNECTION ELEVATION POINT PRIOR TO INSTALLATION. IF THE WASTE LINE WILL NOT TIE INTO TERMINATION ELEVATION WHILE MAINTAINING PROPER FALL, THE CONTRACTOR SHALL NOTIFY THE PLUMBING ENGINEER AND THE CIVIL ENGINEER SO THAT AN ALTERNATE ROUTING MAY BE WORKED OUT. BELOW GROUND INSTALLATION FOR WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24'-0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE DETERMINED. ABOVE GROUND INSTALLATION FOR WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: ALL PLUMBING VENTS SHALL BE CONNECTED AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION, AND SHALL BE EXTENDED FULL SIZE THROUGH THE ROOF LINE. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE. FLASHINGS SHALL BE TURNED DOWN INTO STACKS AT LEAST 2", AND SHALL BE EXTENDED 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. WHITE LEAD PIPE DOPE SHALL BE APPLIED ON ALL MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT CONNECTIONS SHALL BE INSTALLED ON ALL FIXTURES AND EQUIPMENT CONNECTED TO SOIL AND WASTE PIPING, AND ALL FLOOR DRAINS SHALL BE VENTED OR CONNECTED TO A VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE ARRANGED TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM; ALL SUPPLY PIPES TERMINATING AT VALVES OR FIXTURES SHALL BE PROVIDED WITH ENCLOSED PIPE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18" LONG, TO PREVENT WATER HAMMER. AT LEAST ONE PIPE UNION SHALL BE INSTALLED ADJACENT TO ALL VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. UNIONS SHALL BE OF THE GROUND JOINT TYPE. ALLOWANCE SHALL BE MADE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, PIPING SHALL BE HELD AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL; INSULATION BATT OR OTHER INSULATION (MINIMUM R8) SHALL BE INSTALLED BETWEEN PIPING AND THE EXTERIOR WALL FACE. NATURAL GAS: ALL NATURAL GAS PIPING SHALL BE PITCHED, AND ACCESSIBLE DRIP PIPES SHALL BE INSTALLED AT THE LOW POINTS. BRANCHES SHALL TAKE OFF FROM THE TOP OR SIDES OF CONNECTING PIPES, TO PREVENT ACCUMULATION OF WATER IN THE BRANCHES. ALL GAS PIPING VALVES AND UNIONS SHALL BE FULLY ACCESSIBLE. NO GAS PIPING SHALL BE INSTALLED BELOW THE BASE SLAB. KITCHEN FIXTURE SUPPLIER SHALL FURNISH UL/NSF APPROVED CORRUGATED STAINLESS STEEL, POLY—VINYL COATED FLEXIBLE GAS APPLIANCE CONNECTORS WITH QUICK DISCONNECTS AND RESTRAINT CABLES FOR INSTALLATION BY THE PLUMBING CONTRACTOR. 15B 2-5 PIPING STERILIZATION. STERILIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. SOLUTION SHALL REMAIN IN THE SYSTEM A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL T'MES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B 2-6 BEVERAGE CONDUIT. BEVERAGE CONDUIT BELOW GROUND AND INSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC MEETING NEMA TC -2 AND NEC 347. 1583 PLUMBING SPECIALTIES. 15B 3-1 AIR CHAMBERS, WATER HAMMER ARRESTORS, AND TRAPS. PROVIDE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18" LONG OR PER LOCAL AUTHORITIES REQUIREMENTS, AT SUPPLY PIPES TERMINATING AT FIXTURES TO PREVENT WATER HAMMER. PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER. ARRESTORS SHALL BE JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, SIOUX CHIEF, WADE, WATTS, OR ZURN, STAINLESS STEEL BELLOWS TYPE, OR 0—RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS. INSTALLATION OF ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL AIR CHAMBERS AT EACH BATTERY FIXTURE. PROVIDE WATER—SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME—PLATED BRASS. PROVIDE TRAPS SHALL BE OF THE CONVENTIONAL "P" TYPE, WATER— SEALED SELF—CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 15B 3-2 CLEANOUTS AND FLOOR DRAINS. ALL CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE BY ONE MANUFACTURER. ACCEPTABLE MANUFACTURERS INCLUDE JAY R. SMITH, JOSAM, WADE, OR ZURN. CLEANOUTS SHALL BE INSTALLED AT POINTS AS NOTED ON THE DRAWINGS, AS WELL AS AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT OTHER POINTS AS REQUIRED FOR EASY SYSTEM MAINTENANCE. CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES ABOVE 4". IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION, AND TO ROUGH—IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. EACH EXTERIOR CLEANOUT SHALL BE EMBEDDED IN A 12" X 12" X 12" BLOCK OF CONCRETE, FLUSH WITH FINISHED GRADE. GREASE ALL CLEANOUT PLUGS. FLOOR DRAINS SHALL BE AS SCHEDULED ON THE DRAWINGS. 15B 3-3 VALVES, STRAINERS. HOSE BIBBS, AND UNIONS. ALL PLUMBING SYSTEM VALVES SHALL BE CRANE COMPANY OR NIBCO OF MODELS HEREIN SPECIFIED, OR APPROVED EQUAL BY GRINNELL, HAMMOND, WALWORTH, STOCKHAM OR MUELLER VALVES. ALL VALVES SHALL BE OF THE BEST QUALITY, DESIGNED FOR 125 PSI STEAM WORKING PRESSURE. VALVES SHALL BE INSTALLED ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. GATE VALVES: CLASS 125, SIZE 2-1/2" AND SMALLER SHALL BE CRANE #1701 OR NIBCO T113, NON—RISING STEM, SCREWED BRASS BODY AND PARTS, WITH WEDGE DISC. GATE VALVES 3" AND LARGER SHALL BE CRANE #465-1/2 OR NIBCO 617-0, O.S. & Y., IRON BODY FLANGED WEDGE GATE WITH BRASS SEATS AND STEM. BALL VALVES (MAY BE USED IN LIEU OF GATE VALVES): 2" AND SMALLER, NIBCO #T580; TWO PIECE BRONZE BODY, WITH SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 400 PSI, BLOW—OUT PROOF STEM. GLOBE VALVES: CLASS 125, SIZE 2-1/2" AND SMALLER SHALL BE CRANE #1310 OR NIBCO T-211, SCREWED BRASS BODY AND BRASS DISC. GLOBE VALVES 3" AND LARGER SHALL BE CRANE #351 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES: FOR INSTALLATION IN HORIZONTAL PIPE RUNS ONLY, SHALL BE OF THE "SWING DISC" DESIGN; SIZE 2-1/2" AND SMALLER, SHALL BE CRANE #137 OR NIBCO T-413 WITH SCREWED BRONZE BODY AND BRONZE DISC. CHECK VALVES 3" AND LARGER SHALL BE CRANE #373 OR NIBCO F-918 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES FOR INSTALLATION IN VERTICAL PIPE RUNS SHALL BE OF THE "VERTICAL LIFT" DESIGN; SIZE 2-1/2" AND SMALLER SHALL BE CRANE #29 OR NIBCO #T-480 WITH SCREWED BRONZE BODY AND BRONZE DISC. VERTICAL CHECK VALVES 3" AND LARGER SHALL BE CENTER GUIDED. CHECK VALVES SHALL BE CLASS 125. GAS COCKS: SIZE 2-1/2" AND SMALLER SHALL BE HOMESTEAD # 611, SCREWED IRON BODY WITH BRASS TRIM AND FLAT HEAD. GAS COCKS 3" AND LARGER SHALL BE HOMESTEAD # 612 FLANGED SEMI— STEEL BODY WITH IRON TRIM AND SQUARE HEAD. APPROVED EQUAL BY MCDONALD, ROCKWELL—NORDSTROM OR DEZURIK. STRAINERS: SIZE 2-1/2" AND SMALLER SHALL BE WATTS #745 WITH SCREWED IRON BODY, BRASS CAP AND MONEL 40 MESH SCREEN. STRAINERS 3" AND LARGER SHALL BE WATTS #77F—D WITH FLANGED IRON BODY, BOLTED IRON CAP AND STAINLESS STEEL SCREEN WITH 1/16- PERFORATIONS. ALL STRAINERS SIZE 3" AND LARGER SHALL HAVE A 1" BLOW—OFF LINE WITH A 1" GATE VALVE CONNECTED TO THE BLOW— OFF CONNECTION AND SHALL BE EXTENDED TO THE NEAREST FLOOR DRAIN. DRAIN VALVES AND INTERIOR HOSE BIBBS: WOODFORD #24P OR WATTS #SC8-6 WITH ROUGH BRASS BODY, 1/2" SCREWED INLET, WITH 3/4" HOSE THREAD OUTLET, SCREW—ON VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. EXPOSED INTERIOR HOSE BIBBS: CHICAGO #952 OR T & S BRASS #B720 WITH CHROME PLATED BRASS BODY, 3/4" SCREWED INLET, 3/4" HOSE THREAD OUTLET, INTEGRAL VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. WALL HYDRANTS: JAY R. SMITH #5609—QT "NON—FREEZE" SURFACE TYPE WITH CAST BRONZE SATIN NICKEL PLATED FACE, WITH INTEGRAL VACUUM BREAKER, 3/4" HOSE CONNECTION, ADJUSTABLE WALL CLAMP, REMOVABLE KEY HANDLE OPERATOR; OR EQUAL BY WOODFORD, JOSAM, WADE, OR ZURN. PROVIDE ACCESSIBLE STOP VALVE INSIDE BUILDING. UNIONS: FERROUS UNIONS SHALL BE CRANE OR EQUAL, COMBINATION IRON AND BRASS, GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. GAS LINE PRESSURE REGULATORS: GAS LINE PRESSURE REGULATORS SHALL BE BY EQUIMETER, FISHER, MAXITROL OR AMERICAN METER COMPANY WITH CAPACITIES AS SCHEDULED ON THE DRAWINGS. REGULATORS SHALL BE SINGLE STAGE, STEEL JACKETED, CORROSION— RESISTANT TYPE WITH INTERSTITIAL RELIEF VALVE WITH ATMOSPHERIC VENT, ELEVATION COMPENSATOR; WITH THREADED ENDS, FOR INLET AND OUTLET. 15B 3-4 SYSTEM ACCESSORIES. THERMOMETERS SHALL BE AMERICAN 3" BI—METAL DIAL WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PRESSURE GAUGES SHALL BE ASHCROFT 3" DIAL TYPE WITH SHUT—OFF COCK, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. TRAP PRIMERS SHALL BE PRECISION PLUMBING PRODUCTS "PRIME RITE" WITH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. 1584 PLUMBING FIXTURES AND EQUIPMENT. 15B 4-1 PLUMBING FIXTURES. FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES AS SCHEDULED, OR APPROVED EQUAL AMERICAN—STANDARD, KOHLER, ELKAY, STERN—WILLIAMS, CRANE, OR JUST. ALL FIXTURES SHALL BE OF SAME MANUFACTURER WHERE POSSIBLE. SEE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. ALL FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO ALL REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, AND LEFT READY FOR USE AND SHALL BE LEFT CLEAN. ALL EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME—PLATED, AND SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. ALL CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. ALL FIXTURES FITTING AGAINST WALLS SHALL HAVE GROUND BACKS. 9 1�0� Schnackel engimem, o New York m Omaha ® LosAngeies o 800-581-0%3 wwwschnackei.,com 15B 4-2 PLUMBING FIXTURE TRIM. FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD FREE STANDARDS OF ANSI/NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. FURNISH AND INSTALL CHICAGO FAUCETS AS SCHEDULED OR APPROVED EQUAL BY KOHLER, SPEAKMEN OR T & S BRASS. FIXTURE P—TRAPS SHALL BE CHROME PLATED BRASS BODY, WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND, WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE BY EBC, ELJER, KOHLER, OR MCGUIRE. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE CHROME PLATED BRASS ANGLE TYPE WITH LOOSE KEY AND FULL TURN BRASS STEM, 3/8" IPS INLET, SHALLOW STEEL FLANGE, 3/8" CHROME PLATED: COPPER RISER FLANGE, FINAL CONNECTION AS REQUIRED BY CHICAGO, EBC, ELJER, KOHLER, OR MCGUIRE. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1-1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER BY CHICAGO, EBC, ELJER, MCGUIRE OR T & S BRASS. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1-1/2" X 4" LONG: SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY EBC, ELJER, KOHLER OR MCGUIRE. 15B 4-3 GAS FIRED WATER HEATER WATER HEATERS SHALL BE AS SCHEDULED ON THE DRAWINGS OR EQUAL MANUFACTURED BY STATE OR BRADFORD WHITE. 15B 4-4 WATER HEATER ACCESSORIES RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210 F AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. EXPANSION TANK: EXPANSION TANKS SHALL BE AMTROL "THERM—X— TROL" AS SCHEDULED ON THE DRAWINGS OR EQUAL BY ARMSTRONG, BELL & GOSSETT OR TACO. ALL UNITS SHALL BE CONSTRUCTED OF WELDED CARBON STEEL, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH TO A PRESSURE EQUAL TO THE STATIC WATER PRESSURE. VACUUM RELIEF VALVE: WATTS #N36 OR WILKINS #VR -10 WITH BRONZE BODY AND SILICON DISC. VALVE SHALL OPEN AT 0.5"HG VACUUM AND BE RATED FOR 200 PSIG WORKING PRESSURE AND 2507 TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. 15B 4-5 EQUIPMENT FURNISHED BY OTHERS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ROUGHED—IN WASTES, VENTS AND WATER SERVICES, AND SHALL COMPLETELY INSTALL AND CONNECT THE VARIOUS SINKS, PLUMBING AND KITCHEN EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT PROVIDED WITH THE EQUIPMENT INCLUDING TRAPS, STOP VALVES, PRV'S, INDIRECT WASTE TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. INSTALL THE EMERGENCY NATURAL GAS SHUTOFF VALVE FURNISHED BY THE FOOD SERVICE EQUIPMENT CONTRACTOR WITH EXHAUST HOOD FIRE EXTINGUISHING SYSTEM. THE VALVE SHALL HAVE A CLEARLY MARKED OPEN/CLOSED INDICATOR AND SHALL SHUTOFF THE FUEL SOURCE TO COOKING EQUIPMENT UPON DETECTION OF FIRE. 3 _40- . `' . 1_111_1' 1. — ,y \, V PANDA PTiURAI�UP I;`:"' '1683 Walnut Grove Ave. Roserl' oad, 0all;Orda 91770 Telephone: 62.799.9898 Focsirnl;e: 626.372.8288 A.17:1 , : ' I , .i -,, r__, Ali la:,:c T-1 . vnd dans indicated or represented by this droving are +he property of Pando Express Inc. and were created for use on tt,is snr-��rc : . ,-:7, Ns nn of these ideas, designs, arrangernents or,plans may ba used by or disclosed to any person, firm, or corporation, without the written cerrnission of Panda Express Inc. REVISIONS: ISSUE DATE: 1ST PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: LAM PANDA FROJEG 7 ': S4 -10-'D2282 ARCH PROJECT #: 09044.009 ARCH I_I FCl" rU_ __ am m F = 4 -1, �" - Ve �., 'r -,„ .f_: ��r cIn 1 10955 LOWE±LL AVENUE, yl, 11,1° 700 OVERLAND D PARK, KS 666-210 ph: 913.649.8181 o fx: 913.649.1275 Sy AMP: her:,"y :s ify that this Man, sp-*.y3Roaticn, or repurt wus prepared by me or under my dirty:. super rear and that I am o duly Repleterad Profas�l. Engl+:as under the Iavre of the States of Minnesota. • . ., r'1 PAN D� � 0 i.1 1_4v EA AN PROMENADE- CNII 127 r'R�;IEIE'LA; € —_ SUITE' 15 � ) EAGAN, MN 55121 - .,min NIN =� r .ate. i 1 J' L,m 6 a 1 e`-.4 L I. - PLUNIU'i �G ,..1-11 - SPECIFICATIOW3 ,1 ..,� s :t ' .rR i !L$�! � 'kg�� ,{: •= 21ii Cdr t' `f'stii �;.6 �k.. �... x =�;i A EXI STAT NG CONDITIONS ARE BASED ON SHELL BUILDING Ari'Ci7) ',LCTURAL DRAWINGS PROVIDED BY THE TENANT. CONTRACTOR ,'NAI./-. ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL E ENSE TO THE TENANT. B. kECH4N'IC,4a_ C`ONTRACTO'R TO INSTALL HVAC DUCTWORK PER LOCAL CODE. C. DUCT H.AN(,EP.S .SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. D.ri'rC; i'il�!'4 AL CONTRACTOR SHALL FIELD COORDINATE WI TH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS. E. MECHANICAL CONTRACTOR SHALL PROVIDE TENA NT WI TH A WRITTEN TWO (2) YEAR MANUFACTURING WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND / OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LA MA T RIALS AND THREE (3) ROUTINE SERVICES WITH FIL TER CHANGES DURING A ONE (1) YEAR PERIOD. F. AT THE COMPLETION OF CONSTRUCTION, AN INDEPENDENT AABC OR NEBP, CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE TENANT. G. VERIFY ALL EXISTING CONDITIONS IN THE FIELD BEFORE BID. NOTIFY ARCHITECT IMMEDIA TEL Y IF CONFLICT EXISTS. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR I,NSTALLA TION/CONSTRUCTION OF NEW WORK. H. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH FLEXIBLE CONNECTORS. %, ALL DUCT DIMENSIONS SHALL BE INSIDE DIMENSIONS. ALL SUPPLY DUCTWORK SHALL BE LINED WITH 1-112- ACOUSTICAL DUCT LINER OR WRAPPED WITH H 1-1/2 " THICK FIRE RETARDENT FIBERGLASS WITH A REINFORCED ALUMINUM FOIL JACKET AND SHALL BE APPROVED FOR USE BY SMACNA. J. COORDI NA TE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. K, PARTS OF BUILDING SYSTEMS THAT FALL INTO LEASE LINE SHALL REMAIN UNDISTURBED. L. DU NOT ATTACH ANYTHING TO DECK ABOVE. ATTACH TO STRUCTURE (l . o BEARS, JOISTS) ONL Y. M,. TF -VANT '.S ! cUVTRACTOR SHALT. BE RESPONSIBLE FOR THE FIELD bLRIFJCA TIGi,' OF ALL J7IL IT-" ,RUNS AND/OR OTHER IMPROVEMENTS LOCA TED ON THE FREI 15ES. TENANT 'S CONTRACTOR SHALL ALSO BE n ` SN'ONSIBL :'; FOR ASL GUS. "S P.LLA TI NG TO THE REL OCA TION OF, 1.,40 Tn ?EPA IR OF ANY EXISTING UTILITY RUNS AND/OR I64rfC0VLMt*1V,S &LilCH Ar?c :)AMA6-FD AS A RESI/LT OF TENANT'S WORK I;A' 01? AF -,17 -,,AO THE FEki(SF5, �v'. '.';OVT-01E Rc'`i.1TEOLtJM;� _;A F'F`ti" C'U 7R01- MANUFACTURED BY YOUNG 2E�UL. ; rR =)R UN! TEZ) E,NEP I . F?R J.AMPERS' LOCATED ABOVE INACCF- 5513' E CEILINGS. o , `, CHANICAL FLOOR PLAN — GENERAL { GENERAL NOTES MECHANICAL SYMBOL LEGEND 4 GYM B OL -S3 1. INSTALL GREASE EXHAUST HOODS FURNISHED BY PANDA EXPRESS. H E A T I N G— V E N T I L A T I N G— AIR CONDITIONING SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION - -f ---y-- STEAM LOW PRESSURE)- STEAM MEDIUM PRESSURE) AUTOMATIC CONTROL VALVE ® SUPPLY DUCT (SA) FURNISH AND INSTALL 22'x 12" GREASE EXHAUST DUCT FROM INLET STEAM HIGH PRESSURE L- PRESSURE REGULATING VALVE (PRV) EXHAUST OR FRESHNA RRDUCT (RA OR EA) - - -i - -: - CONDENSATE PRESSURE ) CONDENSATE �tLI'E�WDIUMPRESSURE) oR ® SAFETY RELIEF VALVE ST SOUND TRAP -/<- -f/ - CONDENSATE HIGH PRESSURE)BLOW OFT VALVE --nY�-' &T WATER SUPPLY (HEATING) o, -SHR F AND T TRAP (CAP. #/HR) CONSTRUCTION. SEE EXHAUST FAN AND HOOD DETAIL DRAWINGS ON CFMSUPPLY I SIZE REGISTER OR GRILLE (R OR G) - -HWR- ^-- HOT WATER RETURN (HEATING) ----a THERMOSTATIC TRAPS. —EG— ' ETH Y' ENE GLYCOL SUPPL) I P. STATIC PRESSURE I CFM REGISTER OR GRILLE (R OR G) - -EG--RETURN ,H' -ENE GLYCOL RETURN x� CIRCUIT SETTER FLOW CONTROL VALVE SIZE INCH FOIL FACED THERMAL -CERAMIC INSULATION FOR GREASE DUCTS. CFM I SIZE FRESH AIR INTAKE (FA) _ --CWS--- CHILLED WATER SUPPLY --�— AIR BLEEDER VALVE (RADIANT PANEL) - -CWR-- - CHILLED WATER RETURN �- AIR ELIMINATOR ROUND CEILING DIFFUSER CONDENSATE OR VACUUM SHEETS M-2. 1, AND M-4. 0, AND M-4. 1. (SUPPLY) FURNISH AND INSTALL ONE 7 -DA Y PROGRAMMABLE THERMOSTA T FOR w _.. EQMP DISCHARGE EACH ROOFTOP UNI T A T THIS LOCA TION. THERMOS TA T SHALL BE AUTOMATIC BALANCING VALVE ROUND CEILING DIFFUSER (SUPPLY AND RETURN) --H- HUMIDIFICATION LINER ter- SOLENOID VALVE (REFRIGERANT) --FOS— FUEL OIL SUPPLY THERMOSTATIC EXPANSION VALVE (REFR.) �,� SQUARE CEILING DIFFUSER --FOR---- FUEL OIL RETURN (51 BACK PRESSURE VALVE (SUPPLY) DUCT MOUNTED SMOKE DETECTOR AT MAIN RETURN AIR DUCT PER THE - -FOV- - FUEL OIL VENT-, 2007 MINNESOTA MECHANICAL CODE FURNISHED WITH THE EQUIPMENT. SIGHT GLASS y, _ SQUARE CEILING DIFFUSER (SUPPLY AND RETURN) �'� --G--- GAS UNE �— PIPE OR ROUND DUCT RISER SQUARE CEILING DIFFUSER ---RL-- _ _ REFRIGERANT LIQUID LINE FC -1 -� FAN COIL UNIT AND MARK THREE WAY THROW ---RS-- REFRIGERANT SUCTION LINE DAMPER DOWN TO THE 24 "X 12" RISER FROM THE PERFORA TED SUPPL Y SQUARE CEILING DIFFUSER PLENUM. BALANCE TO PROVIDE 1, 105 CFM OF MAKE UP AIR UH -t7 7. TWO WAY THROW --RD--- REFRIGERANT HOT GAS DISCHARGE LINE (❑-- UNIT HEATER -PROPELLER TYPE & MARK AUTOMATIC DAMPER C CONDENSER WATER CUH-t ELECTRICAL CONTRACTOR. REFER TO SHEET M-4.2 FOR ADDITIONAL _ CABINET UNIT HEATER & MARK -Oft- - CONDENSER WATER RETURN FURNISH AND INSTALL J2 "x 16 " MAKE UP AIR DUCT FROM THE MAKE GRAVITY DAMPER —BBO— BOILER BLOW OFF FT -1 MBH FIN TUBE, MARK AND CAPACITY OF ROOF PENETRATION WITH STRUCTURE. ADJUST DUCTWORK AS FR D FIRE DAMPER REQUIRED. ---ES— EXHAUST STEAM C-1 CONVECTOR AND MARK AT THIS LOCATION. MOUNT REMOTE SENSOR IN RETURN AIR — — A CONCENTRIC REDUCER UV—t I UNIT VENTILATOR AND MARK PANDA 'S PROJECT MANAGER BEFORE FINAL INSTALLATION. SEE TEMPERA TURF CONTROL DIAGRAM ON M-2.0 FOR ADDITIONAL e 6 RECTANGULAR DUCT � BD BASEBOARD DIFFUSER -- ECCENTRIC REDUCER E _ ­ FIRST FIGURE IS SIDE SHOWN ROOF. TRANSITION AS REQUIRED AND CONNECT WITH A FLEXIBLE o � - -� UNION - ROUND DUCT: H=HOT S=SUPPLY HEATING RISER NUMBER 12. 6H C=COLD R=RETURN PIPE THROUGH ROOF, INSTALL AND TERMINATE IN ACCORDANCE WITH STRAINER MANUFACTURER 'S RECOMMENDA TIONS AND APPL ICABLE CODES. CANVAS CONNECTION ( EXHAUST FAN RISER NUMBER - -%-" EXPANSION JOINT VOLUME DAMPERELEV AND PLAN) ) BR BASEBOARD RADIATION THERMOSTAT r� ---t TURNING VANES S REMOTE SENSOR THERMOMETER {� PRESSURE GAGE EXTRACTOR A EXI STAT NG CONDITIONS ARE BASED ON SHELL BUILDING Ari'Ci7) ',LCTURAL DRAWINGS PROVIDED BY THE TENANT. CONTRACTOR ,'NAI./-. ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL E ENSE TO THE TENANT. B. kECH4N'IC,4a_ C`ONTRACTO'R TO INSTALL HVAC DUCTWORK PER LOCAL CODE. C. DUCT H.AN(,EP.S .SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. D.ri'rC; i'il�!'4 AL CONTRACTOR SHALL FIELD COORDINATE WI TH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS. E. MECHANICAL CONTRACTOR SHALL PROVIDE TENA NT WI TH A WRITTEN TWO (2) YEAR MANUFACTURING WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND / OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LA MA T RIALS AND THREE (3) ROUTINE SERVICES WITH FIL TER CHANGES DURING A ONE (1) YEAR PERIOD. F. AT THE COMPLETION OF CONSTRUCTION, AN INDEPENDENT AABC OR NEBP, CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE TENANT. G. VERIFY ALL EXISTING CONDITIONS IN THE FIELD BEFORE BID. NOTIFY ARCHITECT IMMEDIA TEL Y IF CONFLICT EXISTS. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR I,NSTALLA TION/CONSTRUCTION OF NEW WORK. H. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH FLEXIBLE CONNECTORS. %, ALL DUCT DIMENSIONS SHALL BE INSIDE DIMENSIONS. ALL SUPPLY DUCTWORK SHALL BE LINED WITH 1-112- ACOUSTICAL DUCT LINER OR WRAPPED WITH H 1-1/2 " THICK FIRE RETARDENT FIBERGLASS WITH A REINFORCED ALUMINUM FOIL JACKET AND SHALL BE APPROVED FOR USE BY SMACNA. J. COORDI NA TE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. K, PARTS OF BUILDING SYSTEMS THAT FALL INTO LEASE LINE SHALL REMAIN UNDISTURBED. L. DU NOT ATTACH ANYTHING TO DECK ABOVE. ATTACH TO STRUCTURE (l . o BEARS, JOISTS) ONL Y. M,. TF -VANT '.S ! cUVTRACTOR SHALT. BE RESPONSIBLE FOR THE FIELD bLRIFJCA TIGi,' OF ALL J7IL IT-" ,RUNS AND/OR OTHER IMPROVEMENTS LOCA TED ON THE FREI 15ES. TENANT 'S CONTRACTOR SHALL ALSO BE n ` SN'ONSIBL :'; FOR ASL GUS. "S P.LLA TI NG TO THE REL OCA TION OF, 1.,40 Tn ?EPA IR OF ANY EXISTING UTILITY RUNS AND/OR I64rfC0VLMt*1V,S &LilCH Ar?c :)AMA6-FD AS A RESI/LT OF TENANT'S WORK I;A' 01? AF -,17 -,,AO THE FEki(SF5, �v'. '.';OVT-01E Rc'`i.1TEOLtJM;� _;A F'F`ti" C'U 7R01- MANUFACTURED BY YOUNG 2E�UL. ; rR =)R UN! TEZ) E,NEP I . F?R J.AMPERS' LOCATED ABOVE INACCF- 5513' E CEILINGS. o , `, CHANICAL FLOOR PLAN — GENERAL { GENERAL NOTES MECHANICAL FLOOR PLAN NOTESO � N I VD W \ 225 CFM 2 -� Z G -J- gl 10"0 SA W/ VD /N � DROP g I 425 CFM II 12 12 D-2 NOTE 9 ^ a ---OA 8225 CFM -870 G-3 4 70 0vIEN's h� l I I I t77i ........... .. VD z I ----- NOTE 7 -� 8�� I VD I 175 8/8 D-3 II RO0 1 I J I 10 r -i - f, ,o T yJ IiI I l I O) r % N ., VD L 20,1/16: S \\ 22 NOTE 10 250 CFM ^ N 10/10 D`-352 1477 vo ii �� !_ r I 12 pro o� 6 / 101 VD_ N ao SER ICE A.RE - W 250 12114 10/10- D-3 lO TE 1 _ _ = VD.._._.M. h rr� S \\\ E22122 0-1 (TT- Z 20/16 I 4-- ------------ SEAQ- A,LL DUCT WORK HV QuTFLRT RE� AINA -- - -- - - - I -.W-- V- I i I I i I I I i ---------I I I F. 1011 I I _.-NOTE 4� ........ 5.3,E CFM 14 14 D-1 l l 2 "01 1 N _ VD 12 "011 -( � I - VD- --- Chi O O.... 10 12 70 I I I I 1 I I MECHANICAL FLOOR PLAN SCALE: 1/4"= V-0" _J a`= I s � T G) 0 0/O .�1 41 DH I NANDA RESTAURANT GROUP INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 FQCSICnile: 626.3-72-8283 2_.8283 All ideas, designs, ar nnr,ement and plawt inch,,.: or represented by this drawing ore Lhe Pl'operty of Panda Express Inc. and were created for use on this specific project. None of These ideas des' " arrangements or plans may a;, used ',y or disclost" to any person, firra, or Qiporot'>n witiout wriqpn permission of Pundo Express Inc. ISSUE DATE: 1ST PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH f PANDA PROJECT ;fir: 34-10-D2«2 ARCH PRt0JE"uT , 09044.009 N—A APOHITE -T- iM µ� fi al 153915 LOWELL AVENUE; SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 a fx: 913.649.1275 STAMP: I hereby certify that this plan, spacifcatwn, or report was prepared by me or under my direct superAsion and that I am a duly Registered Prefasalonal Englnsw under the taws of tha State of Mtinrks-wta, Grafi Schnocka _........_._ 5�..—.—. Date 10/27i2Wg,__. Registration jk ,_ MECHANICAL SYMBOL LEGEND 4 N07E2- NOTE 8- 1. INSTALL GREASE EXHAUST HOODS FURNISHED BY PANDA EXPRESS. EXHAUST HOODS SHALL BE CAPTI VEA IRE AS SCHEDULED ON SHEETS M- 4.0. SUPPORT FROM STRUCTURE ABOVE WITH UNISTRU T AND ALL— THREAD ROD. MOUNT HOOD PER THE 2007 MINNESOTA MECHANICAL CODE REQUIREMENTS. SEE SHEETS M-2. 1 AND M-4. 0 FOR NO TE L—< ADDITIONAL REQUIREMENTS. — — 2. FURNISH AND INSTALL 22'x 12" GREASE EXHAUST DUCT FROM INLET OF ROOF MOUNTED GREASE EXHAUST FAN DOWN TO THE 22 "x 12 " EXHAUST HOOD COLLAR. TRANSITION AS REQUIRED. PROVIDE J— INCH FOIL FACED THERMAL —CERAMIC INSULATION FOR GREASE DUCTS. INSULA TION SHALL MEET NFPA 96 AND ASTM =36 REQUIREMENTS. FABRICA TE DUCT FROM 16 GAUGE STEEL WI TH WELDED SEAM NOTE 8- CONSTRUCTION. SEE EXHAUST FAN AND HOOD DETAIL DRAWINGS ON SHEETS M-2. 1, AND M-4. 0, AND M-4. 1. NO TE J- J. FURNISH AND INSTALL 22 "x 10 " GREASE EXHAUST DUCT FROM INLET OF ROOF MOUNTED GREASE EXHAUST FAN DOWN TO THE 22 "x 10 " EXHAUST HOOD COLLAR. TRANSITION AS REQUIRED. PROVIDE J - INCH FOIL FACED THERMAL -CERAMIC INSULATION FOR GREASE DUCTS. INSULA TION SHALL MEET NFPA 96 AND ASTM E2JJ6 REQUIREMENTS. FABRICA TE DUCT FROM 16 GAUGE STEEL WITH WELDED SEAM CONSTRUCTION. SEE EXHAUST FAN AND HOOD DETAIL DRAWINGS ON SHEETS M-2. 1, AND M-4. 0, AND M-4. 1. 4. FURNISH AND INSTALL ONE 7 -DA Y PROGRAMMABLE THERMOSTA T FOR EACH ROOFTOP UNI T A T THIS LOCA TION. THERMOS TA T SHALL BE EQUIPPED WITH AUTO SET -BACK AND SHALL BE PROVIDED WITH A REMOTE TEMPERA TORE SENSOR. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR. THE REMOTE SENSORS SHALL BE LOCA TED AS INDICA TED ON THE MECHANICAL FLOOR PLAN, OR AS OTHERWISE INDICA TED BY THE TENANT REPRESENTA TI VE. 5. DUCT MOUNTED SMOKE DETECTOR AT MAIN RETURN AIR DUCT PER THE 2007 MINNESOTA MECHANICAL CODE FURNISHED WITH THE EQUIPMENT. FINAL WIRING CONNECTIONS SHALL BE BY ELECTRICAL CONTRACTOR. DETECTORS SHALL BE INTERLOCKED TO SHUT DOWN ROOFTOP UNITS UPON DETECTION OF SMOKE. PROVIDE AND INSTALL ALL CONTROL WIRING NECESSARY TO PERFORM THIS OPERATION. 6, FURNISH AND INSTALL 14 "x 12 " MAKE-UP AIR DUCT WI TH VOL UME DAMPER DOWN TO THE 24 "X 12" RISER FROM THE PERFORA TED SUPPL Y PLENUM. BALANCE TO PROVIDE 1, 105 CFM OF MAKE UP AIR 7. CONTRACTOR SHALL UNDERCUT DOOR J14 ". 8. DUCT THERMOSTA T FURNISHED BY THE OWNER AND INSTALLED BY THE MECHANICAL CONTRACTOR. WIRE CONNECTIONS ARE BY THE ELECTRICAL CONTRACTOR. REFER TO SHEET M-4.2 FOR ADDITIONAL INFORMA TION. 9. FURNISH AND INSTALL J2 "x 16 " MAKE UP AIR DUCT FROM THE MAKE UP A IR UNI T (MA -1) ON ROOF. TRA N51 TION AS REQUIRED AND CONNECT WITH FLEXIBLE CONNECTOR. COORDINATE EXACT L OCA TION OF ROOF PENETRATION WITH STRUCTURE. ADJUST DUCTWORK AS REQUIRED. 10. INSTALL A NEW REMOTE TEMPERA TORE SENSOR FOR THE ROOFTOP UNI T AT THIS LOCATION. MOUNT REMOTE SENSOR IN RETURN AIR DUCTWORK. FIELD VERIFY EXACT LOCATION OF REMOTE SENSOR W/ PANDA 'S PROJECT MANAGER BEFORE FINAL INSTALLATION. SEE TEMPERA TURF CONTROL DIAGRAM ON M-2.0 FOR ADDITIONAL INFORMA TION. 11. FURNISH AND INSTALL 1070 EXHAUST AIR DUCT UP TO EF -3 ON E _ ­ ROOF. TRANSITION AS REQUIRED AND CONNECT WITH A FLEXIBLE E E'hJ IPP VESTIBULE CONNECTOR. 12. FURNISH AND INSTALL 4 "0 CA TEGORY III STA IA/LESS STEEL VENT PIPE THROUGH ROOF, INSTALL AND TERMINATE IN ACCORDANCE WITH MANUFACTURER 'S RECOMMENDA TIONS AND APPL ICABLE CODES. - -- ......_ --' MECHANICAL FLOOR PLAN NOTESO � N I VD W \ 225 CFM 2 -� Z G -J- gl 10"0 SA W/ VD /N � DROP g I 425 CFM II 12 12 D-2 NOTE 9 ^ a ---OA 8225 CFM -870 G-3 4 70 0vIEN's h� l I I I t77i ........... .. VD z I ----- NOTE 7 -� 8�� I VD I 175 8/8 D-3 II RO0 1 I J I 10 r -i - f, ,o T yJ IiI I l I O) r % N ., VD L 20,1/16: S \\ 22 NOTE 10 250 CFM ^ N 10/10 D`-352 1477 vo ii �� !_ r I 12 pro o� 6 / 101 VD_ N ao SER ICE A.RE - W 250 12114 10/10- D-3 lO TE 1 _ _ = VD.._._.M. h rr� S \\\ E22122 0-1 (TT- Z 20/16 I 4-- ------------ SEAQ- A,LL DUCT WORK HV QuTFLRT RE� AINA -- - -- - - - I -.W-- V- I i I I i I I I i ---------I I I F. 1011 I I _.-NOTE 4� ........ 5.3,E CFM 14 14 D-1 l l 2 "01 1 N _ VD 12 "011 -( � I - VD- --- Chi O O.... 10 12 70 I I I I 1 I I MECHANICAL FLOOR PLAN SCALE: 1/4"= V-0" _J a`= I s � T G) 0 0/O .�1 41 DH I NANDA RESTAURANT GROUP INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 FQCSICnile: 626.3-72-8283 2_.8283 All ideas, designs, ar nnr,ement and plawt inch,,.: or represented by this drawing ore Lhe Pl'operty of Panda Express Inc. and were created for use on this specific project. None of These ideas des' " arrangements or plans may a;, used ',y or disclost" to any person, firra, or Qiporot'>n witiout wriqpn permission of Pundo Express Inc. ISSUE DATE: 1ST PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH f PANDA PROJECT ;fir: 34-10-D2«2 ARCH PRt0JE"uT , 09044.009 N—A APOHITE -T- iM µ� fi al 153915 LOWELL AVENUE; SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 a fx: 913.649.1275 STAMP: I hereby certify that this plan, spacifcatwn, or report was prepared by me or under my direct superAsion and that I am a duly Registered Prefasalonal Englnsw under the taws of tha State of Mtinrks-wta, Grafi Schnocka _........_._ 5�..—.—. Date 10/27i2Wg,__. Registration jk ,_ A. MECHANICAL CONTRACTOR SHALL FIELD COORDIN4 TE WITH ELECTRICAL CONTRACTOR FOP 4L.L POWER ,REQUIREMENTS. B. MECHANICAL CONTRACTOR SHALL PROVIDE TENANT WITH A WRITTEN TWO (2) YEAR MANUFACTURING WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND / OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MA TERIALS AND THREE (3) ROUTINE SERVICES WITH FILTER CHANGES DURING A ONE (1) YEAR PERIOD. C. AT THE COMPLETION OF CONSTRUCTION, AN INDEPENDENT AABC OR NESB CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE TENANT AND LANDLORD. D VERIFY ALL EXISTING CONDITIONS IN THE FIELD BEFORE BID, NOTIFY ARCHI TECT IMMEDIA TEL Y IF CONFL ICT EXISTS. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLA TION/CONSTRUCTION OF NEW WORK. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH Flf-,XYSLE CONNECTORS. F COORDINATE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. G. T,HE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL. TENANT CRITERIA MANUAL SHALL BE INCLUDED IN TyIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. H. TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICA TION OF ALL UTIL I TY RUNS AND/OR OTHER IMPROVEMENTS LOCATED ON THE PREMISES, TENANT'S CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RELA TING TO THE REL OCA TION OF, DA11MGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR iMPROVEMENTS WHICH ARE DAMAGED AS A RESUL_ T OF TENANT 'S WORK IN OR AROUND TLIE PREMISES. MECHANICAL ROOF PLAN GENERAL NOTES n 1, INSTALL GREASE EXHAUST FAN WITH CURET' (EF -1 AND EF -2) AND MAKE-UP AIR UNIT WITH CURB (MA -1) FURNISHED BY PANDA EXP`R'ESS. COORDINA TE L OCA TION OF UNIT WI TH STRUCTURE. ADJUST DUCTWORK AS REQUIRED. .2 INSTALL RESTROOM EXHAUST FAN WITH CU95 (EF -3) f URNISHED BY PANDA EXPRESS. COORDINA TE L OCA TION OF UNI T WI TH STRUCTURE. ADJUST DUCTWORK ACCORDINGL Y. 3, FURNISH AND INSTALL NEW ROOFTOP UNIT AS NOTED ON PLANS AND AS SCHEDULED ON SHEET M-2.0 4, PROVIDE AND INSTALL 32'x 16" MAKE UP AIR DUCT DOWN THROUGH ROOF, COORDINA TE EXACT LOCA TION OF ROOF PENETRA TION WI TH STRUCTURE AND THE LANDLORD'S FIELD RE.PRESENTA TI VE. ADJUST DUCTWORK ACCORDINGL Y. FIELD VERIFY WITH LANDLORD FOR ALL ROOF PENETRA TIONS. REFER TO SHEET M- 2. 0 FOR EXTERIOR DUCTWORK DETAIL. 5. PROVIDE 2 " GAS PIPE A T LOW PRESSURE DOWN TO CELL ING SPACE. 6. PROVIDE 3/4 " GAS PIPE A T L OW PRESSURE DOWN TO 0WH-1. 7, CONNECT TO EXISTING GAS PIPE TO EXISTING METER LOCATED APPROXIMA TEL Y 150' WEST. GAS SYSTEM SIZED AT 1981 MBH AND 2 PSI WITH A 1 PSI ALLOWABLE PRESSURE DROP. PROVIDE NEW METER IF REQUIRED BY THE LOCAL UTILITY COMPANY. VERIFY EXACT GAS METER LOCATION AND DELIVERY PRESSURE PRIOR TO CONSTRUCTION. 8. PROVIDE 1 1/4 " INSULA TED PRIMARY CONDENSA TE DRAIN PIPES FROM EQUPMENT TO THE NEAREST ROOF DRAIN. MAINTAIN MINIMUM CODE APPROVED AIR GAP. VERIFY ROUTING WITH LANDLORD PRIOR TO INSTALLA TION. MECHANICAL ROOF PLAN NOTES OI I N NOTE 7 2 1 1/2" x--3/4 " NOTE 5---` 1, ,1 i 1" EF -2 NOTE 1 1 •, i a W 1 \ \ I aL EF- 3 NOTE 2 RTU -2 NOTE 3 RTU -1 N (1 T1 7 \—NOTE 6 I ID p 4"VTR 1 VENT CAP FOR WA TER HEA TER Q- � Q- I 1/2" oo a 197 LBS Q) �QV I W 223 oLBS v ANEVI Schnw[r _ . `'il ii*`150 E3 NmYork ca tkaaM a Ls !1elw; 80(1`581-0%3 wwwschna"xom MECHANICAL ROO SCALE F PLAN 1/4"= 11"091 \1----/ ffi 011 t'. Y• a li? li o �- `44%,�W p PANDA RESTAURANT GROUP N"C' 16.88 Walnut Grove Ave. Rosemead, C011iblrnia 91770 Telephone: 626.799.9898 Facsimile. 626.372.8288 AJI ideas. designs; arrangement :grid plan" '- °i,, or represented by this draviing ure the p—i, - , of Panda Ex -press Inc. and were created for use on this specific project. None of these ideas; des: arrangements or plans may be used by o;- Es -;orad to arty person, firm, or corporation without the written permission of Panda Express Inc. f. , V& >: 1ST PERMIT REVIEW 1028.09 2ND 3RD 4TH_ - 4Th 6TH DRA'V N BY. JRA= PANDA Pi=.OJE T t: S4-10-n2ko2 ARCH PROJECT #, 09044.0CR WIN,r AROHITE0T: ti . hitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66,210 ph: 913.649.8181 * fx: 913.649.1275 STAMP: I hereby certify that this plan, specifloatvx - or report was prepared by me or under my d'rect supemeion and that i am o duly Registered Professional Engineer under the i!iwa of the State of Minnesota. ,--� s Greg Schnackei Date 10/27Z=g R4trotion tie• ZiS11 PANDA E %1!kGA ti P r { i Bim L .. __,- MECHANICAL ROOF PLAN NOTES OI I N NOTE 7 2 1 1/2" x--3/4 " NOTE 5---` 1, ,1 i 1" EF -2 NOTE 1 1 •, i a W 1 \ \ I aL EF- 3 NOTE 2 RTU -2 NOTE 3 RTU -1 N (1 T1 7 \—NOTE 6 I ID p 4"VTR 1 VENT CAP FOR WA TER HEA TER Q- � Q- I 1/2" oo a 197 LBS Q) �QV I W 223 oLBS v ANEVI Schnw[r _ . `'il ii*`150 E3 NmYork ca tkaaM a Ls !1elw; 80(1`581-0%3 wwwschna"xom MECHANICAL ROO SCALE F PLAN 1/4"= 11"091 \1----/ ffi 011 t'. Y• a li? li o �- `44%,�W p PANDA RESTAURANT GROUP N"C' 16.88 Walnut Grove Ave. Rosemead, C011iblrnia 91770 Telephone: 626.799.9898 Facsimile. 626.372.8288 AJI ideas. designs; arrangement :grid plan" '- °i,, or represented by this draviing ure the p—i, - , of Panda Ex -press Inc. and were created for use on this specific project. None of these ideas; des: arrangements or plans may be used by o;- Es -;orad to arty person, firm, or corporation without the written permission of Panda Express Inc. f. , V& >: 1ST PERMIT REVIEW 1028.09 2ND 3RD 4TH_ - 4Th 6TH DRA'V N BY. JRA= PANDA Pi=.OJE T t: S4-10-n2ko2 ARCH PROJECT #, 09044.0CR WIN,r AROHITE0T: ti . hitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66,210 ph: 913.649.8181 * fx: 913.649.1275 STAMP: I hereby certify that this plan, specifloatvx - or report was prepared by me or under my d'rect supemeion and that i am o duly Registered Professional Engineer under the i!iwa of the State of Minnesota. ,--� s Greg Schnackei Date 10/27Z=g R4trotion tie• ZiS11 PANDA E %1!kGA ti P 11.70 PROM EMA -)F LA F EAGAN, MN 55121 � =' - .- '6M•.ikNt i� 7" 'i ce.,. .. UA T£?Ti f > jug 6 cr- 5x M11CHANICAL ROOF FLT a A b r _ LA -11 ROOF TOP UNITS AMU 5 low 0 " bcn 'H�iEC�:i104 iH]IYIf11Y1�.�w... CAP., HT�� ;f.�' (MBH ELECTRICAL��` ` �' P (`VIE3tI� COMP _ ` ) EXT. FAN WEIGHT CARRIER Ie '��A�I` FM SEER/EER .�" ,O'°1' KW �` `Uu tPUT S.P. BHP VOLTS PH MCA MOCP (LBS) MODEL NUMBER o NVPVYork 0 Omaha m tastng:ks w � T L TONS iNPt; - -: _ n ...r.. 800•-581-0%3 e kPL i x y� 4 * R i 1. - I >i3 87.9 7.5 9 "180 14 7.6 2440 0.50 1.10 208 3 38.8 50 1,150 11.00 48TCED08A1 G5 (1-10) U a i 7... 9.f' s 3(t 47.6 24 .0 0.50 1.10 208 3 38.8 50 1,150 11.00 48TCED08A1 G5 (1 10) u.�.8 12g! 102.5 2440 0.50 1.10 208 3T38.T850 1,150 11.00 48TCDD08A1 G5 (1-10) ROOFTOP UNIT 1. EQUIPMFNT FURNISHED ANF? INSTALLED BY THE TENANT 7S 0 2. ECO ili'I;t:"NT �F.L FCTION BASED ON 80 ')B/66.8' WB EVAPORATOR COIL EAT AND 91.0' OUTDOOR AMBIENT TEMPERATURE. � � G, 3. SUPPLIER SHALL FURNISH FACTORY INS s'aLLED DIFFERENTIAL ENTHALPY ECONOMIZER WITH BAROMETRIC RELIEF DAMPER. J 0 4. SUPPIIJF ' '"HALL_ FURNISH THERMOSTAT AND REMOTE SENSOR WITH LOCKING COVER, INSTALLED BY MECHANICAL CONTRACTOR (FINAL � ROOF CURB �`,� � �® LOCATION B) IENANT). MECHANICAL CI_:NTRACTOR SHALL PROVIDE LOW VOLTAGE CONTROL WIRE. ELECTRICAL CONTRACTOR SHALL PROVIDE I O CONDLII" FOR LOW VOLTAGE CONTROL. WIRE. ROOF P :N.. A" FURNISHED ANCA INSTALLED WITH SMOKE DETECTORS IN DUCTWORK REMOTE LIGHTS AND TEST RESET STATIONS AS -- - ��r �� 5. EQUI Mk � 1 SHALL BE / CH I �� REQUIRE) BY LOCAL. CODE AUTHORITY. ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL WIRING FOR SMOKE DETECTORS. 6. SUPPLIE" "' SHALL FURNISH UNIT HACR BREAKER. RE: ELECTRICAL DRAWINGS. -� � 7. SUPPLIER SHALL FURNISH (2) SETS OF FILTERS FOR REPLACEMENT BY HVAC CONTRACTOR PRIOR TO RELEASE TO OWNER. 90 F1 SECTION 45 *THREE SECTION 8. SUPPLIER SHALL FURNISH FACTORY HAIL._ GUARD WITH ROOFTOP UNIT. ELBOW ELBOW CANVAS CONNECTION SMOKE PANDA RESTAURAN I~ -R0LjF iNC. 9. FIELD -SUPPLIED DRIVE IS REQUIRED. (TYPICAL) DETECTOR 10 SUF'F-L.!Er\ SHALL_ FURNISH THROUGH THE BASE ELECTRICAL CONNECTION. SUPPL Y DUCT (TYPICAL) 1683 rJ'ViBInUt Grove Ave, REFER TO HVAC FLOOR Rosemead, Califomia RETURN DUCT (TYPICA 90 • RE. TO HVAC FLOOR i�J/\\�` PLAN FOR ROUTING. 91 r70 DIFFUSERS, GRILLES AND REGISTERS 45 PLAN FOR ROUTING. Telephone: 626.799.9898L) _ Facsimile: 626.372.8288 MARK SERVICE LOCATION CLG. TYPE MANUFAC. CATALOG NUMBER REMARKS CEILING MENOMINEE INSTALL TRANSITIONS /N DUCT RISERS AS REQUIRED TO MEET DUCT SIZES D-1 SUPPLY CEILING AC TILE ANEMOSTAT QCP-L X 24X24 MODULE (1, 2, 4) AND RTU CONNEC77ON SIZES. Al ideas, designs, arrangement and plane :.. ... xii ; 90 BRANCH TAKE -OFF 45 BRANCH TAKE -OFF or represented by this drawing are the property of Ponds Express Inc. and were created for use on D--2 SUPPLY CEILING AC TILE ANEMOSTAT QCP-L X 24X24 MODULE (1, 3, 4) this specific p; o�ect. None ct chase i�;, - gns, 'PO- LY CEILING GYP. BD. ANEMOSTAT QCP-s X (1, 3, 4) TYPICAL ROUND DUCT FITTINGS- R 0 0 FTO P UNIT DETAIL writtepermission arrangements i plans may E used by or disdc^nd i�' to any person, fi; m, or •corporation without the 1 ,,i,. permission of 'ol�da express Inc. G-1 RETURN CEILING AC TILE ANEMOSTAT 3PRD 22X22 NECK 24X24 MODULE (2) NOT TO SCALE NOT TO SCALE " RL IIJR'� CEILING AC TILE ANEMOSTAT 3PRD 22X22 NECK 24X24 MODULE (3) 01 G-3 _'XHAUST CEILING GYP. BD. ANEMOSTAT 3PS X 12x12 MODULE (1, 3) REVISIONS: -Aj\T- .,-----4 'PAN` "ER GELLING = VARIES ANEMOSTAT 3PS X 12x12 MODULE (1, 2) 1. SEE PLAN 97OR NECK SIZE 1) �Vi?IT�_Ii ';"A ERONZE FINISHFOa I) I 3. PROVIDE WITH WHITE FINISH ® - 4. PRCVICj ih11 Sc-IJAI:'E 'LU kOUND ADAPTOR AS SHOWN, AND OPPOSED BLADE DAMPER. zL MAX. OF 12" TO BRANCH CONNEC77ON UNLESS NOTED OTHERWISE ROOF EXHAUST FAN ISSUE DATE; AIR BALANCE SCHEDULE _ SUPPLY AiR UNIT OUTSIDE RETURN SUPPLY OA/SA EXHAUST AIR UNIT EXHAUST REMARKS GALVANIZED SHEET 1s -r PERMIT REVIEW-10.2d•OE' AIRFLOW AIRFLOW AIRFLOW AIRFLOW METAL DUCT SECURE FAN TO USE RIGID GALVANIZED CURB MWITH SCREWS 3RD _ (CFM) (vFM) (CFM) % (CFM) -- 90 DEGREE ELBOW R1 U-1 ..-. _ 570 1870 2440 23.4% EF -1 2475 - - - - - - - - - 5� -- ---------- PTL. --2 570 1870 2440 23.4% EF -2 3050 I -5TH 570 1870 2440 23.4% EF -3 450 I INSULA TION 2X-4-•WQ-OIJ NAILER �T � MA -1 1 4420 0 4420 100% 1 1 CAN TOTAL 5975 VOLUME DAMPER LOCA TED METAL STRAP CLAMP ROOF INSULA TION--_� FACTORY ROOF CURB WTH "FULL TOTAL 6130 5610 11740 52.2% IN ACCESS/BLE LOCA TION. (TYPICAL) 2 PLACES �. ... RESULTING BUILDING PRESSURIZATION 155 CFM PROVIDE ACCESS DOOR OR FIBERGLASS METAL DECK PERIMETER NEOPRENE PAD BETWEEN PRESSURIZATION PERCENTAGE 2.6% CABLE OPERATOR /F NOT INSULATION PER CURB AND UNIT. PROVIDE INSULA TED FLEX/BLE DUCT E SPECIFICA 77ONS (YIN. 2, MAX. 5, NO MORE ANGLE FRAME OPEN OR CLOSED RESTRAINED N(�TES� ACCESSIBLE. ( 'I AND cF-?_ SHALL BE INTERLOCKED WITH WITH MA -1, OPPOSED BLADE THAN ONE 90• BEND) MOTORIZED BACKDRAFT SPRING VIBRATION ISOLATORS DRAWN BY: JRE A. EF- - AND L BE DAMPER A T DAMPER WHEN INDICA TED ON DRAW/NGS RTU -1, RTEF DIFFUSER FLEXIBLE CONNECTION ' INSULA TE DIFFUSER TRANS177ON F1777NG ROOF JOIST A BACK AND SEAL WITH AS REQUIRED PANDA PROJECT #: 54-10-131228` E3 BRANCH DUCT TAP VAPOR BARRIER TAPE AR ®H PROJECT* 09044.OU SUPPL Y A/R DIFFUSER BOTTOM END CAP 'AlR - I SEALED WATER TIGHT 0 15° OR LESS B AIR - o AIR:.;. LO 15' OR LESS 3 FLOW - FL O 0 TRANSFORMATION EXPANSION CONTRACTION TYPICAL DIFFUSER CONNECTION TOILET EXHAUST FAN DETAILWK s NOT TO SCALE NOT TO SCALE ., roran j TURNING 10955 LOWELL /%irk UE, SUITE 700 ! VANE OVERLAND PARK, KS €16210 o ph: 913.649.8181 u f c 913.649,1275 43 TURNING VANES - THREE TURNING VANES 2/3D � D � STAMP: 90' ELBOW 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS 208V/3PH, BY E.C. I hereby certify that this puri, SpeeiBnatbr:, or report was prepared by me or under my direct superaisicn and that I am a duly Registered Profsesionol Engineer under the laws of tie CIRCUIT BREAKER, BY EC State of Mlnneeota. L 9 RTU -1, RTU -2, RTU -3 Gra schnaokei o L=114 W Date aslaz�z s Registration r}.&-.23 _. 4, MIN DISCONNECT HOOD CONTROL PANEL Fv SWI WITCH B Y E. C. A T KITCHEN----__-, ti0 Qz� DUC7ZlNER F- - - - - -- __---- EXTRA RELA Y LQ�Z I is 1/2" CONDUIT ONLY BY E. C., M. C. SHALL PULL SUPPLY OR RETURN WYE TURN/NG VANES LOW VOL TAGS WIRES PER o^� AC UNIT MFR'S RECTANGULAR DUCT) O DUCTLINER RTU I INSTRUCI-70NS PANDA x SD / LINED DUCT CONNEC17ON I DUCT MOUNTED IONIZATION TYPE SMOKE EAGAN P UMENAE _ ! :_ * (NO EXPOSED LINER EDGES) I DETECTOR ON AC UNIT SUPPL Y DUCT ELECTRONIC HEATING/COOLING MA/NS TO SHUT DOWN UNIT IN CASE OF 1:270 F'ROirf'. DE PLACE .• BRANCH DUCT FIRE. SMOKE DETECTOR SHALL BE UL PROGRAMMABLE ROOM SURE E '! 50 ..r D1 T'STAT, WALL MOUNTED THERMOSTATS LISTED, CSFM CERTIFIED, 24 VAC, BY FEAGAI`I, ?.AN 5121 ..+_ ..-vi SECTION VIEW EDWARDS, DH 500 HOUSING W/7H 1551E k Cs1 f 48 WITH LOCK/NG COVER MAIN DUCT TO SENSOR --- �r r e`er 90' ELBOW TAKE -OFF a'SJR BRANk "H_ USE ONLY IN AREAS FULL RADIUS ELBOWDUCT MOUNTED REMOTE tLLA WHERE SPACE IS LIMITED TAKE -OFF ISOMETRIC VIEW - - - s 7FMPERA7URE SENSORS / 'TERIOR LAYER / FILAMENT TAPE (TEMPORARY HOLD) PLUS SS302 BONDING (PERMANENT HOLD) ON 10 1/2" CENTERS (1 1/2" FROM EDGES FLUS MIDDLE; 3 EACH PER 24" WIDE WRAP) / INTERIOR LA YER FILAMENT TAPE ONLY, ON 10 1/2" CENTERS < / T _ J) I / 3" .MIN. PERIMETER OVERLAP (TYP.) y i / / \,`` I I 1 I / , / , FYREWRAP DUCT INSULA 77ON TWO LAYERS AT 1 112 - - NOTE. TE:. STAGGER ALL JOINTS 10 1/2" BETWEEN FYREWRAP DUCT INSULATION LAYERS (TYP.) FYREWRAP DETAIL NOT TO SCALE BL OWER 10' FROM ADJACENT BUILDING 10' FROM PROPERTY LINE & AIR IN TAKE OPENING 10' ABOVE GRADE LEVEL KEEP MIN. 10' AWAY FROM ADJACENT BLDG OR BLDG OSA INTAKE OPENING AROUND FAN 48 " MIN. CODE APPROVED GREASE PORT WI7H COLLECTION TROUGH OR CARTRIDGE- NEOPRENE ARTRIDGENEOPRENE GASKET FASTEN FAN TO ' CURB PER FAN MIR'S REQUIREMENTS. —� 'MIN LONGITUDINAL /ERLAP (TYP.) —16 GA. 24 " MIN. G1. DUCT ROOF DECK 3" MIN. 12 " MAX. AIR SPACE ALL AROUND (AL TERNA Tl VE FIRE MASTER DUCTWRAP) WHEN HOOD IS LESS THAN CEILING 11 L 18" BELOW CEILING, 1 --METAL FLASHING EXTENDED FIRE. RATED SOLID TYP. CEILING 18" BEYOND THE 1 B " HOOD ON BOTH SIDE - TYP. HOOD LIGHT W/ SHIELD INSIDE HOOD, HOOD LESS 7HAN UL APPROVED (IF INSTALLED) 12" FROM CEILING MUST 20 GA. S/S MTL. HOOD BE FLASHED SOLID W/ REMOVABLE GREASE FIL TER - 6" 1 8„ 6„ MIN. — GREA SE CON TAINER AUTO FIRE EXTINGUISHER (SEPARA TE PERMIT BY FIRE EXTINGUISHER CO.) MTL. WALL FLASHING 24 GA. 5/5 SHEET MTL. �{ 6" MIN, COOKING EQUIPMEN T FIN. FL 0 O TYP. ELEVATION OF EXH . HOOD AND BLOWER NOT TO SCALE 16 GA. Gl, DUCT 5 3" MIN. 2x4 STUD WALL W/ 5/8 " TYPE "X" G YP. 8D. ON BO TH SIDE EXHAUST TERMINA TION — 10' MINIMUM FROM ADJACENT BUILDING, ADJACENT PROPERTY LINE, AIR INTEKES, OR 10' ABOVE ADJACENT GRADE LEVEL UPBLAST DISCHARGE 2'-0" MINIMUM ABOVE ROOF SHAFT SEP/IRA TION AS SPECIFIED IN Dl VISION 5, AR77CLE 1, CHAPTER 9 (BUILDING CODE). INDI— VIDUAL SHAFT IS REQUIRED EXCL USI VEL Y FOR EACH EXHAUST SYSTEM. THIS SHAFT SHALL BE SPACED AWA Y FROM THE DUCT A MINIMUM OF 3" A.ND A MAXIMUM OF 12 " (AL TERNA TI VE FIRE MA57ER DUCTWRAP) 22'x12" 1/4 " SLOPE PER 1A/ �— 3" MIN. COOKING EQUIPMEN T 1 4 T To HOOP MINI ��MFPM RP LINEA I MFOOT NM VEE VE�OCI T Y52500 FPM M,�I AXIMUM CEILING HINGE MIN. 6 " 1'nr4SE DUCT MIN. 12"X80 TIGHTL Y DOOR FOR GREASE DUCT CLEAN OUT SEE REQUIREMENTS FOR MOTORS AND FANS ¢ PROVIDE 18" BETWEEN DUCTS AND COMBUSTIBLES, OR 3" MINIMUM FROM PRO TEC TED COMBUS 77BLES PROTECT OUTDOOR DUCTS AGAINST CORROSION VEN TILA TED BASE CEILING CLEANOUT DOORS IN DUCTS SHALL BE SLIDING OR HINGED N07F• PROVIDE ADEQUATE CLEANOUT OPENINGS FOR THOROUGH CLEANING OF DUCT S YS TEM. CLEAN OUT DOOR DETAIL N. T. S INFORMATION GUIDE NOT TO SCALE ROOF DECK y - CLEANOUT A CCESS C 3" MIN. 12" MAX. AIR SPACE ALL AROUND (AL TERNA T/ VE FIRE MASTER DUCTWRAP) 5/8 TYPE X GYP. BD. ALL AROUND DUCT (FIRE RA TED SHAFT PER BLDG CODE) REMOVABLE GREASE FIL TER W/ HANDLES AUTO FIRE EXTINGUISHER (SEPARA TE PERMIT BY FIRE EXTINGUISHER CO.) M TL. HOOD 22 GA. SIS MTL. WALL FLASHING 24 GA. SIS SHEET MTL. 6" TYP. 9 ALL OPEN SIDES FIN. FL 0 O SECTION OF EXHAUST HOOD AND DUCT NOT TO SCALE a e • 800-581-M3 wwwb k j*o INFORMA 77ONAL GUIDE FOR COMMERCIAL COOKING HOODS GENERAL — FOR ALL HOODS GAL VANIZED OR STAINLESS STEEL TO BE MINIMUM NO. 22 U.S. GAGE OR 24 OZ. COPPER. WHEN GUTTERS ARE PROVIDED THEY SHALL DRAIN TO A COLLECTING PAN WHICH IS READ/L Y ACCESSIBLE FOR CLEANING SEE TABLE 507.11 FOR MINIMUM DISTANCE BETWEEN LOWER EDGE OF GREASE FILTER AND THE COOKING OR HEA TING SURFACE. GREASE FIL TERS SHALL BE OF STEEL CONSTRUCTION AND READIL Y ACCESSIBLE FOR CLEANING. ALL JOINTS AND SEAMS SHALL BE GREASE TIGH T HOODS SHALL BE SECUREL Y FASTENED /N PLACE BY INCOMBUSTIBLE SUPPORTS. 2X4 STUD WALL W/ 5/8" TYP "X" GYP. BD. ON BO TH S'DE 3/8'X3" LAG SCREW/ TO STUD L 4X4 X 1/4 X 6" 0 48 0. C, EXHAUST HOOD TACK WELD 3" MIN. AIR SPACE DETAIL (N Ts.) FLOOR/ROOF STRUCTURE MIN 2'X4 " 1/2" HANGER ROD (� TO STRUCTURE, MAX. SPA CE 1.1k 12FT PRO VIDE MA CHINE BOL T NUT &WASHER \ WELD 2—#12X1-3/4 " WOOD SCREWS 2 "X2 "X1/4 "X2 " CLIP ANGLE HOOD BY HOOD SUPPLIER I DETAIL (N TS.) f ! 0 PANDA RESTAURANT GROUP IN,-'. 1663 Walnut Grove Ave. Rosemead, California 917700 Telephone: 626.799.9895 Facsimile: 626.372.8288 All ideas, designs, u rongernent and plans indicat,,A or represented by this drawing are the property of Pando Express Inc. and were created for u.^,e on this specific pro ect. None of tori m id•x :-, `' 'g, -;s; arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written pennission of Panda, Fx-ply-:ss Inc. REVISIONS: z ISSUE DATE 1ST ' PERMIT REVIEW 10.26.00 2ND 3RD 4TH --- 5TH 6TH PANDA PROJECT #: S4 -10-D2152 ARCH PROJEC I.. #: 0904 a6,jb A.R 1, H i'rr--r*-r, .. 11160koverarchitect 10955 LOWELL AVE : J4 .:, `' UITE 700 OVEI °i AJ00 PARK, KS 66210 ph: 913.649.8181 a be 913.649.127'%5 I hereby certify that this plan, specHPcotlon. or report was prepared by me or under my direct 'uand and °bhct I am a duly Registered Profaeeien?on al Enginaer under the laws of the State of Minnesoto. Gr Schnacle Date i2/47/Zmm9 Reg!etrotion K¢:—?t0j,3__., PAN AXPRr-o a EAGAN PROMENADE 1270 PROMENACIF PLA(,L SJITE 151, -01 F:ACAN% K' 55121 45, / 'TERIOR LAYER / FILAMENT TAPE (TEMPORARY HOLD) PLUS SS302 BONDING (PERMANENT HOLD) ON 10 1/2" CENTERS (1 1/2" FROM EDGES FLUS MIDDLE; 3 EACH PER 24" WIDE WRAP) / INTERIOR LA YER FILAMENT TAPE ONLY, ON 10 1/2" CENTERS < / T _ J) I / 3" .MIN. PERIMETER OVERLAP (TYP.) y i / / \,`` I I 1 I / , / , FYREWRAP DUCT INSULA 77ON TWO LAYERS AT 1 112 - - NOTE. TE:. STAGGER ALL JOINTS 10 1/2" BETWEEN FYREWRAP DUCT INSULATION LAYERS (TYP.) FYREWRAP DETAIL NOT TO SCALE BL OWER 10' FROM ADJACENT BUILDING 10' FROM PROPERTY LINE & AIR IN TAKE OPENING 10' ABOVE GRADE LEVEL KEEP MIN. 10' AWAY FROM ADJACENT BLDG OR BLDG OSA INTAKE OPENING AROUND FAN 48 " MIN. CODE APPROVED GREASE PORT WI7H COLLECTION TROUGH OR CARTRIDGE- NEOPRENE ARTRIDGENEOPRENE GASKET FASTEN FAN TO ' CURB PER FAN MIR'S REQUIREMENTS. —� 'MIN LONGITUDINAL /ERLAP (TYP.) —16 GA. 24 " MIN. G1. DUCT ROOF DECK 3" MIN. 12 " MAX. AIR SPACE ALL AROUND (AL TERNA Tl VE FIRE MASTER DUCTWRAP) WHEN HOOD IS LESS THAN CEILING 11 L 18" BELOW CEILING, 1 --METAL FLASHING EXTENDED FIRE. RATED SOLID TYP. CEILING 18" BEYOND THE 1 B " HOOD ON BOTH SIDE - TYP. HOOD LIGHT W/ SHIELD INSIDE HOOD, HOOD LESS 7HAN UL APPROVED (IF INSTALLED) 12" FROM CEILING MUST 20 GA. S/S MTL. HOOD BE FLASHED SOLID W/ REMOVABLE GREASE FIL TER - 6" 1 8„ 6„ MIN. — GREA SE CON TAINER AUTO FIRE EXTINGUISHER (SEPARA TE PERMIT BY FIRE EXTINGUISHER CO.) MTL. WALL FLASHING 24 GA. 5/5 SHEET MTL. �{ 6" MIN, COOKING EQUIPMEN T FIN. FL 0 O TYP. ELEVATION OF EXH . HOOD AND BLOWER NOT TO SCALE 16 GA. Gl, DUCT 5 3" MIN. 2x4 STUD WALL W/ 5/8 " TYPE "X" G YP. 8D. ON BO TH SIDE EXHAUST TERMINA TION — 10' MINIMUM FROM ADJACENT BUILDING, ADJACENT PROPERTY LINE, AIR INTEKES, OR 10' ABOVE ADJACENT GRADE LEVEL UPBLAST DISCHARGE 2'-0" MINIMUM ABOVE ROOF SHAFT SEP/IRA TION AS SPECIFIED IN Dl VISION 5, AR77CLE 1, CHAPTER 9 (BUILDING CODE). INDI— VIDUAL SHAFT IS REQUIRED EXCL USI VEL Y FOR EACH EXHAUST SYSTEM. THIS SHAFT SHALL BE SPACED AWA Y FROM THE DUCT A MINIMUM OF 3" A.ND A MAXIMUM OF 12 " (AL TERNA TI VE FIRE MA57ER DUCTWRAP) 22'x12" 1/4 " SLOPE PER 1A/ �— 3" MIN. COOKING EQUIPMEN T 1 4 T To HOOP MINI ��MFPM RP LINEA I MFOOT NM VEE VE�OCI T Y52500 FPM M,�I AXIMUM CEILING HINGE MIN. 6 " 1'nr4SE DUCT MIN. 12"X80 TIGHTL Y DOOR FOR GREASE DUCT CLEAN OUT SEE REQUIREMENTS FOR MOTORS AND FANS ¢ PROVIDE 18" BETWEEN DUCTS AND COMBUSTIBLES, OR 3" MINIMUM FROM PRO TEC TED COMBUS 77BLES PROTECT OUTDOOR DUCTS AGAINST CORROSION VEN TILA TED BASE CEILING CLEANOUT DOORS IN DUCTS SHALL BE SLIDING OR HINGED N07F• PROVIDE ADEQUATE CLEANOUT OPENINGS FOR THOROUGH CLEANING OF DUCT S YS TEM. CLEAN OUT DOOR DETAIL N. T. S INFORMATION GUIDE NOT TO SCALE ROOF DECK y - CLEANOUT A CCESS C 3" MIN. 12" MAX. AIR SPACE ALL AROUND (AL TERNA T/ VE FIRE MASTER DUCTWRAP) 5/8 TYPE X GYP. BD. ALL AROUND DUCT (FIRE RA TED SHAFT PER BLDG CODE) REMOVABLE GREASE FIL TER W/ HANDLES AUTO FIRE EXTINGUISHER (SEPARA TE PERMIT BY FIRE EXTINGUISHER CO.) M TL. HOOD 22 GA. SIS MTL. WALL FLASHING 24 GA. SIS SHEET MTL. 6" TYP. 9 ALL OPEN SIDES FIN. FL 0 O SECTION OF EXHAUST HOOD AND DUCT NOT TO SCALE a e • 800-581-M3 wwwb k j*o INFORMA 77ONAL GUIDE FOR COMMERCIAL COOKING HOODS GENERAL — FOR ALL HOODS GAL VANIZED OR STAINLESS STEEL TO BE MINIMUM NO. 22 U.S. GAGE OR 24 OZ. COPPER. WHEN GUTTERS ARE PROVIDED THEY SHALL DRAIN TO A COLLECTING PAN WHICH IS READ/L Y ACCESSIBLE FOR CLEANING SEE TABLE 507.11 FOR MINIMUM DISTANCE BETWEEN LOWER EDGE OF GREASE FILTER AND THE COOKING OR HEA TING SURFACE. GREASE FIL TERS SHALL BE OF STEEL CONSTRUCTION AND READIL Y ACCESSIBLE FOR CLEANING. ALL JOINTS AND SEAMS SHALL BE GREASE TIGH T HOODS SHALL BE SECUREL Y FASTENED /N PLACE BY INCOMBUSTIBLE SUPPORTS. 2X4 STUD WALL W/ 5/8" TYP "X" GYP. BD. ON BO TH S'DE 3/8'X3" LAG SCREW/ TO STUD L 4X4 X 1/4 X 6" 0 48 0. C, EXHAUST HOOD TACK WELD 3" MIN. AIR SPACE DETAIL (N Ts.) FLOOR/ROOF STRUCTURE MIN 2'X4 " 1/2" HANGER ROD (� TO STRUCTURE, MAX. SPA CE 1.1k 12FT PRO VIDE MA CHINE BOL T NUT &WASHER \ WELD 2—#12X1-3/4 " WOOD SCREWS 2 "X2 "X1/4 "X2 " CLIP ANGLE HOOD BY HOOD SUPPLIER I DETAIL (N TS.) f ! 0 PANDA RESTAURANT GROUP IN,-'. 1663 Walnut Grove Ave. Rosemead, California 917700 Telephone: 626.799.9895 Facsimile: 626.372.8288 All ideas, designs, u rongernent and plans indicat,,A or represented by this drawing are the property of Pando Express Inc. and were created for u.^,e on this specific pro ect. None of tori m id•x :-, `' 'g, -;s; arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written pennission of Panda, Fx-ply-:ss Inc. REVISIONS: z ISSUE DATE 1ST ' PERMIT REVIEW 10.26.00 2ND 3RD 4TH --- 5TH 6TH PANDA PROJECT #: S4 -10-D2152 ARCH PROJEC I.. #: 0904 a6,jb A.R 1, H i'rr--r*-r, .. 11160koverarchitect 10955 LOWELL AVE : J4 .:, `' UITE 700 OVEI °i AJ00 PARK, KS 66210 ph: 913.649.8181 a be 913.649.127'%5 I hereby certify that this plan, specHPcotlon. or report was prepared by me or under my direct 'uand and °bhct I am a duly Registered Profaeeien?on al Enginaer under the laws of the State of Minnesoto. Gr Schnacle Date i2/47/Zmm9 Reg!etrotion K¢:—?t0j,3__., PAN AXPRr-o EAGAN PROMENADE 1270 PROMENACIF PLA(,L SJITE 151, F:ACAN% K' 55121 E raffia MALM ijFia MECHANICAL DETAILS"'� n ` P N A - SEC710N 15: : HEATING, VENT1 ATIi\ G, AND AIR CONDITIONING: 15A1 ._..GENERAL INSTRUCTIONS. 1. A I-1___�,NFR I REQIJIREMENT REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SvP-_MEJTA2' ,ONDITION�.. OF "THESE SPECIFICATIONS ClFICA TIONS SHADI BE A PART OF 'FHIS SECTION. EACH CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS \S TO REQUIREMENTS RFMF NTS WHICH AFFECT THIS DIVISION r,, - iSLGTN. THE WORK REQUIRED EDU DER — HSS SECTION INCLUDES MATERIAL, EQ:!IP',4EiJT, AFPLI/\N'1_-ES, TRANSPORTATION, SERVICES, AND - LABOR RE"KUI r �f�D TO Ct..MPLETx '�1-IE ENTIRE SYSTE.M AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE: SPIECIPICATIONS AND DRAWINGS FOR THIS PROJECT ARE "C.F , `' RTI S OFTHE WORK DESCRIBED IN ONE SHALL �AJD � BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON TF -IE DRAWINGS At-, D SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. 15Ai-2 DEFINITIONS FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. 15A 1-3 INSPECTION OF SITE. THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK .AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A 1-4 MATERIAL AND WORKMANSHIP. MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUVBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE RLQUIRED TRIM, WRITTEN J>=; :RIP_FiONS :`F THE TRIM GOVERN MODEL NUMBERS. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNLTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. THE CONTRACTOR SHALL CtiEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR, TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1 A 'i` _' _ _G�) R INA'1QN. COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT TIFF AVAILABLE. SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE NEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED Wi'iHO'JT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL Ci)•>T TO THE OWNER. UNLESS 07-IERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR IN5 ; AI..L-' TIG:`; OF TI -4E SYSTEMS SPECIFIED HEREIN. THIS CONTRACTOR SHALL FURNISH THE GENERAL_ CONTRACTOR WITH INFORMATION WHERE CHASES AND, OPENINGS ARE REQUIRED. THE CONTRACTOR SHALL KEEP INFORMED AS `TO THE ES ENGAGED 3N THE CONSTRUCTION OF THE PP')JFrT �," ° ` SH;�'_I_ E"FCl1TE HIS WORK. IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. F•iGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMEN` IONS. THE CONTRACTOR SHALL TAKE THEIR OWN MEASUREMENTS AT THE BUILDING, AS VARIA _)IONS MAY OCCUR, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSFEC TION. T':E CONTRACTOR SHALL PROVIDE MATERIALS WITH TRIM THAT WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 1 A 1_1— ORDINANCES AND CODES. CODES. WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE STANDARDS, NATIONAL FIRE PROTECTION ASSOCIATION (NEPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. THE CONTRACTOR SHALL PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. CERTIFICATES OF INSPECTION, WHERE REQUIRED, SHALL BE OBTAINED AND PAID FOR 3Y THE CONTRACTOR AND FURNISHED TO THE OWNER. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. THE CONTF AC TOR ALL MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE: SAFETY OF THE PUBLIC. 15&__�! _l____ 'I Q'L CT_10N OF F, 11PMENT AND MATERIALS. COWTR:ACTO SI -'i -ALL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIA' ._S AFTi-R DELIVERY TO JOR SITE. COVER WITH WATERPROOF, TEAR— iaES1Si r�N', -i Et fY TARF OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. E__YJ" � _-' ^ V, h""77PIAL Ti�AT H?S BEEN DAMAGED BY CONSTRUCTION AC TI VI?IFS 'HILI_ BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NE'-.; F_'C)1.::`.`1,,_N"- , lit= 7.7RIAL CF ALIKE KIND, KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 15A 1-8 SUBSTITUTIONS. THE SPECIFICATION PROVIDES THAT THE BASE BID OF CONTRACTORS SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED. TH NTRA T R E HALL IF HE DESIRES TO SUBSTITUTETH R THAN CO C O S O E SPECIFIED MATERIAL, SUBMIT IN ALTERNATE PROPOSAL FORM, WITH HIS BID, A LIST OF SUCH ITEMS INDICATING ITEM, MANUFACTURER, MODEL NUMBER, AND THAT AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID IF THE OWNER ELECTS TO ALLOW SUBSTITUTION. EACH SUCH MATERIAL SUBSTITUTION ITEM SHALL BE SEPARATELY LISTED IN ORDER THAT PROPER CONSIDERATION MAY BE GIVEN. ONLY THE SPECIFIED MATERIAL SHALL BE PROPOSED UNDER THE BASE BID. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND VERIFY WITH OTHER TRADES THAT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. THE CONTRACTOR SHALL INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN HIS BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A 1-9 OPERATION AND MAINTENANCE INSTRUCTIONS. THIS CONTRACTOR SHALL, DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. THIS BROCHURE SHALL INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. MANUAL SHALL INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, MECHANICAL CONSULTANT, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, AND AN INDEX OF CONTENTS. LITERATURE SHALL BE BOUND IN APPROVED BINDERS AND THREE COPIES SUBMITTED TO THE ENGINEER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT P CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ENGINEER. THIS CONTRACTOR SHALL INSTRUCT HIS WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. CONTRACTOR SHALL PROVIDE "AS—BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK.] 15A 1-10 GUARANTEE. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT_ GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND REQUIRED LABOR. 15A 1-11 CUTTING AND PATCHING. THE CONTRACTOR SHALL DO CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION, AND SHALL OBTAIN PERMISSION FROM THE ARCHITECT BEFORE DOING CUTTING. STRUCTURAL MEMBERS SHALL NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. HOLES SHALL BE CUT AS SMALL AS POSSIBLE, GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, AND AREAS DISTURBED BY WORK PERFORMED UNDER THIS CONTRACT SHALL BE NEATLY REPAIRED AND REFINISHED TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15A 1-12 ACCESS DOORS. PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. DOORS SHALL HAVE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE AND LOCATIONS BEFORE ORDERING. 15A 1-13 PENETRATIONS. SEAL MECHANICAL FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND MECHANICAL PENETRATIONS WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE—RATED ASSEMBLIES. PIPING PENETRATIONS THROUGH ROOFS SHALL BE PROVIDED WITH PREFABRICATED ROOF CURBS MANUFACTURED BY CUSTOM CURB, INC., PATE COMPANY, THYCURB OR APPROVED EQUAL. ROOF CURB SHALL BE PROVIDED WITH FACTORY INSTALLED WOOD NAILER; WELDED, 18 GAUGE GALVANIZED STEEL SHELL, BASE PLATE AND FLASHING; 1-1/2" THICK, 3 POUND RIGID INSULATION; FULLY MITERED 3—INCH RAISED CANT; COVER OF WEATHER— RESISTANT, WEATHER—PROOF MATERIAL AND PIPE COLLAR OF WEATHER— RESISTANT MATERIAL WITH STAINLESS STEEL PIPE CLAMPS. 15A 1-14 AIR FILTERS. FILTERS SHALL BE FARR 30/30 THROWAWAY TYPE, OR AS OTHERWISE INDICATED. AIR UNITS SHALL HAVE FILTERS INSTALLED WHEN THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. PROVIDE EXTRA SET OF FILTERS AND INSTALL IN UNITS JUST BEFORE TURNING OVER BUILDING TO OWNER. FILTERS SHALL BE MANUFACTURED BY DUSTSTOP, FARR, CAMBRIDGE, OR APPROVED EQUAL. 15A 1-15 ELECTRICAL WIRING. LINE VOLTAGE WIRING SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE FURNISHED BY THE ELECTRICAL CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL PROVIDE WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. THIS CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A 1-16 REFRIGERANT AND OIL. FURNISH AND INSTALL FULL REFRIGERANT AND OIL CHARGE IN NEW AIR CONDITIONING REFRIGERATION SYSTEMS, AND MAINTAIN IT FOR FULL TERM OF THE GUARANTEE. 15A 1-17 FINAL TESTING AND ADJUSTMENTS. TENANT'S INDEPENDENT CONTRACTOR SHALL PERFORM TEST READINGS ON FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR. A TESTING AND BALANCING REPORT LOG SHALL BE MADE SHOWING AIR SUPPLY QUANTITIES, FAN AND UNIT TEST READINGS, ETC., AND SIX COPIES OF THE FINAL COMPILATION OF DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. AIR FLOWS SHALL BE BALANCED TO WITHIN PLUS/MINUS 10% OF DESIGN REQUIREMENTS. EQUIPMENT SHALL BE ADJUSTED TO OPERATE AS INTENDED BY THE SPECIFICATION. BEARINGS SHALL BE ALIGNED. BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM SHALL BE REPLACED WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. THERMOSTATS AND CONTROL DEVICES SHALL BE ADJUSTED TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. ADJUST AIR DEVICES TO SUPPLY THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. CALIBRATE, SET, AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15A 1-18 EQUIPMENT FURNISHED BY OTHERS. THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF COOKING EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS AND/OR DESCRIBED IN THE GENERAL NOTES TO THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND CAPS TO OUTDOORS, DAMPERS, IN—LINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. iti7M=Leg•,vi Iglo214I n-, k1tell] 6yCg2qto] I] 2 1 I I j; Eel artyo] ,"q8 PROVIDE ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING DUCTWORK REQUIRED TO BE ABANDONED IN PLACE OR NOT IN USE AT THE TERMINATION OF THE WORK, SHALL BE SEALED AIRTIGHT. EXISTING ROOF CURBS AND ROOF OPENINGS TO BE ABANDONED IN PLACE AS A RESULT OF EQUIPMENT REMOVAL, SHALL BE CAPPED AND SEALED WEATHERTIGHT. EXISTING DUCTWORK, DIFFUSERS, REGISTERS, AND GRILLES INTENDED FOR REUSE SHALL BE THOROUGHLY CLEANED AND REBALANCED AS REQUIRED OR AS INDICATED ON DRAWINGS. EXISTING HVAC EQUIPMENT INTENDED FOR REUSE SHALL BE THOROUGHLY CLEANED AND REFURBISHED AS REQUIRED FOR PROPER OPERATION INCLUDING REPLACEMENT OF FILTERS, BELTS, MOTORS, REMOTE CONTROLS, AND SAFETY INTERLOCKS. A 1-20 EXISTING SHELL SPACE CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK SHOWN ON THE MECHANICAL PLANS AND THE MECHANICAL DEMOLITION SHOWN ON THE ARCHITECTURAL PLAN. ACTIVE LANDLORD OR OTHER TENANTS SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COST FOR REPAIRS OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. TIE—INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THE WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 15A2 INSULATION AND SHEET METAL WORK. 15A 2-1 DUCT INSULATION. ALL CONCEALED RIGID ROUND SUPPLY, RETURN, AND OUTSIDE AIR DUCTWORK, AND RECTANGULAR SUPPLY, RETURN, AND OUTSIDE AIR DUCTWORK SHALL BE COVERED WITH 1-1/2" THICK DUCT WRAP, CERTAINTEED OR EQUAL OWENS—CORNING, 3/4 POUND DENSITY, WITH HEAVY—DUTY FOIL— SCRIM—KRAFT FACING, AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE. DUCTWORK LOCATED EXTERIOR TO THE BUILDING SHALL HAVE 1" THICK, 3 POUND DUCT LINER INSULATION. INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A 2-2 DUCTWORK. FURNISH AND INSTALL GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. DUCTWORK SHALL BE IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26 GAUGE SHEET METAL. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5'-6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8'-0". DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS; METAL SIZE MUST BE INCREASED TO ALLOW FOR LINER THICKNESS. DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. EXPOSED DUCTWORK TO BE FIELD PAINTED SHALL HAVE GALVANIZED METAL PRIMER APPLIED IN THE SHOP AFTER FABRICATION AND PRIOR TO SHIPPING. DUCTWORK ABOVE ROOF OR OTHERWISE EXTERIOR TO BUILDING SHALL BE MINIMUM #18 GAUGE WITH LONGITUDINAL AND TRANSVERSE JOINTS SEALED AIRTIGHT WITH WEATHERPROOF HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. OFFSETS IN DUCTWORK OF 45 DEGREES OR MORE SHALL HAVE AIRFOIL TYPE TURNING VANES OF SAME GAUGE AS DUCTWORK AND SHALL BE RIGIDLY FASTENED WITH GUIDE STRIPS. VANES IN DUCTWORK OVER 30" DEEP SHALL BE INSTALLED IN MULTIPLE SECTIONS WITH VANES NOT OVER 30" LONG AND SHALL BE RIGIDLY FASTENED. FANS, BLOWERS, UNITS, ETC. SHALL BE CONNECTED TO DUCTWORK WITH NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO—DYNE, ELGEN, VENTFABRIC OR EQUAL. CANVAS CONNECTIONS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. PROVIDE BALANCING DAMPERS WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE, FACTORY MADE BY RUSKIN, APC, AIR BALANCE, OR APPROVED EQUAL. OUTSIDE AIR DAMPERS SHALL BE RUSKIN MODEL CD -50, GREENHECK, AIR BALANCE, OR APPROVED EQUAL. PROVIDE "SPIN—IN" FITTING WITH DOUBLE BEARING VOLUME DAMPER FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY OR YOUNG'S REGULATOR CONCEALED, CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1/4" NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE ADJUSTMENT. POSITIVE DIRECT DAMPER CONTROL SHALL BE PROVIDED WITH NO TWO—WAY SLEEVES, SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE GAUGE 14" &UNDER 28 15" THRU 26" 26 SPIROSAFE PREMANUFACTURED DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON SPIROSAFE DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24 IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. FITTINGS LARGER THAN 24" IN DIAMETER SHALL BE CONTINUOUSLY WELDED. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA. 15A 2-4 FLEXIBLE DUCT. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 8, THERMAFLEX TYPE G—KM, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, 1-1/2" (R-4.2) FIBERGLASS INSULATION. FLEXIBLE DUCTWORK SHALL HAVE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. CONNECT EACH END WITH STAINLESS STEEL SCREW OPERATED METAL DRAWBANDS. 15A 2-5 FLUES. WHERE FLUES ARE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL METALBESTOS TYPE "B" MODEL QC OR RV DOUBLE WALL GAS VENT FLUES FROM THE VARIOUS ITEMS OF GAS—FIRED EQUIPMENT UP TO METALBESTOS FLUE CAPS ABOVE THE ROOF. SINGLE WALL FLUES ARE UNACCEPTABLE. FLUES SHALL BE COMPLETE WITH NECESSARY FITTINGS, CONNECTORS, FLASHING CONE, STORM COLLAR, THIMBLE SUPPORTS, GUY WIRES, AND OTHER ACCESSORIES, AND SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER, AND IN CONFORMANCE WITH APPLICABLE CODES. FLUES SHALL BE FLASHED WATERTIGHT AT THE ROOF LINE. 15A 2-6 AIR DEVICES. PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, METAL—AIRE, KRUEGER, NAILOR INDUSTRIES, TITUS, TEMPMASTER, OR E.H. PRICE. AIR DEVICES SHALL BE SELECTED TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. CONTRACTOR SHALL COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. 15A 2-7 EXHAUST AIR SYSTEMS. ROOF MOUNTED UPBLAST EXHAUST FANS FURNISHED BY THE OWNER SHALL BE CAPTIVE—AIRE, COMPLETE WITH ALUMINUM HOUSING, ALUMINUM CENTRIFUGAL WHEEL, MOTOR WITH INTEGRAL THERMAL OVERLOAD PROTECTION, DISCONNECT SWITCH IN HOUSING, DRAIN TROUGH, BIRDSCREEN VENTED ROOF CURB. 15A 2-8 KITCHEN EXHAUST AIR SYSTEMS. DUCTS CONNECTING TYPE 1 EXHAUST HOODS TO EXHAUST FANS SHALL BE #16 GAUGE BLACK IRON WITH CONTINUOUSLY WELDED JOINTS AND CLEAN— OUT DOORS. DUCT SHALL BE ENCLOSED IN FIREPROOF ENCLOSURE PER LOCAL CODE REQUIREMENTS. SLOPE DUCT BACK TOWARDS HOOD AT MINIMUM OF 1/4" PER LINEAL FOOT. AT CONTRACTOR'S OPTION, A UL LISTED CONCENTRIC DUCTWORK PACKAGE MAY BE USED ON LIEU OF THE WELDED BLACK IRON DUCT FOR CONNECTING HOOD TO EXHAUST FAN, DUO—AIRE OR EQUAL. MANUFACTURER SHALL PROVIDE UL LISTING NUMBER AND VERIFICATION CERTIFICATE AS A PART OF THE SHOP DRAWING SUBMITTAL. DUCT PACKAGE SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. EXHAUST HOODS FURNISHED BY THE OWNER SHALL BE CAPTIVE—AIRE SINGLE SHELL STAINLESS STEEL; ICBO APPROVED AND UL CERTIFIED FOR AIR QUANTITIES AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH MANUFACTURER'S DATA. MANUFACTURER SHALL PROVIDE UL LISTING NUMBER AND VERIFICATION CERTIFICATE AS A PART OF THE SHOP DRAWING SUBMITTAL. HOOD SHALL BE IN CONFORMANCE WITH NFPA BULLETIN 96 AND UL STANDARD 710, AND SHALL BE 18 GAUGE STAINLESS STEEL WITH ALL WELDS POLISHED. HOOD SHALL CONTAIN FULL LENGTH STAINLESS STEEL FILTER HOLDER WELDED TO HOOD WITH INTEGRAL DRIP TRAP AND U.L. CLASSIFIED, X—AIR STAINLESS STEEL FILTERS INSTALLED AT 45 DEGREES FROM HORIZONTAL. PROVIDE VAPORPROOF INCANDESCENT LIGHTS, AND CONTROL PANEL WITH PILOT LIGHTS AND SWITCHES FOR FAN AND LIGHTS. HOOD PACKAGE SHALL INCLUDE 3" FILLER PANEL AT WALL, AND STAINLESS STEEL CLOSURE PANELS FROM TOP OF HOOD TO FINISHED CEILING. MAKEUP AIR UNIT FURNISHED BY THE OWNER SHALL BE AS SCHEDULED ON THE DRAWINGS, WITH FACTORY WIRED CONTROL CENTER WITH ALL DISCONNECT SWITCHES, MAGNETIC STARTERS, CONTROLS, ETC., MOUNTED IN AN ENCLOSURE, ALUMINIZED STEEL HOUSING WITH BAKED ENAMEL FINISH, AND VIBRATION ISOLATORS. PROVIDE A REMOTE CONTROL PANEL WITH SWITCHES FOR FAN AND LIGHTS. COORDINATE CONTROLS WITH HOOD AND EXHAUST FAN SUPPLIER. REMOTE PANEL SHALL FLUSH MOUNT IN WALL. HOOD SUPPLIER SHALL PROVIDE PRE—PIPED ANSUL OR APPROVED EQUAL WET CHEMICAL TYPE FIRE EXTINGUISHING SYSTEM FOR EACH HOOD AS SCHEDULED ON DRAWINGS COMPLETE WITH HOOD NOZZLES, WET CHEMICAL CYLINDERS, PIPING, ETC. AND ALL ACCESSORIES TO PROVIDE AN APPROVED, OPERATING SYSTEM. PROVIDE MANUAL PULL STATION(S) AT LOCATIONS SHOWN ON THE DRAWINGS. SYSTEM SHALL BE IN FULL CONFORMANCE WITH NFPA-96. HOOD SUPPLIER SHALL PROVIDE MECHANICAL OR ELECTRICAL GAS SHUTOFF VALVE TO SHUTOFF FUEL OR POWER SOURCE TO COOKING EQUIPMENT UPON DETECTION OF FIRE. VALVE SHALL HAVE A CLEARLY MARKED OPEN/CLOSED INDICATOR. VALVE SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. 15A3 HVAC EQUIPMENT. 15A 3-1 ROOFTOP UNITS (GAS FIRED 3-1 ROOFTOP UNITS (GAS FIRED HEAT) CARRIER MODEL 48TCD ELECTRIC COOLING, GAS HEATING ROOFTOP UNITS AS SCHEDULED ON THE DRAWINGS, OR EQUAL TRANE, MCQUAY OR LENNOX, COMPLETE WITH FACTORY INSTALLED DIRECT—DRIVE HERMETIC COMPRESSORS WITH INTERNAL SPRING VIBRATION ISOLATION, BUILT—IN MOTOR THERMAL OVERLOAD PROTECTION, CRANKCASE HEATER, AND LOW PRESSURE SWITCHES; DIRECT EXPANSION COOLING AND CONDENSING COILS, 11.00 MINIMUM EER RATING (COOLING); CENTRIFUGAL EVAPORATOR BLOWER; AIR FILTER RACK WITH 2" THICK THROWAWAY FILTERS; PROPELLER TYPE CONDENSER FAN; ALUMINIZED STEEL HEAT % MINIMUM AFUE RATING (HEATING), FORCED COMBUSTION AIR EXCHANGER, 80 BLOWER; COMPLETE FACTORY INSTALLED MICRO—PROCESSOR CONTROLS INCLUDING ANTI—SHORT CYCLE TIMERS, TIME DELAY RELAYS AND MINIMUM "ON" TIME % SAFETY GAS SHUTOFF, DIRECT SPARK IGNITION SYSTEM; CONTROLS, 100 BUILT—IN THERMAL OVERLOAD PROTECTION ON MOTORS AND COMPRESSORS; 100 OUTDOOR AIR ENTHALPY TYPE ECONOMIZER WITH BAROMETRIC RELIEF DAMPER; WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC COATED, HEAVY GAUGE, GALVANIZED STEEL WITH WEATHER—RESISTANT BAKED ENAMEL FINISH; INSULATED DOWNFLOW ROOF CURB AS SCHEDULED ON THE DRAWINGS; SINGLE POINT ELECTRICAL POWER CONNECTION. PROVIDE GUARDS OR LOUVERED PANELS TO PROTECT THE CONDENSER COIL FROM HAIL OR OTHER DAMAGE. THERMOSTAT SHALL BE HONEYWELL OR EQUAL ELECTRONIC PROGRAMMABLE TYPE, SEVEN—DAY MODEL, MANUAL CHANGEOVER, SWITCHING SUBBASE MULTI—STAGE AS REQUIRED TO MATCH UNIT COOLING/HEATING STAGING. MECHANICAL CONTRACTOR SHALL PROVIDE A UL LISTED DUCT TYPE SMOKE DETECTOR IN RETURN AIR DUCTWORK TO SHUT DOWN ROOFTOP UNIT UPON DETECTION OF SMOKE. UNIT SHALL BE COMPLETE WITH MANUFACTURER'S ONE YEAR GUARANTEE ON COMPONENTS PLUS AN ADDITIONAL FOUR YEAR GUARANTEE ON THE COMPRESSORS AND HEAT EXCHANGERS. ANKa 'hnackel i 15A4 TEMPERATURE CONTROLS. � u Newyork a Omaha ® unAngelm a 15A 4-1 TEMPERATURE CONTROLS 800-581.0963 wwwmhnatkellowm THE HVAC EQUIPMENT SUPPLIER SHALL INCLUDE WITH HIS EQUIPMENT PA C KA GE A S Y STEM OF CONTROLS INCLUDING ALL THERMOSTATS, AND"AI., _ RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. HE Q Q SHALL ALSO PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PA%C` .',�E WIRING FURNISHED WITH THE HVAC EQUIPMENT. SMOKE DETECTORS WITH UL r . 1. LISTING OR HEAT DETECTORS IF PERMITTED BY CODE SHALL BE PRL .1 ._., Jz.i7 FOR EACH UNIT TO SHUT DOWN SUPPLY FAN UPON ACTIVATION. EQUIPMENT SUPPLIER SHALL PROVIDE ALL SUPERVISION AND ON -JOB CHECKOUT SERVICE AS REQUIRED TO ASSURE THAT INSTALLATION BY THE ELECTRICAL CONTRACTOR MEETS ALL REQUIREMENTS UIREMENTS OF THE Q SPECIFICATION. MANUFACTURERS AND MODEL NUMBERS ARE LISTED FOR REFERENCE AS TO QUALITY AND FEATURES REQUIRED FOR THE CONTROL DEVICES. PROVIDE CONTROL DEVICES BY BARBER—COLMAN, HONEYWELL, JOHNSON CONTROLS, TRANE OR WHITE RODGERS WITH QUALITY AND FEATURES AS INDICATED. SEVEN DAY PROGRAMMABLE, OCCUPIED/UNOCCUPIED THERMOSTATS FOR MULTIPLE STAGES OF HEATING AND COOLING SHALL BE HONEYWELL SERIES T7300 THERMOSTAT WITH Q7300 SUBBASE. PROVIDE HONEYWELL TG512A1009 GUARDS FOR PROGRAMMABLE TYPE THERMOSTATS. 15A4-2 SEQUENCE OF OPERATION. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE ALL FINAL CONNECTIONS TO LANDLORD HVAC AND FIRE ALARM SYSTEMS AS REQUIRED. 15A 5-2 ROOFTOP UNIT CONTROL (ENTHALPY ECONOMIZER 6—TON AND GREATER) SET ROOFTOP UNIT SUPPLY FAN TO RUN CONTINUOUS WITH OUTDOOR AIR. DAMPER OPEN TO MINIMUM POSITION DURING OCCUPIED HOURS TO MAINTAIN MINIMUM VENTILATION. DURING OCCUPIED HOURS, CYCLE STAGE(S) OF COOLING AND HEATING TO MAINTAIN ROOM THERMOSTAT SETPOIN T (75 DEGREES FAHRENHEIT ADJUSTABLE). DURING UNOCCUPIED HOURS, PROGRAM THERMOSTAT CONTROL TO CYCLE UNIT WITH OUTDOOR AIR DAMPER CLOSED TO MAINTAIN THE AREA AT A SETBACK TEMPERATURE AS DETERMINED BY OWNER. PROVIDE FACTORY INSTALLED ECONOMIZER ACCESSORY WITH ENTHALPY SENSOR AND SOLID STATE CONTROLLER. ECONOMIZER DAMPERS SHALL MODULATE TO MAINTAIN 55 DEGREES FAHRENHEIT SUPPLY AIR TEMPERATURE WHEN AMBIENT TEMPERATURE REACHES 60 DEGREES FAHRENHEIT (ADJUSTABLE) OR WHEN AN ENTHAL Y LEVEL OF 22 BTU/LB OF DRY AIR (ADJUSTABLE) IS REACHED. RETURN ECONOMIZER TO MINIMUM POSITION WHEN AMBIENT TEMPERATURE IS ABOVE 60 DEGREES FAHRENHEIT OR WHEN ENTHALPY LEVEL EXCEEDS 23 BTU/LB. DUCT MOUNTED SMOKE DETECTORS SHALL SHUTDOWN UNIT UPON ALARM. REFERENCE OTHER EQUIPMENT SEQUENCES FOR INTERLOCK REQUIREMENTS WITH ASSOCIATED EQUIPMENT. MAKEUP AIR UNIT: MAKEUP UNIT SUPPLY AIR FAN SHALL BE ENERGIZED WHEN EXHAUST FAN(S) ARE ENERGIZED. MAKEUP UNIT SUPPLY AIR FAN SHALL BE DE—ENERGIZED BY ANY KITCHEN EXHAUST HOOD FIRE EXTINGUISHING SYSTEM. IF HEAT IS PROVIDED FOR MAKEUP AIR UNIT, DUCT MOUNTED DISCHARGE AIR TEMPERATURE SENSOR SHALL MODULATE HEATING TO MAINTAIN HEATING SETPOINT OF REMOTE TEMPERATURE SELECTOR (65 DEGREES FAHRENHEIT ADJUSTABLE). DUCT MOUNTED DISCHARGE TEMPERATURE SENSOR SHALL BE MOUNTED WITHIN THE MAKE UP AIR DUCTWORK UPSTREAM OF ALL BRANCHES WITHIN LEASE SPACE. [y:12►1111111*0zull)6**tLLololomy1ki<KolkNif ilz IF MORE THAN ONE KITCHEN EXHAUST FAN IS PROVIDED, INTERLOCK KITCHEN EXHAUST FANS SO THEY OPERATE TOGETHER. KITCHEN EXHAUST FAN(S) SHALL BE ENERGIZED BY THE KITCHEN EXHAUST HOOD CONTROL PANEL WITH SWITCH. CONTROL PANEL TO BE PROVIDED BY THE EXHAUST HOOD SUPPLIER, AND INSTALLED BY ELECTRICAL CONTRACTOR. COORDINATE INSTALLATION WITH THE ELECTRICAL CONTRACTOR. INTERLOCK ROOFTOP UNIT(S) WITH THE MAKE—UP AIR UNIT SO THE ROOFTOP UNIT'S SUPPLY AIR FAN IS ENERGIZED WHEN THE MAKE—UP AIR UNIT IS ENERGIZED. INTERLOCK THE MAKE—UP AIR UNIT WITH THE KITCHEN EXHAUST FAN(S) SO THE MAKEUP AIR UNIT SUPPLY AIR FAN IS ENERGIZED WHEN THE KITCHEN EXHAUST FAN(S) ARE ENERGIZED. THE KITCHEN EXHAUST FAN SHALL CONTINUE TO RUN IF THE KITCHEN EXHAUST HOOD FIRE EXTINGUISHING SYSTEM IS ACTIVATED UNLESS SPECIFICALLY REQUIRED OTHERWISE BY LOCAL CODE AUTHORITY. PANDA RESTAURANT GROUP INCe.. 1688 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626,--372.8288 Al ideas, designs, arrangement and pians indicated or representC1 by this drawing are th:: property of Ponds Express Inc_ and ware created for use on this specific project. None of these ideas, designs, arrangements or plons may be w3ed b, or discic:>,Fd to any person, fin -n, or corporation wit�nout -; written permission of Panda Express Inc.. REVISIONS: ---- - ----� - !� ___—.--_______ -.--.--- all .._.__-- --.--__ ---_..._--- _._---.. — a ISSUE. DATE: 1ST PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH _._ _—.. __ 6TH Ii11:TTATIAP01 + ffl l PANDA PROJECT#: S4-1"1-712282 ARCH PROJECT #: 09044.00? ARCHITECT: 19 F., z,` S '' �s ,,o v.�,,:;,76-,,,,"arcnT9cT !0,S.',7_ ' ``°'A!EI.3_ AVEENU17, SUITE 700 OVERLAND PARK, K,3 66210 . Ph: 913, 549.�,I9 I w 1x: 913.649.1275 s-;��,_, STAMP: I hereby certify that this plan, specfiTcation, or report was prepared by me or under my direct supervision and that I am a duty Registered Professional Enginsei• under the rotes of the State of fdinnesata.� F/ —, Gres Schnookel 1/4/• 13j ) Dote to/z�J27/2WS RWistration PA(U D A EXP F � EAGAN PR v ENe- , t"," 1270 PRt�M�NAC�Er SUITE 1501 wV EAG AN, Y N 55121 .111[—. IFJA�,,J�� if" � I,{{ryy.�y�y,r��IIjjj{{�� ,� 4 11 �� �g _n r .+t ,s, L 3 zkoft;�� M: i S� r .� - -._ �E `a, .J. ':a!;t V �h , as I" I; MECHANICAL SPECIFICXFIONS le` U_ WE-, I. n r I r -H(jLI FQH1j\A A Tl Q N HO(A) MODEL F' 1 542-1 1 ... "._ Y„ND- 2� � LENGTH - 8' 3.00" MAX. COOKING TEMP. 6i00 Deg. g .. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION 430 SS Where Exposed HOOD CONFIG. TOTAL EXH. CFM 2475 RISERS TOTAL SUP. CFM 0 RISERS END TO END ALONE ROW ALONE WIDTH 10" LENG. 22" DIA. CFM 2475 S.P. -0.626" WIDTH LENG. DIA. CFM S.P. Incandescent Light Fixt NO 24" 1105 0.178" N 16" 20" 2 SS Baffle with Handles 2 5424 NC -2 10' 2.00" 600 Deg. 3050 12" 22" 12" 3050 -0.698" 0 0-178" 0 12" 430 SS Where Exposed ALONE ALONE 0.178" U 4 0 U N 246 MISC-PSP 9' .2.00" 300 Deg 0 CL 2210 x 430 SS Where Exposed LEFT FRONT o 4 245 9' 2.00" 300 Deg. p 2210 430 SS Where Exposed RIGHT FRONT Nnnn 1NII C)lNA A'TIr)NI I-Innn nP­1Inmq HOOD NO, FILTERS 11-1 LIGHTS UTILITY CABINET(S) HOOD NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITC TYPE SIZE MODEL # QUANTITY 1 SS Baffle With Handles4 1 16" 16" 4 Incandescent Light Fixt NO 24" 1105 0.178" N 16" 20" 2 SS Baffle with Handles 6 16" 20" 5 Incandescent Light Fixt NO w~Front 110" 24" 6" 12" 24" n� I__L 3 0-178" 0 12" 24" 1105 0.178" U 4 0 U N `v I-Innn nP­1Inmq HOOD NO, OPTION 11-1 1 LEFT END STANDOFF (FINISHED) 3" Wide LENG. RIGH T END STANDOFF 3" Wide 2 RIGHT END STANDOFF 3Wide " LEFT END STANDOFF :3" Wide Dl7I:?I7nP A T7n Cl IDP] Y DI 171\11 10.A(Cl ANSUL GAS VALVE: THE ANSUL GAS VALVE IS PROVIDED BY CAPTIVEAiRE SYSTEMS. CONTACT OUR OFFICE 11TH THE VALVE SIZE 3 DAYS IN ADVANCE OF I WHEN IT IS NEEDED ON SITE. 54,00' 24,100' 3- INSULATED STANDOFF 10.00" 10.00' E 0 O 22.00' a z w U.L. Listed Incandescent Light Fixture -High Temp Y) z J.; 49.50'- 27.00' ( 55.00' 3.00'Nom./8' 3.00'❑D FILLER PANEL BY OTHER S/S BACKPLASH, TRIM PIECES AND CLIPS BY OTHERS. SEE ARCHITECTURAL SHEETS FOR INSTALLATION INSTRUCTIONS EXPANDED VIEW OF ND2 SECTION 3" INSULATED STANDOFF 11.00" 12.00' L z z z 22.00' c D n1 0 D U.L. Listed Incandescent Light Fixture -High Temp I o 12.00' 12.100' 12,00" - 12,00' 24,00' 24.00, I ® ® 24.00"� 2,00'Nor1,/9' 2,00'0 PLAN VIEW - Hood #1 8' 3.00" LONG 5424ND-2 PLAN VIEW - Hood #3 9' 2.00" LONG 246MISC-PSP 3.00" se R 11 `. NO i 61,00' I 61.00" 21.00, 27.00' I 55.00' I 28.00' 10' 2.00'Novi,/10' 2.00"❑D 9' 2,00'Nom./9' 2,00'0 PLAN VIEW - Hood #2 10' 2.00" LONG 5424ND-2 PLAN VIEW - Hood #4 9' 2.00" LONG 246MISC-PSP 0 3.00' 54.00' 24.00" FOR QUESTIONS, CALL RUSTY CASE, STEVE SANKEY, ALLEN PRESILDA, OR ALBERTO HERNANDEZ JR. 17910 SKYPARK CIR STE 210, IRVINE, CA 92614 PHONE: (949) 660-7701, (800) 967-7701 FAX: (949) 660-7702 DAMPER 800-581-0%3 www schn 1/2" DIA. ALL THREAD ROD 1/2' DIA. HEAVY DUTY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELO' THROUGH ANOTHER HANGING HANGING ANGLE ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY k ALSO USED WITH TYPE 2 HOOD MODELS VHB & VHB-G ND -2 HANGING ANGLE DETAILI 1/2" DIA. ALL THREAD ROD 1/2' DIA. HEAVY DUTY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE ANGLE STEEL HANGING *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY *1� ALSO USED WITH TYPE 2 HOOD MODELS VH1, VH1-G, VH2 & VHC ND HANGING ANGLE DETAIL HOOD STYLE DIM FROM DIM FROM DIM FROM REAR FRONT FRONT -ANOPY ND2/ND2-PSP-F 4.17" 2.25" 2.25" ND/ND-PSP-F 2.00" 10.50" 6.00" 3ACKSHELF 2847BD 2.00" 14.25" N/A FRONT/BACK 36"X36" 42"X42" 48"X48" DIMS BY SIZE VHB/VHB-G 2.25" 2.25" 2.25" VH 1 /VH 1-G 5"/9.50" 11"/9.50" 11"/9.50 HANGING ANGLE LOCATIONS CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH 0�NSF® & 54804-001 N FPA® 30054804-002 BUILDING CODES MATERIAL CLEARANCE REDUCTION SYSTEM NON-COMBUSTIBLE NONE REQUIRED LIMITED -COMBUSTIBLE 3" UNINSULATED STANDOFF COMBUSTIBLE 3" INSULATED STANDOFF CLEARANCE TO COMBUSTIBLE`_ ALLA 1. ALL ELECTRICAL "FIELD' CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD` CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY INSTALLING CONTRACTORS. 4. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER MECHANICAL CONTRACTORS's PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE 6. EXHAUST FANS TO TURN ON IN EVENT OF FIRE. 7, ALL LIGHT FIXTURE SHOWN INSTALLED BY CAPTIVE-AIRE ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN HOODS AND TO SNATCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTRAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTORS. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. RAL ANCE 11. KITCHEN HOODS MUST BE BALANCED WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSITIVE WITH RESPECT TO AMBIENT PRESSURE. ADDITIDNAL 14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE 15. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. (GENERAL NOTES II REVISIONS Me 0) d - WI 6' 0 11-1 RISER S WIDTH LENG. DIA. CFM S.P. HOOD NO. P) LEAGTH 'WIDTH HEIGHT m.."3 - W ( 0 U) i on i 110" 24" 6" 12" 24" 1105 0.178" N '12" 24" 1105 0.178" w~Front 110" 24" 6" 12" 24" n� I__L 1105 0-178" 12" 24" 1105 0.178" ANSUL GAS VALVE: THE ANSUL GAS VALVE IS PROVIDED BY CAPTIVEAiRE SYSTEMS. CONTACT OUR OFFICE 11TH THE VALVE SIZE 3 DAYS IN ADVANCE OF I WHEN IT IS NEEDED ON SITE. 54,00' 24,100' 3- INSULATED STANDOFF 10.00" 10.00' E 0 O 22.00' a z w U.L. Listed Incandescent Light Fixture -High Temp Y) z J.; 49.50'- 27.00' ( 55.00' 3.00'Nom./8' 3.00'❑D FILLER PANEL BY OTHER S/S BACKPLASH, TRIM PIECES AND CLIPS BY OTHERS. SEE ARCHITECTURAL SHEETS FOR INSTALLATION INSTRUCTIONS EXPANDED VIEW OF ND2 SECTION 3" INSULATED STANDOFF 11.00" 12.00' L z z z 22.00' c D n1 0 D U.L. Listed Incandescent Light Fixture -High Temp I o 12.00' 12.100' 12,00" - 12,00' 24,00' 24.00, I ® ® 24.00"� 2,00'Nor1,/9' 2,00'0 PLAN VIEW - Hood #1 8' 3.00" LONG 5424ND-2 PLAN VIEW - Hood #3 9' 2.00" LONG 246MISC-PSP 3.00" se R 11 `. NO i 61,00' I 61.00" 21.00, 27.00' I 55.00' I 28.00' 10' 2.00'Novi,/10' 2.00"❑D 9' 2,00'Nom./9' 2,00'0 PLAN VIEW - Hood #2 10' 2.00" LONG 5424ND-2 PLAN VIEW - Hood #4 9' 2.00" LONG 246MISC-PSP 0 3.00' 54.00' 24.00" FOR QUESTIONS, CALL RUSTY CASE, STEVE SANKEY, ALLEN PRESILDA, OR ALBERTO HERNANDEZ JR. 17910 SKYPARK CIR STE 210, IRVINE, CA 92614 PHONE: (949) 660-7701, (800) 967-7701 FAX: (949) 660-7702 DAMPER 800-581-0%3 www schn 1/2" DIA. ALL THREAD ROD 1/2' DIA. HEAVY DUTY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELO' THROUGH ANOTHER HANGING HANGING ANGLE ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY k ALSO USED WITH TYPE 2 HOOD MODELS VHB & VHB-G ND -2 HANGING ANGLE DETAILI 1/2" DIA. ALL THREAD ROD 1/2' DIA. HEAVY DUTY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE ANGLE STEEL HANGING *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY *1� ALSO USED WITH TYPE 2 HOOD MODELS VH1, VH1-G, VH2 & VHC ND HANGING ANGLE DETAIL HOOD STYLE DIM FROM DIM FROM DIM FROM REAR FRONT FRONT -ANOPY ND2/ND2-PSP-F 4.17" 2.25" 2.25" ND/ND-PSP-F 2.00" 10.50" 6.00" 3ACKSHELF 2847BD 2.00" 14.25" N/A FRONT/BACK 36"X36" 42"X42" 48"X48" DIMS BY SIZE VHB/VHB-G 2.25" 2.25" 2.25" VH 1 /VH 1-G 5"/9.50" 11"/9.50" 11"/9.50 HANGING ANGLE LOCATIONS CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH 0�NSF® & 54804-001 N FPA® 30054804-002 BUILDING CODES MATERIAL CLEARANCE REDUCTION SYSTEM NON-COMBUSTIBLE NONE REQUIRED LIMITED -COMBUSTIBLE 3" UNINSULATED STANDOFF COMBUSTIBLE 3" INSULATED STANDOFF CLEARANCE TO COMBUSTIBLE`_ ALLA 1. ALL ELECTRICAL "FIELD' CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD` CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY INSTALLING CONTRACTORS. 4. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER MECHANICAL CONTRACTORS's PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE 6. EXHAUST FANS TO TURN ON IN EVENT OF FIRE. 7, ALL LIGHT FIXTURE SHOWN INSTALLED BY CAPTIVE-AIRE ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN HOODS AND TO SNATCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTRAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTORS. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. RAL ANCE 11. KITCHEN HOODS MUST BE BALANCED WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSITIVE WITH RESPECT TO AMBIENT PRESSURE. ADDITIDNAL 14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE 15. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. (GENERAL NOTES II REVISIONS Me 0) d - WI 6' 0 RESISTANCE VS. AIRFLOW 2=Kleen-Gard Baffle Type Grease F lkATE: 9/23/2009 11-1 z > W ( 0 U) rn MM X N Ll_1 7 N n� I__L LL_I ai U U N `v CL x rn o RESISTANCE VS. AIRFLOW 2=Kleen-Gard Baffle Type Grease F lkATE: 9/23/2009 MENNE W ( U) L MM X Ll_1 7 n� I__L LL_I RESISTANCE VS. AIRFLOW 2=Kleen-Gard Baffle Type Grease F lkATE: 9/23/2009 D WG. #: Hood -1-1029148 Z M DRAWN BY: v 0 SCALE: Not To Scale 150/0.7v zoo 1.01 250/1.Z7 3W/1M 360/1.78 400/Z03 HOOD AIRFLOW (fpm/m/s) � l�i� 110N1Q� Kleen-Gard Baffle Type Filters a e UL Classified Grease Extracting Fil ers. MEA # 168-78-M Aluminum SHEET N0. MEA k 247-96-E Stainless S el FILTER DETAIL 1 PANDA RESTAURANT GROUP INC. 1683 Walnut Crave Ave. Rosemead, California 91770 Telephone; 626.799.13898 Facsimile: 626,372.8288 Ail ideas, designs, arrangement and plans indicates) or represented by this drawing are the property of Panda Express Inc. and were cre=ated for use nn this specific proiect. None of these ideas, dcsigr,.:, arrangements or plans may be used by or discloscd to any person, firm, or corporation without the written pemrission of Pondc Express Inc. REVISIONS: ZL ."T-� "...,,'SF`s..' I h Egg MWE ISSIUE. DATE-, 1sT ]-PERMIT REVIEW! 10.2.x_09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JRE PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044M-9 ARCHITECT: AlIcklov evarchi ts.Clt 10955 LOWELL AVENUE, SUITE 700 �' _r.51 lS;R\.1,?. Ft' V':,::"•:, raS 66210 ph: 913.649.8181 • fx: 913.649.1275 l I hereby certify that this pan, specification, or report was prepamd by me or under my dkw.t supervision and that I am a duly Registered Professional Engineer under the laws of the Stats of Minnesota. Grea Schnocks! LAyLXij// Date 90/t�zzza !QQq RegigtraCen PANDA E XPRE EAGAN PROMENADE 12770 PROMENADE PLACE SUITE 150 EAG_AN, MN 55121 SCHEDULES ANL< D i AILS NC;+_I` O SCALE MENNE MM D WG. #: Hood -1-1029148 Z M DRAWN BY: v 0 SCALE: Not To Scale 150/0.7v zoo 1.01 250/1.Z7 3W/1M 360/1.78 400/Z03 HOOD AIRFLOW (fpm/m/s) � l�i� 110N1Q� Kleen-Gard Baffle Type Filters a e UL Classified Grease Extracting Fil ers. MEA # 168-78-M Aluminum SHEET N0. MEA k 247-96-E Stainless S el FILTER DETAIL 1 PANDA RESTAURANT GROUP INC. 1683 Walnut Crave Ave. Rosemead, California 91770 Telephone; 626.799.13898 Facsimile: 626,372.8288 Ail ideas, designs, arrangement and plans indicates) or represented by this drawing are the property of Panda Express Inc. and were cre=ated for use nn this specific proiect. None of these ideas, dcsigr,.:, arrangements or plans may be used by or discloscd to any person, firm, or corporation without the written pemrission of Pondc Express Inc. REVISIONS: ZL ."T-� "...,,'SF`s..' I h Egg MWE ISSIUE. DATE-, 1sT ]-PERMIT REVIEW! 10.2.x_09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JRE PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044M-9 ARCHITECT: AlIcklov evarchi ts.Clt 10955 LOWELL AVENUE, SUITE 700 �' _r.51 lS;R\.1,?. Ft' V':,::"•:, raS 66210 ph: 913.649.8181 • fx: 913.649.1275 l I hereby certify that this pan, specification, or report was prepamd by me or under my dkw.t supervision and that I am a duly Registered Professional Engineer under the laws of the Stats of Minnesota. Grea Schnocks! LAyLXij// Date 90/t�zzza !QQq RegigtraCen PANDA E XPRE EAGAN PROMENADE 12770 PROMENADE PLACE SUITE 150 EAG_AN, MN 55121 SCHEDULES ANL< D i AILS NC;+_I` O SCALE • i '-"P' � ' �::T i NI FnI?. KA A Tl ()Ni I FAN r U`dIT NO. FAN UNI7 MODEL # MODEL. TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) 1 NCA16FA NCA16FA EF -1 2475 1.250 1047 1.500 3 208 4.7 160.06 ' 2",�..�..._,.�,,.....-.�.�-NICA16FA Y�m � NCA16FA EF -2 3050 1.250 1138 1.500 3 208 4.7 160.06 3 DD9FA DD9FA EF -3 450 0.250 869 0.250 1 115 4.8 83.98 IaF ,a i"rv: /nit, ; 6' i= Anl iN nRNA ATlON FAN INPUT OUTPUT TEMP. RISE REQUIRED INPUT GAS GAS TYPE NO. BTUs BTUs 1 — AC Interlock Relay — 24VAC Coil PRESSURE 1 — Inlet Pressure Gauge, 0-35" 4 UNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM S. P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) NO. WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT G15A2—D.500 EF -1 MA 4420 2 EF -2 ! 4 A2—D.500—G15 -1 0.500 943 3.000 3 208 9.5 828.28 AQ, FIRED KAAhF--I;P AIR IIN!T(c-,) FAN UNIT INPUT OUTPUT TEMP. RISE REQUIRED INPUT GAS GAS TYPE NO. BTUs BTUs 1 — AC Interlock Relay — 24VAC Coil PRESSURE 1 — Inlet Pressure Gauge, 0-35" 4 341013 313732 65 deg F 7 in. w.c. — 14 in. w.c. Natural FAN nPTIt")N; FAN UNIT NO. OPTION (Qty. — Descr.) 1 1 — Grease Box 2 1 — Grease Box 3 1 — 1 15—BDD Damper 4 1 — AC Interlock Relay — 24VAC Coil 1 — Inlet Pressure Gauge, 0-35" UNIT 1 — Manifold Pressure Gauge, —5 to 15" we 1 — Motorized Backdrait Damper for A2—D Housing 2 1 — Freezestat FAN Arrp ggnRIFq (' l IDD A Cc,CAAQI I17C NiO. ON FAN ITEM SIZE ri 1 EXHAUST SUPPLY FAN FAN UNIT UNIT 2 # 2 Curb 26.500"W x 26.500"L x 20.000"H Vented Hinged 3 # 3 Curb NO. TAG GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT 1 EF -1 YES 2 EF -2 YES 3 EF -3 F41 MA -1 YES YES (' l IDD A Cc,CAAQI I17C NiO. ON FAN ITEM SIZE ri 1 Curb 26.500"W x 26.500"L x 20.000"H Vented Hinged 6TH i# 2 # 2 Curb 26.500"W x 26.500"L x 20.000"H Vented Hinged 3 # 3 Curb 19.500"W x 19.500"L x 12.000"H f- 4 # 4 Curb 31.000"W x 79.000"L x 20.000"H Insulated CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted 0 Approved with NO Exception Taken 11 Revise and Resubmit Q CIf_AI i]'rl li?F Your Title Date Centrifugal Upblast Belt (Fan #1 & #2 NCA16FA (EF -1 & EF -2)) FEATURES: —39.375 — ROOF MOUNTED FANS — RESTAURANT MODEL UL762 — AMCA SOUND AND AIR CERTIFIED — WIRING FROM MOTOR TO DISCONNECT SWITCH — WEATHERPROOF DISCONNECT r4 HIGH HEAT OPERATION 300-F (149-C) GREASE CLASSIFICATION TESTING 3 FAN #3 DD9FA — EXHAUST FAN (EF -3) NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300-F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE—UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION, OPTIONS: GREASE BOX HINGED FAN DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: ROOF MOUNTED FANS UL705 AMCA SOUND AND AIR CERTIFIED — WIRING FROM MOTOR TO DISCONNECT SWITCH — DISCONNECT SWITCH — STANDARD BIRD SCREEN L 7F T7, 1 VENTED CURB CJA'Schnackel engineers, o Newyork o anions o too Angeles i 800-581-M3 www.schnacke-I ram .0 GAUGE TEEL :ONSTRUCTION OE �\ /24ROOF OPENING 24 e� DIMENSIONS CURB 20 GAUGE STEEL CONSTRUCTION J 1 LI"IiVGE ROOF OPENING **RO** DIMENSIONS **RO** REVISIONS I (n z S DA T E: 9/23/2009 DWG. #: Fan -6-1029148 DRAWN B Y: SCALE: Not To Scale FAN SHEET NO 6 PANDA RESTAURANT CROUP INC. 1683 Walnut Grove Ave. Rosemead, GaliforrlI 91770 Telephone: 626.799.9898 Facsimile: 62.6.372.8288 All ideas, designs, arrangement and pions inai;abed or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, resigns. arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS_ A _A ISSUE DATE: 1st 2ND PERMIT REVIEW l 10.28. 09 ' 3RD 4TH 5TH 6TH Nhicidoverarch.ect 10985 LOWELL AVE€`!Jit, SUITE 7nn OVER'" ,ANIC `�u''-`',i, KS 66210 ph: 910.649.$181 • ix: 911^.649.1275 e I hereby cert;fy that this plan, specificat,or, or repot xa� prvpc;rod by me or under my direct Pr=, - and that i am o duiy Registered Profaeelonal er Engineunder the laws of the State of Minnesata Grea Schnockel Date 10/27/2009 Registration 42 ` ,;„ Jd R FVNINDA EXPRESS FAGAN PROMENADE 1274 PROMENADE PLACE SUITE 150 EAGAN, MN 55121 r)UIPMENT SCHEDULES AND DETAILS NOT' _i i;; d 0ALE 13 FAN #4 A2-D.50D-G15 - HEATER (MA -1) 1. DIFECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 15" BLOWER 2. INTAKE HOOD WITH EZ FIL iFERS 3. SIDF Dl� CHAIRGE -- AIR FLO1A,! RIGHT -> LEFT 4. COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENCRGIZEC) 5. GAS PRESSURE GAUGE, 0-35", 2.5" DIAMETER, 1/4" THREAD SIZE 6. GAS PRFSSIJRF I.,AUGE, -5 TO +15 INCHES WC_, 2.5" DIAMETER, 1/4" THREAD SIZE 7. MUI'JkiZEU BACK DRAFT DAMPER 22.75' X 24" FOR SIZE 2 STANDARD & MODULAR DIRECT FIRED HEATER`` V!/EXTENDED SHAFT, STANDARD GALVANIZED CONSTRUCTION, 3/4" REAR FLANGE, LF120S AC i"UA'FC)Fi iiVCLUDED 8. FREEZ_ESTAT WITH 10' SENSOR. FACTORY SET AT 357 AND 10 MINUTES. SUPPLY SIDE HEATER INFORMATION: WINTER TEMPERATURE = 207. TEMP. RISE = 607. C U TrUT BTUs AT ALTITUDE OF 0.0 ft. = 280051 INPUT BTUs AT ALTITUDE OF 0.0 ft. = 304403 8 5/8' LIFTING LUG -� lE° EQUIPMENT CURB Direct Fired Heater Wiring DRAWING NUMBER DF1029148--4 1 3 CAB- ,L BK 4 5 e1E 31 7 8 9 10 11 12 13 14 15 16 ((t`$ ­G1 NO 37 3/8' 18 3/4'- ao F 20' Fes--- 31' 17 24VAS,CdI Far Cetling Irnadork�� 18 f�k JOB NAME Panda Express - Eagan MN (S4-1 JOB NUMBER 1029148 TS -01 (UNE 6 2 SW -03 PLUG MT -02 BL MT -01 YWaBV L LOWFIRE START 2D CUSTOMER APPROVAL TO MANITUATTUR!A-02 Approved as Noted❑ BL ?proved With NO Exception Taken VA -03 Revise and Resubmit 23 TS -OS SIGNATURE _�... Your Title _ ,, --Date 36 3/4' "WIRING 40 1/8' 42 1/8' Flame rod 16] FSC -01 Rreye FSC 11-14] AIRFLOW SERVICE DISCONNECT SWITCH BLOWER/MOTOR ACCESS DOOR Modulating amplifier [19] DIRECT FIRED MODULE 39 9/16' 1" NPT 7 13/16' Supply motor[21 E10] TS -03 e Damper m 20' i 79' DATE 9/23/2009 MODEL A2 -D.500 -G15 Motorized Back Draft Damper Freeze Stat Discharge Temp. Control 24V AC Interlock Relay •r.7TiT .I.I.AlogrSiii[S.[ . •7SfMS. e. FR -01 Flame rod 16] FSC -01 Rreye FSC 11-14] MA -01 Modulating amplifier [19] MT -01 Supply motor[21 E10] TS -03 MT -02 Damper m TS -05 51I_ote OL -01 Supply motor overload E 2 71 PS-0012 Switch High Main gas vale[18] NfppSgl4ch Aiirrllow 193 ST -01 Supply motor contactor [21719] RE -10 AC Interlock Relay [10117] SW -01 Main disconnect switch [2] SW -03 Damper end limit switch [4] TR -01 Power tronsfoiV200w) E32 1R-02 Power transform 1 TR -03 Ignitor transformer 14 TR -04 Power trvnsformer(20w) 1 TS 01 Freeze stat [4-5] TS -02 High tamp limit switch E10] TS -03 Intake air thermostat [10 TS -05 Discharge Air Sensor [21] VA -01 Pilot gas valve [13] VA -02 Main gas vale[18] NfppSgl4ch VA -03 Modulating gas valve 20 Small Y Motor Info HP 3 Disconnect VOLTS 3 phs 208 V Component Identification FLA 9.5 Switch r CONTACTOR 100-K12D1OM Label Description Lasntiaa OVERLOAD 193-KCIO MINIMUM CIRCUIT AMPAGTY: 13.03 NnTF S DENOTES FIELD WIRING DENOTES INTERNAL WIRING �+ TERMINALS S4 AND S6 USED ON AF SERIES ACTUATORS TERMINAL 11 PROVIDES COOLING CONNECTION WIRE COLOR YW - YELLOW RD - RED OR - GREEN WH - WHITE BR - BROWN GY - GRAY PK -PINK OR - ORANGE PR - PURPLE Installation Wiring TERMINAL FOR FIELD JOB NAME Panda Express - Eagan MN (S4 -10-D228 DATE 9/23/2009 SWITCHES DRAWING NUMBER RP1029148-4 JOB NUMBER 1029148 MODEL A2 -D.500 -G15 NO. 120 V 1 PH. 240 V 1 PH. 208/460/600 V 3 PH. Installed Options STARTERS Gal -flex Gal -19 Gal-flex QUANTITY TYPE conduit coconduit VOLT FLA NfppSgl4ch (in unit) � (in (in unit) 6 NO -BK Disconnect Disconnect Component Identification Ship Loose With Switch r Switch Label Description Lasntiaa ��actory Factorywiring wiring 1 T 32111OFP Wall Mount In SS Box Prewire 24 Thermostatically Controlled Exhaust 3 1.500 208 4.7 NOTE 1: DUCT THERMOSTATS FIELD WIRED WHEN RISERS SHIPPED LOOSE. IF MULTIPLE THERMOSTATS, THEY ARE WIRED IN PARALLEL WITH DS -01 stomer supolled Customer supplied Customer supplied wiring from wiringy from carting from building buildingbuilding power or pro BK WH GR wired control power or Pre BK RD GR wired control power - pre B B BK GR wired control 3 1.500 panel panel panel Power Connection See above details. L __1 Supply 3 3.00C 208 9.5 I ri4>Es WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED PK - PINK WH - WHITE FI FC'TRIC'AI PArk/A(,Fq 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ELECTRICAL PREWIRE PACKAGE JOB NAME Panda Express - Eagan MN (S4 -10-D2282) DATE 9/23/2009 DRAWING NUMBER 32111OFP JOB NUMBER 1029148 DRAWN BY TROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP 3 Phase, W/ 2 Exhaust Fans, 1 4KER Supply Fan, Exhaust in Fire, Fan On/Off Thermostatically H1 « NI Controlled. LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15A 15 BKR LS -01 16 17 3 PHASE 208V ST -1 OL -1 18 INPUT - L1 L2 T�T2GR3WIRE - L2 L3 T33EXH-13 PHASE - L3 L--- 193 PHASE 208V ST_ OL -3 L1T1 �---- L2 T2 GR COMPONENT PARTS LIST DESCRIPTION LOCATION Contactor Starter Overload Fan Switch (Lighted) Light Switch (140OW max) Hood Light(.) MicroSwitch (Ansul/PyroChem) Relay DPDT Duct Thermostat (See Note 1) Off Delay Timer RZ7-FSB3HU23 SPARE RELAY CONTACTS TERMINAL FOR FIELD USED WHEN FIRE WIRING TO BUILDING SWITCHES ROOFTOP SHUT DOWN SHUNT TRIP, FANS CONTROLLED NO. TAG PACKAGE # LOCATION TR: Tripped, AR: Armed,: Comman STARTERS OPTION C -RD Na LOCATION QUANTITY TYPE 0 H.P. VOLT FLA NfppSgl4ch ZCCM_L NC -PR COL s T ® 6 NO -BK gCa1L,)j, CDM e 5 Ship Loose With 1 Light 23 Exhaust On In Fire, Fans On/Off FIELD INSTALLED FIRE SYSTEM IL 1 T 32111OFP Wall Mount In SS Box Prewire 24 Thermostatically Controlled Exhaust 3 1.500 208 4.7 NOTE 1: DUCT THERMOSTATS FIELD WIRED WHEN RISERS SHIPPED LOOSE. IF MULTIPLE THERMOSTATS, THEY ARE WIRED IN PARALLEL WITH DS -01 1 Fan Exhaust 3 1.500 208 4.7 Supply 3 3.00C 208 9.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ELECTRICAL PREWIRE PACKAGE JOB NAME Panda Express - Eagan MN (S4 -10-D2282) DATE 9/23/2009 DRAWING NUMBER 32111OFP JOB NUMBER 1029148 DRAWN BY TROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP 3 Phase, W/ 2 Exhaust Fans, 1 4KER Supply Fan, Exhaust in Fire, Fan On/Off Thermostatically H1 « NI Controlled. LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15A 15 BKR LS -01 16 17 3 PHASE 208V ST -1 OL -1 18 INPUT - L1 L2 T�T2GR3WIRE - L2 L3 T33EXH-13 PHASE - L3 L--- 193 PHASE 208V ST_ OL -3 L1T1 �---- L2 T2 GR COMPONENT PARTS LIST DESCRIPTION LOCATION Contactor Starter Overload Fan Switch (Lighted) Light Switch (140OW max) Hood Light(.) MicroSwitch (Ansul/PyroChem) Relay DPDT Duct Thermostat (See Note 1) Off Delay Timer RZ7-FSB3HU23 SPARE RELAY CONTACTS TERMINAL FOR FIELD USED WHEN FIRE WIRING TO BUILDING SYSTEM DISCHARGES TO FIRE PANEL, DRY SHUT DOWN SHUNT TRIP, CONTACTS FOR SIGNAL EQUIPMENT... OR PROVIDE ONLY SIGNALS. MS -2 TR: Tripped, AR: Armed,: Comman PANEL MOUNT ON RFI AY socKET STYLE DELTROL 3" NC _1 C -RD Na •cuOrY ST -2 OL -2 L4 L1 T�T1 ---BR L5 L2 TILS MSI MS -2 .� NO ..@. NO -BL NC 2g PHASE - L6 L3 TL3 NfppSgl4ch ZCCM_L NC -PR COL s T ® 6 NO -BK gCa1L,)j, CDM e 5 NC -BR Motor Type PH Volt HP FLA BREAKER Exh-1 Exh 3 208 1.5 4.7 20 Amp Sup -3 Sup 3 208 3 9.5 -- Amp Exh-2 Exh 3 208 1.5 4.7 15 Amp 20 L3 T3V ---DENOTES SUP-3DENOTES 0 FIELD WIRING INTERNAL WIRING 3 PHASE 208VWIRE m COLOR 21 N BK - BLACK YW - YELLOW INPUT - 3 WIRE - ST -2 OL -2 L4 L1 T�T1 ---BR L5 L2 TILS EXH-2 GROR BL -BLUE GY - C42AY - BROWN PR - PURPLE - ORANGE OR/BL-ORANGE/BLUE 2g PHASE - L6 L3 TL3 - RD - REDf1�FpBE1 BLUE/RED (STRIPE) 6 U 5Ii-WHITERD/GN -RED/GREEN C) NOTE: IF WALL MOUNT PREWIRE, OR 23 FIELD INSTALLED FIRE SYSTEM IL MICROSWITCH, THE TERMINALS SHOWING T FACTORY HARING MUST BE FIELD WIRED. 24 12 x 18 x 6 Box NOTE 1: DUCT THERMOSTATS FIELD WIRED WHEN RISERS SHIPPED LOOSE. IF MULTIPLE THERMOSTATS, THEY ARE WIRED IN PARALLEL WITH DS -01 NOTE: UNLESS OTHERWISE STATED, PANDA RESTAURANT GROUP SHALL PROVIDE ALL EQUIPMENT ON THE FOLLOWING CAPTIVEAIRE SHEETS, INCLUDING: HOODS, FIRE SYTEM, EXHAUST FANS, SUPPLY FAN, BATHROOM FAN AND ELECTRICAL INTERLOCK PACKAGE ELECTRICAL PACKAGE NOTES: 1. A PRE -WIRED ELECTRICAL CONTROL PACKAGE SHALL BE PROVIDED TO OPERATE THE HOOD LIGHTS AND FANS. 2. PACKAGE SHALL CONSIST OF SWITCH PANEL WITH LIGHT SWITHCH(ES) AND RED -LIGHTED FAN SWITCH(ES), STARTER/OVERLOAD ASSEMBLY FOR EACH FAN(OPTIONAL), NUMBERED INPUT/OUTPUT TERMINAL STRIPS, AND A TERMINAL FOR DOUBLE -DUAL FIRE SYSTEM MICROSWITCH CONNECTION. 3. ONE RELAY IS WIRED TO MICROSWITCH (IN FIRE SYSTEM) FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR ADDITIONAL FIRE SYSTEM ACTIVATED DRY CONTACTS. 4. ELECTRICAL CONDUIT DROPS FROM THE FAN(S) SHALL BE CONNECTED TO THE NUMBERED TERMINAL STRIP. CONDUIT BETWEEN THE PRE -HARE PACKAGE AND FAN(S) SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL PACKAGE INSTALLATION: 1. THE PRG STANDARD ELECTRICAL PACKAGE IS DESIGNED TO POWER THE HOOD EXHAUST FANS IN THE EVENT OF A FIRE. IF THE ANSUL SYSTEM HAS NOT BEEN CHARGED AND THE RELEASE NOT SET IN THE "COCKED" POSITION, THE EXHAUST FANS WILL OPERATE WITH FAN SWITCH IN THE OFF POSITION. THIS DOES NOT REPRESENT AN EQUIPMENT MALFUNCTION AND WILL BE CORRECTED WHEN THE CERTIFIED ANSUL INSTALLER VISITS THE SITE. REVISIONS E 0 0 DATE: 9/23/2009 DWG. #: ECP -11-1029148 DRAWN BY: SCALE: Not To Scale ECP SHEET N 0. 11 PANDA RESTAURANT II �4R SUP INC. 1633 Walnut Grove.Ave. Rosamead, California 91 770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. Nona of these ideas, ciep;vs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the writien permission of Panda Express Ine. REVISIONS, ISSUE DATE: 1ST PERMIT REVIEW 10.2 8.019 2ND I 3RD I 4TH 5TH 8TH PANDA PROJECT #: S4 -1U-022%2 ARCH PROJECT : 09 44, 0 9 ARCHITECT. Ina" t ph kioverarchivec. 10955 LOWELL AVENUE, SUITE 710 OVERLAND PARK, iKS 66210 ph: 913.649.8181 a fx: 913.649.1275 STAMP. 1 h,:reby c w'tify thot. this plan, specMcation, or repot tins prepared bj mfi or under my direct superWailon and that I am a duly Royiatered Professional Engineer under the Tawe of the Stato of Minneseto. Greg Schnackei Dote Irk 27/2;1_ Registration lig, Z1314 PANDA EX R.E EAGAN PROMENADE 1270 PROMENADE PLACE :QUITE 1.50 EAGAN, MN 55121 i� 2 �^ 0 SCHEDULES AND DETAILS 00' 0 m N 0) (n 6 U C) IL T V) DATE: 9/23/2009 DWG. #: ECP -11-1029148 DRAWN BY: SCALE: Not To Scale ECP SHEET N 0. 11 PANDA RESTAURANT II �4R SUP INC. 1633 Walnut Grove.Ave. Rosamead, California 91 770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. Nona of these ideas, ciep;vs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the writien permission of Panda Express Ine. REVISIONS, ISSUE DATE: 1ST PERMIT REVIEW 10.2 8.019 2ND I 3RD I 4TH 5TH 8TH PANDA PROJECT #: S4 -1U-022%2 ARCH PROJECT : 09 44, 0 9 ARCHITECT. Ina" t ph kioverarchivec. 10955 LOWELL AVENUE, SUITE 710 OVERLAND PARK, iKS 66210 ph: 913.649.8181 a fx: 913.649.1275 STAMP. 1 h,:reby c w'tify thot. this plan, specMcation, or repot tins prepared bj mfi or under my direct superWailon and that I am a duly Royiatered Professional Engineer under the Tawe of the Stato of Minneseto. Greg Schnackei Dote Irk 27/2;1_ Registration lig, Z1314 PANDA EX R.E EAGAN PROMENADE 1270 PROMENADE PLACE :QUITE 1.50 EAGAN, MN 55121 i� 2 �^ 0 SCHEDULES AND DETAILS 00' LIGHTING FIXTURE SCHEDULE LAMP SPECIFICATION MOUNTING (SEE GENERAL NOTE A) 0 C/-) w U Z w J Z (/� Q _ J J Q m J w Li_ UJ MARK MANUFACTURER CATALOG NUMBER QUAN DESCRIPTION TYPE VOLTS � N C/)REMARKS FL -=FLUORESCENT, CFL=COMPACT FLUORESCENT, IND=INCANDESCENT, MH=METAL HALIDE, HPS=HIGH e L1 LIGHTOLIER XP2—GVA-332—UNV-03 3 F032,730, WHITE FL UNV CONTRACTOR SHALL. PROVIDE ALL LAMPS. ALL FLUORESCENT LAMPS SHALL BE BY THE SAME LAMP MANUFACTURER IN ORDER TO MATCH COLOR PHOSPHORS. ALL FOUR FOOT X FLUORESCENT LAMPS SHALL BE OF THE LOW MERCURY CONTENT TYPE. NOTE KITCHEN CEILING LIGHTS FURNISHED BY OWNER UA LIGHTOLIER XP2—GVA-332—UNV-03—EM 3 F032,730, WHITE FL UNV FOR EXIT LIGHTS, COORDINATE MOUNTING CONFIGURATION REQUIREMENT, DIRECTIONAL ARROWS, NUMBER OF FACES, ETC. WITH PLAN DRAWINGS. X E: PROVIDE. ALL NECESSARY MOUNTING HARDWARE, FITTINGS, CONNECTORS, PENDANT FEEDS, END CAPS, ETC. FOR A COMPLETE TRACK LIGHTING SYSTEM. KITCHEN CEILING LIGHTS FURNISHED BY OWNER L? JUNG NAVILITE: N1BLHO 2 INCLUDED IND UNV X LAMPS SUPPLIED W/ FIXTURE FIXTURE FURNISHED BY OWNER L4 JUNO NAVILITE: NXPB3GWH 1 INCLUDED LED UNV X FURNISHED BY OWNER L6Ai mBUILT IN EQUIPMENT _ FURNISH AND INSTALLED 1 CF14EL/A19, 3000K FL 120V X ELECTRICAL CONTRACTOR TO DO WIRING BY EQUIPMENT INSTALLER IN HOOD TL6B KASON 1810F00048 2 F32T8, WHITE FL 120V X FURNISHED BY GENERAL RESTAURANT EQUIPMENT L17A GH LIGHTOLIER y FRAME—IPJ KIT: 1002P1 1 15W A19, PAR30 FL 120V X FURNISHED BY OWNER REFLECTOR: 1013 TRIM: NM ....___._ L18 _......__ .,� LIGHTOLIER BESA V SERIES PENDANT, TARA 1 26W, MED BASE, CFL 120V X ACCENT LIGHTING FURNISHED BY OWNER 1 VT-4127MA—BK SCREW—IN CFL l._75MP LIGHTOLIER 220R6BK WITH 6190BK AND 1 SYLVANIA 37W IR IND 120V X ACCENT LIGHTING 6074BK MR16 FL35 FURNISHED BY OWNER L79 LIGHTOLIER LIGHTOLIER: FORECAST 1 13W GU24 BASE 'A' FL I I 120V X SHORTEN CHORD IN FIELD F5107-19 LAMP I FURNISHED BY OWNER LIGHTING FIXTURE SCHEDULE GENERAL NOTES.- NC:TE A: FL -=FLUORESCENT, CFL=COMPACT FLUORESCENT, IND=INCANDESCENT, MH=METAL HALIDE, HPS=HIGH PRESSURE SODIUM, LPS=LOW PRESSURE SODIUM, MV=MERCURY VAPOR, LED=LIGHT EMITTING DIODE NOTE B: CONTRACTOR SHALL. PROVIDE ALL LAMPS. ALL FLUORESCENT LAMPS SHALL BE BY THE SAME LAMP MANUFACTURER IN ORDER TO MATCH COLOR PHOSPHORS. ALL FOUR FOOT FLUORESCENT LAMPS SHALL BE OF THE LOW MERCURY CONTENT TYPE. NOTE C: CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, TRIM RINGS, ETC. FOR THE TYPE OF CEILING SPECIFIED. COORDINATE WITH THE ARCHITECTURAL ROOM FINISH SCHEDULE. NOTE D: FOR EXIT LIGHTS, COORDINATE MOUNTING CONFIGURATION REQUIREMENT, DIRECTIONAL ARROWS, NUMBER OF FACES, ETC. WITH PLAN DRAWINGS. NOTE E: PROVIDE. ALL NECESSARY MOUNTING HARDWARE, FITTINGS, CONNECTORS, PENDANT FEEDS, END CAPS, ETC. FOR A COMPLETE TRACK LIGHTING SYSTEM. A, E," ISTING CONDITIONS SHOWN ARE BASED ON L IMI TED FIELD VERIFICA TION BY OTHERS. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDI TIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. e. CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING CONDI TIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH Rl WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE T9 DEMOLISH ALL EXISTING AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF NEW WORK. C, PROVIDE AN UNSWI TCHED HOT LEG TO ALL EMERGENCY LIGHTS, EXIT SIGNS', AND NIGHT LIGHTS. 0, PRO I'10F SHIELDED LAMPS FOR FIXTURES IN FOOD PREPARA TION AND SL"RVING AREAS. E. REMOVE ALL EQUIPMENT, DEVICES, LUMINAIRES, CONDUITS, .SUPPORTS, HANGERS, ETC. , NOT SHOWN THAT ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. THE OWNER SHALL HA VE FIRST SAL VAGE RIGHTS ON ALL MA TERIALS AND EQUIPMENT. G. MAINTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE POWER TO REMAINING DEVICES, LUMINAIRES, OR EQUIPMENT NOT BEING REMOVED. LIGHTING FIXTURE SCHEDULE n SCALE: NOT TO SCALE �/ 1. LIGHT FIXTURES FACTORY INSTALLED IN EXHAUST HOOD. PROVIDE WIRINC TO EXHAUST HOOD CONTROL PANEL PER MANUFACTURER ,S WIRING DIAGRAM AS REQUIRED. 2. ALL EMERGENCY, EXIT, AND NIGHT LIGHTS SHALL BE_ WIRED AHEAD OF CONTACTORS CONTROLLING THE LIGHTING CIRCUITS. TYPICAL. J. APPROXIMA TE L OCA TION OF SWI TCHBANK. VERIFY EXACT L OCA TION WI TH THE PANDA EXPRESS FIELD REPRESENTA TI VE. SEE DETAIL THE SWI TCHBANK DETAIL 5/E--5.0 FOR ADDI TIONAL INFORMA TION. 4. CONNECT TO EXHAUST FAN SERVING THIS ROOM. LIGHTS AND EXHAUST FAN SHALL SE SWITCHED INDEPENDENTLY. SEE SHEET E-3. 0 FOR LOCA TION OF EXHAUST FAN. REFER TO CONTROL DIAGRAM 2/E1. 0. 5. TIMECLOCK SWITCHES TO BE MOUNTED ABOVE ELECTRICAL PANELS. 6. PROVIDE FINAL CONNECTION TO SOFFIT LED L ICHTINC. VERIFY REQUIREMENTS WITH LIGHTING VENDOR PRIOR TO ROUGH—IN. GENERAL LIGHTING NOTES 4 LIGHTING NOTES 3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE RESTROOM LIGHTS (TYPICAQ- DPST SWITCH (TYPICAL) RESTROOM #1 XHAUST FAN ROOF �NNo- 120V------3,- 120 V-----3,- RESTROOM #2 EXHAUST FAN CONTROL DIAGRAM (_q)I � SCALE: NOT TO SCALE = I �� 2, IL TE 2, 'ICAL SOD -58E1-0463 www-schnackel.com LIGHTING PLA SCALE. 1/4"= 1 e_09� / PANDA !R.FF' 7,11.1-1 RANT GROUP INC. 1683 k,"Valnut Grave Ave. Rosemead, California 91770 Telephone: 626,799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS-. ISSL.1, F D. AT isr P'EW,4IT REVIEW 2ND 3RD ' 4r,H 51H j PA DA R , r a= ARCHITECT: I ghc1dorerrcr 10955 LOWELL. AVENUE, SUITE 7-W OVERLAND PARK, KS 66210 ph: 913.649.8181 � f,,: 913.649.12 STAMP: I ha-aby �'altrfy thm this p;;�..". T. "'fdcotlon, or report was prepared by me .r:• ondor nil, &"ict superieion and thot I am a duty Registered f�r.f tonal Dr&'aar ander the laws of the State of Mhnxaaic. Schnadnl Date 10/27/2009 Registration 1270 PROMENADE PLACE SUITE 150 EAGAN, MN "5121 ? E -.J E L E C T P � -..:... LIGHTING PLAN r KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE I CONNECTION TYPE CIRCUIT DATA DISCONNECT SWITCH RECEPTACLE CKT. BREAKER CONDUCTORS PANEL .u..AP'� EQUiPMENT DESCRIPi1''`+ V�'LTAGE PHASE AMPS LOAD (VA) HARD- WIRED CIRCUIT NUMBER CONDUIT SIZE REMARKS RATING FUSES NEMA CFG. IG GFI RATING ST GFI QTY. SIZE EQ. GND. 044AE-4 ° SNEEZE GUARD � 12OV io 12.5 1500 X A-21 20/1 2 #12 #12 3/4" BEVERAGE DI`.:PENSER � 120V 10 1.5 180 5-20R X B-10 20/1 2 #12 #12 3/4" _ CARBON; ATOP } i 20V 17 7.2 864 5-20R X B-12 20/1 / 2 # 12 # 12 3 4" / qL; iCED TEA 0R.-- iER s 120V 10 14.4 1728 5-20R X B-19 20/1 2 #12 #12 3/4" # i0F' IC•E MACHINE 12CV 10 i.1 180 5-20R A-19 20/1 X 2 #12 #12 3/4" 1{)Kr; ICF h�AC 'INE REMOTE t 0NI!:ENSEF 208V 1,-6 11.7 2434 X 30/2 / 25 B-34 30 2 / 2 # 12 # 10 3 4' / INTERLOCK WITH ASSOCIATED EVAPORATOR i_ F RYFRS 120V -1` 0V 1 10 io .... 4.5 ,5 540 1800 5-20R X B-39 20/1 X 2 #12 1 #12 3/4" AH� 2i! E HOL.DING1CABiNET 5-20R X B-25 20/1 X 2 #12 #12 3/4» 31WALKI,N COOLER ,3PORATOR COL 120V10 15 1800 X B-29 20/1 2 #12 #12 3/4" _..�_31 _ -�s OLFR WALK -J EOINTERLOCK _ 1 ?08V 10 20 2288 X 30/2 20 B-26 30/2 2 #12 #12 3/4" INTERLOK WEVAPORATOR A 32_.� WALK --IN FREEZER EVAPORATOR COIL 208V 10 13.4 2788 X 30/2 15 B-40 20/2 2 #12 #12 3/4" 32 WALT,, -IN t-REEZER GOIvGENSER 208V 10 2.0 2288 X 30/2 20 B-30 30/2 2 #12 #12 3/4" INTERLOCK WITH ASSOCIATED EVAPORATOR 32F 48" WORKTOP FREEZER 120V 10 8.7 1044 5-15R X B-35 20/1 2 #12 #12 3/4" 34A j84" REF. PREP TABLE 120V 10 12 1440 5-15R X B-33 20/1 2 #12 #12 3/4" 34ri 32 REF. PRLP i AELE: i 20V 10 5.5 660 5-15R X B-31 20/1 2 #12 #12 3/4 45A FOOD -1ROCESti()R 120V 10 7.2 864 5-20R X B-41 20/1 2 #12 #12 3/4" 54 RICE WARMER 120V 10 0.8 100 5-20R X A-17 20/1 2 #12 #12 3/4" 550 MICROWAVE 208V 10 13 2704 6-15R A-30 15/2 2 #12 #12 3/4" 55b MICROWAVE 208V 10 13 2704 6-15R A-34 15/2 2 #12 #12 3/4" ' 8 CASH REGISTER 120V 10 4.2 500 5-20R X A-14 20/1 X 2 #12 #12 3/4" `,3A COMPUTER 120V 14 0.8 100 5-20R X A-14 20/1 X 2 #12 #12 3/4" 86A FOS PRINTERS 120V 10 0.4 50 5-20R X A-16 20/1 X 2 #12 #12 3/4" R-7FAX MACFEINE 120V 10 0.4 50 5-20R X A-16 20/1 X 2 #12 #12 3/4" M4 HQOD CONTROL PANEL 120V 10 10 1200 X A-15 20/1 2 #12 #12 3/4" "'A8 FLY FAIN 120V 10 5.1 612 5-15R X B-8 20/1 2 #12 #12 3/4" P2/='� GAS WATER HE.=.TER ` 120V 14 5 600 X B-38 15/1 2 #12 #12 3/4" f%2L ELrCTRIC t,NATEI: HEATER ! 208V10 14.5 3000 X 30/2 B-18 20/2 2 #12 #12 3/4" SFtr ICE COUIv1Z:R WELLS 208 3� 8.3 3000 X B-1 20/3 3 #12 #12 3/4" SEE WIRING DIAGRAIM 3/E-5.0 S, -,)-.,VICE COUNTER WELLS 208 3m 10.3 3700 X B-7 20/3 3 #12 #12 3/4" SEE WIRING DIAGRAIM 3/E-5.0 C3 SFE? v'ICW COJP;TFP 'WELLS 208 30 8.3 3000 X B-13 20/3 3 #12 #12 3/4" SEE WIRING DIAGRAIM 3/E-5.0 ^ SCC ISERVICE COUNTER WELLS 208 30 10.8 3900 1 X B-2 20/3 3 #12 #12 3/4" SEE WIRING DIAGRAIM 3/E-5.0 KITCHEN EQUIPMENT SCHEDULE G SCALE: NOT TO SCALE V . A . EXIST INC CONDI TIONS SHOWN ARE BASED ON L IMI TED FIELD 1. PROVIDE 2 '-0 " x 2 '-0 " x J14 " PL YWOOD TELEPHONE 11. PROVIDE INDIVIDUAL FUSED DISCONNECT SWITCHES OR CIRCUIT >',FRIFICATION BY 07 E,PS. CONTi4ACTOR SHALL ADJUST FOR BACKBOARD. BACKBOARD SHALL BE PAINTED WITH FIRE BREAKERS FOR EACH MOTOR STARTER IN HOOD CONTROL PANEL. ACTUAL FIELD CONDITIONS AT NO ADDI TIONAL EXPENSE TO THE RETARDANT PAINT. PROVIDE A GROUND BAR MOUNTED ON ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING BETWEEN J NEI?. TELEPHONE BACKBOARD WITH A #6 GROUND WIRE TO THE POWER THE HOOD AND THE HOOD CONTROL PANEL. VERIFY LOCA TION OF B CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW SYSTEM'S GROUNDING ELECTRODE SYSTEM. HOOD CONTROL PANEL PRIOR TO ROUGH -IN. INSTALLATION E s r 5TINC CONDI TIO"VS AGAINST THE PLANS, AND FAMILIARIZE 2. PROVIDE JO AMP, 2 -POLE FUSIBLE DISCONNECT SWITCH WITH SHALL BE IN ACCORDANCE WI TH LOCAL CODES. COORDINA TE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF 15 AMP FUSES FOR FREEZER EVAPORA TOR COIL AND DRAIN LINE LOCA TION PRIOR TO ROUGH -IN. WORK, CONTRACTOR IS P,ESPOA' ISLE TO DEMOLISH ALL HEA T TRACE. REFER TO DETAIL 6/E --J. 0 AND 7/E--3.0. 12. INTERLOCK GAS SOLENOID VALVE WITH ANSUL SYSTEM SUCH EXISTING AS REQUIRED TO ALLOW FOR INSTALLA TION AND J. PROVIDE 2" CONDUIT WITH PULLSTRING FROM JUNCTION BOX THA T SOLENOID VA VE CLOSES UPON ANSUL SYSTEM CONS; RUCTION OF NEW WORK. WI TH COVER TO ABOVE ACCESSIBLE CEILING AND TERMINA TE ACTI VA TION. C. REMOVE ALL EQUIPMENT; DEVICES, LUMINAIRES, CONDUITS, WITH BUSHINGS FOR CAMERA WIRES (OWNER SUPPLIED). REFER 13. REFER TO DETAIL 5/E-3.0 FOR COOLER EVAPORATOR COIL SUPPORTS, HANGERS- _FTC. , NOT SHOWN THAT ARE REQUIRED TO TO DETAIL 2/E--2.0. WIRING DIAGRAM. BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. 4. PROVIDE I" CONDUIT WITH PULLSTRING FROM JUNCTION BOX TO 14. DUCT THERMOSTA T PROVIDED BY THE OWNER AND INSTALLED BY D. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE ABOVE ACCESSIBLE CEIL ING AND TERMINATE WITH BUSHINGS THE MECHANICAL CONTRACTOR. WIRE CONNECTIONS ARE BY THE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. FOR SPEAKER WIRES (OWNER SUPPLIED). REFER TO DETAIL 2/E- ELECTRICAL CONTRACTOR. REFER TO SHEET M-4.2 FOR THE OWNER SHALL HAVE FIRST SALVAGE RIGHTS ON ALL 2.0. ADDI TIONAL INFORMA TION. MATERIALS AND EQUIPMENT. 5. PROVIDE FINAL CONNECTION TO FIRE SUPPRESSION SYSTEM. 15. CONTRACTOR SHALL ROUTE CONDUIT UNDERSLAB FROM NEAREST l ivf 1INTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE ANSUL PULL STATION. REFER TO DETAIL 3/E--2.0. FULL HEIGHT WALL AND STUB UP TO STAINLESS STEEL POWER i POWER TO REMAINING DEVICES, LUMINAIRES, OR EQUIPMENT 6. PROVIDE SHOW WINDOW RECEPTACLES AS CLOSE TO WINDOW HEAD PANEL AT KITCHEN CENTER ISLAND. REFER TO ARCHITECTURAL I NOT BE,TNG REMOVED. AS POSSIBLE. DETAIL ON SHEET F-1.0 FOR ADDI TIONAL INFORMA TION. F. REFER TO THE MECHANICAL PLANS FOR ADDI TIONAL 7. ALL CONDUIT FOR FRONT LINE EQUIPMENT TO BE ROUTED IN COORDINA TE LOCA TION WITH PROJECT MANAGER PRIOR TO ROUGH- INFOPUA TION AND REQUIREMENTS ASSOCIATED WITH THE CASEWORK TO JUNCTION BOX AT THE ADJACENT WALL. IN. MECHANICAL EQUIPMENT. 8. PROVIDE TIME SWITCHES AND CONTACTORS ON WALL ABOVE G. Rr ; P TO KI TCHEN ORA WINC K-1. 0 FOR EXPL ANA TION OF ELECTRICAL PANELS. REFER TO TIME SWITCH AND CONTACTOR EQUIPMENT TAG NUMBERS. SCHEDULES ON SHEET E-5.0, AND DETAIL 6/E--5.0 FOR H. ALL 12OV, SINGLE PHASE, 15 AMP AND 20 AMP RECEPTACLES ADDITIONAL INFORMA TION. WITHIN THE KITCHEN AREA SHALL BE GFCI TYPE. ALL 9. PROVIDE 1 " CONDUI T WI TH PUL LSTRING FOR DA TA AND PHONE I SOLA TED GROUND RECEPTACLES WI THIN THE KITCHEN AREA FROM FRONT CASH REGISTER LOCATION TO MANAGER STATION. SHALL BE GFCI PROTECTED BY A GFCI TYPE CIRCUIT BREAKER 10. PROVIDE FINAL CONNECTION TO SIGNAGE. COORDINATE IN PANF_L.BOARD. LOCATION AND REQUIREMENTS WITH SIGN CONTRACTOR. I. VERIFY ELECTRICAL CONNECTION REQUIREMENTS OF ALL PROVIDE LOCAL DISCONNECT SWITCH MOUNTED IN AN Kar 7'Cl1i_.w' E�11J:rPMFNT r,! r r tI F_QUIP,1�ENT SUPPL. IER PRIOR TO INCONSPICUOUS LOCA TION. EACH SIGN CIRCUI T SHALL HA VE ROUGH -IN AND ADJUST ELECTRICAL PROVISIONS AS NECESSARY. SEPARATE NEUTRAL AND SEPARA TE EQUIPMENT GROUND 'J. PROVIDE STA INLES5 STLEL COVER PLA TE FOR KI TCHEN AND CONDUCTORS. DINING ROOM AND WHITE COVER PLATE FOR FAINTED SURFACE. j tNERAL POWER NOTES 5 POWER AND SYSTEMS NOTES 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE PROVIDE 1/2" CONDUIT, PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. EXTEND CONDUIT, INSIDE WALL, TO ABOVE ACCESSIBLE CEILING SPACE. ,-- PROVIDE 4" OCTAGON BOX WITH SCREW THREADS SET A T THE 2 O'CLOCK AND 8 O'CLOCK POSITIONS. i \-015UL PULL STATION PROVIDED BY OTHERS. I I a ,\,I 5 .. PIJA__ � -. S TION DETAIL ---- SCALE: NOT TO SCALE SPEAKER WIRES INSTALLED BY OWNER'S VENDOR CAMERA WIRES INSTALLED BY OWNER'S VENDOR 2' X 2' X 3/4" PHONE BOARD "J" BOX WITH 1" CONDUIT AND f OUT TO EQUIPMENT PULLSTRING TO ABOVE CEILING BY ELECTRICAL CONTRACTOR 2 GANG PLASTER RING WITH 2" FOR MUZAK SPEAKERS CONDUIT TO ABOVE CEILING WITH PULLSTRING AND BLANK COVER BY ELECTRICAL CONTRACTOR CAMERA J J WIRES INSTALLED BY OWNER'S VENDOR ADT CONTROL RECEPTACLE SECURITY SYSTEM THERMOSTAT MUZAK SYSTEM CONTROLS ORANGE RECEPTACLE W/ ISOLATED GROUND HORIZONTAL FOR COMPUTER J -BOX FOR ADT KEYPAC IG VOICE (FOR BUSINESS LINE) FAX AND CREDIT CARD ORANGE RECEPTACLE W/ 1/2- CONDUITS TO ABOVE CEILING MUZAK SYSTEM ISOLATED GROUND _ J -BOXES J FOR COMPUTER 0 REMOTE VOLUME IG CONTROL 1" CONDUIT FOR DATA TO FRONT COUNTER POS SAFE-/ FRONT ELEVATION SIDE ELEVATION MANAGER STATION ELEVATIONS 2 N A - 4, (VIA CONTACTOR C-1) �I NOTE s .,, +24" M6 �4H 1 C�3 i KITCHEN GFI NOTE 14 I J +44" I +24" NOTE 5 T 34H I +2 „ � NOTE 9 +24"� 81 +30" +24'(C� 21 E +2 'QE - 86A +24" ` +24" +24" 81 W TH A-28 i I NO TE 14 1171 -.LRVICE AF 10, W 800-581-0%3 www.u:hnackelcom SCA LE: NOT TO SCALE %` A -26 NOTE 3 NOTE 4 i I 106A NTF;'r' VESTIBULE I I S1 S2 NOTE 6 71 1 - NOTE 10 C ------ J -NOF 1 A-2,(VIA CONTACTOR C-1, #10 WIRE) POWER AND SYSTEMS PLA SCALE: 1/4"=11-011 f k PANDA RESTAURA` i :ROUP INC. 1663 WaInui Grove Ave. Rosemead, California 9177€ TeleDhone: 628.799.9898 Facsimile: 626.37/2.8288 Al ideas, designs, arrangement and plans or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. Pone of these ideas, arrangements or plans may be used by or cis toaea to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: a _A ISSUE DATE: 151 PERMIT REVIEW 10.28.00 2ND 3RD_ ---------------�-._�_� 4TH 5TH sTH DRAWN BY: NLE PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044..000 ARCHITECT: 9 10955 LOWEI-ILEVEN UE, '` 7r)oD OVERLAND PARK, ISS 66210 ph: 913.649.8131 . t:913.649.1275 STAMP I hergby certHv that this Wan, epecitwi3on, or reperi was r ra++ :,y me or under my dkect eupavisia's aid that I adu3Y Registered ProfaesionaI Engineer unm a der the �;:ws of the State of Minnesota_ crag Schnackel Doteta127 ,�q$-- RrgFstration rig,-._ 7 14__ PANDA P EAGAN PROMENADE 1270 PROlpgqME^NADE PLACE ST150 0 EAGAN, MN 8512: T- -------------- F 1 -F1 FST FFy, F10VVER AND IS 'A 1 e I NOT USED g SCALE: NOT TO SCALE TYPICAL FREEZER SINGLE PHASE WIRING DIAGRAM 'OMING POWER OV.60CY.1 PH. VAPOR PROOF LIGHT BASE RED PRIES. RELEIF PORT HEATER DOOR HEATER PILOT LIGHT & SWITCH FREEZER LIGHTING & DOOR HEATER WIRING DIAGRAM 7 SCALE: NOT TO SCALE 230/208V. 60CY. 1 PH. TIMER PARAGON 8145-20 230 V. 230/208 V SWITCHIN & f SOLENOLIDE L1 — L2 =G FUSED DISCONNECT SWITCH BY ELECTRICIAN 2P-30AS-15AF LAJ ii 0 Y ck� o D W W J Of M 4 N X JUNCTION BOX ON COIL 230 V SOLENOIDE COIL & ° 2 VALVE (SPORLAN MODEL 12' 230 V HEATER i # MKC1 & E6S130) CABLE ON COIL GRAIN LINE TEMPERATURE CONTROL (PENN MODEL # A19BBC-2) F E;"ER F\!APORATOR COIL WIRING DIAGRAM SCALE: NOT TO SCALE 120V. 60CY. 1 PH. 120V SUPPLY LINE G w � TERMINAL BOX ON COIL ITE WHITE RED I RED l COIL SERVICE PILOT 3 SWITCH LIGHT & TEMPERATURE SWITCH 1 CONTROL (PENN MODEL d 12ii�/ SOLENOIDS # A19BBC-2) FM — L COIL & VALVE =G LIGHT BLOWER (SPORLAN MODE:._ FAN(S) MOTOR I # MKC1 & E6S130) 1xPO_ .A_TOR COIL WIRING DIAGRAM 5 SCALE: NOT TO SCALE 1. WIRING SHOULD BE DONE ACCORDING WITH NATIONAL AND LOCAL CODE. 2. CHECK ON VOL TACE ON CONDENSING UNIT AND EVAPORA FOR COIL BEFORE ANY WORK IS DONE. J. SOLID LINES TO BE WIRED BY LICENSED ELECTRICAN ON SITE. DOTTED LINES ARE MANUFACTURED PRE—WIRED. 4. ANY PENETRATIONS THROUGH BOX SHALL BE SEALED AIR TIGHT. WIRING DIAGRAM NOTES () 4 SCALE. NOT TO SCALE A. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMA TION PROVIDED BY OTHERS AND POSSIBLE L IMI TED FIELD VERIFICATION. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK. C. THE CONTRACTOR IS RESPONSIBLE FOR DEMOL I TION OF EXISTING EQUIPMENT, DEVICES, AND LUMINA IRES AS INDICATED AND/OR AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF THE NEW WORK. REMOVE ALL EQUIPMENT, DEVICES, LUMINAIRES, CONDUITS, SUPPORTS, HANGERS, ETC. THAT ARE NOT SHOWN AND ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. D. MAINTAIN CONTINUITY OF EXISTING CIRCUITS AS REQUIRED TO PROVIDE POWER TO REMAINING EQUIPMENT, DEVICES, AND L UMINAIRES THA T ARE NOT BEING REMOVED. E. RECESSED BOXES AND CONDUITS CONCEALED WITHIN WALLS OR FLOORS THA T ARE TO REMAIN ARE FERMI TTED TO BE ABANDONED IN PLACE ONLY IF THE OPENINGS ARE PATCHED AND THE CONDUCTORS ARE REMOVED. F. THE OWNER SHALL HAVE FIRST SAL VA GE RIGHT ON ALL DEMOLISHED EQUIPMENT, DEVICES, LUMINAIRES, AND MATERIALS. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED EQUIPMENT, DEVICES, LUMINAIRES, AND MATERIALS THE OWNER REJECTS. GENERAL ROOF EQUIPMENT NOTES 3 SCALE: NOT TO SCALE 1. CIRCUIT VIA HOOD CONTROL PANEL. SEE SHEET E-2: 0 FOR CIRCUI TING. 2. DISCONNECT SWITCH IS PROVIDED BY THE EQUIPMENT MANUFACTURER INTEGRAL WITH THE EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PULL CIRCUI T FROM DISCONNECT SWI TCH AS INDICA TED. J. ALL CONDUIT RUNS SHOWN ON THE ROOF SHALL BE RUN BELOW THE CEILING SPACE WHERE AMBIENT TEMPERATURE WILL BE BELOW 300C. FINAL CONNECTIONS TO THE ROOF EQUIPMENT IS L IMI TED TO 5'-0" OF DIRECT SOLAR EXPOSURE. 4. CONNECT EXHAUST FAN TO LIGHTING SERVING THE RESTROOM. LIGHTS AND EXHAUST FAN SHALL BE SWI TCHED INDEPENDENTL Y. SEE SHEET E- 1.0 FOR LOCA TION OF L IGHTING AND SWI TCHING. 5. DUCT SMOKE DETECTOR AND SHUT—DOWN RELA Y SHALL ARE PROVIDED BY THE EQUIPMENT MANUFACTURER INTEGRAL WITH THE EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE A REMOTE TEST STATION AND REMOTE ANNUNCIATOR WHERE REQUIRED BY THE LOCAL AHJ. COORDINA TE REMOTE TEST STA TION MOUNTING L OCA TION WI TH OWNER AND FIRE MARSHALL. FINAL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 6. ALL ROOF RECEPTACLES SHALL BE CFI, WP TYPE. ROOF EQUIPMENT NOTES 2 N SCALE: NOT TO SCALE 0 Ik- EF-3 I NO TES 3, 4 I I i NOITES 1, 3 NOTE 2 i A —„ I #8 EF -2 I I NOTE -41 NOTES 1, 3 NTE 2 i EF -1 i i i I I I I I I RTU -3 1 ,—NOTE 5 6013 N. NOTE 5 -A-37, (50/3, #8 WIRE) k- --------OA .1 NOTE 5 W1 iH A —23 \ �A-25, (50/3, E NO T 6 \" #8 WIRE _ El C' ' fil4 • An 800-581-0%3 wwws6ma"=m ELECTRICAL ROOF PLA ! SCALE: 1/4"=1'-0" .'� , C) PANDA RESTAURANT GROUP INC. 1683 Walnut Gc-'-Iv Ave. Pl.;E- �,rmead, California 91 7; 0 Telephone: 626.799.9898 Facsimile: 626.3 '2.8288 Al ideas, designs, arrangement and pians indicated or represented by this drawing are the property of Panda Express Inc. and were created for use a^ this specific project. None of these ideas, dim-igils, arrangements or plans may be used by or discIe i,9d to any person, firm, or corporation without the written permission of Panda Express Inc_ REVISIONS: ISSUE DATE: isr PERMI'i- REVIEW _ 10.23.09 2ND ' 3RD 4TH 1 6TH I DRAWN BY: NILE PANDA PROJECT #: S4 -10-D2282 ARC11'i 117—R0 JECT #: 09044.009; ARCHITECT: 4 _ A LAddove, 10955 LOVE:.°._ AVENUE, SUITE TD—, OVERLAND PARK, KS 66210 ph: 913.649.8181 • ix; 913.649.1275 AN Ail Ir'sIl`rlf"�: I hereby cerM, that this plan, specifloatkm, a •-s:pn;-t *,,:i pr pc;v.: -v reit or under my direct supervision and that I am o du:,, F,egieterad Profaeelonal Engineer under the taws o'+ th, State of Minnssr:ta. �� Greg Schnadcd j t 8-- i =4��:..�. Date ip/2? jZt @..._.. Reg'19trotion Na. ,'Jl] PA A- RE'Sp =_. EAGAN PROMENADE" 1270 PROMENADE PLACE SUITE 150 '- EAGAN, MN 5121 F ; I K K� 1 I f ^r I P 1 i ra 1 • r 1. THE F_LECTR.ICAL DRAWINGS, SPECIFICATIONS AND GENERAL NOTES DESCRI& 777E RE--0MVENDED SCOPE OF WORK AND THE DOCUMENTS SHALL BE USED FOR THE PURPOSE OF BIDDING, BUILDING DEPARTMENT REVIEW, AND TO SECURE THE NECESSARY CONSTRUCTION PERMI 7 ONL Y. 2, ALL EQUIPMENT SHOWN IS NEW, CONTRACTOR r URNISHED AND INSTALLED, UNLESS OTHERWISE NOTED. IF CONTRACTOR PROPOSED TO SUBST I TUI -E .-SI C IFIC EOUIPMENT SPECIFIED, HE SHALL SUBMIT HIS i REQUEST FOR CONSIDERA TION TO THE OWNER AND ENGINEER PRIOR TO THE BID IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY j F lE ENGINEER. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM COMPL YING WI TH THE REQ(-IIREMENTS OF THE DRAWINGS AND SPECIFICA TIONS. THE CONTRACTOR SHALL BE RESPONSIBLE A T HIS OWN EYOENSE FO,? ANY CHANCE RESUL TING FROM HIS PROPOSED SUBSTITUTION—r7 MVICH, AFFL - , OTHER PARTS OF HIS OWN WORK, OR THE WORK OF OTHER CONTRAC J. THE ELECTRICAL DRAWIIUS, C?: DUI T RUNS, WIRING AND ELECTRICAL Iff-OORA,117:I0N ARE DIAGRAMUli "IC ONL Y. DO NOT SCALE THE ELEC;'TRICAL DRAWINGS TO DET ERMINE THE LOCA TION OF EQUIPMENT OR OUTLETS ? REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIO!ti'S OF ,{ILL LIGHTING FIXTURES, CEILING MOUNTED OUTLETS AN& EiQUIPMENT. .LL RECEPTACLE- AND OUTLETS MOUNTING HEIGHTS AND EXACT LOCA TION .SHALL RE COORDINA TED WI TH ARLHI TEC TURAL DRAWINGS AN? FLEVATtTh' 5 FF[OR TO ROUGH --IN WORK. 6. IT SHALL SE TbE CONI RACTOR 'S RESPONSIBILITY TO VERIFY TYPES OF GEIL I C .5 YS.T,c: �,6' FI X7URE.5LOCATED INDAMP OR WET LOCA TIONS SHALL BE LABELED FOR USE IN SUCH LOCATIONS. 7. ALL REQ E5 ScD ! I l-ITING FIXTURES, PANELBOARDS, SWITCHES, ETC., MOc/N ct7 ,N FiRF tMIED STRUCTURES SHALL BE ENCLOSED WITH AN `;I�F,9 := 'CC` ' Rr CARP Y.I.NG THE SAME FIRE RATING AS THE STRU<i URE, 8, POR7IONS OF T;ax:- YZ ING SYSTEMS MA Y BE INACCESSIBLE, THEREFORL, r HE 00617RACTOR SHALL STRA TECICALL Y LOCATE ACCESS BOXES. ETC. , WHICH SHALL SE READILY ACCESSIBLE. ALL LIGHTING 'ACCESSIBLE IX"7 v9CL- WIRING', BALLASTS, ✓'UNCTION BOXES, ETC. SHALL BE ACCESSIBLE FROM FIXTURE OPENING. 0 ALL WIRIIVG ANC ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PL1 /MBING EQUIPMENT SHALL BE IN ACCORDANCE WITH DIVISION i 75 ANT) ASSOCIATED DRAWINGS. CONTRACTOR SHOULD OBTAIN THE REQUIRED MECHANICAL AND PLUMBING DRAWINGS AND PROVIDE ALL j SOUTFUENTS, RACEYPAYS, WIRINGS, ETC. , AS INDICATED THEREIN AS PROVIDED UNDER THE ELECTRICAL WORK. /0_ ALL FINAL CONN_E`CrIONS TO OWNER FURNISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. VERIFY ELF CTRIC.AL CHARM 'TERISTICS AND U.L. LISTING PRIOR TO CONNECTION. '.. THE CONTRACTOR SHALL VERIFY THE LOAD INPUT VOL TACE OF ALL EQUIPMENT PRIOR TO INSTALLATION. ACCEPTING ANY EOUIPMENT RESULTING IN A !_-.SAD INCREASE SHALL BE THE RESPONSIBILITY OF ^ THE CON7RACTOR. i ELECTRI CAE'_ ?C/Tl.._ETS 7N OPPOSI TE SIDES OF FIRE RA TED WALLS AND PARTI TIONS MU57- BE SEPARA TED BY DISTANCE OF 24 INCHES i HORIZONTAL.L Y, IN ACCORDANCE WI TH I. B. C. SEC. 711.32. OPENINGS IN FIRE RA TED WALLS GREATER THAN 16 SQUARE INCHES MUST BE FIRE ST,0`7PED. 13. PRO a/IDE AN ADDITIONAL JUNCTION BOX (SIZE AS REQUIRED) WHERE 7HE NUMBER OF CONDUCTORS EXCEEDS THE MAXIMUM ALLOWED FOR A 0.I14E1`I JUNCTION POINT OR OUTLET. ' "JA/ L' 'T .�P,S .Sh'ALI- BE COPPER THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED. USE PROPER TEMPERA TURF RA TING OF i CONDOCT ,?S' 3A SED ON THE AMBIENT A IR TEMPERA TURF WHERE CONDUCTORS ARE.• BEING USED. HIGHER AMPACITY CONDUCTOR AND LAR.CE,? RACEWAY S, AL.L BE PROVIDED TO OFFSET THE AMPACITY COF',4ECTION FACTORS AS INDICATED IN NEC TABLE 310 AND E.LSEWHF.,RF_ IN CODE. 15. ALL FLUORESCENT BALLASTS AND LAMPS SHALL BE CALIFORNIA F_,VERGY COMMISSION (CEC) CERTIFIED ENERGY SAVING TYPE. 16. DO ALL DRILLING, CUTTING, CANNEL IMG AS REQUIRED FOR E.L.EC, k! ,A'. WORK AND INDICATED OR HEREIN SPECIFIED. ALL HOLES, CURBS, ETC. , IN FLOORS, CEILINGS' AND WALLS SHALL BE PA TCfIrO UNI._ _FSS INDICA TED OTHERWISE. PAINT ALL EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTING TO MATCH IN COLD, TO ADJACENT .SURFACES IN FINISHED AREAS. 17. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC. , TO MA INTA IN THE FIRE RA TING. FURNISH AND INSTALL FIRE RA TED ENCL OSURE FOR ALL EQUIPMENT PENETRA TING INTO FIRE RATED ENVELOPES, SPACES, ETC. 18. EMERGENCY L_ IGHTING SHALL BE PROVIDED PER U. B. C. AND SHALL BE DESIGNED TO PROVIDE MINIMUM REQUIRED FOOTCANDLES AND LUMENS. j PROVIDE ADDITIONAL EMERGENCY ILLUMINA TION AS REQUIRED BY ` INSPECTION AUTHORITIES HA VING JURISDICTIONS. 19. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE � FOLLOWING I I A/� CARE FACILITY INCLUSE OSHPD NOTES FOR HEAL THCAREFACIE IT FIXED EQUIPMENT ON GRADE 33% OF OPERATING WEIGHT FIXED EQUIPMENT ON STRUCTURE 509 OF OPERA TING WEICHT EMERGENCY POWER AND COMMUNICATION AND EQUIPMENT ON GRADE 50,Z OF OPERA TING WEIGHT EMERGENCY POWER AND COMMUNICA TION ON STRUCTURE 75% OF OPERA TING WEIGHT FOR FLEXIBLE MOUNTED EQUIPMENT USE 2 TIMES THE ABOVE VALUES. SIMUL TANEOUS VERTICAL FORCE USE 1/3 TIMES HORIZONTAL FORCE. CONDUIT, BUS DUCT, CABLE TRAY, WIREWA YS, ETC., SHALL BE BRACED IN ACCORDANCE WITH "GUIDELINES ", PUBLISHED BY SMACNA AND PPIC. 20. BRANCH CONTROL CIRCUI TING AND WIRE COUNT MA Y NOT BE IADICA TED ON THESE PLANS. CONTRACTOR IS RESPONSIBLE TO COMPLETE THE BRANCH CIRCUIT WIRING IN ACCORDANCE WITH PLAN NOTES AND AS PERMITTED BY AUTHORITY. CONTRACTOR SHALL SUBMIT AS BUIL T DRAWINGS AS A PART OF RECORD DRAWINGS SUBMI TTAL TO ARCHI TEC; T AND AU7HORI TY HA VING JURISDICTION (AHJ) . 21. ELECTRICAL INSTALLA TION SHALL COMPLY WI TH NA TIONAL L`r' L-C7T'.rCgi '.^OGL ;'2002 NEC,' ADAPTED BY THE JURISDICTION AND ANY LOCAL SUPPL.EYEA17 AVTIS f% _ ?(` �1a/+iG:` E TL3,.iECT TOAN APPROVAL OF THE BUILDING r DEPARTMENT. FTR.,r MARSHALL_ , UTILITY COMPANY AND OTHER ?L7y r'iAVING JURISDICTION (AHI). BY THE ACT OF SUBMITTING A RIP PROPOSAL FOR WORK, THE CONTRACTOR HAS RE VIE EC TSI'_= /.'.z_AA S 1 HOROUCN_ Y AND .ACCEPT F2L RESPONSIBIL I TY I Of- PLAN CORRECTIONS AND AS:SOC-rATED CONSTRUCTION COSTS RE (,!"RFD RY AF GENERAL NOTES SCALE: NOT TO SCALE ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION WALL MOUNTED SIMPLEX RECEPTACLE g ELECTRIC METER WALL MOUNTED DUPLEX RECEPTACLE ® SWITCHBOARD OR DISTRIBUTION PANELBOARD mROR:Q4 WALL MOUNTED QUADRUPLEX RECEPTACLE ® LIGHTING AND APPLIANCE PANELBOARD o WALL MOUNTED DEDICATED DUPLEX RECEPTACLE ® TELECOMMUNICATIONS SYSTEM BACKBOARD D WALL MOUNTED DUPLEX RECEPTACLE WITH HALF SWITCHED $ TOGGLE SWITCH z OF FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE $3 3 -WAY TOGGLE SWITCH OF FLUSH FLOOR MOUNTED DEDICATED DUPLEX RECEPTACLE $4 4 -WAY TOGGLE SWITCH ®C CEILING MOUNTED DUPLEX RECEPTACLE $K KEYED SWITCH -0 WALL VOLT SIMPLEX DR CEPTAC20 LE 250 p DIMMER SWITCH WALL MOUNTED, 30 AMP OR HIGHER, 250 VOLT SIMPLEX RECEPTACLEP PILOT LIGHT SWITCH EC WALL MOUNTED RANGE RECEPTACLE $T TIMER SWITCH zo WALL MOUNTED SPECIAL PURPOSE RECEPTACLE. SEE PLAN FOR TYPE. $M OCCUPANCY SENSOR SWITCH MONUMENT OR PEDESTAL MOUNTED DUPLEX RECEPTACLE - NEMA 5-20R, UNO 0CEILING MOUNTED DOWNLIGHT -(� WALL MOUNTED JUNCTION BOX FO WALL MOUNTED LUMINAIRE OF FLUSH FLOOR MOUNTED JUNCTION BOX 030 WALL MOUNTED FLUORESCENT LUMINAIRE Q CEILING MOUNTED JUNCTION BOX =0=1 CEILING MOUNTED FLUORESCENT LUMINAIRE MOTORS FLUORESCENT STRIP LUMINAIRE DISCONNECT SWITCH. SEE PLAN FOR RATING. 6 TRACK LIGHT $F FUSED SWITCH 7 WALL MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLAN. - WALL MOUNTED TELEPHONE OUTLET �8 CEILING DIRECTIONAL ARROWSED TASIGINDICATEEDN. I ON PLAN - FLUSH FLOOR MOUNTED TELEPHONE OUTLET 9 OR p d DUAL -BEAM EMERGENCY LIGHT (BUG -EYE) ® CEILING MOUNTED TELEPHONE OUTLET BRANCH CIRCUITING CONCEALED IN WALLS OR CEILING WALL MOUNTED COMBINATION TELEPHONE/DATA OUTLET -�-,�� BRANCH CIRCUITING CONCEALED IN FLOOR -© WALL MOUNTED COMPUTER OUTLET EXPOSED BRANCH CIRCUITING © FLUSH FLOOR MOUNTED COMPUTER OUTLET �5�,�� HOMERUN TO PANEL. THE NUMBER OF ARROWS INDICATES THE NUMBER OF CIRCUITS. TWO WIRES UNLESS NOTED OTHERWISE. GROUND WIRE IS REQUIRED BUT NOT COUNTED IN HASH MARKS. © CEILING MOUNTED COMPUTER OUTLET -�V WALL MOUNTED TELEVISION OUTLET ��� CONDUIT UP TV CEILING MOUNTED TELEVISION OUTLET CONDUIT DOWN FA FIRE ALARM PANEL (CONTROL OR ANNUNCIATOR) AUTOMATIC HEAT DETECTOR FIRE ALARM MANUAL PULL STATION AUTOMATIC SMOKE DETECTOR ❑F H FIRE ALARM MAGNETIC DOOR HOLD OPEN DUCT SMOKE DETECTOR FIRE ALARM VISUAL NOTIFICATION APPLIANCE FIRE SPRINKLER ALARM BELL FIRE ALARM AUDIBLE NOTIFICATION APPLIANCE FIRE SPRINKLER FLOW SWITCH F F FIRE ALARM COMBINATION_ AUDIBLE/VISUAL NOTIFICATION APPLIANCE 0- 0 FIRE SPRINKLER TAMPER SWITCH AND CORROSION MONITORING SYSTEM SUPERVISORY CONNECTION D/ SIGNALING SYSTEM BUZZER M SIGNALING SYSTEM BELL SIGNALING SYSTEM CHIME El SIGNALING SYSTEM PUSHBUTTON ELECTRICAL ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION WP WEATHERPROOF NF NON-FUSED GFI GROUND -FAULT CIRCUIT INTERRUPT AFF ABOVE FINISHED FLOOR IG ISOLATED GROUND UNO UNLESS NOTED OTHERWISE TR TAMPER-RESISTANT ST SHUNT -TRIP HG HOSPITAL GRADE HACR HACR HEATING, AIR CONDITIONING AND R FRIGERATION) RATED EM EMERGENCY NL NIGHTLIGHT ELECTRICAL SYMBOL LEGEND r,4-) NOT TO SCALE '\�� A. EXISTING CONDITIONS SHOWN ARE BASED ON L IMI TED FIELD VERIFICA TION BY OTHERS. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD COND17-1 ONS A T NO ADOI TIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL VISIT THE PROJECT SI TE, REVIEW EXISTING CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF NEW WORK. C. REMOVE ALL EQUIPMENT, DEVICES, LUMINAIRES, CONDUITS, SUPPORTS, HANGERS, ETC. , NOT SHOWN THA T ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. D. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. THE OWNER SHALL HAVE FIRST SAL VALE RIGHTS ON ALL MATERIALS AND EQUIPMENT. E. MAINTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE POWER TO REMAINING DEVICES, LUMINAIRES, OR EQUIPMENT NOT BEING REMOVED. F. ALL EQUIPMENT, DEVICES, CONDUIT AND FEEDERS SHOWN ON THE ONE LINE DIAGRAM ARE TO BE PROVIDED BY THE LANDLORD. ELECTRICAL ONE LINE DIAGRAM NOTES n SCALE: NOT TO SCALE "-� SERVICE EQUIPMENT OR SEPARATELY DERIVED SYSTEM 1 S c h n wh. 7-,, - 2mI.. o NmYork a Omaha is USAMe" Q ISOLATED GROUND 800-581-0%3 wwwschnad; a PANELBOARD (SEE NOTE 4) EQUIPMENT GROUND BAR BONDED TO OUTLET BOX EQUIPMENT PANELBOARD CABINET GROUND 7ERMI1VAL MOUN 77NG SCREWS BOND ONLY B l THE RECEPTACLE FRAME TO METALLIC OUTLET BOX NOTE 1 METALLIC INSULA TED EGC OUTLET BOX NEUTRAL BAR 0 0 ORANGE COLOR FACE O IDENTIFIES ISOLA TED GC GROUND NOT CONNECTED TO RECEP TA CLE FRAME NOTE 2 IG SIL VER GROUNDED 0 ,, I (NEUTRAL) TERMINAL N07E 3 ISOLA TED GROUND TERMINAL IS NOT CONNECTED TO 7HE RECEPTACLE FRAME AND IS (OTE 5 7HEREFORE INSULA TED FROM THE OUTLET BOX GROUNDING PATH ISOLA TED GROUND BAR LQ BONDED TO (INSULA TED FROM) PANELBOARD CABINET G'EAERAL A107ES APPLICABLE TO THIS LJIETAIL: A. THIS DETAIL IS DIAGRAMMATIC IN NATURE AND IS NOT INTENDED TO INDICATE PROPOSED CIRCUIT ROUTING. PHASE CONDUCTORS AND RACEWAYS ARE NOT SHOWN FOR CLARITY. ALL RACEWAYS SHALL BE SECURELY BONDED TO THE ENCLOSURES THE RACEWA YS CONNECT. S. A GREEN EQUIPMENT GROUND CONDUCTOR IS REQUIRED FOR EVERY APPLIANCE BRANCH CIRCUIT, EVERY GENERAL-PURPOSE BRANCH CIRCUIT, EVERY INDIVIDUAL BRANCH CIRCUI T, AND EVERY MUL TI -WIRE BRANCH CIRCUIT. UNDER NO CIRCUMSTANCES WILL A METALLIC RACEWAY SYSTEM BE ACCEPTED AS THE SOLE MEANS OF EQUIPMENT GROUNDING. C. GROUNDED (NEUTRAL) CONDUCTORS ARE ONL Y REQUIRED FOR 120V LOADS OR FOL YPHASE LOADS THAT REQUIRE 120V POWER FOR CONTROL, D. WHEN INSTALLED PER TE CURRENT NATIONAL ELECTRICAL CODE REQUIREMENTS, AT LEAST TWO GROUND CONDUCTOR PATHS ARE REQUIRED, ONE FOR THE RECEPTACLE GROUND AND ONE FOR THE RECEPTACLE. A(OTES APPLICABLE TO THIS LF -TAIL: 1. ONLY EQUIPMENT CROUNDING CONDUCTORS SHALL TERMINATE ON THIS EQUIPMENT GROUND BAR. UNDER NO CIRCUMSTANCES SHALL ANY ISOLATED GROUNDING OR GROUNDED CONDUCTOR (NEUTRAL) CONDUCTORS TERMINATE ON THIS BAR. 2. ONL Y GROUNDED (NEUTRAL) CONDUCTORS SHALL TERMINA TE ON THIS NEUTRAL BAR. UNDER NO CIRCUMSTANCES SHALL ANY ISOLATED GROUNDING OR EQUIPMENT GROUNDING CONDUCTORS TERMINATE ON THIS BAR. J. ONLY ISOLATED GROUNDING CONDUCTORS SHALL TERMINATE ON THIS ISOLATED GROUND BAR. UNDER NO CIRCUMSTANCES SHALL ANY EQUIPMENT GROUNDING OR GROUNDED CONDUCTOR (NEUTRAL) CONDUCTORS TERMINA TE ON THIS BAR. 4. CIRCUITS SERVED BY THIS PANEL SHALL BE ROUTED IN DEDICATED RACEWAYS AND SHALL NOT BE COMBINED IN THE SAME RACEWA Y WITH NON-ISOLA TED GROUND CIRCUI IS. 5. ISOLA TED GROUNDING CONDUCTOR IS PERMI TTED TO PASS THROUGH PANELBOA ROS BUT MUST TERMINATE AT THE SERVICE EQUIPMENT GROUNDING TERMINAL OR AT THE GROUNDING TERMINAL OF THE SEPARA TEL Y DERIVED SYSTEM, IF APPLICABLE. EXISTING PAD MOUNT TRANSFORMER EXISTING TRANSFORMER PAD EXISTING PRIMARY CONDUIT—� 20,850 AIC AVAILABLE EXISTING PRIMARY FEEDERS I EXIS FIN #2/0 G. E. C. CONDUCTOR LEGEND —GC— GROUNDED CONDUCTOR (NEUTRAL; g —EGC— EQUIPMENT GROUNDING CONDUCTOR' —IG— ISOLATED GROUNDING CONDUCTOR —GEC— GROUNDING ELECTRODE CONDUCTOR ISOLATED GROUND SYSTEM DETAIL t!��' SCALE: NOT TO SCALE \__ ) EXISTING METER CENTER 120/208 VOLT, 30, 4 WIRE, 800 AMP BUS, NEMA 3R I i PANDA EXPRESS ELECTRICAL SERVICE TO BE PROVIDED BY THE LANDLORD AS PART OF LANDLORD 'S WORK PER LEASE AGREEMENT. LEGEND EXISTING NEW WORK ® NEW TO EXIS77NG CONNEC77ON M +METER MTMETER SOCKETSOKET SOCKET 400/3 200/3 200/3 200/3 --L — i METER METER ) SOCKET M SOCKEI 200/3 200/3 4 - #500, #3 GROUND 1 - #6 IG, IN 4" CONDUIT 400/3 400A FUSES 4 - #500, #3 GROUND 1 - #6 1 G, IN 4" CONDUIT ELECTRICAL WIREWAY PER NEC REQUIRMENTS 4 — #3/0, -4 — #3/0, #6 GROUND #6 GROUND 1 — #6 IG, IN 2 1/2" IN 2 1/2" T CONDUIT CONDUIT PANEL „A„ PANEL „B„ ELECTRICAL ONE LINE SC DIAGRAM, ALE: NOT TO SCALE PANDA RESTAURANT GROUP INC. 11633 Walnut Grove Ave. Rosemead, Califomia 94I?0 Telephone: 626.799.9396 Facsimile: 626.372.8288 Ali ideas, designs, arrangement ;.;d piaris � 3d or represented b this drawingare theproperty Pande Express Inc, an. -.1 were created ouer this specific project. None of these iu#:::, � 'Agl.s, arrangements or pians may be used by or t:;isclosed to any person, firm, or corporat^,rn without the ,written permission of Panda Express h1c. P c-L.14f! S',O, 3t l 2 !' Sf it.w9 �.., zL ISSUE DATE: 1 S PERMIT REVIEW10.23.''"0'9 2ND - 3RD 4TH srH 1 hereby certify that this plan. speciicatkm. or report was prepared by me or under my direct Supervision and thct ': am a duly Rogistered Profniaional Engineer under the laws of tt;s Stats of Minneacta. 1 Greg Sohn a! Data 12327L24a0 Regifttinri Na. 273'S4 PANDA EXPRESS EAGAN PR.f`vIENA,D'E: 117r, 0P0,9r,' F `E i�'LAGE SUITE 150 0.3 C) IT -- 1 r I i 3L1 6L3 _ L2 2L1 _ 5L,1 #2 #5 5L3 1L3 1 L 2) 4L1 4L3 t ;4M WELL SC1 CONTROL RELA Y MO.N.C. PILOT DUTY 1AI 77ME SWITCH a CH 120V CONTROL I L— —POWER --__J TORK #1101 TIME CLOCK MOUNT ABOVE THE PANEL. 3P 20A A B c ----� 12 1 ! 9 I 10 I 6 I I 5 I I 7 I r I 8 I STEAM WELL 3 I CONTROL BOX 4 I I 1 � ! 3P 20A A B C #1 STEAM WELL SC2 11LLL1 I C TTTTTT L ------ N It (o W W W a Q Q Q¢ Q Cn � � L-- — — — — — —I —STEAM WELL CON TROL BOX 3P 20A STEAM WELL S C4 I I L - - - - - - -� 20A A B C STEAM WELL CONTROL BOX SERVICE COUNTER STEAM TABLE WIRIING DIAGRAM 3 SCALE: NOT TO SCALE A-1 A-3 A-7 A-5 (a) (b) (c) (d) LIGHTING 1.25 CONTACT 2000 COIL 8615 CONTACTOR MOUNT IN NEMA 1 ENCLOSURE 0 1440 MLI_'-Ff. RA'I!NG SPST SEATING AREA SEATING AREA SEATING AREA PERIMETER LIGHTING LIGHTING LIGHTING LIGHTING A-12 A-9 A-8 A-11 (e) (f) (g) (h) LIGHTING 1.25 CONTACT 2000 COIL 8615 CONTACTOR MOUNT IN NEMA 1 ENCLOSURE 0 1440 MLI_'-Ff. RA'I!NG SPST DINING PENDANT SERVICE CNTR MENU KITCHEN LIGHTING LIGHTING BOARD LTG TIME CLOCK DETAIL 6 SWITCHBANK DETAIL 5 SCALE: NOT TO SCALE SCALE: NOT TO SCALE AUTOMATIC TIMER SCHEDULE TYPE ELECTROMECHANICAL DIGITAL BATTERY MARK 24—HOUR 7 --DAY ASTRONOMIC SWITCH CHANNELS CONTACTS VOLTAGE BACKUP LOADS CONTROLLED REMARKS A B C LIGHTING 1.25 CONTACT 2000 COIL 8615 CONTACTOR MOUNT IN NEMA 1 ENCLOSURE 0 1440 MLI_'-Ff. RA'I!NG SPST N.C. 120V X CONTACTOR C-1 ADJACENT TO PANEL —�-- __ - 1520 1784 6264 6264 KITCHEN 0.65 13118 14753 CONTACTOR SCHEDULE s I T, TOTAL CONNECTED CONTACT QTY. 3 PHASE A B C LIGHTING 1.25 CONTACT 2000 COIL 8615 CONTACTOR RECEPTACLES 0 1440 MLI_'-Ff. RA'I!NG N.O. N.C. VOLTAGE CIRCUITS CONTROLLED CONTROLLED BY: REMARKS 6810 OTHER 1 2960 1520 1784 6264 6264 KITCHEN 0.65 13118 14753 6 43182 120V A-2,4,6 TIMER TC -1 MOUNT IN NEMA 1 ENCLOSURE ADJACENT TO PANEL 0 0 0 HEATING ONLY 0 0 0 0 0 LIGHTING CONTROL SCHEDULES n SCALE: NOT TO SCALE LOADS BASED ON NATIONAL ELECTRIC CODE DISCONNECT CONNECTED LOAD BY PHASE TOTAL CONNECTED TOTAL DEMAND LOAD 3 PHASE A B C LIGHTING 1.25 3109 2000 3506 8615 10769 RECEPTACLES 0 1440 720 2160 2160 MOTORS 1 2270 2270 2270 6810 6810 OTHER 1 2960 1520 1784 6264 6264 KITCHEN 0.65 13118 14753 15311 43182 28068 NON—SIMULTAN 0 0 0 0 0 0 HEATING ONLY 0 0 0 0 0 0 COOLING ONLY 1 12754 12754 12754 38262 38262 EXIST. LOAD 1.25 0 0 0 0 0 DIN RM PENDANT LTG 12 13 FREEZER/COOLER LTG 204 20/1 LOAD TOTAL 34211 34737 36345 105293 92333 NEC LOAD ANALYSIS 2 SCALE: NOT TO SCALE LCK LCK HPL HPL HPL HPL HPL HPL PANEL A 120/208 VOLT, 3 PHASE, 4 WIRE 200 A. MAIN BKR, FLUSH MOUNTED CKT NO LOAD SERVED V. A. C. B. P C. B. V. A. LOAD SERVED NOT 1 SEATING AREA LTG 315 20/1 A 20/1 1200 S1/S2 EXTERIOR SIGNAGE 2 3 SEATING AREA LTG 315 20/1 B 20/1 1200 S1/S2 EXTERIOR SIGNAGE 4 5 PERIMETER LTG 833 20/1 C 20/1 1200 S2 EXTERIOR SIGNAGE 6 7 SEATING AREA LTG 90 20/1 A 20/1 1300 S-6 MENU BOARD 8 9 SERVICE CNTR LTG 285 20/1 B 20/1 200 TIMECLOCK 10 11 KITCHEN/REST RM LTG 1473 20/1 C 20/1 104 DIN RM PENDANT LTG 12 13 FREEZER/COOLER LTG 204 20/1 A 20/1 680 81—CASH REG./83A—CMPTER 14 15 HOOD CONTROL PANEL 800 20/1 B 20/1 360 86A—POS PRNTR/87 FAX 16 17 54—RICE WARMER 180 20/1 C 20/2 1500 P2B—WATER HEATER 18 19 1OK—ICE MACHINE 180 20/1 A --- 1500 ------ 20 21 2—SNEEZE GUARD 1500 20/1 B 20/1 360 TELEPHONE BOARD 22 23 25 27 ROOF TOP RECEIPTS RTU -1 ------ 360 4251 4251 20/1 50/3 --- C A B 20/1 20/1 20/1 180 180 720 ADT/SECURITY REC. MUZAK SYSTEM REC. DINING RECEIPTS 24 4 26 l 28 29 ------ 4251 --- C 15/2 1352 55a—MICROWAVE 30 31 RTU -2 4251 50/3 A --- 1352 ------ 32 33 ------ 4251 --- B 15/2 1352 55b—MICROWAVE 34 35 ------ 4251 --- C --- 1352 ------ 36 37 RTU -3 4251 50/3 A 20/1 1217 SPARE 38 39 ------ 4251 --- B 20/1 360 SHOW WINDOW REC. 40 41 ------ 4251 --- C 20/1 360 SHOW WINDOW REC. 42 PANELBOARD NOTES: "LCK" DENOTES LOCKABLE TAB "HPL" DENOTES CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN OPEN POSITION "IG" — PANEL SHALL BE EQUIPPED WITH AN INSULATED ISOLATED GROUND BAR IN ADDITION TO THE BONDED EQUIPMENT GROUND BAR. PANEL B 120/208 VOLT, 3 PHASE, 4 WIRE 200 A. MAIN BKR. FLUSH MOUNTED CKT NO LOAD SERVED V.A. C.B. P C. B. V. A. LOAD SERVED Na 1 SC1 — ROUND WELLS 1000 20/3 A 20/3 1100 SC4 — ROUND WELLS 2 3 ------ 1000 --- B --- 1700 ------ 4 5 ------ 1000 --- C --- 1100 ------ 6 7 SC2 — ROUND WELLS 1350 20/3 A 20/1 612 M8 — FLY FAN 8 9 ------ 1350 --- B 20/1 1116 4AB—BEV. DISPENSER 10 11 ------ 1000 --- C 20/1 864 413—CARBONATOR 12 13 SC3 — ROUND WELLS 1000 20/3 A 25/3 1705 MA -1 /EF -1 14 15 ------ 1000 --- B --- 1705 ------ 16 17 ------ 1000 --- C --- 1705 ------ 18 19 9D—ICED TEA BREWER 1776 20/1 A 15/3 565 EF -2 20 21 SPARE 20/1 B --- 565 ------ 22 23 SHUNT TRIP SPACE C --- 565 ------ 24 25 24H—RICE HOLDING CAB. 1800 20/1 A 30/2 1144 31 W.I.C. COND. 26 27 KITCHEN RECEPT. 360 20/1 B --- 1144 ------ 28 29 31—W.I.C. EVAPORATOR 1800 20/1 C 30/2 1144 32 W.I.F. COND. 30 31 34H-32" REF. PREP TABLE 660 20/1 A --- 1144 ------ 32 33 34A-84" REF. PREP TABLE 1440 20/1 B 30/2 1217 1OKc ICE MACH. COND. 34 35 32F-48" WORKTOP FREEZER 1044 20/1 C --- 1217 ------- 36 37 SHUNT TRIP SPACE A 15/1 600 P -2A WATER HEATER 38 39 21E—FRYERS 540 20/1 B 20/2 13941"—W.I.F. EVAP./HEAT TRA -E40 41 145A—FOOD PROCESSOR 864 20/1 C --- 1,394 ------ 42 PANELBOARD NOTES: "LCK" DENOTES LOCKABLE TAB "HPL" DENOTES CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN OPEN POSITION! LCK LCK HPL PANEL SCHEDULES SCALE: NOT TO SCALE �� 0 G� `°� 0 CHIN PANDA RESTAURANT OROU'P TING, 1083 Walnut Crone Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8283 All ideas, designs, arrangement and plans ind;rr•`ed or represented by this drawing are the proper:., of Pondo Express Inc. and were created for use on this specific project. None of 'these arrangements or plans may be used by or _-,sed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: 1 I Ll ISSUE DATE: 1ST E T REVIEW 10.28. 0 9 2ND 3RD 4TH _ 5TH 6TH DRAWN BY: NILE PANDA PROJECT #: S4 -10A)228'_'. ARCH PROS EC" #: 00044.4.,4. ARrH!TF('T: ..: a 1G9�r5 I._OikELL ,qe1=NLJE, SUITE Tp) OVERLAND PARK, KS 662110 ph: 913.649.8181 v 1x: 913.649.1275 I hereby certify that this plan, specification. or report was prepared by me or under my dirmt supervision and that I am a duly Repietered Professional Engineer under th-o lawn of bse State of Minnesota. Greg Sohnadcel Date 1a/27/2009 tion No. 21319 PA IN rulA '1� X F-ESQ ° X . a e J 4 er I le ,__....- __ _ _.__........_._..._._._......_..-...__"b—_.....-__.-...._.__._--.. _.—.—._.- OTVISY .;. I r, rrt,- r., r�rS 1 ­, . :A I NS`!RU.; T ONS . �L �� ._ I, a6A ,1^: 1FrAi_ EQ_�R+�rTS. A!�_ RFO,TPI�, d � DER D I If S ! ^" "... A"i THE GENERAL ANI? Siir'NLE �T , GUND .- T IONS ! �* T 'F _ " = IC4TT!I SHALL -BE PAP: OF ': `SECTION. i �.r...- r ,. j - - r ,` t I Ar:f-; (t.ry i � _ • �r; Hn�.L B£: R�'SP�.: ti:._L l 0 � wAL TF+� s)UGr . i F A0 L +, �v T , lAi_i ITS ; CONTC_`N ; (; I�EQU I iZ ME � �rtS WHICH wr„ ; { r- I UNDER .,. �,: t WOR.. , �. ED D 1 , . > ..vs 1r 13ty ;., . 5E� It � T' iI SE� ; I )« ES: ALL MATE ,;.;�. E:►tJ�PMLNT, A ',' , i ANCL' `` �:3GR P,c:QII:I RED TCI- 4C'M'r I,E "! `1E Ei`1 I F E .._ I -, r c F A� J.. OR NG ANu SPEC i r I C � , I _ Y_ �M AS j� � BY THE ITR'A�►1 S 4 _. E . t ,3 Tv •� l�.C�.,aS Ar✓Y O FAC, A _ A i r_ � .r t� - AS lAb�. ; 1 r Fad. r ,. , r � �� ! • ,C i i i s, , , (' . ) T "' AND THS _Y�,CM,., , i3 �._ =NE.>C�`.TED BY .__ DE�.�i� t CONFORM 1�C d � �.'�C3fv _5 t u1PMENT r� � �.� TJ I"A iT ST �� � .� Q r, 1 TA I >a � r :` � i 1 � AIy.L,: F � :�� ..�..,."`,f,3E'S TIti ,.;.:.•,J1, 6: -��.�T �_M� :� TO ?H._ Nit , IJN �:L. r_! I+ _ 1 i CODE , L_ANI)LORf' DESIGN AND Oi 'TRUC'T I ON r STANDARDS. CGURDINATE WITH AATC (404-530-2' 0;. PERMIT rF0'rA THS I?"'r i" 'CrLAN.TA, BUREAU 0= BUILDINGS IS REQUIRED I BEFORE ANY CONSTRUCTION TS CARRIED OUT. THF_ 'CONTRACTOR SHALL D% r1_,_ ":t_' FRATiONS AND REWORK IND.ICATr'D AND/OR I REQUIRED FOP, T1- PROPER INSTALLATION AND OPEPATION OF ALL E* I'TING ELEC"TT' '-;L , .---TEMS, INTEGR :TING THE NEW AND ' �X I ST I NC ARES _ . I16A 1-2INSPEC : )N �F SITi THr ,:.ONTRACTOR S ITEC PT RSONAI_L' INSPECT THE SITE OF THE l m rZ FULLY INFORMED AS TO THE COND I T I ONS "' l._ WHICH THE 'FORK I TO BE DONE. FAILURE TO DO SO WILL .. -9E CONS I DERE) SUFFICIENT JUSTIFICATION TO REQUEST OR - +'.1I, EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. ;/. 1-3 MAR I AI.. AND WORKMANSHIP. ALL MATERIAL AN) APPARATUS SHALL BE NEW AND IN FIRST CLASS COND'TION. ALL. MATERI''_. AND APPARATUS SHALL HAVE MARKINGS OR A 14AMEPLATE-DENTIFYING THE MANUFACTURER AND PROVIDING UFFICIENT REFE°ENCS TO ESTABLISH QUALITY, SIZE AND I CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY t);PERIFNCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL I MATERIAL -S AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION ;GRADE 1'r, QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NGT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNt4AYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE URN H D BY R 0 HA F IS E 0 MALI OF THE ELECT ICAC W RK S LL BE P_RF R CE I THIS CONTRACTOR. MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, ANL PHYSI.,.4L DAMAGE. 16A. 1-4 COORDINATION THE CONTRACTOR SHALL CUQRDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS SO THA"i VARIOUS COMPONENTS OF THE ELEC"'RICAL 5YSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND W IL ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO ARCH I TECTUf'AL , STRUC T URAL;41'11D MEC!'.ANT C.AL. DRAWINGS AND TO RELEVANT EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLtAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBERS; AND TO FACILITATE CONCEALING CONDUIT IN THE MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL. PROVIDE MATERIALS WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. 16A 1-5 DIMENSIONS AND LAYOUTS. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO Si;AL_E AND ATTEMPT TO INDICATE HOW THEY ARE TO BE IPdTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JO? I�tEASUREMENTS, ?Y C HE - :i ; I NG TP E" REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL 'CONTRACT DOCUMENTS. THE CONTRACTOR WILL . BE: HELD RESP' NS I cLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 16A 1-6 ORDINANCES ANG :C'00ES. CONTRACTOR'S FF`?FTIRMANCE> WORKMANSHIP AND MATERIALS SHALL COMPLY WITH NATIONAL FIRE ?RQTECTION ASSOCIATION CODES, STATE AND LOCAL RUILDIN"_ CODE=S, AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL 1 DEPARTMENTS AFFP_CTED BY CONNECTION OF SERVICES. OBTAIN AND P A`'� FOR. ALL PE I='H � "'S . CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGN;Ai... -IGHTS AND GUARDS FOR THE SAFETY OF THE i' ;iBLIG i ' '6A 1-7 SIJBST'. UT IONS, i I FI I S Si'E� I F I CA I ' �• N' PROV I DES THAT THE BASE BID OF ALL CONTRACTORS SII.ALL INCLUDE THE PRODUCTS SPECIFICALLY NAMED, 1 THE. CO13RA(7-OR E"s! 1 NG "F. RM I TIED TO SUBMIT I N THE FORM OF I ALTERNATES, WI'H HIS PROPOSAL, PRODUCTS OF ANY OTHER MA'N!FALTURERS F"+7R SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS SPECIFIED IN EACH CASE. THE TERMS "'1Pf'ROVEI;" , "A°r'ROVED EQUAL" , OR EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. PRIOR TO Ti !E I D D'A _ , SUBST I TU T I ONS WILL NOT BE CONSIDERED UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT OR ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME QF Tl�E �1ATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING GUTSHEETS, PHOTOMETRIC DATA, AND ANY OTHER INFORMATION NECESSARY FOR AN EVALUATION. POINT -BY -POINT CALCULATIONS SHALL BE PROVIDED FOR ALL EXTERIOR LIGH'ING FIXTURES. INTERIOR POINT -BY -POINT CALCULATIONS SHALL BE REQUIRED AT THE DISCRETION OF THE ENGINEER. AFTER TFiE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, WILL OPJLY BE CONSIDERED AS A DEDUCT. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED SEPARATELY, IN SHOP DRAWING FORM, WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT PRICE FOR EACH SUBSTITUTION. PROPOSED SUBSTITUTIONS WILL THEN BE REVIEWED BY THE ARCHITECT/ENGINEER. THE ARCHITECT/ENGINEER SHALL HAVE THE FINAL AUTHORITY AS TO WHETHER THE FIXTURE TS AN ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE PROPOSED SUBSTITUTION MAY ALSO BE REJECTED FOR THE AESTHETIC REASONS IF FELT NECESSARY OR DESIRABLE. IN THE EVENT THE PROPOSED SUBST%TUTIONS HEREIN DESCRIBED ARE REJECTED, THE SPECIFIED ITEM SHALL BE FURNISHED. 16A 1-8 (NOT ':-,FD) 'i 6A • --n (NUT l,' ;i "i. i t s; i -1O ALJU`_' '`�G, ASIGNING AND TESTING. I FI _CTR_ 1 C.AL.. J I P . L_ I ON THIS PROJECT F URN I SHED UNDER 17iii: DIVISION k.v; ALL ELECTRICAL. EQUIPMENT I U.7NISHED BY OTHERS SHALT_ BI•_: .' ,USTT ALIGNED AND TESTErt FOR PROPER "EtRAT ;', i i ' i:_ TR O"AL. CONTRA:,TOR . COMIPL:JE WIRING i ,Y'EMS SHAT i . E: 'r PEE 0W SHOPT C I °CL., I TS . ALL MOTORS SHALL I BE VERIFIED' FG.�? RO ER2 ROTA710N. _LFL. CONTRACTOR SHALL. j MAINTAIN ON Tr,i &UC i I 4I.SES The FOLLOWING AT ALL T I MES: I A IRU_E mM;. . c.E -4 � `"O TI M -TER, A: TRUE RMS RE AD I ^JG AMMETER, I .AND A MEGGER 1',I.;•,r_ 710,tl RE'SY)''TANCE TESTF�. THE CONTRACTOR I I SrIA`L PRG V 10i_ "[-' --' DAA A READ I NGS AS REQUESTED OF AS ;RE( J T Rr n _ i : - i . f 16A 1-11 OPERATION AND MAINTENANCE INSTRUCTIONS. SUBMIT TO THE ARCHITECT THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLO't�'T'JG, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUAt_LY INSTALLED: MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, CON T T A TOR HA ALSO PROVIDE ADEQUATE VERBAL R C S LL PARTS LIS S INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. 3 . TAP.T P F Y TEMS . 16A 1_ S U O S S - THE CONTRACTOR rRIOR TO START UP OF THE ELECTRICAL SYSTEMS, SHALL CHECK ALL COMPONENTS AND DEVICES, LUBRICATE ITEMS 0 T CONNECTIONS. Y AN T HT N ALL SCREWED AND B L ED ACC�RDINGL D IG E ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. V NTRANCE VOLTAGE CHECK AND RECORD BUILDING S SER ICE E GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED -OUT LAMPS. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. 1 A 1-13 GUARANTEE. 6 GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. 16A 1-14 MISCELLANEOUS REMODELING WORK. PROVIDE ALL ITEMS OF ELECTRICAL SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. ANY WORK PERFORMED WITHIN THE LANDLORD'S SWITCHGEAR SHALL BE PERFORMED BY THE LANDLORD'S ELECTRICAL CONTRACTOR OR UNDER THE DIRECT SUPERVISION OF THE LANDLORDS ELECTRICAL CONTRACTOR AT THE TENANT CONTRACTOR'S EXPENSE. 16A2 ELECTRICAL INSTALLATION 16A 2-1 CLEANING. DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO THEIR ORIGINAL CONDITION. 16A 2-2 CUTTING AND PATCHING. THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN PERMISSION OF THE ARCHITECT BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. 16A 2-3 ROUGH -IN. COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH GENERAL CONSTRUCTION. ALL CONDUIT ROUGH -IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 16A 2-4 CONDUIT. ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL CONDUIT RUN UNDERGROUND, EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID. ALL OTHER CODUIT MAY BE EMT WHERE APPROVED BY LOCAL COLE. PVC IS NOT PERMITTED. N0, BX AC, MC OR ROMEX TYPE CABLE IS PERMITTED. MINIMUM CONDUIT SIZE IS 3/4". AT CONTRACTOR'S OPTION, PVC CONDUIT (WITH GROUND WIRE) MAY BE USED WHERE PERMITTED BY CODE. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS TO EQUIPMENT. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 4 FEET. FINAL CONNECTION TO EACH MOTOR AND TRANSFORMERM, AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN ISOLATED GROUND WIRE. ALL HARD -WIRED CONNECTIONS OF KITCHEN EQUIPMENT TO BE MADE WITH FLEXIBLE LIQUID -TIGHT METAL CONDUIT WITH GREEN GROUND CONDUCTOR. 16A 2-6 CONDUIT INSTALLATION. ALL WIRING SHALL BE RUN IN CONDUIT OR BE FLEXIBLE CONDUIT WHERE SPECIFIED AS ACCEPTABLE. CONDUIT SHALL BE INSTALLED CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. RUN PARALLEL TO BUILDING LINES. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, ETC. ALL CONDUIT SHALL BE RUN OVERHEAD. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 -DEGREE BENDS BETWEEN CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED FROM SUSPENDED CEILING COMPONENTS. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 3/4" IN SIZE. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING -IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. CONDUIT TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES SHALL BE ALIGNED AND INSTALLED TRUE AND PLUMB. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES THROUGH EXPANSION JOINTS. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED. CONDUIT SEALS SHALL BE INSTALLED ON ALL CONDUITS PASSING FROM NON -COOLED TO COOLED SPACES AND IN ALL CONDUIT F R AN 00 R WA FURNISH AND PENETRATIONS OF REEZE D C LE LLS T S OUPLINGS SUPPORTS INSTALL THE NECESSARY JUNC ION BOXE C A APT RS ETC. TO FORM A COMPLETE ASSEMBLY. D E 16A 2-7 BUSHINGS AND LOCKNUTS. WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO Y A H N N TH N AND A LOCKNUT ON THE THE BOX B BUS I C O E I SIDE OUTSIDE AND CONDUI T SHALL ENTER THE BOX S UARELY. BUSHINGS Q AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND AV ARP AN- UT THR ADS. WHERE THIN-WALL SHALL H E SH CLE C E CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE. 16A 2-8 WIRE. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. SERVICE ENTRANCE CABLE SHALL BE TYPE USE, THWN OR XHHW WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG AND SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB) OR THHN (DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SHALL BE NOT SMALLER THAN #12 AWG WIRE. IF NO WIRE SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE #12AWG WIRE AND A 20A CIRCUIT BREAKER. CONTROL WIRING SHALL HAVE BOON INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISHED SPECIFIED FUNCTION. 16A 2-9 WIRING INSTALLATION. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY INSTALLING CABLE SUPPORTERS OR PLUG -TYPE CONDUIT RISER SUPPORTS. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX. THE NUMBER OF CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN THEIR ENTIRETY. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH NEC COLOR CODE SYSTEM AND IN THE TABLE BELOW. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL TERMINATION POINTS, JUNCTION AND PULL BOXES. FOR 120/208V SYSTEMS: PHASE A, BLACK; PHASE B, RED; PHASE C, BLUE; NEUTRAL, WHITE; EQUIPMENT GROUND, GREEN; ISOLATED GROUND, GREEN WITH YELLOW STRIPE. FOR 480Y/277 SYSTEMS: PHASE A, BROWN; PHASE B, ORANGE; PHASE C, YELLOW; NEUTRAL, GRAY; EQUIPMENT GROUND,GREEN W/WHITE STRIPE. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK- ON MARKERS OR EQUIVALENT. ALL RECEPTACLE AND NON -LIGHTING EQUIPMENT BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC TABLE 250-95. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. 16A 2-10 JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER RESTAURANT FIXTURES, EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4" SQUARE OR LARGER, WITH GALVANIZED COVERS. 16A 2-11 OUTLET BOXES. ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. 16A 2-12 OUTLET LOCATIONS. OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE PLANS, AND GREAT CARE MUST BE USED IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER CONTRACTORS, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. THE HEIGHT OF THE CENTER OF OUTLETS ABOVE THE FINISHED FLOOR, IF NOT OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, SHALL GENERALLY BE AS FOLLOWS: SWITCH OUTLETS, 48" ABOVE FLOOR TO TOP OF OUTLET; WALL RECEPTACLES, 15" ABOVE FLOOR TO BOTTOM OF OUTLET; DEVICES ABOVE COUNTERS, 10" ABOVE COUNTER TO TOP OF OUTLET. 16A 2-13 WIRING DEVICES. FURNISH AND INSTALL THE FOLLOWING OUTLETS AND SWITCHES WHERE SHOWN OR REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE BY THIS CONTRACTOR TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. ALL OUTLETS AND SWITCHES MUST BE OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT. COLOR OF TOGGLES AND RECEPTACLES SHALL BE AS REQUESTED BY THE ARCHITECT: DUPLEX RECEPTACLE, PASS & SEYMOUR #5352; SINGLE POLE SWITCH: PASS & SEYMOUR #2OAC1; THREE-WAY SWITCH, PASS & SEYMOUR #20AC3; PILOT LIGHT SWITCH, PASS & SEYMOUR #20AC1-RPL; KEY SWITCH, PASS & SEYMOUR #20AC1- L; GFCI DUPLEX RECEPTACLE, PASS & SEYMOUR #2091; WALL -BOX DIMMER SWITCH, PASS & SEYMOUR #91581; SAFETY RECEPTACLE, PASS & SEYMOUR #SG -62 (NEMA 5-15R). EQUIVALENT HUBBELL AND LEVITON WILL BE ACCEPTABLE. OTHER DEVICES SHOWN ON THE PLANS BUT NOT CALLED OUT ABOVE SHALL BE OF THE SAME CONSTRUCTION QUALITY AS DEFINED BY THE MODEL NUMBERS SHOWN. SWITCH AND PILOT INSTALLATIONS SHALL CONSIST OF ONE DESPARD TYPE IVORY SWITCH AND ONE DESPARD TYPE FLUSH 1/25 WATT NEON PILOT LIGHT, BOTH INSTALLED IN A SINGLE -GANG BOX WITH COVER PLATE, OF THE FOLLOWING MANUFACTURERS: PASS AND SEYMOUR ACD201-IV SWITCH AND 1475 PILOT LIGHT HUBBELL 1262-I SWITCH, AND #1475 PILOT#LIGHT. # 16A 2-14 SWITCH AND OUTLET COVER PLATES. A W T H AN OUT T P AT S SHALL BE P&S SIERRA SATIN LLSIC D LE L E STAINLESS STEE CONTRACTOR SHALL VERIFY DESIRED MATERIAL L. W TH ARCH T T FOR INSTALLATION. SWITCH PLATES IN I I EC BE E UNFINISHED ROOMS AND SPACES SHALL BE STAMPED STEEL PLATES, A M M P AT R UP OF W TCHE SHA L BE UNDER ONE GANG - C D IU L ED. G 0 S S I S L PLATE, USUALLY MOUNTED HORIZONTALLY; WHERE REQUIRED BY r T N HA N T AD. PLATES DETAILS VERTICAL MOUN I G S LL BE USED I S E P AND SHALL FINISH FLUSH WITH SHALL BE SET PLUMB ARALLEL T WA L. WEATHERPROOF COVER PLATES SHALL BE STAINLESS HE L T P A HA BE SIERRA STEEL YPE 302 WITH PVC GASKETING. L TES S LL WPD OR EQUAL WITH SEPARATE LIFT COVERS FOR EACH DEVICE. 16A 2-15 WEATHERPROOF COVER PLATES. WEATHERPROOF OUTLETS TO BE GROUND FAULT PROTECTED. PROVIDE INTERMATIC #WP1010 WEATHERPROOF COVER. THE COVER SHALL BE MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE GFCI IS FUNCTIONING. 16A 2-16 FIRESTOPPING OF FLOOR AND WALL PENETRATIONS. THIS CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH FIRE RATED FLOOR AND WALL ASSEMBLIES IN ACCORDANCE WITH NFPA CODES AND UL WALL CONSTRUCTION TYPES. THE SEALING SYSTEM MUST BE CAPABLE OF PASSING A THREE HOUR TEST, PER ASTM E-814 (UL 1479). PENETRATION SEALING SYSTEM SHALL BE, AT A MINIMUM, 3M BRAND 7904 (CP -25 CAULK, OR 303 PUTTY), OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 16A 2-17 FLASHING AND PITCH POCKETS. FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PITCH POCKETS AS REQUIRED. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK. 16A 2-18 ACCESS DOORS. PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO WORK INSTALLED UNDER THIS SECTION, MILCOR OR EQUIVALENT. 16A 2-19 EQUIPMENT IDENTIFICATION. THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, ETC., INCLUDING SWITCHES IN DISTRIBUTION PANELS. NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND HA TA H TO TH U PM NT. NAMEPLATES SHALL S LL BE FIRMLY AT CED E EQ I E CLEARLY IDENTIFY EACH ITEM AND WHAT IT CONTROLS. 16A3 ELECTRICAL SERVICE AND GROUNDING 16A 3-1 CONNECTION TO SERVING UTILITIES. CONTRACTOR SHALL PROVIDE PROPER TERMINATION, METERING PROVISIONS, ETC. FOR ELECTRICAL SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF ALL CODES HAVING JURISDICTION AND OF THE SERVING UTILITY INVOLVED. ALL SERVICE TERMINATIONS AND CONNECTION POINTS SHALL BE VERIFIED IN THE FIELD BY THIS CONTRACTOR, AND HE SHALL WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. THIS CONTRACTOR SHALL PROVIDE ALL CONDUIT, ACCESSORIES, ETC. REQUIRED FOR COMPLETE UTILITY CONNECTION AND NOT FURNISHED BY THE SERVING UTILITY. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY IN ORDER FOR THE UTILITY TO SUPPLY THE PROJECT WITHOUT DELAY. ELECTRICAL CONTRACTOR SHALL PAY ALL CHARGES OF THE SERVING UTILITY FOR THE ELECTRICAL SERVICE. TELEPHONE SERVICE SHALL BE EXTENDED FROM THE LANDLORD'S MAIN DISTRIBUTION PANEL TO THE SPACE. COORDINATE WITH LANDLORD'S REPRESENTATIVE. 16A 3-2 GROUNDING. THE ELECTRICAL SERVICE, ALL TRANSFORMERS, CONDUCTORS, CONDUITS, MOTOR FRAMES, WIRING DEVICES, SWITCHES, LIGHTING FIXTURES, JUNCTION BOXES, ETC. SHALL BE EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER IN CONFORMANCE TO THE NATIONAL ELECTRICAL CODE. 16A4 DISTRIBUTION AND CONTROL EQUIPMENT 16A 4-1 POWER DISTRIBUTION PANELS - CIRCUIT BREAKER, 1200 AMPERE BUS OR SMALLER. FURNISH AND INSTALL SQUARE D TYPE I - LINE, OR EQUIVALENT SIEMENS TYPES S4 OR S5 CUTLER -HAMMER TYPE POW -R -LINE 4, OR GENERAL ELECTRIC TYPES CCB OR AV -1 DEADFRONT DISTRIBUTION PANELS WITH NUMBER AND SIZE BREAKERS AS SCHEDULED AND LOCATED ON THE DRAWINGS. PANELS INSTALLED AS SERVICE ENTRANCE EQUIPMENT SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT. PANELS SHALL BE BRACED FOR AVAILABLE INRUSH. BRANCH BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK. INDIVIDUAL BREAKERS SHALL HAVE AN ENGRAVED PHENOLIC NAMEPLATE FOR CIRCUIT IDENTIFICATION. PANELS SHALL HAVE A HINGED, LOCKABLE DOOR TO COVER THE CIRCUIT BREAKER HANDLES. A CARD HOLDER SHALL BE ON THE INSIDE FACE OF THE DOOR FOR CIRCUIT IDENTIFICATION. 16A 4-2 PANELBOARDS. FURNISH AND INSTALL SQUARE D TYPE NQOD OR NF LIGHTING/POWER PANELBOARDS, OR EQUIVALENT SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC, AS SCHEDULED AND LOCATED ON THE DRAWINGS. THE PANELBOARD SHALL BE COMPLETE WITH THERMAL MAGNETIC PLASTIC CASE CIRCUIT BREAKERS OF THE BOLT -ON TYPE ASSEMBLED IN A FINISHED CABINET. ALL 2 AND 3 POLE BREAKERS MUST BE COMMON TRIP. BREAKERS USED AS SWITCHES FOR 120 OR 277 VOLT LIGHTING CIRCUITS SHALL BE APPROVED FOR THE PURPOSE AND ti�ARBE[60R�WmI�D I EAiI;®NBA®�l�C�d%L�lH�I6NEA�M � I fT;�BEY1R�OlAEROC�RD PLUG-IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. BREAKERS USED FOR THE PROTECTION OF HVAC EQUIPMENT SHALL BE HACR TYPE. PROVIDE PANELS WITH MINIMUM INTERRUPTING RATING AS INDICATED ON DRAWINGS. 16A 4-3 CIRCUIT BREAKERS IN EXISTING PANELBOARDS NEW CIRCUIT BREAKERS REQUIRED TO BE INSTALLED IN EXISTING PANELBOARDS SHALL BE OF THE SAME MANUFACTURER, TYPE AND HAVE THE SAME AIC RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS. 16A 4-4 DISCONNECT SWITCHES. CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON-FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED IN. 16A 4-5 FUSES. EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE JOB SHALL BE EQUIPPED WITH BUSSMANN OR EQUIVALENT FERRAZ SHAWMUT OR LITTLEFUSE FUSES, SIZE AND TYPE AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600 AMPS, SHALL BE UL CLASS L, SIMILAR TO TYPE KRP C. BUSSMANN LOW PEAK OR EQUIVALENT. FUSES USED TO PROTECT MOTORS SHALL BE UL CLASS RK5, BUSSMANN FUSETRON OR EQUIVALENT. ALL FUSIBLE SWITCHES THROUGHOUT THE PROJECT SHALL HAVE FUSE HOLDERS WITH CLASS R REJECTION FEATURE. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. 16A 4-6 DRY -TYPE TRANSFORMERS. FURNISH AND INSTALL SQUARE D OR EQUAL GENERAL ELECTRIC, ACME OR SIEMENS, 150DEGREE C TEMPERATURE RISE ABOVE 40DEGREE C AMBIENT. INSULATING MATERIALS ARE TO EXCEED NEMA ST20 STANDARDS AND BE RATED FOR 220DEGREE C UL COMPONENT RECOGNIZED INSULAT ON Y T M PH I S S E ASE, VOLTAGE, AND SIZE SHALL BE AS NOTED ON THE DRAW INGS. SOUND LEVEL SHALL NOT EXCEED 45 DB PER NEMA TAN AR TRA F R S D DS NS 0 MERS 25 KVA AND LARGER SHALL HAVE FOUR 2.5% FULL CAPACITY PRIMARY TAPS. TRANSFORMERS UP TO 225 KVA SHALL BE MOUNTED ON VIBRATION ISOLATION PADS WITH A .25" STATIC DEFLECTION. CONDUIT CONNECTIONS TO TRANSFORMERS SHA MA W TH F LL BE DE I LEXIBLE CONDUIT WITH AT LEAST 6 OF SLACK IN ALL DIR ECTIONS. TRANSFORMER ENCLOSURES SHALL BE VENTI AT D A L E ND BE FABRICATED OF HEAVY GAUGE SHEET STEEL ON TRU N. C S CTIO MOUNT ABOVE CEILING WHERE INDICATED ON DRAWINGS AND COORDINATE LOCATIONS WITH OTHER TRADES IN ORDER TO MAINTA M N M IN I I UM NEC AND MANUFACTURER REQUIRED CLEARANCES. 16A5 LIGHT FIXTURES, LAMPS AND BALLASTS 16A 5-1 LIGHT FIXTURE LOCATIONS. LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO AVOID CONFLICTS. LIGHT FIXTURES LOCATIONS IN MECHANICAL ROOMS SHALL BE COORDINATED WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. 16A 5-2 LIGHT FIXTURES. LIGHT FIXTURES AS SCHEDULED ON DRAWINGS FURNISHED BY OWNER INSTALLED BY CONTRACTOR. THIS SHALL INCLUDE ALL LAMPS, MATERIAL AND LABOR TO SECURELY HANG FIXTURES, CLEAN THEM AND MAKE THEM COMPLETELY READY FOR USE. ALL LIGHT FIXTURES SHALL INCLUDE ALL NECESSARY ACCESSORIES REQUIRED. LIGHT FIXTURE MODELS SCHEDULED ON THE DRAWINGS ARE TO SHOW THE MANUFACTURER, GRADE AND STYLE OF FIXTURES REQUIRED ONLY. PROVIDE ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES. PROVIDE PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED. PROVIDE ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO UBC 25-231 SEISMIC REQUIREMENTS WHERE REQUIRED. THROUGH WIRING OF FIXTURES IS NOT PERMITTED. EACH FIXTURE MUST BE CONNECTED BY A WHIP TO A JUNCTION BOX. THE WHIP SHALL BE OF SUFFICIENT LENGTH TO ALLOW THE FIXTURE TO BE RELOCATED WITHIN A 6' RADIUS. 16A 5-3 LAMPS. LAMPS FOR ALL LIGHTING FIXTURES SHALL BE PROVIDED AND INSTALLED BY THIS CONTRACTOR. PROVIDE LAMPS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS RECOMMENDED BY THE FIXTURE MANUFACTURER. IN ALL CASES LAMPS SHALL BE COMPATIBLE WITH SPECIFIED FIXTURE. LAMPS SHALL BE MANUFACTURED BY GENERAL ELECTRIC, OSRAM/SYLVANIA, PHILLIPS, OR VENTURE. ALL FLUORESCENT LAMPS SHALL BE WARM WHITE, UNLESS NOTED OR DIRECTED OTHERWISE. INCANDESCENT LAMPS SHALL BE TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS AND SHALL BE 130 VOLT UNLESS OTHERWISE SCHEDULED OR SPECIFIED. 16A 5-4 BALLASTS. ALL FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST OVERHEATING; SHALL BE ETL-CBM, CLASS P TO MEET ALL REQUIREMENTS OF SECTION 410-73 (E) OF THE NEC AS A MINIMUM; SHALL COMPLY WITH THE NATIONAL BALLAST ENERGY LAW; SHALL HAVE A MINIMUM 903 POWER FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND SHALL BE LOW HEAT TYPE. INDOOR FLUORESCENT BALLASTS: SHALL BE ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; SHALL HAVE A TOTAL HARMONIC DISTORTION LESS THAN 20%; SHALL HAVE A FREQUENCY OF OPERATION OF 20 KHZ OR GREATER AND OPERATE WITH NO VISIBLE FLICKER; SHALL WITHSTAND LINE TRANSIENTS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; AND SHALL BE ADVANCE REL/VEL SERIES OR EQUAL OF MAGNETEK, MOTOROLA OR OSRAM. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE MAGNETIC TYPE SUITABLE FOR OPERATION OF T12 LAMPS; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF 0° F FOR RAPID START LAMPS AND A MINIMUM STARTING TEMPERATURE OF -20 DEGREE F FOR 800MA AND 1500MA LAMPS; AND SHALL BE ADVANCE REL SERIES OR EQUAL OF MAGNETEK. 16A6 MISCELLANEOUS ELECTRICAL 16A 6-1 WIRING OF MECHANICAL EQUIPMENT. FURNISH AND INSTALL ALL POWER WIRING, AND ALL CONTROL AND INTERLOCK WIRING OF ALL UNITS, PUMPS, FANS, WATER HEATERS, ETC. CONNECT PER MANUFACTURER'S WIRING DIAGRAMS. FURNISH AND INSTALL ALL DISCONNECT SWITCHES AS REQUIRED. AFTER INSTALLATION OF THE CONTROL INTERLOCK WIRING, THE CONTRACTOR SHALL VERIFY THAT EACH MOTOR LOAD HAS THE CORRECT PHASE ROTATION. THIS CONTRACTOR SHALL VERIFY THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE; ELECTRICAL INSTALLATION SHALL BE BASED ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE WIRE AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS. PROPERLY SIZED ELECTRICAL WIRING AND EQUIPMENT SHALL BE FURNISHED WITHOUT EXTRA COST TO THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CHANGES TO BE MADE IN THE ELECTRICAL INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE IMPACT ON FEEDERS, PANELS, FUSE AND BREAKER SIZES CAN BE CHECKED PRIOR TO THE INSTALLATION. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE MECHANICAL, REFRIGERATION AND PLUMBING CONTRACTORS TO VERIFY THE ACTUAL WIRE SIZING AMPS AND CORRECT SIZES OF ALL OVERLOAD HEATERS FOR ALL EQUIPMENT. 16A 6-2 WIRING OF THERMOSTATS AND TEMPERATURE CONTROLS. FURNISH AND INSTALL ALL POWER WIRING, AND ALL CONTROL AND INTERLOCK WIRING OF ALL THERMOSTATS AND TEMPERATURE CONTROL DEVICES INCLUDING NIGHTSTATS, TIME SWITCHES AND OVERRIDE TIMERS, ETC. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. 16A 6-3 TELEPHONE SYSTEM PROVISIONS. TELEPHONE EQUIPMENT AT LOCATION AS SHOWN ON DRAWINGS. PROVIDE AND INSTALL FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4" CONDUIT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS SHOWN ON DRAWINGS. 16A 6-4 DATA SYSTEM PROVISIONS. PROVIDE AND INSTALL FLUSH MOUNTED DATA OUTLET BOXES WITH 3/4" CONDUIT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS SHOWN ON DRAWINGS. 16A 6-5 TIME SWITCHES. PROVIDE TIME SWITCHES WITH NUMBER AND TYPES OF CONTACTS, SEQUENCE, AND VOLTAGE AS NOTED ON DRAWINGS OR AS REQUIRED BASED ON THE TIME SWITCH FUNCTION AND THE NUMBER OF BRANCH CIRCUITS CONTROLLED. TIME SWITCHES SHALL BE ELECTRONIC DIGITAL TYPE WITH MANUAL BYPASS SWITCH, AND NEMA ENCLOSURE SUITABLE FOR THE ENVIRONMENT INSTALLED. PROVIDE WIRING TO PHOTOCELLS, CONTACTORS, RELAYS OR OTHER CONTROL POINTS AS REQUIRED. TIME SWITCHES SHALL BE AS MANUFACTURED BY INTERMATIC, PARAGON OR TORK. 16A 6-6 CONTACTORS. CONTACTORS FOR USE WITH TIME SWITCHES FOR REMOTE-CONTROLLED INSTALLATIONS SHALL BE GENERAL ELECTRIC, ASCO, OR SQUARE D ELECTRICALLY HELD TYPE DESIGNED FOR TUNGSTEN AND BALLAST LIGHTING LOADS. CONTACTORS MAY BE MOUNTED IN RESPECTIVE CONTROLLING PANELBOARDS AT CONTRACTOR'S OPTION. -11 • a g a iR r' � ..1. 16A -7 F T 6 MISCELLANEOUS E U PM NT AN � I E D ONN Q C _C IONS. PROVIDE WIRING OF FIRE EXTINGUISHING SYSTEM FOR EXHAUST H00 S L D ' �EL SH . . INCLUDING ELECTRICA NT R I E LOCK OF AUTOMATIC F� itT.. OFF VALVES AND/OR PROVISION OF SHUNT TRIP BREAKERS FOR SHUT - Q R OFF OF r ELECTRICAL E UIPMENT UNDER H00 . D ALL W I. I NG ,SND B I CONNECT ON TO PM N S EQUI E T FURNISHED Y 0TH R l E S INCLUDING B JT NOT LIMITED TO BAKERY EQUIPMENT, DELI EQUIPMENT, MEAT ROOM Q Q E UIPM T K T H N PM EN I C E EUI ENT CHECKSTAND AN A D SC NNERS EXHAUST HOOD FIRE EXTINGUISHING SYSTEM, ETC. ALL HARD - Q EC T WIRED CONN T OF T IONS KI CHEN E UIPMENT TO B A W IH EM DE I FLEXIBLE LIQUID -TIGHT METAL CONDUIT WITH GREEN GROUND CONDUCTOR INSTALLED INSIDE RACEWAY. BOTH ENDS OF GROUND CONDUCTOR TO BE BONDED. 16A 6-8 FIRE ALARM SYSTEM THIS SECTION REQUIRES THE FURNISHING, INSTALLING, TESTING AND START-UP OF COMPLETE FUNCTIONING SYSTEMS, AND EACH ELEMENT THEREOF, AS SPECIFIED OR AS DETAILED ON THE DRAWINGS OR REASONABLY INFERRED, INCLUDING EVERY ARTICLE, DEVICE OR ( ACCESSORY WHETHER OR NOT SP ECIFICALLY CALLED FOR 8Y ITEM) REASONABLY NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTION AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. ELEMENTS OF THE WORK INCLUDE MATERIALS, LABOR, SUPERVISION, SUPPLIES, EQUIPMENT, TRANSPORTATION AND UTILITIES. PROVIDE AND INSTALL ALL HORN/STROBES, DUCT SMOKE DETECTORS, SMOKE DETECTORS, PULL STATIONS AND WIRING AT LOCATIONS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY BUILDING CODES, AND CONNECT TO THE FIRE ALARM PANEL. PROVIDE FIRE ALARM PANEL, COORDINATE LOCATION WITH OWNER AND LOCAL AUTHORITY HAVING JURISDICTION. ALL WIRING SHALL BE INSTALLED IN CONDUITAN. HORN/STROBES SHALL MEET ALL REQUIREMENTS OF THE AMERICS WITH DISABILITIES ACT. CONNECT FIRE ALARM PANEL TO BUILDING OWNER'S FIRE ALARM PANEL AND PROGRAM ACCORDING TO AHJ REQUIREMENTS. 16A7 EXISTING EQUIPMENT REUSE AND REMOVAL THIS CONTRACTOR SHALL REMOVE ALL EXISTING WIRING, FIXTURES, EXPOSED CONDUITS AND OTHER ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO TERMINATION OF THE WORK. ALL ABANDONED CONDUIT IN, OR SERVING, THE SPACE MUST 6E REMOVED. EXISTING CONDUITS AND RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE; IF THEY ARE CLEAN INSIDE WITH 110 EVIDENCE OF RUST OR BURRS; IF FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND IF SUITABLY LOCATED TO AVOID CONFLICTS WITH OTHER TRADES OR INSTALLATIONS. ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT SHALL BE CAREFULLY "FISHED" TO REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWABBED UNTIL ALL MOISTURE IS REMOVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TG CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, AND HE SHALL PATCH AND REPAIR ANY SURFACE DAMAGE RESULTING FROM HIS WORK. CONDUITS STUBBED ABOVE THE FLOOR AND NOT USED .A.? THE TERMINATION OF THE WORK SHALL BE CUT FLUSH WITH THE FLOOR AND PLUGGED AT BOTH ENDS. ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT THE TERMINATION OF THE CONTRACT SHALL BE RELOCATED, IF REQUIRED, AS A RESULT OF WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED IN THE DRAWINGS OR SPECIFICATIONS. ELECTRICAL SPECIFICATIONS �,) SCALE: 1/4"=V-011 Is A <­ . + 1 rte° A � h W riff. / - 4 _,a a� , ., _. r r ^ s .o• �y k . r 40 �f ,1. r * 0'x ,n" a • z .t . k _'� 4 "* PANDA RESTAUR.A�, F G }P'U i NCI W 11 s R, 1683 Walnut Grove Ave. °�,,. Rosemead, Galilomia 91770 Telephone: 626.799.9898 1* Facsimile: 626.: '2.8288P 0 {• 4 , 4_ _, . r Oa MEMMEMAMEMEMEMENMEMMMM 400 WI ideas, designs. arrangement and plans indi,� J "'- or represented by this dravting are the prop Panda express Inc. and were created for use on -• this specific project. None of these ideas, W *1 ;< arrangements or plans may s uard r f g p �' b by a - .. , to any person, firm, or corporation without the written permission of Panda Express Inc. k ;Ir - r I �', �'­! - � �� , , ME 0 M., s. �. r m 411 *+ m REVISIONS: a I, ,d :w —------ _—__._. : - __ .. — .!-1 R.. __——_--_.-___..... _.____ AI -------- --- f -.I_-__-_____--.___._.__------_.--_.. __ 1 I A I ISSUE CRATE: - 1ST MIT REVIEW 10.28.09 2ND — ______ 3RD 4TH 5TH 6TH r � l z �1.10 ­ III tioqovwarchitect 'o ;0Jb6 WVv _LI_ F''':'` �i"�UE, SUITE 700 OVERLAND PARK, K:S 66210 p'."a: 913,643.11"' ' 1 9 ix: 913.649.127.5 I hereby certify that this plan. spec t oMm. or report vias prepared by me or under my direct supeMeion and that I am o duly Registerad Profeealonal Engineer under the Iowa of rare State of Minnesota. /n��^) Gray Schnackel _ a. '-a�..�? _ Data 4Q127126D9 Rag,stratron 49, 14 ;. wllill 1114 a EAGAN PROMENADE ' la ,Y. 1'.'70 PR0MrEI AVE PLAC SUITE ? 50; EAGAN . M11111 55121 3 V GENERAL NOTES D D D PROJECT DIRECTORY 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE. ALL EXISTING STRUCTURES AND ALL OTHER EXISTING STRUCTURE ON THE PROJECT SITE BEFORE COMMENCING THE WORK. PANDA EXPRESS LANDLORD GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL, HORIZONTAL AND OTHERWISE), AS WELL AS TOD 91ZDAX9iPANDA PROJECT MANAGER PROPERTY DEVELOPER/ MANAGER VERIFY THE CONDITIONS AND NATURE OF THE TENANT CONSTRUCTION, MATERIALS, AND AVAILABLE UTILITIES AND STEVEN BELANGER STONEHENGE - USA STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING OF ANY AND ALL DISCREPANCIESAXXS5 RESTUARANT GROUP, INC. CONTACT: RANDY RAUWERDINK BETWEEN THE SAID EXISTING CONDITIONS AND THESE DRAWINGS. FURTHER, IT SHALL BE THE JOINT RESPONSIBILITY 415 SOUTH PACIFIC AVE. 18258 MINNETONKA BLVD, QUITE 100 OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL MUNDELEIN, IL 60060 DEEPHAVEN, MN 55391 NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION OR T: 847.393.7549 T: 952.540.4243 INSTALLATION OF ANY MATERIALS, EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF F: 626.372.8682 F: 952.473.2206 THIS PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK. PROJECT DESIGNER JAMES TRUONG PANDA RESTUARANT GROUP, INC. 2. COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THAT THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THIS PORTION OF THE WORK. 1683 WALNUT GROVE AVE. ROSEMEAD, CA 91770 T: 626.372.8550 F: 626.372.8903 3. ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODES ARCHITECT AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL MARVIN BARDEN UTILITIES PERMITS AND APPROVALS ARE OBTAINED. H.C. KLOVER ARCHITECT 10955 LOWELL AVE., SUITE 700 SEWER 4. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. OVERLAND PARK, KS 66210 T: 913.649.8181 F: 913.649.1275 CITY OF EAGAN - UTILITY DIVISION CONTACT: 3419 COACHMAN POINT 5. 6. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING ASBESTOS WITHIN THE THE TENANTS LEASE PREMISES. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE (IF REQUIRED) FOR A TRASH DUMPSTER, SIZE ANDU, ♦ ♦ Q MECHANICAL, ELECTRICAL, PLUMBING SCHNACKEL ENGINEERS 3035 SOUTH 72ND STREET, SUITE 101 OMAHA, NE 68124 CONTACT: NATE ENGEL EAGAN, MN 55122 T: 651.675.5200 GAS MINNESOTA ENERGY RESOURCES MERC LOCATION OF WHICH IS SUBJECT TO LANDLORDS APPROVAL, FOR THE REMOVAL OF REFUSE. �I O O T: 402 .391. 7680 F: 800.930.9526 CONTACT: CUSTOMER SERVICE P.O. BOX 2176 7. 8. 9. THE ABBREVIATION OF "N.I.C." INDICATES WORK AND OR MATERIAL IS NOT IN THE CONTRACT OF THE GENERAL CONTRACTOR, HOWEVER THIS DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION. ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDIVIDUALLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL G O lop/ C I Al 1V JURISDICTIONAL AUTHORITIES BUILDING DEPARTMENT (CITY) COMMUNITY DEVELOPEMENT - BUILDING DIVISION CONTACT: MIKE LENCE 3830 PILOT KNOB ROAD EAGAN, MN 55122 P: 651.675.5675 SCOTTSBLUFF, NE 69363 T: 800.889.9508 WATER'I CITY OF EAGAN - UTILITY DIVISION CONTACT: 3419 COACHMAN POINT EAGAN, MN 55122 T: 651.675.5200 UTILITIES. HEALTH DEPARTMENT (STATE) ELECTRICAL 10. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY ROOF DECK IF APPLICABLE. MINNESOTA DEPARTMENT OF HEALTH - ENVIRONMENTAL HEALTH DAKOTA ELECTRIC CONTACT: FOOD AND BEVERAGE PLAN REVIEW CONTACT: CUSTOMER SERVICE 11. THE TERM "OWNER" OR "TENANT" SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE 625 NORTH ROBERT STREET 4300 220TH STREET WEST TERM "GENERAL CONTRACTOR" AND "G.C." SHALL REFER TO THE PERSON AND/OR PERSONS WHO HAVE CONTRACTED Zz q] pQOt]C nMaDC ST. PAUL, MN 55155 FARMINGTON, MN 55024 OR SUBCONTRACTED FOR THE WORK. P: 651 .201.4500 T: 800.874.3409 12. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN, A.I.A. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT WiT7,@ TELEPHONE FOR CONSTRUCTION SHALL APPLY. QWEST CONTACT: CUSTOMER SERVICEEAOA�UO T: 800.603.6000 VICINITY MAP N.T.S. KEY PLAN N.T.S. DRAWING INDEX REVISIONS T-1.0 TITLE SHEET SP -1.0 SPECIFICATIONS SP -1.1 SPECIFICATIONS SP -1.2 SPECIFICATIONS - ARCHITECTURAL A-0.1 ENLARGED SITE PLAN AND PATIO PLAN ,. .y' A-1.0 FLOOR PLAN & FINISH SCHEDULE z A-1.1 REFLECTED CEILING PLAN A-1.2 FLOOR FINISH PLAN "VA PANDA EXPRESS PANDA EXPRESS -1.3 ARCHITECTURAL ROOF PLAN A-2.0 EXTERIOR ELEVATIONS A-3.0 ARCHITECTURAL DETAILS A-3.1 ARCHITECTURAL DETAILS A-4.0 DINING ROOM ELEVATIONS y w i A-4.1 DINING ROOM ELEVATIONS A-4.2 KITCHEN ELEVATIONS A-4.3 RESTROOM ELEVATIONS AND ENLARGED PLAN K-1.0 FURNITURE & EQUIPMENT PLAN F-1.0 CASEWORK COUNTER PLUMBING `- -3 - P-1.0 PLUMBING FLOOR PLAN - WATER ADN GAS P-2.0 PLUMBING FLOOR PLAN - WASTE AND VENT P-3.0 PLUMBING RISER DIAGRAMS P-4.0 PLUMBING DETAILS P-5.0 PLUMBING DETAILS P-6.0 PLUMBING SPECIFICATIONS SYMBOLS CODE SYNOPSIS MECHANICAL SDOOR TYPE ELEVATION lA-3.0 DETAIL DATUM APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES M-1.0 MECHANICAL FLOOR PLAN M-1.1 MECHANICAL ROOF PLAN M-2.0 MECHANICAL DETAILS AND SCHEDULES e -� WINDOW TYPE 1A-2.0 ELEVATION ( INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: M-2.1 MECHANICAL DETAILS M-3.0 MECHANICAL SPECIFICATIONS M-4.0 KITCHEN HVAC EQUIPMENT SCHEDULES AND DETAILS W1 � SECTION CUT WALL TYPE 1� I J t CODES EGRESS 2007 MINNESOTA STATE BUILDING CODE REQUIRED EGRESS WIDTH: 77 x 0.2 =15.4" (DEFAULT TO MIN.) M-4.1 KITCHEN HVAC EQUIPMENT SCHEDULES AND DETAILS M-4.2 KITCHEN HVAC EQUIPMENT SCHEDULES AND DETAILS XXX 10J 1.0 ROOM ROOM NAME `- FINISH TAG NAME & NUMBER ® EQUIPMENT/ ROOM # C1 100 DESCRIPTION CEILING TAG KEYNOTE P-. ® 0 -0 AFF RE: ?/A- .? STRUCTURAL CEILING TYPE CEILING HEIGHT GRID CEILING FINISH DETAIL REFERENCE - INCLUDING - EGRESS WIDTH PROVIDED: 1 @ 70 = 138" 1. BUILDING: 2006 INTERNATIONAL BUILDING CODE (IBC) W/ AMMENDMENTS 2 @ 34" 2. FIRE: 2006 INTERNATIONAL FIRE CODE (IFC) 3. MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE (IMC) W/ AMMENDMENTS EXITS REQUIRED: 2 4. PLUMBING: 2006 MINNESOTA PLUMBING CODE EXITS PROVIDED: 3 ALL ACCESSIBLE ( ) 5. ELECTRIC: 2008 NATIONAL ELECTRIC CODE (NEC) 6. ACCESSIBILITY: MINNESOTA ACCESSIBILTY CODE (IBC 2006 & ANSI 117.1)E-5.0 EXIT ARRANGEMENT: MAX. DIAGONAL - 75'-6" 7. ENERGY: 2009 MINNESOTA STATE ENERGY CODE MIN. SEPARATION = 1/2(75'-6")=37-8" ELECTRICAL E-1.0 ELECTRICAL LIGHTING PLAN E-2.0 ELECTRICAL POWER AND SYSTEM PLANS E-3.0 ELECTRICAL ROOF PLAN E-4.0 ELECTRICAL NOTES AND ONE LINE DIAGRAM E-5.0 LIGHTING DETAILS AND ELECTRICAL SCHEDULES E-6.0 ELECTRICAL DETAILS AND SPECIFICATIONS ABBREVIATIONS ACTUAL SEPARATION= 52'-6" BUILDING DATA BUILDING AREA: - AREA UNDER ROOF: - PERMITTED TRAVEL DISTANCE: 200' LEASE AREA: 2,246 S.F. MAX. POSSIBLE TRAVEL DISTANCE: 90'-0" USE GROUP: A-2 CONSTRUCTION TYPE: II -B, FULLY SPRINKLED REQUIRE PLUMBING FACILITIES CONSTRUCTION: W. C. LAVATORIES ALLOWABLE HEIGHT: N/A MALE: 1(1 PROVIDED) 1(1 PROVIDED) EXISTING HEIGHT: N/A FEMALE: 1(1 PROVIDED) 1(1 PROVIDED) NEW HEIGHT: N/A DRINKING FOUNTAINS: 1(WATER PROVIDED AT BEVERAGE COUNTER) OCCUPANT LOAD SERVICE SINK: 1(1 PROVIDED) DINING: 958 SF/15 = 64 QUEUE: 70 SF/5 = 14 DEFERRED SUBMITTALS KITCHEN: 762 SF/200 = 4 SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT BY SIGN CONTRACTOR. TOTAL OCCUPANT LOAD: 82 PERSONS Plumbing and HVAC plans are required to be submitted with their respective permit applications. REMAINED PLANS MUST REMAIN ON JOB SITE EAGANIE REVIEWED BY AFF ABOVE FINISHED FLOOR INT. INTERIOR ALUM. ALUMINUM K.E.C. KITCHEN EQUIP. CONTRACTOR BV BALL VALVE (FULL PORT) L.L. LANDLORD B.O. BOTTOM OF MC MECHANICAL CONTRACTOR C. CONDUIT (N) NEW CO CONDUIT ONLY NIC NOT IN CONTRACT CW COLD WATER NTS NOT TO SCALE (E) EXISTING OA OUTSIDE AIR EC ELECTRICAL CONTRACTOR O.C. ON CENTER EWH ELECTRICAL WATER HEATER PC PLUMBING CONTRACTOR EXT. EXTERIOR RAR RETURN AIR REGISTER FOF FACE OF FINISH R.I.H. ROUGH -IN HEIGHT FOS FACE OF STUD S.S. STAINLESS STEEL F.S. G.C. FLOOR SINK STL. STEEL GENERAL CONTRACTOR STRUCT. STRUCTURE, STRUCTURAL EMPLOYEES: 7 EMPOYEES/SHIFT (2 SHIFTS PER DAY) DATE. Z I D D BUILDING 6hR,�PF,TIONc Q!y!S!ON H.W. HOT WATER T.O. TOP OF WCO WASTE CLEAN OUT DINING ROOM SEATING: 44 SEATS (INCLUDING 2 ACCESSIBLE) PATIO SEATING: 24 (INCLUDING 1 ACCESSIBLE) ID INDIRECT DRAIN PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement andPlans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE. 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: / P N rickloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME:MENRYoC. KLOVER SIGNATURE: DATE: 16.14.41(4 'LICENSE # 21613 PANDA EXPRESS M EAGAN PROMENADE C� Co 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r W T�l W ■ n/ TITLE �- SHEET �G I..L W C. SPECIFICATIONS ARTICLE 1 GENERAL PROVISIONS GC1.1 GENERAL CONDITIONS • THE STANDARD FORM OF GENERAL CONDITIONS, 1997 EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT NO. A-201, PAGES ONE THROUGH FORTY-FOUR, ARE HEREBY MADE A PART OF THESE . SPECIFICATIONS AND SHALL APPLY THE SAME AS IF REPEATED HERE IN FULL. COPIES OF SAME SHALL BE ON FILE AT THE OFFICE OF ARCHIECT'S COMPANY NAME AND ADDRESS. ALL INTERESTED PARTIES SHALL BE GOVERNED BY THOSE GENERAL CONDITIONS IN ALL MATTERS PERTAINING TO THIS PROJECT, DURING THE PERIOD OF CONSTRUCTION, AND PARTICIPATION IN THE PROJECT WILL BE CONSIDERED PRESUMPTIVE EVIDENCE OF THE PARTICIPANT'S FULL UNDERSTANDING OF, AND AGREEMENT WITH, THE CONDITIONS OF THE REFERENCED GENERAL CONDITIONS. THE GENERAL CONDITIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS, AND TECHNICAL SPECIFICATIONS, ALONG WITH THE OTHER CONDITIONS WHICH FOLLOW, AND AS PROVIDED, AS WELL AS ALL APPLICABLE PROVISIONS OF THE SPECIFICATIONS, FORM A PART OF THE CONTRACT AND SHALL GOVERN EACH CONTRACTOR ENGAGED IN WORK ON THE PROJECT WHETHER THE WORK BE LET UNDER SEPARATE CONTRACTS OR UNDER A SINGLE CONTRACT. GC1.2 BASIC DEFINITIONS It V U 1.2.1 THE CONTRACT DOCUMENTS THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN PANDA EXPRESS AND CONTRACTOR, CONDITIONS OF THE CONTRACT AND ALL DOCUMENTS LISTED BELOW. 1.2.2 THE CONTRACT DOCUMENTS SHALL INCLUDE: DRAWINGS AS LISTED IN THE INDEX OF THIS SET. SPECIFICATION DIVISION 1-16 INCLUSIVE. ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. EQUIPMENT INSTALLATION HAND BOOK. GC1.3 DEFINITIONS PHRASES USED IN THE SPECIFICATIONS ARE DEFINED AS FOLLOWS: "AS SHOWN" - AS SHOWN ON THE ACCOMPANYING DRAWINGS. "PROVIDE" - PROVIDE AND INSTALL COMPLETE, WITH ALL NECESSARY ACCESORIES AND INCIDENTAL MATERIALS AND SUPPLIES. "PROVIDED BY OWNER" - MATERIALS OR GOODS WILL BE DELIVERED F.O.B. JOBSITE BY THE OWNER AT NO EXPENSE TO THE GENERAL CONTRACTOR. UNLOADING, STORAGE, INSTALLATION, AND/OR ASSEMBLY OF ITEMS "PROVIDED BY OWNER" SHALL BE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. "INSTALL" - INSTALL ITEMS, COMPLETE, PROVIDING ALL INCIDENTAL AND NECESSARY SUPPLIES AND MATERIALS. "GENERAL CONTRACTOR" - THE GENERAL CONTRACTOR OR ANY OR ALL OF HIS VARIOUS SUBCONTRACTORS. "OWNER" - ALL GENERAL CONDITIONS REFERENCES TO "OWNER" SHALL REFER TO PANDA RESTAURANT GROUP, INC. ARTICLE 2 INSURANCE 2.1 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO OBTAIN THE FOLLOWING INSURANCES, AND AT THEIR REQUEST FURNISH EVIDENCE TO THE OWNER. ALL INSURANCE SHALL NAME PANDA RESTAURANT GROUP, INC.,& (THE ARCHITECT COMPANY) AS ADDITIONAL INSURED PARTIES. 2.1.1 WORKMAN'S COMPENSATION INSURANCE IN ACCORDANCE WITH THE LAWS OF THE STATE IN WHICH THE PROPERTY IS LOCATED AND THE PANDA EXPRESS REQUIREMENTS, OWNER SHALL KEEP A COPY IN FILE ALL TIME 2.1.2 COMPRENHENSIVE GENERAL LIBILITY INSURANCE INCLUDING CONTRACTURAL LIABILITY WITH LIMITS SET FORTH BY THE LEASE AND THE PANDA EXPRESS REQUIREMENTS. 2.1.3 AUTOMOBILE LIABILITY INSURANCE INCLUDING CONTRACTURAL LIABILITY AS SET FORTH BY THE LEASE AND THE PANDA EXPRESS REQUIREMENTS. 2.1.4 BUILDER'S RISK INSURANCE IN THE AMOUNT OF THE ESTIMATED COST OF PANDA EXPRESS IMPROVEMENTS. 2.2 INDEMNIFICATION THE CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS THE PANDA EXPRESS, ITS AGENTS, SERVANTS, AND EMPLOYEES, AND THE OWNER'S ARCHITECT AND ENGINEER FROM AND AGAINST ANY AND ALL LIABILITY OR DAMAGE TO PROPERTY OCCASIONED BY ANY ACT OR OMISSION OF THE CONTRACTOR, HIS SUBCONTRACTORS, SERVANTS, OR EMPLOYEES, INCLUDING ANY AND ALL EXPENSE, LEGAL OR OTHERWISE, WHICH MAY BE INCURRED BY THE OWNER, ITS AGENTS, SERVANTS, OR EMPLOYEES IN THE DEFENSE OF ANY CLAIM, SETTLEMENT OR SUIT. ARTICLE 3 EXTRA WORK PRESUMPTIVE THAT ALL SAID ITEMS HAVE ARRIVED UNDAMAGED, AND IN TEMPORARY BARRICADE: DIVISION 8 DOORS AND WINDOWS THE PROPER QUANTITIES, AND IT SHALL THEN BE THE CONTRACTOR'S ANY SUBCONTRACTOR, WITHOUT HAVING SPECIFIC APPROVAL FROM THE SECTION 08210 FLUSH WOOD DOORS RESPONSIBILITY (AT HIS OWN COST) TO PROMPTLY REORDER, REPLACE INSTALL TEMPORARY BARRICADE AS REQUIRED BY CITY OFFICIALS IN OWN RISK WITHOUT ANY OBLIGATION OR RESPONSIBILITY OF THE OWNER AND/OR REPAIR ANY SUCH ITEMS NEEDED FOR THE PROPER COMPLETION OF MANNER STIPULATED BY SAME. PROVIDE AND INSTALL SOLID CORE FLUSH WOOD DOOR FOR RESTROOM, THIS PROJECT, ON THE AGREED DATE OF COMPLETION. PROTECTION AND CLEAN UP: SOLID CORE DOORS FOR PLASTIC LAM. FINISH: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION OF LIGHT AND POWER: FACE: MAPLE MEASUREMENTS: PROVIDED BY ELECTRICAL CONTRACTOR OR -REUSE EXISTING FROM GRADE: PAINT GRADE THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN ACCURATE TAKING OF JOB LOCATION OF LANDLORD'S SERVICE AND PAY ALL COST FOR SAME, FOR ALL CONSTRUCTION: SOLID CORE SITE MEASUREMENTS, VERIFYING SAME, AND PROMPTLY FURNISHING EXACT CONTRACTOR(S) TO SUBJECT SPACE. PREFIT DOORS AT FACTORY WITH CLEARANCES OF 1/8" AT EACH VERTICAL JOB SITE MEASUREMENTS TO ALL PARTIES REQUIRING SAME. CONTRACTOR EDGE AND AT TOP, 112" AT BOTTOM, AND 1/8" IN 2" BEVEL AT LOCK MUST NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. WATER SUPPLY: EDGE, 3/8" CLEARANCE ABOVE FLOOR WITHOUT THRESHOLD, 314" ABOVE THE CONTRACTOR SHALL CHECK SALES CASEWORK SHOP DRAWINGS AS TO SECTION 01000 SUMMARY OF WORK: FLOOR WITH THRESHOLD. CORRECT ANGLES AND FIT TO THE EXISTING SPACE AS SHOWN. THE THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR PERMANENT NOTE: ALL OF THE WORK UNDER EACH HEADING OF THESE SPECIFICATIONS CONTRACTOR SHALL PERMANENTLY LAYOUT THE CASEWORK ON THE FLOOR WATER SERVICE, WATER METER, AND PRESSURE REGULATOR FOR ALL PURPOSES OF PROVIDE ALL DOORS PER DOOR AND HARDWARE SCEDULES. INSTALLATION TO PRIOR TO THE CONSTRUCTION OF WALL, CEILING, LIGHT FIXTURES, ETC. CONSTRUCTION, PAYING ALL COSTS IN CONNECTION WITH SAME, AND FOR ALL WATER GENERAL REQUIREMENTS: MECHANICAL EQUIPMENT, ETC.; IT IS NECESSARY TO REMOVE ALL DIRT, STAINS, AND USED. THIS SHALL INCLUDE ALL MEANS OF CONVEYING SAME TO PLACE WHERE COMPLY WITH MANUFACTURER'S INSTRUCTIONS. WRITTEN DIMENSIONS SHALL TAKE PRECDENCE OVER SCALED DIMENSIONS. REQUIRED. THE WORK UNDER EACH HEADING OF THESE SPECIFICATIONS SHALL INCLUDE LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR AND DRAWING. ELECTRICAL ENERGY: SPECIFICATIONS, OR OTHERWISE REQUIRED. GENERAL CONTRACTOR IS TO SUPERVISE AND SCHEDULE PROPER INSTALLATION THE CONTRACTOR SHALL MAKE ALL NECESSARY APPLICATIONS, PAY ALL SECTION 08710 FINISH HARDWARE SUBSTITUTION: DUES AND CHARGES, OBTAIN NECESSARY PERMITS, PROVIDE AND MAINTAIN SERVICES, AND EQUIPMENT NECESSARY AND/OR INCIDENTAL TO PERFORM BIDDERS MAY OFFER SUBSTITUTIONS FOR ANY ITEM SPECIFICATION BY ELECTRICAL ENERGY FROM DEVELOPERS PERMANENT ELECTRICAL FACILITIES PROVIDE FINISH HARDWARE THROUGHOUT THE WORK AS NEEDED FOR A SUBMITTING IN WRITING AS OUTLING IN SPACE PROVIDED ON PROPOSAL FOR LIGHTING, POWER FOR ALL ELECTRIC TOOLS AND EQUIPMENT REQUIRED COMPLETE INSTALLATION AS SPECIFIED ON THE DRAWINGS. FORM. IN CONSTRUCTION OF ALL BRANCHES OF THE WORK AND PAY FOR ALL AND LEAKING, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL IN CASE OF CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS THE CURRENT USED. NOTE: ALL HARDWARE SHALL BE INSTALLED TO ALLOW FOR VINYL WALL COVERING AND IT SHALL BE UNDERSTOOD BY ALL HEREIN CONCERNED THAT ANY PROVIDE, THE GREATEST QUANTITY AND BETTER QUALITY OF MATERIALS WOOD TRIM WHERE SUCH OCCUR. PROPOSAL SUBSTITUTION SHALL HAVE THE WRITTEN APPROVAL OF ARCHITECT TELEPHONE: FASTENERS: SUCH WORK OR MATERIALS FOUND BY THE OWNER'S REPRESENTATIVE TO BE AND/OR OWNER'S REPRESENTATIVE, BEFORE BEING USED BY CONTRACTOR, THE CONTRACTOR SHALL FURNISH AND MAINTAIN ON THE JOB SITE, A TEMPORARY AND INSTALLATION OF ALL SUCH WORK EXCEPT AS HEREINAFTER MAY BE REQUIRED. OTHERWISE IT WILL BE ASSUMED THAT THE CONTRACTOR'S TOTAL BID IS TELEPHONE AT THE BEGINNING OF PROJECT FOR THE USE OF THOSE CONNECTED WITH PROVIDE ALL HARDWARE WITH ALL NECESSARY SCREWS, AND OTHER BASED UPON THE MATERIAL OR ITEM OF EQUIPMENT SPECIFIED. THE WORK AND FURNISH FREE TELEPHONE SERVICES ON ALL LOCAL CALLS. IF STORE FASTENERS OF SUITABLE SIZE AND TYPE TO ANCHOR THE HARDWARE IN FOR THE ACTS AND OMISSIONS OF HIS SUBCONTRACTORS AND OF PERSONS TELEPHONE ALREADY EXISTS, PROVIDE ADDITIONAL PHONE. BEEPERS DO NOT QUALIFY POSITION FOR LONG LIFE UNDER HARD USE. FURNISH ITEMS COMPLETE EXAMINATION OF SITE AND DOCUMENT: AS TELEPHONE. WITH EXPANSION SHIELDS, TOGGLE BOLTS, AND OTHER ANCHORS, IN BEFORE SUBMITTING A PROPOSAL, EACH BIDDER SHALL EXAMINE ALL DOCUMENTS, VISIT FOR TO BE FURNISHED BY THE OWNER AND INSTALLED BY THE ACCORDANCE WITH THE MATERIAL TO WHICH THE HARDWARE IS TO BE THE SITE, VERIFYING ANY SPECIAL CHARGES OR REQUIREMENTS, COMPARING EACH TO FIRE PROTECTION: APPLIED AND THE RECOMMENDATIONS OF THE HARDWARE MANUFACTURER. PROVIDE AND COMPLETE ALL PRELIMINARY WORK AND TEMPORARY THE OTHER AND INFORMING THEMSELVES OF ALL CONDITIONS UNDER WHICH WORK IS TO TENANT'S CONTRACTORSHALL PROVIDE FIRE EXTINGUISHERS WITHIN THE FASTENER FINISH SHALL HARMONIZE WITH THE HARDWARE MATERIAL. BE PERFORMED. PREMISES AS REQUIRED BY CODE AND/OR INSURANCE COMPANIES, OR VERIFY THAT ONE IS EXISTING IN THE CASE OF A REMODELING. COORDINATE WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN EACH BIDDER SHALL BASE HIS PROPOSAL ON MATERIAL, METHODS AND/OR DISCONNECT AND SEAL UTILITIES SERVING STRUCTURE TO BE DEMOLISHED, THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. EQUIPMENT COMPLYING WITH THE SPECIFICATIONS AND DRAWINGS. PRIOR TO START OF DEMOLITION WORK. STRICTLY PROHIBITED WORK AND PRACTICES: INSTALL HARDWARE ITEMS IN ACCORDANCE WITH THE SCHEDULE INCLUDED THE WORDS "THE CONTRACTOR SHALL" ARE INTENTIONALLY OMITTED FROM THE INSTALLATION OF ANY COMBUSTIBLE MATERIALS ABOVE FINISHED CEILINGS INSTITUTE, EXCEPT AS SPECIFICALLY REQUIRED TO COMPLY WITH LOCAL SPECIFICATIONS. WHERE DIRECTIONS OR INSTRUCTIONS ARE STATED, WITHOUT OR IN ANY OTHER CONCEALED, NOWSPRINKLERED SPACE. ON THE DRAWINGS AND AS RECOMMENDED BY THE DOOR AND HARDWARE CODES. INSTALL HARDWARE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFIC REFERANCE AS TO WHO IS RESPONSIBLE, THE INFERENCE IS INTENDED TO BE IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR PERMANENT, ON ANY PART INSTRUCTIONS AND RECOMMENDATIONS. SET UNITS LEVEL, PLUMB AND THE CONTRACTOR FOR THE WORK IN THE SPECIFICATION SECTION IN WHICH THE OF THE LANDLORD'S WORK OR STRUCTURE WITHOUT APPROVAL. TRUE. DIRECTIONS OR INSTRUCTIONS ARE INTENDED. FOR END CAP, INLINE AND MALL LOCATIONS, ADJUST AND CHECK OPERATION OF EVERY UNIT. REPLACE UNITS WHICH CUTTING ANY HOLE IN LANDLORD -INSTALLED FLOOR SLABS, WALLS OR CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. ROOF WITHOUT PROPER APPROVALS AND NOT IN ACCORDANCE WITH CODES AND STANDARD: INSTRUCTIONS HEREIN AND PROPER CONSTRUCTION PROCEDURES. DIVISION 9 FINISHES ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ALL ATTACHING ANY WORK TO METAL DECK OR HANGING FROM PLUMBING AND 09250 GYPSUM DRYWALL ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, SPRINKLER PIPING OR CONDUIT. PROVIDE ALL WORK IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AS LATEST EDITION, OF THE AUTHORITIES HAVING JURISDICTION. REQUIRED HEREIN, AND AS SHOWN ON THE DRAWINGS FOR COMPLETE POLLUTION CONTROLS: ERECTION AND FINISHINGS FOR DRYWALL PARTITIONS, SOFFITS, ETC., DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE INCLUDING METAL STUDS AND ALL ACCESSORIES AS MAY BE REQUIRED. CONSIDERATIONS SHALL CONFIRM TO THE LOCAL AND STATE CODES, AND METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERED IN AIR TO MATERIALS: ALL GOVERNING CODES. LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROJECTION. DO NOT USE WATER WHEN IT PRODUCTS HEREIN SPECIFIED ARE IDENTIFIED BY REFERENCE TO UNITED PERMITS: MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, STATES GYPSUM COMPANY. HOWEVER, SIMILAR PRODUCTS OF THE NATIONAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLOODING AND POLLUTION. GYPSUM, PENN METAL OR INLAND STEEL COMPANIES WILL BE ACCEPTABLE. APPLICATION FOR AND SECURING OF ALL NECESSARY PERMITS, AS WELL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND 1.GYPUSM WALLBOARD (GYP. BD.): AS THE OBSERVANCE OF ALL APPLICABLE CITY, COUNTY, STATE AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY ARCHITECT FEDERAL LAWS, REGULATIONS, OR ORDINANCES, MALL REQUIREMENTS AND OR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION TAPERED EDGE 48" WIDE IN LENGTHS AS REQUIRED. FIRECODE 5/8" SHALL INCLUDE IN THEIR PROPOSAL COST OF SAME. EXISTING PRIOR TO START OF WORK. ONE HOUR FIRE RATING AND 1/2" WHERE INDICATED, OR AS REQUIRED. APPLICATION OF MATERIALS AND/OR EQUIPMENT: DIVISION 3 CONCRETE 2.WATER RESISTANT GYPSUM WALL BOARD. ATTENTION IS HEREBY DIRECTED TO THE FOLLOWING REQUIREMENT FOR PROVIDE CONCRETE AS SPECIFIED IN DRAWINGS. EACH PRIME AND SUBCONTRACTOR: 5/8" WATER RESISTANT BOARD FOR TILE WORK WITHIN 48" WET AREAS. DIVISION 5 METALS SECTION 05000 LIGHT GAUGE METAL FRAMING 3. METAL STUDS: THAT THE APPLICATION OF A MATERIAL AND/OR EQUIPMENT ITEM TO UNSATISFACTORY WORK INSTALLED BY OTHERS, CONSTITUTES ACCEPTANCE MATERIALS: CHANNEL - TYPE ROLL FORM 25 GAUGE MIN, (UNLESS OTHERWISE OF THAT WORK AND ASSUMPTION OF FULL RESPONSIBILITY FOR PRIOR TO FURNISH GALVANIZED STRUCTURAL STEEL'C' STUDS SIZES, MINIMUM 18 INDICATED) ELECTROGALVANIZED STEEL IN WIDTH AS SHOWN. STARTING THE SPECIFIC APPLICATION, NOTIFY IN WRITING THE GAGE OR AS INDICATED ON DRAWINGS AND AS REQUIRED WITH ALL INCLUDE METAL RUNNERS. ARCHITECT AND/OR OWNER'S REPRESENTATIVE OF ANY DEFECT OR NECESSARY ACCESSORIES. 4, CARRYING CHANNELS AND HANGING WIRE: DEFICIENCY WHICH WOULD IMPAIR COMPLETE AND SATISFACTORY INSTALLATION: APPLICATIONS OR INSTALLATION OF HIS WORK OR GUARANTEE. 1 1/2" DEEP, 475 LBS PER 1,000 FEET. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S MINIMUM 8 GAUGE HANGING WIRE AT 48" O.C. EACH WAY. MANUFACTURERS INSTRUCTIONS: PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS 5. FURRING CHANNELS: WHERE INSTALLATIONS INCLUDE MANUFACTURED PRODUCTS, COMPLY WITH OTHERWISE INDICATED. INSTALL CONTINUOUS TRACKS -SIZED TO MATCH MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR STUDS, SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR 7/8" HAT SHAPED. INSTALLATION, TO THE EXTENT THESE ARE MORE EXPLICIT OR MORE TYPE OF CONSTRUCTION INVOLVED. 6. JOINT TREATMENT: STRINGENT THAN REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR PERF -A -TAPE AND CEMENT. PROVIDE ATTACHMENT AND CONNECTION DEVISES AND METHODS FOR REQUIRED FOR NON -PLUMB WALLS OR WARPED SURFACES AND SIMILAR 7. CORNER BEAD: SECURING WORK PROPERLY AS IT IS INSTALLED; TRUE TO LINE AND REQUIREMENTS. LEVEL, AND WITHIN RECOGNIZED INDUSTRY TOLERANCES IF NOT OTHERWISE STANDARD OR MULTIPLEX TYPES. INDICATED, ALLOW FOR EXPANSIONS AND BUILDING MOVEMENTS. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL 8. CASING BEAD: FRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO VISUAL EFFECT: SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK, ORGANIZED FOR BEST POSSIBLE FURNISHINGS, AND SIMILAR WORK. N0.200 AND 300 ONLY IN SIZES AS APPROPRIATE FOR EDGES AND VISUAL EFFECT. REFER QUESTIONABLE VISUAL -EFFECT CHOICES TO ARCHITECT/OWNER'S RECESSES OF BOARD WHERE EXPOSED. REPRESENTATIVE FOR FINAL DECISION. RECHECK MEASUREMENTS AND DIMENSIONS OF SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR 9. RERF-A-BEAD AND EDGE TRIM: THE WORK, AS AN INTEGRAL STEP OF STARTING EACH INSTALLATION. SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. PERF -A -TRIM. INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM AS REQUIRED, SPACES , 10. FASTENERS: (VERTICAL DISTANCE) AT NOT MORE THAN 4-6 O.C. TYPE "S" BUGLE HEAD SELF -DRILLING, SELF -TAPPING IN LENGTHS DIVISION 6 CARPENTRY AS REQUIRED. USE WITH POWER SCREW DRIVER. GENERAL NOTES: PROVIDE AND /OR INSTALL ALL ROUGH CARPENTRY, FINISH CARPENTRY INSTALLATION: INCLUDING MILLWORK, FINISH HARDWARE, ROUGH HARDWARE, FASTENING COMPLY WITH "GYPSUM CONSTRUCTION HANDBOOD" BY UNITED STATES DEVICES, AND MISCELLANEOUS ACCESSORIES AS MAY BE REQUIRED HEREIN GYPSUM CO, AND "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND/OR SHOWN ON THE DRAWINGS. AND FINISHING OF GYPSUM BOARD" BY THE GYPSOM ASSOCIATION FOR ALL INSTALLATION WORK. SECTION 06000 ROUGH CARPENTRY FURNISH AND INSTALL ALL FRAMING AS MAY BE REQUIRED FOR INTERIOR SECTION 09300 TILE PARTITION, BAFFLE, WALLS, SOFFITS, CEILINGS, STOREFRONT AS NOTED & WHERE SHOWN USING MEMBERS AS REQUIRED. DIMENSION LUMBER AND BOARDS: NO.1 PINE OR NO.1 FIR, SOUND, THOROUGHLY SEASONED, FREE FROM WARP. CONSTRUCTION AS REQUIRED FOR FRAMING, BLOCKING, FURRING, ETC. PLYWOOD PANELS: FOR USE AS INDICATED ON DRAWINGS. (WALL MOUNT SELF, ELECTRICAL, TELEPHONE AND SECURITY PANEL BACKUP, ETC.) FASTENING DEVICES: FURNISH ALL ANCHORS, BOLTS, SCREWS, ETC., AS MAY BE REQUIRED; NON -CORROSIVE AND NON -STAINING IF EXPOSED TO EXTERIOR. PRESERVATIVES: PRESSURE TREAT ALL WOOD TO BE PERMANENTLY FASTENED INTO PLACE WITH "NON-COM" CHEMICAL PROCESS AS MANUFACTURED BY KOPPERS COMPANY, INC., FOREST PRODUCTS DIVISION, COMPLYING WITH UNDERWRITERS LABORATORIES, INC., FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 15 OR LESS, ALL SUCH WOOD TO BE PROPERLY LABLED PRIOR TO DELIVERY. SECTION 06200 FINISH CARPENTRY FURNISH AND INSTALL ALL THAT IS REQUIRED FOR DOORS AND FRAMES, FINISH TRIM AND PANELING. TYPES OF FINISH CARPENTRY WORK INCLUDE: (IF REQUIRED) MOLDINGS TRIM HARDWOOD: PAINT GRADE HARDWOOD FOR INTERIOR MOLDINGS AND TRIM IN SIZES AS INDICATED ON THE DRAWING. (NOTE: PREFINISH WOOD PER MILLWORK SCHEDULE PROVIDE BY OWNER INSTALLED BY G.C.) DIVISION 7 MOISTURE PROTECTION STANDARDS: MORTAR AND GROUT MATERIALS AND INSTALLATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AND STANDARD SPECIFICATION FOR CERAMIC TILE ANSI A137.1 APPLY TO THE WORK, EXCEPT AS OTHERWISE INDICATED. COLORS, TEXTURES AND PATTERNS: REFERENCE TILE SCHEDULE TRIM SHAPES: SAME MATERIAL, SIZE, COLOR AND TEXTURE AS FIELD TILE. EDGE STRIPS: PROVIDE AT EXPOSED EDGE OF TILE MEETING CARPET, WOOD OR RESILIENT FLOORING, UNLESS OTHERWISE INDICATED. CLEANING AND PROTECTION: CLEAN TILE IN ACCORDANCE WITH APPLICABLE ANSI STANDARD FOR TYPE OF TILE AND METHOD OF INSTALLATION USED AND MANUFACTURER'S INSTRUCTIONS. APPLY HEAVY KRAFT PAPER OR OTHER HEAVY PROTECTIVE COVERING TO PREVENT SURFACE DAMAGE. SECTION 09510 ACOUSTICAL CEILINGS PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC., REQUIRED TO SUPPLY AND INSTALL ALL ARMSTRONG LAY -IN TILE AND CHICAGO METALLIC SUSPENSION SYSTEM, INCLUDING WIRE HANGERS, MAIN TEE RUNNERS, CROSS TEES, ANGLE MOLDING AND HOLD-DOWN CLIPS, WHERE REQUIRED. MATERIALS. ACOUSTICAL CEILING: SEE CEILING TILE SCHEDULE, SHEET A-3 SUSPENSION SYSTEM: MATCH EXISTING IN COLOR AND TEXTURE. PATCH AND REPAIR AT DEMISING WALL AS REQUIRED. - 01. MAIN TEE RUNNERS SHALL BE INSTALLED AT 48" O.C. HAVING CROSS TEES AT 24" O.C. INCLUDING #425 ACCESSIBLE HOLD-DOWN CLIPS AND PERIMETER WALL MOLDING AT ALL VERTICAL ABUTTING SURFACES. INSTALLATION: COMPLY WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS AND PROTECTION. SECTION 09650 RESILIENT FLOORING MATERIALS: VINYL COMPOSITION TILE - SEE FINISH SCHEDULE VINYL COVE BASE - SEE FINISH SCHEDULE INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION OF SUBSTRATE, INSTALLATION REQUIREMENTS, AND CLEANING. SECTION 09900 PAINTING WORK INCLUDES SURFACES PREPARATION AND PAINTING OR FINISHING OF ALL INTERIOR SURFACES EXPOSED TO VIEW, THROUGHOUT THE PROJECT, WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED, PAINT THE SAME AS SIMILAR ADJACENT MATERIALS OR AREAS. THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO PAINTING OR FINISHING OF THE FOLLOWING ITEMS. ALL INTERIOR DRYWALL SURFACES NOT FINISHED OTHERWISE. (PAINTED). MATERIALS: PROVIDE PRODUCTS EQUAL TO MATERIALS LISTED IN THE FINISH SCHEDULE. NOTE THAT PROPRIETARY NAMES USED TO DESIGNATE COLORS (ON THE DRAWINGS) OR MATERIALS (SCHEDULED HEREIN) ARE NOT INTENDED TO IMPLY THAT PRODUCTS OF NAMED MANUFACTURER ARE REQUIRED TO EXCLUSION OF EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS. PRIOR APPROVAL OF OWNERS REPRESENTATIVE REQUIRED. SURFACE PREPARATION: CLEAN SURFACES OF DIRT, RUST SCALE, GREASE, MOISTURE, OR OTHER CONDITIONS OTHERWISE DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM. PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S PRINTED INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION. WOOD: CLEAN SURFACES OF DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH MINERAL SPIRITS, AND SANDPAPER AND DUST OFF PRIOR TO FINISHING. REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH -PAINTED, OR PROVIDE SURFACED -APPLIES PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. REMOVE, IF NECESSARY, FOR COMPLETION OF PAINTING OF EACH SPACE OR AREA, REINSTALL REMOVED ITEMS. COMPLY WITH MANUFACTURER'S PRINTED DIRECTIONS IN APPLYING PAINT MATERIALS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. SCHEDULING: APPLY FIRST -COAT MATERIAL TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATING TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE, AND APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT. APPLY PAINT TO COMPLETELY COVER PREVIOUSLY PAINTED SURFACES, TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAP MARKS, BRUSH MARKS, RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. APPLY ADDITIONAL PAINT COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTENTION TO INSURE THAT SURFACES, INCLUDING EDGES, CORNERS, CREVICES, AND EXPOSED FASTENERS RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT IF FLAT SURFACES, REMOVE, REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. CLEAN-UP: DURING THE PROGRESS OF THE WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS AT END OF EACH WORK DAY. UPON COMPLETION OF PAINTING WORK, CLEAN WINDOW GLASS AND OTHER PAINTS PLATTERED SURFACES. REMOVE SPATTERED PAINT OF OTHERWISE OR DEFACED PAINTED SURFACES AFTER COMPLETION OF WORK OF OTHER TRADES. IF OWNER DEEMS CLEAN-UP IS NOT SATISFACTORY, AN INDEPENDENT CLEANING SERVICE WILL BE BROUGHT IN, AT THE CONTRACTOR'S EXPENSE TO COMPLETE THE CLEAN-UP. PAINT SCHEDULE SEE PAINT SCHEDULE, SHEET A-1.0 & A-2.0 FINAL FINISH IS SUBJECT TO APPROVAL BY OWNER, IF FINISH IS DEEMED UNSATISFACTORY, ANOTHER APPLICATION WILL BE REQUIRED AT THE CONTRACTORS EXPENSE. SECTION 10522 FIRE EXTINGUISHER PROVIDE ONE (1) CLASS ABC, 10 LB. DRY CHEMICAL ORAS REQUIRED BY THE STATE FIRE MARSHALL AND FURNISHED BY G.C. AT THE START OF CONSTRUCTION. DIVISION 11 EQUIPMENT ALL STORE FIXTURES NOT IN CONTRACT. DIVISION 12 FURNISHINGS ALL STORE FURNISHINGS NOT IN CONTRACT. FIRE PREVENTION NOTES ALL WORK SHALL COMPLY WITH THE VERSION OF THE UNIFORM FIRE CODE (UFC) AS AMENDED AND ADOPTED BY THE LOCAL AGENCIES HAVING AUTHORITY. THE CONTRACTOR SHALL PROVIDE MIN. ONE 2A10BC FIRE EXTINGUISHER WITHIN 75 FT. TRAVEL DISTANCE FOR EACH 6,000 S.F. OR PORTION THEREOF ON EACH FLOOR. (U.F.C. ARTICLE 10, DIVISION III, U.F.C. STANDARDS 10-1 AND C.A.C. T-19, SEC. 3.29). PROVIDE ONE PORTABLE FIRE EXTINGUISHER WHICH HAS A CLASSIFICATION OF NOT LESS THAN K TYPE FOR KITCHEN (U.F.C. SEC. 10.303) LOCATION TO BE APPROVED BY THE ARCH PRIOR TO INSTALLATION. PENETRATIONS OF RATED WALLS SHALL BE PROTECTED BY ASSEMBLIES OF APPROPRIATE RATING, INCLUDING DOORS, DUCTS, ETC. ALL REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING DEPARTMENT INSPECTOR PRIOR TO INSTALLATION. ALL AIR -HANDLING CUT-OFF AND SMOKE -DETECTED FIRE DAMPING EQUIPMENT REQUIRED BY THE LOCAL AGENCIES HAVING AUTHORITY AND THE LANDLORD SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. ALL WORK DONE ON EXISTING RATED WALLS SHALL BE REPAIRED TO MAINTAIN THE EXISTING RATING. THE CONTRACTOR SHALL PROVIDE NEW FIRE PROOFING AS REQUIRED BY CODE THROUGHOUT THE SPACE. WHERE REQUIRED, FLAME SPREAD RATINGS OF MATERIAL USED IN THE CONSTRUCTION WILL BE SUPPLIED TO THE FIRE DEPARTMENT BY THE CONTRACTOR ORDERING THE MATERIALS. ILLUMINATED EXIT SIGNS WITH BATTERY PACKS AND AUDIBLE SIGNALS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE. ALL EXIT SIGNS TO BE WIRED TO A DEDICATED CIRCUIT. COORDINATE SMOKE EVACUATION SYSTEM REQUIREMENTS WITH THE LANDLORD. PROVIDE SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES. COORDINATE FIRE ALARM SYSTEM REQUIREMENTS WITH THE LANDLORD COORDINATE FIRE SPRINKLER SYSTEM REQUIREMENTS WITH THE LANDLORD. INSTALLATION SHALL COMPLY WITH THE "NFPA 13". FIRE SPRINKLER PROTECTION SHALL BE PROVIDED ABOVE AND INSIDE WALK-IN COOLERS AND FREEZERS. ALL SPRINKLER WORK TO BE DONE AFTER HOURS. INTERIOR FINISH SHALL COMPLY WITH CODES AS FOLLOWS: U.B.C. CHAPTER 42 CLASS 1 (0-25) PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM IN THE COOKING EXHAUST HOOD (U.F.C. SEC. 10.313(D)). ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION (C.A.C. T-19, SEC. 1.14, 3.08, 3,21 AND U.F.C. SEC. 11.204, SEC. 25.104). DUCTS SERVING A COOKING EXHAUST HOOD SHALL BE ENCLOSED IN A FIRE RATED ENCLOSURE (SEE MECHANICAL DRAWINGS FOR REQUIREMENT). THE ENCLOSURE SHALL BE SEPARATED FROM THE DUCT BY AT LEAST 3 INCHES AND BY NOT MORE THAN 12 INCHES. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE MARSHAL APPROVAL PRIOR TO INSTALLATION. BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FORM THE STREET OR ROAD FRONTING THE PROPERTY (U.F.C. SEC. 10.208). THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH U.F.C. ARTICLE 87. PROVIDE OCCUPANT LOAD SIGN COMPLYING WITH THE FOLLOWING CODE SECTIONS: U.F.C. SEC. 25.114 C.A.C. T-19, SEC. 3.30 U.B.C.3302(C) TURNOVER REQUIREMENTS THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH OWNERS REPRESENTATIVE WITH THE CERTIFICATE OF OCCUPANCY. G.C. IS ALSO TO PROVIDE A TYPE WRITTEN LIST OF NAMES, ADDRESSES AND PHONE NUMBERS OF ALL SUB -CONTRACTORS AND MATERIAL SUPPLIERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE ENTIRE STORE CLEAN AND SPOTLESS AT THE TIME OF FURNITURE INSTALLATION AND AT TURN OVER. PRIOR TO THE STORE OPENING, CONTRACTOR IS TO ARRANGE FOR AN INDEPENDENT BALANCING CONTRACTOR TO BALANCE THE HVAC SYSTEM AND PROVIDE A COPY OF THE BALANCING REPORT TO OWNER'S REPRESENTATIVE. IF REQUIRED BY LANDLORD THE CONTRACTOR SHALL SECURE ANY NECESSARY APPROVALS FOR THE STORE SPRINKLER SYSTEM FOR THE OWNER'S INSURANCE CARRIER. CONTRACTOR TO TURN OVER ALL KEYS TO THE OWNER'S REPRESENTATIVE AND MARKING EACH KEY FOR IDENTIFICATION. THE CONTRACTOR SHALL SET ALL TIME CLOCKS, THERMOSTATS, ETC. PER OWNER'S REPRESENTATIVE'S REQUIREMENTS. THE CONTRACTOR SHALL EXPLAIN THE OPERATION OF ALL MECHANICAL SYSTEMS TO THE OWNER'S REPRESENTATIVE AND PROVIDING COPIES OF OPERATION, MAINTENANCE AND WARRANTY MANUALS. FINISH NOTES 1. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATION. G.C. SHALL COORDINATE THE INSTALLATION OF BYP. BD. WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. 2. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER -SEALER B. APPLY TWO %COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. S E SCHEDULE ON PLANS FOR COLOR AND TYPE. 3. ALL INTERIOR GYP. BD. TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYP. BD. UNDER FRP OR S.S. SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYP. BD. TO BE TRUE AND LEVEL. 4. GYP. BD. SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO TYP. BD. CEILING. GYP. BD. ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 5. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADACENT WALL FINISH. 6. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED FLOOR DRAINS. PROVISION SURFACE SHALL BE ACCEPTABLE MO RECI= VE FINI OPE TO 7. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 8. PROVIDE METAL CORNER BEAD TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYP. BD. SURFACtS ON PAINTED WALLS. CLEAN GYP. BD. CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR S.S. 9. PROVIDE STIFFENERS, BRACING, BACK-UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 10. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 11. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 12. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 13. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIPMENT AND COUNTER AREAS. 14. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 15. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT EDITION). 16. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 17. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDTIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION IS CORREC I ED. 18. CONTRACTOR TO FIELD VERIFY EXISTING CONDTIONS AND DIMENTIONS. FIRE DEPARTMENT NOTES: EXITS 1. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED 2. EXIT DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREAS, OR ANY OTHER OCCUPANCY SERVING AN OCCUPANT LOAD OF 50 OR MORE. FIRE PROTECTION EQUIPMENT 1. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEM SHALL COMPLY WITH THE U.B.C. STANDARDS NO. 9-1. 2. ALL COMMERCIAL -TYPE COOKING EQUIPMENT SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. 3. PROVIDE ONE PORTABLE FIRE EXTINGUISHER WHICH HAS A CLASSIFICATION OF NOT LESS THAN K TYPE FOR THE KITCHEN. MISCELLANEOUS 1. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. 2. BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPT, FROM THE FIRE DEPT. BUREAU PRIOR TO OCCUPYING THIS BUILDING. 3. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE ST. OR ROAD FRONTING THE PROPERTY. �9P PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plana indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: tsT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: F/mANhilckloverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF 1rMINNESOTA.� PRINT NAME: HENRY CeKLO�ER SIGNATURE: / Al DATE: 1A- I ENSE # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE SUITE 150 EAGAN, MN 55121 SP -1.0 SPECIFICATIONS rn 0 N O W U, 0. 2 0. ^W I..L MOUNTING HEIGHTS: 3.1 ANY AND ALL WORK WHICH IS PERFORMED BY THE CONTRACTOR, OR BY WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT INDIVIDUAL UNITS ANY SUBCONTRACTOR, WITHOUT HAVING SPECIFIC APPROVAL FROM THE OF WORK AT INDUSTRY -RECOGNIZED STANDARD MOUNTING HEIGHTS FOR OWNER IN WRITING, SHALL BE PERFORMED BY SAID CONTRACTOR AT HIS APPLICATIONS INDICATED. REFER QUESTIONSABLE MOUNTING HEIGHT OWN RISK WITHOUT ANY OBLIGATION OR RESPONSIBILITY OF THE OWNER CHOISES TO ARCHITECT/OWNER'S REPRESENTATIVE FOR FINAL DECISION. OR THE ARCHITECT. ALL WORK WHICH IS ABOVE AND BEYOND THE SCOPE OF THE DRAWINGS AND SPECIFICATIONS, OR ANY PART OF THE PROTECTION AND CLEAN UP: CONSTRUCTION DOCUMENTS, MUST BE SPECIFICALLY AUTHORIZED BY THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION OF OWNER IN WRITING, ALL REQUESTS FOR ADDITIONAL PAYMENTS MUST BE ADJACENT ITEMS AND SURFACES FROM DAMAGE RESULTING FROM THE APPROVED BY THE OWNER PRIOR TO THE START OF THAT WORK, FURNISHING OR INSTALLATION OF HIS WORK AND SHALL PROMPTLY REPLACE, AT HIS OWN COST, SUCH DAMAGED WORK. HE SHALL ALSO BE THE FOLLOWING GENERAL REQUIREMENTS SUPPLEMENT AND/OR SUPERSEDE RESPONSIBLE FOR THE PROPER PROTECTION OF HIS AND OTHERS WORK FROM THE FOREGOING GENERAL AND SUPPLEMENTARY CONDITIONS FOR CONTRACT DAMAGE BY ANY INCLUDING FREEZING OR OVERHEATING. USE PLASTIC WORK AND ARE HEREBY CONSIDERED A PART OF THE CONTRACT DOCUMENTS. COVERING OVER FURNITURE, DISPLAY CASES, EQUIPMENT AND FINISHES. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE PREMISES ON A DIVISION 1 GENERAL REQUIREMENTS DAILY BASIS; ALL DUST AND CONSTRUCTION DEBRIS ARE TO BE REMOVED. ANY BROKEN, DAMAGED, MARRED, UNCLEAN, OR OTHERWISE IMPERFECT WORK SECTION 01000 SUMMARY OF WORK: SHALL BE CORRECTED BY THE CONTRACTOR BEFORE HIS WORK SHALL BE CONSIDERED COMPLETE. USE DUST BARRIERS. NOTE: ALL OF THE WORK UNDER EACH HEADING OF THESE SPECIFICATIONS SHALL BE GOVERNED BY THE GENERAL CONDITIONS, SPECIAL PROVISIONS, UPON COMPLETION OF THE WORK INTERIOR AND EXTERIOR OF ALL GLASS AND THE DRAWINGS AND THE SPECIFICATIONS, AS WELL AS THE FOLLOWING GLAZING, FLOORS, WALLS AND CEILING SURFACES, ELECTRICAL FIXTURES, GENERAL REQUIREMENTS: MECHANICAL EQUIPMENT, ETC.; IT IS NECESSARY TO REMOVE ALL DIRT, STAINS, AND MARKS. THE SIGN, GLASS AND WOOD SHALL BE CLEANED AND POLISHED. THE STORE SCOPE: SHALL BE MADE CLEAN AND FIT FOR IMMEDIATE OCCUPANCY BY AN INDEPENDENT THE WORK UNDER EACH HEADING OF THESE SPECIFICATIONS SHALL INCLUDE CLEANING AGENT, WITH THE APPROVAL OF OWNER, AT THE CONTRACTOR'S EXPENSE. ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR AND SAID HEADING AS INDICATED ON THE DRAWINGS, SET FORTH IN THE SPECIFICATIONS, OR OTHERWISE REQUIRED. GENERAL CONTRACTOR IS TO SUPERVISE AND SCHEDULE PROPER INSTALLATION OF ALL PARTS OF WORK PERTAINING TO A FINISHED BY HIM OR BY THE OWNER. WORK DONE HEREUNDER INCLUDES FURNISHING ALL LABOR, MATERIAL SERVICES, AND EQUIPMENT NECESSARY AND/OR INCIDENTAL TO PERFORM ALL WORK THROUGH THE PROPER COMPLETION OF ALL WORKAS MAY BE GUARANTEE: FURTHER SPECIFIED AND/OR A SHOWN ON THE PLANS, OR OTHERWISE THE CONTRACTOR SHALL GUARANTEE THE WORK TO BE FREE FROM DEFECTS REQUIRED. OF MATERIALS OR WORKMANSHIP, INCLUDING DISCOLORATION, RATTLING AND LEAKING, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL IN CASE OF CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS THE PAYMENT. APPLICATION BY THE CONTRACTOR FOR FINAL PAYMENT SHALL CONTRACTOR WILL BE DEEMED TO HAVE ESTIMATED ON, AND AGREED TO BE CONSIDERED AS PRESUMPTIVE EVIDENCE OF HIS FULL UNDERSTANDING PROVIDE, THE GREATEST QUANTITY AND BETTER QUALITY OF MATERIALS OF AND AGREEMENT WITH CONDITIONS OF THE GUARANTEE PROVISION, AND AND WORK. HE SHALL REMOVE AND REPLACE WITH NEW, AT HIS OWN EXPENSE, ALL SUCH WORK OR MATERIALS FOUND BY THE OWNER'S REPRESENTATIVE TO BE INCLUDE GENERAL CONSTRUCTION, CIVIL, ELECTRICAL, PLUMBING, HVAC, LANDSCAPE, DEFECTIVE WITHIN THE GUARANTEE PERIOD. AND INSTALLATION OF ALL SUCH WORK EXCEPT AS HEREINAFTER MAY BE REQUIRED. APPROVAL OF SUBCONTRACTOR: THE CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO PANDA EXPRESS ITEMS FURNISHED BY THE OWNER AND INSTALLED FOR THE ACTS AND OMISSIONS OF HIS SUBCONTRACTORS AND OF PERSONS BY THE GENERAL CONTRACTOR. DIRECTLY EMPLOYED BY HIM. NOTHING CONTAINED IN THE CONTRACT IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO RECEIVE, DOCUMENTS SHALL CREATE ANY CONTRACTUAL RELATION BETWEEN ANY CHECK AND CONFIRM THE ARRIVAL IN GOOD ORDER, OF ALL ITEMS CALLED SUBCONTRACTOR AND THE OWNER. FOR TO BE FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER (IN WRITING) SECTION 01200 TEMPORARY FACILITIES OF ANY SUCH ITEMS MISSING OR DAMAGED WITHIN 3 DAYS OF RECEIVING PROVIDE AND COMPLETE ALL PRELIMINARY WORK AND TEMPORARY DATE. FAILURE TO SO NOTIFY THE OWNER WILL BE CONSIDERED PROOF CONSTRUCTION REQUIRED AS INDICATED AND REQUIRED. (VERTICAL DISTANCE) AT NOT MORE THAN 4-6 O.C. TYPE "S" BUGLE HEAD SELF -DRILLING, SELF -TAPPING IN LENGTHS DIVISION 6 CARPENTRY AS REQUIRED. USE WITH POWER SCREW DRIVER. GENERAL NOTES: PROVIDE AND /OR INSTALL ALL ROUGH CARPENTRY, FINISH CARPENTRY INSTALLATION: INCLUDING MILLWORK, FINISH HARDWARE, ROUGH HARDWARE, FASTENING COMPLY WITH "GYPSUM CONSTRUCTION HANDBOOD" BY UNITED STATES DEVICES, AND MISCELLANEOUS ACCESSORIES AS MAY BE REQUIRED HEREIN GYPSUM CO, AND "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND/OR SHOWN ON THE DRAWINGS. AND FINISHING OF GYPSUM BOARD" BY THE GYPSOM ASSOCIATION FOR ALL INSTALLATION WORK. SECTION 06000 ROUGH CARPENTRY FURNISH AND INSTALL ALL FRAMING AS MAY BE REQUIRED FOR INTERIOR SECTION 09300 TILE PARTITION, BAFFLE, WALLS, SOFFITS, CEILINGS, STOREFRONT AS NOTED & WHERE SHOWN USING MEMBERS AS REQUIRED. DIMENSION LUMBER AND BOARDS: NO.1 PINE OR NO.1 FIR, SOUND, THOROUGHLY SEASONED, FREE FROM WARP. CONSTRUCTION AS REQUIRED FOR FRAMING, BLOCKING, FURRING, ETC. PLYWOOD PANELS: FOR USE AS INDICATED ON DRAWINGS. (WALL MOUNT SELF, ELECTRICAL, TELEPHONE AND SECURITY PANEL BACKUP, ETC.) FASTENING DEVICES: FURNISH ALL ANCHORS, BOLTS, SCREWS, ETC., AS MAY BE REQUIRED; NON -CORROSIVE AND NON -STAINING IF EXPOSED TO EXTERIOR. PRESERVATIVES: PRESSURE TREAT ALL WOOD TO BE PERMANENTLY FASTENED INTO PLACE WITH "NON-COM" CHEMICAL PROCESS AS MANUFACTURED BY KOPPERS COMPANY, INC., FOREST PRODUCTS DIVISION, COMPLYING WITH UNDERWRITERS LABORATORIES, INC., FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 15 OR LESS, ALL SUCH WOOD TO BE PROPERLY LABLED PRIOR TO DELIVERY. SECTION 06200 FINISH CARPENTRY FURNISH AND INSTALL ALL THAT IS REQUIRED FOR DOORS AND FRAMES, FINISH TRIM AND PANELING. TYPES OF FINISH CARPENTRY WORK INCLUDE: (IF REQUIRED) MOLDINGS TRIM HARDWOOD: PAINT GRADE HARDWOOD FOR INTERIOR MOLDINGS AND TRIM IN SIZES AS INDICATED ON THE DRAWING. (NOTE: PREFINISH WOOD PER MILLWORK SCHEDULE PROVIDE BY OWNER INSTALLED BY G.C.) DIVISION 7 MOISTURE PROTECTION STANDARDS: MORTAR AND GROUT MATERIALS AND INSTALLATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AND STANDARD SPECIFICATION FOR CERAMIC TILE ANSI A137.1 APPLY TO THE WORK, EXCEPT AS OTHERWISE INDICATED. COLORS, TEXTURES AND PATTERNS: REFERENCE TILE SCHEDULE TRIM SHAPES: SAME MATERIAL, SIZE, COLOR AND TEXTURE AS FIELD TILE. EDGE STRIPS: PROVIDE AT EXPOSED EDGE OF TILE MEETING CARPET, WOOD OR RESILIENT FLOORING, UNLESS OTHERWISE INDICATED. CLEANING AND PROTECTION: CLEAN TILE IN ACCORDANCE WITH APPLICABLE ANSI STANDARD FOR TYPE OF TILE AND METHOD OF INSTALLATION USED AND MANUFACTURER'S INSTRUCTIONS. APPLY HEAVY KRAFT PAPER OR OTHER HEAVY PROTECTIVE COVERING TO PREVENT SURFACE DAMAGE. SECTION 09510 ACOUSTICAL CEILINGS PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC., REQUIRED TO SUPPLY AND INSTALL ALL ARMSTRONG LAY -IN TILE AND CHICAGO METALLIC SUSPENSION SYSTEM, INCLUDING WIRE HANGERS, MAIN TEE RUNNERS, CROSS TEES, ANGLE MOLDING AND HOLD-DOWN CLIPS, WHERE REQUIRED. MATERIALS. ACOUSTICAL CEILING: SEE CEILING TILE SCHEDULE, SHEET A-3 SUSPENSION SYSTEM: MATCH EXISTING IN COLOR AND TEXTURE. PATCH AND REPAIR AT DEMISING WALL AS REQUIRED. - 01. MAIN TEE RUNNERS SHALL BE INSTALLED AT 48" O.C. HAVING CROSS TEES AT 24" O.C. INCLUDING #425 ACCESSIBLE HOLD-DOWN CLIPS AND PERIMETER WALL MOLDING AT ALL VERTICAL ABUTTING SURFACES. INSTALLATION: COMPLY WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS AND PROTECTION. SECTION 09650 RESILIENT FLOORING MATERIALS: VINYL COMPOSITION TILE - SEE FINISH SCHEDULE VINYL COVE BASE - SEE FINISH SCHEDULE INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION OF SUBSTRATE, INSTALLATION REQUIREMENTS, AND CLEANING. SECTION 09900 PAINTING WORK INCLUDES SURFACES PREPARATION AND PAINTING OR FINISHING OF ALL INTERIOR SURFACES EXPOSED TO VIEW, THROUGHOUT THE PROJECT, WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED, PAINT THE SAME AS SIMILAR ADJACENT MATERIALS OR AREAS. THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO PAINTING OR FINISHING OF THE FOLLOWING ITEMS. ALL INTERIOR DRYWALL SURFACES NOT FINISHED OTHERWISE. (PAINTED). MATERIALS: PROVIDE PRODUCTS EQUAL TO MATERIALS LISTED IN THE FINISH SCHEDULE. NOTE THAT PROPRIETARY NAMES USED TO DESIGNATE COLORS (ON THE DRAWINGS) OR MATERIALS (SCHEDULED HEREIN) ARE NOT INTENDED TO IMPLY THAT PRODUCTS OF NAMED MANUFACTURER ARE REQUIRED TO EXCLUSION OF EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS. PRIOR APPROVAL OF OWNERS REPRESENTATIVE REQUIRED. SURFACE PREPARATION: CLEAN SURFACES OF DIRT, RUST SCALE, GREASE, MOISTURE, OR OTHER CONDITIONS OTHERWISE DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM. PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S PRINTED INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION. WOOD: CLEAN SURFACES OF DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH MINERAL SPIRITS, AND SANDPAPER AND DUST OFF PRIOR TO FINISHING. REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH -PAINTED, OR PROVIDE SURFACED -APPLIES PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. REMOVE, IF NECESSARY, FOR COMPLETION OF PAINTING OF EACH SPACE OR AREA, REINSTALL REMOVED ITEMS. COMPLY WITH MANUFACTURER'S PRINTED DIRECTIONS IN APPLYING PAINT MATERIALS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. SCHEDULING: APPLY FIRST -COAT MATERIAL TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATING TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE, AND APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT. APPLY PAINT TO COMPLETELY COVER PREVIOUSLY PAINTED SURFACES, TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAP MARKS, BRUSH MARKS, RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. APPLY ADDITIONAL PAINT COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTENTION TO INSURE THAT SURFACES, INCLUDING EDGES, CORNERS, CREVICES, AND EXPOSED FASTENERS RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT IF FLAT SURFACES, REMOVE, REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. CLEAN-UP: DURING THE PROGRESS OF THE WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS AT END OF EACH WORK DAY. UPON COMPLETION OF PAINTING WORK, CLEAN WINDOW GLASS AND OTHER PAINTS PLATTERED SURFACES. REMOVE SPATTERED PAINT OF OTHERWISE OR DEFACED PAINTED SURFACES AFTER COMPLETION OF WORK OF OTHER TRADES. IF OWNER DEEMS CLEAN-UP IS NOT SATISFACTORY, AN INDEPENDENT CLEANING SERVICE WILL BE BROUGHT IN, AT THE CONTRACTOR'S EXPENSE TO COMPLETE THE CLEAN-UP. PAINT SCHEDULE SEE PAINT SCHEDULE, SHEET A-1.0 & A-2.0 FINAL FINISH IS SUBJECT TO APPROVAL BY OWNER, IF FINISH IS DEEMED UNSATISFACTORY, ANOTHER APPLICATION WILL BE REQUIRED AT THE CONTRACTORS EXPENSE. SECTION 10522 FIRE EXTINGUISHER PROVIDE ONE (1) CLASS ABC, 10 LB. DRY CHEMICAL ORAS REQUIRED BY THE STATE FIRE MARSHALL AND FURNISHED BY G.C. AT THE START OF CONSTRUCTION. DIVISION 11 EQUIPMENT ALL STORE FIXTURES NOT IN CONTRACT. DIVISION 12 FURNISHINGS ALL STORE FURNISHINGS NOT IN CONTRACT. FIRE PREVENTION NOTES ALL WORK SHALL COMPLY WITH THE VERSION OF THE UNIFORM FIRE CODE (UFC) AS AMENDED AND ADOPTED BY THE LOCAL AGENCIES HAVING AUTHORITY. THE CONTRACTOR SHALL PROVIDE MIN. ONE 2A10BC FIRE EXTINGUISHER WITHIN 75 FT. TRAVEL DISTANCE FOR EACH 6,000 S.F. OR PORTION THEREOF ON EACH FLOOR. (U.F.C. ARTICLE 10, DIVISION III, U.F.C. STANDARDS 10-1 AND C.A.C. T-19, SEC. 3.29). PROVIDE ONE PORTABLE FIRE EXTINGUISHER WHICH HAS A CLASSIFICATION OF NOT LESS THAN K TYPE FOR KITCHEN (U.F.C. SEC. 10.303) LOCATION TO BE APPROVED BY THE ARCH PRIOR TO INSTALLATION. PENETRATIONS OF RATED WALLS SHALL BE PROTECTED BY ASSEMBLIES OF APPROPRIATE RATING, INCLUDING DOORS, DUCTS, ETC. ALL REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING DEPARTMENT INSPECTOR PRIOR TO INSTALLATION. ALL AIR -HANDLING CUT-OFF AND SMOKE -DETECTED FIRE DAMPING EQUIPMENT REQUIRED BY THE LOCAL AGENCIES HAVING AUTHORITY AND THE LANDLORD SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. ALL WORK DONE ON EXISTING RATED WALLS SHALL BE REPAIRED TO MAINTAIN THE EXISTING RATING. THE CONTRACTOR SHALL PROVIDE NEW FIRE PROOFING AS REQUIRED BY CODE THROUGHOUT THE SPACE. WHERE REQUIRED, FLAME SPREAD RATINGS OF MATERIAL USED IN THE CONSTRUCTION WILL BE SUPPLIED TO THE FIRE DEPARTMENT BY THE CONTRACTOR ORDERING THE MATERIALS. ILLUMINATED EXIT SIGNS WITH BATTERY PACKS AND AUDIBLE SIGNALS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE. ALL EXIT SIGNS TO BE WIRED TO A DEDICATED CIRCUIT. COORDINATE SMOKE EVACUATION SYSTEM REQUIREMENTS WITH THE LANDLORD. PROVIDE SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES. COORDINATE FIRE ALARM SYSTEM REQUIREMENTS WITH THE LANDLORD COORDINATE FIRE SPRINKLER SYSTEM REQUIREMENTS WITH THE LANDLORD. INSTALLATION SHALL COMPLY WITH THE "NFPA 13". FIRE SPRINKLER PROTECTION SHALL BE PROVIDED ABOVE AND INSIDE WALK-IN COOLERS AND FREEZERS. ALL SPRINKLER WORK TO BE DONE AFTER HOURS. INTERIOR FINISH SHALL COMPLY WITH CODES AS FOLLOWS: U.B.C. CHAPTER 42 CLASS 1 (0-25) PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM IN THE COOKING EXHAUST HOOD (U.F.C. SEC. 10.313(D)). ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION (C.A.C. T-19, SEC. 1.14, 3.08, 3,21 AND U.F.C. SEC. 11.204, SEC. 25.104). DUCTS SERVING A COOKING EXHAUST HOOD SHALL BE ENCLOSED IN A FIRE RATED ENCLOSURE (SEE MECHANICAL DRAWINGS FOR REQUIREMENT). THE ENCLOSURE SHALL BE SEPARATED FROM THE DUCT BY AT LEAST 3 INCHES AND BY NOT MORE THAN 12 INCHES. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE MARSHAL APPROVAL PRIOR TO INSTALLATION. BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FORM THE STREET OR ROAD FRONTING THE PROPERTY (U.F.C. SEC. 10.208). THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH U.F.C. ARTICLE 87. PROVIDE OCCUPANT LOAD SIGN COMPLYING WITH THE FOLLOWING CODE SECTIONS: U.F.C. SEC. 25.114 C.A.C. T-19, SEC. 3.30 U.B.C.3302(C) TURNOVER REQUIREMENTS THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH OWNERS REPRESENTATIVE WITH THE CERTIFICATE OF OCCUPANCY. G.C. IS ALSO TO PROVIDE A TYPE WRITTEN LIST OF NAMES, ADDRESSES AND PHONE NUMBERS OF ALL SUB -CONTRACTORS AND MATERIAL SUPPLIERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE ENTIRE STORE CLEAN AND SPOTLESS AT THE TIME OF FURNITURE INSTALLATION AND AT TURN OVER. PRIOR TO THE STORE OPENING, CONTRACTOR IS TO ARRANGE FOR AN INDEPENDENT BALANCING CONTRACTOR TO BALANCE THE HVAC SYSTEM AND PROVIDE A COPY OF THE BALANCING REPORT TO OWNER'S REPRESENTATIVE. IF REQUIRED BY LANDLORD THE CONTRACTOR SHALL SECURE ANY NECESSARY APPROVALS FOR THE STORE SPRINKLER SYSTEM FOR THE OWNER'S INSURANCE CARRIER. CONTRACTOR TO TURN OVER ALL KEYS TO THE OWNER'S REPRESENTATIVE AND MARKING EACH KEY FOR IDENTIFICATION. THE CONTRACTOR SHALL SET ALL TIME CLOCKS, THERMOSTATS, ETC. PER OWNER'S REPRESENTATIVE'S REQUIREMENTS. THE CONTRACTOR SHALL EXPLAIN THE OPERATION OF ALL MECHANICAL SYSTEMS TO THE OWNER'S REPRESENTATIVE AND PROVIDING COPIES OF OPERATION, MAINTENANCE AND WARRANTY MANUALS. FINISH NOTES 1. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATION. G.C. SHALL COORDINATE THE INSTALLATION OF BYP. BD. WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. 2. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER -SEALER B. APPLY TWO %COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. S E SCHEDULE ON PLANS FOR COLOR AND TYPE. 3. ALL INTERIOR GYP. BD. TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYP. BD. UNDER FRP OR S.S. SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYP. BD. TO BE TRUE AND LEVEL. 4. GYP. BD. SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO TYP. BD. CEILING. GYP. BD. ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 5. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADACENT WALL FINISH. 6. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED FLOOR DRAINS. PROVISION SURFACE SHALL BE ACCEPTABLE MO RECI= VE FINI OPE TO 7. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 8. PROVIDE METAL CORNER BEAD TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYP. BD. SURFACtS ON PAINTED WALLS. CLEAN GYP. BD. CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR S.S. 9. PROVIDE STIFFENERS, BRACING, BACK-UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 10. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 11. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 12. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 13. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIPMENT AND COUNTER AREAS. 14. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 15. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT EDITION). 16. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 17. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDTIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION IS CORREC I ED. 18. CONTRACTOR TO FIELD VERIFY EXISTING CONDTIONS AND DIMENTIONS. FIRE DEPARTMENT NOTES: EXITS 1. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED 2. EXIT DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREAS, OR ANY OTHER OCCUPANCY SERVING AN OCCUPANT LOAD OF 50 OR MORE. FIRE PROTECTION EQUIPMENT 1. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEM SHALL COMPLY WITH THE U.B.C. STANDARDS NO. 9-1. 2. ALL COMMERCIAL -TYPE COOKING EQUIPMENT SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. 3. PROVIDE ONE PORTABLE FIRE EXTINGUISHER WHICH HAS A CLASSIFICATION OF NOT LESS THAN K TYPE FOR THE KITCHEN. MISCELLANEOUS 1. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. 2. BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPT, FROM THE FIRE DEPT. BUREAU PRIOR TO OCCUPYING THIS BUILDING. 3. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE ST. OR ROAD FRONTING THE PROPERTY. �9P PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plana indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: tsT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: F/mANhilckloverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF 1rMINNESOTA.� PRINT NAME: HENRY CeKLO�ER SIGNATURE: / Al DATE: 1A- I ENSE # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE SUITE 150 EAGAN, MN 55121 SP -1.0 SPECIFICATIONS rn 0 N O W U, 0. 2 0. ^W I..L DIVISION 1 - GENERAL REQUIREMENTS 1. INSTRUCTIONS TO BIDDERS A. UTILITY COMPANIES 1) CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANIES THE TIMELY OR- DERING AND INSTALLATION OF TEMPORARY AND PERMANENT SERVICES TO THE PROJECT. 2. PROJECT COORDINATION A. DESCRIPTION 1) THE CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OTHER CON- TRACTORS PERFORMING WORK UNDER SEPARATE CONTRACT TO ENSURE PROJECT PROGRESS ACCORDING TO SCHEDULE. 2) THE CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES INCLUDING OWNER'S FOOD SERVICE EQUIPMENT CONTRACTOR. 3) THE CONTRACTOR SHALL NOT REQUEST DELIVERY AND/OR INSTALLATION OF FOOD SERVICE EQUIPMENT UNTIL ALL FLOOR, CEILING AND WALL FINISHES ARE COM- PLETE IN THE AREAS ADJACENT TO FOOD SERVICE EQUIPMENT, AND BUILDING IS COMPLETELY ENCLOSED. 4) THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS FOR FINAL UTILITY HOOKUP OF FOOD SERVICE EQUIPMENT. 5) THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS FOR INSTALLATION OF GAS SOLENIOD VALVES FURNISHED BY FOOD SERVICE EQUIPMENT CONTRATOR. 6) THE CONTRACTOR SHALL INSTALL FINISH FLOOR MATERIAL IN THE WALK-IN COOLER AND FREEZER. REFER TO DRAWINGS. 7) THE CONTRACTOR SHALL INSTALL UNDER SLAB CONDUITS FOR SYRUP AND CO2 LINES AND COMPUTER CABLES. REFER TO KITCHEN AND ELECTRICAL DRAWINGS. DIVISION 2 - SITE WORK 1. EARTHWORK A. LOCATE EXISTING UNDERGROUND UTILITIES BY CAREFUL HAND EXCAVATION BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE PROTECTION FROM DAMAGE DURING CONSTRUCTION OPERATIONS. CON- TACT LOCAL UTILITY COMPANY FOR INFORMATION REGARDING UNDERGROUND UTILITIES. B. SHOULD UNCHARTED OR INCORRECTLY CHARGED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, CONSULT THE OWNER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURES. REPAIR DAMAGED UTILITIES TO THE SATIS- FACTION OF THE UTILITY OWNER. COOPERATE WITH THE OWNER, AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING SERVICES AND FACILITIES IN OPER-ATION. C. BARRICADE OPEN EXCAVATION AND POST WITH WARNING LIGHTS FOR THE SAFETY OF PERSONS, OPERATING WARNING LIGHT DURING HOURS OF DUSK TO DAWN EACH DAY. D. PROTECT STRUCTURE, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS, FROM DAMAGES CAUSED BY SETTLE- MENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. E. ALL FILL AND BACK FILL SHALL BE SELECTED FILL MATERIAL COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE ASTM D1557 METHOD OF COMPACTION. UNLESS NOTED OTHERWISE ON THE SOILS REPORT. GRADING PLAN AND EARTHWORK SPECIFICATIONS USE NON -EXPANSION FILL MATERIAL AT BUILDING AREAAND UNDER WALKS. ALL COMPACTION SHALL BE SUPERVISED AND CERTIFIED BY A LICENSED SOILS ENGINEER AND CERTIFICATION REPORT SHALL BE SUBMITTED TO PANDA EXPRESS PRIOR TO PLACING OF CONCRETE. 1 CONCRETE AND EMBEDDED ITEMS - CONT. J. EXPANSION BOLTS, SUCH AS PHILLIPS RED HEAD, ETC., MAY BE USED IN LIEU OF ANCHOR BOLTS WHERE SPECIAL CONDITIONS WARRANT THEIR USE, PROVIDED THAT WRITTEN APPROVAL OF THE ENGINEER IS OBTAINED. SIZE OF SUCH ANCHORS SHALL BE ONE NOMINAL SIZE LARGER OR THEIR NUMBER SHALL BE INCREASED BY 25% WHERE APPLIED TO VERTICAL SURFACES. K. GROUT SHALL CONSIST OF 1 PART CEMENT, TO NOT MORE THAN 3 PARTS SAND AND NOT LESS THAN 1 PART NOR MORE THAN 2 PARTS PEA GRAVEL BASED ON DRY LOOSE VOLUMES. GROUT SHALL BE OF FLUID CONSISTENCY. APPROVED ADMIXTURES MAY BE ADDED TO THE GROUT MIX. GROUT SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. L. DRYPACK SHALL CONSIST OF 1 PART CEMENT, 4 PARTS SAND. BASED ON DRY LOOSE VOLUMES AND NOT LESS THAN 1/4 PART, NOR MORE THAN 1/2 PART LIME PUTTY OR DRY HYDRATED LIME. DRYPACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. M. SEE DRAWINGS FOR MISCELLANEOUS IRON AND STEEL, ETC., TO BE CAST IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. N. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL PIPES, CONDUITS, ETC. 0. PIPE OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. P. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT NOT BE EMBEDDED THEREIN. SEE REINFORCING STEEL SPECIFICATIONS ON DRAWING. FURNISH AND INSTALL ALL STEEL REINFORCING BARS AND WIRE FABRIC INDICATED ON DRAWINGS, INCLUDING THE WIRE. 2. STEEL REINFORCING A. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS CON- FORMING TO ASTM A-615, GRADE 60 TYPICALLY. LAP BARS A MINIMUM OF 36 DIAMETERS. STAGGER LAPS WHERE PERMISSIBLE. LAP BARS A MIN- IMUM OF 48 DIAMETERS IN MASONRY. USE GRADE 60 TYPICALLY, USE GRADE 40 FOR TIES & DOWELS. B. WIRE MESH SHALL CONFORM TO ASTM A-185. LAP 8" MINIMUM. C. FOOTING DOWELS SHALL MATCH VERTICAL WALL OR COLUMN STEEL. LAP 36 DIAMETERS MINIMUM. D. AT ALL OPENINGS IN CONCRETE, CONCRETE BLOCK AND BRICK MASONRY, PROVIDE AT LEAST 245 BARS AT JAMBS, HEAD AND SILL, EXTENDING 2'-0" BEYOND EDGES OF OPENING. E. MINIMUM CONCRETE COVER SHALL BE: 3"- CONCRETE POURED AGAINST EARTH. 2"- FORMED CONCRETE WHICH WILL REMAIN IN CONTACT WITH EARTH. 1j"- BEAMS, MEASURED TO MAIN STEEL; COLUMNS, MEASURED TO TIES OR SPIRALS: EXPOSED TO EARTH OR WEATHER. " SLABS; INSIDE FACES OF WALLS. 3. COLORED CONCRETE A. STANDARD GRAY CONCRETE E DIVISION 5 - METALS 1. MISCELLANEOUS METALS A. CUSTOM FABRICATE FERROUS METAL ITEMS 16 GAUGE AND HEAVIER. REFER TO DRAWINGS AND DETAILS. B. MATERIALS: FURNISH GLAVANIZED STRUCTURAL STEEL 'C'STUDS SIZES, MINIMUM 18 GAGE OR AS INDICATED ON DRAWINGS AND AS REQUIRED WITH ALL NECESSARY ACCESSORIES. C. INSTALLATION: INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS UNLESS OTHERWISE INDICATED. INSTALL CONTINUOUS TRACKS -SIZED TO MATCH STUDS, SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR NON -PLUMB WALLS OR WARPED SURFACES AND SIMILAR REQUIREMENTS. C. INSTALLATION - CONT. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK. SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM AS REQUIRED, SPACES (VERTICAL DISTANCE) AT NOT MORE THAN 4'-6" O.C. DIVISION 6 - WOOD AND PLASTICS 1. ROUGH CARPENTRY A. WOOD CONSTRUCTION 1) STRUCTURAL LUMBER SHALL BE GRADE -MARKED DOUGLAS FIR -LARCH PER STANDARD GRADING AND DRESSING RULES 416 OF WEST COAST LUMBER INSPECTION BUREAU. a. RAFTERS 2" TO 4" WIDE, UP TO 6" DEEP NO. 1 2" TO 4" WIDE, 8" OR LARGER NO. 1 b. JOISTS 2" TO 4" WIDE, 6" & DEEPER NO. 1 c. BEAMS, PURLINS OVER 4" WIDE NO.1 d. SUB -PURLINS 2" TO 4" WIDE, 4" DEEP NO.1 e. LEDGERS NO.2 f. STUDS 2 x 4 OR 3 x 4 NO.2 g. STUDS 2 x 6 NO.2 h. POSTS NO.1 i. SILLS, PLATES, & BLOCKING NO.2 2) EXCEPTION TO THE ABOVE SHALL BE NOTED ON PLAN. 3) SILLS OR PLATES BEARING ON CONCRETE OR MASONRY WHICH IS WITHIN 48" OF EARTH SHALL BE PRESSURE TREATED, OR EQUAL, WOOD PER U.B.C. STD. 25-12. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 1/2" DIAMETER X 10" BOLTS AT 4'4" O.C., 12" MIN. FROM ENDS, OR 2 BOLTS MIN. PER PIECE. WHERE DIFFERENT BOLT SIZES AND/OR SPACINGS ARE INDICATED ON THE PLANS, THEY SHALL GOVERN. 4) PLACE 2" THICK FIREBLOCKING IN STUD WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10" HEIGHT OF STUDS. 5) JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT IN- TERVALS OF 8' WHERE JOISTS ARE 2" X 12" OR DEEPER. 6) JOISTS UNDER NON-BEARING PARTITIONS SHALL BE DOUBLED, & TRIPLED FOR BEARING PARTITIONS ABOVE, EXCEPT AS NOTED, 7) PLYWOOD SHALL BE "STRUCTURAL 1 -EXTERIOR" PER AMERICAN PLYWOOD ASSOCIATION P.S. 1-83.1/2" PLYWOOD SHALL HAVE A MINIMUM OF 4 PLYS. WHERE 1/2" CDX PLYWOOD IS SPECIFIED, A MINIMUM OF 5 PLYS IS REQUIRED. 8) COMMON NAILS SHALL BE USED, UNLESS NOTED OTHERWISE. 9) LAG BOLTS (& SCREWS) SHALL BE PRE -DRILLED TO SHANK DIAMETER & FULL DEPTH & SCREWED, NOT DRIVEN INTO PLACE. 10) CUT WASHERS SHALL BE PLACED UNDER HEADS & NUTS OF ALL BOLTS & UNDER HEADS OF LAGBOLTS. ONE CUT WASHER SHALL BE USED FOR BOLTS CONNECTING WOOD LEDGERS TO CONCRETE OR MASONRY WALLS. 11) SEE LUMBER, PLYWOOD AND NAILING SPECIFICATIONS ON DRAWING, SHEET A-4. PROVIDE AND INSTALL ALL WOOD FRAMING AS INDICATED ON THE DRAWINGS. 12) METAL CONNECTORS AND FRAMING DEVICES SHOWN ON DRAWINGS OTHER THAN CUSTOM FABRICATED ITEMS SHALL BE "STRONG -TIE" CONNECTORS BY SIMPSON COMPANY. 2. PREFABRICATED TRUSSES A. FABRICATE, SUPPLY AND ERECT PREFABRICATED TRUSSES, STRUCTURAL STEEL CONNECTORS AND GUSSETS (PRIMED) AND LATERAL SUPPORT FOR TRUSSES. B. SHOP DRAWINGS AND PRODUCT DATA: 1) SUBMIT SHOP DRAWINGS AND CALCULATIONS IN ACCORDANCE WITH GENERAL REQUIREMENTS. SHOP DRAWINGS AND CALCULATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 2) INDICATE TRUSS FRAMING PLANS; SPECIES AND GRADES OF LUMBER USED; DESIGN LOADING AND ALLOWABLE STRESS INCREASE; CAMBER; PITCH; SPAN AND SPACING OF TRUSSES; GUAGE THICKNESS, NOMINAL SIZES AND LO- CATIONS OF CONNECTORS AT JOINTS; BEARING AND ANCHORAGE DETAILS FRAMED OPENINGS; PERMANENT BRACING AND BRIDGING. 3) SHOP DRAWINGS AND DESIGN ANALYSIS SHALL BEAR SEAL OF PROFESSIONAL ENGINEER, REGISTERED IN THE STATE WHERE CONSTRUCTION IS LOCATED. 4) SUBMIT MANUFACTURER'S INSTRUCTIONS ON LATERAL BRACING. 5) SUBMIT DESIGN ANALYSIS STRESS DIAGRAM INDICATING DESIGN LOAD ON EACH TRUSS MEMBER; OR PRINT OUT OF COMPUTER DESIGN. C. ACCEPTABLE MANUFACTURERS TRUSS MANUFACTURER AND TYPE AS SHOWN ON ROOF FRAMING PLAN. 3. FINISH CARPENTRY MATERIALS: LUMBER PRODUCTS A. QUALITY ASSURANCE: PERFORM FINISH CARPENTRY WORK IN ACCORDANCE WITH AWI QUALITY STANDARDS, PREMIUM GRADE. USE FULL LENGTH PIECES, MITER ALL JOINTS, SHOULDER JOINT AT DOOR JAMBS. FILL ALL NAIL HOLES AND SAND SMOOTH. B. WOOD TRIM AT INTERIOR: VERTICAL GRAIN RED OAK -SURFACE ALL EXPOSED SIDES. C. EXPOSED WOOD AT EXTERIOR: RESAWN DOUGLAS FIR, NO KNOT; STAIN GRADE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. ENERGY COMPLIANCE A. FIXED WINDOWS (GLASS): SHALL BE SEALED TO LIMIT AIR INFILTRATION. B. HOLLOW METAL OR SOLID CORE WOOD DOORS: PROVIDE VINYL OR SHEET METAL WEATHER SEAL AT HEAD, JAMB AND SILL AT EXTERIOR DOORS. C. EXTERIOR STOREFRONT HINGED DOORS: PROVIDE VINYL SEAL AT SILL AND CONTINUOUS PILE WEATHER-STRIP VERTICALLY AND AT TOP RAILS. D. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS, AT PENETRATION OF UTILITIES THROUGH THE ENVELOPE, SHALL BE SEALED CAULKED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. 2. BUILDING INSULATION A. WORK INCLUDED 1) FURNISH AND INSTALL RIGID, THERMAL BATT, AND SOUND BATT INSULATION. B. PRODUCTS: 1) RIGID INSULATION: FESCO BOARD ROOF INSULATION (THICKNESS=1", R -VALUE =2.78) OVER ULTRAGARD ISOCYANURATE ROOF INSULATION (THICKNESS= 2.3", R-VALUE=16.7). ADHERE TO ROOF DIAPHRAGM SHEATHING PER MANUFAC- TURERS RECOMMENDATIONS. AS MANUFACTURED BY SCHULLER ROOFING SYS- TEMS, OR EQUAL. 2) BATT INSULATION: R-19, R-13, R-11 AS SHOWN ON PLANS, KRAFT FACED WITH STAPLING FLANGE FOR WOOD STUD WALL CONSTRUCTION, FOIL REINFORCED KRAFT FACING (FRK) WITH STAPLING FLANGE FOR WOOD STUD APP- LICATION IN ATTIC AREAS (FS -25 WITH FLAME SPREAD OF 25). AS MANU- FACTURED BY OWENS/CORNING FIBERGLASS, OR EQUAL. 3) SOUND BATT INSULATION: NON-COMBUSTIBLE MINERAL FIBERGLASS BATTS WITH MINIMUM 3 1/2" THICKNESS. 4) VAPOR BARRIER: TRANSLUCENT POLYETHYLENE FILM FOR USE IN ABOVE GRADE BUILDING CONSTRUCTION, 6 MIL MINIMUM THICKNESS. 3. MEMBRANE ROOFING A. WORK INCLUDED 1) PROVIDE AND INSTALL DURO-LAST ROOFING AND BASE FLASHING AS CALLED OUT ON THESE PLANS AND/OR SPECIFICATIONS. B. MATERIALS 1) PROVIDE DURO-LAST ROOFING AS MANUFACTURED BY DURO-LAST ROOFING SYSTEMS. PRODUCT AND INSTALLATION SHALL CONFORM TO MANUFACTURERS SPECIFICATION AND 2003 IBC CHAPTER 15 & TABLE 1507.10.2. C. INSTALLATION 1) ROOFING SHALL BE INSTALLED BY MANUFACTURE CERTIFIED INSTALLER 2) ROOFING SHALL BE INSTALLED OVER WOOD DECK OR INSULATED DECK, WHERE APPLICABLE, IN STRICT ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATIONS. 3) PRIME ALL METAL FLASHINGS, ETC, THAT WILL BE IN CONTACT WITH ROOFING MATERIALS. D. WARRANTY 1) GENERAL CONTRACTOR SHALL FURNISH A FIFTEEN (15) YEAR, NO DOLLAR LIMIT (NDL), WARRANTY FOR THIS INSTALLATION. 4. FLASHING AND SHEET METAL A. FURNISH AND INSTALL ALL FLASHING, SHEET METAL, PITCH POCKET PANS AND SCUPPERS NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS, BUT REQUIRED TO PREVENT WATER PENETRATION THROUGH EXTERIOR BUILDING SHELL, INCLUDING FLASHING, CAPS, AND ROOF EQUIPMENT PLATFORM COVERS. B. COMPLY WITH APPLICABLE RECOMMENDATIONS AND DETAILS OF THE "ARCHITECTURAL SHEET METAL MANUAL", BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (S.M.A.C.N.A.). C. INSTALL SHEET METAL OVER A LAYER OF ROOFING FELT. D. GALVANIZED IRON 1) SHEET METAL OR IRON SHALL BE A STANDARD BRAND OF OPEN-HEARTH, COPPER -BEARING STEEL, COPPER -MOLYBDENUM IRON, OR PURE IRON SHEETS. USE 24 GUAGE MINIMUM UNLESS OTHERWISE CALLED FOR ON THE DRAWINGS. 2) ZINC COATING a. ALL GALVANIZED SHEETS SHALL HAVE A ZINC COATING APPLIED BY HOT -DIP PROCESS TO ALL SURFACES. b. ZINC COATING SHALL WEIGH NOT LESS THAN 1 114 OUNCES PER SQ. FT. NOR MORE THAN 11/2 OUNCES PER SQ. FT. OF SURFACES COVERED AND SHALL CONFORM WITH ASTM A-93. 5. ROOF ACCESSORIES A. THE WORK OF THIS SECTION INCLUDES THE PROVIDING AND INSTALLING OF ACCESSORIES TO BE INSTALLED ON THE ROOF AND FLASHED TO PROVIDE A WATERTIGHT INSTALLATION. B. ROOF HATCH 1) BILCO, TYPE "S-20", 2'-6" x T-0", GALVINIZED, BONDED FOR PAINTING. 6. CAULKING AND SEALANTS A. GENERAL BUILDING APPLICATIONS 1) FOR JOINTS WHERE MOVEMENT IS ANTICIPATED, USE A.C. HORN HORNFLEX (POLYSULFIDE) ONE COMPONENT SYSTEM IN THE COLOR WHICH MOST CLOSELY MATCHES THE ADJACENT SURFACES. SEALANT TO HAVE A SHORE "A" HARDNESS OF 20 TO 30. 2) FOR DRY JOINTS BETWEEN DISSIMILAR MATERIALS WHERE LITTLE MOVEMENT IS ANTICIPATED, USE A.C. HORN HORNSEAL ELASTOMERIC CAULK (BUTYL RUBBER) ONE COMPONENT SYSTEM IN THE COLOR WHICH MOST CLOSELY MATCHES ADJACENT SURFACES. 3) GLAZING AND KITCHEN APPLICATIONS: GENERAL ELECTRIC SILICON CONSTRUCTION 1200 SEALANT. 4) SHEET METAL FLASHING AND COPING: GENERAL ELECTRIC SILPRUF SILICON WEATHER PROOFING SEALANT. 5) GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK THE FOLLOWING: AFTER ALL EQUIPMENT AND WALL MATERIALS ARE INSTALLED, ALL JOINTS TO WALLS AND BASES SHALL BE SEALED WITH SILICONE SEALANT. 6) ALL INSIDE VERTICAL CERAMIC TILE CORNERS SHALL RECEIVE A TOOLED BEAD OF SILICONE SEALANT. DIVISION 8 - DOORS AND WINDOWS 1, METAL DOORS AND FRAMES A. WORK INCLUDED 1) FURNISH AND INSTALL METAL DOORS AND DOOR FRAMES AS SHOWN ON THE DRAWINGS AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. MATERIALS 1) DOORS AND FRAMES SHALL BE EQUIVALENT TO STEELCRAFT, LABELED OR NONLABLED AND SIZE AS INDICATED ON DRAWINGS. 2) STEEL DOORS SHALL BE FULL -FLUSH DESIGN L-18 (18 GAUGE) REINFORCED FOR FINISH HARDWARE AND WITH BAKED ON PRIME PAINT STEEL FRAMES SHALL BE FURNISHED KNOCKED DOWN, TYPE F-16 (16 GAUGE). MITERED CORNERS SHALL HAVE HEAVY REINFORCEMENTS WITH FOUR TABS FOR SECURING AND INTERLOCKING JAMB TO HEAD. PROPER REINFORCEMENT AND CUT-OUT FOR FINISH HARDWARE, FRAMES SUPPLIED WITH SUITABLE JAMB AND BASE ANCHORS, RUBBER BUMPERS AND PRIME PAINTED. 2. WOOD DOORS A. WOOD DOORS PROVIDE AND INSTALL STANDARD SOLID CORE FLUSH WOOD DOOR, SOLID CORE DOORS FOR PLASTIC LAMINATE FINISH: FACE: MAPLE GRADE: PAINT GRADE CONSTRUCTION: SOLID CORE FLUSH PLYWOOD DOORS MANUFACTURED BY U.S. PLYWOOD, GENERAL VENEER OR WEYERHAEUSER. DOOR SHALL BE MANUFACTURED PER MILLWORK STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR PREMIUM GRADE. B. SOLID CORE: MAT FORMED WOOD PARTICLE BOARD, TYPE I. DENSITY, CLASS 1, COMMERCIAL STANDARD CS236-66, AS MANUF. BY U.S. PLYWOOD, GENERAL VENEER, OR WEYERHAUSER. DOORS SHALL BE MANUFACTURED PER MILLWORK STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR PREMIUM GRADE. 1) FACE VENEER: REFER TO COLOR AND DOOR SCHEDULES FOR LIST OF DOORS TO RECEIVE THE FOLLOWING FINISHES: a. PAINTED FINISH: SOUND GRADE MAPLE b. STAINED FINISH: PLAIN MAPLE VENEER. 2) EDGE BANDING: ALL EDGES OAK BANDED. a. PAINTED FINISH: SPECIES MILL OPTION. b. STAINED FINISH: TO MATCH FACE VENEER. 3) ALL CUTOUTS FOR GLAZING OR LOUVERS SHALL HAVE OAK FRAMES AND STOPS. 4) ADHESIVES: CONFORMING TO CS 35 TYPE II, FOR INTERIOR DOORS AND TYPE I FOR EXTERIOR DOORS. 5) DOORS TO HAVE METAL LOUVERS AS INDICATED ON THE DRAWING SHALL BE 24 GAUGE WITH CHEVRON TYPE BLADES WITH FREE AIR 50% TOTAL AREA AND BE PRIME PAINTED. C, PREFIT DOORS AT FACTORY WITH CLEARANCES OF 1/8" AT EACH VERTICAL EDGE AND AT TOP, 1/2" AT BOTTOM, AND 1/8" IN 2" BEVEL AT LOCK EDGE, 3/8" CLEARANCE ABOVE FLOOR WITHOUT THRESHOLD, 314" ABOVE FLOOR WITH THRESHOLD. D. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS, FIT DOORS TO FRAMES WITH UNIFORM CLEARANCE AND BEVELS. MACHINE DOORS FOR HARDWARE, IF REQUIRED. REFINISH OR REPLACE DOORS DAMAGED DURING INSTALLATION. 3. GLAZING A. LOW E, DOUBLE GLAZING: FLOAT OR POLISHED PLATE CLEAR GLASS, MANUFACTURED BY LIBBEY-OWENS-FORD CO. OR EQUAL. B. DOUBLE TEMPERED GLASS: FLOAT OR PLATE, L.O.F. "TUF-FLEX" OR EQUAL. C. ALL GLAZING SHALL CONFORM TO CONSUMER PRODUCT SAFETY COMM ISION STANDARD 16 CFR, PART 1201. D. DECORATIVE ETCHED GLASS: 1/4" THICK, PATTERN BY DESIGN DEVELOPMENT. 4. ALUMINUM STOREFRONT SYSTEM MANUFACTURER AND TYPE: THE SYSTEM SHALL BE AS NOTED ON THE DRAWINGS AS MANUFACTURED BY: KAWNEER COMPANY, INC., NORTHRUP ARCHITECTURAL SYSTEM. A. WINDOW WALL SYSTEM AND DOORS 1) TYPE: STRUCTURALLY REINFORCED, EXTRUDED ALUMINUM FRAMING COMPLETE WITH GLASS, NON -STRETCH HIGH SHORE VINYL AND ANCHORAGE ATTACH- MENTS AND SHIMS REQUIRED TO SECURE WINDOW WALLS TO BUILDING STRUCTURAL SYSTEM. 2) DOORS: SHALL BE NARROW STILE TYPE WITH 10" BOTTOM. PROVIDE REINFORCING FOR OVERHEAD CLOSERS. SEE SECTION ON ENERGY COMPLIANCE. 3) FINISH MULLEIN: NATURAL ANODIZED ALUMINUM. FINISH DOOR: FACTORY APPLIED, POWDER COAT NEON RED DOOR. B. COMPONENTS AND MATERIALS FRAMES: SIZES AS SHOWN ON THE DRAWINGS, COMMERCIAL QUALITY EXTRUDED ALUMINUM (ASTM B221), COMPLETE WITH MATCHING PROFILE STOPS TO SUIT FRAMES AND OF ADEQUATE SIZE TO PROVIDE SUFFICIENT BITE ON GLASS, AND DRILLED HOLES, DEFLECTOR PLATES AND INTERNAL FLASHINGS TO ACCOMODATE INTERNAL WEEP AND DRAINAGE SYSTEM. PANDA EXPRESS, INC. '1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these Ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT I PERMIT REVIEW 10.28.09 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: olpn///O/A� Nhr hit cklovera c ect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF ME: MIN ESOTA. / PRINT NAHENRY . KLQVF SIGNATURE: DATE: 1h"'P U SE # 21613 PANDA EXPRESS a.) EAGAN PROMENADE 00 1270 PROMENADE PLACE N SUITE 150 • EAGAN, MN 55121 Q r W SLU ■ SPECIFICATIONS C G ry W 2. ASPHALT CONCRETE PAVING A. SEE GRADING AND PAVING PORTION OF SITE PREPARATION PROCEDURES ON THE SITE AND/OR GRADING PLAN. B. MATERIALS: 1) BASE COURSE: AS NOTED ON SHEET A-0.1 DIVISION 4 -MASONRY 2) PRIME COAT: MC -250 OR MC -70 PER ASPHALT INSTITUTE (ASTM D2027-76) 1. GENERAL NOTES 3) SURFACE COAT: AS NOTED ON SHEET A-0.1 1) ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF BOTH 4) PAVEMENT MARKINGS, PARKING STALL STRIPES SHALL BE: WHITE BY SHERMAN- LOCAL AND UNIFORM BUILDING CODE (U.B.C.) STANDARDS. WILLIAMS 346 W16 OR PRATT & LAMBERT TRAFFIC PAINT AND DRIVE THRU DIRECTIONAL ARROWS AND STRIPING SHALL BE YELLOW. 2) CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB 5) SEAL COAT: FOG -SEAL BY KOPPERS COMPANY. SITE AND REPORT ANY ERRORS, OMISSIONS, OR POSSIBLE DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING ANY WORK. SPECIAL CARE SHALL BE GIVEN SITE AND BUILDING LAYOUT THEREON. PROVIDE ALL CONCRETE WORK COMPLETE, AS SHOWN ON THE DRAWINGS HEREIN SPECIFIED, INCLUDING CONCRETE FRAMEWORK, REINFORCEMENT DOWELS AND 3) THE CONTRACTORS HALL PROVIDE SAFE AND ADEQUATE BRACES AND CONNECTIONS TO ACCESSORIES, CONCRETE MIXED, PLACE, FINISHED AND CURED. SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL THE STRUCTURE ITSELF (INCLUDING THE FLOOR AND ROOF DIAPHRAGMS) IS COMPLETE ENOUGH TO ADEQUATELY A. EXTERIOR WALKS AND RAMPS TO BE LIGHT BROOM TEXTURE FINISH, UNLESS NOTED SUPPORT ITSELF. OTHERWISE. 4) OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE B. EXTERIOR FLATWORK AND CURBS -PROVIDE EXPANSION CONTRACTION JOINT AT 20'-0" RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, AND ON CENTER MAXIMUM AND CONTROL JOINT AT 5'-0" ON CENTER MAXIMUM. SHALL OBTAIN ALL REQUIRED APPROVALS. 5) COSTS OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORNE BY THE CONTRACTOR. DIVISION 3 - CONCRETE 2. CONCRETE MASONRY UNIT 1) ALL CONCRETE BLOCK UNITS SHALL BE LIGHT WEIGHT GRADE "N", CONFORMING TO 1. CONCRETE AND EMBEDDED ITEMS ASTM C-90. (F'm = 1500 PSI) A. ALL CONCRETE SHALL BE MIXED, FORMED AND PLACED ACCORDING TO A.C.I. CODE. 2) ALL SLUMPED BLOCK UNITS SHALL BE GRADE "N", CONFORMING TO ASTM C-90. (F'm =1500 PSI) B. CONCRETE SHALL BE MACHINE MIXED USING A MAXIMUM OF 7 GALLONS OF WATER PER SACK OF CEMENT. READYMIX CONCRETE SHALL BE MIXED AND DELIVERED IN 3) CEMENT MORTAR SHALL CONSIST OF ONE PART CEMENT TO 31/2 SAND T01/4 LIME ACCORDANCE WITH ASTM C-94. MIX AT A RATE OF 5 SACKS OF CEMENT PER CUBIC YARD. PUTTY. CEMENT MORTAR SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH MAXIMUM SLUMP SHALL BE 5" AS MEASURED BY THE ASTM "STANDARD METHOD OF OF 2000 PSI AT 28 DAYS. TESTING FOR SLUMP OF PORTLAND CEMENT CONCRETE". 4) ALL CELLS CONTAINING HORIZONTAL OR VERTICAL REINFORCING STEEL, BOLTS, OR INSERTS SHALL BE GROUTED. WHERE REINFORCING STEEL, ETC., OCCURS IN OR C. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT ADJACENT TO MORTAR JOINTS, THE CELLS ON EACH SIDE OF SAID STEEL, ETC., SHALL 28 DAYS. BE GROUTED. WHERE BLOCK WALL IS RETAINING EARTH OR IN CONTACT WITH EARTH, D. CEMENT FOR CONCRETE OR MASONRY MORTAR SHALL BE A STANDARD BRAND "PORTLAND SUCH PORTION OR WALL SHALL BE GROUTED SOLID. CEMENT", MEETING THE REQUIREMENT OF ASTM C-150. CEMENT SHALL BE "TYPE II". (USE TYPE V CEMENT IF REQUIRED BY THE SOILS REPORT) 5) CLEANOUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0". MAXIMUM GROUT LIFT E. AGGREGATES FOR CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-33. IS 6-0". F. CONTRACTOR MAY USE AN APPROVED WATER REDUCING ADMIXTURE CON- FORMING TO 6) WALL SHALL NOT BE GROUTED UNLESS SO SPECIFIED ON THE PLANS. WIRE MESH ASTM C-494. SHALL BE USED TO FORM HORIZONTALLY (PAPER, CARDBOARD. ETC., SHALL NOT BE USED). G. SLAB ON GRADE SHALL BE POURED ON FIRM, MOISTENED, COMPACT EARTH. 7) ALL MASONRY WALLS IN EXCESS OF 10'-0" IN HEIGHT SHALL BE BRACED TO WITHSTAND CONSTRUCTION OR CRACK -CONTROL JOINTS SHALL BE SPACED A MAXIMUM OF 20' APART. A WIND LOAD OF 10 LBS. PER SQ. FT. APPLIED PERPENDICULAR TO WALL IN EITHER DIRECTION. BRACING SHALL REMAIN IN PLACE UNTIL ROOF DIAPHRAGM (ETC.) IS H. ALL REINFORCING STEEL, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURELY COMPLETE ENOUGH TO SUPPORT THE WALL. FASTENED IN THE FORMS PRIOR TO POURING CONCRETE. I. ALL BOLTS SHALL HAVE A STANDARD BOLT HEAD OR A 1 1/4" 90 DEGREE BEND AT EMBEDDED END. ANCHOR BOLTS SHALL BE SPACED 12 BOLT DIA- METERS MINIMUM. MINIMUM EMBEDMENT OF ANCHOR BOLTS SHALL BE 9" INTO FOOTINGS, 51/2" INTO MASONRY, & 4 1/2" INTO VERT. CONC. SURFACES. E DIVISION 5 - METALS 1. MISCELLANEOUS METALS A. CUSTOM FABRICATE FERROUS METAL ITEMS 16 GAUGE AND HEAVIER. REFER TO DRAWINGS AND DETAILS. B. MATERIALS: FURNISH GLAVANIZED STRUCTURAL STEEL 'C'STUDS SIZES, MINIMUM 18 GAGE OR AS INDICATED ON DRAWINGS AND AS REQUIRED WITH ALL NECESSARY ACCESSORIES. C. INSTALLATION: INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS UNLESS OTHERWISE INDICATED. INSTALL CONTINUOUS TRACKS -SIZED TO MATCH STUDS, SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR NON -PLUMB WALLS OR WARPED SURFACES AND SIMILAR REQUIREMENTS. C. INSTALLATION - CONT. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK. SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM AS REQUIRED, SPACES (VERTICAL DISTANCE) AT NOT MORE THAN 4'-6" O.C. DIVISION 6 - WOOD AND PLASTICS 1. ROUGH CARPENTRY A. WOOD CONSTRUCTION 1) STRUCTURAL LUMBER SHALL BE GRADE -MARKED DOUGLAS FIR -LARCH PER STANDARD GRADING AND DRESSING RULES 416 OF WEST COAST LUMBER INSPECTION BUREAU. a. RAFTERS 2" TO 4" WIDE, UP TO 6" DEEP NO. 1 2" TO 4" WIDE, 8" OR LARGER NO. 1 b. JOISTS 2" TO 4" WIDE, 6" & DEEPER NO. 1 c. BEAMS, PURLINS OVER 4" WIDE NO.1 d. SUB -PURLINS 2" TO 4" WIDE, 4" DEEP NO.1 e. LEDGERS NO.2 f. STUDS 2 x 4 OR 3 x 4 NO.2 g. STUDS 2 x 6 NO.2 h. POSTS NO.1 i. SILLS, PLATES, & BLOCKING NO.2 2) EXCEPTION TO THE ABOVE SHALL BE NOTED ON PLAN. 3) SILLS OR PLATES BEARING ON CONCRETE OR MASONRY WHICH IS WITHIN 48" OF EARTH SHALL BE PRESSURE TREATED, OR EQUAL, WOOD PER U.B.C. STD. 25-12. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 1/2" DIAMETER X 10" BOLTS AT 4'4" O.C., 12" MIN. FROM ENDS, OR 2 BOLTS MIN. PER PIECE. WHERE DIFFERENT BOLT SIZES AND/OR SPACINGS ARE INDICATED ON THE PLANS, THEY SHALL GOVERN. 4) PLACE 2" THICK FIREBLOCKING IN STUD WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10" HEIGHT OF STUDS. 5) JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT IN- TERVALS OF 8' WHERE JOISTS ARE 2" X 12" OR DEEPER. 6) JOISTS UNDER NON-BEARING PARTITIONS SHALL BE DOUBLED, & TRIPLED FOR BEARING PARTITIONS ABOVE, EXCEPT AS NOTED, 7) PLYWOOD SHALL BE "STRUCTURAL 1 -EXTERIOR" PER AMERICAN PLYWOOD ASSOCIATION P.S. 1-83.1/2" PLYWOOD SHALL HAVE A MINIMUM OF 4 PLYS. WHERE 1/2" CDX PLYWOOD IS SPECIFIED, A MINIMUM OF 5 PLYS IS REQUIRED. 8) COMMON NAILS SHALL BE USED, UNLESS NOTED OTHERWISE. 9) LAG BOLTS (& SCREWS) SHALL BE PRE -DRILLED TO SHANK DIAMETER & FULL DEPTH & SCREWED, NOT DRIVEN INTO PLACE. 10) CUT WASHERS SHALL BE PLACED UNDER HEADS & NUTS OF ALL BOLTS & UNDER HEADS OF LAGBOLTS. ONE CUT WASHER SHALL BE USED FOR BOLTS CONNECTING WOOD LEDGERS TO CONCRETE OR MASONRY WALLS. 11) SEE LUMBER, PLYWOOD AND NAILING SPECIFICATIONS ON DRAWING, SHEET A-4. PROVIDE AND INSTALL ALL WOOD FRAMING AS INDICATED ON THE DRAWINGS. 12) METAL CONNECTORS AND FRAMING DEVICES SHOWN ON DRAWINGS OTHER THAN CUSTOM FABRICATED ITEMS SHALL BE "STRONG -TIE" CONNECTORS BY SIMPSON COMPANY. 2. PREFABRICATED TRUSSES A. FABRICATE, SUPPLY AND ERECT PREFABRICATED TRUSSES, STRUCTURAL STEEL CONNECTORS AND GUSSETS (PRIMED) AND LATERAL SUPPORT FOR TRUSSES. B. SHOP DRAWINGS AND PRODUCT DATA: 1) SUBMIT SHOP DRAWINGS AND CALCULATIONS IN ACCORDANCE WITH GENERAL REQUIREMENTS. SHOP DRAWINGS AND CALCULATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 2) INDICATE TRUSS FRAMING PLANS; SPECIES AND GRADES OF LUMBER USED; DESIGN LOADING AND ALLOWABLE STRESS INCREASE; CAMBER; PITCH; SPAN AND SPACING OF TRUSSES; GUAGE THICKNESS, NOMINAL SIZES AND LO- CATIONS OF CONNECTORS AT JOINTS; BEARING AND ANCHORAGE DETAILS FRAMED OPENINGS; PERMANENT BRACING AND BRIDGING. 3) SHOP DRAWINGS AND DESIGN ANALYSIS SHALL BEAR SEAL OF PROFESSIONAL ENGINEER, REGISTERED IN THE STATE WHERE CONSTRUCTION IS LOCATED. 4) SUBMIT MANUFACTURER'S INSTRUCTIONS ON LATERAL BRACING. 5) SUBMIT DESIGN ANALYSIS STRESS DIAGRAM INDICATING DESIGN LOAD ON EACH TRUSS MEMBER; OR PRINT OUT OF COMPUTER DESIGN. C. ACCEPTABLE MANUFACTURERS TRUSS MANUFACTURER AND TYPE AS SHOWN ON ROOF FRAMING PLAN. 3. FINISH CARPENTRY MATERIALS: LUMBER PRODUCTS A. QUALITY ASSURANCE: PERFORM FINISH CARPENTRY WORK IN ACCORDANCE WITH AWI QUALITY STANDARDS, PREMIUM GRADE. USE FULL LENGTH PIECES, MITER ALL JOINTS, SHOULDER JOINT AT DOOR JAMBS. FILL ALL NAIL HOLES AND SAND SMOOTH. B. WOOD TRIM AT INTERIOR: VERTICAL GRAIN RED OAK -SURFACE ALL EXPOSED SIDES. C. EXPOSED WOOD AT EXTERIOR: RESAWN DOUGLAS FIR, NO KNOT; STAIN GRADE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. ENERGY COMPLIANCE A. FIXED WINDOWS (GLASS): SHALL BE SEALED TO LIMIT AIR INFILTRATION. B. HOLLOW METAL OR SOLID CORE WOOD DOORS: PROVIDE VINYL OR SHEET METAL WEATHER SEAL AT HEAD, JAMB AND SILL AT EXTERIOR DOORS. C. EXTERIOR STOREFRONT HINGED DOORS: PROVIDE VINYL SEAL AT SILL AND CONTINUOUS PILE WEATHER-STRIP VERTICALLY AND AT TOP RAILS. D. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS, AT PENETRATION OF UTILITIES THROUGH THE ENVELOPE, SHALL BE SEALED CAULKED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. 2. BUILDING INSULATION A. WORK INCLUDED 1) FURNISH AND INSTALL RIGID, THERMAL BATT, AND SOUND BATT INSULATION. B. PRODUCTS: 1) RIGID INSULATION: FESCO BOARD ROOF INSULATION (THICKNESS=1", R -VALUE =2.78) OVER ULTRAGARD ISOCYANURATE ROOF INSULATION (THICKNESS= 2.3", R-VALUE=16.7). ADHERE TO ROOF DIAPHRAGM SHEATHING PER MANUFAC- TURERS RECOMMENDATIONS. AS MANUFACTURED BY SCHULLER ROOFING SYS- TEMS, OR EQUAL. 2) BATT INSULATION: R-19, R-13, R-11 AS SHOWN ON PLANS, KRAFT FACED WITH STAPLING FLANGE FOR WOOD STUD WALL CONSTRUCTION, FOIL REINFORCED KRAFT FACING (FRK) WITH STAPLING FLANGE FOR WOOD STUD APP- LICATION IN ATTIC AREAS (FS -25 WITH FLAME SPREAD OF 25). AS MANU- FACTURED BY OWENS/CORNING FIBERGLASS, OR EQUAL. 3) SOUND BATT INSULATION: NON-COMBUSTIBLE MINERAL FIBERGLASS BATTS WITH MINIMUM 3 1/2" THICKNESS. 4) VAPOR BARRIER: TRANSLUCENT POLYETHYLENE FILM FOR USE IN ABOVE GRADE BUILDING CONSTRUCTION, 6 MIL MINIMUM THICKNESS. 3. MEMBRANE ROOFING A. WORK INCLUDED 1) PROVIDE AND INSTALL DURO-LAST ROOFING AND BASE FLASHING AS CALLED OUT ON THESE PLANS AND/OR SPECIFICATIONS. B. MATERIALS 1) PROVIDE DURO-LAST ROOFING AS MANUFACTURED BY DURO-LAST ROOFING SYSTEMS. PRODUCT AND INSTALLATION SHALL CONFORM TO MANUFACTURERS SPECIFICATION AND 2003 IBC CHAPTER 15 & TABLE 1507.10.2. C. INSTALLATION 1) ROOFING SHALL BE INSTALLED BY MANUFACTURE CERTIFIED INSTALLER 2) ROOFING SHALL BE INSTALLED OVER WOOD DECK OR INSULATED DECK, WHERE APPLICABLE, IN STRICT ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATIONS. 3) PRIME ALL METAL FLASHINGS, ETC, THAT WILL BE IN CONTACT WITH ROOFING MATERIALS. D. WARRANTY 1) GENERAL CONTRACTOR SHALL FURNISH A FIFTEEN (15) YEAR, NO DOLLAR LIMIT (NDL), WARRANTY FOR THIS INSTALLATION. 4. FLASHING AND SHEET METAL A. FURNISH AND INSTALL ALL FLASHING, SHEET METAL, PITCH POCKET PANS AND SCUPPERS NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS, BUT REQUIRED TO PREVENT WATER PENETRATION THROUGH EXTERIOR BUILDING SHELL, INCLUDING FLASHING, CAPS, AND ROOF EQUIPMENT PLATFORM COVERS. B. COMPLY WITH APPLICABLE RECOMMENDATIONS AND DETAILS OF THE "ARCHITECTURAL SHEET METAL MANUAL", BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (S.M.A.C.N.A.). C. INSTALL SHEET METAL OVER A LAYER OF ROOFING FELT. D. GALVANIZED IRON 1) SHEET METAL OR IRON SHALL BE A STANDARD BRAND OF OPEN-HEARTH, COPPER -BEARING STEEL, COPPER -MOLYBDENUM IRON, OR PURE IRON SHEETS. USE 24 GUAGE MINIMUM UNLESS OTHERWISE CALLED FOR ON THE DRAWINGS. 2) ZINC COATING a. ALL GALVANIZED SHEETS SHALL HAVE A ZINC COATING APPLIED BY HOT -DIP PROCESS TO ALL SURFACES. b. ZINC COATING SHALL WEIGH NOT LESS THAN 1 114 OUNCES PER SQ. FT. NOR MORE THAN 11/2 OUNCES PER SQ. FT. OF SURFACES COVERED AND SHALL CONFORM WITH ASTM A-93. 5. ROOF ACCESSORIES A. THE WORK OF THIS SECTION INCLUDES THE PROVIDING AND INSTALLING OF ACCESSORIES TO BE INSTALLED ON THE ROOF AND FLASHED TO PROVIDE A WATERTIGHT INSTALLATION. B. ROOF HATCH 1) BILCO, TYPE "S-20", 2'-6" x T-0", GALVINIZED, BONDED FOR PAINTING. 6. CAULKING AND SEALANTS A. GENERAL BUILDING APPLICATIONS 1) FOR JOINTS WHERE MOVEMENT IS ANTICIPATED, USE A.C. HORN HORNFLEX (POLYSULFIDE) ONE COMPONENT SYSTEM IN THE COLOR WHICH MOST CLOSELY MATCHES THE ADJACENT SURFACES. SEALANT TO HAVE A SHORE "A" HARDNESS OF 20 TO 30. 2) FOR DRY JOINTS BETWEEN DISSIMILAR MATERIALS WHERE LITTLE MOVEMENT IS ANTICIPATED, USE A.C. HORN HORNSEAL ELASTOMERIC CAULK (BUTYL RUBBER) ONE COMPONENT SYSTEM IN THE COLOR WHICH MOST CLOSELY MATCHES ADJACENT SURFACES. 3) GLAZING AND KITCHEN APPLICATIONS: GENERAL ELECTRIC SILICON CONSTRUCTION 1200 SEALANT. 4) SHEET METAL FLASHING AND COPING: GENERAL ELECTRIC SILPRUF SILICON WEATHER PROOFING SEALANT. 5) GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK THE FOLLOWING: AFTER ALL EQUIPMENT AND WALL MATERIALS ARE INSTALLED, ALL JOINTS TO WALLS AND BASES SHALL BE SEALED WITH SILICONE SEALANT. 6) ALL INSIDE VERTICAL CERAMIC TILE CORNERS SHALL RECEIVE A TOOLED BEAD OF SILICONE SEALANT. DIVISION 8 - DOORS AND WINDOWS 1, METAL DOORS AND FRAMES A. WORK INCLUDED 1) FURNISH AND INSTALL METAL DOORS AND DOOR FRAMES AS SHOWN ON THE DRAWINGS AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. MATERIALS 1) DOORS AND FRAMES SHALL BE EQUIVALENT TO STEELCRAFT, LABELED OR NONLABLED AND SIZE AS INDICATED ON DRAWINGS. 2) STEEL DOORS SHALL BE FULL -FLUSH DESIGN L-18 (18 GAUGE) REINFORCED FOR FINISH HARDWARE AND WITH BAKED ON PRIME PAINT STEEL FRAMES SHALL BE FURNISHED KNOCKED DOWN, TYPE F-16 (16 GAUGE). MITERED CORNERS SHALL HAVE HEAVY REINFORCEMENTS WITH FOUR TABS FOR SECURING AND INTERLOCKING JAMB TO HEAD. PROPER REINFORCEMENT AND CUT-OUT FOR FINISH HARDWARE, FRAMES SUPPLIED WITH SUITABLE JAMB AND BASE ANCHORS, RUBBER BUMPERS AND PRIME PAINTED. 2. WOOD DOORS A. WOOD DOORS PROVIDE AND INSTALL STANDARD SOLID CORE FLUSH WOOD DOOR, SOLID CORE DOORS FOR PLASTIC LAMINATE FINISH: FACE: MAPLE GRADE: PAINT GRADE CONSTRUCTION: SOLID CORE FLUSH PLYWOOD DOORS MANUFACTURED BY U.S. PLYWOOD, GENERAL VENEER OR WEYERHAEUSER. DOOR SHALL BE MANUFACTURED PER MILLWORK STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR PREMIUM GRADE. B. SOLID CORE: MAT FORMED WOOD PARTICLE BOARD, TYPE I. DENSITY, CLASS 1, COMMERCIAL STANDARD CS236-66, AS MANUF. BY U.S. PLYWOOD, GENERAL VENEER, OR WEYERHAUSER. DOORS SHALL BE MANUFACTURED PER MILLWORK STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR PREMIUM GRADE. 1) FACE VENEER: REFER TO COLOR AND DOOR SCHEDULES FOR LIST OF DOORS TO RECEIVE THE FOLLOWING FINISHES: a. PAINTED FINISH: SOUND GRADE MAPLE b. STAINED FINISH: PLAIN MAPLE VENEER. 2) EDGE BANDING: ALL EDGES OAK BANDED. a. PAINTED FINISH: SPECIES MILL OPTION. b. STAINED FINISH: TO MATCH FACE VENEER. 3) ALL CUTOUTS FOR GLAZING OR LOUVERS SHALL HAVE OAK FRAMES AND STOPS. 4) ADHESIVES: CONFORMING TO CS 35 TYPE II, FOR INTERIOR DOORS AND TYPE I FOR EXTERIOR DOORS. 5) DOORS TO HAVE METAL LOUVERS AS INDICATED ON THE DRAWING SHALL BE 24 GAUGE WITH CHEVRON TYPE BLADES WITH FREE AIR 50% TOTAL AREA AND BE PRIME PAINTED. C, PREFIT DOORS AT FACTORY WITH CLEARANCES OF 1/8" AT EACH VERTICAL EDGE AND AT TOP, 1/2" AT BOTTOM, AND 1/8" IN 2" BEVEL AT LOCK EDGE, 3/8" CLEARANCE ABOVE FLOOR WITHOUT THRESHOLD, 314" ABOVE FLOOR WITH THRESHOLD. D. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS, FIT DOORS TO FRAMES WITH UNIFORM CLEARANCE AND BEVELS. MACHINE DOORS FOR HARDWARE, IF REQUIRED. REFINISH OR REPLACE DOORS DAMAGED DURING INSTALLATION. 3. GLAZING A. LOW E, DOUBLE GLAZING: FLOAT OR POLISHED PLATE CLEAR GLASS, MANUFACTURED BY LIBBEY-OWENS-FORD CO. OR EQUAL. B. DOUBLE TEMPERED GLASS: FLOAT OR PLATE, L.O.F. "TUF-FLEX" OR EQUAL. C. ALL GLAZING SHALL CONFORM TO CONSUMER PRODUCT SAFETY COMM ISION STANDARD 16 CFR, PART 1201. D. DECORATIVE ETCHED GLASS: 1/4" THICK, PATTERN BY DESIGN DEVELOPMENT. 4. ALUMINUM STOREFRONT SYSTEM MANUFACTURER AND TYPE: THE SYSTEM SHALL BE AS NOTED ON THE DRAWINGS AS MANUFACTURED BY: KAWNEER COMPANY, INC., NORTHRUP ARCHITECTURAL SYSTEM. A. WINDOW WALL SYSTEM AND DOORS 1) TYPE: STRUCTURALLY REINFORCED, EXTRUDED ALUMINUM FRAMING COMPLETE WITH GLASS, NON -STRETCH HIGH SHORE VINYL AND ANCHORAGE ATTACH- MENTS AND SHIMS REQUIRED TO SECURE WINDOW WALLS TO BUILDING STRUCTURAL SYSTEM. 2) DOORS: SHALL BE NARROW STILE TYPE WITH 10" BOTTOM. PROVIDE REINFORCING FOR OVERHEAD CLOSERS. SEE SECTION ON ENERGY COMPLIANCE. 3) FINISH MULLEIN: NATURAL ANODIZED ALUMINUM. FINISH DOOR: FACTORY APPLIED, POWDER COAT NEON RED DOOR. B. COMPONENTS AND MATERIALS FRAMES: SIZES AS SHOWN ON THE DRAWINGS, COMMERCIAL QUALITY EXTRUDED ALUMINUM (ASTM B221), COMPLETE WITH MATCHING PROFILE STOPS TO SUIT FRAMES AND OF ADEQUATE SIZE TO PROVIDE SUFFICIENT BITE ON GLASS, AND DRILLED HOLES, DEFLECTOR PLATES AND INTERNAL FLASHINGS TO ACCOMODATE INTERNAL WEEP AND DRAINAGE SYSTEM. PANDA EXPRESS, INC. '1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these Ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT I PERMIT REVIEW 10.28.09 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: olpn///O/A� Nhr hit cklovera c ect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF ME: MIN ESOTA. / PRINT NAHENRY . KLQVF SIGNATURE: DATE: 1h"'P U SE # 21613 PANDA EXPRESS a.) EAGAN PROMENADE 00 1270 PROMENADE PLACE N SUITE 150 • EAGAN, MN 55121 Q r W SLU ■ SPECIFICATIONS C G ry W i� DIVISION 8 - DOORS AND WINDOWS - CONT. DIVISION 9 - FINISHES 6. PASS THRU WINDOW 1 PASS THROUGH WINDOW WITH LOCK, PRE -GLAZED W/ ALUMINIUM FINISH FRAME, AS MANUFACTURED BY QUILK-SERV, MODEL - FLUSH MOUNT WITH SENSOR AUTOMATIC OPENER AND SELF-CLOSING. 7. FINISH HARDWARE A. SECURITY NOTES SWINGING DOORS 1) ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON -REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE 1/4" MINIMUM DIAMETER STEEL JAMB STUDS WITH 114" MINIMUM PROJECTION, UNLESS THE HINGES ARE SHAPED TO PREVENT DOOR REMOVAL IF HINGE PINS ARE REMOVED. 2) STRIKE PLATES FOR LATCHES AND HOLDING DEVICES FOR PROJECTING DEAD- BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND WALL FRAMING WITH SCREWS NOT LESS THAN 21/2" IN LENGTH. 3) DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. 4) STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF V AND AN EMBEDMENT OF NOT LESS THAN 5/8". 5) HOOK SHAPED OR EXPANDING LAG DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 31411 . CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. B. NOTES- HARDWARE 1) ALL LOCKSETS SHALL BE EQUIPPED WITH SIX (6) PIN INTERCHANGEABLE CORES. 2) KEYING: ALL CYLINDERS SHALL BE REMOVABLE CORE, MASTER KEYED TO EXISTING SYSTEMS. 3) PROVIDE AT METALLIC SIGN OVER EACH STOREFRONT DOOR STATING: "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". LETTERS SHALL NOT BE LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE SIGN SHALL BE INSTALLED BY THE GENERAL CONTRACTOR ON THE STOREFRONT ALUMINUM HEADER FRAME. 4) THE ALUMINUM STOREFRONT DOOR FABRICATOR SHALL INSTALL THE DEADBOLT CYLINDER AND LOCK HARDWARE PRIOR TO DOOR DELIVERY TO THE SITE. C. TOILET ROOM ACCESSORIES SEE ARCHITECTURAL PLANS FOR TOILET FIXTURE SCHEDULE. WINDOWS AND DOORS: EXTERIOR WINDOWS AND DOORS. WINDOWS AND DOORS INSTALLED IN EXTERIOR WALLS SHALL CONFORM TO THE TESTING AND PERFORMANCE REQUIREMENTS OF SECTION 1714.5". INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS". EXTERIOR WINDOW AND DOOR ASSEMBLIES. THE DESIGN PRESSURE RATING OF EXTERIOR WINDOWS AND DOORS IN BUILDINGS SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1714.5.1 OR 1714.5.2, EXCEPTION: STRUCTURAL WIND LOAD DESIGN PRESSURES FOR WINDOW UNITS SMALLER THAN THE SIZE TESTED IN ACCORDANCE WITH SECTION 1714.5.1 OR 1714.5.2 SHALL BE PERMITTED TO BE HIGHER THAN THE DESIGN VALUE OF THE TESTED UNIT PROVIDED SUCH HIGHER PRESSURES ARE DETERMINED BY ACCEPTED ENGINEERING ANALYSIS. ALL COMPONENTS OF THE SMALL UNIT SHALL BE THE SAME AS THE TESTED UNIT. WHERE SUCH CALCULATED DESIGN PRESSURES ARE USED, THEY SHALL BE VALIDATED BY AN ADDITBNAL TEST OF THE WINDOW UNIT HAVING THE HIGHEST ALLOWABLE DESIGN PRESSURE". EXTERIOR WINDOWS AND GLASS DOORS SHALL BE LABELED AS CONFORMING TO AAMA/NWWDA 101/1.S.2 OR 101/l.S.2/NAFS. THE LABEL SHALL STATE THE NAME OF THE MANUFACTURER, THE APPROVEDLABELING AGENCY AND THE PRODUCT DESIGNATION AS SPECIFIED IN AAMAINWWDA 101/1.S.2 OR 101/l.S.2/NAFS. PRODUCTS TESTED AND LABELED AS CONFORMING TO AAMA/NWWDA 101/1.S.2 OR 101/I.S.2/NAFS SHALL NOT BE SUBJECT TO THE REQUIREMENTS OF SECTIONS 2403.2 AND 2403.3". EXTERIOR WINDOWS AND DOOR ASSEMBLIES NOT PROVIDED FOR IN SECTION 1714.5.1, EXTERIOR WINDOW AND DOOR ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E330. EXTERIOR SECTION WINDOW AND DOOR ASSEMBLIES CONTAINING GLASS SHALL COMPLY WITH S 2403. THE DESIGN PRESSURE FOR TESTING SHALL BE CALCULATED IN ACCORDANCE WITH CHAPTER 16. EACH ASSEMBLY SHALL BE TESTED FOR 10 SECONDS AT A LOAD EQUAL TO 1.5 TIMES THE DESIGN PRESSURE". LATH AND PLASTER A. WORK INCLUDED LATH AND PLASTER WORK INCLUDES EXTERIOR PORTLAND CEMENT PLASTER SCRATCH AND BROWN COATS AND A TEXTURED FINISH COAT. ALL WORK TO BE COMPLETE WITH REQUIRED GROUNDS AND ACCESSORIES. PLASTER ON STUDS TO BE OVER LAYER GRADE "B" OF BUILDING PAPER AND PAPER BACKED, WIRE FABRIC LATH. METAL LATH ON EXTERIOR WALLS TO RECEIVE CERAMIC TILE WHERE SHOWN ON DRAWINGS. B. PLASTER MATERIALS 1) PORTLAND CEMENT- TYPE I, CONFORMING TO REQUIREMENTS OF ASTM C150 -76A. 2) HYDRATED LIME- NORMAL FINISHING TYPE CONFORMING TO ASTM C35. 3) AGGREGATE- NATURAL SAND, CONFORMING TO ASTM C35. 4) WATER- CLEAN, POTABLE, FRESH AND FREE FROM INJURIOUS AMOUNTS OF ACID, ALKALI, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES. C. CEMENT PLASTER BASE MIXES 1) MIX AND PROPORTION CEMENT PLASTER AS FOLLOWS: a. SCRATCH COAT- 1 PART CEMENT, 1/2 TO 3/4 PART LIME, 3 TO 4 b. BROWN COAT- 1 PART CEMENT, 112 TO 3/4 PART LIME, 3 TO 4 PARTS AGGREGATE. C. FINISH COAT- 1 PART WHITE CEMENT, 3/4 TO 1 PART LIME, 3 PARTS AGGREGATE. FLOAT FINISH WITH SAND FINISH. 2) MIX ONLY AS MUCH PLASTER AS CAN BE USED IN ONE (1) HOUR. 3) MIX MATERIALS DRY, TO UNIFORM COLOR AND CONSISTANCY, BEFORE ADDING WATER. 4) PROTECT MIXES FROM FROST, DUST AND EVAPORATION. 5) DO NOT RETEMPER MIXES AFTER INITIAL SET HAS OCCURRED. D. METAL LATH AND ACCESSORIES DETAILS AND SPECIFICATIONS ARE BASED ON THESE PRODUCTS. SUBSTITUTIONS MUST BE EQUAL IN FUNCTION AND DESIGN. 1) WIRE FABRIC LATH- SINGLE PLY, PRE -FURRED, PAPER BACKED, 1 112 X 17 GAUGE, HEXAGON SHAPED, GALVANIZED, WOVEN WIRE STUCCO NETTING IS FIRMLY ADHERED TO WEATHER RESISTANT, GRADE "D" ASPHALT IMPREGNATED PAPER BACKING WITH WATERPROOF ADHESIVE. AVAILABLE IN ROLLS. "PLASTERBAK" BY DAVISWALKER CORPORATION, OR "STUCCO NETTING" BY K -LATH, 3.4# GALVANIZED METAL LATH AT EXTERIOR SOFFITS. 2) TILE AT PLYWOOD SHEATHED WALLS- INSTALL GRADE "B" BUILDING FELT UNDERLAYMENT TO RECEIVE PAPER BACKED LATH. 3) BUILDING PAPER- GRADE "D" AND GRADE "B". 4) ACCESSORIES- EXPANSION CONTROL SCREED NO. J -4-U-7/8" WITH 1/4" GAP, 26 GAUGE GALVANIZED STEEL; SEPARATION SCREED 17-7/8", 26 GAUGE GALVANIZED STEEL; SOFFIT AND FOUNDATIONS DRIP MOULD NO. 5, 24 GAUGE GALVANIZED STEEL BY "SUPERIOR METAL TRIM PRODUCTS". E. EXPANDED POLYSTYRENE FOAM SHAPES 1) PROVIDE FOAM SHAPES IN ACCORDANCE W/ PLANS & AS MANUF. BY BAY AREA FOAM, INC., 20273 MACK ST., HAYWARD, CA. 984545 (800) 743-3626. 2. GYPSUM DRYWALL ALL GYPSUM DRYWALL TO BE: A. FIRE -RATED GYPSUM WALLBOARD- ASTM C63078. USE 4 FEET WIDE SHEETS WITH LONG TAPERED EDGE. THICKNESS SHALL BE 518". UNITED STATES GYPSUM CO. SHEETROCK W/R FIRECODE "C" FOR FIRE RATED PANELS. SEAL ALL EXPOSED AND CUT EDGES PER MANUFACTURERS RECOMMENDATIONS, USE MOISTURE RESTS- TANT GYPSUM BOARD IN AREAS SPECIFIED ON THE PLANS. EACH SHEET SHALL BE MARKED BY THE MANUFACTURER INDICATING THE MOISTURE RESISTANT CAPA- BILITIES OF THE PRODUCT. B. INSTALL GYPSUM WALLBOARD WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING. C. FASTENINGS 1) NAILS- NO. 13 GAUGE, 13/8" LONG, 19/64" HEAD ANNULAR RING NAIL; 7" ON CENTER AT CEILING, 8" ON CENTER AT WALLS. 2) SCREWS- METAL SUSPENSION. SYSTEM, TYPE "S-12" BUGLE, 3/8" MINIMUM PENETRATION IN METAL FRAMING, 3) METAL EDGES SHALL BE APPLIED AT ALL EXPOSED CORNERS, ENDS, ETC. ETC. 4) ACCESS PANELS: INRYCO/MILCOR, (414) 383-4030; TYPE "M" WITH FLUSH SCREWDIRVER OPERATED LOCKS. a• IN GYPSUM DRYWALL AND CEILINGS USE PRIME COATED STEEL. b. IN TILE FINISH WALLS AND "FRP" FINISH WALLS USE STAINLESS STEEL FRAMES FRAMES AND PANELS. D. INSTALL GYPSUM WALLBOARD IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. LAY -IN CEILING TILE A. CONTRACTOR TO LEAVE CARTON- TEN (10) PIECES MINIMUM, ON JOB WITH OWNER'S REPRESENTATIVE FOR FUTURE MAINTENANCE. B. THE WORK UNDER THIS SECTION INCLUDES ALL LAY -IN TILE CEILINGS. SEE REFLECTED CEILING PLAN AND COLOR LEGEND FOR MANUFACTURER AND TYPE. 6. PAINTING AND STAINING A. APPLICATIONS 1) GENERAL: THE FINISHED SURFACE SHALL BE FREE FROM RUNS, SAGS, DROPS, RIDGES, WAVES, LAPS, BRUSH MARKS AND VARIATIONS IN COLOR, TEXTURE AND FINISH. 2) COATING PROCESS: SUFFICIENT TIME SHALL ELAPSE BETWEEN SUCCESSIVE COATS TO PERMIT PROPER DRYING. 3) STORAGE, MIXING, AND THINNING: a. GENERAL: AT TIME OF APPLICATION, PAINT SHALL SHOW NO SIGNS OF HARD SETTLING, EXCESSIVE SKINNING, LIVERING OR OTHER DETERIOR-ATION. PAINT SHALL BE THOROUGHLY STIRRED, STRAINED AND KEPT AT A UNIFORM CONSISTANCY DURING APPLICATION. b. STORAGE: THE PAINTER SHALL STORE ALL MATERIALS AND EQUIPMENT INA ROOM ASSIGNED FOR THAT PURPOSE. PRECAUTIONS SHALL BE TAKEN TO REDUCE FIRE HAZARD AND THE ROOM SHALL BE KEPT CLEAN AND IN GOOD CONDITION. 4) CLEANING UP a. DURING PROGRESS OF THE WORK, DO NOT ALLOW THE ACCUMULATION OF EMPTY CONTAINERS OR OTHER EXCESS ITEMS EXCEPT IN AREAS SUFFICIENTLY SET ASIDE FOR THAT PURPOSE. b. SCHEDULE ALL CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WET, NEWLY PAINTED SURFACES. 5) PREPARATION OF METAL SURFACES GALVANIZED METAL: CLEAN ALL SURFACES THOROUGHLY WITH SOLVENT UNTIL THEY ARE COMPLETELY FREE FROM DIRT, OIL AND GREASE. ALLOW TO DRY THOROUGHLY BEFORE APPLICATION OF PAINT. 6) EXTRA PAINT CONTRACTOR SHALL PROVIDE ONE (1) QUART OF UNOPENED PAINT, STAIN AND SEALER OF EACH COLOR AND TYPE USED IN LABELED, COVERED CANS FOR THE OWNER. PLACE IN CARTONS FOR STORAGE. 7) EXTERIOR PAINTING a. METAL: ONE COAT PRIMER TWO COATS PER SCHEDULE NOTE: PRIMER MAY BE ELIMINATED IF ITEM IS FACTORY PRIMED b. CEMENT PLASTER: PAINTED TWO (2) COATS PER SCHEDULE ONE COAT PRIMER TWO COATS PER SCHEDULE c. CONCRETE MASONRY (EXPOSED): ONE COAT SEALER (40 SQ. FT. PER GALLON) TWO COATS MASONRY PAINT PER SCHEDULE d. SAW TEXTURED WOOD SURFACES: ONE COAT STAIN PER SCHEDULE e. TRASH ENCLOSURE (INSIDE): ONE COAT CONCRETE BLOCK FILLER TWO COATS VINYL -ACRYLIC PAINT, COLOR "OFF WHITE" 8) INTERIOR PAINTING a. METAL: SAME AS EXTERIOR METAL b. PAINTED WOOD DOORS: ONE COAT INTERIOR TRIM PRIMER TWO COATS PER FINISH SCHEDULE c. SMOOTH FINISH GYPSUM BOARD WALLS AND CEILINGS: FLAT COAT WALL PRIMER ONE COAT PER SCHEDULE GLOSS OR EGGSHELL: ONE COAT WALL PRIMER TWO COATS PER SCHEDULE d. OAK TRIM (SMOOTH WOOD) "LAQUERED" ONE COAT LACQUER SANDING SEALER TWO COATS SEMI -GLOSS (SATIN FINISH) LACQUER e. INSIDE THROATS OF AIR CONDITIONING SUPPLIES AND RETURNS IN PUBLIC AREAS. SPRAY BLACK TO A POINT OUT OF VIEW. DIVISION 10 -SPECIALTIES 1. PORTABLE FIRE EXTINGUISHERS A. APPLICATIONS 1) PER REQUIREMENT OF UFC 1006.2.7. 2. WALL VENT A. GALVANIZED STEEL FRAME AND 45 DEG. BLADES, INSECT SCREEN, PRIME COATED. SEE DRAWINGS FOR SIZE. 3. TRASH ENCLOSURE GATES PROVIDE GATES AND FRAMES OF 9 GAUGE THICKNESS, ALUMINUM COATED, STEEL WIRE FABRIC EQUAL TO UNITED STATES STEEL "CYCLONE RUSTAKE". ALL FITTINGS AND HARDWARE SHALL BE GALVANIZED. REDWOOD SLATS FOR PLACEMENT INTO WIRE FABRIC SHALL BE SUPPLIED WITH FENCING AND GATES. 4. FOOD SERVICE EQUIPMENT A. THE GENERAL CONTRACTOR'S RESPONSIBILITY 1) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THIS WORK AND FOR HOOK-UP OF FOOD SERVICE EQUIPMENT PROVIDED BY OTHERS AND FOR THE INSTALLATION OF CERTAIN ITEMS PROVIDED TO HIM BY THE FOOD SERVICE EQUIPMENT CONTRACTOR. SEE EQUIPMENT PLANS FOR ITEMS TO BE INSTALLED BY THE GENERAL CONTRACTOR. B. SEPARATE CONTRACT 1) ALL WORK SHOWN ON THE FOOD SERVICE EQUIPMENT DRAWINGS (K SHEETS) IS FOR THE PURPOSE OF INDICATING THE GENERAL CONTRACTOR'S WORK IN RELATIONSHIP TO THE FOOD SERVICE CONTRACTOR'S WORK. THE FIXTURE THEMSELVES WILL BE SUPPLIED AND SET IN PLACE UNDER A SEPARATE CON- TRACT. NO OTHER WORK WILL BE REQUIRED OF THE GENERAL CONTRACTOR OTHER THAN THAT SPECIFICALLY REQUIRED ON THE ARCHITECT'S DRAWINGS AND THE FOOD SERVICE EQUIPMENT DRAWINGS. C. SERVICE BY FOOD SERVICE EQUIPMENT CONTRACTOR 1) THE FOOD SERVICE EQUIPMENT CONTRACTOR WILL VISIT THE SITE AT MUTUALLY AGREED UPON TIMES FOR THE PURPOSE OF VERIFYING THE CORRECTNESS OF STUB -OUTS FOR UTILITIES AND CONSTRUCTION IN RELATION TO THE INSTALL- ATION OF FOOD SERVICE EQUIPMENT, 5. RELATED WORK DESCRIBED ELSEWHERE A. PLUMBING 1) WORK OF SECTION "PLUMBING" INCLUDES SETTING OF FAUCETS AND CONN EC- TIONS TO SERVICES, INTERCONNECTIONS OF EQUIPMENT, FLOOR DRAINS IN THE VICINITY OF INDIRECT DRAIN OUTLETS, FAUCETS AND TRIM. B. ELECTRICAL 1) ALL LINE SWITCHES, SAFETY CUT-OUTS, CONTROL PANELS, FUSE BOXES AND OTHER CONTROLS, ELECTRICAL RECEPTACLES, FITTINGS AND CONNECTIONS, EXCEPT AS OTHERWISE SPECIFIED IN SECTION "ELECTRICAL". ELECTRICAL CON- TRACTOR, SECTION "ELECTRICAL", WILL MAKE FINAL CONNECTIONS TO BUILD- ING FROM ALL JUNCTION BOXES. 6. PLUMBING A. SEE PLUMBING DRAWINGS 7. HEATING, VENTILATING, AIR CONDITIONING AND EXHAUST HOODS A. SEE MECHANICAL DRAWINGS DIVISION 11 -EQUIPMENT 1. AS -BUILT DRAWINGS A. KEEP AN ACCURATE DIMENSIONED RECORD ON REPRODUCIBLE TRANSPARENCIES OF AS -BUILT LOCATIONS, AND OF WORK WHICH IS INSTALLED DIFFERENTLY FROM THAT SHOWN. 2. LOCATIONS AND ACCESSIBILITY A. CONTRACTOR SHALL FULLY INFORM HIMSELF REGARDING PECULIARITIES AND LIMITATIONS OF SPACES AVAILABLE FOR INSTALLATION OF WORK AND MATERIALS FURNISHED AND INSTALLED UNDER THIS DIVISION. DRAWINGS INDICATE LOCATION AND ARRANGEMENT OF CONDUIT, EQUIPMENT AND OTHER ITEMS AND ARE TO BE FOL- LOWED AS CLOSELY AS POSSIBLE. WORK SPECIFIED AND NOT CLEARLY DEFINED BY DRAWINGS SHALL BE INSTALLED AND ARRANGED IN A MANNER SATISFACTORY TO THE ARCHITECT. IN EVENT CHANGES IN INDICATED LOCATIONS AND ARRANGEMENTS ARE DEEMED NECESSARY BY THE ARCHITECT, THEY SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGES PROVIDED THAT THE CHANGES ARE ORDERED BEFORE THE WORK IS INSTALLED AND NO EXTRA MATERIALS OR LABOR ARE REQUIRED. 3. CLEANING OF EQUIPMENT, MATERIALS AND PREMISES A. CLEAN EQUIPMENT AND MATERIALS THOROUGHLY. LEAVE SURFACES TO BE PAINTED SMOOTH AND CLEAN, READY FOR PAINTERS. CLEAN ENTIRE PREMISES OF UNUSED MATERIALS, RUBBISH, DEBRIS AND DIRT CREATED BY WORK UNDER THIS DIVISION. 4. OPERATION AND MAINTENANCE INSTRUCTIONS A. FULLY INSTRUCT AND DEMONSTRATE TO THE OWNER'S OPERATING PERSONNEL THE PERFORMANCE, OPERATION AND MAINTENANCE OF EQUIPMENT. THE TIME ALLOWED FOR SAID INSTRUCTION SHALL BE ALLOWED FOR EACH CONTRACTOR AS PART OF THESE CONTRACT DOCUMENTS. 5. TESTING AND ADJUSTMENT A. UPON COMPLETION OF ELECTRICAL WORK, ADJUST AND TEST CIRCUITS, OUTLETS, SWITCHES, LIGHTS, MOTORS AND TIME CLOCKS TO INSURE PROPER OPERATION OF ELECTRICAL EQUIPMENT. CHECK SERVICE VOLTAGES UNDER MAXIMUM LOAD. ITEMS, FIXTURES AND PARTS IN NEED OF CORRECTION AND DISCOVERED DURING SUCH TESTING SHALL BE IMMEDIATELY REPAIRED OR REPLACED WITH NEW EQUIPMENT, AND THAT PART OF THE SYSTEM SHALL BE RETESTED. SUCH REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. DIVISION 12 - FURNISHINGS 1. NOT USED DIVISION 13 - SPECIAL CONSTRUCTION 1. NOT USED DIVISION 14 - CONVEYING SYSTEMS 1. NOT USED DIVISION 15 - MECHANICAL 1. SEE MECHANICAL DRAWINGS DIVISION 16 - ELECTRICAL 1. SEE ELECTRICAL DRAWINGS FIRE DEPARTMENT NOTES: 1. PROVIDE A MINIMUM, UNOBSTRUCTED WITDTH OF 26 FEET CLEAR TO SKY, VEHICLAR ACCESS TO WITHIN 150 FEET OF ALL PORTION OF THE EXTERIOR WALLS. FIRE CODE 902.2.1 2. ACCESS IS ACCEPTABLE AS SHOWN. 3. THE REQUIRED FIRE FLOW FOR PUBLIC FIRE HYDRANTS AT THIS LOCATION IS 2000 GALLONS PER MINUTE AT 20 PSI FOR A DURATION OF 2 HOURS, OVER AND ABOVE MAXIMUM DAILY DOMESTRIC DEMAND. 4. ALL HYDRANTS SHALL MEASURE 6"X4'X 2 �' BRASS OR BRONZE, CONFORMING TO CURRENT AWWA STANDARD C503, OR APPROVED EQUAL. HYDRANTS SHALL BE INSTALLED PER SPECIFICATION OF THE LOS ANGELES COUNTY WATER ORDIANCE NO. 7834. (TITLE 20) UTILITY MANUAL, SECTION 4.0 TO 4.6 5. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO CONSTRUCTION. 6. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHT CONSTRUCTION. 7. ON SITE PLAN: SHOW ALL EXISTING FIRE HYDRANT(S) WITHIN 300 / 600 FEET OF ALL PROPERTY LINES AND CALL OUT HHYDRANT SIZE AND DIMENSION TO PROPERTY LINES. 8. COMPLETE AND RETURN "FIRE FLOW AVAILABILITY" FORM 195 /196. 9. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. TITLE 24, SEXTION 1003.3.1.5. 10. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. TITLE 24, SECT. 1003.3.1.8. 11. WIDTH AND HEIGHT OF REQUIRED EXIT DOORSWAYS TO COMPLY WITH TITLE 24, SECT. 1003.3.1.3. 12. EXIT SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED, WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL. TITLE 24, 1003.2.9.1 13. PROVIDE EXIT SIGNS PER TITLE 24, 1003.2.8.1 14. FIRE INSPECTOR SHALL DETERMINE FIRE EXTINGUISHER REQUIREMENTS. FIRE CODE 1002 15. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF ALL BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. FIRE CODE SECTION 901.4.4. 16. COMMERCIAL DUMPSTERS OR CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN FIVE FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS AREAS CONTAINING DUMPSTERS ARE PROTECTED BY AN APPROVED SPRINKLER SYSTEM. FIRE CODE SECT. 1103.2.2. EXIT COURT TO COMPLY WITH TITLE 24, 1006.3.5. 17, PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOOR, TITLE 24 SECTIONS 1007.2.5 & 1003.3.1.9 18. PROVIDE AN APPROVED FIRE FIXED EXTINGUISHER SYSTEM FOR THE KITCHEN HOOD, DUCTS AND COOKING SERVICES. INDICATED U.L. APPROVAL, SYSTEM NUMBER, AND SUBMIT U.L. APPROVAL SCHEMATIC DRAWING TO AREA INPECTION UNIT. FIRE CODE SECTION 1006.2. 19. INTERIOR FINISH SHALL BE PROVIDED IN ACCORDANCE WITH TITLE 24 SECTION 804, AS FOLLOWS: CLASS I VERTICAL ENCLOSURES; CLASS II CORRIDORS; CLASS III ROOMS. 20. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL TO COMPLY WITH FIRE CODE SECTION 1103.3.3 21. COMPLY WITH POSTING OF ROOM CAPACITY. FIRE CODE 2501.16.1 TITLE 24, SECTION 1007.2.6. 22. THE MAXIMUN OCCUPANT LOAD FOR AN ASSEMBLY USE SHALL NOT EXCEED THE OCCUPANT LOAD AS DETERMINED IN ACCORDANCE WITH TITLE 24 SECTION 1003.2.2, TITLE 1003.2.2, TABLE 10A. 23. KNOX BOX SYSTEM SHALL BE INSTALLED ON THE OUTSIDE OF THE BUILDING. PLANS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, 24. FIRE DEPARTMENT CONDITIONS FOR DEFERRED SUBMITTALS: DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH THE NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. REVIEW SHALL INCLUDE BUT NOT BE LIMITED TO POINT LOADING, SEISMIC DESIGN REQUIREMENTS, HAZARD ANALYSIS, AND EXITING. IT SHOULD BE NOTED THAT FIRE DEPARTMENT PLAN APPROVAL WOULD NOT BE GRANTED UNTIL ALL LIFE SAFETY PORTIONS OF THE PLANS HAVE BEEN RECEIVED, REVIEWED AND APPROVED BY THE BUILDING AND FIRE DEPARTMENTS. ADDITIONAL COMMENTS THAT EFFECT OTHER TRADES MAY BE REQUIRED AS DEFERRED SUBMITTALS ARE RECEIVED. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING AND FIRE OFFICIALS. 25. OFF SITE MONITORING OF THE FIRE SPRINKLER SYSTEM MUST BE PROVIDED. 26. PROVIDE KITCHEN HOOD FIRE SUPPRESSION SYSTEM SHOP DRAWINGS AND SUBMITTALS FOR REVIEW AND PERMITTING BEFORE INSTALLATION. 27. INTERLOCK KITCHEN HOOD FIRE SUPPRESSION AND FIRE SPRINKLER SYSTEMS TO FIRE ALARM PANEL. 28. FDC (FIRE DEPARTMENT CONNECTION) FOR FIRE SPRINKLER SYSTEM MUST BE REMOTE FROM BUILDING. 29. PROVIDE REMOTE FIRE ALARM ANNUNCIATOR PANEL AT MAIN ENTRANCE EXA\ Q N cn a o 0 0 G���T CH I NEs� Q PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: „Ihckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HENRY C. KLOVER SIGNATURE: - DATE: 16.1A / LI E # 21613 PANDA EXPRESS EAGAN PROMENADE OO 1270 PROMENADE PLACE (� SUITE 150 • EAGAN, MN 55121 Q r W SP_l W 02 I..L 0 SPECIFICATIONS C G 1 .a CONTRACTOR TO VERIFY INSTALLATION METHOD AND HARDWARE WITH CANOPY MANUFACTURER. X 4-3/4" A307 Gr.4.6/S galvanised _E E H.D. bolts with nuts and Non -shrink o levelling nuts - Cog 315/16" grout a, M Bolt projection to suit level °O of top of paving, tiling, etc N NATURAL GROUT 4-N16 vertical R1/4" helix at 11 13/16" pitch 11e01'5 11/16 Elevation 51 /2" Plan CANOPY FOOTING DETAIL O SCALE: NTS M PULL R ESS Z`J PATIO FURNISHINGS PROVIDED BY PANDA AND INSTALLED BY G.C. RE: K-1.0 — BIRDAIR FIXED BASE UMBRELLA RE: 3/A-0.1 FOR FOOTING DETAIL 0 l//lam/////ice/J ENLARGED PATIO PLAN 2) 1 4SITE PLAN N ` SCALE:1 /4" = 1'-0" SCALE: 1 = 20 _ n PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing aro the property of Panda Express Inc. and were created for use on this specific project. None of these Ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: PJ/ rhIckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MININ-ESOTA. PRINT NAME: HENRY�G. K ER SIGNATURE: p -7 DATE: M -IA -01 VINSE# 21613 PANDA EXPRESS M EAGAN PROMENADE Q oM W 1270 PROMENADE PLACE_r—(V E 150 EA AN, 5 Q r A�On 1 W SITE PLAN AND ENLARGED PATIO PLAN G W ofy%/� l % � %%/ / /� l//lam/////ice/J ENLARGED PATIO PLAN 2) 1 4SITE PLAN N ` SCALE:1 /4" = 1'-0" SCALE: 1 = 20 _ n PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing aro the property of Panda Express Inc. and were created for use on this specific project. None of these Ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: PJ/ rhIckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MININ-ESOTA. PRINT NAME: HENRY�G. K ER SIGNATURE: p -7 DATE: M -IA -01 VINSE# 21613 PANDA EXPRESS M EAGAN PROMENADE Q oM W 1270 PROMENADE PLACE_r—(V E 150 EA AN, 5 Q r A�On 1 W SITE PLAN AND ENLARGED PATIO PLAN G W 1 1) FINISH SCHEDULE A10-FS09 06/08/09 FINISH NOTES FUR OUT WALL SPANDREL GLASS C HIGH 12 4-4.3 PAST COLUMN THIS SECTION CONC. CURB BY L•L RE: 12/A-3.1 D2 ROOM NAME FLOOR BASE WALL CEILING 1. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. 100 DINING ROOM6 T-90 / T-92 T-96 6"x24" PORCELAIN TILE P -9E PAINTED GYP. BD. C1 2'x2' ARMSTRONG, SEPIA - ... -... x24" TILE T-93 T-98 12" X 24" BLACK TILE #PN91311 C3 GYP. W/PAINT A. APPLY ONE 1 COAT - __ :o 6"x24" ACCENT TILE BEV. COUNTER PRIMER -SEALER. B. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED M F.S. �' F.S. o . -- ®I �, FD 7 100A ENTRY T 90 1 T-92 T-96 6"x24" PORCELAIN TILE P -9E PAINTED GYP. BD. C1 2'x2' ARMSTRONG, SEPIA VESTIBULE " " 6"x24„ TILE T-93 COVE BASE FOR SERVING " " T-98 12 X 24 BLACK TILE #PN91311 SURFACES. SEE SCHEDULE ON PLANS 1 3'-8 1 /2"'-6" 6'-0" ' " 2 -0 7 % 6"x24" ACCENT TILE BEV. COUNTER C3 GYP. W/PAINT FOR COLOR AND TYPE. e lo WOMAN S i RESTROOM N 101 SERVING QT 6"x6" CONT. QUARRY TILE QT2 6"x6" CONT. 3/8" RAD. MIN. KITCHEN EQUIP ON ( T -95Y 8" X 13" PORCELAIN TILE C3 GYP. BD. W/ P-9As 2. ALL INTERIOR GYPSUM BOARD TO 3/A-4.2 I W4 107 AREA QT1 IN HIGH TRAFFIC AREA 6" NSF APPROVED LEGS SMOOTH WASHABLE PAINT RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM BOARD UNDER FRP OR KITCHEN MOP INK `n PREP p o' 104 RE' III/A-3.0 o0 0 7 " " �� " �� 0�)KITCHEN QT 6x6 CONT. QUARRY TILE QT2 6x6 CONT. 3/8 RAD. MIN. KITCHEN EQUIP ON WP3 S.S. BEHIND COOK LINE C2 2X4 SUSP. GRID STAINLESS STEEL SHALL ONLY BE FIRE .I „ W4 'HIGH QT1 IN HIGH TRAFFIC AREA ( 6" NSF APPROVED LEGS WP1 FRP PANEL WASHABLE VINYL COATED GYP. BD. PANELS TAPED AND SANDED. ALL INTERIOR GYPSUM BOARD TO BE TRUE AND LEVEL. '-11" 6 I' 4_ �• CONC. CURB � RE': 12/A-3.1 , D3 KITCHEN 104 QT 6"x6" CONT. QUARRY TILE QT2 6"x6" CONT. 3/8" RAD. / WP1 FRP PANEL C2 2'X4' SUSP. GRID PREP. QT1 IN HIGH TRAFFIC AREA MIN. KITCHEN EQUIP ON WASHABLE VINYL COATED GYP. BD. PANELS 3. GYPSUM BOARD SHALL EXTEND A _. W1 N W4 O 6" NSF APPROVED LEGS MINIMUM OF 6 ABOVE LAY -IN CEILING CEILINGSYSTEMS OR UP TO GYPSUM BOARD SPANDREL GLASS 7 -1 D3: THIS SECTION BY L. L. 0�)WALK-IN QT 6"x6" CONT. QUARRY TILE SS/ALUM. W/ 3/8" RAD. EXT S.S. ALUM/GALV. STL COOLER QT1 IN HIGH TRAFFIC AREA INT, ALUM/GALV. STL 4. GRILLES TO REMAIN FACTORY WHITE. VE FY W/, K E.C. a MEN , 105 WALK-IN GALV. STL. SS/ALUM. W/ 3/8" RAD. EXT S.S. ALUM/GALV. STL ..RESTROOM - co 106 FREEZER INT, ALUM/GALV. STL 5. ALL FLOORS SHALL BE SMOOTH AND cv W5 .I LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO - w Y I °' WREEZER 9/A-3.0 106 MEN'S T-92 T -92B 6" X 8" T -95R 8" X 13" PORCELAIN TILE C3 GYP. BD. W/ P-9As ROOM 6"x24" TILE PORCELAIN TILE W/ 3/8" RAD. COVE T -95W 8"X 13" PORCELAIN TILE SMOOTH WASHABLE PAINT FLOOR DRAINS. THE SURFACE SHALL BE cD I 105A ELEC. PANELS g ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION > WALK-IN FREEZER 18/A-3.0 PROVIDED BY OWNS t ............... ....... ......... INSTALL BY G.C. 107 WOMEN'S T-92 " T -92B 6 X 8 „ �� T 95R 8 X 13 PORCELAIN TILE " T -95W 8 X 13 PORCELAIN TILE C3 GYP. BD. W P 9As / SMOOTH ROOM 6"x24" TILE PORCELAIN TILE W/ WASHABLE PAINT 3/8" RAD. COVE OF ALL WALL OR CEILING ACCESS . , tip:_._.__ PANELS WITH THE ARCHITECT. ��- 01 7/A-3.0 8/A-3.0 04 RESTROOM O108 T -go T-96 6"x24" PORCELAIN TILE P -9E PAINTED GYP. BD. C1 2'x2' ARMSTRONG, SEPIAJH VESTIBULE 6"x24" TILE T-98 12" X 24" BLACK TILE #PN91311 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PAINTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR STAINLESS STEEL. 1 a) w Y. I F.S. ■ ' W4 3'-7" F.S. WALK-IN Y N COOLER DOOR SCHEDULE A10-DS08 06/08/09 N0. MANUFACTURER MFG # SIZE FRAME FACE/EDGE THK. CORE LITE RATE HDW OGLASS D1 DOOR ALUMINUM 6'-0"x7'-0" ALUM. CLEAR ALUM. SAME AS 1 3 4 GLASS GLASS - HW -1, GC TO PROVIDE PANIC STOREFRONT WINDOW FRAME LOCK IF REQ. PER CODE 8. PROVIDE STIFFENERS, BRACING, BACK-UP Ld w > o \ 105 i LO I WALK-IN COOLER D1a GLASS DOOR ALUMINUM 3'-0"x7'-0" ALUM. CLEAR ALUM. SAME AS 1 3 4" � GLASS GLASS - HW -2 FOR ENTRY AIRLOCK � STOREFRONT WINDOW FRAME VESTIBULE PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. ALL MECHANICAL i PROVIDED BY OWNER, INSTALL. BY G.C. w BASE INE OF DRINK > D2 O EXISTING - - - - - - - - _ EQUIPMENT SHALL BE PAINTED AND SCREENED FROM VIEW BY MASONRY STATION (PROVIDED �� ^,....� I BY OWNER, INSTALLED „ 9 10 �DASHLINE BY G.C.) WOOD D3 GCD-PLAIN DOOR -GRAHAM SLICED SELECT 3'-0"x7'-0" HOLLOW METAL, CECO DU(SQ)-18 CRS -3070 S.C. WD MAPLE FIN. 1 3/4" PARTICLEBOARD CORE, UREA -FORMALDEHYDE - - HW -4, FOR SINGLE OCCUPANT W/ CLR. SEALER WALL OR A ROUND -TOPPED WIRE MESH = WHITE MAPLE CLR COATED PAINTED FREE ENCLOSURE, PAINTED TO MATCH THE ADJACENT WALL. o O VERIFY IW/ K.4.C. 1 INDICATES SOFFIT W8 I ABOVE, TYP. HARDWARE SCHEDULE r �atv�G 7a v �a rr t7 or t'� INSTAL l Fp AND FURNISHED BY. G.C. 9. ALL EXISTING SURFACES SHALL BE O = 12 �� �1 �� -9 3 3 4'_3„ 8'-6 1/2" SET HINGES CLOSERS PUSH/PULL LOCKSET STOPS THRESHOLD ADA SIGNAGE VIEWER KICKPLATE SILENCERS HW -1 McKINNEY, MPB91 YALE 4.5X4.5 NRP 32D YMDC2501 TJ ( ) McKINNEY OP9014 X 12HD 628 EXIT DEVICE ADAMS RITE 8601C 628 INACT. 86030 X 8650 628 ACT. McKINNEY DS30 626 McKINNEY MCK2005AT - - - - INSPECTED AND ALL NECESSARY 1 I D2 IF PANIC EXIT REQ. X 689 YALE CYLINDER (1) 1194 X 1160E x 626 2 1194 X 1160L X 1134-.750 X 626 MCK346C PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. Q, 1 o ow � v ® _ F.S. I I CV I I \ HW -1 McKINNEY, MPB91 YALE McKINNEY DEADBOLT: ADAMS RITE MS1851SW X 4016 X 4085 z 4089 x 2) MS4043 628 McKINNEY McKINNEY - - - - LOCKABLE 4.5X4.5 NRP 32D YMDC2501(TJ) X 689 OP812 X 12HD X 16HD 628 YALE CYLINDER (2� 1194 X 1160L 626 DS30 626 MCK2005AT MCK346C 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND o O KITCHEN \ N 103 I �ELEC. FLOOR Q STUB. i� HW -2 McKINNEY, MPB91 YALE McKINNEY McKINNEY - - - 4.5X4.5 NRP 32D YMDC2501(TJ) OP812 X 12HD X DS30 626 LIGHTING IN ALL AREAS. _ 1 - j I X 689 16HD 628 11. ALL FLOOR MATERIAL CHANGES SHALL I I _ = C4 - 04 _ °' HW -3 McKINNEY YALE - EXIT DEVICE YALE YME2100 X 217F McKINNEY McKINNEY - PEEK -0 McKINNEY KP38 - IF PANIC EXIT REQ. MCK-25HD X CL UN14410 X 689 YALE CYLINDER (1) 1193 x 1765 x 626 EXIT ALARM: YALE SDA16-1 X YALE CYLINDER 2196 X 2160 X 1762 260 WS 630 MCK2005AT, MCK303AS MCK315CN, MCK346C #595 10' X 2' LDW 630 OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE - p I cv °0 i� = a = HW -3 McKINNEY YALE LOCK SET: YALE AUR YMM 112-2 X 2196 626 LATCH GUARD: McKINNEY LP01 US32D McKINNEY McKINNEY PEEK -0 McKINNEY KP38 - MCK-25HD X CL UNI4410 X 689 EXIT AURAL: YALE SDA16-1 X YALE CYLINDER WS02 630 MCK2005AT, MCK303AS X595 10' X 2' LDW FINISH SCHEDULE SHALL EXTEND UNDER WRAP COLUMN o -_ I 2196 X 2160 X 1762 26D MCK315CN, MCK346C 630 ALL EQUIP. AND COUNTER AREAS. W/ S.S. (WP -2) O O - SERVICE -EA McKINNEY McKINNEY-BLACK - McKINNEY KP38 McKINNEY HW -4 McKINNEY YALE - PRIVACY LOCK X 497 626 S1M BLACK I 101 MPB79 4.5X4.5 26D YMDC2501 X 689 YALE AU YMCL 102 X 693 WS02 630 HCLAVO1-M HCLAVO1-W 10' X 2' LDW 630 BOTH SIDES 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. _ °' o Of - T. D. - I - 2'- C Co1 ( I 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH LOCALLY ADOPTED CODES. AT "THESE STOREFRONT DOORS WITH KEYED LOCK, G.C. SHALL COMPLY WITH IBC 2006-1008.1.8.3 AND PROVIDE A READILY VISIBLE SIGN ON OR ADJACENT TO THE DOOR STATING DOORS 00 I o0 F.S. Q TO REMAIN UNLOCKED DURING BUSINESS HOURS." AS REQUIRED BY LOCAL CODE. v I Oil 2. HW -2 IS USED ONLY ON PROJECTS WITH AN ENTRY AIRLOCK VESTIBULE 3. G.C.SHALL PROVIDE ADEQUATE BLOCKING / REFINFORCING BEHIND WALL TO SECURELY ANCHOR WALL STOPS. 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE o p LU I I r S.S. OUTLET PANEL L _ J • - RE: 2/F-1.0 / Hardware Finishes: US28/628-Dull Aluminum US26D/626-Dull Chrome US32D/630-Dull Stainless Steel 689 -Sprayed Aluminum RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF00 = o W4 I - 1 SOFFIT WALL PANEL SCHEDULE A10-WPS09 05/15/09 AMERICA (CURRENT ADDITION). 15. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 2 LAYERS OF 5/8" TYPE -X GYP. BRE: BEHINDD. 12, 6/A 3.0 ABOVE SHOWN 3'-7" 6'-0" - 4'-3" ,r DASHED FOR SPACIAL 7 / !' CLARITY PRE -FABRICATED COUNTER W3 % COUNTER PROVIDED BY ❑ NO MANUFACTURER DESCRIPTION MFG # COLOR FINISH REMARK WP1 CRANE COMPOSITES INC. THICKNESS: .075 LBCS.14 #636 (LIGHT GRAY), SM/SM TEL: 425.260.3495 (WADE WARFORD) WP2 - S.S. PANEL (22 GA) - BRUSHED FINISH FURNISHED BY OWNER, INSTALLED BY G.C. WP3 - S.S. PANEL 24 GA ( ) - RIBBON FINISH 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE- SURFACE CONDITIONS THAT EXIST FOR -I ao / PANDA, INSTALL BY G. C. 7A/A-4.2 _" i / RE: 2/A-3.0 SPECIAL SURFACE SCHEDULE THEIR WORK. IF ADEQUATE SURFACE j CONDITIONS DO NOT EXIST THE NO MANUFACTURER PRODUCT MFG # STAIN / COLOR FINIISH REMARK SUBCONTRACTOR SHALL NOT PERFORM �= 4'-10 1/2"' GRANITE (SLAB) --- MADURA GOLD POLISHED IC COUNTER, TABLE TOP & RINK STATION COUNTER TOP THEIR WORK UNTIL THE CONDITION IS CORRECTED. 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 1 WALL SCHEDULE A10-WS09 02/10/09 18. ALL TILE DIMENSIONS ARE DESIGNED TO 7'-7 / 2" NO. DESCRIPTION LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL QUEUE PANEL f <@>EXISTING DEMISING WALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS SUPPLIED BY PANDA & INSTALLED BY G.C. z 6' 20GA. MTL. STUD FURRED WALL W/ 5/8" TYPE "X" GYP. BD. ON INTERIOR SIDE (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF I TYP. 2- s ws 3 5/8" 20GA. MTL. STUD FURRED WALL W/ 5/8" TYPE "X" GYP. BD. ON INTERIOR SIDE (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. DINING o I ROOM a 3 5/8- 20GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) / w5 6' 20GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) 19. G.C. TO PROVIDE/INSTALL STAINLESS W 1 } 3/A-4.0 Ll ws 3 5/8" 20GA. MTL. STUD LOW WALL W/ 5/8" GYP. BD. BOTH SIDES (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) STEEL CORNER GUARDS IN KITCHEN/STORAGE AT ALL EXPOSED I ; VV " " �� �� 1 1/2 20GA. MTL. STUD FURRED WALL W/ 5/8 TYPE X GYP. BD. ON INTERIOR SIDE (SEE A-4.0 TO 4.3 FOR HEIGHT, FINISH, & DETAIL) CORNERS. TYP. I W8 3 5/8" 20GA. MTL. STUD WALL W/ WP3 FINISH OVER (2) LAYERS OF 5/8" TYPE "X" GYP. BD. ON INTERIOR SIDE (SEE A-4.3) INTERIOR PAINT SCHEDULE A10-IPS09 06/15/09 NOTE: G.C. TO INSTALL MIN. 3 1/2" NON-COMBUSTIBLE MINERAL FIBERGLASS BATTS SOUND INSULATION AT ALL RESTROOti PARTITIONS AND CEILINGS. O 00 j in 112'-10 1/2" NEW ALUMINUM STOREFRONT VESTIBULE " G.C. TO MATCH EXISTING G.C. TO INSTALL D. TYPE "X" GYP. BD. ON D1a D1a INTERIOR SIDE OF VESTIBULE - EXTERIOR WALLS. TYP. 10 AA 4 W3 W3 SIM c�1 3 A-4.1 3' 0" r` NO MANUFACTURER MFG # COLOR FINISH REMARK P 9A BENJAMIN MOORE OC -30 (WHITE) GRAY MIST WHITE EGGSHELL LATEX SERVICE AREA CEILING P 9As BENJAMIN MOORE OC -30 GRAY MIST (WHITE) SEMI -GLOSS KITCHEN AND RESTROOM CEIILNG, P 9B BENJAMIN MOORE 2080-20 CONFEDERATE RED EGGSHELL, LATEX ROUND SOFFIT P 9C BENJAMIN MOORE 2014-20 RUMBA ORANGE EGGSHELL, LATEX SOFFIT, & PROJECTION EDGE ® SERVICE LINE P -9D BENJAMIN MOORE 2018-40 NACHO CHEESE (YELLOW) EGGSHELL, LATEX MENU BOARD WALL, UPPER SOFFIT WALL NOTE: -ALL EXTERIOR ARCHITECTURAL DIMENSIONS ARE TO FACE OF STUDS. P 9E DUNN EDWARDS DE 5270 APPLE CIDER EGGSHELL, LATEX INTERIOR DINING AREA PERIMETER WALLS P 9F BENJAMIN MOORS 2 132-10 BLACK SEMI -GLOSS BATHROOM DOOR FRAMES -ALL INTERIOR ARCHITECTURAL DIMENSIONS ARE TO FINISH SURFACE AS SHOWN BELOW: DIM. STARTS DIM. STARTS `'I � -F- FUR_ OUTWALL---- -0 �"L PAST COLUMN js Y N Of zo P 9H BENJAMIN MOORE AC -36 SHENANDOAH TAUPE EGGSHELL, LATEX BACK DOOR, INTERIOR SIDE TILE SCHEDULE (SEE SHEET SC U WALL LEGEND w wU� x w w NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER --INSTALLED BY G.C.: 1. WP3 PANELS EXISTING EXTERIOR WALL O 4'-6" 21'-6" 1'- °• 2. PANEL DIVIDERS AT WP3 3. WALL END CAP AND HEADER AT WP3 1< NEW INTERIOR WALL 4. INSIDE CORNER AT WP3 TO WP2 5. FLASHING AT TOP OF BASE AT WP3 K LOW WALL FLOOR PLAN /N 6. 4' WP2 PIECE AT END OF HOOD ALL OTHER STAINLESS STEEL BY G.C. _ WALK-IN BOX PANEL " SCALE: 1 /4"=1'-0" EXp\ O��N PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH b':T 1 10 a PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: P////, NhIlckloverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HEN SIGNATURE: DATE: 0• • 0 LICYNk # 21613 PANDA EXPRESS EAGAN PROMENADE 1270 PROMENADE PLACE SpC�T n FLOOR PLAN M 00 N CDr W Lij W 0 - 4 LIGHTING FIXTURE SCHEDULE PROVIDED FOR INFORMATION ONLY. VERIFY AND INSTALL PER ELECTRICAL DRAWING 06-03-09 INTERIOR LIGHTING L1 m Ll FLUORESCENT LIGHTING FIXTURE, 2'x4', 120V WITH ONE ELECTRONIC BALLASTS AND7 T-8 LAMPS. EXTRUDED VIRGIN ,.................., •. J rV 1 A — _ \ O.:.................... P LIGHTOLIER FIXTURE: XP2GVA232UNVHI T8 F32T8ADV830EWALTO28WATT 2x28W KITCHEN CEILING LIGHTS. FURNISHED BY OWNER FURNISHED BY MAX LENGTH & SIZE SEE LENS. BAKED -ON WHITE ENAMEL FINISH. ATTACHED NOTE PRESSURE FIT CENTER OF CONDUIT. (USE WARM WHITE 3K) FRAME IN KIT: 1002P1 PAR 30 3000K 15W OWNER T -BAR CEILING RECESS MOUNTED L17A LIGHTOLIER T8 KITCHEN CEILING NIGHT LIGHTS. L1A \118J COMPACT FLUORESCENT FLUORESCENT LIGHTING FIXTURE, 2'x4', 120V WITH TWO ELECTRONIC BALLASTS AND 2 FIXTURE: XP2GVA232UNVH1 F32T8ADV830EWALTO28WATT 2x28W FURNISHED BY OWNER. AT EA. T-8 LAMPS. EXTRUDED VIRGIN 26W, MED BASE, ACCENT LIGHTING (USE WARM WHITE 3K) L18 L1A [(AT LOAD MIN.) 3 LENS. BAKED -ON WHITE ENAMEL FINISH. SCREW-IN CFL FURNISHED BY OWNER ------------- / L75 L3 11 �p 'L3' EMERGENCY LIGHT, DUAL HEAD WITH BATTERY PACK, 120V, BLACK COLOR 3 JUNO, NAVILITE, NIBLHO THERMOPLASTIC EMERGENCY LIGHT 2X5.4 WATT LAMPS SUPPLIED W/FIXTURE FURNISHED BY OWNER 20 ® UNIVERSAL MOUNT EXIT SIGN, LED LIGHTED, 120V WITH BATTERY PACK, 2 FACE, GREEN LETTER 3 JUNO, NAVILITE, NXPB3GBL THERMOPLASTIC LED EXIT LIGHT IXTURE SUPPLIED W/ LED LIGHTING FURNISHED BY OWNER 6A 23 L6A HOOD LIGHT g FURNISHED & INSTALLED BY EQUIPMENT SUPPLIER F14EL / A19 3000K ELEC. CONTRACTOR TO DO WIRING IN HOOD 6 B W20V. $"COOLER FLUORESCENT LIGHT, 3 FXTOURE: #1810F00048 2x32W FURRNISHED BY L® 17 0 DOWNLIGHT, RECESSED COMPACT FLUORESCENT ,.................., •. J rV 1 A — _ \ O.:.................... P CONDUIT FALLS IN BETWEEN LIGHTOLIER WESTINGHOUSE FURNISHED BY MAX LENGTH & SIZE SEE RUN WIRE THRU ATTACHED NOTE PRESSURE FIT CENTER OF CONDUIT. 65 FRAME IN KIT: 1002P1 PAR 30 3000K 15W OWNER 15 L17A FIRST POINT WITHIN 6'-0" OF L3 PERIMETER WALLS PER UBC STD REFLECTOR.:1013 TRIM: NM COMPACT FLUORESCENT PREDRILLED SLOTS IN 1 RUNNERS & AROUND PENDANT LIGHT, COMPACT FLUORESCENT BOTTOM OF CONDUIT AT EA. BESA V SERIES PENDANT, TARA 26W, MED BASE, ACCENT LIGHTING 26 L18 .------- P J [(AT LOAD MIN.) 3 1VT-4127MA-BK SCREW-IN CFL FURNISHED BY OWNER ------------- / L75 ALCYON GLASS RING MR16 TRACK HEAD ---..3.. . 9 -- ---- ---- SYLVANIA 7W IR MR16 FL35(OR EQ.) ACCENT LIGHTING 37 0 L17A FIXTURE: 220R6BK cV FURNISHED BY OWNER 1739 ® PENDANT LIGHT FOR CHINESE LANTERNS g LIGHTOLIER, FORECAST, F5107-19 13W GU24 BASE, A LAMP SHORTEN CORD IN FIELD DECOR 7A ,. FURNISHED BY OWNER MP o MONOPOINT FIXTURE, BLACK g LIGHTOLIER, 6190 BK, WITH 0 _0�_ FURNISHED BY OWNER . MID WITH 18" EXTENSION L 17A LJ....,; l 6074 BK (18" EXTENSION) Ld ® CEILING SCHEDULE - .P ............................ CEILING SCHEDULE 0. -.Ll 7A NO MANUFACTURER DESCRIPTION oa_ MATERIAL FINISH FC -11 ARMSTRONG 2' X 2' SUSPENDED T -BAR GRID CUSTOM #PN91311 COLOR: SEPIA •:, N.P CEILING SYSTEM 2' X 4' SUSPENDED T -BAR GRID "VINYL ROCK" VINYL - CLAD SMOOTH & WASHABLE - WHITE C2 USG CEILING SYSTEM P GYP. BD. PANELS -4 .. L17A 0 MONOLITHIC CEILING --------------- 5/8" GYP. BD. SMOOTH PAINT - WHITE & WASHABLE E-31 GOLD BOND ON METAL FRAMING GENERAL CEILING PLAN NOTES 1.) LOUVERS, AND PANEL FRONTS SHALL BE SPRAY 6.) LOCATE ALL LIGHTS AND CEILING REGISTERS SYMMETRIC - PAINTED TO MATCH ADJACENT SURFACES, INCLUDING ALLY CENTERED OVER DOORS, WINDOWS OR BAYS OF FACTORY FINISHED ITEMS. NO BRUSH PAINTING OF CEILING DESIGN AS INDICATED. L17A THESE ITEMS WILL BE PERMITTED 7.) EXIT LIGHT 14" MUST HAVE BACKUP POWER 2.) ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH ONE COAT OF SEALER AND FOLLOWED BY TWO COATS 8.) FOR ALL REGISTERS AND DIFFUSERS SEE "M" DRAWING. PER PAINT FINISH WITH SMOOTH FINISH. 9. FOR ALL ELECTRICAL LIGHTING FIXTURES SEE "E" 3.) FOR DETAILS NOT CALLED ON REFLECTED CEILING DRAWINGS. PLAN, SEE INTERIOR ROOM ELEVATIONS. 10.) CONTRACTOR TO INSTALL PX SUPPLIED FLUOR. TUBE LAMPS 4.) REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS OF ALL CEILNG HEIGHTS. 5.) CEILING HEIGHTS SHOWN ARE FROM FINISHED CEILING SURFACE TO FINISH FLOOR * QUANTITY VARIES BY LOCATION LIGHTING GENERAL NOTES 1. ALL FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC BALLASTS 4. CONTRACTOR TO INSTALL ALL LIGHTING FIXTURES INCLUDING OWNER -FURNISHED WITH 20% OR LESS THD. FIXTURES. 2. CONTRACTOR TO PROVIDE ALL REQUIRED HARDWARES, BRACKETS, 5. ALL FIXTURE BALLASTS SHALL BE U.L. LISTED. LAMPS, TUBES, ...ETC. FOR A COMPLETE INSTALLATION. 6. LIGHTINGS AT FOOD AREA ARE AT LEAST 20 FOOT-CANDLES IN BRIGHTNESS AND 3. ALL LIGHTING FIXTURES SHALL BE PERMANENTLY ATTACHED TO THE ARE SHATTERPROOF OR HAVE SHATTERPROOF GUARDS. CEILING PER N.E.C. 410-16(C). NOTE: PROVIDE 4 VERTICAL WIRES (ATTACHED TO MAIN RUNNERS) WITHIN 3" OF EACH CORNER OF EACH FIXTURE. """'^r2 WIRE BRACING. MIN HANGER D OPP. CORNER KT. WEIGHING HAN 56 LBS. " , , , ....E SEE ELECTRICAL DWGS FOR SPECS. PROVIDE SCREWS OR CLIPS & FASTEN FIXT. TO T -BAR. LIGHT FIXTURE DETAIL 3 SCALE: NTS ROOF STRUCTURE- PROVIDE L6A BLK'G AT BOT. OF TRUSSES WHEN ,.................., •. J rV 1 A — _ \ O.:.................... P CONDUIT FALLS IN BETWEEN --T- 2 ' CONDUIT COMPRESSION STRUT MAX LENGTH & SIZE SEE RUN WIRE THRU ATTACHED NOTE PRESSURE FIT CENTER OF CONDUIT. BETWEEN ROOF STRUCT. & CONNECT TO ROOF CEILING MAIN RUNNER AT STRUCT. WITH EYE 12'-0" O.C. EA. WAY WITH LAG SCREW FIRST POINT WITHIN 6'-0" OF L3 PERIMETER WALLS PER UBC STD WRAP WIRE THRU 25-2 (1991 ED) PREDRILLED SLOTS IN RUNNERS & AROUND PERIMETER WIRE BOTTOM OF CONDUIT AT EA. P TERMINATION 4-12 GA. GUY WIRES POINT 200 LB. DESIGN .------- P J [(AT LOAD MIN.) �78" MAX. / ACOUSTICAL CROSS RUNNER CEILING BOARD AT 2'-0" 0. C. FACE OF WALL MAIN RUNNER AT 4'-0" 0. C. SEISMIC CEILING DETAIL ng SCALE: NTS 1_04J PREP AREA 0 9'-6" A.F.F. STAINLESS STEEL ENCLOSURE FROM TOP OF WALK-IN TO BOTTOM OF CEILING BY G.C. FABRICATION DIMENSIONS SHALL BE FIELD VERIFIED TO MATCH WALK-IN DIMENSIONS NO CEILING WORK ABOVE WALK-IN UNITS. TYP. KITCHEN EQUIP. LIGHT FIXTURE PROVIDED BY MNFR. WIRING BY� ELECTRICIAN RE: ELEC. n 103 KITCHEN C2 O 0 9'- 6A.F.F. CLOSE SPACE BETWEEN HOODS W/ S.S. S.S. ENCLOSURE FROM T.O. EXHAUST HOOD TO B.O. CEILING BY G.C., FABRICATION DIMENSION SHALL BE F.V. TO MATCH HOOD DIMS. 103 MENU BOARD SOFFIT (p -9D) �' v —u @ a - a A.F.F. — 101 SERVICE AREA SOFFIT —�� 100A ENTRY VESTIBULI `'' �1 ® 12 -0 A.F.F. CEILING START POINT J D `J ---------- -- ,------------------------------ L6A O 3'-7" 0 I L6A ,.................., •. J rV 1 A — _ \ O.:.................... P ��L17A --T- 2 ' L17A 3 1/2"_____ ..:' Lo I. I - - O _ ...... .......... ': ' .......... EQ EQ L3 L6A L17A . L1A P L6A r ---­­--- .. - .------- P J ------- 0 ---- / Q N ------------- / .. IL ---..3.. . -- ---- ---- i 0 L17A cV - r� ....................... ° ............................. L17A 7A ,. EQ . EQ. . 0 _0�_ . . ; ....... ..................... L17A L 17A LJ....,; l J Ld ® - .P ............................ I/ 0. -.Ll 7A 1 , 8, — oa_ _17A 17A i J . ----- . •:, N.P L17A / P -4 .. L17A 0 ---------- --------------- % .. L17A Op .............................. 0 9� L17A ---------- -- ,------------------------------ L6A O 3'-7" 0 I L6A ,.................., •. J rV 1 A — _ \ O.:.................... P ��L17A --T- 2 ' L17A 3 1/2"_____ Lz 0 L17A ---------------- h L17A 0. L17A -------- - W L17A J O / P ,� L1A U L17A. �/ SIT `'/ Q Ll 7A O------ i ; •.0 `° 0 _O L 1 A ...... .......... ': ' .......... Or- L17A� Ln,. 's O .......... 0 L17A L3 L6A L6A 4 —5 1 7A /! L6A r ---­­--- .. - .------- P J ------- 0 ---- 0�S 0 V__ -j t L17A / �� L17A ? - O N20 Ll 7A 1 I L17A �j N / i......--------------------------- _C14 0 ------------------ =. O i 3 II I Ll 7A 0 i 0 0 L17AL17A L17A ---------------- -� rr............. P -L17A i --------------------------------------------j...................,..........------------------------- - - ----------- I 01 10; 0 I ......L17A : L17A i 0 .. ?L17A .{s$r� ? J - - - - .............. - -- -- --- ­­ -------- \ 0 L17A' I ,�'p ....... L79 3 - 0 L779 1 ;� L17A I L7g , 79 ---- -- ---� --- ---- ® !0 N 0 d L17AI Li 7A L17A I — �-................................................. ? ........... 0 ' I L17A......I.......... ..... .................. ................... ............ ............... . '"... 0 �L4 3 ?......:., i L17A 1 L17A L17A L3 i _ L17A ....................... .. O O I - IL17A jL17A ......---N-- .---------------------------- ' 0 _1 7A 0 L17A o� ...... .. L7�.. o- 0� L79 L79 O IXL17A 0 Ll 7A i 0 0 L17A L17A wmy _I z_ I.- CK Jz0 L I_ 3'-31 IJ w o CEILING START 0 L17A 0 L17A 0 Ll 7A ..L1S L17A L18 0 L17A ------------ 2'-4" ......... 2' 4" 7.11111 K L18 WOMEN'S ROOM 107 0 7 -10 A.F.F. CONT. SINGLE STROKE WHITE LED ® T.O. RESTROOM MEN'S ROOM 11K ® T-10 A.F.F. -9As WINDOW CEILING 100 ® 13'-6" A.F.F. P -9A WINDOW SOFFIT F 100 DRUM SOFFIT 100 C3 ® 10 -6 A.F.F. P -9B WINDOW CEILING 100 E3: ® 13'-6" A.F.F. P -9A WINDOW SOFFIT 100 ® 11'-10" A.F.F.(D nr) C3 CONT. SINGLE STROKE RED LED ® T.O. SOFFIT RE: 19/A-3.0 SERVICE AREA 101 ® 10'-0" A.F.F. r1 C3 DINING AREAIL1_00jl ® 12'-0" A.F.F. C1 CENTER OVER BOOTH, TYP. �N REFLECTED CEILING PLAN 1 P EX,o O U) r� e O v' � 0 r G o Gp <110 SFT CNESS HI PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 00111 %% Nhilckioverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HENRY L KLC�0✓1'/ SIGNATURE: PANDA EXPRESS EAGAN PROMENADE O M W 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q W �l . �W/ L.L 1 REFLECTED CEILING PLAN io ��L17A 7A /! r I / Q N ------------- / ' .............. rla J -cL--------- ~ ---..3.. . L17A cV . L 17A i P O I/ 0. ................................. 17A i . ----- . 0�S 0 V__ -j t L17A / �� L17A ? - O N20 Ll 7A 1 I L17A �j N / i......--------------------------- _C14 0 ------------------ =. O i 3 II I Ll 7A 0 i 0 0 L17AL17A L17A ---------------- -� rr............. P -L17A i --------------------------------------------j...................,..........------------------------- - - ----------- I 01 10; 0 I ......L17A : L17A i 0 .. ?L17A .{s$r� ? J - - - - .............. - -- -- --- ­­ -------- \ 0 L17A' I ,�'p ....... L79 3 - 0 L779 1 ;� L17A I L7g , 79 ---- -- ---� --- ---- ® !0 N 0 d L17AI Li 7A L17A I — �-................................................. ? ........... 0 ' I L17A......I.......... ..... .................. ................... ............ ............... . '"... 0 �L4 3 ?......:., i L17A 1 L17A L17A L3 i _ L17A ....................... .. O O I - IL17A jL17A ......---N-- .---------------------------- ' 0 _1 7A 0 L17A o� ...... .. L7�.. o- 0� L79 L79 O IXL17A 0 Ll 7A i 0 0 L17A L17A wmy _I z_ I.- CK Jz0 L I_ 3'-31 IJ w o CEILING START 0 L17A 0 L17A 0 Ll 7A ..L1S L17A L18 0 L17A ------------ 2'-4" ......... 2' 4" 7.11111 K L18 WOMEN'S ROOM 107 0 7 -10 A.F.F. CONT. SINGLE STROKE WHITE LED ® T.O. RESTROOM MEN'S ROOM 11K ® T-10 A.F.F. -9As WINDOW CEILING 100 ® 13'-6" A.F.F. P -9A WINDOW SOFFIT F 100 DRUM SOFFIT 100 C3 ® 10 -6 A.F.F. P -9B WINDOW CEILING 100 E3: ® 13'-6" A.F.F. P -9A WINDOW SOFFIT 100 ® 11'-10" A.F.F.(D nr) C3 CONT. SINGLE STROKE RED LED ® T.O. SOFFIT RE: 19/A-3.0 SERVICE AREA 101 ® 10'-0" A.F.F. r1 C3 DINING AREAIL1_00jl ® 12'-0" A.F.F. C1 CENTER OVER BOOTH, TYP. �N REFLECTED CEILING PLAN 1 P EX,o O U) r� e O v' � 0 r G o Gp <110 SFT CNESS HI PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 Al ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: 00111 %% Nhilckioverarckitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HENRY L KLC�0✓1'/ SIGNATURE: PANDA EXPRESS EAGAN PROMENADE O M W 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q W �l . �W/ L.L 1 REFLECTED CEILING PLAN TILE SCHEDULE Al2-TS06 07/06/09 NO MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK T-90 CMC TOBACCO BROWN 518.713.5371 " " 6 X 24 HAVANA - DARK BROWN _ 1/16" G-95 DINING ROOM FLOOR T-91 NOT USED MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 10 BLACK NON -SANDED WALL WITH BLACK TILE WWW.MAPEI.COM T 92 CMC TROPICANA GOLD 518.713.5371 6" X 24" HAVANA - GOLDEN - 1 16" / G 95 / G-97 DINING ROOM ACCENT W/ G-95 RESTROOM FLOOR W/ G-97 T92B CMC TROPICANA GOLD 518.713.5371 6" X 8" COVE BASE HAVANA - GOLDEN - 16 1 " / G-97 RESTROOM BASE T-93 CMC MIDNIGHT BLACK 518.713.5371 " " COVE BASE 6 X 12 - - BLACK - 1 8" / G-93 SOME LOW WALL BASE do DRINK STAT04 BASE T-94 NOT USED WALL WITH YELLOW TILE (G---97)1MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 1 05 1 CHAMOIS NON -SANDED RESTROOM FLOOR AND BASE 0 T -95R 518.713.5371 CMC TEXTILE RED 8" X 13", TEXTILE - RED GLAZED B.JT. G-91 ACCENT TILE ON RESTROOM WALL T-95 CMC TEXTILE WHITE 518.713.5371 8" X 13", TEXTILE - WHITE GLAZED B.JT. G-92 RESTROOM WALL 0 T -95Y CMC TEXTILE YELLOW 518.713.5371 8" X 13", TEXTILE - YELLOW GLAZED B.JT. G-96 SERVICE AREA WALL AND DRINK STATION LOW WALL -96 CMC STONEHENGE 6" X 24" PORCELAIN STONEHENGE _ BLACK POLISH B.JT. G 93 FOR WALL BASE THAT RECEIVE 518.713.5371 BLACK TILE WAINSCOT IN DINING AREA T -97F CMC RED FLEECE 518.713.5371 6" X 24" RED FLEECE - RED - B.JT. G-91 6' x 24' ON SERVICE COUNTER LOW WALL T-98 RICHFIELD TILE CO. T-626.810.1819 X139 12" X 24" BLACK SLATE - BLACK SLATE B.JT. G-93 DINNING WAINSCOT -71 D SPEC CERAMICS T-714.808-0134 6" X 6" SPEC COPPER - COPPER DECORATIVE TILE FOR EXTERIOR TOWEF QT CMC MAYFLOWER RED SMOOTH QUARRY 6" X 6" QUARRY RED PLAIN 3/16" G-94 KITCHEN,SERVICE FLOOR 518.713.5371 QT1 CMC MAYFLOWER RED ABRASIVE QUART 6" X 6" QUARRY RED ABRASIVE 3/16" G-94 KITCHEN,SERVICE FLOOR 518.713.5371 QT2 CMC MAYFLOWER RED COVE BASE 6" X 6" COVE BASE RED PLAIN 3/16" G 94 KITCHEN,SERVICE BASE DIM/ 13.5371 GROUT G-91 CUSTOM 1.800.272.8786 LATEX MODIFIED GROUT. 420 LIPSTICK (RED) NON -SANDED RESTROOM WALL G-92 MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 00 WHITE NON -SANDED RESTROOM WALL WWW.MAPEI.COM G-93 MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 10 BLACK NON -SANDED WALL WITH BLACK TILE WWW.MAPEI.COM G-94 MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 42 MOCHA SANDED KITCHEN, SERVICE AREA FLOOR WWW.MAPEI.COM 100% SOLIDS EPDXY GROUT ® COOKUNE AREA G-95 CUSTOM 1.800.272.8786 LATEX MODIFIED GROUT. 95 SABLE BROWN NON -SANDED DINING ROOM G-96 MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 06 HARVEST NON -SANDED WALL WITH YELLOW TILE (G---97)1MAPEI 1.800.42.MAPEI LATEX MODIFIED GROUT. 1 05 1 CHAMOIS NON -SANDED RESTROOM FLOOR AND BASE WWW.MAPEI.COM *ALUMINUM TRIM BY SCHLUTER SYSTEMS TOP TRIM: SCHLUTER SYSTEMS RONDEC-DB14AE (SATIN ANODIZED ALUMINUM) OUTSIDE CORNER TRIM: SCHLUTER SYSTEMS RONDEC-AE (SATIN ANODIZED ALUMINUM) *WAINSCOT ALUMINUM TRIM: 3/4" X 24" * EPDXY GROUT BY MAPEI, KERAPDXY IEG, 100% SOLIDS INDUSTRIAL—GRADE SEE MANUFACTURER'S SPECIFICATION, DETAILS AND GUIDE FOR PREPARATION, MIXING, GROUTING AND CLEANING INSTRUCTION TILE LEGEND T-90 T-92 QT QT1 100% SOLIDS EPDXY GROUT PREPARATORY WORK: Tile installation must be fully cured, with joints clean from excess mortar and construction debris. With a slightly dampened sponge, wipe face of tile to remove dirt or dust. Do not allow standing water in the joints. MIXING: See Manufacturer's specification for deatils. GROUT APPLICATION: See Manufacturer's specification for details. GROUT PROTECTION: Light traffic can be allowed in 18 hours at 75 degree F, normal traffic in 24 hours and heavy traffic in 72 hours. FLOOR MUST BE PROTECTED WHEN MOVING HEAVY EQUIPMENT. VERIFY & ADJUST TILE -- TRANSITION TRANSITION AT THRESHOLDS TO PROVIDE LEVEL TRANSITION. QT QT QT1 FINISH ONLY 3/A-3.0 NO TILE INSIDE WALK-IN FREEZER. PROVIDE QT UNDER INSULATED PANEL. QT QT1 -3.0 STARTING POINT OF KITCHEN TILE LAYOUT 16/A-3.0 PROVIDE POSITIVE DRAINAGE & SMOOTH FLUSH MATERIAL TRANSITIONS AT PERIMETER OF ALL FLOOR SINKS, TRENCH DRAINS & FLOOR DRAINS. TYP. QT QT1 LINE INDICATES EXTENT— OF EPDXY GROUT. QT UNDER EQUIPMENT. QT1 IN FRONT OF EQUIPMENT T-90 T - FINISH ONLY d/e-_� n 7TTT❑IM L a K -I + N L1 �EEZEf] IN 105A .+ N I -H+H+I4 11051' w ��L zcn � IL_I JZO ww3 X w START POINT ILJ o OF FLR. TILE QT1) ( QT IN NO TILE ® MOP SINK RE: 13/A-3.0 11071' VERIFY & ADJUST TILE TRANSITION AT THRESHOLDS TO PROVIDE LEVEL TRANSITION. 11 0 T T-90 lafp� NO TILE UNDER BEVERAGE COUNTER VERIFY & ADJUST TILE TRANSITION AT THRESHOLDS TO PROVIDE LEVEL TRANSITION. N FINISH FLOOR PLAN SCALE: 1/4"=V-0" PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH FP:d 1 PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: [ickloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINN SOTA. /� PRINT NAME: HENRY . KLOIIER SIGNATURE: DATE: Q- L SE # 21613 PANDA EXPRESS 0.) EAGAN PROMENADE 9 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r W A�l m2 W 00-0 FINISH PLAN, �- DETAILS & SCHEDULE rJ PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement andplans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: FEE jj/,,Ihckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HENRY Il KLOVER SIGNATURE: DATE: �' • p 1SE # 21613 PANDA EXPRESS 0.) EAGAN PROMENADE lz� 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 110 V— I A�l ■ 3 ROOF PLAN W a_ NOTES: 1. REFER TO MECH DWGS FOR ADDITIONAL INFORMATION ON ALL AIR CONDITIONING EQUIPMENT PLATFORMS, PADS AND ROOF PENETRATIONS OR OPENINGS. 2. FOR ALL STRUCTURAL FRAMING MEMBERS, SIZES, AND ADDITIONAL INFORMATION, SEE STRUCTURAL DRAWINGS. NOTE: ROOF WORK SHALL BE 3. +6" INDICATES APPROXIMATE ELEVATION OF THE TOP OF ROOF PLYWOOD SHEATHING PERFORMED BY LANDLORD'S ROOFING AT PLYWOOD CRICKET. SEE TRUSS DRAWINGS FOR ACTUAL ROOF SLOPE. CONTRACTOR AT TENANT EXPENSE. 4. ANY PROJECTION THROUGH ROOF MUST HAVE A ROOF JACK AND COUNTER FLASHING, I THIS INCLUDES ALL CONDUITS, PIPES, STRUCTURAL ELEMENTS, P.V.C. LINES, ETC. COORDINATE FINAL EQUIPMENT LOCATION SURFACE APPLICATIONS OF ROOF JACKS WILL NOT BE PERMITTED. SEE DETAILS THIS WITH MECHANICAL DRAWINGS AND N SHEET. EXISTING JOIST LOCATION. 5. ALL EQUIPMENT PLATFORMS SHALL BE BUILT LEVELED. f """"""""""""""' -" - -- 6. ALL EXHAUST FANS AND AIR CONDITIONING EQUIPMENT DESIGNATIONS ARE TAKEN FROM I MECHANICAL DRAWINGS. d 7. ALL SHEET METAL COVERS ON EQUIPMENT PLATFORMS AND ALL COPING METAL, SHALL BE OF 24 GA. G.I. SHEET METAL WITH ALL SEAMS CAULKED INCLUDING CORNERS. ALL f "' ❑ SHEET METAL SHALL BE SHOP PRIMED USING (1) COAT OF "RUST-OLEUM" GALVINOLEUM, 3203 UNDER COAT CLEAR BLUE TINT. SEE SHEET METAL ' 4-0 1 2" '-0 1 2�"-4 1 " / / SPECIFICATIONS. 4 —11 8. PROVIDE ROOF CRICKETS AT MECHANICAL EQUIPMENT TO ASSURE POSITIVE ROOF - DRAIN. o o 9. SUBMIT TRUSS SHOP DRAWING FOR APPROVAL PRIOR TO ROOF FRAMING INSTALLATION. I j 10. G.C. SHALL CONFIRM THAT ALL AREAS OF ROOF ARE PROVIDED WITH POSITIVE m I S DRAINAGE. 11. ALL ROOF PENETRATIONS FOR PLUMBING VENTS, POWER CONDUITS, ETC. SHALL BE FLASHED PER BUILDING SPECIFICATIONS AND DETAILS. VENTS SHALL BE AT LEAST : ;. EXISTING PARAPET 10'-0" HORIZ. OR 3'-0" ABOVE OUTSIDE AIR INTAKES ( A/C UNITS, MAKE-UP =, AIR). 12, G.C. IS RESPONSIBLE FOR COORDINATION OF SIZES AND LOCATIONS OF ROOF OPENINGS (VENTS, DUCTS, ETC.), PLATFORMS, BASES ETC. COORDINATE SIZES OF MECHANICAL EQUIPMENT PLATFORMS, BASES, ROOF EQUIPMENT PLATFORMS AND OPENINGS SHOWN ON DRAWINGS WITH EQUIPMENT BEING SUPPLIED. SEE TYPICAL•; i ^--------------------, DETAILS ON THIS SHEET ALSO COORDINATE INSTALLATION OF LIGHTING, POWER, CONVENIENCE OUTLETS ETC. 0 � o WATERTIGHT 16 GA GALV SHT MTL 1'-5" 4" s HOOD &BODY 0 REMOTE _I CONDENSERS ON CURB RE: 3A-1.3 I & MECH. SHEETS _. Co s I s - I SEALANT6" ' ROOF MEMBRANE FILL ENTIREIV HOUSING W/ BATT f INSULATION - .-. •�.: ........................14'-0...x./2 "�;.........,.........�.... 9'-7 1/2" 2X BLOCKING SUPPORT ANGLE 1'-0" x 2'-0" 4" - t I LO i ROOF PENETRATION DETAIL 4 N..__ ..............._:.::,.--. I SCALE: 1 1 /2"=1 '-0" 04 SEE "M" DWG'S & ROOF 24GA. G.I. FLASH'G ON ROOF 9,-4„ 14'-4„ PLAN FOR LOCATIONS & SYSTEM s' DIMENSION. SECURE COMP. RACK TO MEMBRANE ROOFING SYSTEM CURB W/ 1/2"0 LAGS & WASHERS— THRU FRAME I .4444 \LPROVIDE CRICKETS TO INSURE POSITIVE DRAINAGE 2x10 AT 16"O/C— COMP. RACK AWAY FROM EQUIPMENT, TYP. t 4" FIBER CANT I cfl I ............................................. RIGID INSULATION, R-30 MIN. .� ................... EQUIPMENT CURB DETAIL SCALE: 3"=1 '-0" PROVIDE CRICKETS TO PIPE, DUCT, CONDUIT, OR VENT. INSURE POSITIVE DRAINAGE o AWAY FROM EQUIPMENT, TYP. I G.I. ROOF JACK—HOT MOP INTO B. U. ROOF. G.I. COUNTER FLASH'G —SEAL W/MASTIC. MEMBRANE ROOF SYSTEM RIGID INSULATION, R-30 w in Y Q Z O LLJH w L`- O ROOF JACK DETAIL 2N SCALE: 1 -0 ROOF PLAN 1 ' 5 .3))= SCALE: 1/4"-l'- PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement andplans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: FEE jj/,,Ihckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HENRY Il KLOVER SIGNATURE: DATE: �' • p 1SE # 21613 PANDA EXPRESS 0.) EAGAN PROMENADE lz� 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 110 V— I A�l ■ 3 ROOF PLAN W a_ PANDA SIGNAGE PROVIDED BY SIGN CONTRACTOR. G.C. TO PROVIDE POWER & BLOCKING AS REQ'D. COORDINATE OTHER REQUIREMENTS W/ SIGN CONTRACTOR. JI /'11YV1\LL VL!'\JJ BY LANDLORD PANDA SIGNAGE PROVIDED BY SIGN CONTRACTOR. G.C. TO PROVIDE POWER & BLOCKING AS REQ'D. COORDINATE OTHER REQUIREMENTS W/ SIGN CONTRACTOR. � �it H E5/ EAST ELEVATI SCALE: 1/4"= ON 3 1'-0" SPANDREL GLASS BY LANDLORD WEST ELEVATION 2 SCALE: 1/4"=l'—O" G.C. TO PROTECT EXISTING CONSTRUCTION AND REPAIR ANY DAMAGE THAT MAY OCCUR TO LIKE NEW CONDITION. SOUTH ELEVATION SCALE: 1/4" 1 '-0" PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and Plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE DATE: 1sT PERMIT REVIEW 10.28.09 2ND 3RD 4TH 5TH 6TH DRAWN BY: JS PANDA PROJECT #: S4 -10-D2282 ARCH PROJECT #: 09044.009 ARCHITECT: Lhckloverarchitect 10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNE OTA. / PRINT NAME: HENRY Q. LOVbR d SIGNATURE: DATE: lb—w0 IE # 21613 PANDA EXPRESS M EAGAN PROMENADE q 00 1270 PROMENADE PLACE N SUITE 150 EAGAN, MN 55121 Q r UJ A�200W EXTERIOR ELEVATIONS UJ 0—