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HomeMy WebLinkAbout1601 Rinehart Rd -BC09-001080 (WALMART) (INTERIOR REMODEL) (A)_ .. h.,.. h b I II III OofFlc : i b PLANSa - VIEWED OF710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hu ft Florida License No AR91919 Barry L. McNeill PC�A �� Florida License No ARD016853 E" ly1 � _tF j LL Li w olzm �zRw0 FO -W Z s0LL O D 0 w� Z�Q� W OFR � a� �` 5, omme� %pp W�� c�aDR, 58511 .zZ J as .off �lot SANFORD FLORIDA,■ a oz ��c�iU �z�W FT. 207446 N §oP�ihww woEXISTING SQ n�< ■�06 .STORE NO, 3207 '02 r■r r• 09 DATE11 GENERAL ARCH CONT STRUCTURAL MECHANICAL ELECTRICAL W Cl COVER SHEET A8 DOOR SCHEDULE S1 PLANS AND GENERAL NOTES MP1 MECHANICAL AND PLUMBING PLAN E1 LIGHTING PLAN ■� N1 GENERAL INFORMATION A8.1 DOOR DETAILS S2 FOUNDATION AND FRAMING DETAILS M1 ENLARGED MECHANICAL PLANS E1.1 ENLARGED LIGHTING PLAN W PA1 PRODUCT APPROVAL A9 CASEWORK S3 FRAMING DETAILS M2 MECHANICAL DETAILS E1.2 LIGHTING DETAILS PA2 PRODUCT APPROVAL AC1 AUTO CENTER PLANS AND DETAILS M3 MECHANICAL' SCHEDULES E2 POWER PLAN AC2 TIRE/BATTERY STORAGE AND DETAILS P1 ENLARGED PLUMBING PLANS E2.1 POWER DROP PLAN ARCHITECTURAL GC1 GARDEN CENTER P2 PLUMBING DETAILS E2..2 ENLARGED POWER DROP PLAN PH1 PHARMACY PLANS AND DETAILS P2.1 PLUMBING DETAILS E2.3. UPS AND. ETHERNET PLANS w D1 DEMOLITION PLAN PH2 PHARMACY DETAILS P3 PLUMBING SCHEDULES E2.4, ENLARGED POWER PLANS %& ,rt q SANPoRr) BUILDING DEPT. �j0 .4CCEE PI AN5 ARF_ REVIEWED qpJ 4 D1.1 GROCERY. DEMOLITION VC1 VISION CENTER PLANS AND DETAILS P3.1 PLUMBING SCHEDULES E2.5 ENLARGED POWER PLANS � Al FLOOR PLAN TVC1 TEMPORARY VISION CENTER PLANS MAC1 AUTO CENTER MECHANICAL PLAN E2.6 ROOF POWER PLAN PTS°F°R�ERMIT, q PER I.f , cONST>3UED 7'p ° CG7NbITtoNr'4LLY A1.1 FLOOR FINISH PLAN TVC2 T>'IE WORK ANp uEr sHAt�t g p� TEMPORARY VISION CENTER DETAILS MAC1.1 AUTO CENTER MECHANICAL DETAILS AND RISERS E3 ELECTRICAL DETAILS CANCEL sE A LIc " Tc� y CEE�> VfITt4 A1.2 INTERIOR FINISH PLAN AND DETAILS NOT AS AUTHORITv14 ALTEF2, T, 5 ► V4! I T#4c .. MAC2 AUTO CENTER MECHANICAL DETAILS E3.1 ELECTRICAL DETAILS 1 OA'NCESa0�THETECNN,TAL°a� , '1 Q. 6i A3gt3E ANY .t'�FCD PT MIT �'REVE Nr2 A2 EXTERIOR ELEVATIONS MAC2.1 AST VENT PIPE DETAILS E4 PARTIAL ELECTRICAL RISER DIAGRAM oIo" aF ERFeTHEREAFTEf� r2EC�UtR �H� �LIt �q � � � W A2.1 SIGNAGE MPH1 PHARMACY MECHANICAL PLANS E4.1 ELECTRICAL ONELINE DIAGRAM AND SCHEDULES BOTHERVIgLATQNso> T'LANS rr�c c002tc, ( z QN TyE PLANS, CciNSI'pUCTII A3 SECTIONS AND DETAILS FIRE MVC1 VISION CENTER MECHANICAL PLANS E5 TLE ELECTRICAL PLANS AND DETAILS A4 ROOF PLAN PROTECTION MTVC1 TEMPORARY VISION CENTER MECHANICAL PLANS EM1 ENERGY MANAGEMENT PLAN - A5 VESTIBULE PLANS AND DETAILS GM1 FRONT GROCERY MECHANICAL PLANS EPH1 PHARMACY ELECTRICAL PLANS AND DETAILS w A5.1 ENLARGED PLANS AND DETAILS GROCERY FP1 FIRE SPRINKLER SITE PLAN �a. c GP1 FRONT GROCERY PLUMBING ..PLANS EVC1 VISION CENTER ELECTRICAL PLANS AND DETAILS. A5.2 RECEIVING FP2 FIRE SPRINKLER REMODEL PIPING PLAN 0 as A5.3 RESTROOM PLANS GP1.1 REAR GROCERY PLUMBING PLANS ETVC1 TEMPORARY VISION CENTER ELECTRICAL PLANS Q � ARCHITECTURAL o RD1 FRONT GROCERY REFRIGERATION DEMO PLANS REM1 REFRIGERATION ENERGY MANAGEMENT PLANSCq A5.4 PHOTO LAB/SITE TO STORE RD1.1 REAR GROCERY REFRIGERATION DEMO PLANS RE1 REFRIGERATION POWER PLANS A6 PARTITION TYPES AND WALL DETAILS GA1 FRONT GROCERY FLOOR PLAN GR1 FRONT GROCERY REFRIGERATION PLANS RE2 REFRIGERATION DETAILSw A7 ROOM FINISH SCHEDULE GA1.1 GROCERY DETAILS GR1.1 REAR GROCERY REFRIGERATION PLANS GE1 GROCERY ELECTRICAL PLANS GA1.2 GROCERY INTERIOR FINISH PLAN AND DETAILS GR2 REFRIGERATION DETAILS GE2 GROCERY POWER PLANS GA2 REAR GROCERY FLOOR PLAN as GA2.1 DELI WASTE OIL TANK ui o ISSUE BLOCK J BUILDING CODE SUMMARY w NAME OF PROJECT: SANFORD, FLORIDA ' Z STREET ADDRESS: 1601 RINEHART ROAD W PROPOSED USE: RETAIL CODES: 2004 FLORIDA BUILDING CODE W/2007 SUPPLEMENTS 2004 FLORIDA EXISTING, BUILDING CODE W/2007 SUPPLEMENTS 2004 FLORIDA MECHANICAL CODE W/2007 SUPPLEMENTS 2044 'FLORIDA FUEL GAS CODEGENERAL-W/2007 SUPPLEMENTS I V E N E R A L NOTES 2004 FLORIDA PLUMBING CODE W/2007 SUPPLEMENTS CHECKED BY: RF 2004 FLORIDA FIRE PREVENTION CODE W/2007 SUPPLEMENTS SCOPE OF WORK DRAWNBY. JM 2005 NEC 2003 NEPA 1 AND 101 * INTERIOR WALLS: CLEAN, PREP AND PAINT 1• BUILDING WILL BE FULLY SPRINKLERED AS PROTO: 192 REQUIRED BY CONTRACT DOCUMENTS. SUBMIT OCCUPANCY: M -MERCANTILE *EXTERIOR SURFACES: CLEAN, PREP AND PAINT FIRE SPRINKLER SYSTEM DRAWINGS AND PROTO CYCLE: 01-09-09 TYPE OF CONSTRUCTION: III B * CEILING GRID AND CEILING TILE: CLEAN AND CALCULATIONS TO AUTHORITIES HAVING REPLACE AS NOT JURISDICTION FIRE DEPARTMENT FIRE MARSHAL DOCUMENT DATE: 02-06-09 ALLOWABLE AREA. UNLIMITED ED , * FLOOR TILE: REPAIR AND REPLACE AS NOTED ETC). OBTAIN ALL ,APPROVALS PRIOR TO FABRICATION OR INSTALLATION. * VISION CENTER: REMODEL AS NOTED * GARDEN CENTER: REFURBISH AS NOTED 2. OWNER WILL PROVIDE FIRE EXTINGUISHERS IN * RESTROOMS: REMODEL AS NOTED ACCORDANCE WITH NFPA 10. AUTHORITY HAVING 40 GENERAL REMODEL JURISDICTION WILL APPROVE FINAL FIRE FIRE RETARDANT TREATED WOOD IS * DOORS: REPAIR/REPLACE AS. NOTED EXTINGUISHER LOCATIONS. *PHARMACY: REMODEL 3, WAL-MART'S ALARM CENTRAL ENGINEERING REQUIRED ON THIS PROJECT *PHOTO LAB: REMODEL AS NOTED TEAM HAS CONTACTED THE AUTHORITY HAVING *VARIOUS OFFICES: REMODEL JURISDICTION FOR PRE -PLAN DATA ABOUT STATE AND LOCAL REQUIREMENTS THAT DIFFER SIGNAGE PERMITTED SEPARATELY. *GROCERY: REMODEL -REPAIR/REPLACE FROM THE NATIONALLY PUBLISHED CODES AND EQUIPMENT AS NOTED STANDARDS.. A COMPLETE SITE SPECIFIC * TLE: RELOCATE EXISTING BULK OIL TANKS AND SUBMITTAL IS BEING MADE DIRECTLY TO THE FREF GNAGE FURNISHED TH WAL-MART INSTALL EQUIPMENT AS NOTED. AUTHORITY HAVING JURISDICTION. QUESTIONS ND INSTALLED BY OTHERS. A2.1 SHOULD BE DIRECTED TO 1-800-530-9924, OPTION 3. VICINITY NII AP 4+ EXCEPT THE ,IN THE GENERAL IMUM STORAGE �MERCHANDISE EIGHT IS LVE FEET RECEIVING AREA IMMEDIATELY ADJACENT TO, . o x THE DOCK DOORS. THE STOCKROOM WILL HAVE 0 0'' A STACKING HEIGHT OF 15 FEET OF CLASS I-IV rJut#jtt� , .... � � ,* COMMODITIES IN FIXED, SINGLE AND DOUBLE � � .;�•N'N � •..•®� IYl N ktl e y , 1' ROW RACKS. THE STACKING HEIGHT OF THE y R ILL XC 2 FEET •: .� a� ROLLING ACK AREA W NOTE EXCEED 1 l� - - x ".... a '�. ..:... v W „ REFER TO SPECIFICATION SECTIONS 01600 >�ati �� � '� �-• � OWNER PRODUCT REQUIREMENTS AND 01640 -- 3 � FURNISHED PRODUCTS: THESE .SECTIONS o. /� r INCLUDE SPECIFIC INFORMATION REGARDING a� t N -0. d � p ���� ��� �t� � r ' = J F ��,' ; � � r h' � ITEMS AND SERVICES TO BE FURNISHED AND ��'D AQ► 1Y Y > C y CD I✓ has k k» l4 .; <� , �� ��* x �, .� �� �����..`kk f I INSTALLED BY INDIVIDUALS OTHER THAN THE W - � GENERAL CONTRACTOR. +y' ,' 6. CONTACT WAL-MART ROOFING MAINTENANCE VIA a'v"�n^'..I dt"�I t.0 FEBEMAIL AT ROOFPMOWAL-MART.COM FOR F0920 .� NED u i V' N � ED BONDED ROOFERS.N0 EXCEPTIONS u �,r _I V r Milk C yr wr v Sanf idii re to _0 q__ STOR AD r COVER WAL-MART STORE. NO. 3207 om 1601 RINEHART ROAD. SHEET v SANFORD, FLORIDA 32771 LO I 0 `1 ARCHITECT: STRUCTURAL ENGINEER: FIRE PROTECTION ENGINEER MECHANICAL ELECTRICAL ENGINEER: BUILDING REVLEW: FIRE REVIEW: F . . 000 - FOOD SERVICE REVIEW. GROCERY REVIEW INFORMATION. SIGNAGE REVIEW. o X82 ARCHITECTURE AND ENGINEERING WALLACE ENGINEERING TELGIAN PROJECT SOLUTIONS ENGINEERING, INC. CITY OF SANFORD CITY OF SANFORD FLORIDA DIVISION OF HOTELS AND RESTAURANTS FLORIDA DEPARTMENT OF AGRICULTURE AND CITY OF SANFORD (0 1:14 710 WEST ROSELAWN DRIVE STRUCTURAL CONSULTANTS, INC. 900 CIRCLE 75 PARKWAY, SUITE 680 1390. BOONE INDUSTRIAL DRIVE, SUITE 200 BUILDING DEPARTMENT FIRE DEPARTMENT HURSTON BUILDING NORTH TOWER CONSUMER SERVICES lam•. CQUM,UNITY DEVELOPMENT N x IROGERS, ARKANSAS 72756 200 EAST BRADY STREET ATLANTA, GEORGIA 30339 COLUMBIA, MISSOURI 65202' 300 NORTH PARK AVENUE 1303 SOUTH FRENCH AVENUE . 400 WEST ROBINSON STREET, X R , SUITE 802 QUALITY ASSURANCE AND TRAINING SPEChAt(ST 300 NORTH .PARK AVEIWE (479) 636-3545 TULSA, OKLAHOMA 74103 (770) 432-3882 (573) 443-7100 SANFORD, FLORIDA 32771 SANFORD, .FLORIDA 32771 ORLANDO, FLORIDA 32801 450-106 STREET ROAD 13 NORTH SANFORD, FLORIDA 32772 0 0 (918) .584-5858 N (407) 330 -5657 (407) 302-2517 (850) 487-8395 #118 SHEET: (407) 330-5673 LLE, FLORIDA 32259 (904) 2876956 ; ...; .C1 I Is I (A rn c� +, o C o � U d" C / O 4 a � Q � u O a- � C � O N M U 0 0) O O 1 000 1-11 O N X X d 00 iw- a zN/ LL ai DEMOLI TION REOUIREMEIN TS: 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. THE CONTRACTOR MAY NOT REMOVE THE BLOCK WALL IN A PROPOSED OPENING PRIOR TO THE ROOFING SYSTEM OVER THE NEW ADDITION BEING MADE WATERTIGHT. COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR THIS NEW OPENING. 6. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WAL-MART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF ADDITION. 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE THE FULL EXTENT OF DEMOLITION WORK. ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB FANCHOR BOLT (CANS CU SITE VERIFICATION ,REOUIREMENTS: i 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE SYMBOLS LEGEND X -XX REFERENCE AT KEYNOTE INDICATOR DSD TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT T)- KEYNOTE INDICATOR ELECTRICAL DISTRIBUTION CENTER OF PAVING, OR UTILITIES. EXTERIOR INSULATION AND FINISH SYSTEM EF 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A KEYNOTE OR BLOCK OF X.XX KEYNOTES WITH A LEADER EXPANSION JOINT CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS X.XX ATTACHED APPLY SPECIFICALLY TO ELEC MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL X.XX THE ITEM, AREA, OR SURFACE TO EQUAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING WHICH THE LEADER IS POINTING EW PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF EWC ELECTRIC WATER COOLER DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION SALES FF MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF IN ADDITION TO THE ROOM FINISH 100 FIBER REINFORCED PLASTIC STRUCTURAL STEEL FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE SCHEDULE, A KEYNOTE OR BLOCK X.XX X X.XX FTG EXISTING CONDITIONS, OF KEYNOTES ATTACHED TO THE FIELD VERIFY 1 � X.XX X.XX ROOM NAME TAG APPLY TO THE 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES X.XX )LL_X_X__D ENTIRE ROOM (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY FF THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. EQUIPMENT INDICATOR 4. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR - COLOR INDICATOR SHALL ESTABLISH ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND Ap SETBACKS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. 5. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. FULL AND PARTIAL -8-A3 SECTION INDICATOR 6. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO Iddallb. ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED EXTERIOR AND INTERIOR 2-A2 HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE ELEVATION INDICATOR ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. SALES 7. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING 100 ROOM NAME AND NUMBER THE FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION, THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED OPENING BETWEEN THE EXISTING STORE AND THE ADDITION. a -PARTITION TYPE INDICATOR 8. THE CONTRACTOR SHALL VERIFY EXISTING FOOTING DEPTHS AND MATCH AT NEW ADDITION TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY SHALL BE REPORTED TO THE WAL-MART CONSTRUCTION" MANAGER PRIOR TO CONSTRUCTION. 10 DOOR INDICATOR 9. THE CONTRACTOR SHALL CORE THE ROOF INSULATION TO DETERMINE ITS THICKNESS PRIOR TO BIDDING. D NG. IT IS THE CONTRACTORS RESPONSIBILITY A TO MATCH EXISTING ROOF INSULATION THICKNESS ON THE ADDITION UNLESS DIRECTED OTHERWISE TO INSTALL 3" INSULATION IN SEPARATED AND ISOLATED ROOF CONDITIONS. REFER TO ROOFING SPECIFICATION SECTION. O WINDOW INDICATOR 10. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WAL-MART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. O TV MONITOR. REFER TO 3-A3 FOR BRACKET SUPPORT DETAIL. VERIFY EXACT LOCATION WITH GENERAL REQUIREMEU T� �IIIYII�I IIIIIIII IIIA II IIIIIIIIII IY LOSS PREVENTION MANAGER. 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) COLUMN LINE INDICATOR BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. Ak 100'-0" THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. HE ELEVATION INDICATOR FF EL NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR 100'-0" PLAN ELEVATION INDICATOR AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 4. ANY DAMAGE TO WAL-MART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO 5 5 ADDITIONAL COST TO WAL-MART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY RETAIL FOR ALL DAMAGED MERCHANDISE. ,�...� 5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING ( I ENLARGED DETAIL INDICATOR SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. 6. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 7. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRINGA2 5 FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION DETAIL INDICATOR PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 9. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT A5 NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WAL-MART DETAIL CONSTRUCTION MANAGER. I 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF CODE,*CODE THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. INTERNAL INFORMATION ONLY 11. IT IS IMPERATIVE THAT THE ROOF FRAMING, DECKING AND ROOFING SYSTEM BE COMPLETED IMMEDIATELY UPON THE DEMOLITION OF THE EXTERIOR WALL TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES. 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A: 20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1OBC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 14. THE STANDARD. WAL-MART PROTOTYPE SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 15.IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 16. ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 17. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. DEMOLI TION REOUIREMEIN TS: 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. THE CONTRACTOR MAY NOT REMOVE THE BLOCK WALL IN A PROPOSED OPENING PRIOR TO THE ROOFING SYSTEM OVER THE NEW ADDITION BEING MADE WATERTIGHT. COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR THIS NEW OPENING. 6. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WAL-MART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF ADDITION. 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE THE FULL EXTENT OF DEMOLITION WORK. ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB FANCHOR BOLT (CANS CU I CONDENSING UNIT DIA DIAMETER DSD DIRECTS SHIPPING DELIVERY EDC ELECTRICAL DISTRIBUTION CENTER EIFS EXTERIOR INSULATION AND FINISH SYSTEM EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL ETR EXISTING TO REMAIN EW EACH WAY EWC ELECTRIC WATER COOLER FDN FOUNDATION FF FINISHED FLOOR FRP FIBER REINFORCED PLASTIC FS FAR SIDE FTG FOOTING FV FIELD VERIFY HEADED HOLLOW I ISOLATIO KSI I KIPS PER SQUARE INCH TAL MAX I MAXIMUM MAU MECHANICAL AIR UNIT ME MASONRY ELEVATION MFR MASONRY METAL NTS I NOT TO SCALE PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PLAM PLASTIC LAMINATE PL PLATE SIDE AT A HEIGHT OF 60" AFF. PLF POUNDS PER LINEAR FOOT X REV RO( SCI STE SIM ITOC/TC I TOP OF CONCRETE I TOP/TP I TOP OF PAVING SIGNAGE LEGEND 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Uj U) `noz ��-CLn EOZWF QQ0z,0 0 �zZ 3 68 Z� O �yaQ��Woo� avQ�aZa� dap z <E-2 NVQ W�&Waw z. 8w09W�w6zz J a gg�a.-m�0> viu08 CL d5w wo009wC25WzQ t= 0 iE�1vov)n=)XCLa 00.2 1 D RF 1. ACCESSIBLE TOILET FACILITIES SHALL a w .� C=3 BE IDENTIFIED WITH A SIGN. 8Yo 2. TACTILE SIGNAGE SHALL BE LOCATED MAXIMUM ON THE WALL TO THE DOOR'S LATCH ANDICAP SIGNAGE SIDE AT A HEIGHT OF 60" AFF. MOUNTED WITHIN 8" OF SIGNS MAY BE PLACED ON THE JAMB ON STRIKE SIDE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE © 19 LATCH SIDE. � - SIGN 3. CHARACTER AND SYMBOLS OF SIGNS W LLJ SHALL BE IN CONTRAST WITH THEIR `0 rr O 1 � BACKGROUND AND SHALL BE MAX EGGSHELL, MATTE, OR OTHER FF NON -GLARE MATERIALS OR FINISHES. 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Uj U) `noz ��-CLn EOZWF QQ0z,0 0 �zZ 3 68 Z� O �yaQ��Woo� avQ�aZa� dap z <E-2 NVQ W�&Waw z. 8w09W�w6zz J a gg�a.-m�0> viu08 CL d5w wo009wC25WzQ t= 0 iE�1vov)n=)XCLa 00.2 1 D RF DRAWN BY: a w .� C=3 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 Q © 19 � W O W LLJ rr O 1 � Ap ISSUE BLOCK .rr�.�....Y�� CHECKED BY. RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 .9 0,9 2009 C •L L 0 0 ci 0 �o M �p QW r - V) Ln s U � L 0 rn� o N -0 0 LIJ o � a E V) �- U)rn J 0 o +� -a C 0 0 U �r- C 0 Q � M 0 C a (n LO O TO 0)0 rnQ O 1 o OD IN �i N X X X D 00 O � O Z CL 0 DEIMS 'E kCMAND S , SEE OETM 1 i I I S'TRE &.W C,AP SES! WAIL r CENTER y1q,� DETAILS 'E' 8 J•. 1 I SEE MAL 'F' WGXfA1W 4" No {{ 1 11 7.50 REFSqnHs srRtlT {+-7.50 REF �-{ ( TRAP 405631-0002 P N 100630-0053 SCREW, P//,,�, 605878-0002, ONE L �H CENTER STRE P/N 003879-0002 SCREW IN57MAE0 7HTKXICH STRUT p809879-0002 AS[ SIR UT P EACH END OF STRUT) SECTION "W -N" SECTION "D -D• f4 2 160U 14 2PC) —it --A70 MIN I+ I+ + I+ .108 2.76 --�•t F-4.75 1.W 1.00 4.79 --^—y 10.30 7 1/2 7 0 0 0 0 0 0 2,74-'I '0' REF. {-- 2 11-71 / S/6y t- '�' 2A A0104T-XX10f ®P/N 400735-0001- CENTER WHO -0004 THRU -0010 SHOWN) STANDARD FOR 400 SERIES PART NUMBER f1.-0' R •-0004 _ 1.34 ,-+1.00 %99 --1 -1 r-3/13/4 404013 -DDD I I 4x043-0 2.84 L� SECTION 'G -C" 4 1 10401.7-0007 2.09 43—ODOR 234 2.00 DOOR PANEL ONLY SHOWN FOR CLARITY 401043-0006 2.58 y- 0 3 3/4 ROTAIM W CLOCKWISE 401043- 10 84 1 PM 10,6;1 -coon _Bean g1R•e {� LIQ o o e 2 1 16' P 18 CA, (.080) GAM. STEEL 0 o O I 4'� �1EN011T- b00R WIDTH 0-_� 3 5 0 0 � 4 S.i.—_ 0 0 7.ss2 � o0�Br37 1,06 L .106 NM REF 2 7/18 47 I!� P(x 607915— 001 afRUC1LR,u 1LM0✓d RF[!TAxrJN AR. .OB.i 7MK- 3• REF I 17' P/N 066080-0000 TOP Fl1(TiNIF INN PIN (161801-0000- 3110 LOCK ASSY T 1 REQ STANDARD {....3.50 ^^'{ {•-IENOTH •DOOR WIDTH- i' -•{ 1 7 f 1 J_IIL` Hff �3 5/18 PM OlIts6-:0001- 6y-h55Y. 2- TR -3 W/ 7/16- srEN .180 MNL I, 6/8 .085 INK 9 1/2 REF ta PM �e.�� O�IERNEM ODOR CORPORATION h t Rev e m M,:-3 �_? 1800 CROWN DRNE 1 11/32 6" l� EARNERS BRANCH, TEXAS 75254 5/pL� 7/18-•1 ...�L REF I ,..•f� ..V /i LOREN C. KRUPKE. P.E. /36980 113!16 DIA T--- REF •� -:'� �'� "� .. «-. R...» ....e PR O.J. MOORS M A 1114•'1 M e YwMI M avlRMt 1x1 Rge�1R,R-nw e4M111. 6,WO RW. M1•�'A ADA JOHN50Mt - P,(N 1D11QA-0002 Bp1'fOM Fl mF lRMJtI HAND SHOWN1 „�„r y�jRgm1pAgO,gr .�p,v STEMP/N 086341-8006ROLLER ASSYe-s1-Ra-r RR+mwnr rleR rr - ' x NRRx LCH S. B U P/N 401124-Of101, 80TTOM FODURE (LEfT HAND) ,e,N,•R RrarRr"+Rc NONE � EACH S. ROUGHER IM}IA14ill1ft Iy1 MIAMI-DADE COUNTY, FLORIDA BUILDING CODS COMPLIANCE OFFICE (BCCO) MMRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305) 375.2901 FAX (305) 375-2908 Stanley Access Technologies 65 Scott Swamp Road Farmington, CT 06032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including High Velocity Hurricane Zone of the Florida Building Code. DESCREMON-' Series Dura -Storm 3000 - Reinforced - Aluminum Automatic Sliding Entrance Door APPROVAL DOCUMENT: Drawing No.04-SAT-0040, titled" Dura -Storm 3000 Steel Reinforced" sheets 1 through 8 of 8, dated 09/20/04, prepared by Frank L. Bennardo, F.E., Inc. Consulting Engineers, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufaeturername or logo, city, state and 's following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards Miami -Dade Coun Floridathe expiration date may be displayed in advertising literature. If anmYYand followed by be done in its entirety, Y portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. o NOA No 04.1026.02 Expiration Date: March 31, 2010 Approval Date: March 31, 2005 Page 1 r,P I p WOT88 AEYIf10N1f I. RATED DESIGN LOAD 00 PSF." 11. 426 SERIES ADDS INSULATION TO THE 424 AREA SERIES PAN. + HOLLOW BLOCK + 1oa1 eR1a.I ,,,,,� • TO SE FLLED 9 1+ 1 2 SECTION f10GNi5 WY VARY TO CREATE VARIOUS ' 1 .922 .035 2.75 093 R • AT JAMB r ODOR HlOGNTS. 24' M1ILIMUM SECTION HEIGHT. + 1.06 j- INSIDE YYP STOP tt��..3 3/A t 1 6 3. TESTED r I • �.� ( . � MOULD �EDG@ To f BOLT + REv IN 11 7 I a 4, TESTED N ACCORDANCE IMiH DADE COUNTY ' PRO7000LS PA 201-94, PA 202-94, k PA 203-94.' 057 7 • i• �P I 2.38 9. ASTM A -S27, PER A-609795. + ! (REFI � / YISIdE 6. ASTM A-500, GRADE B, 50.000 PSI MIN. YIELD. ' IREF) 1 r 7. JAMB LOAD CILCULATKNNSt + 1.76 t 5B 5, J .098 (1/2 DOOR 670TNx1 .38 Fr OF HEWTR)(oESICtI LOAD)' 8/16 X 1 3/4- • ' (7 WXII F007)(80 LB/SF)-3501b/FT OF HEIGHT) + iA0 SM" OR + 1 6. JAMB FASTENER REQUIREMENTS: r I ! 5 16 X 1 3/4 5 I , ,p��1 + 1 r, -(1/2 DOOR WIDTHx1 F )(DES)GN LOAD) • �+--- z.7s as7--� ---1 7S + R L L0N1BOLr0 p�wi Lx 1 3 T 1\ O 6 -(7 F00 FTx50 PSF)-350 W. r ts• 0. C INSIDE OR EQUNA. NT 0815" 0...ENT 9. DOOR $904 MATp6AL SHAD. BE CALYANizD ACCORDING TO +DETAIL "E" + DETAIL "F" ' ' ASTM A-525 TO GOO OR AN EOTNALENT SURFACE COATING r © P/N 406916-XXXX i © P/N 406917-XXXX r P/N 44=07 -MM • SECTION "B_B" • SECTION "Q-8" • r APPROVED BY DADE COUNTY BUILDING CODE COMPLIANCE OMCE. • ,IAMB BRACKET MOUNT • ANGLE OUT MOUNT 10. ASTM A-446 GRADE B. J7,p00 PSI MIN YIELD, +' TMP. WOOD JAMBS TYP. MASONRY JAMBS + �CONIIERCIAL NEADPLAiE CABLE DRUM ' . "C" rTORSpN SPRING COUNTIIIBMANCC 3 P6RNTTEI TYi� HEADROOM + 1 - - - _- - SCREW P/µ 606879 ' r "H" H" ` ` BOTH NOES OF S9 9 AT LATER STILES P N 400050-0003 1111 ACK 0L A00735-0001 TYP TOP SIDE OF. STRUT AT CENTER OF PANELS + / "0- II 15' R REF. P/N 086390-0000 ' 12-r ` P/N 051166-0003 TYP 2 MACES / P/N 404043-0007 + JOINT BRACKET 9,50' P/N 066341-0006 P 2 PLACES T-" T 11-THERSNEREAI. VERTICAL / WEATHERSEAI, P/N 40404]-0006 TRACH DETAIL"A' 9r TYP 2 PUCFS�6 r (IV -1- SHOWN) I -� • SCAB BRACKET e 116'NE MAX ` 24 CA SECTIONS � r f 0PEWNo TYF .023• SEE MAIL H0 SID ELEVATION OF ' 5.50 + P%N 0066341-0006 r COMMERCIAL SFCTIONAI 12 MAX + '!� IiY'Pr 2 PLACES . DOOR + 0.068 MIN.12 MAX •D- ` - - — - "D• 061601-0000 ' 'C^ rr�Qecrlu:vmeQ ,H ANGLE 950+ PIN 404043-0004' 666Ek1rDa��litflblw {— TPM 2 �PLAC€9S6 A6eYj0111N Ego -D 12 VAX + TRACK VIEW 'C -C` PP//NN 607935-0001 •� SCALE: 1/2 • ,YP EACH SECTION I �,ILjp + Iz MAx � eso+ ' 3 1/2 ,r r P/N 401124-00002 SMESME EL pN OF TYMCA(, COMMERCIAL TRACK ' 7.50 c ER 3 t/2 ," ^.{ 7.50 P/N 061168-OOD3 P//1'IN 06116s--00001 DOOR WIDTH 003 • r 7/ �.i,�� AMty Access Technologic. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1• Manufacturer's die drawings and sections. 2• Drawing No. 04 -SAT -0040, tided "Dura -Storm 3000 Steel Reinforced" sheets 1 through 8 of 8, dated 09/20/04, prepared by Frank L. Bennardo, P.E., Inc. Consulting Engineers, signed and sealed by Frank L. Bennardo, P.E. B. TESTS I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with installation diagram of aluminum automatic sliding entrance door, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL4222, dated July 27, 2004, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 17 Anchor calculation, ASTM -E1300, and structural analysis calculations, dated October 11, 2004, prepared by Frank L. Bennardo, P.E., Consulting Engineers, signed and sealed by Frank L. Bennardo, P.E., D. QUALITY ASSURANCE BY 1• Miami -Dade County Building code Compliance Office (BCCO), E• MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 02.1205403 issued to Security Impact Glass Bolding LLC, for "SAF GLAS", expiring on 12/16/07. 2• Notice of Acaeptance No. 01-1204.01 issued to E.I. DuPont DeNemours, far ``Sentry Glass fat Plus", expiring on 01/I4/07. 3. Laboratory compliance letter for Test Re no. FrL- 4222 Testing Laboratory, Inc., dated August 14,2204, signed and sealed by byFenestration Largaespada, P.E. F. STATEMENTS 1• Statement letter of conformance, dated October 22, 2004, signed and sealed by Frank L. Bennardo, ' P.E. 2• Statement letter of no financial interest, dated October 22, 2004, signed and sealed by Frank L. Bernardo, P.E. G. OTHER I. None. Product Control Etd! NOA: 04 Expiration Date: March 31, 2010 E-1 Approval Date: March 31, 2005 Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE F STATEMENTS 1. Statement of Independence in report "HETI 06-4003 prepared by Hurricane Engineering & Testing, Inc., dated 05/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Letter of No financial interest prepared by Overhead Door Corporation, dated 09/19/94, signed and sealed by S. Boucher, PE. G. OTHER 1. Test Report on Surface Burning Characteristics of Building Materials per ASTM E 84 dated ___0 /73/fl6; prepared by-Intertek Testing Services NA-,-Inc.-and.-signed by.C. Anthony Penaloza. 2. Test Report on Ignition Properties per ASTM D-1929 dated 04/13/06, prepared by Intertek Testing Services NA, Inc. and signed by C. Anthony Pefialoza. 3. Test Report on Salt Fog per ASTM B-117 dated 04/04/06, prepared by Environmental Testing Laboratory, Inc. and signed by Brady Richard. Jaime D. Gascon, Chief, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-2 MIAMPM MIA MI-DADE COUNTY, FLORIDA EM METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeouline.com Overhead Door Corporation. 2501 South State Hwy. 121, Suite 200 Lewisville, Texas 75067 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD), f -%A ..4.. 11 ..n AAA* �, nit beAval�id a# er_*e_ �cpirationdate.stated-below The. BsO(In.Miami_Da_&County.) and/or the A J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series 424/426 Sectional Steel Door 14'-2" Width — L.M.I. APPROVAL DOCUMENT: Drawing No.D-408806, Sheets 1 and 2, titled "Series 424/426 Sectional Steel Door, 50 Psf, Dade Co. 14'-2" Max Width," dated 07/28/94 & 08/25/94, with last revision G on 02/02/07, prepared by Overhead Door Corporation. signed and sealed by LeRoy G. Krupke, PE. bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 37,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA Renews NOA # 06-0331.04 and consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, PE. NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 Page 1 Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Overhead Door Corporation titled "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width", Drawing No. D-408806, dated 07/28/94 & 08/25/94 with latest revision on 01/15/04 Sheets 1 to 2 of 2 signed and sealed by LeRoy G. Krupke, PE. B TEST 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 _._ ._ _ ...__- -- -- _._..... _ _ ._2) .Large -Missile- pact Test per -FBC,,-TAS201_44___. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width"„ prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI 05-039 & HETI 06- 4002, dated 05/18/2006, signed and sealed by Rafael E. Droz-Seda, P.E.. 2. Test report on 1) Tensile Tests per FBC & ASTM E-8 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width"„ prepared by Hurricane Engineering & Testing, Inc., Test Reports No. a) HETI 04-247, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. b) HETI 04-T248, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. c) HETI 05-T327, dated 08/03/05, signed and sealed by Rafael E. Droz-Seda, P.E. d) HETI 06-T523, dated 01/30/06, signed and sealed by Arshad Viqar, P.E. e) HETI 06-T529, dated 04/03/06, signed and sealed by Rafael E. Droz-Seda, P.E. fj HETI 06-T528, dated 04/26/06, signed and sealed by Rafael E. Droz-Seda, P.E. g) HETI 06-T602, dated 09/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. C CALCULATIONS 1. Calculations for metho for attaching woad jambs to a masonry building, prepared by Overhead Door on 09/19/94, Sb is 1 & 2 signed by S. Boucher, P.E. D QUALITY ASSU CE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION 1. Tensile Test Report No. Heti 01-TO06 prepared by Hurricane Engineering & Testing, Inc. dated 01/30/01, signed and sealed by H.M. Medina, P.E. 2. Letter Report of Surface Burning Characteristics per ASTM E-84 dated 05/24/96 si ed by J. G. Marzullo and reviewed by R. K. Laymon. Jaime D. Gascon, E. ref, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 ILL! ffiU.0 W o NXP a6U it<3 <m5o g <¢ ~�goowiz<Nw Lo � z<<LL�WWV00� LL_ iL a01-Zz - Scwit?o in o Z 3�Ioszoo xz$WI-a 0CLZ V)MoWlnSSHe3moir J���L' y�Uo`rtnWlAEo1 a �0 1a�1 ml(La��1,0 UWWZWm W a '7 yN)i O.6 -a �= Nsw ZW-'9wl,�ooc9ao>- F� U�Na.�xa. 0d2 ISSUL BLOCK CHECKED BY- RF DRAWN BY: a W ��...Lr•A�I ��1( V ti6111L9>J 192 PROTO CYCLE: 01-09-09 OCUMENT DATE: 02-06-09 O � © V Lli O�,1r� © cit w Z ISSUL BLOCK CHECKED BY- RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 OCUMENT DATE: 02-06-09 F o .•yL NN iQ c. ;--i 6853 IL . �•� D A� FEB 0 9 2009 PRODUCT APPROVAL SHEET: PA1 C 0 0 :E 0) 4' -0 C) 0 N 0 Q_ c- 0 ow 0 E > E I- N co 0') 0 0 C 0 0 - C q li 0 0 1 000 N 0 X X X Do 0 Z 9XTRUSIONS 1.735' 1,735, OF WIN F.q 0 0.125, 4.624. 4.2$0- T 7 ,093 =001 @@ 0.236' 3 4 __T 125" 0 e44 INSERT 1.750 EXTRUSION 413089 0041 - I S112 ual ON TOP RAIL, SX 157541,IS7S42 MUNTIN OAR 4 114 EXTRUSION 0,168, EXTRUSION 412741 516643 0 PANEL Top 6N 51 693 EXTAPUASIL 6 TRACK TUBE RA UD, w SIjG =1110DIU1 031 EXTRUSIol sIS056 X Z if 1.751 0 X 001 z �1 z usual W' 18 n2 THRE IT OUR S 0 0 78 1je5o AINDE 3000 As 125" f] I 1 11250 1 EXTRUSION SIS262 GLASS STOP, IMPACT J_ .50W BAR REINFORCEMENT STILE STILE GMER,IMPACT SMLTUSE �16309 + 516808 EXTRUSION 157503 EXTRUSION 157S23 =120IRM413931 1018 CRS 4.5' 0 13930 (SOLID INFILL) ALTERNATE THRIESHOLD"TAPERED ONE SIDE 1.595* EXTRUSION S16340 6'_ 0.13l 9.625- ALTEANATE TRACK TUBE THRESHOLD -TAPERED -TWO SIDES OUi EXTRUSION SIS260 EXTRUSION Sim% INTERLOCKS HERE HEADER COVER -HEADER &rGLIDE DURA ­GLIDE USION 110755 V4-bAV-E)040 EXTRUSION 515686 RAIL, BOTTOM-SX/S0 9 5/8 FAIL, Bonoll 9 5/8 RAILBOTToM_SX/SO 9 5/8 Appmved EXTRUSION 516329 EXTRUSION 51633D EXTRUSION ASSy no ----------- (D A I SECURITY HOOK INTERLOCK SECURES PANELS TOGETHER IN CLOSED POSMOr ADAMS RITE G86-11-36 (SEE DETAIL PIS 514 PANIC PUSH BAR (2) EMS, 4 �_ — i U4 PACKAGE WIDTH = 168n MAX. — ROUGH OPENING HORT ONTAL SECTION A 1/4" SHIM SPACE EEANCHOR ///'__S5CHEDULE ON SHEET 1 7 "ELEVATION 4 1/2" 1 - 99 lu RF in Z 80 z Z FAA 2w Cf v L( Z J MH INTERIOR 0 INTER11 A EXTERIOR 0 SITERIOR c) .5 li C-4 FLUSH LT FLUSH FINISHED z 1.94" 0 N FLOOR FINISHED FLOOR Cl) C\2 1/2' EMS PANELS HAVE 5�16" DIA. STEEL THREADE RODS ULL LENGTH OF RAI EMS, 4 1/2" 61' BUTT JOINTS THAT AP LE SPOT WELDED ON THE INTERIOR 60 i d p _ A" A BUTI& DOU S15M (TYPICAL ALL STILE JOINTS) 8 Xz all 11 0 F, 0 3 INTERIOR - z IF. a P, �1136 INTERIOR 0 EXtEll 0 FLUS LOCATION 07 1/2' /Z A ATIL 4.50 EMS. ARNERMU ROW al A9340 �DLD OP�QQNS SE.,,DETAIL AD (REF%%Mol p ADAMS PANELS HAVE BUTT JOINTS THAT ARE SPOT WELDED ON 563 THE INTERIOR (TYPICAL ALL STILE JOINTS) lffn3al (5111 QAZM ScIalli oel 16 1 FLOOR 011 LITE CWN9 (SEE GWl SCHIEll DIA: STEEL THREADED RODS LL I -Ell 1 m OF RAILS ill MIN. PIVOT D TAIL STA71ONARY PANEL 1/4' rX PW2 GLASS (2 GX PENETRATION ISHED R #10 NX3 a (S PER S F) EXTERIOR GLAZINg_DETAIL 9LA �ING SCHEDUL�E 04 -SAT -0040 9116" Noll I AMV. A—— INSS SX Top P OPTIONAL FLUSH B $CAL -­ I l`1 %pli li 13Y E.T' DUPONT DENEMOURs (2) LITES OF 1/4' ANNEALED GLASS WITH AN 0.090' INNER LAYER, SECURITY HOOK INTERLOCK SECURES PANELS TOGETHER IN CLOSED POSMOr ADAMS RITE G86-11-36 (SEE DETAIL PIS 514 PANIC PUSH BAR (2) EMS, 4 �_ — i U4 PACKAGE WIDTH = 168n MAX. — ROUGH OPENING HORT ONTAL SECTION A 1/4" SHIM SPACE EEANCHOR ///'__S5CHEDULE ON SHEET 1 7 "ELEVATION 4 1/2" 1 - 99 lu RF in Z 80 z Z C= CM 2w Cf v L( Z J MH DOCUMENT DATE: fill c) FINISHED FOR fi—VOT D9AIL ffATIOWY PANEL ED PANIC _HARLYINAll omill PACKAGE WIDTH = 168" MAX INTERIOR CLEAR DOOR OPENING PLAN VIEW 604-S��T-0040 tk 111 � "I n w, �� i � - .. 9 Ij z w wf�lgj z � 1z' 00 zt 'R, le 0 z < l t ie D031 rd -11 I 9 1 9 1 liq �AMOMMIOW E -MENDE awn= "mum Mi MEN _%"� —2 A M Auw' SANK= LU Ire _j NOW AL1111M W.A- .ipt & - Nor ME_L - - Itumm __g MMU "MOMM-94 :$" .7; nmxa;�".- 11.11 1 1 11 *mom OUR ZV I am "llilini FEWER! 1 1111111 U, line illill mwjgigN�� mom I F.7 UAW p, IM -0—P LOU M 1wapop ig--�3 NOR EWE ROL MOLE WX 2M -0 1/4" PLAS77C SHIM SEALANT &BACKER ROD ACCESS 311 COVER 611 INTERIOR EXTERIOR PACKAGE HEIGHT = EE D 92" MAX. SHEET 5 V-10 1/2" (82 1/2") /--,\CLEAR DOOR OPENING PHI LI FIBER I 10S E E I S I D, E E BA KE 1H R - �USH SEE SHEET 5 E OPTIONAL THRESHOLDS M 6 A GAGE Fjxie�PE- EMB. 1/2" ANCHORS ARE DOUBLE ROW AT SILL THERM -L -BRUSH —6 FILAMENT GAGE .006 DIA. VER71CAL SEC77ON OTT IgR > . Ul o W Cr Z Z co — i Oft $AT -0040 PACKAGE WIDTH LNFORMATION F NK L 011 RE, PXG SUDING DOOR (SX) DOOR PACKAGE HEIGHT INFORMATION w! OPENING OR DOOR MASONRY cA WIDTH TCRAVEL OPENING QA PACKAGE DESF6111PRESWRERAYING Ali MASONRY PANIC 0 14" 1/4 AL HEIGHT CAU G ACTUAL OPENING ALLOWANCE CLEAR OPG 43 7/16' 37/16' 33 1/8" UNDERNEADER, WEVIiii QW ATIll 5 7'-a- (92-) /'-B 114* 61.10 . POSITNE (921/4') 1/4 fa ­w NOTARWYED + 80 PSF ANCHaCR WAIN wTAPPl I _ CO IN CO C -R -MR 1/4' PIERMASEAL TAPPER IN STEEL: 1/4-20 SMS S" GRADE 2 OR CONCRETE SCREW EMBEDDED 1-1/2" MIN. 10" -MBEDDED 1-1/2 w IN WOOD: #14 SHEET MErAL SCREW E BETTER (NOl 3/16' STEEL SUBSTRATE MIN.) MAX ANCHOR SPACING- M N 10" (NOl MINIMUM 2X4 WOOD BUCK FOR WOOD SCREWS) 4' FLUSH BOLTS MAX Z W 4"FROm ENDS BALANCE 12 5/16'O.C, MAX 9 SCR SEE SHT6 4p HEAD: SINGLE ROW EA MEMBER, FFROM ENDS, BALANCE 101 0.c, MAX. EVENLY (9 0.0 z IAMBS: SINGLE ROW EA MEMBER, 2" FROM BOTTOM END, BALANCE jol, O,C. SPACED ELECTRICAL 0 I G) SYSTEM 1) ALL AWMINUM PARTS ARE 6063-T6 ALUMINUM. "115 SENTRY GLASS Fill By E.1, DUPONT. DENEMOURS SEE DETAIL lF 2) GLAZING: 9/161, IMPACT RATED 32" MAX I MAX, I SHEET 5 DAYLIGHT 1 32' DAYUGffr PIVOT OPENING OPENING 3) CORNER PANEL CONSTRUCTION, PANEL CORNERS ARE BUTT JOINTED, SECURED =14t)4 FULL WIDTH 5/16"THREACIED TIE RODS AT TOP PAIL INTERMEDIATE 37 7/8" SAME ANCHOR SPACING 0 MUNTIN BAR AND BOTTOM RAIL i 337/8- Rig 4) THE GLAZING MATERIAL IN BOTH FIX - ALL 30INTS ARE ALSO WELDED. MAX. I MAX, AS LEFT JAMB 9 SLIDING PAC CAGE I DAYLIG I DAYLI DOOR$ SHALL COMPLY WITH ED AND SLIDING PANELS OFALLS I OPENING AND METHODS OF TEST MR SAFETY rWING MATERLALS SPECIFICATIONS THE REQUIREMENTS IN THE PERFORMANCE HEIGHT USED IN BUILDINGS. 92"MAX. 44 4 2 27 1 27114 - MAX 39 SAW if 9OLM-L _NOrES if (�6) 1 52 'Sl 4 lo. I U7 337/8 - pp 3 7/8* 1) Tills DOOR HAS BEEN TESTED & DESIGNED IN ACCORDANCE WITH THE AX DAYUC DAYLIGHT I IREQUIREMIENTS OF THE 2001 FLORIDA TYP I EWING BUILDING CODE HIGH VELOCITY I "so" I HURRICANE ZONE (HVHl AND MIAMI DADE _T- OPENING LARGE MISSILE IMPACT, TAS 202 FOR UNIF020UNTY PROTOCOLS TAS 201 FOR I IN STATIC R PRESS 3 TAS 203 FOR CYCLIC WJND.L0ADING. Al URE AND I 2) PERMIT HOLDER SMALL If if VERIFY THE ADEQUACY -IN HAVE OF THE EXISTING STRUCTURE To J a It! 3) DOORS DETAILED HPRC ST WITHSTAND ADDITIONAL IMPOSED LOADS. WOOD Bill NOT BY AM SHALL BE ANCHORED PROPERLY TO TRANSFER LOADSTO THE EXISTING STRUC EY rURE. r SPANS AND LOADS SHOWN BEEN DESIGNED AND TESTEDTO THE K44MUM ON THESE DRAWINGS. REFERENCE FENESTRATION FLUSH BoLTS SHEET 5 TESTING LABS REPORT lil FrL 04GS1. 12 5/16* MAX SEE DETAIL 4) ANCHORS SHALL BE INSTALLED PER MANUFACTURER -S SplECIFICATIO 4P SEE SHT 6 12 5/16" MAX AS NOTED HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL DOES NSSFACED WALL DRESSING OR STUCCo, NOT Ill S) ALL BOLTS & WASHERS SHALL BE ZINC COATED, LUDe PACKAGE wwji i6a. MAX 4"' GALVANIZED OR StAiNLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, EXCEPT INSTALLAil ANCHOl 04 -SAT -0040 Apail 0 -p-PPLOR �Lgv Timl o2mg SCALE NTS t I 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636,1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w Ill 06 lb za :' ll� ir 0 Iz- D MW 0 In 1:� p4w —0, F6 -CL z 0 Li- z 0 Wz p: z E'w 3 "d 00:: 'z < zow—g2li _j wz Q_ 00 t;L'6Hn2Q'- Coll w p -5 - 15 9 M2 0 wl 6 0 0 a i wo:zww< 0 0-:3 0: a. a. w a cL I RF DRAWNBY. w C= CM 2w Cf v L( Z PROTO CYCLE: MH DOCUMENT DATE: 02-06-09 c) PACKAGE WIDTH = 168" MAX INTERIOR CLEAR DOOR OPENING PLAN VIEW 604-S��T-0040 tk 111 � "I n w, �� i � - .. 9 Ij z w wf�lgj z � 1z' 00 zt 'R, le 0 z < l t ie D031 rd -11 I 9 1 9 1 liq �AMOMMIOW E -MENDE awn= "mum Mi MEN _%"� —2 A M Auw' SANK= LU Ire _j NOW AL1111M W.A- .ipt & - Nor ME_L - - Itumm __g MMU "MOMM-94 :$" .7; nmxa;�".- 11.11 1 1 11 *mom OUR ZV I am "llilini FEWER! 1 1111111 U, line illill mwjgigN�� mom I F.7 UAW p, IM -0—P LOU M 1wapop ig--�3 NOR EWE ROL MOLE WX 2M -0 1/4" PLAS77C SHIM SEALANT &BACKER ROD ACCESS 311 COVER 611 INTERIOR EXTERIOR PACKAGE HEIGHT = EE D 92" MAX. SHEET 5 V-10 1/2" (82 1/2") /--,\CLEAR DOOR OPENING PHI LI FIBER I 10S E E I S I D, E E BA KE 1H R - �USH SEE SHEET 5 E OPTIONAL THRESHOLDS M 6 A GAGE Fjxie�PE- EMB. 1/2" ANCHORS ARE DOUBLE ROW AT SILL THERM -L -BRUSH —6 FILAMENT GAGE .006 DIA. VER71CAL SEC77ON OTT IgR > . Ul o W Cr Z Z co — i Oft $AT -0040 PACKAGE WIDTH LNFORMATION F NK L 011 RE, PXG SUDING DOOR (SX) DOOR PACKAGE HEIGHT INFORMATION w! OPENING OR DOOR MASONRY cA WIDTH TCRAVEL OPENING QA PACKAGE DESF6111PRESWRERAYING Ali MASONRY PANIC 0 14" 1/4 AL HEIGHT CAU G ACTUAL OPENING ALLOWANCE CLEAR OPG 43 7/16' 37/16' 33 1/8" UNDERNEADER, WEVIiii QW ATIll 5 7'-a- (92-) /'-B 114* 61.10 . POSITNE (921/4') 1/4 fa ­w NOTARWYED + 80 PSF ANCHaCR WAIN wTAPPl I _ CO IN CO C -R -MR 1/4' PIERMASEAL TAPPER IN STEEL: 1/4-20 SMS S" GRADE 2 OR CONCRETE SCREW EMBEDDED 1-1/2" MIN. 10" -MBEDDED 1-1/2 w IN WOOD: #14 SHEET MErAL SCREW E BETTER (NOl 3/16' STEEL SUBSTRATE MIN.) MAX ANCHOR SPACING- M N 10" (NOl MINIMUM 2X4 WOOD BUCK FOR WOOD SCREWS) 4' FLUSH BOLTS MAX Z W 4"FROm ENDS BALANCE 12 5/16'O.C, MAX 9 SCR SEE SHT6 4p HEAD: SINGLE ROW EA MEMBER, FFROM ENDS, BALANCE 101 0.c, MAX. EVENLY (9 0.0 z IAMBS: SINGLE ROW EA MEMBER, 2" FROM BOTTOM END, BALANCE jol, O,C. SPACED ELECTRICAL 0 I G) SYSTEM 1) ALL AWMINUM PARTS ARE 6063-T6 ALUMINUM. "115 SENTRY GLASS Fill By E.1, DUPONT. DENEMOURS SEE DETAIL lF 2) GLAZING: 9/161, IMPACT RATED 32" MAX I MAX, I SHEET 5 DAYLIGHT 1 32' DAYUGffr PIVOT OPENING OPENING 3) CORNER PANEL CONSTRUCTION, PANEL CORNERS ARE BUTT JOINTED, SECURED =14t)4 FULL WIDTH 5/16"THREACIED TIE RODS AT TOP PAIL INTERMEDIATE 37 7/8" SAME ANCHOR SPACING 0 MUNTIN BAR AND BOTTOM RAIL i 337/8- Rig 4) THE GLAZING MATERIAL IN BOTH FIX - ALL 30INTS ARE ALSO WELDED. MAX. I MAX, AS LEFT JAMB 9 SLIDING PAC CAGE I DAYLIG I DAYLI DOOR$ SHALL COMPLY WITH ED AND SLIDING PANELS OFALLS I OPENING AND METHODS OF TEST MR SAFETY rWING MATERLALS SPECIFICATIONS THE REQUIREMENTS IN THE PERFORMANCE HEIGHT USED IN BUILDINGS. 92"MAX. 44 4 2 27 1 27114 - MAX 39 SAW if 9OLM-L _NOrES if (�6) 1 52 'Sl 4 lo. I U7 337/8 - pp 3 7/8* 1) Tills DOOR HAS BEEN TESTED & DESIGNED IN ACCORDANCE WITH THE AX DAYUC DAYLIGHT I IREQUIREMIENTS OF THE 2001 FLORIDA TYP I EWING BUILDING CODE HIGH VELOCITY I "so" I HURRICANE ZONE (HVHl AND MIAMI DADE _T- OPENING LARGE MISSILE IMPACT, TAS 202 FOR UNIF020UNTY PROTOCOLS TAS 201 FOR I IN STATIC R PRESS 3 TAS 203 FOR CYCLIC WJND.L0ADING. Al URE AND I 2) PERMIT HOLDER SMALL If if VERIFY THE ADEQUACY -IN HAVE OF THE EXISTING STRUCTURE To J a It! 3) DOORS DETAILED HPRC ST WITHSTAND ADDITIONAL IMPOSED LOADS. WOOD Bill NOT BY AM SHALL BE ANCHORED PROPERLY TO TRANSFER LOADSTO THE EXISTING STRUC EY rURE. r SPANS AND LOADS SHOWN BEEN DESIGNED AND TESTEDTO THE K44MUM ON THESE DRAWINGS. REFERENCE FENESTRATION FLUSH BoLTS SHEET 5 TESTING LABS REPORT lil FrL 04GS1. 12 5/16* MAX SEE DETAIL 4) ANCHORS SHALL BE INSTALLED PER MANUFACTURER -S SplECIFICATIO 4P SEE SHT 6 12 5/16" MAX AS NOTED HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL DOES NSSFACED WALL DRESSING OR STUCCo, NOT Ill S) ALL BOLTS & WASHERS SHALL BE ZINC COATED, LUDe PACKAGE wwji i6a. MAX 4"' GALVANIZED OR StAiNLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, EXCEPT INSTALLAil ANCHOl 04 -SAT -0040 Apail 0 -p-PPLOR �Lgv Timl o2mg SCALE NTS t I 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636,1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w Ill 06 lb za :' ll� ir 0 Iz- D MW 0 In 1:� p4w —0, F6 -CL z 0 Li- z 0 Wz p: z E'w 3 "d 00:: 'z < zow—g2li _j wz Q_ 00 t;L'6Hn2Q'- Coll w p -5 - 15 9 M2 0 wl 6 0 0 a i wo:zww< 0 0-:3 0: a. a. w a cL I CHECKED BY: RF DRAWNBY. 0-4 C= CM 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 c) --1 li C-4 p' - z 0 Cl) C\2 CHECKED BY: RF DRAWNBY. RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 V AR(0016853 ix D FEB 0 9 2009 SHEET: PA2 C 0 W C: 0 ° 0 o � �p 0 ° 41n as V) N i 0, 0 \° rn ° �Q) Q) E V) V� J U o o -Q- C r - -Cr �I 4 M o C n 0 �n [V 0 r<7 0 0 1 0 00 �0 VI) C1q N X X X ao 0 Z 04 a-45 THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY DUST WALL. CONTINUOUS SEALANT 2x WOOD PLATE ROOF DECK i DO NOT USE DUSTWALL 1/2 C/D EXT. PLYWOOD SCREWED CONTINUE PLYWOOD TO STUDS OVER 6 MIL CLEAR POLY TO SHORE ROOF JOISTS SHEETS TO DECK WALL TO BE REMOVED EXISTING WALL I TO REMAIN — I z 1/2" CD PLYWOOD 6'-0" LOAD BEARING 4X8' -O" HORIZONTAL 4'-0" ELSEWHERE PROVIDE 2x4 NAILER 1 AT ALL JOINTS DEMO AREA INSTALL CONTINUOUS NOTES: LAYER 6 MIL POLY ; 1. INSTALL TEMPORARY SHEETS TAPE ALL j WALL IN SECTIONS JOINTS I APPROX 40'-0" PER DAY (COORDINATE WITH STORE MANAGER AND WAL-MART SALES RESTROOMS 2x4 AT 24" OC CONSTRUCTION MANAGER) 2. LOCATE VERTICAL 2x4' AS NOT TO INTERFERE ? ; WITH CEIL GRID OR LIGHT w FIXTURES 2x4 STUDS CSD 24" ao SALES ; 3. LOCATE HORIZONTAL O.C. (TYPICAL) 0 2x4 AT 2" ABOVE CEILING z I EXCEPT LIGHT FIXTURE W LOCATIONS X 4. SCREW PLYWOOD (MAX SPACING 12" OC) CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE- SEALANT UNDER 1 2 -0MAX. BOTTOM PLATE I CONTINUOUS SEALANT AGAINST PLATE 2x4 TREATED WOOD ANCHOR AT 24" OC SILL PLATE COORDINATE W/SPECIFICATION SECTION 01500. DUST WALL DUST WALL SECTION. 3 3/4"=1'-0" D010-003 2 3/4" = V-0" D010-002 GM ASSISTANT RECEIVING MANAGEMENT SPRINKLER OFFICE BALE CI AIMS DEMOLITION LEGEND EXISTING _-_-- DEMOLISH/REMOVE/RELOCATE AREA TO BE DEMOLISHED DAIRY r 4f� COOLER BREAKROOM j, GR RECEIVING Im -',`- ' SITE T0� `-CUSTOMER Lr_ -- U L- -°I�- 1 TIRE & }}-} TRAINING STORE MEN - CONTRACTOR TO REMOVE ' �°' Z ' r: = fill E AC1------------------------------ BATTE ---_ PORTION OF WALL TO IG JANITOR ; - - RRIDOR If STORAG j r r ACCOMMODATE PAIR OF MECHANICAL 3'-0"x9'-0" FLEXIBLE l�-Z PHOTO LAB i =ROOM TRAFFIC DOORSSTORAGEEXISTING PHOTO CENTER: CONTRACTOR TO REMOVE EXISTING CABINETS,COUNTERS, FIXTURES AND WALLS AS REQUIRED: CAP OFF EXISTING ' ' WAITING UTILITIES. PLUMBING TO BE PROPERLYOCAPPED OFF BELOW FINISH i ��ERY r ./�_ Q r AREA FLOOR OR INSIDE WALLS TO ALLOW FOR SMOOTH FINISH TO MATCH FREEZER -\I i �' o EXISTING. ELECTRICAL WIRE TO BE REMOVED BACK TO NEAREST J -BOX, i EDC #2 ��-CUSTOMER TILE WIRES AND PROVIDE BLANK COVER. REPLACE FLOOR AND CEILING pp qCI Q r ° r AREA } r TLE u r PLUMBING/ 13 13 OFFICE r i r � r r tal +..------------------ ----------- ----"► SECURITY EXISTING PETWALL: CONTRACTOR TO REMOVE EXISTING PETWALL AS REQUIRED. CAP OFF EXISTING UTILITIES. PLUMBING TO BE PROPERLY CAPPED OFF BELOW FINISH FLOOR OR INSIDE WALLS TO ALLOW FOR SMOOTH FINISH TO MATCH EXISTING. ELECTRICAL WIRE TO BE REMOVED BACK TO NEAREST J -BOX, CAP WIRES PROVIDE BLACK COVER. REPLACE FLOOR. CLEAN TILE. CLEAN, PREP, AND PAINT WALL SURFACES. SEASONAL SHOP SUPPLY TOILET a a a I1771 V71 V GLAZED CANOPY GARDEN CENTER I I I I I II 1 to DEMOLITION PLAN 1 1" = 30'-0" D010-001 } i 'MECHANICAL REAM r REEZE r r r r I r r , r r r � r C 3 I MEAT 2 } = AND D1.1 ; � _� t DELI � REMOVE EXISTING FLOOR TILE. } C 0 E DO NOT OVERLAY EXISTING TILE. t } 4 1 1 a a a a a a -------------------------------------- o S MEAT--- HOLDING i MEAT r 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w fan `` zf� zowiw' FOw ad W; "-`SEW zwwoza 0_ www' <d� Wwpoo L. ao _jo�zxaWFR © X11:60 � ZO wi-a w oasww ON Q z(n Co v_,°w3aorna ga Q cnx w mow, Ga zlJ 6<-jKW t�jw CL Ng o w0wwaIza V) =)WQomanxmn. i©a2 ISSUE BLOCK CHECKED BY. CONTRACTOR TO CONSTRUCT APPROXIMATELY DRAWN BY: REMOVE EXISTING FLOOR TILE AT FRONT, r COOLER PROTO CYCLE: PREP DOCUMENT DATE: 02-06-09 4'-0" FROM PHARMACY WALLS BEING REAR, AND FAMILY RESTROOMS. EXISTING r I r DEMOLISHED. DUST WALL DRAPE MUST EXTEND FIXTURES AND PARTITIONS TO BE SET ASIDE ; �=IVYY FROM CEILING TO FLOOR. REF 2-D1 FOR RE -INSTALLATION AFTER NEW FLOOR TILE wI=F-- ' IS INSTALLED. REPLACE ANY DAMAGED ITEMS. r SEAFOOD REF 3-D1 FOR DUST WALL. ' — -- I I FREEZER e e a e a e s r SEAFOOD COOLER ' r 'EAFOOD� ' f�PREP REMOVE EXISTING PHARMACY MILLWORK, WALLS, DOORS, TOILET FIXTURES, FURRING AT EXTERIOR CMU i jj r WALL, PLUMBING, ELECTRICAL, AND PRODUCE' MECHANICAL. CAP ALL ABANDONED � SERVICE CAK PREP r UTILITIES IN THIS AREA. PATCH ANDD _ DELI ECORATING; - T ���_ N REPAIR SUBSTRATE FOR NEW FLOOR ' L-= -.- .' _ _ Z/ `----- ' FINISHES -_-__= DELI ����I J✓�,� ® PRODUCE COOLER i COOLER ___ 1 i r i D1.1 DELI DLI BAKERYBAKERY HAIR i FREEZE PREP © FREEZER i CARE e e ° 2 VC1 WAL-MART AP-------� t--li --- ----------------- -----------�•r---------------� u \ JANITOR MONEY -CENTER OFFICE / u COOLER o II ------_-- — -- _____- - =_==__- - =----- =__ ­==-�- 0 = } � � i _ COURTESY __ McDONALDS i BANK DESK REGANAILS r _ ' CART ii ' ' ii GR CART STORAGE a GM i r == ii STORAGE VESTIBULEulmt GR ______ _ _ INCOMEOTHER VISION - _ - CUSTOMER FIRE VESTIBULE CENTER MEN CORRIDOR COUNT CASH JANITOR EMOVE PAINT FROM CUSTOMER REMOVE PAINT FROM CURB TO BARE WOMEN CURB TO BARE DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS CONCRETE CONCRETE SHOWN DASHED. REF DEMOLITION REQUIREMENTS NOTES ON N1 SHEET. 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w fan `` zf� zowiw' FOw ad W; "-`SEW zwwoza 0_ www' <d� Wwpoo L. ao _jo�zxaWFR © X11:60 � ZO wi-a w oasww ON Q z(n Co v_,°w3aorna ga Q cnx w mow, Ga zlJ 6<-jKW t�jw CL Ng o w0wwaIza V) =)WQomanxmn. i©a2 ISSUE BLOCK CHECKED BY. RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 "(�Fl�/_ M AR0016853 ; FEB Q 9 2009 DEMOLITION I PLAN SHEET: D1 E N � U)rn Q j U 0 4�-0 U U L �-I Q 3 12 �C: a a rn N O M O 00 \o \ X N X X Wo00 w O Z j Lr 0- ui REMOVE EXISTING BEER CASES 0 REMOVE EXISTING COOLER WALL BY KYSOR PANEL 0_ IREMOVE GLASS DOORSI AND GRAVITY RACKS SHOWN DASHED DAIRY COOLER `I$-- -I LOCK-UP REMOVE FLOOR l/ lig FINISH TO BARE CONCRETE -------------- F] ------------- II M/D DAIRY ABANDON AND I ABANDON AND INFILL EXISTING I I EXISTING BULKHEAD INFILL EXISTING PITS AND TUNNEL I ( TO REMAIN PITS AND TUNNEL .` REF 3-D1.1 I REF 3-D1.1 AP II p 13 REMOVE \ \ M/T COFFIN I REMOVE I M/T (COFFIN it COFFIN ( COFFIN I I li o I r. II\ ~•� .."`. IIS —— — M/T DAIRY ~-"""" ABANDON AND - INFILL EXISTING PITS AND TUNNEL REF 3-D1.1 LFE REMOVE —CO-) �I ° COFFIN li J L ---- II w IIo II II II I REMOVE FLOORING AND SLAB AS REQUIRED I, GROCERY TO CONSTRUCT NEW PITS AND TUNNEL. �� FREEZER VERIFY CASE LOCATION WITH FINAL MERCHANDISE PLAN PRIOR TO CUTTING SLAB. COORDINATE WORK WITH i REFRIGERATION CONTRACTOR I z r I� O o I REPLACE EXISTING EYEWASH REF PLUMBING REMOVE EXISTING DOORS FIRE CORRIDOR 0 REMOVE li r COFFIN _ 1 1 —w—, IICE CREAM _ FREEZER ° II J Ilw II O o II I� 0 p O jl jI 1 0 it REAR GROCERY DEMOLITION PLAN 3/3291_ 10-090oo,�-oo� I _I 1--1 U w0 REMOVE v COFFIN�■1 \ NN f � 1 I N w V; ■ r 0 0 0 MEAT AND DELI ° COOLER �l #2 PLUMBING/ MECHANICAL -110 100'-0" FINISH FLOOR 4" MNCRETE ON 1 1 /2" L DECK. >" x 2" x 1/4" CONT STEEL AROUND PERIMITER OF PIT TO EMBEDDED ANGLE zPIT COVER DETAIL 3)_Q0NCRETE 3/¢-1-o tali -ora RELOCATE REMOVE EXISTING EXISTING CASES CASES PROTO CYCLE: �.. DOCUMENT DATE: .� ------ IL I M/D REACH ---L— _-- M/D'REACH CH RELOCATE EXISTING CASES \77rr\T\C%- _,,. ,®• REMOVE EXISTING CASES W �i M/D REACH � M/D REACH RELOCATE EXISTING CASES. - REMOVE EXISTING 0 CASES Q O I— U-) i °D a 1Ie- M/D REACH ti M/D PRODU IT REMOVE EXISTING _Z DELI ISLAND REF MECHANICAL II II ' --------_-- I JNUSED TUNNEL OPENING WITH COPPER AND EXPANDING FOAM TO 6" THICK MIN ING TUNNELS ING CONCRETE REFRIGERATION PIT L---1-111 1v v1 i I ABANDON AND INFILL r PREP EXISTING PITS AND TUNNEL. REF 3-D1.1 REMOVE REEZER COFFIN MEAT REEZER --- ----- JLPI — + HOLDING I _ _ ,wl — - COOLER ° EcX�----- �-IL REEZER © 1 j w7-5 AFOC D E EAFO D LL_ OOLEF REEZET_ f - REEZER+ — `' r- 777) 1 ;E CREAMr SEAFOOD i /MISTERS /4REMOVE -------I ---------------------- /// EXISTING WEDGE REMOVE FLOORING AND SLAB AS /// RELOCATE EXISTING SCALES REQUIRED TO CONTRUCT NEW PITS AND ll TUNNELS. VERIFY CASE LOCATIONS WITH FINAL MERCHANDISE PLAN PRIOR TO/f / REMOVE EXISTING \�` `\� > CUTTING SLAB. COORDINATE WORK WITH REFRIGERATED CASE REFRIGERATION CONTRACTOR _ COORDINATE REMOVAL AND DISPOSAL OF i �i� rI REMOVE PORTION GROCERY EXISTING REFRIGERATED OF WALL SHOWN SALES CASES AND FIXTURES i i `�., �j DASHED REMOVE EXISTING /� >' PRODUCE PASTRY CASES PREP SHOWN DASHED (TYP) REMOVE PORTION r ler REMOVE DOORS /� r / OF BULKHEAD TO 0, REMOVE PORTION nr1An%ir rine+ruin rnn AAIn _• _.. _- / i FRONT GROCERY DEMOLITION PLAN REMOVE EXISTING FRP AND MAR -LITE FROM SEAFOOD PREP WALLS. PREPARE WALLS TO RECEIVE NEW FINISHES REMOVE EXISTING DOORS 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 (w 2067 s"C Q "—'z6F ZWc M w o P 4. <Sc~i� o<g <cc w < F_- 56j8=zUw w CL No< WwOOZ&F- >.Z01<-C9 sQUO O Ut UJ <3E wpW gNd} V1 qq�� WW O N0 3C-90 O w wk 00,5ww OR 85 J Qa .oasL`OFvr J(4,LNU L=l 00 ,P OU' -, ffiZNwm H NVW) 0< 1:9iw�2 X< FzDQ0RO.DWXan.woaI ISSUE BLOCK CHECKED BY- RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 O W � O W F-�-1 LLJ CE 0 Q O I— U-) i °D a � w Gc� z ISSUE BLOCK CHECKED BY- RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 GROCERY DEMOLITION SHEET: D1.1 KEYNOTES 1,03 BUILD TEMPORARY VISION CENTER. COORDINATE LOCATION WITH WAL--MART CONSTRUCTION MANAGER. 1.17 CLEAN ALL ELECTRICAL CAGES AND INSTALL 5 DIA. PVC TUBE W/CAPS FOR FULL-SIZED PRINT STORAGE IN EDC #1 - IN ADDITION TO EXISTING TUBE. SHEET NOTES 5 4 1 EB 15.3 1 14 13 12 11 10 9 8 7 6 ENSURE ALL EXISTING WALL STANDARDS TO N RE SECURE TO WALL. 43'-6" 3 2 37'-10 34'-0" 33'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 34'-0" 2. INSTALL WALL STANDARDS AND PEG BOARD PER FINAL MERCHANDISE PLAN AND STORE 1 iIi '' ii III II 1' III III "' III IIiI II III 3. ASSEMBLE JEWELRY CASES , COORDINATE WITH T H 4-A2 STORE PLANNING FLOOR PROJECT MANAGER.2 A5.2 4. ASSEMBLE SPORTING GOODS CASES, COORDINATEA52 �WITH STORE PLANNING FLOOR PROJECT 1_i MANAGER.TRASH _____ ________________ ___________ __________ COMPACTOR 5• ASSEMBLE PAINT BOOTH COUNTER AND FAN CLOUD. COORDINATE WITH STORE PLANNINGf- TRASH FLOOR PROJECT MANAGER. I I I I I ' 1 6. INSTALL I i � COMPACTOR � � I 2 � ALL PREFABRICATED CASH WRAP(S) FOR 1 ,0 1 CHECKOUTS PER STORE PLANNING FLOOR PROJECT MANAGER. CAULK BASE TO FLOOR WHEN LOCATION FINALIZED. 7. REMOVE EXISTING FITTING ROOMS AND BUILD C 1 I I I I ( I I p NEW FITTING ROOMS. CAULK MIRRORS AND GR ' SEATS. ANCHOR UNIT TO FLOOR. RECEIVING' 2 � 8. REMOVE ALL NEON SIGNS, EXCEPT TENANT 1 SIGNAGE. - - I_ - _ -- ^ - _ I I I I i I I " I 9. PATCH AND REPAIR ALL GYPSUM BOARD WALLS 1 AND CEILINGS PRIOR TO PAINTING. �-I ' RECEIVING 7 I i I 1 I I I i 11 10. MISSING CHILDREN BOARD(S) AND RECALL 1 GM N I I I I I ASSISTANT I 1 2SCHEDULE BOARD(S) TO BE INSTALLED BY GC. I 7 f A5.1 FIRE 6 MANAGEMENT FIRE I 5 I i I LOCATION TO BE PROVIDED ON FINAL N _1_ CORRIDOR OFFICE �- CORRIDOR - MERCHANDISE PRINT. ' I 1 11. PAINT ALL EXISTING BACK HALLWAY CORRIDOR ILL -I I ; I BOLLARDS AND/OR GUARDS P5. r 1 1 12. INSTALL BULLETIN BOARD(S) AS REQUIRED, REF 7 BALER CLAIMS SPRINKLER UPS 1 BALER . 19-A9. 1 i EDC #1 .'1- i16 q 13. POWER WASH SIDEWALK AROUND THE ENTIRE «a I I A (] 1 1 UPC/INVOICING - J PERIMETER OF BUILDING. 1 1 r'1 ---------------------- C14a w;' i1 14. SEAL PERIMETER BUILDING JOINTS AND SIDEWALK 1 g • FAMILY BACK OFFICE HALLWAY i JOINTS PER SPECIFICATIONS. RESTROOM _ ' " 15. REPAINT PERIMETER SIDEWALK FIRE LANE CURB ' ' � 1 / DAIRY " AND ASSOCIATED FIRE LANE PAVEMENT i -CUSTOMER COOLER WOMEN STRIPING. GM FIREMANAGEMENT ; 16. REPAIR HANDRAILS. 0 ( STOCKROOM i CORRIDOR TRAINING . i OFFICE 17. REPAIR FENCING AT FIXTURE STORAGE, BALE ' ' 1 STORAGE, RACK HOUSE. o I I 7 4 ----------- 18. ENSURE ALL GATES ARE OPERATIONAL AND - LATCH. A A3 PHOTO LAB/SITE BREAKROOM i 19. REPLACE ALL DAMAGED FENCE POSTS. REF H - I _ _ _ _ I_ _ _ _ I _ _ - (�-- 1 TO STORE r r 1 `:� 4-GC1. fn)_ Q - ° ° it 20. STRAIGHTEN AND PAINT EXISTING BOLLARDS. ENVIRONMENTA TIRE & 21. FILL IN CONCRETE RECESS AT CORE DRILLED CAGE I BATTERY 7 l __ J USTOMER BOLLARD AND FENCE POSTS WITH GROUT. STORAGE 60'-0" '_pry JANITOR MEN - =� �i 22. RAISE ALL SITE SIGNS TO 7'-0" ABOVE GRADE. Ir----- B B 1 NEW 1 h N 23. REPLACE ALL DAMAGED, MISSING, OR FADED 1 1 2 I PETWALL ; FIRE 1 24. DEMO SITE SAND REMOVE EXISTING CART CORRALS 00 ( AC1 ( I J 0 248'-3�" CORRIDOR AND SIGNAGE FROM PARKING LOT. PAINT OVER ----- r- A 4 1 " SIGNAGE PRIOR TO DISCARDING. !MECHANICAL ii 25. BUILD AND INSTALL WAL-MART FURNISHED CART 11 D'i CORRALS. LOCATE IN FRONT LOT PER CONSTRUCTION MANAGER. DO NOT ANC 1 HOE. 26. REPAIR CONCRETE AT GUARD RAILS AND i H J F K 0 i STOOPS. 27. REPAIR TOP CAP ON HALF WALLS AT CART i it ENTRANCE. ° ° ° i _ _ it 28. INSTALL BOLLARDS AT CART DOOR ENTRANCE(S). STORAGE ° ° ° i ° _ i� GROCERY REF 12-A5.1 SIM. NO COVERS REQUIRED. 1 1 29. HEADS P36AND BAS OT ES LIGHT 5 HT POLES AND FREEZER �PAINT ALL 1 ° WAITING 30. INSTALL RED BOLLARD COVERS AT FRONT AREA ' 298'-82" i; ENTRANCE BOLLARDS. ANCHOR COVERS TO 1 0 CUSTOMER 1 it BOLLARDS. 1 AREA n 1 i• LUBE & TIRE MOUNTING AREA i i i� i EDC #2 ° I F7 I I 1 F.1 N FJ F\ p ' pFFICE EEO it ICE " 1 i PHARMACY ---,L,-, i ' " ii NEW CREAM 1 PLUMBING i w N " 1 ,I 11 MECHANICAL N li FREEZER1. " ----------------- SECURITY D C h SUPPLY 0 A TOILET 1 1 ; I ¢ 1 1 1 I 1 1 i MEAT AND DELI I COOLER 1 5-A2 1 --------------- 16 PH1 i i C 1 I ' Ll E- - - - - - - - - a--------------------•----------------------------------__----------I- __ - _------ 1 1 N i N SALES - EA ' PREP 1 " 100 1.03 i I M � 1.17 1 HOLDING ' 1 COOLER I. ' 1 � ' 00 L ' O1 � 1 O N 1 O W U_ LLJ 1 LL_ -•-1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W WDA f2 31 M B 2NT0 <s0�oos a F!=2556q=Z'c - O 3W w�oowgWW�Q`t _l<4O�jCtvJ�}V1�'U pmv0 WWwzw m V) Xn M �n) Moag ISSUE BLOCK CHECKED BY: RF DRAWN BY: a W C) C.7 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 0 -- q GR ii GR CART STORAGE 1 A ¢ 3 A - -� - � W - _ _ _ _ _ _ _ _ _ 1 II VESTIBULE h-�•� Ljj Cr D 0 (n � ao OOIHER i� '- I �- CQw " I (O INCOME ° 1 �.=/ 0.0 z ISSUE BLOCK CHECKED BY: RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 (Uj n 0 (n LL " 1 B) 163bk 1 1 1 1 1 d' 1 1 /// SEAFOOD =�\ SEASONAL PREPi1 SHOP 1 �� II A PRODUCE 1 1 ji ; SERVICE CAKE ; !� PREP w c> ' DELI DECORATING RISER 1 J o CLOSET i �'�� r _ ����-------- -----------�i' 1 0 1 �i,� r `------- 1 ___-___J B.3 - - _ .'�' ----- it PRODUCE �C °° 1 -------- ;� _. , COOLER 1 0 41 2 1 I-------- ® 1 CL a) L q 1 Q' i © 3 GA1 1 I I I C-3NMc ;d,Y N I A5 " ° COOLER DELI 1 • rn o 1 ii BAKERY BAKERY PREP AR0016853 r--------------------------------- -__-• ' 1 •. • V a / ( UTILITY 1 o DELI �� FREEZER 1 • N a 1 HAIR 1 1 u FREEZER '�'�' ' .•• � o B - �- - - - - -- � CARE ° ' ° ° ° ° ' -- '- ' sj••' ....•'• .j► ® �� 1 1------r---•-- ---------------------------------- ) •-. 1------------ ----------------------- FEED p�G N . 1 t r' o O T � i EDC II ��\ i A5 '� II BAKERY I L M N N _ � " #3 liJANITOR ----------------------------------- ------ --------------------------------------------------- w _ in 2 1 t5 ® u � .__---_______ ,' II 1 COOLER ________________________________ __•1 fl--------------------------------------------------------�' FEB 092009 1 H SALON it =----------------- --- --- --------60 (101, 1 0 _0) A.5 - -I - - - - - - - - - - - - - - - - ® - - --- McDONALDS -----• . _' I , STORAGE ' O©� .------- COURTESY MONEY -CENTER ---� o _ 1 1 _ DESK REGAL --- -_- 1 o CANOPY i i BANK NAILS AP T2[O 0 1 GARDEN 1 GM CART II 1 OFFI C 1 � It I CENTER � �i STORAGE u I 1 o. I i n GM -- q GR ii GR CART STORAGE 1 A ¢ 3 A - -� - - - - _ _ _ _ _ _ _ _ _ 1 II VESTIBULE VESTIBULE q ' c OOIHER i� '- I �- • " I (O INCOME ° 1 �.=/ 0.0 i� n i OTHER 1 INCOME14 00 VISION CUSTOMER �� FIRE COUNTING CASHL"I OAA MEN 11 CORRIDOR `�J �� _ _ - - _ _ _ _ _ 1 - - - - - - - - - -' - - - - CENTER 1 CUSTOMER �" O JANITOR q 1 1A 1B _________________..____________..______.._________________..______--------_________________r 1 1 o ao NORTH NN FLOOR PLAN 1-A2 X 1 1 1„ 01n, » X00 L - -0 AO10-001 �a �~0 Z N SHEET: of. A -0 �W V)� >--0 M LO �C n 0 �Q 0 0 1 b 00 :a Nx x x 6 � �a zj Of a a� 7„ FULL PVC1 EDGE TYP MITER CORNER TYP-j ANCHOR LOCATION AT ALL CORNERS TYPICAL - L3" ALUMINUM TRANSITION TYP PVC 1» ' 16'-0" 6„ 6� SHEET NOTES LEGEND 1. REF A7 FOR SCHEDULE FINISH KEY 2. DIMENSIONS OF PVC1 FLOORING TO BE VINYL COMPOSITION TILE (VCT) DETERMINED. REFER TO FINAL TILE PLAN PROVIDED BY WAL-MART FOR FINAL LOCATIONS. CERAMIC TILE (CT) 3. REF STRUCTURAL DRAWINGS FOR EXPOSED AND INTEGRALLY COLORED CONCRETE FLOORS 4. ROUT OUT AND REPLACE EXISTING CRACKED OR CARPET (Cl) (C4) DAMAGED SEALANT IN INTERIOR CONTROL JOINTS IN CONCRETE SLAB. FIELD VERIFY LOCATIONS AND EXTENTS REQUIRED. ENTRY TILE (CT2) 71 TEXTURED, COLORED CONCRETE WITH ID 4'X4' GRID (TC) PVC PLANK FLOORING (PVC1) ❑ QUARRY TILE (QT) RESINOUS FLOORING (RF) PAINTED CONCRETE (PC) FLOOR FI 1 " = 20'-0" NISH PLAN A011-001 NO FLOOR COVERING 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W zo W c�, r-�-W o rn v1 L,a62 zLj -i1 S CK ggFQOz�aq� voz L>-pd"� zo i-- z �M NV '©� gzorjS�g�'N�aoNOv=w��a�a�4•SfcW Ww'ooO'e�aOgtna�6W�fgo-aozaz_OU-0 w '42U0 MOMBwvwz�w �zm .NNz<macµ�85<3>- V) Xo.ai- ISSUE BLOCK CHECKED BY: RF DRAWN BY. RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 F j , �� y �-• N1V- • �O � :t71�. i—• � AI"30016853 ;' C) `y�'�ED Ate FLOOR FINISH PLAN SHEET: A1.1 U -0 v o v� o S w <c .E Y)u m° 0 �C. 0) O O M 0 oco \o NX X X o00 0 0 _Z N F- Z 0? 1 no <L LLI 0' I ; r F-- Z O MM pa„ 00 V CL >- X CL EXISTING EXT 2;1 CMU WALL SE IT GIRDER OR T TO MATCH NCENT WALL AS :DULED T COLUMN TO �11-1 ADJACENT AS SCHEDULED T CMU FROM H FLOOR TO AS .DULED 1NG CONCRETE R SLAB TION INTERI 1 1" = 30'_0" PAINT PLAN 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016M Li ffiL�o as ~�g0U. 00 Nw lL a� > 1<9 i a�wx�o <ot=' O 3c�-i w mo a� CLMI--a w F- I-- 0 IL , 'wwtnog'?aoZz -JFcwio_r�"" v -'col a � - wv� z0W o�M�wzQow � an00-M an0.woa� ISSUE BLOCK CHECKED BY. RF DRAWN BY: ►-a w �w.��.,� �r...rs 192 PROTO CYCLE: 0 DOCUMENT DATE: 10-01 p� a o w Lij r a o O0 ��o ' � W z a ISSUE BLOCK CHECKED BY. RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 F Ft �P NN,yj' . Q 0--. AR0016853 ; ED AQ► FEB 0 9 2009 INTERIOR FINISH PLAN AND DETAILS SHEET: A1.2 a :3 rn 0 3 �> o O N 00 0 m N a� i U v rn ./ o� N 1E �W N a w +' >E CA SEALANT REGLET (REPLACE EXISTING) - PITCH BREAK TRIM SEALANT AT 'Z' TRIM CONTINUOUS TAPE SEALANT STANDING SEAM METAL ROOF 'Z' CLOSURE TRIM EXISTING BENT / PLATE BRACKET 30# FELT EXISTING DECKING EXISTING METAL STUDS EXISTING BATT INSULATION— FLASH NSULATION—FLASH 1-1/2" =1 0' TAIL TION A020-004 �,�, STANDING SEAL METAL EDGE TRIM/DRIP PAR MATCH METAL CONTINUOUS MI ANCHOR WITH I ROOFING NAILS DRIP EDGE 7 3" = 1'-0" A020-009 P88 HM DOOR (TYP) STANDING SEAM METAL ROOF, 30# FELT EXTEND MEMBRANE WATERPROOFING 8" UNDER #30 FELT EXISTING DECKING EXISTING BATT INSULATION P88 TYP TYPT\/h RI RI RI AFTER REMOVAL OF EXISTING STANDING SEAM METAL ROOFING, REPAIR/REPLACE EXISTING DECKING AS REQUIRED TO i PROVIDE SOUND SUBSTRATE FOR , NEW STANDING SEAM METAL ROOFING 8 i,_... 12 I' 7 I A2 SECTION 6 1/4" = is—ops A020-008 OVER DOOR (TYP) Ijk 113'-4" NV COLOR CH SIDE'ELEVATION �•+ 1" = 20'-0" A020-003 TYP HM DOOR (TYP) NVEZI HM DOOR (TYP) TYP SIDE ELEVATION PAINT CAaRDEN CENTER METAL CANOPY 2 1" 20'-0"A020-002 DO NOT PAINT GLAZED CANOPY STRUCTURAL STEEL (NOT SHOWN) TO STRUCTURES. MATCH ADJACENT WALL COLOR. NOTE: PAINT FIELD ABOVE SECTIONAL OVERHEAD DOOR TO WRAP UNDERSIDE OF HEADER, . TYP. ATION. A020-005 OVER DOOR (TYP) P98 Ldw i tri ......ter. 0 0 0 0 0 0 0 0 0 o a o NOTE: PAINT FIELD ABOVE SECTIONAL OVERHEAD DOOR TO WRAP UNDERSIDE OF HEADER, TYP: .4" GE TYP CAP TYP) P98 COPING P98 P94 P88P94 192 P83 P98 P103 P83 P94 PF4 P94 DOCUMENT DATE: 02-06-09 *Mow LiYi11g 0 NNW Walmart •�• O o w �Z 0 LIJ d 0 c - c O ;� pi4'jk b COLOR CHANGE 0 1, 1'\H I. I P88 P88 TYP,. HM DOOR (TYP) PF4 P83 N 10 P83 P94 P94 P88 P88 P83 al P83 P$$ TYP w FRON T ELEVATION PAINT GARDEN CENTER METAL CANOPY DO NOT PAINT GLAZED CANOPY STRUCTURAL STEEL (NOT SHOWN) TO 1" = 20'-0" A020-001 STRUCTURES. MATCH . ADJACENT WALL COLOR. 710 West Roselawn Drive. Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Huday Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Ld w. Wiz w L- �cn F= 5 0 � �a zi-f'a�opGKT�zaNw w� *2< Ww aoz&F- � ai" '-qoi za�xa'WiEFo Z a��o�iii�awvWi�w`�� 0 3v w Mqw a► -a OW z � '01 u aa a Q zN �QeWW0 9:3 �. J¢a -0-0 U >- az gc~i�WVJ�~W cn Q av�wzazIr.•c V) o aRMMatIL(.wcacL2 ISSUE BLOCK CHECKED BY: I RF DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 00 DOCUMENT DATE: 02-06-09 0 NNW O o w �Z 0 LIJ d 0 c AVON=© c O ;� ISSUE BLOCK CHECKED BY: I RF DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 EXTERIOR ELEVATIONS N i - D N Q E N m 0 `«- c Q a L� O r) rnQ 0 1 0 It N N X X o� �QZN t;* b a Outdoor L 1' 4" C 4"_ 0 Iving 2'-11" Lu be 12" LUBE SIG 1/4" = 1'-0" 2'-3$" Tire 12" TIRI 1/400 = 1'-0" SIGNAGE PERMITTED SEPARATELY. .--.,"--Tire & Lube I GN AGE524" TI R 37'-3" UBE SIGNAGE 28'-74" 1'-6" 7'-1 4„ r r (0 17'-5" 1��p 23'-9j" z r� 1 • V inic al rl °� NN • 04 ." --Market -- arePharma 1'-2A"81"94»5j"8A"5A"0 e IIrfn� 0 N AN' 74 74- _714- -W 24" HOME & LIVING SIGNAGE., 1/4" = 1'-0" A021-003 24 MARKET & PHARMACY SIGNAGE 5 ,-- WALMART SIGN 2 1 /4" = 1'-0" A021-002 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No ARD016853 Uj 6z _ 6 �o W wz p N F <wU X<3i _ 5 :5 % �- Z �ioo qQ ��=q o0w- <NTw 0 wW �3Z<<�-�WUFgo Z4���gvwi<QW(Wi10�j<K OZN RNIr0owcon65UwCL �Zf5 C7� Z K 0 5 C3Z OmUti W15 E-3 �w zI-'��ow ooc�<O� N o<50: w� ��< �� 8 u)o-=an.3ioam Low C= ©� o� �N 1�W oW 0 C= C/)o CQz oa 0 ISSUE BLOCK CHECKED BY: RF DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 �L N MOR�4 •. co:Q,. -7 . •U .. A 0016853 FEB 0 9 2009 SIGNAGE SHEET. A 2.1 41 v � cr c � 0-0 v C3 Qo M 2� < 0 00 to % 0 o \ E N N m� 0 Qv d - C) �- �0 to rn 0 a o0 N 0 \ 0 d' N N x x 600 Zo � cx . 2,_811, FRAME TYP 6'-8" 5'-41„ 6'-891 2'-891 06 10 TYP OF 4 1.51 %p BOLLARDS AT EXTERIOR 00 VEST�B�ULE�DO�O�Rlj1�-0138 FACE OF STUD Wi PLASTIC LAMINATI ALUMINUI CORNER C MITER BA AT CORN 7)jFINISHED DETAIL 3/4"=1p-09t A030-007 4)- 1 STOCKR PLAN A032-006 0 io AT TV WALL GONDOLAS, ADD SECOND BOLT AT 10'-0 AFF. USE 3/8"X5" WEDGE BOLT AT CMU OR 1/4"X6" LAG SCREW AT STUD WALLS. INSTALLED BY GC BOLT ALL UPRIGHTS TO WALL AT6'-0" AFF. USE 3/8"X5" WEDGE BOLT AT CMU OR 1/4" X6" LAG SCREW AT STUD WALLS. INSTALLED BY GC ALL 84" HALF GONDOLAS REQUIRE ONLY 1 ANCHOR BOLT AT 6'-0" AFF GONDOLAS AND HARDWARE PROVIDED BY WAL-MART METHOD OF BOLTING WILL VARY DUE TO DIFFERENT WALL MATERIALS USED. REFERENCE MANUFACTURER INSTRUCTIONS. WALL MOUNTED GONDOLA GOND( rc"***N N.T.S. 5,- 0" EQ L EQ �--ADJACENT WALL 1" MINIMUM �``• FROM TAB ON 1" UPRIGHT HOLD DOWN STRAP INSTALLED BY W 1/4"X 3" WEDGE BOLT INSTALLED BY WM LA ANCHORING NOTE: FOR CMU/CONCRETE WALL MOUNTS, USE (6) 3/16" DIAMETER TAPCON ANCHORS WITH 1 1/4" EMBEDMENT WITH STANDARD MONITOR WALL BRACKET III III III III uI I IIBONN' II CEILING AS SCHEDULED II II II ii (2) 2x10 BLOCKING IN STUD WALL CAVITY ul In iii III DUPLEX OUTLET MOUNTED iii III AT 80" AFF lu COAXIAL OUTLET MOUNTED a III II AT 80" AFF" III DOUBLE BACK TO BACK METAL STUDS IN WALL V. BLOCKING ELEVATION I•IIIII.II.111-_ISI IIIIIII.�1�11• ' = 1'-0" A030-003 SHELVING REMOVED FOR CLARITY SAFETY WARNINGS THE FOLLOWING CONDITIONS COULD PRODUCE AN UNSAFE ENVIRONMENT FOR CUSTOMERS AND ASSOCIATES. 1. GAPS BETWEEN SHELVES SHOULD NOT EXCEED 5/8" 2. UPRIGHT DEFLECTION IS NOT TO EXCEED 1-3/8" IN A HORIZONTAL PLANE. 3. SHELVES SHOULD NOT SLANT DOWN DUE TO UPRIGHT DEFLECTION. 4. SHELVES ARE NOT TO EXTEND BEYOND BASE DECK AT ANY TIME. 5. EXTENDERS SHOULD NOT BE USED ON ANY HALF GONDOLA THAT WILL CREATE A HEIGHT OF 72" OR TALLER UNLESS IT IS ANCHORED TO THE WALL. ALL HALF GONDOLAS 72" OR TALLER MUST BE ANCHORED TO THE WALL. EXISTING WALL STUDS— EXISTING GYPSUM BOARD CHAMFERED SMOOTH — METAL STUD WALL WAINSCOT LOCATIONS REF PLANS 1/2" PLYWOOD WAINSCOT OVER SUM BOARD. PAINT Ln8j SET PLYWOOD ON SEALANT BED SEALANT 2x8 WOOD BASE, CHAMFER TOP AT 45" PAINT P38 DB5 SET BASES IN CONTINUOUS SEALANT 2)2LYWC 11/2" = 1'-0" PLASTIC LA EACH SIDE ALUMINUM GUARDS — WALL END 9 3"=1'-0" 093005 A030-009 5W A AT DOOR JAMB NOTE: IF 2x8 IS EXISTING DO NOT REMOVE TO CHAMFER. ut P34 I , " 4t-092 OPEN TO 4 -0 SITE TO pL3 o STORE ALUMINUM EDGE AT ��� f + + f f TOP AND CORNER +*f�f++}**.**+ -A OF LAMINATE +f+fff*+++*+}+ 0 *++f+}+p*}*+}f+ DB5 ++*+�++*+*++A* WG N *f++*+*++++f*++ NOTE: INSTALL BASE+++++++++++++++ + AFTER MERCHANDISE ++++f+}+}*}*+' f*+++++*+*f+f+ `V RACKS ARE SET. + + * * * + EXTEND BASE TO EXTEND BASE TO IRST MERCHANDISE RACK REF PLAN FIRST MERCHANDISE RACK FIELD VERIFY FIELD VERIFY Q SALES WALL ELEVATION. V 1 /4,1=1'-011 BUILDING WALL 2"x3/4" PLYWOOD FUR STRIPS AT 48" OC (PROVIDED BY WAL-MART) PEG BOARD SHELF STANDARD MOUNTED ON FUR STRIPS THREADED BOLT AND NUT FROM BACK OF FUR STRIP SPACE AT 24" OC VERTICALLY A 3" POWDER ACTUATED FASTENER fik TOP OF STANDARD 96 AFF 9 THREADED BOLT AND TOP OF STANDARD NUT FROM BACK OF ' 96 AFF FUR STRIP SPACE AT 24" OC VERTICALLY -01 o EXISTING WALL I N 2"x3/4" PLYWOOD FUR gy STRIPS AT 48" OC U (PROVIDED BY WAL-MART) �J `'""-3/8"x 3" LAG BOLT �j SPACE AT 24" OC PEG BOARD BETWEEN cv VERTICALLY SHELF STANDARDS EXISTING BLOCKING SHELF STANDARDS 0-:4—WALL STANDARDS MOUNTED ON FUR AT 48" OC STRIPS A (2) SLEEVE ANCHORS AT EACH THREADED BOLT BASE DECK (FIXTURE) LOCATION TO ANCHOR FUR 0 STRIP TO CMU WALL N GYP BD WALL BASE DECK (FIXTURE) CMU WALL _ STANDARD MOUNTING A030-014 1NG UM BOARD PLYWOOD 2x8 CHAMFER 3c SIDE AT 45" r MIN I I P38 EXISTING GYPSUM BOARD 1/2" PLYWOOD P38 WOOD 2x8 CHAMFER TOP AT 45" P38 EXISTING STEEL TRACK INSIDE QORNER T DETAIL NTD: USE THIS DETAIL ON EXISTING WALLS IN A030-002 ApOFFICE HALLWAY AREAS, OiAm E SWITCH PLATES R NOTCH PLYWOOD ;COT 1" BEYOND IT OF COVER PLATE OF STUD WALL 2" OFFSET TYP AT SCREW HOLES ACKUP BEHIND CORNER GUARD )NE 2X6TO 4"WIDTH 1/4"x4' -O" ANGLE CORNER GUARD P5 >R TO CORNER WITH ?" COUNTER SUNK FLAT SCREWS AT 16" OC DOD BASE CORNER GUARD. 111•III��II.I�II�II 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w f5wo Ij t- Z F= 0 p P(n! Y a�WU60 :1p51 �4 sTF-gQ� Z�hrOZ�w Qa�z`ta1`�wmr-y00� Ii 3ac4aaj pa<�v)jgaa c5s d 8§§9w -8f-- 1.- z°'izz Qvn�o wx ORa g 0w z fA CL 0 CX Z ONW �- u, M z °° Fz;oc�r a�c�ain RF \ ' a w EYEWASH 0 PROTO CYCLE: IR \ DOCUMENT DATE: 02-06-09 ;O CL AR r7 W 5" WIDE PAINTED STRIPES (P5) @ 12" ON o N�N F-�-� W n CENTER, ® 45 DEGREE 0 I oCQ114 ANGLE TO 5" WIDE EXTERIOR BOUNDRY LINES EYEWASH PLAN 10 3/811 1" MINIMUM �``• FROM TAB ON 1" UPRIGHT HOLD DOWN STRAP INSTALLED BY W 1/4"X 3" WEDGE BOLT INSTALLED BY WM LA ANCHORING NOTE: FOR CMU/CONCRETE WALL MOUNTS, USE (6) 3/16" DIAMETER TAPCON ANCHORS WITH 1 1/4" EMBEDMENT WITH STANDARD MONITOR WALL BRACKET III III III III uI I IIBONN' II CEILING AS SCHEDULED II II II ii (2) 2x10 BLOCKING IN STUD WALL CAVITY ul In iii III DUPLEX OUTLET MOUNTED iii III AT 80" AFF lu COAXIAL OUTLET MOUNTED a III II AT 80" AFF" III DOUBLE BACK TO BACK METAL STUDS IN WALL V. BLOCKING ELEVATION I•IIIII.II.111-_ISI IIIIIII.�1�11• ' = 1'-0" A030-003 SHELVING REMOVED FOR CLARITY SAFETY WARNINGS THE FOLLOWING CONDITIONS COULD PRODUCE AN UNSAFE ENVIRONMENT FOR CUSTOMERS AND ASSOCIATES. 1. GAPS BETWEEN SHELVES SHOULD NOT EXCEED 5/8" 2. UPRIGHT DEFLECTION IS NOT TO EXCEED 1-3/8" IN A HORIZONTAL PLANE. 3. SHELVES SHOULD NOT SLANT DOWN DUE TO UPRIGHT DEFLECTION. 4. SHELVES ARE NOT TO EXTEND BEYOND BASE DECK AT ANY TIME. 5. EXTENDERS SHOULD NOT BE USED ON ANY HALF GONDOLA THAT WILL CREATE A HEIGHT OF 72" OR TALLER UNLESS IT IS ANCHORED TO THE WALL. ALL HALF GONDOLAS 72" OR TALLER MUST BE ANCHORED TO THE WALL. EXISTING WALL STUDS— EXISTING GYPSUM BOARD CHAMFERED SMOOTH — METAL STUD WALL WAINSCOT LOCATIONS REF PLANS 1/2" PLYWOOD WAINSCOT OVER SUM BOARD. PAINT Ln8j SET PLYWOOD ON SEALANT BED SEALANT 2x8 WOOD BASE, CHAMFER TOP AT 45" PAINT P38 DB5 SET BASES IN CONTINUOUS SEALANT 2)2LYWC 11/2" = 1'-0" PLASTIC LA EACH SIDE ALUMINUM GUARDS — WALL END 9 3"=1'-0" 093005 A030-009 5W A AT DOOR JAMB NOTE: IF 2x8 IS EXISTING DO NOT REMOVE TO CHAMFER. ut P34 I , " 4t-092 OPEN TO 4 -0 SITE TO pL3 o STORE ALUMINUM EDGE AT ��� f + + f f TOP AND CORNER +*f�f++}**.**+ -A OF LAMINATE +f+fff*+++*+}+ 0 *++f+}+p*}*+}f+ DB5 ++*+�++*+*++A* WG N *f++*+*++++f*++ NOTE: INSTALL BASE+++++++++++++++ + AFTER MERCHANDISE ++++f+}+}*}*+' f*+++++*+*f+f+ `V RACKS ARE SET. + + * * * + EXTEND BASE TO EXTEND BASE TO IRST MERCHANDISE RACK REF PLAN FIRST MERCHANDISE RACK FIELD VERIFY FIELD VERIFY Q SALES WALL ELEVATION. V 1 /4,1=1'-011 BUILDING WALL 2"x3/4" PLYWOOD FUR STRIPS AT 48" OC (PROVIDED BY WAL-MART) PEG BOARD SHELF STANDARD MOUNTED ON FUR STRIPS THREADED BOLT AND NUT FROM BACK OF FUR STRIP SPACE AT 24" OC VERTICALLY A 3" POWDER ACTUATED FASTENER fik TOP OF STANDARD 96 AFF 9 THREADED BOLT AND TOP OF STANDARD NUT FROM BACK OF ' 96 AFF FUR STRIP SPACE AT 24" OC VERTICALLY -01 o EXISTING WALL I N 2"x3/4" PLYWOOD FUR gy STRIPS AT 48" OC U (PROVIDED BY WAL-MART) �J `'""-3/8"x 3" LAG BOLT �j SPACE AT 24" OC PEG BOARD BETWEEN cv VERTICALLY SHELF STANDARDS EXISTING BLOCKING SHELF STANDARDS 0-:4—WALL STANDARDS MOUNTED ON FUR AT 48" OC STRIPS A (2) SLEEVE ANCHORS AT EACH THREADED BOLT BASE DECK (FIXTURE) LOCATION TO ANCHOR FUR 0 STRIP TO CMU WALL N GYP BD WALL BASE DECK (FIXTURE) CMU WALL _ STANDARD MOUNTING A030-014 1NG UM BOARD PLYWOOD 2x8 CHAMFER 3c SIDE AT 45" r MIN I I P38 EXISTING GYPSUM BOARD 1/2" PLYWOOD P38 WOOD 2x8 CHAMFER TOP AT 45" P38 EXISTING STEEL TRACK INSIDE QORNER T DETAIL NTD: USE THIS DETAIL ON EXISTING WALLS IN A030-002 ApOFFICE HALLWAY AREAS, OiAm E SWITCH PLATES R NOTCH PLYWOOD ;COT 1" BEYOND IT OF COVER PLATE OF STUD WALL 2" OFFSET TYP AT SCREW HOLES ACKUP BEHIND CORNER GUARD )NE 2X6TO 4"WIDTH 1/4"x4' -O" ANGLE CORNER GUARD P5 >R TO CORNER WITH ?" COUNTER SUNK FLAT SCREWS AT 16" OC DOD BASE CORNER GUARD. 111•III��II.I�II�II 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w f5wo Ij t- Z F= 0 p P(n! Y a�WU60 :1p51 �4 sTF-gQ� Z�hrOZ�w Qa�z`ta1`�wmr-y00� Ii 3ac4aaj pa<�v)jgaa c5s d 8§§9w -8f-- 1.- z°'izz Qvn�o wx ORa g 0w z fA CL 0 CX Z ONW �- u, M z °° Fz;oc�r a�c�ain CHECKED BY. RF DRAWN BY: a w .. 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 r7 W o N�N F-�-� W n © 0 I oCQ114 pA C> CHECKED BY. RF DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 N Ai co-, U 0-0. AR0016853 ED A� FEB0.9 2009 >HEET: A3 W •- Q 03. l.- N U) W Q % ..r U o O C'0 a C C O � U d� i3 v.. in 3: m o 4- C 0� v �0 r7 rn0. 0I 000 NO 0 X N X X t- Q Z j 0- N L 5 f. DTH NEOPRENE TAPE GASKET FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER. TOP OF CURB CONT EDGE SEALANT IF REQUIRED BY MFR ROOF MEMBRANE �n EXISTING INSULATION MANUFACTURED METAL CURB INSULATION FASTENER AND PLATE STEEL ANGLE REF STRUCTURAL NOTE: FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD INSTALLATION, CENTER WALKWAY PADS ON WALKWAY PADS SPACED WALKWAY PADS SPACED 3" JIB CRANE .SPACED 3" APART 3" APART LOCATED ON APART LOCATED ON ALL SIDES AND 6" FROM EDGE OF ROOF 3 SIDES OF AH U OF REFRIGERATION OR PARAPET & CONDENSER RACKS NOTE: DO NOT INSTALL �(� FIR I 11�. WALK WAY PADS UNTIL ROOF .PENETRATION FLASHINGS ARE COMPLETE. WALKWAY PADS SPACED JIB CRANE 3" APART LOCATED_ ON ALL SIDES OF RTU WALKWAY PADS SPACED 3" APART ADJACENT TO ROOF HATCH RTU WALK PAD I A =.'-%I 1 w it 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016W W Wy p o p �W kxiEffiz W to�.I <ry 0v iE< 0 �� z ¢60 9 W�Fo Z Q�p��vildQW�'�� 0 Mw-8N'gw-.zg0 w=Z� J4 pl,j FTZzW�Y y�t� D Qz OmUta Wt�J�IS2C0 LL O aSO �Q;O '�aaz�aro ov�naaa BLOCKISSUE .� wm� CHECKEDBY: RF DRAWN BY: AH M V C=I /� 192 0 D Mph--�^�" 02--06-09 W V CD 'a G�? © pr -4 O C O W G4 O BLOCKISSUE .� wm� CHECKEDBY: RF DRAWN BY: AH M PROTON 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02--06-09 F FLDn Q''� , Y ••••• •7® it AR00 1 6853 ; FEB 0 9 2009 ' KEYNOTES 1.17. CLEAN ALL ELECTRICAL CAGES AND INSTALL 5" DIA. PVC TUBE W/CAPS FOR FULL=-SIZED PRINT STORAGE IN EDC #1 - IN ADDITION TO EXISTING TUBE. 1.51 32" STAINLESS STEEL BOLLARD, 4" DIAMETER, PROVIDED BY OWNER. n 6.06 REPAIR RETURN BIN AREA. 6.54 SAND AND SEAL WOOD CAP. 10.53 INSTALL ONE (1) 4'-0" SECTION OF WALL STANDARDS AT LOCATION . DETERMINED BY FLOOR PROJECT MANAGERREF 6--A5.1 710 West Roselawn Drive _.. Rogers, Arkansas 72756 PL3.. ¢ . P76 Q id58 INSTALL ONE (1) WAL-MART FURNISHED LOCKING SCHEDULE BOARD. Phone: 479.636.3545 LO T u7 CATION PER PROJECT ID PLAN. Fax: 479.636.1209 William Douglas Hurley Florida License No AR9191 9 Barry L. McNeill Florida License No ARD016653 . CI i� W w Fw w wpp DB5) B5 0 zWF= z� o -z Wr y' z5po'5 a¢ =zakiw p w� RzQ<b-`tj or i 1 CAE31NET ELEVATION �� ��oaz F KiEp 1 0 1/q.» 1,�0» gWC0 =ow `iw oa zSsaok'rn$W��ozir z W .. J Q ,$�``F�i �}UIQ-W O U F Nws� z k'Lo'o$cZTiaor P33 P76 ��r7lcc+inc�i>0...=) H3oa§ REMOVE ALL TILE AT TOP OF REMOVE ALL TILE AT TOP OF PILASTERS AT FRONT WALL. SOFFIT SOFFIT PATCH PILASTERS AND PAINT TO PATCH AND PAINT TO MATCH ADJACENT. TYP. MATCH ADJACENT. TYP. TYP P34 P76 -- P34 P76 —tP �- - P76 p71 CROWN CROWN SOFFIT SOFFIT P76 - P76 -- P76 P100 P14 P34 P34 P34 P34 P34 P34 4P34 ND WALLP34 4OPEN TO SOFFITOPEN TO OPEN TO OPEN TO OPEN TO OPEN OPEN TO ALUMINUM PL3 VESTIBULE ::::...........:' :'::::::: REGAL REGAL :::::•:: •:•:. :..,.. .::: PEN TOOPEN TO MONEY COURTESY CORNER GUARDSTO OPEV N TO ISIONVE TIBUNAI S LELSNAI SLC NPL3E TERDE ,SKBANKSALON♦eTENA T XX p65 CENTER +NWGTYPPL3P34 WG PL3 P34 ALUMINUM SOFFIT DB5 P34 PL3 U WG DB5 PL3 P34 TYP CORNER a TYP TYP TYP TYP GU ARDS W INTERIOR ELEVATION 00 A 9 3/32" 1' 0" ELEVATION E LEVATION c� g .....�........_. "0 c) 3/32" 1'-O" 3/32» 0 C 13 TILIT O EDC 2 10 0 w '122 811 I FTI 1.17 ���\ 9-A5 Q o P34 P34 A oo. \\�\ �~ 1 "'� o to PI -3 (` II 5-A5 1 PL3 OPEN TO SALES TYP i i ��� VC1 �"` A5.3 ----------------------------------------------=-------_----------__-----_______-----_ _-------_-____-_ TYP ICE MACHINE ------------------------ ----------- WG NEW MOP SINK ALCOVE _ ^_________________ __ ------ REFMEP,•--.---------------------------------------------------------------.-___ _ _______ _______ � ++*++ +++ +++++++ I I -------___- ---- _ _ - - - - --- -._..-------------------...._---------------------------------- ___----------°------ ' ____ ---- ' '�-� ii TYP OF 6 N ------------------------ 1 , + * * + -—_______------_ __ 1 z B 9-A5.1 SALON N ------------- I 1.51 IT++++++++ N 0 810 1 N I \:..:✓ 1 I I 1 STORAGE- --- - 0--------- JANITO(� ISSUE BLOCK 1 N , ❑ 1 809 CD ❑ 102 1 1 ---------------- -- OPTICAL EXAM #2, COURTESY DESK ELEVATIONImi 0 o SALES k 1 1 4» 1,-0» EXISTING AIR A i ' ' 1 FIRE6 ` / A050-006 CURTAIN I p N 1 1 BANK ; CORRIDOR 1 � 1 110 GM CART I I N N I i , STORAGE GM RECORDS � I 104 REF PLANS FOR WALL WIDTH VESTIBULE T ii 1 i 1 ii 101 � i ; III ii LAB CONTACT N i r i i WAITING SALES EXAM 1 I 1 AREA # N N w PAINT AS SCHEDULED PAINT AS II i i 1 N SCHEDULED 1 i OTHER1_____________________________•-_-----------_------------------------- --------____ _--_---____ CUSTOMER CUSTOMER W +++++++++++++ PL3 INCOME .I MEN WOMEN U + + + + + + + + + + + + 103 I RF t� ... +++++ + + + + + + +.....+ + CONTRACTOR TO REINSTALL II '`---------------------------------" 111 112 ++ + + + EXISTING EWC'S AFTERED '+++ + + + + + + WG I' N o i . ALL EXTERIOR AUTOMATIC BI -PARTING SLIDING ENTRANCE SYSTEMS SHALL BE CHECKED BY: N + + '+ + + + + + + +++++++++++ INSTALLATION ++++++++++++++++++++ ++++++++++++ APPROVED BY THE CITY OF SANFORD, FLORIDA AND HAVE A CURRENT NOTICE DRAWN BY: AMM x in _ +++++++++++++ I I/ /\ II (/ /\ i OF ACCEPTANCE NOA N N + + + + + + + + + + WG I + + + + + + + + + + + , I ( ) UMBER. THE CONTRACTOR AND/OR VENDORS SHALL VESTIBULE DOORS: GC TO PROVIDE FINAL ROUGH I + + + + * + + + + + . + . + + + + + + + + + t_ ` J� J�iL. .,.1 J SUPPLY THE APPROVAL NUMBER FOR EACH PRODUCT SPECIFIED TO THE OPENING HEIGHT AND WIDTH, FOR EACH DOOR, TO PROTO: 192 + + + + + + + ++-_...._____________________________ AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO ORDERING MATERIALS OR DOOR MANUFACTURER. INCLUDE LOCATION, HEIGHT, .++ +++++ + + + + + + + + + AND WIDTH OF STRUCTURAL STEEL IF APPLICABLE. PROTO CYCLE: 01-09-09 INSTALLING UNITS. COPY THE ARCHITECT WITH ALL SUBMITTALS TO THE AHJ. DB5 NO EGRESS WILL BE AFFECTED 11 DOCUMENT DATE: 02-06-09 DB51BY SCOPE OF WORK. A3 TYPICAL ELEVATION AT PL3 DRINKING FOU TAI PARTIAL'ELEVATION NN 5 _,_» GM VESTIBULE FLOOR 43 1/40) - 1 0 A050-005 1/4 1 -0 » I, Ag50- % 004 1 8 = 1 - 0 / A050-003 � I II KITCHEN f I I 404 9-A5LO �I ------------------------- II ----------------------------------.--------------------------------------_------------_--.------------------------ -�� ICE MACHINE -- 3-5/8" METAL STUD ------------------------------- ALCOVE L MC ------------------------------------------ -__--- BRACE AT 48" OC ------------------------------- -__-------- ---- TYP OF 6 a ANCHOR TO ADJACENT EXP 'C 1.51• EXTERIOR WALL COURTESY of DINING Q°.• 44. N ° 6"x6" LIGHT GAUGE 0 TA WAL--MART .t� NN METAL ANGLE z �► DESK ,• Y 4-A6 MONEY ---- ° ----_ ° AREA �Qy :,�-y► ,.. METAL STUDS I z v 105Lo - - -----------� 402 :� 0 6.54 Q CENTER Lo n' d TO 11 -0 AFF .- X J y o— o 0 7CI F- � 10.58 f - d w �? d 801 ------------------- AF1G353 0 2'-6" ¢ Q McDONALD'S ®•• a, / CEILING AS SCHEDULED I I 2-A9 s ""•. o CURTAIN AIR ��'��ci N AP REGAL NAILS OFFICE N 1/2» GYPSUM BOARD 802 119 u� �. I FEB, 9 99 LINTEL REF 1-A6 10-A5 6-A5 � 10.53 I I Q N METAL A A 1 GR CART Q E AL CORNER BEAD _-_.RETURN_.- -: A , 1 . -� �- _ _ c� ,��► a� `� NEW MOP SINK ' I STORAGE �'----2x8 HARDWOOD -T STORAGE i 2 A9 a 2-A9 REF MEP GR CAP SEALED EQUIPMENT Q N N I F1-1.8 o EASE EDGES d 1/2" GYPSUM BOARD 109 A 106 VESTIBULE ' i 6.06 A 115 �I " 1/2" PLYW00D a r JANITOR VESTIBULE PLASTIC LAMINATE PL3 it REDBOX ,a I � REMOVE PASS-THRUL 116 I i I , OTHER M INFILLi WALL 'TO MATCH 0 6 TI ME A L STUDS AT CO �'"�' � AT 2'-0 OC ADJACENT WALLS WITH COUNTING) AS ; INCOME PLANS AND LIKE FINISHES 108 107 --------------------------------------I RB PANEL 117 DETAILS � - DB5 2X4 WOOD BUMPER 1 o _ o rn a � . NO EGRESS WILL .BE AFFECTED of 1BY SCOPE OF WORK. L. i L. J .,.1 i Lr ,.� �. 0 00 � L J '`_------------------------ X RETURNS SECTION 11 GR VESTIBULE FLOOR PLAN A3 CE 00 3/4"=1'-0" A05Q-002 1/809 =. 1>-0" wo / A050--001 C: �o SHEET: II I to O �y ¢° u0 0 M u/, a <t 0U) 14)/ tai L_ tJ� % d � O E N a) >- Q O U) M r7 6j 0 V) 0-) 0 0 0 00 N :C7 \ 0 d- N N XX X 00 w0 zj a� TRANSITION STRIP SCHEDULE DOOR DOOR CONDITION SECTION CONCRETE TO VCT PVC 9-A5.1 CONCRETE TO CERAMIC TILE QUARRY TILE 8-A5.1 VCT PVC TO CERAMIC TILE QUARRY TILE 2,3-A1.1 VCT TO PVC NONE LOCATE JOINT BETWEEN FLOORING AND TRANSITION STRIP UNDER DOOR DOOR DOOR DOOR DOOR a W 3-1/2" I 192 2" TRANSITION I 3-1/2" I 2" TRANSITION TRANSITION I STRIP I TRANSITION STRIP STRIP -' W -' STRIP O W JAMB two JAMB JAMB 0 JAMB Q 6" WALL sn o 6" WALL 3-5/8" 3-5/8" W WALL WALL 11 FLOORING TRANSITIONS 1 11=1'-0" A051-011 REMOVE EXISTING GYP BD AS REQUIRED AND PROVIDE CONTINUOUS 6" WIDE 20 GA STEEL BACKING PLATE ATTACHED TO STUDS WITH (2) #8x1/2" SELF -DRILLING PAN HEAD SCREWS EA STUD. VERIFY WALL STANDARD MOUNTING POINTS ALIGN WITH BACKING PLATES. PATCH GYP BD AT COMPLETION.-\ 4' LONG WALL STANDARDS ® 24" OC MAX (FURNISHED BY WAL-MART FOR INSTALLATION BY CONTRACTOR) ATTACHED I 0j TO EACH BACKING PLATE 7 4 cv THROUGH GYP BD WITH .- #10-16x2-1/2" HEX HEAD 0 SELF -DRILLING SCREWS AND II 1 3/16" x 1" FENDER 71 - WASHERS cv WASHERS (SCREWS AND 1 WASHERS PROVIDED BY o CONTRACTOR) `- o0 1 ZV � '3* ELEVATION TRAINING ROOM 2 1/4" = 1'-0" A051-002 METAL STUD SELF -DRILLING y SCREW CONTINUOUS 6" WIDE 20 GA BACKING PLATE----,-, 1/2" GYP BD----,.. SELF -DRILLING SCREW AND FENDER WASHER- r� Ioo"lolls f / I I �I II WALL STANDARD -- 1 BACKING PLATE NTS ow0wc C o r- r -N a 1'-0" LAN A051-001 .._ 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH NDED TOP PAINT P5 TRUCK WELL WALL CURB PLAN AT TRUCKWELL PAVING OR CONCRETE SLAB 1/2" PMEJ AND SEALANT 18" DIAMETER CONCRETE FOOTING BOLLARD DETAIL 1 1/2" = 1'-0" A051-010 1/2" PLYWOOD F MATCH WALL AB LOCKERS DB5 FINISH FLOOR CONTINUOUS NTS Q NOTE: VERIFY AND COORDINATE WITH WAL-MART STORE PLANNING FLOOR PROJECT MANAGER LOCATIONS AND QUANTITY OF LOCKERS IF REQUIRED, ANCHOR LOCKERS TO WALL. PARTITION [\-2x4 AT 24" OC WITH 1'-3" 3/4" PLYWOOD TOP "_*.'KER BASE AND TOP A051-005 2 PLAN AT DSD DOOR i ..--`-'—DOOR AND FRAME AS SCHEDULED ' x 1/8" ALUMINUM RANSITION STRIP JC (OR VCT) FLOORING _ACE EDGE OF TILE SLOW DOOR .AT HEAD COUNTER -SUNK TRANSITION STRIP ANCHORS AT 12" OC AT PVC (OR VCT FLOORING 1" = 1" A051 -009A 4" STEEL ANGLE 6" 5.55 INTERIOR CORNER AND RACK PROTECTOR ANGLE _ RACK LOCATIONS f77AY 2,. INTERIOR HM DOORS _?� COILING DOOR 5.55 54,E 3" 1OO T 10 VOIAOPo INTERIOR FLEXIBLE TRAFFIC DOORS INTERIOR BOLLARD DETAIL 4 1 /2" = 1'-0" A051-004 162 EXISTING ENTRY TILE ENTRANCE TRANSITION STRIP. INSTALL WITH MASONRY SCREW ANCHOR AT 12" OC VCT � I i I I I �a TRANSITION AT EXPOSED j)__EDGE OF ENTRY TILE � _ 1 A051 —008 A PORTRAIT STUDIO/VISION CENTER TRANSITION B WALL BASE AS PER APPLICABLE DETAIL. -- REF A7 FOR BASE TYPES. DB5 SIDE FOLDING ' GRILLE B9 C D. � j WALL B�ASE TRANSIIION �-+ 51-003 ALCOVE 128 ■ 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016653 w w Ir z V)w Noz X <Q" U Nzwr nwwiEUj HP mi iE-05 wz6 0 M jz<0�wwP60 Ii a� y, orzM�¢8��0 Z <`8cwn<aXw8 wrs a)_ O �wZD5 d 5O�gw,oaww�z� 000 Z8 i= Lw3zw!=gN�oR<!69° ,;3r U) F-D18oVD) EDaaawoa2 CHECKED BY: RF DRAWN BY: a W PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 N 1` W O W two 0 Q O (n sn o W AQ 0 CHECKED BY: RF DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ENLARGED PLANS AND DETAILS SHEET: A5. 1 �- N (n � �i 0 � U d- c 0 4= Q � mo aN �r 0 0 o0 N O \ O dt N \ / N X X o00 �o Z/ CL vi SHEET NOTES KEYNOTES 1. STRAIGHTEN AND PAINT EXISTING BOLLARDS P5. 5.55 INSTALL BOLLARD. REF 4-A5.1. 2. REPAIR CONCRETE CAP ON RECEIVING TRUCKWELL 5.56 INSTALL EXTERIOR BOLLARD. REF 12-A5.1. WALL. 6.43 INSTALL 1/2" PLYWOOD BEHIND BALER TO 6'-0" AFF, 8'-0" WIDE. 3. REPAIR/REFURBISH ALL DOCK LEVELERS -INSTALL 12.04 SECURE ALL NEW WAREHOUSE RACKS TO SLAB AS REQUIRED. BRUSH STYLE WEATHERSTRIP. 4. REPLACE ALL DOCK SEALS. 5. REPLACE DOCK BUMPERS. 6. POWER WASH UNDERNEATH DOCK LEVELER UNITS. TRASH COMPACTOR 1 TRASH 0 GA2.1 COMPACTOR `ro �/ r r � r � r r. r r a GR RECEIVING 920 12.04 GM RECEIVING 178 CIL. 04 ❑ 6.43 BALER BALER 0 8-A9 00 d NEW AIR CURTAIN 6.43 REF 4-A8.1 13 I 0110 5.55 I I 5.56 (5.56D—<I I 5.55 Lj 0 8-A9 I a o 00 GM RECEIVING PLAN 2 1/890 = 1'-0" A052-002 GR RECEIVING PLAN A052 -p01 710 West Roseiawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 N Z,F=Uj �q3 _ v� � �4 �SVWi�oz'SNW LL -O a�� y aao�c�aXac�X > ro � a� w O 412 0 IXQLLJwww DOW wF'ffiQ%- ��`t� al 4 .O i' yHz�(K!5U) U CL CD OmC~.11 zwt;0i WCL . p N� oa~�vi a4Klza��a (n F� v©�ia��a 0.60 M ISSUE BLOCK CHECKED BY. RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 • • AR0016853 ' �q�d Arc FEB 0 9 2009 RECEIVING 'HEET: A 5. 2 C 0 c 0 a : �s 0 o_0 0 � 0 0 0) 0) of U rnj0 o^ rn 0 _0 o � Q .E (n� F- N Cn 0) J / U +� 0 � 0 NO :2U �r c / 0 4= I Q 3 o :2 c Q 0 LO 6i o r7 0, o oI 000 C14 0 INIO N X X X oWCD ~ N Z a iu FIXTURE HEIGHTS AND CLEARANCES COMPLY WITH THIS CHART, ANSI A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN DIAPER PAD DIAPER BABY DIAPER ELECTRIC PAPER TOWEL SANITARY NAPKIN TOILET SEAT COAT HOOK SANITARY NAPKIN CHILD SAFETY DISPENSER DISPOSER CHANGER DISPENSER HAND DRYER DISPENSER DISPENSER DISPENSER DISPOSAL SEAT URINAL ACCESSIBLE ACCESSIBLE URINAL LAVATORY MULTIPLE -STATION LAVATORY URINAL SCREENS SOAP DISPENSERL5 14"- ELONGATED V LIP - o fto Uj o to to M i1) N U OO N rxit AT INSULATE WATER CENTER STANDARD (4'18) ACCESSIBLE LINES AND DRAIN MIRROR OVER AT SINGLE FIXTURES LAVATORY (4.19) FIXTURE HEIGHTS AND CLEARANCES. 1/4" = 1'-0" EXISTING EXISTING PORCELAIN WALL TILE METAL STUDS SANITARY FLOOR MOLDING CT18 EXISTING PLYWOOD EXISTING CEMENT BOARD SANITARY FLOOR MOLDING CORNER CT18 1 OUTSIDE CORNER DETAIL o 309 .053-0080 ^' ""TIC LAMINATE ELAIN TILE TO MATCH EXISTING ING STAINLESS STEEL ER TRIM SITION STRIP. LL WITH NRY SCREW OR AT 12" OC SEAL TO FLOOR TRANSITION TO AT WALL SEALANT BETWEEN 31TION AND BASE TRAN � EDGE "TAINLESS AL CORNER I STRIP. R JRERS DATIONS WALL END CAP "=1'-0" A053-003 Q3S 3 FLOOR ORNER NALL ETAL STUDS ORCELAIN TILE ON kCKER BOARD ON =LOOR ORNER FLOOR MOLDING MULTIPLE -STATION LAVATORY o TYPICAL CUSTOMER TOILET GRAB BAR CLEAR MIRROR ELECTRIC WATER PROTO CYCLE: 00 C9 DIMENSIONS TYP 02-06-09 COOLERS HC STD 36" 6" Irk COMBINATION SINGLE ACCESSIBLE W WATER CLOSET CLOSET n.01 � J < 8' DISPENSER '006„ 36„ N U m c� c Q 0 co coI o 'o .- i� N 1 m Gq 0 � M Uj � 0 o � M 18" M N L J L J J N (o r7 H4- C 8" o rnoQ <t PROVIDE MATCHING 0)�z �- d o_w r o w �- o SKIRT ON UPPER w I— �' UNIT 0 FIXTURE HEIGHTS AND CLEARANCES. 1/4" = 1'-0" EXISTING EXISTING PORCELAIN WALL TILE METAL STUDS SANITARY FLOOR MOLDING CT18 EXISTING PLYWOOD EXISTING CEMENT BOARD SANITARY FLOOR MOLDING CORNER CT18 1 OUTSIDE CORNER DETAIL o 309 .053-0080 ^' ""TIC LAMINATE ELAIN TILE TO MATCH EXISTING ING STAINLESS STEEL ER TRIM SITION STRIP. LL WITH NRY SCREW OR AT 12" OC SEAL TO FLOOR TRANSITION TO AT WALL SEALANT BETWEEN 31TION AND BASE TRAN � EDGE "TAINLESS AL CORNER I STRIP. R JRERS DATIONS WALL END CAP "=1'-0" A053-003 Q3S 3 FLOOR ORNER NALL ETAL STUDS ORCELAIN TILE ON kCKER BOARD ON =LOOR ORNER FLOOR MOLDING MULTIPLE -STATION LAVATORY o N X a X MIRROR X a PROTO CYCLE: 00 C9 Gl: 02-06-09 0 W Irk W - SOAP1» � 4 8' DISPENSER O 77 W c� AX TELEPHONE ACCESSIBLE TURNING RADIUS TELEPHONE TYP o o ; T(JRNARov 1 z `C U) NO / Io U—ll a�olz �` _11� FLOORING TO BUTT qST NEW SISTION .,�,..:RETE FLOORING SITION AT EXPOSED OF RESTROOM TILE EXI5TIN� IN CUS RESTRO PROVIE WITH THAN LEVEL 1/2". 1 SHALL 1 /2" A053-007 HOLLOW METAL DOOR HOLLOW METAL DOOR FRAME (BEYOND) PORCELAIN TILE CT13 TRANSITION STRIP. INSTALL PER MANUFACTURERS RECOMMENDATIONS CONT SEALANT AT DOOR FRAME VCT FLO RING TO BUTT AGAINST NEW TRANSISTION N X \Mj Q EXISTING FLOORING TRANSITION AT EXPOSED EDGE OF RESTROOM TILE 10 6"=1'-0" A053-010 SANITARY FLOOR ING BACK TO WALL CT18 ING PORCELAIN ELAIN TILE CT13 SITION STRIP. .LL PER IFACTURERS MMENDATIONS ING STAINLESS CORNER TRIM TRANSITION TO AT WALL SEALANT =EN TRANSITION TILE f FLOORING TO BUTT NINST NEW TRANSISTION .,,.-RETE FLOORING TRANSITION AT EXPOSED EDGE OF RESTROOM TILE 6 6"=1'-0" 063006 A053-006 FLOOR TILE PATTERN ING CUSTOMER REAR RESTROOM2j)—EXIST v.� - it, .os.,-mx SANITARY FLOOR MOLDING (TYP) FAMILLY RESTROOM 167 CUT TILE AT WALL (TYP) - P1 Or)P T11 P """"""""""""""""" "'""""""' '� "' `--PROVIDE TRANSITION STRIP WITH `n SLOPE NO GREATER THAN 1:2 FOR al CHANGES IN LEVEL BETWEEN 1/4" AND 0 1/2". NO CHANGE IN LEVEL SHALL BE GREATER THAN 1/2" FLOOR TILE PATTERN EXISTING FAMILY RESTROOM 1/4" = 1'-0" INSI 3"=1'-0" INSTALL FLOOR TILE IN RUNNING BOND PATTERN. PLACE FULL TILES AGAINST THRESHOLD IN ALCOVE. CENTER TILE PATTERN SO THERE ARE EQUAL CUT TILES AT THE OUTSIDE WALL OF EACH RESTROOM. RNER SECTIO PLACE FULL TILES AGAINST THRESHOLD --EQ MITER SANITARY FLOOR MOLDING PIECES 22 1/2$' TO FORM 45' CORNER (TYP) - SIM 5 A5.3 CONTRACTOR TO PATCH AND REPAIR CEILING AS NEEDED. FINISHES TO MATCH ADJACENT. A053-009 EXISTING GYP BD EXISTING WALL TILE-----�! EXISTING CEMENT BD EXISTING 1/2" PLYWOOD EXISTING METAL STUDS GROUT G3 SANITARY FLOOR MOLDING--------,, FLOOR TILE '--1/16" GROUT G7 JOINT (TYP) ENLARGED WALL SECTI 4 3"=1'-0" A053-004 PROVIDE TRANSITION STRIP WITH SLOPE NO GREATER THAN 1:2 FOR CHANGES IN LEVEL BETWEEN 1/4" AND 1/2". NO CHANGE IN LEVEL SHALL BE GREATER THAN 1/2" SIM --,( A 3 3 ) - _� i FLOOR TILE PATTERN 1 EXISTING CUSTOMER FRONT EXISTING PLUMBING FIXTURES IN CUSTOMER FRONT RESTROOM TO BE REUSED 8 A5.3 SANITARY FLOOR MOLDING (TYP) CT1$ G3 INSTALL FLOOR TILE IN RUNNING BOND PATTERN. PLACE FULL TILES AGAINST, THRESHOLD IN ALCOVE. CENTER TILE PATTERN SO THERE ARE EQUAL CUT TILES AT THE OUTSIDE WALL OF EACH RESTROOM. FLOOR TILE CT13 G7 CUT TILE AT WALL (TYP) STROOM A053-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w yF Z4i 41�atn w pqo `t0Fv oqq F- so ��� pZaaWy�w FOKOx U_ a� >; 5i z ypv �o z on Q zvawi°'f-'��ocwrz��uZi s R jow d0wm 6 Co >U.3wf'H"0w Nw33zow'oo�a'or U) DcOi8wR.M Ka1..a ij ISSUE BLOCK CHECKED BY. RF/SW DRAWN BY: W a b� 192 PROTO CYCLE: Lr/ � ~ 02-06-09 0 W W � �l ., O 77 W c� � c� c Q 0 co coI o i� z Gq 0 ISSUE BLOCK CHECKED BY. RF/SW DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 �' y �• N1V,yc•,• MI 0016853 ,� w �R�n ASG FEB 0 9 20Q9 RESTROOM PLANS SHEET: A 5.3 L 0 o� 0� QLo j 0 mj L ..1-11 O U rn� C) ,,-a 0 E N N o� w E V) F— N <� Q J � 0 -0 � o d - C M i O Q C 0 Q O 0 0-) 0 000 1 N X X X co w� ~ N Z CL. ui WALL SECTION 8 3/4" = -0" A057-008 RF/SW DRAWN BY: EXISTING HEADER . '. . • 192 PROTO CYCLE: 01-09-09 ++ ++++++++++++ + + + + + + t t + + t + + t + + t t + 4 + + + t + + + + + t + 4 t + + + t + # + t + + + t t + . + + t + t + + + t t + t t . + + t *+ + + + ++++++++++++++++++++ + + # + + '+ t t t + + + + + + 4 t t + t + + t t + + + + + t + + + + t + t t + + t # t + + t + + + t + + + + t + + # t + + + } # + + t + t + + + t t + + + t + t # 4 t 4 t + + f # + t. + # t + + # t + + t + 4 + + 4 # + + 4 # } # + # 4 # + + + + + + + + + 4 + + + + + + + t t + + 4 + f + + + # + # + # 4 + + + + + + + + + ++ # + # + # + + + + + + + +#+#+t+#+#+#+ #+t###a+#+++++#+#+4+#+#++++#++ TO REMAIN t # + t + # 4 # + t + + + + + t + 4 + + + ++ + 4 + +:::::::.: + + 4 t + + + + + + + + + '+ [:++::::Il +t++ +++++#++++ WG DB5 WG ALUMINUM CORNER GUARDS 4 ALCOVE ELEVATION 1/4"=1'-0" RM/PLO10-003-192-PLS2S-L f I I j 6" METAL TOP O N n ' I I TRACK. ATTACH �y LLJ o, TO EXISTING p0l aD HEADER ABOVE. z ' 1/2" GYP BD BOTH SIDES TO MATCH EXISTING 2x4 CONTINUOUS FURRING SALES I I I I 6" METAL STUDS TO MATCH EXISTING SST1 SOLID SURFACE TOP (2) #12 TEK SCREWS o I SEAL PENETRATIONS EA COLUMN, TYP ' AIR TIGHT THROUGH 4 CAP PLATE WITH SEAL to NEUTRALIZATION WALLS8 WELD I 7C 6"x16 GA CONT A5.4 MTL TRACK 6"x 20 GA METAL STUD AT 16" OG ,> „ 2 1/2))x2 1 /2 x3/16 ISECTION C HSS COLUMN N 2 1/2 x2 1/2"x3/16"x5'-O" NTS 5/8" IMPACT RESISTANT 1 HSS COLUMN GYPSUM BOARD BLACK PLASTIC I WALL GUARD 2 X 10 BLOCKING BETWEEN STUDS, CONTINUED ON I i I CUSTOMER SERVICE SIDE 1/2"x6"x6" BASE PLATE c7 I) SECURED TO CONCRETE FWITH I PLASTIC LAMINATE ON 5/8" DIAMETER - I I ;0I - IMPACT RESISTANT GYPSUM 6„ EXPAN4ON/8" o I I O I I BOARD EA SIDE PL3 ,1„ 4" 1' WITH 2 1/2" EMBEDMENT w I I 6" METAL BOTTOM I N 7B -A5.4 TRACK I CONTINUOUS SEALANT 3/16 I I AT TOP OF BASE o 0 2 1/2"x 2 1/2"x3/16" '% HSS COLUMN 6" METAL STUD AT EACH WALL SECTION 8 3/4" = -0" A057-008 MISS D95 SECTION A LO o o SIDE OF HSS ATTACHED 1/2" = 1'-0" '' WITH #5 SELF -TAPPING SCREWS AT 12" OC KIOSK SECTION 5/8" IMPACT RESISTANT 7 1 /2" = 1'-0" RM/PLO10-007 GYPSUM BOARD SECTION B 1 1/2"x 1 1/2" ALUMINUM NTS CORNER GUARD TO 4'-0" AFF P34 P34 RESTROOM ALCOVE BEYOND t + r + + + + t + + } + +t+++ t + t t t t + + + + t t t + + + + # + t + t t + + + + + + + + t + + t + + + t + + + + + + t +t ++tttt t t+ tt ft•+ +++ + t ++t + + t + + +++t f + + + + + + + + + + + + t + t + + + + + t + t + + + t + + t + + + t + + # + + + t + + t + t t } t t + + + + t # + t + t t # + + t + t t + + + + ++t+ ++t+ ++t+++t+++++ ++ }+ ++ ++++t+++t+++t ++ + + + + + + + + + + +,+, . +++++++#+#++++++++++ t+++++ +++ + + + t # + # + + + # t # + t t + + #+ ++tt++tt4++ 4 +# t +t + ++t + + t++ t + + + t + t + t + t + t t + + + t + +++++++ +++++++++++ +++++++ +++++++ I PL3 DB5 ALUMINUM CORNER WG DB5 PL3 GUARDS TYP ALCOVE ELEVATION 3 1 /4"=1'-0" RM/PLO10-002.192-PLS2S-L ALC REMOVE EXISTING EYE WASH REF PLUMBING-----------_,(� 1 II II T- I I REMOVE I I EXISTING WALL I AND DOOR I I SHOWN DASHED I I I I � C I I I I I I ( I LEVATION RM /PLO10-005-192-PLS2S-L REMOVE EXISTING COUNTERS I —......., ._.,.....................— — _ — — I REMOVE PORTION OF EXISTING WALL TO 9'-0" AFF REF 1-A5.4 r1%L-V IVI I t V V IVI CORNER GUARDS 0 0 D P34 PL3 ... + + + + 4 + a + + # + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + # + # + + + + + + + + + + 4 + + + + + + +++++++ ++++++++++++++++++."t+' + + + # + + + # + + + + + + + + + a a + + + + + 4 + 4 + + + 4 + + + + + + + + r # + + + 4 + + + + + } + 4 + + + + + 4 + + + + + a + + + + + + + 4 + 4 + 4 + 4 + a t } + 4 + 4 + 4 t + + 4 + 4 + 4 t f + 4 , + } + } + } + + + 4 + } t + + + t + + 4 + + 4� + + + t t # + + + f + } + f + f + + + + + # + + + + + + + 4 t 4 + 4 + + a + + + + + + + f + # + + + a + + + + + + + + + + + + + + + + # + 4 + + + + + + + + , p # + + + + + + + + i + + -+ + + + + 4 + + + 4 ��FF + + + + + + + 4 4 } + + + + + + + + + 4 + + + 4 + + + + + +++ a } 4 + + 4 + 1 ^ +++ �+t++++a+++++.++t+ +++++++++a++a + 4 + 4 + f + + + 4 + 4 + + t 4 + 4 + t + f I + + +1++++++++ +++# 84+#+++4 +++++++++ +t4 f++4++ + + ++++* 4 + a + 4 + + + + + 4 + + + a + + + 4 + 4 + + + } 4 4 + + + + + 4 + + + + + + + + + # + i a + + + + 4 + + t + + + a a + + + 4 t + + + 4 + + 1 + + 4 + 4 + } + } 4 + + + + } + + f + + + + + + + + + + + + + + + + + + f + + + f + + + 4 + + + + + + + + 4 + + + + 1 + 4 + + + + + + + + + + + + + 4 + # + + + + :+ + + + 4 + + + + + + + + + + + + 4 + + + + + 4 4 + + + + + + + N + ++ + + + + + + + + + + + + 4 f + + + + +1+!+!-!:!+!-+ + + + + + + + + t + + + 4 + 4 + 4 t + I. 4 + 4 + +.+.+.+.+.+ 4 + d WG 1 I DB51 I WG 5E)ALCOVE ELEVAION 1 /4"= -0 RM/PLO10-004-192-PLS2S-L 10'-10A 8-A3 2:)SITE TO STORE DEMOLITION PLAN PHOTO LAB/SITE TO STORE - 1/400 = 1'-0" PLO10-001-192-PLS257 1/419 = -0" PLO10-000.192-PLS2S-L 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w w1NZ Cn F w (A in Oz Zai= °z in�'fa3 w otn� QSUjOpQJ < n060056 EF p ixw *z Q wwp60 La- (L )- a o r- OCRs �wa s p Z RO—i00 :)4Sw wOWS0.w -a Z% `� 4N--W—Osn�cwwmws n0 Q d' a: �O ULI-wUrwZUw d Nvwipa5avwiwa�Z<wa F= Z w �� U�NCLMXMO w a0.z RF/SW DRAWN BY: PL3 . '. . • 192 PROTO CYCLE: 01-09-09 ++ ++++++++++++ + + + + + + t t + + t + + t + + t t + 4 + + + t + + + + + t + 4 t + + + t + # + t + + + t t + . + + t + t + + + t t + t t . + + t *+ + + + ++++++++++++++++++++ + + # + + '+ t t t + + + + + + 4 t t + t + + t t + + + + + t + + + + t + t t + + t # t + + t + + + t + + + + t + + # t + + + } # + + t + t + + + t t + + + t + t # 4 t 4 t + + f # + t. + # t + + # t + + t + 4 + + 4 # + + 4 # } # + # 4 # + + + + + + + + + 4 + + + + + + + t t + + 4 + f + + + # + # + # 4 + + + + + + + + + ++ # + # + # + + + + + + + +#+#+t+#+#+#+ #+t###a+#+++++#+#+4+#+#++++#++ I t # + t + # 4 # + t + + + + + t + 4 + + + ++ + 4 + +:::::::.: + + 4 t + + + + + + + + + '+ [:++::::Il +t++ +++++#++++ WG DB5 WG ALUMINUM CORNER GUARDS 4 ALCOVE ELEVATION 1/4"=1'-0" RM/PLO10-003-192-PLS2S-L MISS D95 SECTION A LO o o SIDE OF HSS ATTACHED 1/2" = 1'-0" '' WITH #5 SELF -TAPPING SCREWS AT 12" OC KIOSK SECTION 5/8" IMPACT RESISTANT 7 1 /2" = 1'-0" RM/PLO10-007 GYPSUM BOARD SECTION B 1 1/2"x 1 1/2" ALUMINUM NTS CORNER GUARD TO 4'-0" AFF P34 P34 RESTROOM ALCOVE BEYOND t + r + + + + t + + } + +t+++ t + t t t t + + + + t t t + + + + # + t + t t + + + + + + + + t + + t + + + t + + + + + + t +t ++tttt t t+ tt ft•+ +++ + t ++t + + t + + +++t f + + + + + + + + + + + + t + t + + + + + t + t + + + t + + t + + + t + + # + + + t + + t + t t } t t + + + + t # + t + t t # + + t + t t + + + + ++t+ ++t+ ++t+++t+++++ ++ }+ ++ ++++t+++t+++t ++ + + + + + + + + + + +,+, . +++++++#+#++++++++++ t+++++ +++ + + + t # + # + + + # t # + t t + + #+ ++tt++tt4++ 4 +# t +t + ++t + + t++ t + + + t + t + t + t + t t + + + t + +++++++ +++++++++++ +++++++ +++++++ I PL3 DB5 ALUMINUM CORNER WG DB5 PL3 GUARDS TYP ALCOVE ELEVATION 3 1 /4"=1'-0" RM/PLO10-002.192-PLS2S-L ALC REMOVE EXISTING EYE WASH REF PLUMBING-----------_,(� 1 II II T- I I REMOVE I I EXISTING WALL I AND DOOR I I SHOWN DASHED I I I I � C I I I I I I ( I LEVATION RM /PLO10-005-192-PLS2S-L REMOVE EXISTING COUNTERS I —......., ._.,.....................— — _ — — I REMOVE PORTION OF EXISTING WALL TO 9'-0" AFF REF 1-A5.4 r1%L-V IVI I t V V IVI CORNER GUARDS 0 0 D P34 PL3 ... + + + + 4 + a + + # + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + # + # + + + + + + + + + + 4 + + + + + + +++++++ ++++++++++++++++++."t+' + + + # + + + # + + + + + + + + + a a + + + + + 4 + 4 + + + 4 + + + + + + + + r # + + + 4 + + + + + } + 4 + + + + + 4 + + + + + a + + + + + + + 4 + 4 + 4 + 4 + a t } + 4 + 4 + 4 t + + 4 + 4 + 4 t f + 4 , + } + } + } + + + 4 + } t + + + t + + 4 + + 4� + + + t t # + + + f + } + f + f + + + + + # + + + + + + + 4 t 4 + 4 + + a + + + + + + + f + # + + + a + + + + + + + + + + + + + + + + # + 4 + + + + + + + + , p # + + + + + + + + i + + -+ + + + + 4 + + + 4 ��FF + + + + + + + 4 4 } + + + + + + + + + 4 + + + 4 + + + + + +++ a } 4 + + 4 + 1 ^ +++ �+t++++a+++++.++t+ +++++++++a++a + 4 + 4 + f + + + 4 + 4 + + t 4 + 4 + t + f I + + +1++++++++ +++# 84+#+++4 +++++++++ +t4 f++4++ + + ++++* 4 + a + 4 + + + + + 4 + + + a + + + 4 + 4 + + + } 4 4 + + + + + 4 + + + + + + + + + # + i a + + + + 4 + + t + + + a a + + + 4 t + + + 4 + + 1 + + 4 + 4 + } + } 4 + + + + } + + f + + + + + + + + + + + + + + + + + + f + + + f + + + 4 + + + + + + + + 4 + + + + 1 + 4 + + + + + + + + + + + + + 4 + # + + + + :+ + + + 4 + + + + + + + + + + + + 4 + + + + + 4 4 + + + + + + + N + ++ + + + + + + + + + + + + 4 f + + + + +1+!+!-!:!+!-+ + + + + + + + + t + + + 4 + 4 + 4 t + I. 4 + 4 + +.+.+.+.+.+ 4 + d WG 1 I DB51 I WG 5E)ALCOVE ELEVAION 1 /4"= -0 RM/PLO10-004-192-PLS2S-L 10'-10A 8-A3 2:)SITE TO STORE DEMOLITION PLAN PHOTO LAB/SITE TO STORE - 1/400 = 1'-0" PLO10-001-192-PLS257 1/419 = -0" PLO10-000.192-PLS2S-L 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w w1NZ Cn F w (A in Oz Zai= °z in�'fa3 w otn� QSUjOpQJ < n060056 EF p ixw *z Q wwp60 La- (L )- a o r- OCRs �wa s p Z RO—i00 :)4Sw wOWS0.w -a Z% `� 4N--W—Osn�cwwmws n0 Q d' a: �O ULI-wUrwZUw d Nvwipa5avwiwa�Z<wa F= Z w �� U�NCLMXMO w a0.z ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 O N n W �y LLJ o, p0l aD z ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 PHOTO LAB/ SITE TO STORE SHEET: A56 4 c 0 Y) C 0 C3 O � -0 O M/ a� c� ) L. / U 0,- 0) /rn o E L a� a E V) V)0) U � : (ll 0 C 0 Q� M 0 <a cp � �0 r7 rnQ O 1 0 00 -.4-i N X X X o00 0 LLJa Z d ai METAL STUD REF PLAN 2 X 10 WOOD BLOCKING BETWEEN STUDS REMOVE AND REPLACE SECTION OF EXISTING GYP AS REQUIRED TO INSTALL BLOCKING PLASTIC LAMINATE TO 4'-0" AFF PER FINISH SCHEDULE co COURTESY DESK I CONTINUOUS SEALANT AT TOP OF BASE t: OC KING 4)__�UL /4" = 1'-0" 112608 :TAIL A060-029 CAPTi TRACI INSTALL COI AT LATCH C ON SINGLE PARTITION FLOOR TRAC CRIPPLE STUD CLEARANCE 3 CONTROL GYPSUM BOARD ZINC CONTROL JOINT STRIP INT AT DOOR JAMB 5/8" TYPE X 1„ VERTICAL GYPSUM BOARD GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS / j. 5/8" GAP 1 5/8" DRYWALL SCREWS AT 24" OC 5/8" TYPE X GYPSUM BOARD B 1„ GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT --__vREF SPECIFICATIONS 0 1 GYPSUM BOARD CONTR 2 /2pf = V-001 11 UNO USE 5/8" WATER RESISTANT GYPSUM BOARD�/:, AT WET AREAS FA 102502 C/A060-016 PARTITION LEGEND DETAIL: —I► X -XX PLAN:NUMBER INDICATES STUD HEIGHT LETTER INDICATES NO NUMBER INDICATES PARTITION TYPE 12 STUD HEIGHT TO BOTTOM REF PLANS AND OF ROOF JOISTS TYP SHEET A6 A"�. - NUMBER INDICATES STUD REFERENCE SIDE SIZE AS FOLLOWS: OPPOSITE SIDE 1 - 1 5/8" METAL 6 - 6" METAL 2 - 2 1/2" METAL 8 - 8" CMU 3 - 3 5/8" METAL 12 - 12" CMU 1 HOUR RATED GYPSUM BOARD (NEW) I UL#U415, 0420 OR U465 1 HOUR RATED CMU (NEW) UL#U905 _ NON -RATED WALL (NEW) ACOUSTICAL INSULATION FULL WALL THICKNESS (NEW) CHAIN LINK FENCE (NEW) COOLER/FREEZER WALL (NEW) � .............�� INDICATES (NEW) 48" HIGH PLASTIC LAMINATE WAINSCOT UNO REF 7-A3 INDICATES (NEW) 48" HIGH PLYWOOD WAINSCOT WITH 2x8 WOOD BASE AND DB5 BASE UNO REF 2-A3 EXISTING PARTITION OR WALL TO REMAIN CMU WALL (NEW) — — — — — L J EXISTING WALL TO BE DEMOLISHED INTERIOR NON -LOAD PARTITION TYPES PARTITION NOTES PARTITION REFERENCE SIDE OPPOSITE SIDE 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK HEADER MEMBERS 01-09-09 DETAILS. 2' TO 6' 2. USE 1/2" GYPSUM BOARD ON NON -RATED PARTITIONS LINO. 6" x WHERE NO CEILING 3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED Sx = 0.670 IS SCHEDULED, PARTITIONS. 2 STOP 1/2' 4. REF ROOM FINISH SCHEDULE FOR ROOMS THAT RECEIVE FRP. ix = 2.518 PLYWOOD 8' TO 10' SUBSTRATE AT 5. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE GAUGE 10'-0" AFF UNO SUSPENDED CEILING SYSTEMS UNO. 10' TO METAL STUDS 6. REF PARTITION KEY SYMBOL FOR STUD THICKNESSES. 8" x 18 1/2" GYPSUM 7. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK Sx = 1.033 BOARD, BOTH UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE 2 SIDES TRACK DETAILS Ix = 5.110 1/2" PLYWOOD, 8. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR 16' BOTH SIDES SHALL COMPLY WITH UL#U465 OR UL #U442. MASONRY GAUGE Ix = 6.303 PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL 16' TO D 012706 C/A060--019 COMPLY WITH UL#U905. 10" x 14 GAUGE 9. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR Sx = 2.456 18' TO HEAVIER. 2 WHERE NO CEILING 10. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE ix = 15.730 IS INDICATED HEADER TO BE 20'--0". CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK 11. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD UNO PARTITIONS. 12. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING FROM METAL STUDS DECK TO WALL STUDS ABOVE CEILING AT 48" OC FOR 1/2" GYPSUM PARTITION STUDS UNDER 6" WIDE REF 6-A6. BOARD 13. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. 1/2" PLYWOOD 14. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD C SUBSTRATE AT 10'-0" AFF. 012706 C/A060-018 15. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER WHERE NO CEILING `:; LOCATIONS AS REQUIRED BY CODE. IS INDICATED AND AT RATED WALLS, 16. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYP BD TO 48" CONTINUE GYPSUM :{ AFF NEED 5 8" GYP BD ABOVE 48" AFF. REF A7 FOR / BOARD TO DECK LOCATIONS. UNO USE 5/8" WATER RESISTANT GYPSUM BOARD�/:, AT WET AREAS FA 102502 C/A060-016 PARTITION LEGEND DETAIL: —I► X -XX PLAN:NUMBER INDICATES STUD HEIGHT LETTER INDICATES NO NUMBER INDICATES PARTITION TYPE 12 STUD HEIGHT TO BOTTOM REF PLANS AND OF ROOF JOISTS TYP SHEET A6 A"�. - NUMBER INDICATES STUD REFERENCE SIDE SIZE AS FOLLOWS: OPPOSITE SIDE 1 - 1 5/8" METAL 6 - 6" METAL 2 - 2 1/2" METAL 8 - 8" CMU 3 - 3 5/8" METAL 12 - 12" CMU 1 HOUR RATED GYPSUM BOARD (NEW) I UL#U415, 0420 OR U465 1 HOUR RATED CMU (NEW) UL#U905 _ NON -RATED WALL (NEW) ACOUSTICAL INSULATION FULL WALL THICKNESS (NEW) CHAIN LINK FENCE (NEW) COOLER/FREEZER WALL (NEW) � .............�� INDICATES (NEW) 48" HIGH PLASTIC LAMINATE WAINSCOT UNO REF 7-A3 INDICATES (NEW) 48" HIGH PLYWOOD WAINSCOT WITH 2x8 WOOD BASE AND DB5 BASE UNO REF 2-A3 EXISTING PARTITION OR WALL TO REMAIN CMU WALL (NEW) — — — — — L J EXISTING WALL TO BE DEMOLISHED INTERIOR NON -LOAD RF/SW BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER MEMBERS 01-09-09 MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' 2 6" x 18 GAUGE Ix = 2.042 Sx = 0.670 6' TO 8' 2 6" x 16 GAUGE ix = 2.518 Sx = 0.839 8' TO 10' 2 6" x 14 GAUGE ix = 3.094 Sx = 1.031 10' TO 12' 2 8" x 18 GAUGE Ix = 4.134 Sx = 1.033 12' TO 14' 2 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 14' TO 16' 2 8' x 14 GAUGE Ix = 6.303 Sx = 1.576 16' TO 18' 2 10" x 14 GAUGE ix = 12.325 Sx = 2.456 18' TO 26' 2 12" x 16 GAUGE ix = 15.730 Sx = 2.334 METAL STUD r DOUBLE MTL STUD AT JAMBS BOX BEAM BOTTOM TRACK TOP TRACK---- 4- 2 STUD HEADERS I SECTION FINISH AS I I B INDICATED-----) I �� * PC 18GA BOTTOM TRACK--� I TRACK LI----iJ SECTION B )I N T. A060-002 ri SECTION A HEADER 1 1/2" = 1'-0" METAL 'STUD HEADER---/ PC 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADERAND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB NNECTION DETAIL A060-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Burley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Ln 0 To Uj CK Qac—�go�d=zaniw p IzaawHwaFoO� LL flv J4paZ4Cg�dj F -p z a�i0tlol�I'iit:<*"t- g�`i>- O �ag��V100� 0a4 U Z� OOV�frgz w 0-6,q , wwz8w d V)N �a'-3i 05a a ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: a W C=► Ct 192 0 01-09-09 DOCUMENT DATE: 02-06--09 � O W O W a O (!� I aD o a ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06--09 PARTITION TYPES AND WALL DETAILS SHEET: A6 CHEDULE NOTES: F1 DRAWN BY: _.,W... AHM PROTO: ROOM FINISH SCHEDULE 01-09-09 DOCUMENT DATE: 02-06-09 1. CLEAN JOISTS JOIST GIRDERS DECKING LIGHTS CONDUIT HVAC GRILLES SPRINKLER PIPES AND SECURITY GLOBES IF EXISTING). REF SPECIFICATIONS FOR EXACT COLOR5 REQUIRED RM #ROOM NAME B 2. CLEAN CEILING TILES, GRID, AIR DIFFUSERS, SECURITY GLOBES, SPRINKLER HEADS, LIGHTS AND CEILING FANS. REPLACE ANY PLAN FLOOR WALL CEILINGS NOTES DAMAGED ITEMS. MARK FINISH COLOR DESCRIPTION D C REFERENCE ORIENTATION FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT 3. CLEAN GRID AIR DIFFUSERS SECURITY GLOBES SPRINKLER HEADS AND CEILING FANS. REPLACE ANY DAMAGED ITEMS. ACT1 ACOUSTICAL CEILING TILE WHITE 24 x48 4. CLEAN WINDOWS. REMOVE EXISTING PAINT AND DIRT FROM GLASS. ACT2 ACOUSTICAL CEILING TILE WHITE 24"x48" VINYL FACED NON -PERFORATED A FINISH MAT FINISH HEIGHT 5. 6. CLEAN EXISTING RESTILE. OMS. CLEAN CERAMIC TILE. ACTS ACOUSTICAL CEILING TILE WHITE 24"x48" 100 SALES VCT9, PVC1 DB5 ETR P34,P76 DB5 ETR P34 - - - DB5 ETR P34 ETR 7. CLEAN KALWALL, ACT4 ACOUSTICAL CEILING TILE WHITE 24"x48" 101 102 GM VESTIBULE JANITOR CT2, G2 ETR ETR - D85 ETR ETR PL3,PL4,WG P100 ETR - ETR PL3,WG P100 - ETR P100 - - PL3,WG P100 ETR P33 ETR ETR 1,10,11,12,16,22 30,31,52,61,68. 1,4,7,8,10,30 8. CLEAN AIR DOOR AND GRATE. ACTG ACOUSTICAL CEILING GRID WHITE 9. REMOVE CARPETING. INSTALL LAMINATE DB10 BLACK PLASTIC CORNERS TO 58 AFF TO GYP BD WRAPPED COLUMNS. REF 4-A1.2 84 RESILIENT BASE BLACK 4" 10. PAINT ALL EXPOSED COLUMNS. USE EPDXY PAINT TO 8'-0" AFF AND LATEX PAINT ABOVE. REF 3-A1.2 FOR LOCATIONS. 66 PLASTIC BASE BLACK 6"x 1/4" 103 OTHER INCOME ETR DB5 ETR L,FRP1 D85 ETR ETR DB5 ETR L,FRP1 ETR ETR 1,39 COLUMNSCAULK BASE OF ALL K K 69 PLASTIC BASE BLACK 4"x 1/4" 104 GM CART STORAGE ETR - ETR ETR ETR P100 P100 - ETR ETR ETR P100 - ETR P100 - ETR P100 ETR - ETR 4,46 1INSTALL T I T R A B10 PLASTIC BASE OUTSIDE CORNER 105 106 107 COURTESY DESK RETURN STORAGE CASH VCT9 VCT9 VCT9 DB5 DB5 DB5 ETR ETR ETR P34, PI -3, WG P34,PL3,WG P100 DB5 - DB5 ETR ETR ETR P1 00,L P34, PI -3, WG ETR P100,WG - DB5 DB5 DB5 ETR ETR ETR P100 P34, PL3, WG P34,PL3,WG P100 DB5 DB5 DB5 ETR ETR P34,PL3 ETR P100 P34, PI -3, WG ETR P100,WG ETR ACT1 ACT1 ETR P33 - - P40 ETR ETR ETR ETR 1,24,30 3 22 43 52 6$ 3,22,43,52,68 BLACK COLUMN TRIM AT CEILING 14. REMOVE ALL SECTIONS OF WALL STANDARDS. PAINT WALLS AFTER REMOVAL. CUSHION BACK TILE CARPET 15. REPLACE CEILING TILE AT SALES FLOOR TO 50' AS INDICATED ON 1-A1. C4 CUSHION BACK TILE CARPET CC CONCRETE CURB 108 109 COUNTING EQUIPMENT VCT9 DB5 ETR P100 DB5 ETR P100,WG DB5 ETR P100 DB5 ETR P100,WG ETR P40 ETR 25,52,68 25,52,68 16. PAINT GYPS BOARD WALLS O TOP AN DES 0 F X E CASES CT2 ENTRY TILE RED 12"x 24% 3/8" REPAIR CERAMIC TILE FROM FLOOR IQ CEILING, GROUT TO MATCH TILE COLOR. CT6 GLAZED WALL TILE MEDIUM TAN 110 CORRIDOR ETR ETR - - ETR ETR P34 ETR - - ETR ETR P34 ETR - ETR ETR P34 - ETR P34 ACT1 ETR 3 6"x6"x5 16" 18. REMOVE A L COVERINGS, PREP A T R WALLS WITH TE ED I S SPE IFI . CT9 ACCENT TILE 111 CUSTOMER MEN CT13, G7 CT18, G3 ETR ETR - ETR ETR ETR ETR ETR 1 LIGHT BROWN 6"x6x3 $" TO FINISH RECEIVE20. 112 CUSTOMER WOMEN CT13, CT18, G3 ETR ETR CT18, G3 ETR-AALLS ETR CT1$, G3 ETR ETR ETR P33 ETR 6,17 25 44 68 CT12 GLAZED WALL TILE DARK BLUE 6"x6"x5 16" PAINT PRODUCE PREP HALLWAY UP -TQ- DECK P40, INSTALL 2X8 WOOD BASE W.ZCHAMFERED TOP AND QB5. 115 116 GR VESTIBULE JANITOR G7 ETR ETR CT1$, G3 - DB5 ETR ETR ETR ETR P100 ETR CT18, G3 - DB5 ETR ETR ETR ETR P100 L,FRP1 CT18, G3 - DB5 ETR ETR ETR ETR P100 CT18, G3 - ETR ETR ETR P100 ETR ETR P33 - ETR ETR 6,17,25,44,68 1,4,7,8,10,30 21. REPLACE DAMAGED FRP PANELS. CT12 GLAZED WALL TILE LIGHT TAN 6"x6"x5 16" 22 INSTALL 48" HIGH PLASTIC LAMINATE WAINSCOT WITH EDGE TRIM AT ALL EXPOSED EDGES. REF 4-A5. DO NOT INSTALL ON BLOCK CT13 PORCELAIN FLOOR TILE BROWN 12"x 24% 3/8" WALLS. CT15 GLAZED WALL TILE BLACK 62px6"x5 16" 117 OTHER INCOME ETR - ETR P100 - ETR P100 - ETR - P100 DB5 ETR L,FRP1 ETR - ETR 1,39 23 INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 48" BEHIND 2X8 WOOD BASE AT GYPSUM WALLS ONLY WHERE INDICATED CT16 MOSAIC FLOOR TILE TAN 3"x3"x5 16" 11$ GR CART STORAGE ETR ETR ETR P100 - ETR P100 ETR - ETR 4,46 ON PLANS. REF 2-A3. CT17 GLAZED WALL TILE ALMOND 6"x6"x5 16" 119 AP OFFICE ETR DB5 ETR P100 ETR ETR P100,L - ETR P100 ETR P100 ETRETR - 1,24,30 24 INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 48" ON WALLS ONLY WHERE INDICATED ON PLANS. PAINT PLYWOOD TO CT18 SANITARY FLOOR MOLDING SUNSET 122 EDC #2 ETR DB5 ETR P100 DB5 ETR P100 DB5 ETR P100 ACT1 - ETR 3 MATCH L I RFPAIR GYP BD CEILING, CT19 GLAZED WALL TILE IVORY 12% 24"x 3/8" 126 1271 128 SEASONAL SHOP RISER CLOSET ALCOVE ETR ETR VCT9 - DB5 ETR ETR ETR ETR - P34 - P34 -- - - DB5 ETR ETR ETR ETR P34 - P34 - - DB5 ETR - ETR ETR - - P34 -- DB5 ETR ETR ETR ETR P34 P34 ETR ETR ETR ETR - - ETR ETR ETR ETR 1.25, 1,10,30 1 1,68 26 REPAINT CEILING GRID IN SALES AREA. CT20 SOLID SURFACE RIVERSTONE 1 1/2% 24" -2Z RE E DAMAGED ZDISCOLORED CEILINGCT21 CERAMIC FLOOR TILE GRAY 2"x 2" 28. CEILING TILES T HAVE HO WN CLIPS EF SP 29. IN AREA OF REMOVED SMOKERS K - O IN CT22 CERAMIC FLOOR TILE GRAY 4"X4" 150 151 153 FIRE CORRIDOR BREAKROOM UPS ETR VCT9 ETR - DB5 - ETR ETR ETR P40 P100, PL8,WG ETR - DB5 - ETR ETR ETR ETR P83, PL8,WG ETR DBS DB5 - ETR ETR ETR P40 P83, PL8,WG ETR DB5 DB5 - ETR ETR - P40 P100 ETR ETR ACT1 ACT1 - - ETR ETR ETR 1,73 3,22,52,68,72 3 DB5 DURA -TUFF BASE BLACK 5" 30 PAINT EXPOSED MVAC DUCT WORK AND PLENUMS P33. DB10 DURA --TUFF BASE BLACK 10" 31. WHERE. UNPAINTED ROOF STRUCTURE, DECK, CONDUIT, AND FIRE SPRINKLER PIPING (FIRE SPRINKLER HEADS TO REMAIN UNPAINTED) HAVE BEEN .EXPOSED. IN SALES AND/OR GROCERY SALES AREA BY OTHER PORTIONS OF THE OVERALL SCOPE OF WORK, PAINT TO EC EXPOSED CONCRETE CLEAR SEALER 154 #1 ETR ETR - - ETR - - ETR - ETR - ETR 1 MATCHEDC ETR EXISTING TO REMAIN 157 .BACK OFFICE HALLWAY ETR DB5 ETR P40 DB5 ETR P40 - - - - - - ETR - ETR 1 FRP1 FIBERGLASS HARD.32-INSTALL ACCESS DOORLAND FRAME IN REINFORCED PLASTIC WHITE 158 JANITOR ETR DB10 ETR ETR D810 ETR L,FPR1 D810 ETR L,FRP1 DB10 ETR ETR ETR - ETR 1,39 33 PAINT AIR DIFFUSERS FRP2 FIBERGLASS REINFORCED PLASTIC BEIGE FRP WALL PANEL 159 SPRINKLER ETR - ETR - - ETR - ETR REPAIR FLOORING H Q FRP7 FIBERGLASS REINFORCED PLASTIC GRAY FRP WALL PANEL 160 CLAIMS ETR - ETR - - ETR - ETR - ETR - ETR 1 ULK BASE AT WALL AND FLOOR 162 165 FIRE CORRIDOR CUSTOMER MEN ETR CT13, G7 DB5 CT18, G3 ETR ETR P40 ETR - CT18, G3 ETR ETR - ETR ETR - DB5 CT18, G3 ETR ETR ETR - P40 ETR - DB5 CT18, G3 ETR ETR ETR P40 ETR ETR ETR P33 ETR ETR ETR 1 1,73 6,17,25,44,68 -M RFPAIE EXISTING COVE RASF G1 GROUT DARK GRAY -3z REFER TO SHEET A7 FOR COVE B&SE INSTALLATION DETAILS G2 GROUT DARK GRAY 38 INSTALL PLASTIC LAMINATE INCLUDING UNDER REAR COUNTERTOP G3 GROUT LT TAN 166 167 CUSTOMER WOMEN FAMILY TOILET CT13, G7 CT13, G7 CT18, G3 CT18, G3 ETR ETR ETR ETR CT18, G3 CT18, G3 ETR ETR ETR ETR CT18, G3 CT18, G3 ETR ETR ETR ETR CT18, G3 ETR ETR ETR P33 ETR 6,17,25,44,68 39 EXTEND PLYWOOD TO 8'-0" AND PROVIDE 8'-0" FRP PANEL ON ALL WALL(S) IN JANITOR CLOSET(S). AT ALL OTHER MOPSINK G4 GROUT DARK GRAY LOCATIONS, EXTEND PLYWOOD TO 8'-0" AND PROVIDE 8'-0"x8'-0" FRP PANEL WALL(S) BEHIND MOPSINK. IF MOPSINK IS IN G5 GROUT IVORY 169 PHOTO LAB/SITE TO STORE VCT9 DB5 G,ETR P34,PL3,WG DB5 G ETR P34,PL3,WG DB5 ETR P34,PL3,WG CT18, G3 ETR ETR ETR P33 ETR 6,17,25,44,68,71 CORNER, PROVIDE 8 -0 x8 -0 FRP ON BOTH WALLS SURFACES. DOES NOT APPLY AT SIDES) OF MOPSINK ADJACENT TO COOLER G6 GROUT SILVER 171 UPC/INVOICING VCT9 DB5 ETR DB5 ETR P34,PL3,WG ACT1 ACTG ETR 3 22 52 68 PANEL. G7 GROUT BROWN 172 175 176 1781 183 TRAINING MANAGEMENT OFFICE FIRE CORRIDOR GM RECEIVING ASSISTANT MANAGEMENT OFFICE VCT9 VCT9 ETR ETR VCT9 DB5 DB5 DB5 - DB5 ETR G ETR ETR ETR P100 P100 PL3 WG ' P100,WG P40 - P100 DB5 DB5 DB5 - - DB5 ETR ETR G ETR ETR ETR P100 P100 PL3 WG P100,WG - P100 D85 DB5 DB5 DB5 ORS ETR ETR G ETR FTR P100 P100 PL3 WG P100,WG P40 P1 nn WCC DB5 DB5 DB5 DB5 nRF, ETR ETR G ETR ETR P"TR P100 P100 PL3 WG P100,WG P40 - D1f1n ACT1 ACT1 ACT1 ETR ETR Ar1T4 - - - ETR ETR ETR ETR ETR 3,42,6$ 3 22 52 68 72 , 3,52,68 1,73 1 40 INSTALL NEW CART RAIL(S). LOCATION TO BE DETERMINED BY FINAL MERCHANDISE PLAN. G13 GROUT BEIGE 41. REPLACE DAMAGED SLIDING GLASS AND HARDWARE ON WALL OPENING PASS-THRU. G14 GROUT MUSHROOM -4a SAW[) AND VARNISH 'EXISTING OAK RAIL. ICC INTEGRAL COLORED CONCRETE BROWN 44. CAULK ALL -MIRRORS, SINKS. ^^ AND A P2 PAINT DARK GRAY "STEELY GRAY" 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w fUo twlf o az�mw o�a0wZ LdG �N�w Ofasci o4 G� o n Qa W M590W 0 QNW p� za<L-'LqW,0poo LL- n.� > Qof z �F`c� XR Z 3c��cfi'�waQ u�0ar c36��~3o�a�4FQ H !L c�.e�g8w,o?y >-wwz *Q�o��c0 wi 0 zi z�go wo '0ZI z�z ��O 00C9Q0>- FDRO wm:)waawon. am ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: _.,W... AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 "•r•rrrr r R001 6853 .' kl FEB 0 9 2009 ROOM FINISH SCHEDULE ■ SHEET: 1 A7 C 0 V) aO � rn O y� 0 C3 00 Ccs 5-:o a7 0 W Q a 00 - d cn h U cn o n 0 o 0 N � E o� QE V, T � N 0') L) Q J � v U 0 L N C OU C 0L. y_ Q ^ M 0 4- �C N O M 0 0 1 coo N o \ C1 N x X x Lp� 00 F- o zj b n 1 HOLLOW METAL a FRAME TYPE ins -,-o MOTION DETECTOR ,- TYP MUNTIN BAR J- 2" CRASH BARS AT (° 6" AND 24" TYP AA � 10" BOTTOM STILES BB AUTOMATIC SLIDING TYP AUTOMATIC SLIDING SO -SX -SX -SO SO -SX -SX -SO C/40 8 0 -DRAA C/4080-DR88 122906 11260 6" 6" 5" 6" 00 � I V) CD I G N HALF GLASS NARROW LITE C/A08DRG C/4080-DRN 112so0-4 112604 �1 DOOR TYPES 3/1600 4 POCKET REF DOOR SCHEDULE FOR OPENING WIDTH R ACCORDION FOLDING C/A080-DRR 112604 -MOTION DETECTOR TYP 1/4" TEMPERED GLASS TYP MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP 10" BOTTOM STILES TYP 1/4" TEMPERED 17-71 II- GLASS TYP C S1 S2 III U — - BARS AT 6" SECTIONAL COILING COILING AND 24" TYP OVERHEAD 10" BOTTOM D STILES TYP FULL GLASS C/4080-DRS2 MUNTIN BAR J- 2" CRASH BARS AT (° 6" AND 24" TYP AA � 10" BOTTOM STILES BB AUTOMATIC SLIDING TYP AUTOMATIC SLIDING SO -SX -SX -SO SO -SX -SX -SO C/40 8 0 -DRAA C/4080-DR88 122906 11260 6" 6" 5" 6" 00 � I V) CD I G N HALF GLASS NARROW LITE C/A08DRG C/4080-DRN 112so0-4 112604 �1 DOOR TYPES 3/1600 4 POCKET REF DOOR SCHEDULE FOR OPENING WIDTH R ACCORDION FOLDING C/A080-DRR 112604 -MOTION DETECTOR TYP 1/4" TEMPERED GLASS TYP MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP 10" BOTTOM STILES TYP 1/4" TEMPERED FLEXIBLE TR AFFI C C/A080-DRE 112604 CLEAR VIEW VISION PANEL 5'1 STEEL JAMB GUARDS 2'-0" HIGH IMPACT BUMPER ON EACH SIDE OF DOOR F FLUSH C/A080-DRF 112604 17-71 RAWN BY: IP GLASS TYP C S1 S2 2" CRASH U — SECTIONAL BARS AT 6" SECTIONAL COILING COILING AND 24" TYP OVERHEAD 10" BOTTOM D STILES TYP FULL GLASS C/4080-DRS2 (STOREFRONT) 112604 C/4080-DRD NOTES 112604 112604 FLEXIBLE TR AFFI C C/A080-DRE 112604 CLEAR VIEW VISION PANEL 5'1 STEEL JAMB GUARDS 2'-0" HIGH IMPACT BUMPER ON EACH SIDE OF DOOR F FLUSH C/A080-DRF 112604 DOOR SCHEDULE NOTES 17-71 RAWN BY: IP AHM C S1 S2 S3 U U 1 SECTIONAL SECTIONAL SECTIONAL COILING COILING OVERHEAD OVERHEAD OVERHEAD C/Ao80-DRU C/Aoa0 _DRU1 C/A080-DRS1 112604 C/4080-DRS2 C/A080-DRS3 112604 012706 NOTES 112604 112604 DOOR SCHEDULE NOTES RF/SW RAWN BY: IP AHM C 192 0 DETAIL REFERENCES ARE TO SHEET A8.1 UNO MARK ROOM NAME DOOR � O FRAME FIRE NOTES MARK 1. SCHEDULED WIDTH AND HEIGHT INDICATE NEW/ TYPE MATERIAL QTY NOMINAL SIZE GLASS NEW/ TYPE MATERIAL DETAIL RATING OO FINISHED OPENING SIZE. ETR W H T ETR HEAD JAMB THRESHOLD (MIN) Z 2. AUTOMATIC SLIDING DOOR. SCHEDULED WIDTH 100A SALES ETR F HM-STL 1 3'-0" 7'-p" 1 3/4 --- I ETR --- --- --- --- --- --- 7 AND HEIGHT INDICATE ROUGH OPENING SIZE AND 1p0B SALES ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR I ---7 -- 1004 OUTSIDE DOOR FRAME DIMENSIONS. 100E SALES ETR F HM-STL 2 4'-0" 71-000 1 3/4" -- ETR _ �- - -` �- 1006 3. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT 100M SALES ETR F HM-STL 2 4'-O" T-0" 1 3/4" ---- ETR -__ --- -_ ` �- --- --- --- �- --- 7 7 100E 100M TO READ "THIS DOOR TO REMAIN UNLOCKED 100N SALES ETR F HM-STL 1 4'-0" 7'-0" 11 3/4" --- ETR --- --- _-- --- --- --- 7 100N DURING BUSINESS HOURS". SIGNAGE 101A GM VESTIBULE ETR BB ALUM 1 12'-0" 10'-0" 11 1/2" TEMP ETR --- --- -_- --- --- --- 3,7,16,17,29 101A FURNISHEDBY WAL-MART AND INSTALLED BY 1018 GM VESTIBULE ETR BB ALUM 1 12'-0" 10'-0" 1 1/2" TEMP ETR --- --- --- --- --- --- 3,7,16,17,29 101E GENERAL CONTRACTOR. 102A JANITOR ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR ---- --- --- --- -- -- - 29,34,54 102A 4. INSTALL SECTIONAL DOOR TRACK RETURN Al 103A OTHER INCOME ETR D ALUM 1 3'-6" 7'-0" 1 1/2" TEMP ETR --- -- --- --- MAXIMUM HEIGHT AND AND AS CLOSE TO ROOF STRUCTURE AS ALLOWABLE BY MANUFACTURER. 104A GM' CART STORAGE NEW S1 STEEL 1 18'-0" 4'-8" --- -- -- ETR --- --- --- --- --- --- ------ 3,17 1,5,14 1034 104A 5. INSTALL/REPLACE FLEXIBLE STRIP DOOR. 107A CASH ETR F HM-STL 1 3'-0" 7'-..0" 1 3/4" --- ETR --- --- --- --- --- --- 29,54 107A 6. NOT USED 108A COUNTING ETR F HM-STL 1 3'-0" 7'--p" 1 3/4" --- ETR --- --- --- --- --- --- 29,54 108A 7. SIGNAGE: PROVIDE 1" HIGH LETTERS IN 109A EQUIPMENT ETR F HM-STL 1 3'-0" 7'--0" 1 3/4" --- ETR --- --- --- --- --- --- 29,34 109A CONTRASTING COLORS TO BACKGROUND, TEXT "IN 110C CORRIDOR ETR F HM-STL 2 4'-0" 7'-p" 1 3/4" -- ETR --- --- --- --- _-- --- 7,29 114C TO READ EMERGENCY PUSH TO OPEN". 11OG CORRIDOR ETR F HM-STL 2 4'-0" 7'-0" 1 3/4' -- / - ETR -" "-- --- -'-- --- 3/4 HR 7,29 110G 8. FULLY GASKETED FOR NEUTRALIZATION. 9. DOOR, FRAME AND HARDWARE BY CONTRACTOR. 115A GR VESTIBULE ETR BB ALUM 1 12'_0" 10'-0" 1 1/2" TEMP ETR --- --- _-- --- --- --- 3,7,16,17,29 1154 SUB -FRAME BY CANOPY MANUFACTURER. 115B GR VESTIBULE ETR BB ALUM 1 12'-0" 10'-0" 1 1 2" TEMP ETR / -- --- --- --- --- --- 3,7,16,17,29 115B 10. NOT USED 116A JANITOR ETR F HM-STL 1 3'-0" 7'--0" 1 3/4" ---- ETR --- --- --_ --- --- --- 29,34,54 116A 11. NOT USED 117A OTHER INCOME ETR D ALUM 1 3'-6" 7'-0" 1 1/2" TEMP ETR --- --- --- --- --- --- 3,17 117A 12. PROVIDE 1" CLEARANCE BETWEEN EDGE OF 118A GR CART STORAGE NEW S1 STEEL 1 12'-0" 4'-8" --- --- ETR --- --- -_- --- --- 1,5,14 118A STRIKE SIDE OF DOOR AND ADJACENT 119A AP OFFICE ETR F HM-STL 1 3'-O" 7'-0" 1 3/4" --- ETR --- ---- --- --- --- CASEWORK. 13. NOT USED 122A EDC #3 ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- __- -� - ___ ___ ___ 29 29 1194 122A 14. REPAIR AND ADJUST EXISTING DOOR TRACKS 126A SEASONAL SHOP ETR AA ALUM 1 12'-0" 8'-0" 1 1/2" TEMP ETR --- --- -- - - -- --- --- 16,17 126A AND ALL ACCESSORIES. 126B SEASONAL SHOP ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR - --- --- --- --- --- 7,29 126B 15. NOT USED 127A RISER CLOSET ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --- ----- --- 29 127A 16. REPAIR EXISTING AUTOMATIC SLIDING DOOR. 17. REPLACE BROKEN, MISSING, OR DAMAGED 128B ALCOVE ETR F HM-STL PR 3'-0" 7'-0" 1 3/4" --- ETR --- ---- --- --- --- 3/4 HR 7,29 1286 GLASS. 150A FIRE CORRIDOR ETR F HM-STL 2 3'-0" 7'-0" 1 3/4" --- ETR --- ---- --- -- - --- --- 7,29 150A 18. REMOVE EXISTING DOOR AND HARDWARE. 150C FIRE CORRIDOR ETR R STEEL 1 8'-0" 9'-0" --- --- ETR --- --- --�-- --- --- 3/4 HR 55 150C EXISTING FRAME TO REMAIN. INSTALL HINGE 150E FIRE CORRIDOR NEW E PLASTIC PR 3'-0" 7'-0" --- ACRYLICNEW --- STEEL 9 8 --- --- 24 150E FILLER PLATE AND STRIKE FILLER PLATE IN 150D FIRE CORRIDOR ETR F HM-STL PR 3'-0" 7'-O" 1 3/4" --- ETR --- --- --_- --- --- 3/4 HR 7,29 150D HOLLOW METAL FRAME. 151C BREAKROOM ETR N HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR --- --- --- --- --- --- 29 151C 19. WELDED FRAME W/CONTINUOUS HINGE. 20. REPLACE DAMAGED SECTIONAL DOOR PANELS. 151 D BREAKROOM ETR N HM-STL 1 3'-0" 7'-0" 1 3/4" WIRE ETR --- -_- --- --- --- 3/4 HR 29 151D 21. REPAIR EXISTING DOOR. 153A UPS ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR --- --- --- --- --- --- 29,34,54 153A 22. FLEXIBLE TRAFFIC DOOR COLOR TO BE KHAKI. 159A SPRINKLER ETR. V CL 1 3'-0" 7'-0" --- --- --- --- SP --- --- ----- --- 38 159A PAINT DOOR FRAME P17. 162A FIRE CORRIDOR ETR F HM-STL 2 3'-0" 7'-0" 113/4" --- ETR --- --- -- - --- -_ - --- 7,29 162A 23. NOT USED. 162E FIRE CORRIDOR ETR R STEEL 1 6'-O" 9'-0" --- --- ETR --- --- --- --- --- 3/4 HI 55 162E 24. FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. PAINT DOOR FRAME 162C FIRE CORRIDOR ETR R STEEL 1 8'-0" 9'-0" --- --- ETR --- --- --- --- _-_ 3/4 HR 55 162C TO MATCH ADJACENT WALL. 25. NOT USED 162D FIRE CORRIDOR ETR F HM-STL PR 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --- ---_ 3/4 HR 7,29 162D 26. NOT USED 162E ALCOVE, NEW E PLASTIC PR 3'-0" 7'-0" --- CRYLI NEW -- STEEL 9 8 --- --- 24 162E 27. NOT USED 165A CUSTOMER MEN NEW F HM-STL 1 3'-0" T -q" 113/4" --- NEW 1, HM 7 6 --- --- 35 165A 28. NOT USED 166A CUSTOMER WOMEN ETR F HM-STL 1 3'-0" 7'--0" 1 3/4" --- ETR --- --- --- --- --- _- 29 166A 29. REPAIR AND ADJUST EXISTING DOOR HARDWARE 167A FAMILY TOILET ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --- TO PROPER WORKING CONDITION. 30. REPAIR DAMAGED GATE. 171A UPC INVOICING ETR N HM-STL 1 3'-0" 7'-0" 1 3 4" TEMP / ETR _-- --- --- --- --- --- --- --- 29 29,54 1674 171A 31. REMOVE DOOR CLOSER. PATCH AS NEEDED. 172A TRAINING NEW N HM-STL 1 3'-O" 7'-0" 1 3/4" TEMP ETR -- --- --- --- --- --- 35 172A 32. ENLARGE DOCK DOOR OPENING. INSTALL NEW 175A MANAGEMENT OFFICE ETR N HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR --- --- _-- --- --- --- 29,34,54 175A SEALS. 33. INSTALL/REPLACE STOP. REF SPEC 176A FIRE CORRIDOR ETR F HM-STL 2 3'-O" 7'-0" 1 3/4" --- ETR --- --- --- --- --- --- 7,29 176A 34. INSTALL 5"X20" WINDOW IN DOOR. 176B FIRE CORRIDOR ETR R STEEL 1 8'-0" 9'-0" ---- --- ETR --- --- --- --- --- 3/4 HR 55 1768 35. INSTALL/REPLACE ALL DOOR HARDWARE. REF 176C FIRE CORRIDOR ETR R STEEL 1 8'-0" 9'-O" --- --- ETR --- --- --- --- --- 3/4 HR 55 176C SPEC 176E ALCOVE NEW E PLASTIC PR 3'-0" 9'-0" --- ACRYLIC NEW --- STEEL 9 8 --- --- 24 176E 36. INSTALL/REPLACE EXIT DEVICE OR EXIT ALARM. 176E FIRE CORRIDOR ETR F HM-STL PR 3'-0" 9'--0" 1 3/4" --- ETR ---- - --- --- --- 3 _4H R / 7,29 176F REF SPEC 178A GM RECEIVING ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --_ ETR - __ ___ __- _-- _ --_ 7,29 1784 37. INSTALL/REPLACE ONE-WAY VIEWER. REF SPEC 1786 GM RECEIVING NEW S1 STEEL 1 6'-0" 8'-8" --- TEMP NEW --- --- 10 3 --- --- 1,4,5 178B 38. ENSURE GATE IS OPERATIONAL AND LATCHES. 178C GM RECEIVING NEW S2 STEEL 1 8'-O" 8'-8" --- TEMP NEW --- --- 2 1 - -- --- 1,4,5 178C 39. REPAIR DAMAGED EXTERIOR WALL CORNERS AT 178D GM RECEIVING NEW S2 STEEL 1 8'-0" 8'-8" --- TEMP NEW --- --- 2 1 --- --- 1,4,5 178D ROLL DOOR OPENINGS. 40. INSTALL/REPLACE ELECTROMAGNETIC DOOR 178E GM RECEIVING NEW S2 STEEL 1 8'-0" 8'-8" --- TEMP NEW --- --- 2 1 -- - --- 1,4,5 178E HOLDER(S). REF SPEC 179A GM STOCKROOM NEW E PLASTIC PR 3'_0" 9'-0" --- CRYLI NEW --- STEEL 9 8 --- --- 24 41. INSTALL/REPLACE BUTTS. REF SPEC 183A ASSISTANT MANAGEMENT OFFICE ETR N HM-STL 1 3'-0" 7'-0" 1 3/4- TEMP ETR --- --- --- --- --- --- 29,54 42. INSTALL/REPLACE CYLINDER(S), PHARMACY LOCK, LATCH AND/OR DEADLOCK. REF SPEC .REF PEN 30OF PHARMACY NEW U ALUM 1 3'-0" 3'-2" --- --- NEW 1 ALUM 6-PH1 --- --- --- 1 43. INSTALL/REPLACE PUSH AND/OR PULL. REF 30OG PHARMACY NEW F HM-STL 1 3'-0" 7'-0" 1 3/4" --- NEW 1 HM 7 6 --- --- 54 SPEC 300H PHARMACY NEW U1 ALUM 1 25'-7" 9'-0" - -- --- - NEW --- --- 7-PH1 12-PH1 --- --- --- 13A 44. INSTALL/REPLACE THRESHOLD. REF SPEC 300J PHARMACY NEW U ALUM 1 3'-0" 3'-2" --- --- NEW 1 ALUM 6-PH1 --- --_ --- 1 45. INSTALL/REPLACE SAFETY HASP AND STAPLE. 301A PHARMACY TOILET NEW F HM-STL 1 3'-p" 7'-0" 1 3/4" --- NEW 1 HM 7 6 --- --- REF SPEC 46. INSTALL/REPLACE SURFACE BOLT(S). REF SPEC 3024 PHARMACY NEW Y1 PLASTIC 1 3'-0" 2'-8" --- --- NEW - -_47. 54 12 INSTALL/REPLACE FLUSH BOLT(S). REF SPEC FOOD SERVICE TENANT-�_ 48. INSTALL/REPLACE DRIP CAP. REF SPEC 402A DINING AREA ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- --- --- 7,29 49. INSTALL/REPLACE DOOR COORDINATOR. REF 404A KITCHEN ETR N HM--STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR �- ___ � �-- -` 29 404A SPEC GARDEN CENTER 50. INSTALL/REPLACE DOOR ALARM AND CYLINDER. 501 H GARDEN CENTER ETR VV OM 1 4'-0" 8'--0" ---- --- ---- --- --- --- --- --- --- 3$ 501 H REF SPEC 501 J GARDEN CENTER ETR VV OM 1 4'-0" 8'-0" --- --- --_ --- - - -- --- --- --- 38 501J 51. INSTALL/REPLACE ELECTROMAGNETIC LOCK. REF 501E GARDEN CENTER ETR VV OM 1 4'-0" 8'-0" ---- --- --- ---- --- --- SPEC AUTO CENTER --- --- --- - 3$ 501L 52. INSTALL/REPLACE MAIL SLOT. REF SPEC 600A 600A LUBE & TIRE MOUNTING AREA NEW G HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR - --- -- -` --- 3,35 53. INSTALL/REPLACE LOCK GUARD. REF SPEC 6006 LUBE & TIRE MOUNTING AREA NEW G HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR - --` _ - -- --- 3,35 54. INSTALL/REPLACE ARMOR PLATE AND/OR KICKPLATE 600C LUBE & TIRE MOUNTING ARE ETR S3 STEEL 1 12'-0" 9'-5" --- ACRYLIC - - -- `- _ 14, ,35 6006 6048 55. REPAIR DOOR, TRACK AND ACCESSORIES TO 600D LUBE & TIRE MOUNTING AREA ETR S3 STEEL 1 12'-0" 9'-5" --- ACRYLIC - -- --- --- --- ------ --- --- 14,17,20 600D LIKE -NEW CONDITION 600E LUBE & TIRE MOUNTING ARE ETR S3 STEEL 1 12'-0" 14'-1" ---- ACRYLIC--- --- --- --- --- --- --- 14,17,20 600E 56. INSTALL/REPLACE DEADBOLT LOCK. REF SPEC 60OF LUBE & TIRE MOUNTING ARE ETR S3 STEEL 1 12'--0" 14'-1" --- ACRYLIC-_- --- --- --- --- --- --- 14,17,20 60OF 57. INSTALL/REPLACE DOOR HOLDER. REF SPEC 60OG LUBE & TIRE MOUNTING AREA ETR S3 STEEL 1 12'-0" 9'-5' --- ACRYLIC--- --- ---- --- --- --- 14,17,20 600G 58. INSTALL/REPLACE CONTINUOUS GEARED HINGE. 600H LUBE & TIRE MOUNTING ARE ETR S3 STEEL 1 12'-0" 9'-5" --- ACRYLIC--- --- --- --- --- --- --- 14,17,20 600H REF SPEC 600J LUBE & TIRE MOUNTING AREA ETR S3 STEEL 1 12'-0" 9'-5" --- ACRYLIC--- --- -_- --- --- --- --- 14,17,20 600J 600K LUBE & TIRE MOUNTING ARE ETR S3 STEEL 1 12'-0" 9'-5" ---- ACRYLIC--- --- --- --- --- --- --- 14,17,20 600K 600L LUBE & TIRE MOUNTING AREA ETR F HM-STL 1 3'-O" 7'-0" 1 3/4" --- ETR --- --- --- --- --- --�- 7,29 600L GENERAL NOTES 600M LUBE & TIRE MOUNTING ARE ETR U STEEL 1 8'-0".-T-_8" 1 3/4" --- --- --- --- --- --- --- 3/4 HR 55 600M 60ON LUBE & TIRE MOUNTING ARE ETR U STEEL 1 10'-0" 3'-8" 1 3/4" --- ETR --- ---- --- --- 3/4 HR 55 60ON 60OR LUBE & TIRE MOUNTING AREA NEW V CL 1 3'-0" 4'-0" --- _ ---- --- --- --_ --- --- 38 6008 1. TEST FIRE DOORS (OVERHEAD COILING OR 601A TOILET NEW F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --_ --- ---- 35 601 A ACCORDION TYPE). 602A MECHANICAL ETR F HM-STL 1 4'-0" 8'-0" 1 3/4" --- ETR --- --- _--- ---- --- --- 7,29 6024 2. REPAIR OVERHEAD COILING DOOR ASSEMBLY TO WORKING CONDITION AS REQUIRED. 602B MECHANICAL NEW N HM-STL 1 4'-0" 7'-0" 1 3/4" TEMP ETR --- --- --- --- --- 3/4 HR 35 602B 3. REPLACE DAMAGED OR MISSING OVERHEAD 603A SECURITY ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- ---- --- --- --- 29,34 6034 COILING DOOR SHROUDS AT RATED CORRIDORS. 604A CUSTOMER SERVICE NEW G HM-STL 1 3'-0" 7'-0" 1 3 4" TEMP / ETR -'-- _-- --- --- _-- 3/4 HR 35 6044 4. REPAIR ALL DAMAGED ACCORDION FIRE DOOR 605A STORAGE ETR F HM-STL 1 4'-0" 7'-0" 1 3/4" _-- ETR --- --- --- --- --- --- 29,34 605A SHROUDS AND POCKETS. 607A OFFICE ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- ---_ --- --- --- 29,34,54 607A 5. INSTALL/REPLACE ALL WEATHERSTRIPPING AND 608A SUPPLY NEW N HM_STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --- --- 3/4 HR 29,35,54 608A GASKETS AT ALL EXTERIOR HOLLOW METAL 610B TIRE AND BATTERY STORAGE NEW VV OM PR 4'-0" 11'-0" --- --- --- --- SP --- --- DOORS. REF SPEC 6. NOT USED 614B ENVIRONMENTAL CAGE NEW VV OM PR 4'-O" 11'-0" --- --- ---- --- --- --- SP --- -_- --- --- --- --- 6106 610B 7. INSTALL/REPLACE REINFORCING PIVOT, VISION CENTER SILENCERS AND/OR CLOSER, !F LISTED IN DOOR7014 701A LAB ETR G HM-STL 1 3'-0" 7'-0" _13—/4" TEMP ETR --- --- --- --- --- --- 17 29 HARDWARE SPECIFICATION, AT ALL INTERIOR 702A CONTACT SALES NEW G HM-STL 1 3'-0." 7'-0" 1 3/4" TEMP NEW 1 HM 7 6 --- --- 34,35 702A HOLLOW METAL DOORS. REF SPEC. 7054 EXAM #1 ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --- --- --- 29 7054 8. NOT USED 7064 EXAM 2 ETR F HM-STL 1 3'-O" 7'-0" 1 3/4"'ll ETR --- --- ___ ___ 29 706A MATERIAL KEY C/A080-FKEY TENANTS _MaK DESCRIPTION 801A WAL-MART MONEY CENTER ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" ---- ETR --- --- --- ---- -- - --- - 7,29 801A AL ALUMINUM LINK 802A REGAL NAILS ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR _-- --- --- - --- -_- 7,29 802A ALUM ALUMINUM 802H REGAL NAILS ETR F HM-STL 1 3'-0" 7'-0" 1 3 4" ---- ETR --- --- _-- -- - _------ 7,29 802H CL CHAIN LINK HAIR CARE HM HOLLOW METAL 809A STORAGE ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" _-- ETR --•-- --- --- --- --- - -- 809A 29,34 HM-STL HOLLOW METAL -STEEL 810A SALON ETR F HM-STL 1 3'-O" 7'-0" 1 3/4" --- ETR --- --- --- --- --- --- 7,29 810A OM ORNAMENTAL METAL 8106 SALON ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" ---- ETR --- --- --- --- --- --- 29,34 8108 SP STEEL PIPE 811A UTILITY ETR F HM-STL 1 3'-0" 7`-0" 1 3/4" --- ETR --- --- --- --- --- --- 29,34 811A GROCERY 901A SERVICE DELI NEW E PLASTIC 1 3'-0" 7'-0" --- ACRYLICNEW --- STEEL 9 8 --- --- 901A 22 902A DELI PREP NEW E PLASTIC PR 3'-0" 7'-0" --- ACRYLICNEW --- STEEL 9 8 --- --- 24 902A 909A PRODUCE PREP ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- _-- --- _-- --- --_ 7,29 909A 909B PRODUCE PREP NEW E PLASTIC PR 3'-0" 9'-0" --- ACRYLICNEW --- STEEL 9 8 --- --- 24 909B 909D PRODUCE PREP NEW E PLASTIC PR 3'-0" 7'-0" --- CRYLI NEW --- STEEL 9 8 --- --- 22 909D 909E PRODUCE PREP NEW E PLASTIC PR 3'-0" 7'-0" --- ACRYLICNEW --- STEEL 9 8 --- --- 24 909E 912A MEAT PREP NEW E PLASTIC 1 3'-0" 7'-0" -- - ACRYLICNEW --- STEEL 9 8 --- --- 24 912A 914A FIRE CORRIDOR ETR F HM-STL PR 4'-0" 9'-0" 1 3/4" --- ETR --- ----- --- -- --- 3/4 HR 7,29 914A 9174 PLUMBING MECHANICAL ETR V CL 1 3'-0" 8'-0" --- --- ETR --- --- --- --- --- --- 38 917A 9184 FIRE CORRIDOR ETR F HM-STL 2 3'-0" 7'-0" 1 3/4" --- ETR --- --- --- --- --- --- 7,29 918A 9186 FIRE CORRIDOR ETR R STEEL 1 8'-0" g'-0" --- ---- ETR --- --- --- --- --- 3/4 HR 55 918B 918C FIRE CORRIDOR ETR R STEEL 1 8'-0" 9'-0" --- --- ETR --- --- --- --- --- 3/4 HR 55 918C 918E FIRE CORRIDOR NEW E PLASTIC PR 4` -O"__9' -O" --- CRYLI NEW --- STEEL 9 8 --- --- 24 918E 920A GR RECEIVING NEW S2 STEEL 1 6-0 89-8't --- TEMP --_ ___ -__ 4 3 ---- --- 1,4,5 9204 920B GR RECEIVING NEW S2 STEEL 1 8, -p$t 80-800 --_ TEMP NEW --- --- 2 1 ___ _-_ 1,4,5 920B 920C GR RECEIVING NEW S2 STEEL 1 8'-0" 8'-8" --- TEMP NEW --- --- 2 1 --- --- 1,4,5 920C 920D GR RECEIVING NEW S2 STEEL 1 8'-0" 8'-8" --- TEMP NEW --- ---2 1 _-- --- 1,4,5 920D 920E GR RECEIVING NEW S2 STEEL 1 8'-0" 8'-8" --- TEMP NEW --- ___ 2 1 --- --- 1 .4 .5 :SEAFOOD PREP ....�OMPRESSOR ENCLOSURE j;f0+'f*'1804 f�f�•r �� 'COMPRESSOR w. ORNAMENTALv vv 0"HAIN LINK 112604 ,.• -DRVV 042i 05 Y1 FLEXIBLE TRAFFIC C/4080-DRY1 062405 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479,636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 affi U, Z) o Ln 10' °v)rXE5Q ft 8' W157= Q�� $ZO<.g,L � LL � N`9_aa_zwaSoy p ww$� 32 8jg56a1-a - zui a�awu68Sw,M z Q- in ozaV�O�waZliwm (nW �'a~nacuwiE &jop<�a 0 iE:•ca cainazw ILzioa ISSUE BLOCK HECKED BY: RF/SW RAWN BY: IP AHM C 192 0 01-09-09 DOCUMENT DATE: 02-06-09 a � O W O w r � OO Ct0 P4 Z O ISSUE BLOCK HECKED BY: RF/SW RAWN BY: IP AHM ROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 � FL .ca �• • • o•; 0616853 w .� w RL�'D AR i NJ�d DOOR SCHEDULE SHEET: A8 C 0 0 0 0 con 3 o� 00 o m 0 �4� Q o (D rn� O % � U CD o O, 0 O 0 N � �E o� w (D a E ~ N d <0) � J � 4- o -o o0 C o Q� 0 c 0_ 0 L 0 N `— �O r7 O 0 00 N O 1�1O \ X N x x Boo �o zj a � 1 1 /2" = 1'-0" A082-017 VARIES SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC J I--`- DOOR HEAD 9 1 1/20* = 1'-O" AIR CURTAIN. REF MECH. MOUNT PER MFR RECOMMENDATIONS. BTM OF AIR CURTAIN TO BE FLUSH WITH TOP OF FLEXIBLE STRIP DOOR. - 2' -6" 11 MAX � wn I rq Li i i I U ANTI -SWAY BRACKET AT EACH END REF 5-A8.1 OVERHEAD COILING EQUIPMENT ENCLOSURE BRUSH WITH ALUMINUM HOLDER DRAWN BY: ON BOND BREAKER REF DOOR OW SCHEDULE FOR LOCATIONS FIRE RATED I INSIDE OVERHEAD DOOR MOUNT. OVERHEAD EXTEND 1'-0" BEYOND DOOR. 2 1/4" TAPCON TO CMU WALL RETURN TO WALL AT ENDS. REF i/ DOOR SCHEDULE FOR LOCATIONS II i' FLEXIBLE STRIP DOORS I it OVERHEAD DOOR TRACK II \° 6"x3/8" DIAMETER HEADED II STUD ANCHORS AT 16" OC ' VINYL WEATHER STRIP 11 4"x4"x1 /4" ANGLE II OVERHEAD DOOR - CONT SEALANT INTERIOR 10 HEAD FLEXIBLE STRIP DOORS 1 1/29p = 1'-O" A010-010 1 1 /2" = 1'-0" A082-017 VARIES SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC J I--`- DOOR HEAD 9 1 1/20* = 1'-O" AIR CURTAIN. REF MECH. MOUNT PER MFR RECOMMENDATIONS. BTM OF AIR CURTAIN TO BE FLUSH WITH TOP OF FLEXIBLE STRIP DOOR. - 2' -6" 11 MAX � wn I rq Li i i I U ANTI -SWAY BRACKET AT EACH END REF 5-A8.1 OVERHEAD COILING EQUIPMENT ENCLOSURE EXISTING MASONRY WALL DRAWN BY: a W BENT PLATE BRACKET . FIRE RATED I 1 /4"x4"x1'-6" WITH (2) 1/4% OVERHEAD 02-06-09 2 1/4" TAPCON TO CMU WALL 4"1L VINYL BENT PLATE 44 SCHEDULE FOR LOCATIONS STRIP 1/4"X4"x4" WITH INSIDE OVERHEAD DOOR MOUNT. ° EXTEND 1'-0" BEYOND DOOR. 3"x1 /2" SLOT AT RETURN TO WALL AT ENDS. REF DIAMETER DOOR SCHEDULE FOR LOCATIONS - _ ANCHORS AT FLEXIBLE STRIP DOORS EACH END AS 4"x4"x1 /4" ANGLE CONT SEALANT © SHOWN, WELD TO ------ - II -- -- BRACKET 0 FASTEN ANTI -SWAY BRACKET ASSEMBLY TO UNISTRUT WITH NUT AND WASHER AT BOTTOM OF THREADED ROD UNISTRUT ATTACHED TO AIR CURTAIN PER MFR RECOMMENDATIONS EDGE OVERHEAD INTERIOR TRACK ABOVE OVERHEAD DOOR AND TRACK BELOW AIR CURTAIN UNIT AIR CURTAIN BRACKET 1 1 /2" = 1'-0" A082-017 VARIES SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC J I--`- DOOR HEAD 9 1 1/20* = 1'-O" AIR CURTAIN. REF MECH. MOUNT PER MFR RECOMMENDATIONS. BTM OF AIR CURTAIN TO BE FLUSH WITH TOP OF FLEXIBLE STRIP DOOR. - 2' -6" 11 MAX � wn I rq Li i i I U ANTI -SWAY BRACKET AT EACH END REF 5-A8.1 OVERHEAD COILING EQUIPMENT ENCLOSURE a4HEAD INTERIOR 1 1/200 = 1'-0" A081-004 /4" STEEL PLATE CHANNEL WELD TO HANNEL ABOVE AND GRIND SMOOTH ROVIDE COUNTER SUNK HOLES FOR /8" SCREWS AT 18" OC EALANT BOTH SIDES VA JAMB 8 1 1/211 = 1'-0" _ ) DOOR NTD: REFER TO SCOPE PICTURES TO VERIFY TRACK TYPE 3 ANGLE 3 MASONRY WALL EXTERIOR I I I I INTERIOR JAMB 3 1 1/2" = 1'-0" VA"I "I CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING DOOR a7HEAD 1 1/2" = 1'-0" i ---OVERHEAD DOOR i II TRACK I II DOCK SEAL AT TRUCK DOCK ONLY, MOUNT ON SMOOTH i FACE CMU ONLY INSTALLED PER II MANUFACTURERS INSTRUCTIONS ' I EXISTING MASONRY I i i LINTEL 111 1 11 I II I II ii EXISTING ANGLE ' I VINYL WEATHER STRIP II CONT BACKER ROD AND i i SECTIONAL SEALANT EACH SIDE OF II OVERHEAD DOOR DOCK SEAL PER MFR II INSTRUCTIONS CONT SEALANT a2HEAD 1 1/210 = 1'-0" CO EXISTII CMU E DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE. `--- WALL VARIES JAMB 6 1 1/20t = 1'-0" OVERHEAD DOOR EXISTING ANGLE EXISTING MASONRY WALL CONT BACKER ROD AND SEALANT EACH SIDE OF DOCK SEAL PER MFR. INSTRUCTIONS EXTERIOR INTERIOR JAMB 1 1 1/29p = 1'-0" 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Bary L. McNeill Florida License No AR0016853 w4ii�zN �owp Z UJ f2 Ln as �ry �os�o0U-N zaW z Oyv t7 <61.-z Z 00_F<0 F0 o $� ace—i{ =0sww ,Ew OzU) gwoo4=�6zz J �Q .0��' �jCZ��> p� ma. omVC' it d p� f= N zwgow<n'w OO=Mw F-00(nia:�aawoa� RF/SW DRAWN BY: a W 4► C? . FIRE RATED I o OVERHEAD 02-06-09 COILING DOOR I � BRUSH WITH ALUMINUM HOLDER VINYL ON BOND BREAKER REF DOOR WEATHER SCHEDULE FOR LOCATIONS STRIP INSIDE OVERHEAD DOOR MOUNT. ° EXTEND 1'-0" BEYOND DOOR. 6"x3/8" °�` RETURN TO WALL AT ENDS. REF DIAMETER DOOR SCHEDULE FOR LOCATIONS HEADED STUD ANCHORS AT FLEXIBLE STRIP DOORS 16" OC 4"x4"x1 /4" ANGLE CONT SEALANT a4HEAD INTERIOR 1 1/200 = 1'-0" A081-004 /4" STEEL PLATE CHANNEL WELD TO HANNEL ABOVE AND GRIND SMOOTH ROVIDE COUNTER SUNK HOLES FOR /8" SCREWS AT 18" OC EALANT BOTH SIDES VA JAMB 8 1 1/211 = 1'-0" _ ) DOOR NTD: REFER TO SCOPE PICTURES TO VERIFY TRACK TYPE 3 ANGLE 3 MASONRY WALL EXTERIOR I I I I INTERIOR JAMB 3 1 1/2" = 1'-0" VA"I "I CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING DOOR a7HEAD 1 1/2" = 1'-0" i ---OVERHEAD DOOR i II TRACK I II DOCK SEAL AT TRUCK DOCK ONLY, MOUNT ON SMOOTH i FACE CMU ONLY INSTALLED PER II MANUFACTURERS INSTRUCTIONS ' I EXISTING MASONRY I i i LINTEL 111 1 11 I II I II ii EXISTING ANGLE ' I VINYL WEATHER STRIP II CONT BACKER ROD AND i i SECTIONAL SEALANT EACH SIDE OF II OVERHEAD DOOR DOCK SEAL PER MFR II INSTRUCTIONS CONT SEALANT a2HEAD 1 1/210 = 1'-0" CO EXISTII CMU E DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE. `--- WALL VARIES JAMB 6 1 1/20t = 1'-0" OVERHEAD DOOR EXISTING ANGLE EXISTING MASONRY WALL CONT BACKER ROD AND SEALANT EACH SIDE OF DOCK SEAL PER MFR. INSTRUCTIONS EXTERIOR INTERIOR JAMB 1 1 1/29p = 1'-0" 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Bary L. McNeill Florida License No AR0016853 w4ii�zN �owp Z UJ f2 Ln as �ry �os�o0U-N zaW z Oyv t7 <61.-z Z 00_F<0 F0 o $� ace—i{ =0sww ,Ew OzU) gwoo4=�6zz J �Q .0��' �jCZ��> p� ma. omVC' it d p� f= N zwgow<n'w OO=Mw F-00(nia:�aawoa� ISSUE BLOCK CHECKED� RF/SW DRAWN BY: a W 4► C? . PROTO CYCLE: o DOCUMENT DATE: 02-06-09 CDa CD � W 0 W r0 po I © z 0 ISSUE BLOCK CHECKED� RF/SW DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ••SYN •,. m AR0016853 BRED p�G DOOR DETAILS SHEET A8.1 4-1 41 a� c � o Q o a' 0 0 �N M > a O � U 0� 0 a) -" o �a) N +- 0 rn <c - 0 �L � � U oI m 4- - c N 0 0 CS7 0 0 00 N0 \0 �C14 NX X X oop 0 0 �-INz, a iv C I WG SUPPLIED AND INSTALLED BY CONTRACTOR - PLASTIC LAMINATE 3/4" SUBSTRATE PL4 AT FRO SIDES 5" PLASTIC BASE �1 BASE CABINET SECTION J 1 _ i -o A090 -01 1x2 SUPPORT 2'-0" AT4'P AC ST FER LAMINATE AND PLASTIC LAMINATE HARDWOOD ON 3/4" SUBSTRATE EDGE TOP 3/4 PL20 SEALED HARDWOOD EDGE TRIM 2x2 SUPPORT TYP 3/4" INTERIOR 7» DIAMETER GALVANIZED PIPE WITH FLANGE -SCREW o TO DIVIDERS OMITTED i AT DIRECTS DESK 3/4" PLYWOOD DIVIDERS 3/4" SEALED PLYWOOD BACKING 5" DURATUFF PLASTIC BASE DB5 SOFTLINE/DIRECTS 8 DESK SECTION 1"-1'-0"122603 A090-008 ONE PIECE PREFORMED ROLLED FRONT COUNTERTOP BY PLUNKETT DISTRIBUTING 1-800-833-4393 CONTACT HOLLIE PIERCE CONT SEALANT 1x4 WOOD BLOCKING DRAWER, OMITTED UNDER SINK 3/4" SUBSTRATE ADJUSTABLE SHELF OMITTED UNDER SINK 3/4" SUBSTRATE FRONT AND ENDS 3/4" SUBSTRATE BOTTOM 2x WOOD BLOCKING bKLAKKUUM BASE CABINET SECTION 4 1" -0" 013004 A090-004 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE SEALED 2'-6" HARDWOOD lo EDGE TRIM TYP 3/4" 4' UNO PLASTIC LAMINATE ON 3/4" PARTICLE BOARD PL20 r iN 119 ` CONTINUOUS 2x4 BLOCKING , PLASTIC LAMINATE ON 3/4" PLYWOOD PL15 1 1/4" OD STEEL 0I 0 PIPE AT 48" OC MAX. CPAINT P36 SIDE PANEL BEYOND FLANGE ATTACHMENT CONTINUOUS 2x4 ENSURE ALL FLANGES ARE BLOCKING SECURELY ATTACHED TO COUNTER AND FLOOR COUNTER SECTION 12 1" = 1'-0" A090-012 3/4" CORNER MOLDING WHERE COUNTER MEETS WALL 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE 3EALED HARDWOOD EDGE TRIM TYP. WG ASUPPLIED AND BY CONTRACTOR N N " DURATUFF LASTASE DB5 0 I Go TOTE IERIFY LOCATION OF IERCHANDISE MARKING iESK WITH WAL-MART LOOR PROJECT MANAGER 2'-0" SOFTLINE/ DIRECTS DESK PLAN 3/8"=1'-0" 113001 A090-007 NOTE: INSULATE ALL EXPOSED PIPING AT SINK INET SECTION CONT SEALANT WHERE COUNTER TOP COUNTERTOP 2'-O" MEETS WALL SST1 Q i_0 PLASTIC LAMINATE ON 3 4" SUBSTRATE PL4 3/4" SUBSTRATE ADJUSTABLE SHELVES PL4 HARDWOOD EDGE TRIM TYP PLASTIC LAMINATE ON 3/4" SUBSTRATE DIVIDER SIDES AND FRONT EDGE PL4 CONT SEALANT TYP B9 14 1 BASE CABINET SECTION RF/SW COUNTER TOP ROOM ROOM i i i SIZE re ASSET PROTECTION �Illilr iiiiiiiisiorcirrruirriririiiiiiiz i i i w ■ 2f -3$v 4'X8' 1 3,-O„ 2 INSTALLED BY i i i i CASH 4'X4' 3/4" CORNER MOLDING CONTRACTOR— • 4'X4' 1 PLASTIC LAMINATE ON 3 4" SUBSTRATE PL4 3/4" SUBSTRATE ADJUSTABLE SHELVES PL4 HARDWOOD EDGE TRIM TYP PLASTIC LAMINATE ON 3/4" SUBSTRATE DIVIDER SIDES AND FRONT EDGE PL4 CONT SEALANT TYP B9 14 1 BASE CABINET SECTION ------------------------- -----------------------r No 1/2" PLYWOOD BACKING I I! ! SURFACE MOUNT TO I 1 i it i_i I I 1 i - 1 i it --------------- 1 1 --_-_ 1 1 r----------------------- r_---------------------------- i'r--_-----------------------------------11 11 11 I ; ; ADJUSTABLE SHELVING; o ! i ! ! AND STANDARDS I I I; it i I '-----------------------------`------7 ------------ -----_--- --------- - `----------`-----II 11 ;; II 11 II it 1 r---------- ------_--------- it 0 ;t 11 i! U---------------------------------------- L41 -------------------- lJ..---------------------------------------- J 00 2'-O" 00 N 6 MANAGER' /21f=lo-O" �✓ �j CABLNET ELEVATLON 1 /2" = 1'-0" 013004 A090-003 ONE PIECE PREFORMED ROLLED FRONT COUNTERTOP BY PLUNKETT DISTRIBUTING 1-800-833-4393 CONTACT HOLLIE PIERCE PREFABRICATED OAK FACE AND TRIM COUNTER BASE SUPPLIED AND INSTALLED BY CONTRACTOR 2" DIAMETER HOLES AT BACK OF COUNTER - 10" j 1 10" Pots BASE BEYOND -7 RK STATIO 122603 2' a I N 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE EVATION A090-006 2'-6" BULLETIN BOARD SCHEDULE RF/SW COUNTER TOP ROOM ROOM COUNTER TOP SIZE NOTES ASSET PROTECTION 1 4'X4' SST1 SUPPLIED AND55T1 2f -3$v 4'X8' 1 3,-O„ 2 INSTALLED BY 1 CASH 4'X4' 3/4" CORNER MOLDING CONTRACTOR— 2 4'X4' 1 1x4 WOOD C WHERE COUNTER MEETS WALL 4'X8' .....,...BLOCKING GROCERY VESTIBULE 1 4'X8' 1 r=o 6 21» 2 WG > MANAGERS OFFICE , 4'X8' 1 -8,* 3 3 - SUPPLIED AND INSTALLED BY ( PLASTIC LAMINATE ON 3/4" CONTRACTOR (SIMTRATE ADJUSTABLE SHELVES 0 E4) = s HARDWOOD EDGE TRIM TYP ! 3/4" SUBSTRATE DIVIDER 3/4" SUBSTRATE © ¢ ! AT 3'-0" OC MAXIMUM ADJUSTABLE SHELVES cv `j PL4 ( ! PLASTIC LAMINATE ON 1/2" o i N SUBSTRATE BACKING I PLASTIC LAMINATE ON 04 i PL4 0 3/4" SUBSTRATE DIVIDER N SIDES AND FRONT EDGE PLASTIC LAMINATE ! CONTINUOUS SEALANT PL4 " SUBSTRATE AT TOP OF BASE PLASTIC LAMINATE ON PL4 FRONT AND 4" PLASTIC 3/4" SUBSTRATE 5" PLASTIC BASE PL4% SIDES d PLASTIC BASE B9 LAMINATE 3/4" 10 WOOD SUBSTRATEqB5 1'-10" DB5 DB5 BLOCKING PL4 2x4 WOOD PLASTIC LAMINATE ON 3/4" BLOCKING SUBSTRATE BOTTOM PL4 BASE CABINET SECTION CABINET SECTION. `1 1 1 = 1 —0 A09Q-011 1 ® :J ------------------------- -----------------------r No 1/2" PLYWOOD BACKING I I! ! SURFACE MOUNT TO I 1 i it i_i I I 1 i - 1 i it --------------- 1 1 --_-_ 1 1 r----------------------- r_---------------------------- i'r--_-----------------------------------11 11 11 I ; ; ADJUSTABLE SHELVING; o ! i ! ! AND STANDARDS I I I; it i I '-----------------------------`------7 ------------ -----_--- --------- - `----------`-----II 11 ;; II 11 II it 1 r---------- ------_--------- it 0 ;t 11 i! U---------------------------------------- L41 -------------------- lJ..---------------------------------------- J 00 2'-O" 00 N 6 MANAGER' /21f=lo-O" �✓ �j CABLNET ELEVATLON 1 /2" = 1'-0" 013004 A090-003 ONE PIECE PREFORMED ROLLED FRONT COUNTERTOP BY PLUNKETT DISTRIBUTING 1-800-833-4393 CONTACT HOLLIE PIERCE PREFABRICATED OAK FACE AND TRIM COUNTER BASE SUPPLIED AND INSTALLED BY CONTRACTOR 2" DIAMETER HOLES AT BACK OF COUNTER - 10" j 1 10" Pots BASE BEYOND -7 RK STATIO 122603 2' a I N 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE EVATION A090-006 2'-6" BULLETIN BOARD SCHEDULE RF/SW DRAWN BY. ROOM ROOM QTY SIZE NOTES ASSET PROTECTION 1 4'X4' 1 ASSISTANT MANAGERS OFFICE 2 4'X8' 1 BREAKROOM 2 4'X8' 1 CASH 2 4'X4' 1 COUNT 2 4'X4' 1 COURTESY DESK 1 4'X8' 1 GROCERY VESTIBULE 1 4'X8' 1 HALLWAY BACK OFFICE 6 4'X8' 1 MANAGERS OFFICE 2 4'X8' 1 W g U_ 0 0 o _ W 0 0 a_ 0 s V) 0 LI 0 W z D 0 W M 0 UNO SEALED PLASTIC LAMINATE ON HARDWOOD EDGE TRIM 3/4" SUBSTRATE PL20 TYP AT ALL AREAS NO 3" 4'-0 1. �OR 8'-0" BUNTER TOP SST1 2'-6" 11 UNO CONTINUOUS 2x4 BLOCKING 1 1/4" OD STEEL z PIPE AT 48" OC MAX. UNO PAINT P36 ENSURE ALL FLANGES ARE SECURELY ATTACHED TO COUNTER AND FLOOR i- FLANGE ATTACHMENT CONT SEALANT 3/4" CORNER MOLDING WHERE COUNTER MEETS WALL COUNTER SECTION. 1"=1'-O" 113001 A090-009 BULLETIN BOARD SCHEDULE CONTINUED RF/SW DRAWN BY. ROOM QTY SIZE NOTES OFFICES OTHER THAN THOSE LISTED DOCUMENT DATE: 4X8 PRODUCE PREP 1 4'X8' 1 SUPPLY LEADING TO TLE RESTROOM 1 4'X8' 1 TLE MANAGERS OFFICE 1 4'X4' 1 TRAINING 2 4'X8' 1 UPC INVOICING 2 4'X8' 1 NOTES.- OTES: 1. 1. ALL BULLETIN BOARD LOCATIONS TO FIELD PROJECT MANAGER BE DETERMINED BY UNO BULLETIN BOARDS MOUNTING DETAIL I � II IIIII�L./I-IWL�IY 1/2 "=1'-O" /4 y' I LE TO CUSTOMER PL8 TO BE USED WHEN TER IS VISIBLE TO CONT SEALANT _K14 CUSTOMER 3/4" CORNER MOLDING WHERE m CONTINUOUS 2x4 COUNTER z BLOCKING MEETS WALL z 0 1 1/4" OD STEEL 0 PIPE AT 48" OC MAX. m 00 0 UNO PAINT P36 TO v I BE 36" OC MAX. FOR a N CBL COUNTER ENSURE ALL FLANGES ARE I SECURELY ATTACHED TO w COUNTER AND FLOOR FLANGE ATTACHMENT COUNTER SECTION 2 1" = 1'-0" A090-002 WHEN BULLETIN BOARD AND/OR SCHEDULE BOARD OCCURS AT HALLWAY PLYWOOD WAINSCOT, FURR PORTION OF BOARD ABOVE PLYWOOD TO BE FLUSH. L LL a 0 BULLETIN I BOARDS TOGETHER, BUTT c° EDGES FOR SMOOTH TRANSITION. COUNTER TOP SST1 WG SUPPLIED AND INSTALLED BY CONTRACTOR --- CUSTOMER SIDE OF COUNTER 2'-3" SCHEDULE BOARD 22" NTINUOUS WOOD DCKING INFILL - DB5 stoostooss ASTIC LAMINATE '4" SUBSTRATE DB5 L4 AT FRONT SIDESS TOE KICK TO BE INFILLED AS SHOWN AT CUSTOMER SIDE OF COUNTER AT THE TLE, CUSTOMER SERVICE, AND LAYAWAY AREAS. BASE CABINET SECTION 1lots = 1 -Ori A090-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR00168M Ww W Rti -4i wpzvi �ZF oW¢ wi Uj POP ad na�wwy'c� Mw 1- z © J a r- z 0- ic- O D �� O�U ZU--j U' p_w Nw7�z,00z WIM ��t�vo(1)(L �a4�ioa ISSUE BLOCK r� i.ar..rr�l CHECKED BY. RF/SW DRAWN BY. AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 11- Fj IV Is AR 016853 ;" W totr • • • FEB 0 9 2000 CASEWORK SHEET: A9 v 6 a) >.1 Q E In >- -p M ._ 2 N N � rna 0 1 0 co \a Nx x x 00 l-0 Z ", CL 6 ■ NOTE: NO CONSTRUCTION WORK SHALL INTERFERE WITH THE NORMAL OPERATION OF THE TLE. TLE COUNTER: REPLACE OR MODIFY COUNTER TO ENSURE MINIMUM 3'-0" SECTION AT 34" AFF EXISTS. FINISHES TO MATCH EXISTING TYPE AND COLOR. VERIFY COLORS WITH WAL-MART CONSTRUCTION MANAGER. 'ENLARGED TLE PLAN 2 1 /8" AC010-002 NOTE: VERIFY EQUIPMENT REQUIRED WITH EQUIPMENT SCHEDULE, ARCHITECTURAL AND MEP DRAWINGS. CONTACT WAL-MART ROOFING MAINTENANCE, MIKE STROUSE PH: (479) 277-2991 FOR APPROVED BONDED ROOFERS. NO EXCEPTIONS. WHERE ALLOWED BY LOCAL JURISDICTION WRAP PIPE WITH ADHERED SINGLE -PLY MEMBRANE �--- SEALANT TYPICAL DRAW BAND MOLDED PIPE FLASHING d- z i i FLANGE SET IN MASTIC ROOF MEMBRANE rI I I I PIPE SUPPORT DETAILS REF ELECTRICAL PENETRATION. 7 1 "=1'-0" AC010-007 3„ I El o ° 3" MIN EXISTING WASTE RELOCATE EXISTING O EXISTING WASTE OIL 9 OIL TANK BULK OIL TANKS . TANK TO REMAIN ® o �� �-- RELOCATED ° ° ° . IIID II EXISTING BULK 39* j OIL TANKS O z I j MIN _ M l VENT PIPE THRU ROOF I� IIII . II E ° o REF 7 AC1 AND MEP (� (TYP OF 3) EXISTING ° ° ° ° RELOCATE EXISTING GEAR UNDERGROUND OIL AND CHASSIS GREASE PIPE CHASECUT II' FLUSH AND FILL IN ❑ °� 1 11 MECHANICAL RELOCATED ?A)O 602 LL� J J 1 EXISTING GEAR OIL AND CHASSIS c EXISTING UNDERGROUND II ` II RELOCATE EXISTING GREASE PIPE CHASE II -}r (WINDSHIELD WASHER -- FLUID TANK �' •� I 1 RELOCATED EXISTING B'I WINDSHIELD WASHER Jj J FLUID TANK l EXISTING AIR EXISTING AIR EXISTING COMPRESSOR TO COMPRESSOR ELECTRICAL REMAIN I PANELS 1 EXISTING O ELECTRICAL TLE MECHANICAL ROOM PLAN 5) 1/4$0 = 1'-0" AC010-005 I � -EXHA DUCT TLE M E CH AN I CAl 1 AC2 ------------------------------ ENVIRONMENTAL -----------------------ENVIRONMENTAL ' 1 1 CAGE�11 1 1 p ' 1 1 TIRE & BATTERY 1 I 1 STORAGE 5 1 ( 1 AC1 ; L=� ----------------T-- 1 IFTTI, j SAW CUT SLAB AS CLOSE i i ' -L = i AS POSSIBLE TO CONCRETE ' __ CURB -5" MAX � 00 ° -� -----_ __________ _ LEAVE OUT PORTION OF ° GRATE FOR LINES BELOW TO PASS THRU 4"x4"x3/16" TUBE SUPPORT POST REF 9-AC2 1 113 1 1 1 j --------"'------------------ ---- --f 1 1 1 1 i 4 13 0 1 STORAGE _J L1 13 El 1 00� 1 1 1 1 1 1 1 11 1 O 1 ---- ---- ® i ----------------- IT_ ori I RE 0 WAITING 1 1 q q i 606 CUSTOMER 0 D AREA A 9-A5.1 1.51 II 11 0 II � II AC2 LUBE & TIRE R a Q MOUNTING AREA ® 600 ® I 47 AA N I a A L �\ ---- --- A II j 1 1 1 0 1 1 1 NEW EYE WASH 0 ----• REF PLUMBING r NEW EWC -� 2-A9 --- REF MEP ; I SUPPLY f' 1 1 1 I 608 i 9-A5.1 00 10.57 i 0 1 i A - '- SECURITY o OFFI E 3 10 TOILET 603 607 AC1 A3 SIM 6 AC1 PANELS OM DEMOLITION PLAN M 'LAN AC010-001 ��_, REFS 11c A5.3 FOR TOILET NEW MOP SINK T01 LE T PLAN 6 3/8" = 1'-0" ACO1.0-006 IF MOUNTING ON CMU CONTRACTOR TO MOUNT DRINKING FOUNTAIN MOUNTING BRACKET PER MANUFACTURER SPECIFICATIONS s 01 N ACH SIDE OF COLUMN STRUCTURAL LUMN, 1/2x2 1 /2x1 /4" =EL ANGLE NKING FOUNTAIN PLAN MOUNTING BRACKET D DRINKING FOUNTAIN 1 1 /2" = 1'-0" ELEVATION MOUNTING AC010-003 STRUCTURAL ILUMN INKING FOUNTAIN . ►UNTING BRACKET RNISHED BY ,NUFACTURER 1/2% 2 1 /2"x1 /4" EEL ANGLE RELOCATE EXISTING CUSTOMER USED OIL TANK REMOVE CMU WALLS, RELOCATE EXISTING CUSTOMER I / I GATES, AND CANOPY USED OIL FILTER BIN I �, 4 II II AC1 ------------------- SAW CUT AND REMOVE PORTION , T 7 OF FLOOR SLAB FOR NEW i IL I I A TRENCH. CENTER NEW TRENCH ON EXISTING TRENCH WALL ° PENETRATION. REF 9-AC2 1 REMOVE L� EXISTING 1 1 LADDERS i rol IC II N 6 »RON11 / 113 1 1 pap LOPE N 1 REMOVE/REPLACE EXISTING DOOR O 1 1 1 1 1 O 1 ___ ____—__ --- ----- ---- EXISTING OIL FILTER j CRUSHER TO REMAIN II I II II II II �� II II 1 II 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W NNTF 01312it6a3 E- o s060 5 Uj Qa �naJ0 r>0o 4Z� © av► ra�MzQ�wo oz) 85w Vl aZwI-"ORUXSDQFE �a 0. Bt- x6 ��OZVw 0 N F��z5ou0ia�`�"wQ..w`%Ci2 PON 40 SW DRAWN BY: W PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-X06-09 Q� � W O o w n 7' 0 o Lv Q O V 0 V 1 I ISSUE BLOCK�� ®_ CHECKED BY:� SW DRAWN BY: AH M PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-X06-09 ��OF. �G r" AR0016853jp •.� �V` `4I Rip pR� FEB 0 9 2009 nw _0 > E Q •- V) �, F-- N V) 0-) Qj U 4 N 0 U C.'- 0 4= L Q '`S [REF PLAN SURFACE MOUNTED REGLET 20 GAUGE GALVANIZED t FLASHING I TEK SCREW #14x1 1/2' t WITH 1" NEOPRENE WASHER AT 12" OC USE LAP FASTENERS AT t FIBERGLASS PANELS SEALANT PREFINISHED METAL OR FIBERGLASS ROOF PANELS ROOF PURLIN TRUSS TOP CHORD MAIN BUILDING C1 4 FLASHING SECTION 4x8x3/8 t t. t t t t STEEL PLATE AHM L2x2x3/16 WELD 4x8x3/8 PLATE EDGE ANGLE TO SUPPORT POST CONT ALONG 3/16 EDGE, PAINT P5 UNISTRUT AT 10' OC SUPPORT POST BASE MAX WELDED TO EDGE REF MEP FOR SIZES ANGLE (3 SIDES) GRATE 3/16 PLAN A UNISTRUT AT 10' OC t I MAX WELD UNISTRUT TO REF MEP FOR SIZES A SUPPORT POST 3/16 WELD 4X8x3/8 PLATE i a TO SUPPORT POST 4x4x3 / 16 STEEL (BOTH SIDES) TUBE SUPPO 12" DIA POST PAINTED 3/16 L2x2x3/16 EDGE INSTALL PLASTIC ANGLE CONT NG ENDCAPS ON EDGE, PAINT P5 UNISTRUT WITHIN 9' OF FI N FLR �IW O #� SUPPORT POST BASE 7 WELDED TO EDGE POST ANGLE (3 SIDES) 3/16 GROUTED PIPING 9 NTS ACO20-009 METAL DECK GALVANIZED METAL FLASHING WITH SEALANT. FASTEN TO DECK WITH TEK SCREWS AT 6" OC SLOPING TS7x5x1/4 BEAM CANOPY DETAIL 5 1 1/2" = 1'-0" ACO20-005 13 LADDERit—Opp SELF DRILLING SCREWS WITH NEOPRENE WASHER CONT SHEET METAL CLEAT SECURED BETWEEN METAL DECK & HSS 1/8" X 1" GUTTER STRAP ---� BENT PLATE GUTTERY; BRACKET SECURE TO HSS EXISTING STEEL ANGLE SECURE LADDER TO CONCRETE WITH 1/2" DIA X 3 1/2" EMBEDDED HILTI KWIK BOLTS ATTACH LADDER SAFETY POST UNIT TO LADDER RUNGS WITH CLAMPS PER MANUFACTURER GALVANIZED STEEL SIDE RAIL NON -SLIP STEEL LADDER RUNG (TYPICAL) LADDER SAFETY POST REF SPECS • SECURE TOP OF LADDER TO CONCRETE WITH 1/2" DIA X 3 1/2" EMBEDDED HILTI 7" KWIK BOLTS ATTACH LADDER SAFETY POST UNIT TO LADDER RUNGS WITH --- CLAMPS PER MANUFACTURER LADDER SAFETY POST REF SPECS 4C2 NON -SLIP STEEL LADDER RUNG. TOP OF FIRST RUNG SHALL BE i 12" ABOVE BOTTOM OF TRENCH P �ALNT LADDER P5 7" GALVANIZED STEEL SIDE RAIL (TYPICAL) LADDER DETAIL 12 1"=1' UNISTRUT WITH PIPE WELD UNISTRUT TO SUPPORT POST STRAP AT 10' OC MAX 3/16 STEEL SUPPORT POST REF 9-AC2 REF MEP FOR LINE, PIPE, AND CONDUIT INFO NOTCH IN GRATE TO WELDED STEIEL BAR GRATING, BAR SIZE: 1-1/4"x3/16" BEARING BAR SPACING: 1-3/16" OC CROSS BAR SPACING: 4" OC FINISH: GALVANIZED ENDS: STANDARD TRIM BAND ALLOW MECH LINES L2x2x3/16 WITH 1/4" TO PASS THROUGH DIAx3" HEADED STUDS SHOP WELDED AT 24" OC r` EXISTING SLAB 7" 4 4, " I ► SLOPE CONC TRENCH to t.: Q(2) #4 DOWELS SPACED 1/4" PER FT EVENLY; EMBED 4" �: > INTO EXISTING SLAB WITH HILTI HY-150 6x6 -W 1.4x1. 4 WWF ffM1• ------------------ tt COMPACT FILL— PIPE ILL PIPE CLAMPS REF MECHANICAL TYP TRENCH DETAIL 8 3/4" = 1'-0" A720-008 Nw U 4GU11E RR_ LANDD PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK METAL DECK REF STRUC NEW EYEWASH BELOW SET SUPPORT POST BASE AT END OF NEW ror�ni -3x3x1 /2" STEEL ANGLE. ATTACH TO EXISTING SLAB BOTH SIDES OF TRENCH WITH 1/2" DIA. x 3" EMBED., HILTI HUS -H SCREW ANCHOR AT 6" OC 3x3xl/2" STEEL ANGLE WELD TO STEEL TUBE EXISTING STEEL TUBE AND ANGLES EXISTING CONCRETE SLAB BEYOND EXISTING TRENCH WALL BEYOND #4 DOWEL AT 12" OC (SPACE EVENLY AT END OF TRENCH); EMBED 4" INTO EXISTING TRENCH WALL WITH HILTI HY-150 EXISTING TRENCH WALL 11 ENLARGED TLE PLAN NEW FENCE POST EXISTING REF MEP FOR LINES. RUN LINES THRU TRENCH AND UP THRU GRATE ABOVE. REF 9-AC2 FOR CONTINUATION SET BOTTOM OF TRENCH AT 16" BELOW TOP OF SLAB. SLOPE TRENCH UP TOWARD SUPPORT POST AT 1/4" PER FOOT EXISTING OIL FILTER CRUSHER 4 AC2 TOS 12'-0" AFG I l STEEL COLUMN CHAIN LINK FENCE WITH SCREENING SLATS TO MATCH BUILDING COLOR 14'-0" 4 1/2"x18 GAUGE METAL ROOF DECK INVERTED No-■ •"'Few, INIII�����♦'���e���i���� ISI Iwo i�i'1 0! i�i'i0 O �iOO�i i�i� - ---- - • • i�i�i�i�i�i�i�i�i�i�i�i�i�iei�i�i� i'��i�i�i�i�i�i�iO���i��00�i� ��� V454 .�...����������������������� �4i4l i�i�i�i�i�i�i�i�i�i�i�i�i�i • ' i�i�i�i�i�i i'i i�i�i�i�i�i i�i�i� i iii ��i�i i�i�i� i�i�i i i�i�i� I,I CKET ACO20-004 TIRE ROOF PLAN 1/8" = 1'-0" ACO20-003 jlll I Ill jl� FOOTING, TYP-j REF STRUCTURE --/ 7 TIRE SECTION AC2 2 1/4" = 1'-0" ACO20-002A ■�i FENCE POST 3" 3" L2x2x3/16 WITH 1/4" DIAx3" HEADED rIN STUDS SHOP WELDED AT 24" OC *I WELDED STEEL BAR GRATING BAR SIZE: 1-1/4"x3/16" BEARING BAR SPACING: 1-3/16" OC CROSS BAR SPACING: 4" OC FINISH: GALVANIZED ENDS: STANDARD TRIM BAND t 2-010 .. iI 4,> ==Illll d ai #4 DOWEL AT 18" OC; EMBED 4" INTO EXISTING SLAB WITH HILTI HY-150 REF MEP FOR LINE, PIPE, AND CONDUIT INFO COMPACT FILL 1-Q" TRENCH DETAIL 10 3/4" = 1'-0" ACO20-010 EXISTING MASONRY WALL REF BLDG ELEVATION FOR BLOCK TYPE AND COLOR — CONT SEALANT MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" ONTO CANOPY, 6" UP WALL SLOPE PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK — STEEL ANGLE REF STRUCTURAL ANCHOR REF STRUCTURAL (CANOPY 1 1/2" 1'-0" CANOPY ABOVE REF STRUCTURE - NEW CMU TO MATCH ADJACENT a RELOCATED CUSTOMER USED OIL TANK Id CTION AC010-007A CONCRETE TRENCH EXISTING SLAB ON GRADE 6x6-W1.4x1.4 WWF (2)#4 CONT EA SIDE; PROVIDE 1'-4" DOWELS EMBEDDED 4" EA END USING HILTI HY-150 ADHESIVE MAINTAIN 4" SLAB THICKNESS THROUGHOUT SLOPING OF SLAB ENVIRONMENTAL � --TIRE/BATTERY CAGE RELOCATED CUSTOMER STORAGE 614 USED OIL FILTER BIN 610. TIRE STORAGE 1 1/4" = 1'-0" ACO20-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W W !+ p 'Z ZO Lnz0��<2 .7 W -c -mo W Z�� F i(C<pnw<r0-z_wZZ8�1WixF_ —Z<N < 5_x i 3� LL Z V)0•�Waw<*; V.88-<}- �$�d<wwwwa &L O z" B5 ani w111,6?�&,zz 0: a.Z! F z _ JW0�$ u, Zkg � wcu i;ov� !ia�awoa' ISSUE BLOCK CHECKED BY. t t. t t t t DRAWN BY: AHM PROTO: t l t t t t d I I PROTO CYCLE: 01-09-09 ow �I _Z _jz w_..I t I 4 t Id .d m LO .. t t. (0 p t I rl U_ aI o i a 4t t t t 12" DIA CONCRETE RETE FILLED POST t t t I. HOLE AT EACH FENCE POST J t: L_J inil4: '° 7 FENCE POST DETAIL 3/4" = 1'-0" ACO20-Oq7 4 AC2 TOS 12'-0" AFG I l STEEL COLUMN CHAIN LINK FENCE WITH SCREENING SLATS TO MATCH BUILDING COLOR 14'-0" 4 1/2"x18 GAUGE METAL ROOF DECK INVERTED No-■ •"'Few, INIII�����♦'���e���i���� ISI Iwo i�i'1 0! i�i'i0 O �iOO�i i�i� - ---- - • • i�i�i�i�i�i�i�i�i�i�i�i�i�iei�i�i� i'��i�i�i�i�i�i�iO���i��00�i� ��� V454 .�...����������������������� �4i4l i�i�i�i�i�i�i�i�i�i�i�i�i�i • ' i�i�i�i�i�i i'i i�i�i�i�i�i i�i�i� i iii ��i�i i�i�i� i�i�i i i�i�i� I,I CKET ACO20-004 TIRE ROOF PLAN 1/8" = 1'-0" ACO20-003 jlll I Ill jl� FOOTING, TYP-j REF STRUCTURE --/ 7 TIRE SECTION AC2 2 1/4" = 1'-0" ACO20-002A ■�i FENCE POST 3" 3" L2x2x3/16 WITH 1/4" DIAx3" HEADED rIN STUDS SHOP WELDED AT 24" OC *I WELDED STEEL BAR GRATING BAR SIZE: 1-1/4"x3/16" BEARING BAR SPACING: 1-3/16" OC CROSS BAR SPACING: 4" OC FINISH: GALVANIZED ENDS: STANDARD TRIM BAND t 2-010 .. iI 4,> ==Illll d ai #4 DOWEL AT 18" OC; EMBED 4" INTO EXISTING SLAB WITH HILTI HY-150 REF MEP FOR LINE, PIPE, AND CONDUIT INFO COMPACT FILL 1-Q" TRENCH DETAIL 10 3/4" = 1'-0" ACO20-010 EXISTING MASONRY WALL REF BLDG ELEVATION FOR BLOCK TYPE AND COLOR — CONT SEALANT MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" ONTO CANOPY, 6" UP WALL SLOPE PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK — STEEL ANGLE REF STRUCTURAL ANCHOR REF STRUCTURAL (CANOPY 1 1/2" 1'-0" CANOPY ABOVE REF STRUCTURE - NEW CMU TO MATCH ADJACENT a RELOCATED CUSTOMER USED OIL TANK Id CTION AC010-007A CONCRETE TRENCH EXISTING SLAB ON GRADE 6x6-W1.4x1.4 WWF (2)#4 CONT EA SIDE; PROVIDE 1'-4" DOWELS EMBEDDED 4" EA END USING HILTI HY-150 ADHESIVE MAINTAIN 4" SLAB THICKNESS THROUGHOUT SLOPING OF SLAB ENVIRONMENTAL � --TIRE/BATTERY CAGE RELOCATED CUSTOMER STORAGE 614 USED OIL FILTER BIN 610. TIRE STORAGE 1 1/4" = 1'-0" ACO20-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W W !+ p 'Z ZO Lnz0��<2 .7 W -c -mo W Z�� F i(C<pnw<r0-z_wZZ8�1WixF_ —Z<N < 5_x i 3� LL Z V)0•�Waw<*; V.88-<}- �$�d<wwwwa &L O z" B5 ani w111,6?�&,zz 0: a.Z! F z _ JW0�$ u, Zkg � wcu i;ov� !ia�awoa' ISSUE BLOCK CHECKED BY. RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 'Y r • L_ � . ...16853 •' tc�q►"ID ASG FEB 092009 *EErAC2 L ilW m LM c O U) c 0 o a, c -o 0 0 �o U U� JM U) N GL C N • U a O .-. O � O \ E N � N W i Q � E ._ (n .". 'F- N Jn O U .v O L c O `2 U c / O � C7 � Q 3 m L Q N 0) N J'�i O M O)O O I 000 N O \ O N x x x 00 UJO �o zj � ai EMERGENCY RELEASE BOX 1 1 2'-0vp REF 4-PH1 FOR HEIGHT PROVIDED BY DOOR BOARD ON 1/2 ABOVE FINISH FLOOR TO 4'--0" 2x WOOD BLOCKING AT ACCESS PANEL ON SIDE WALL LOCATE 30" ABOVE DECKING HINGES BLOCKING TO BE SUBSTRATE 3/4" BLACK VINYL BOTTOM TO TOP CORNER TRIM AT ALL LOCKING NUT in\ + OUTSIDE CORNERS PL4 PL4 REF SPECIFICATIONS TO 4 -0" I TO 4 -0" COILING SHUTTER II II AFF I AFF BASE PLATE BY OVERHEAD P34 I P34 ROLLING CLOSURE 1 � CONTINUOUS SEALANT INSTALLER FILLET AT WALL REF STRUCTURAL ° °T -A 6" 18 GAUGE PL4 P34 I PL4 P34 I r 1/2" GYPSUM BOARD 24" 4C TYP ON 1/2" PLYWOOD SUBSTRATE rid 1/2" GYPSUM BOARD BOARD ON 1/2" 1/2" PLYWOOD PLYWOOD +z DETAIL AT 2'- O" COLUMN BY (009SHUTTER OVERHEAD ROLLING LINTEL 4„ CLOSURE INSTALLER + + i+ REF STRUCTURAL 1 1 1 , REF STRUCTURAL 3r—O» P34 PL4 9'-10 TO 4'-0" I AFF 1 A 12D ROLLING — DOOR GUI 1 1/20* = 1'-0" FINISHED COUNTERTOP EDGE TO BE FLUSH WITH END OF CABINET - 1/2" GYPSUM BOARD ON 1/2" PLYWOOD --METAL STUD REF STRUCTURAL /-BOXED JAMB REF STRUCTURAL —1/2" GYPSUM BOARD COLUMN BY OVERHEAD ON 1/2" PLYWOOD ROLLING CLOSURE SUBSTRATE INSTALLER REF STRUCTURAL a . 3/4 BLACK VINYL CORNER TRIM AT ALL OUTSIDE CORNERS EXTEND HEADER REF SPECIFICATIONS - TO CORNER BASE PLATE BY OVERHEAD ROLLING CLOSURE INSTALLER REF STRUCTURAL — AND COLUMN PHO10-012 METAL STUDS REF STRUCTURAL i x ti BOLT HINGE TO CABINET 1 1 WITH HARDWARE JM PROVIDED BY DOOR BOARD ON 1/2 MANUFACTURER TO 4'--0" 2x WOOD BLOCKING AT ACCESS PANEL ON SIDE WALL LOCATE 30" ABOVE DECKING HINGES BLOCKING TO BE SUBSTRATE CONTINUOUS FROM BOTTOM TO TOP „/-6 1:J LOCKING NUT in\ + CAFE DOOR HINGE 10 ° 1 1/2" = 1'-0" PHO10-010 COILING SHUTTER II II REF SPECIFICATIONS AND TRACK II - - - j_ II II 1 O 1 s 4 II II 2 » II SST1 II II II II 1 � CONTINUOUS SEALANT 8'-0" OC AROUND THE FILLET AT WALL - - - �lx BLOCKING °T -A 6" 18 GAUGE PL4 P34 I PL4 P34 I METAL STUDS AT CONTINUOUS 2x4 24" 4C BLOCKING LAMINATE ON 1/2" GYPSUM 1/2" GYPSUM BOARD BOARD ON 1/2" 1/2" PLYWOOD PLYWOOD +z DETAIL AT 2'- O" SILL (009SHUTTER PLYWOOD LINTEL -------------- ------------ 1 I ' METAL KICKER REF STRUCTURAL - PLYWOOD DECKING REF STRUCTURAL . ,,-,+ + <+ PARTITION BRACING REF SPECIFICATIONS BLOCKING w�.rwirrr nMl IAIf+ NOTE: SHUTTERS ARE SHEET Nt MOUNTED 2" ABOVE OPENING TYP. 1. INSULATION SHALL BE BATT T OVERHEAD ROLLING EMERGENCY RELEASE BOX WATER FILTRATION MASONRY WALL AND PHARMA4 CLOSURE COORDINATE PLACEMENT WITHDISPENSER ON FACE 2. PAINT ALL EXPOSED CONDUIT CLOSURE INSTALLER--------,, OF WALL WALL. w to 4x1 1 /4" a UNIT FOR DRUGS. _ 5. REPAIR EXISTING FLOOR AS REQUIRED AT ARI )OD SCREW COILING SHUTTER NEW CONSTRUCTION. 4 WOOD „i BLACK VINYL CORNER - 6. CONTRACTOR TO INSTALL PHARMACY SIGNAGE TRIM REF SPECS - _ I REF DOOR .00KING SCHEDULES FOR DIRECTED BY WAL-MART CONSTRUCTION MAN SIZES TYP 7• CONTRACTOR TO INSTALL WAS: -MART FURNISI- BINS, WILL CALL AND OTC FIXTURES. 8. CONTRACTOR TO INSTALL WAI-MART PROVIDE --- i --- i io -- i _ o PHARMACY MIRRORS. ;l' 9. CONTRACTOR TO INSTALL ALE MATERIALS FOF �I I B9 COMPLETE INSTALLATION READY FOR THE INTI "� I I I ►� USE, AND CLEAN THE AREA PRIOR TO OPENIP I 10. CONTRACTOR TQ FURNISH AN[� INSTALL KEY I BOX IN MANAGER'S OFFICE, THE LOCATION TC REFRIGERATOR BLACK VINYL DETERMINED BY THE WAL-MART CONSTRUCTIC 69 P36 B9 CORNER TRIM REFRIGERATOR MANAGER. (4) COUNTER TOP TYP REF SPECS :OVERHEAD ROLLING A. 5401D SELECT ACCESS WALL MOUNT KE SUPPORTS EQUALLY STORAGE BY MASTER LOCK SPACED CLOSURE CONTROL B. AVANTI/GUARDIAN WALE MOUNT WITH SWITCH COMBINATION BY ROPER LOCI' BOX. REF ELECTRICAL 11. PHARMACY TO BE COMPLETED 24 HOURS PRI, PHARMACY ELEVATION POSSESSION TO ALLOW FOR PHARMACY STATIW/LL MOUNTED 1-0INSPECTION.d1/4" PHO10-004A 12. ALL PLAN DIMENSIONS ARE TO FACE OF STU[ 13. CONTRACTOR TO PROVIDE DOUBLE STUD FRAI\MIRR0R SECTION. EACH WINDOW AND DOOR JAMB UNLESS NOTE — \ / NTS PH010-011 INSTALL WIRE BARRIER OVER 14. NOVAR SENSOR ALWAYS INSTALLED IN WORKR METAL KICKER CHASE AFTER ALL TRADES ATTACH TUBE STEEL TO HAVE COMPLETED + REF STRUCTURAL' CEILING JOISTS INSTALLATION REF STRUCTURAL` PLACE CEILING SUPPORTS AS CLOSE AS POSSIBLE TO ROLLING CLOSURE i CURTAIN WITHOUT OBSTRUCTING OPERATION I METAL STUDS I REF STRUCTURAL PLYWOOD CHASE I 1 I THUMB TURN LOCKING MECHANISM L TRIM 1` I BOTTOM BAR � I I I I i 1/2" GYPSUM BOARD ON 1/2" PLYWOOD 1/2" GYPSUM BAORD ------------------i 1- +-� _I.,. I P40 P34 3" I 3 P34 J MOLD 2 j" 7$" CEILING SLOT OPENING 3" = 1'-0" PH010-008 113'-6" Ah- ��\ TO STUD CLEAN, PREP, AND PAINT SALES FLOOR WALL ABOVE PHARMACY THAT WILL BE EXPOSED PER SPECIFICATIONS COORDINATE COLORS AND LOCATION WITH WAL-MART ICONS UCTION MANAGER _ 111'-6" Ak TO STUDIV CLEAN AND PAINT ALL DUCTWORK, SPRINKLER PIPES, STRUCTURE, ROOF DECK AND CONDUIT THAT WILL BE EXPOSED PER SPECIFICATIONS COORDINATE WITH WAL-MART CONSTRUCTION MANAGER SUSPENDED ACOUSTICAL 1'-0" --- METAL STUD TILE CEILING 9'-0" AFF REF STRUCTURAL REF ELECTRICAL FOR SHUTTER HANDLE TO BE REFLECTED CEILING PLAN ONSIDE FARTHEST FROM SHUTTERS ARE MOUNTED WALL 2" ABOVE OPENING TYP �n� LINTEL COILING SHUTTER^� REF STRUCTURAL AND 1-A6 GUIDE FOR SHUTTER WITH LOCKING DEVICE II II II GYPSUM BOARD CASING00 II II II COUNTERTOP SST1 - II 3/4" PLYWOOD HOLD i LI PLYWOOD AND PIPE SUPPORT I II I 1" FROM EDGE PAINT I I o PLYWOOD P40 - _I � . r` DRILL 2 1/2" HOLES IN COUNTER TOP AND PLYWOOD FOR CABLING WHERE INDICATED ON PLAN 9 I PH1 BASE CABINETS I d" FURNISHED BY WAL-MART I AND INSTALLED BY M GENERAL CONTRACTOR-- 1 1/4" OD PIPE I B9 I N SUPPORT CONTRACTOR FURNISHED AND -I INSTALLED SECTION AT PHARMACY"---EB6 6 3/4" = 1'-0" RM/PHO10-006 42P1 42PIRR N i� 0 i� 1/2" GYPSUM BOARD ON w 1/2" PLYWOOD zo �a � a J 3/8" DIAMETER EXPANSION ANCHORS AT 36" OC AT METAL STUD RUNNER 1 1 1/2" GYPSUM JM PL4 JF BOARD ON 1/2 P34 TO 4'--0" PLYWOOD ACCESS PANEL ON SIDE WALL LOCATE 30" ABOVE DECKING AFF SUBSTRATE „/-6 1:J 4 » C 2 •- in\ + PAINT SIGN 1N 10" TALL �- l ° 11 on I - q 1 . CEILING JOISTS — REF SPECIFICATIONS I - - - j_ $ » w Q 1 � T p 8'-0" OC AROUND THE �K-4 1 I ` + > REF STRUCTURAL °T -A BOXED JAMB REF STRUCTURAL PL4 P34 I PL4 P34 I TO 4'-0" TO 4'-0" THE PHARMACY ON THE AFF I AFF _ - ___ 101"I 1'-11" METAL STUD Ah 111'-6" +z REF STRUCTURAL 01 \-1/2- GYPSUM BOARD ON 1/2" 2'- O" `r 1 B PLYWOOD w�.rwirrr nMl IAIf+ NOTE: SHUTTERS ARE SHEET Nt MOUNTED 2" ABOVE OPENING TYP. 1. INSULATION SHALL BE BATT T OVERHEAD ROLLING EMERGENCY RELEASE BOX WATER FILTRATION MASONRY WALL AND PHARMA4 CLOSURE COORDINATE PLACEMENT WITHDISPENSER ON FACE 2. PAINT ALL EXPOSED CONDUIT CLOSURE INSTALLER--------,, OF WALL WALL. w to 4x1 1 /4" a UNIT FOR DRUGS. _ 5. REPAIR EXISTING FLOOR AS REQUIRED AT ARI )OD SCREW COILING SHUTTER NEW CONSTRUCTION. 4 WOOD „i BLACK VINYL CORNER - 6. CONTRACTOR TO INSTALL PHARMACY SIGNAGE TRIM REF SPECS - _ I REF DOOR .00KING SCHEDULES FOR DIRECTED BY WAL-MART CONSTRUCTION MAN SIZES TYP 7• CONTRACTOR TO INSTALL WAS: -MART FURNISI- BINS, WILL CALL AND OTC FIXTURES. 8. CONTRACTOR TO INSTALL WAI-MART PROVIDE --- i --- i io -- i _ o PHARMACY MIRRORS. ;l' 9. CONTRACTOR TO INSTALL ALE MATERIALS FOF �I I B9 COMPLETE INSTALLATION READY FOR THE INTI "� I I I ►� USE, AND CLEAN THE AREA PRIOR TO OPENIP I 10. CONTRACTOR TQ FURNISH AN[� INSTALL KEY I BOX IN MANAGER'S OFFICE, THE LOCATION TC REFRIGERATOR BLACK VINYL DETERMINED BY THE WAL-MART CONSTRUCTIC 69 P36 B9 CORNER TRIM REFRIGERATOR MANAGER. (4) COUNTER TOP TYP REF SPECS :OVERHEAD ROLLING A. 5401D SELECT ACCESS WALL MOUNT KE SUPPORTS EQUALLY STORAGE BY MASTER LOCK SPACED CLOSURE CONTROL B. AVANTI/GUARDIAN WALE MOUNT WITH SWITCH COMBINATION BY ROPER LOCI' BOX. REF ELECTRICAL 11. PHARMACY TO BE COMPLETED 24 HOURS PRI, PHARMACY ELEVATION POSSESSION TO ALLOW FOR PHARMACY STATIW/LL MOUNTED 1-0INSPECTION.d1/4" PHO10-004A 12. ALL PLAN DIMENSIONS ARE TO FACE OF STU[ 13. CONTRACTOR TO PROVIDE DOUBLE STUD FRAI\MIRR0R SECTION. EACH WINDOW AND DOOR JAMB UNLESS NOTE — \ / NTS PH010-011 INSTALL WIRE BARRIER OVER 14. NOVAR SENSOR ALWAYS INSTALLED IN WORKR METAL KICKER CHASE AFTER ALL TRADES ATTACH TUBE STEEL TO HAVE COMPLETED + REF STRUCTURAL' CEILING JOISTS INSTALLATION REF STRUCTURAL` PLACE CEILING SUPPORTS AS CLOSE AS POSSIBLE TO ROLLING CLOSURE i CURTAIN WITHOUT OBSTRUCTING OPERATION I METAL STUDS I REF STRUCTURAL PLYWOOD CHASE I 1 I THUMB TURN LOCKING MECHANISM L TRIM 1` I BOTTOM BAR � I I I I i 1/2" GYPSUM BOARD ON 1/2" PLYWOOD 1/2" GYPSUM BAORD ------------------i 1- +-� _I.,. I P40 P34 3" I 3 P34 J MOLD 2 j" 7$" CEILING SLOT OPENING 3" = 1'-0" PH010-008 113'-6" Ah- ��\ TO STUD CLEAN, PREP, AND PAINT SALES FLOOR WALL ABOVE PHARMACY THAT WILL BE EXPOSED PER SPECIFICATIONS COORDINATE COLORS AND LOCATION WITH WAL-MART ICONS UCTION MANAGER _ 111'-6" Ak TO STUDIV CLEAN AND PAINT ALL DUCTWORK, SPRINKLER PIPES, STRUCTURE, ROOF DECK AND CONDUIT THAT WILL BE EXPOSED PER SPECIFICATIONS COORDINATE WITH WAL-MART CONSTRUCTION MANAGER SUSPENDED ACOUSTICAL 1'-0" --- METAL STUD TILE CEILING 9'-0" AFF REF STRUCTURAL REF ELECTRICAL FOR SHUTTER HANDLE TO BE REFLECTED CEILING PLAN ONSIDE FARTHEST FROM SHUTTERS ARE MOUNTED WALL 2" ABOVE OPENING TYP �n� LINTEL COILING SHUTTER^� REF STRUCTURAL AND 1-A6 GUIDE FOR SHUTTER WITH LOCKING DEVICE II II II GYPSUM BOARD CASING00 II II II COUNTERTOP SST1 - II 3/4" PLYWOOD HOLD i LI PLYWOOD AND PIPE SUPPORT I II I 1" FROM EDGE PAINT I I o PLYWOOD P40 - _I � . r` DRILL 2 1/2" HOLES IN COUNTER TOP AND PLYWOOD FOR CABLING WHERE INDICATED ON PLAN 9 I PH1 BASE CABINETS I d" FURNISHED BY WAL-MART I AND INSTALLED BY M GENERAL CONTRACTOR-- 1 1/4" OD PIPE I B9 I N SUPPORT CONTRACTOR FURNISHED AND -I INSTALLED SECTION AT PHARMACY"---EB6 6 3/4" = 1'-0" RM/PHO10-006 42P1 42PIRR N i� 0 i� 1/2" GYPSUM BOARD ON w 1/2" PLYWOOD zo �a � a J 3/8" DIAMETER EXPANSION ANCHORS AT 36" OC AT METAL STUD RUNNER BOARD P34 i 1 + + + + 1 7 1 1 1 + + + + 1 VARIES -»----------------TF COILING DOOR SECTION 7 1 1/2" =1'-0" PHO10-007 1 1 DRAWN BY: JM 1 1 192 1 1 REF STRUCTURAL REF STRUCTURAL -- P33 ACCESS PANEL ON SIDE WALL LOCATE 30" ABOVE DECKING NOTE: EXTERIOR OF PHARMACY TO BE „/-6 1:J 1 in\ + PAINT SIGN 1N 10" TALL 1 1 1 l 1 ; 1 . CEILING JOISTS ALLOW FOR 3" DEFLECTION REF SPECIFICATIONS SEMI -GLOSS PAINT - - - j_ STEP/NO STORAGE" AT r 1 � • 8'-0" OC AROUND THE 1 M 1 I ` + > REF STRUCTURAL WHERE CHASE ATTACHES TO °- I REF SPECIFICATIONS 1 - - THE PHARMACY ON THE _ - ___ _ - __ _ PLYWOOD DECKING Ah 111'-6" +z THE PHARMACY CEILING JOIST P34 `r 1 ----------------- to LINTEL -------------- ------------ 1 I ' + + i+ +i 1 1 1 , REF STRUCTURAL 3r—O» 9'-10 9'-10 1 I REF STRUCTURAL ------------_-" 1 +_+ ++ �o I I D@ I r -____� 1 %113'-6" 1 ----- I II � '���--, i I 1 ++ 11 1 r✓��� %-'1 ' I 1 ------- j+ •_-__--.------------- ---- FIXTURES------+ HSS BEYOND t I �t- 1 � . .......... LIGHTING AS i 1 ++� 1/2" GYPSUM BOARD SCHEDULED ' 1 ------------------ MOTOR ASSEMBLY 1 5-PH1 SCHEDULED ON 1/2�PLYWOOD +_+ + +. moi'` SIDE MOUNTED I :.. PHARMACY SIDE r 34. . 1 SUBSTRATE,;...108'.8" --� - + + WALL BEYOND 107'-0" GYPSUM +_++_+ 2'x4' ACCESS P34 i IV BOS 1 ------ - ---- ---- --------------------------- -------------- --------- REF STRUCTURAL -\-- i i Ii i oo + + ELECTRICAL PANEL `- - - = -kIASE. = _ _ = =: =:=;=ALL FIRE PROTECTION, REF ELECTRICAL 2 1 /2"x1 3/4" METAL + + + + +�+ PL4 TO 4'--0" AFF BOTH TRACK BEYOND 1 i + SIDES OF TRACK TYP TO BE ROUTED THROUGH 30"x48" CLEAR B9 --- _. I I --- J B9 3" FLOOR SPACE TYP WALL COIL l� �''��`. AT ROLLING CLOSURE. OPEN TO �BEYOND� REF FOR 9-PH2 ARCH 3/4" = 1'-0" — PHO10-005 PHARMACY I GALVANIZED WIRE MESH TOILET + + 301 ca I I DIMENSIONS CLAMPS #14 TEK SCREWS AT 16" OC II 1 �•1 [___. i� - -i- - - - - _ - 'U AND LEVEL ��+ + FLOOR SPACE I I - I I `---�' WATER CLOSET 104' -Or> METAL STUDS ,`� I 1 6'- 0" P40 too CEILING PLAN REF STRUCTURAL PHS 2 I 1 OVERHEAD +++++++ + + +++++++ + + ++++ RM/PH010--002 42P1 42PIRR-L PL4 ROLLING o + + + + + + + + + + + + + + + + 4 + + + + + + + ,. + + + + + + + + + + L - CLOSURE + + + + + + + + + + + + + + + + + + + + + + + + + +c) + + + + \- I� + + + + + + + + + + + + + + + + + +. + + + + \\ + + + + + II + + + + + H % N 100,-0" 1 � LIGHT FIXTURES SHALL NOT PL4 66 WG B6 3 5/8" METAL 1 + + �� ' DOOR GUIDE BE PLACED UNDER GRILL LIGHTS MUST BE PLACED 3/4" BLACK VINYL CORNER �� BRACE 24 OC ----.� ` � ' r BEHIND SUPPORTS TRIM AT ALL OUTSIDE 1 + + � , CORNERS ERS REF SPECIFICATIONS + + METAL STUDS CEILING AS PHARMACY EXTERIOR ELEVATION ATTACHMENT ; REF STRUCTURAL SCHEDULED 3 to REF STRUCTURAL 1 1/4" = 1'-0" PHO10-003 1 + _ + +_ + : 1 3 5/8" METAL 1 1 -4-1/2" G�M STUD BRACE GYPSU 1 1 � 1 BOARD P40 16'-44" _ 3' 9" BOARD P34 i 1 + + + + 1 7 1 1 1 + + + + 1 VARIES -»----------------TF COILING DOOR SECTION 7 1 1/2" =1'-0" PHO10-007 PL4 TO 4'-0" AFF P34 ABOVE PL4 TO 4'-0" ATrAT DOOR REF 8-A3 SIM WAL-MART N FURNISHED FILLING -1 PODS AND PILL BAYS CONTRACTOR 1 1 DRAWN BY: JM 1 1 192 1 1 i , I DOCUMENT DATE: � 1 113'-6" „/-6 1:J 1 in\ + PAINT SIGN 1N 10" TALL 1 1 1 PARTITION BRACING 1 ; <+ + �`; LETTERS STATING "NO 1 1 REF SPECIFICATIONS --------------- - - - j_ STEP/NO STORAGE" AT r 1 � • 8'-0" OC AROUND THE 1 M 1 I Q INSIDE PERIMETER OF 1 1 1 - - THE PHARMACY ON THE _ - ___ _ - __ _ PLYWOOD DECKING Ah 111'-6" +I 9. `r 1 ----------------- to I f- -------------- ------------ 1 I ' 1 1 1 1 1 -- I I I 1 I II i 1 +_+ ++ �o I I D@ I r -____� 1 1 ----- I II � '���--, i I 1 ++ 11 1 r✓��� %-'1 ' I 1 ------- j+ •_-__--.------------- ---- FIXTURES------+ t I �t- 1 � . .......... LIGHTING AS i 1 ++� SCHEDULED ' 1 ------------------ CEILING AS 1 5-PH1 SCHEDULED 1 +_+ + +. moi'` PHARMACY SIDE r 1 1 --� - + + WALL BEYOND 107'-0" GYPSUM +_++_+ 2'x4' ACCESS P34 i IV BOS 1 ------ - ---- ---- --------------------------- -------------- --------- REF STRUCTURAL -\-- - - EXTERIOR OF- - - _ _ - A* + + + + ELECTRICAL PANEL `- - - = -kIASE. = _ _ = =: =:=;=ALL FIRE PROTECTION, REF ELECTRICAL 2 1 /2"x1 3/4" METAL -- -- - - - - - - - + + + + PL4 TO 4'--0" AFF BOTH TRACK BEYOND 1 i + SIDES OF TRACK TYP TO BE ROUTED THROUGH 30"x48" CLEAR B9 --- _. I I CHASE B9 3" FLOOR SPACE TYP WALL SECTION AT ROLLING CLOSURE. of I 3/4" = 1'-0" — PHO10-005 PL4 TO 4'-0" AFF P34 ABOVE PL4 TO 4'-0" ATrAT DOOR REF 8-A3 SIM WAL-MART N FURNISHED FILLING -1 PODS AND PILL BAYS CONTRACTOR 010-001 42P1 42PIRR-L PRIVACY WALL REF 6-PH2 -PROVIDE 1" CLEARANCE BETWEEN EDG OF DOOR AND CABINET -FINISHED fi COUNTERTOP` EDGE TO BE ;Y FLUSH WITH END OF CABINET ;. CL E' iY "n a•��1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w� wn 10, LLl o N � a5v�jPp e zw 11� as �na��ogc�ioaa WE v in' a�aynov>> 0 q� NLLV5 �i p� p n� COP -SQ ONWZ�W� F- N k'�ow�o c�aor �a5�rnw� z� a CHECKED BY: RF/SW DRAWN BY: JM INSTALLED 192 PROTO CYCLE: i , I DOCUMENT DATE: TYP OF 5 --------------"� I� PAINT SIGN 1N 10" TALL LETTERS STATING "NO --------------- - - - j_ STEP/NO STORAGE" AT I • 8'-0" OC AROUND THE `- Q INSIDE PERIMETER OF i� _----_-_- - - THE PHARMACY ON THE _ - ___ _ - __ _ PLYWOOD DECKING Cry ----------------- d I ^..._.--------------.•.. -- i �r DO NOT �I -_...-----..._---_....-.---._....._.- ----- INSTALL c� PLASTIC :- BASE BEHIND •_-__--.------------- ---- FIXTURES------+ �t- ----------------------- Ff .--_,,..--__----..-...--._......_..--- c� ------------------ 5-PH1 -------------------- moi'` ca - --------------- SINK .I --� - REF PLUMBING GYPSUM 2'x4' ACCESS o METAL STUDS _ BOAfZD- Vt- - ` - - 2 0' PANEL j REF STRUCTURAL -\-- - - EXTERIOR OF- - - _ _ - - ELECTRICAL PANEL `- - - = -kIASE. = _ _ = =: =:=;=ALL FIRE PROTECTION, REF ELECTRICAL -- -- - - - - - - - MECHANICAL, PLUMBING, 1 i ELECTRICAL AND DATA TO BE ROUTED THROUGH 30"x48" CLEAR -- -- ------ _ - --- _. I I CHASE AND LEVEL CHASE FLOOR SPACE REF STRUCTURAL _ _—... _------ ----- of I — 6"x6" 10 GAUGE PHARMACY I GALVANIZED WIRE MESH TOILET OVER CHASE ATTACH 301 TO STUDS WITH 1/4" CLAMPS #14 TEK SCREWS AT 16" OC 60"x56" CLEAR - -i- - - - - _ - 'U AND LEVEL FLOOR SPACE I I - - - - - WATER CLOSET AND LAVATORY REF PLUMBING 6'- 0" too CEILING PLAN 1,r PHS 2 1/4"=1'-O" RM/PH010--002 42P1 42PIRR-L 1/4"=1' 010-001 42P1 42PIRR-L PRIVACY WALL REF 6-PH2 -PROVIDE 1" CLEARANCE BETWEEN EDG OF DOOR AND CABINET -FINISHED fi COUNTERTOP` EDGE TO BE ;Y FLUSH WITH END OF CABINET ;. CL E' iY "n a•��1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w� wn 10, LLl o N � a5v�jPp e zw 11� as �na��ogc�ioaa WE v in' a�aynov>> 0 q� NLLV5 �i p� p n� COP -SQ ONWZ�W� F- N k'�ow�o c�aor �a5�rnw� z� a CHECKED BY: RF/SW DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 PHARMACY PLANS AND DETAILS C 0 0 0 °o a m mC- 0i 0,--, 0 11-10 �E N L LI o .- : UM)� Q 0 �. 0 c aD 0 �U 0 r� m 0 � c 00 o_ N o PO 0 o I 0 00 �o \ X cv X X 00 QO 1-a z -0" 9'-104" I- 9'-104„ —V i L —V i L —V I L —V 108'-8" \�._108'-7 1 4" 108'-5" 108'-l"/-6 0 107'-0" DIMENSIONS SIM OPPOSITE SIDE Y 100'-0" CURVE TO BE CONTINUOUS, Q ARCH DETAIL NOT SEGMENTED �✓ 1/400 = 1'-0" PH020-009 W 3,-62„ cn 2'-0" 1 /2" CLEAR TEMPERED Q EACH SIDE' OFUGLASS RUN MINUM LE 1/2" CLEAR TEMPERED GLASS WITH SMOOTH 6" RADIUS o SILICONE BEAD BEFORE GLASS WITH SMOOTHED CURVED EDGES AT 3j" v CUSETTING OF GLASS RVED EDGES AT EXPOSED AREAS w REF SPECIFICATIONS 6" RADIUS EXPOSED AREAS 1/2' CLEAR 3 TEMPERED GLASS 3/4"X3/4" ALUMINUM ANGLE 1 -6 1 /2 CLEAR WITH SMOOTHED EACH SIDE OF GLASS RUN TEMPERED GLASS CURVED EDGES AT SILICONE BEAD BEFORE 4" 21„ 4 EXPOSED AREAS SETTING OF GLASS REF SPECIFICATIONS 104'-0" ^- '� OPENING IN CAP FOR GLASS - 3/4" BLACK VINYL o SST1 N 3/4" BLACK PARKLAND z I I 5/16"x3 5/8"x9" I SECTION B ' + + ' 0 � � CORNER TRIM r�ld 3/4 BLACK PARKLAND PLASTIC CAP I r PLASTIC WALL CAP O O BASE PLATE SECURED REF SPECIFICATIONS �� �- + + - 1/2" PLYWOOD o + + + + + + REF SPECIFICATIONS REF SPECIFICATIONS TO CONCRETE WITH 2x4 WOOD BLOCKING AT TOP OF WALL 9 PL4 _ 1 I + + + + + + 1 4"x1 1 2" PLASTIC TRIM (4) 3/8 DIAMETER PLASTIC LAMINATE n / / r EACH SIDE OF GLASS ATTACH TO 8 PLASTIC LAMINATE 2x WOOD BLOCKING i� + + +� �- �+- r� EXPANSION ANCHORS a WG 1 1 ti- ++++ PL4 I 3 5 8 PLYWOOD ABOVE PLASTIC LAMINATE I PH2 PL4 EACH SIDE OF GLASS + + + + + + / " METAL STUD TRACK 2"x1 /2" BLACK d �? + + 1 2" PLYWOOD o 1 3 5 I TUBE STEEL I I 2 1 2" " ' " 1 /2" PLYWOOD 8 STUDS - / x2 1/2 x3 16 x3 -6 + 1 1/2" PLYWOOD EACH / , „ C) +1 I+ + + + + WALL BRACE ( TUBE STEEL WALL BRACE rn PLASTIC TRIM w + + 6 x 18 GAUGE METAL STUDS .M EACH END 4 -0 TALL I co I I + + + + + + 2 1/2"x2 STOP LAMINATE AT CONTINUOUS SEALANT CONTINUOUS SEALANT d- I + + + + + + I 1 , + AT TOP OF BASE 3/4 BLACK VINYL I I + + + + + + SECTION B I I PLASTIC LAMINATE PL4 - 1/2 x3 -6 TUBE AT TOP OF BASE CORNER TRIM AT ALL + + + + " V) STEEL WALL BRACE BOTTOM OF TRIM B6 M �� I I 1 /2 GYPSUM BOARD ON r� 1"x1" ALUMINUM "L" EACH B9 OUTSIDE CORNERS i i + + + + + + + + + + B6 I I 1 2" PLYWOOD " SIDE OF GLASS ATTACHED AT REF SPECIFICATIONS / 3 5/8 METAL STUD 12" OC EQ EQ HILTI X -DNI 42P8 24" OC TYP I I B6 r; O O AT EACH SIDE OF CAPTURE TRACK TUBE ATTACHED WITH #5 SELF -TAPPING 3'-0" AFF ELEVATION SECTION A SECTION B ELEVATION © SCREWS AT 12" oc SECTION A SECTION u 3/4" BLACK VINYL WET GLAZE 1/2" - 1'-0" 1/2$ - 1>-0" NTS »"1/2, » = 1 -0 1 /2= 1 -0 NTS CORNER TRIM AT ALL OUTSIDE CORNERS PRIVACY WALL SECTION PRIVACY WALLREFPRIVACY WALL SPECIFICATIONS RM/PH020-061 7 1/2" = 1'-0" RM/PH020-056-PI 6 / 2 1/" = 1'-0" RM PH020-060 PI COUNTERTOP FURNISHED CONTINUOUS SEALANT FILLET AT WALL REF PLUMBING =COUNTERTOP FULL OVERLAY SLABDOORS WATER FILTRATION SYSTEM REF PLUMBINGWATER HEATER COUNTER TOP AND INSTALLED BY SST1 2,- 3" GENERAL CONTRACTOR Z'Z PLASTIC LAMINATE ON 3/4" SUBSTRATE 2 3 4" SUBSTRATE SIDEPANEL WG PL4 CONTINUOUS SEALANT ------3/4" SUBSTRATE - ADJUSTABLE SHELVES a PL4 o - 1'-8" HARDWOOD EDGE TRIM TYP I 1x4 WOOD BLOCKING o = 3/4" SUBSTRATE DIVIDER 01 SIDES AND FRONT EDGE N PL4 PL4 = 1x WOOD BLOCKING N c a AT TOP OF BASE Q 69 2x4 WOOD BLOCKING o w�� 2" 1'-10"1x4 WOOD BLOCKING w OPEN TO FLOOR 29-0" SINK CABINET SEC1/2" = 1'-0" CONTINUOUS SEALANT FILLET AT WALL REF PLUMBING =COUNTERTOP FULL OVERLAY SLABDOORS WATER FILTRATION SYSTEM REF PLUMBINGWATER HEATER PL4ALL SIDESBASE3-0BASE CABINET TI ON SINK CABINET PH020-005 ATION PH020-004 E3 CTI 9l» 1x6 WOOD BLOCKING -DRILL 2 1/2" HOLES IN COUNTERTOP AND PLYWOOD FOR CABLING 'REF 1-PH1 FOR LOCATIONS /_S� STS 3/4" P YWOOD PAINT P40 CONTINUOUS 2x4 BLOCKING 1/2" GYPSUM BOARD ON 1/2" PLYWOOD 6"x 20 GAUGE METAL STUDS AT 24" OC P40 CONTINUOUS SEALANT AT TOP OF BASE N mi T KNEEWALL 7j" SST1 1x4 WOOD BLOCKING [CONTINUOUS SEALANT FILLET AT WALL 2'-3" 'I COUNTERTOP ssT1 DRILL 2 1/2" HOLES IN COUNTER TOP AND PLYWOOD FOR CABLING WHERE INDICATED P40 I I ON PLAN .................................. .I I� I R. 3/4" PLYWOOD HOLD PLYWOOD AND PIPE SUPPORT 1" FRO DGE ;I I PAINT PLYWOOD P40 CONTINUOUS 2x4 BLOCKING (0 I I P40 1 1/4" OUTSIDE DIAMETER PIPE SUP TS 48" OC MAX PAINTED P36 3 5/8"x 22 GAUGE METAL STUDS AT 24" OC 1/2" GYPSUM BOARD 1/2" PLYWOOD DO NOT INSTALL BASE BEHIND FIXTURES INSTALL BASE TO FIXTURES AFTER I FIXTURES ARE SET CONTINUOUS SEALANT AT TOP OF BASE I� SECTION AT KNEEWALL. 1 1/2" = 1'-0" PH020-005 COUNTER TOP \,j�kfLl SST1 2,- 3" 192 Z'Z PLASTIC LAMINATE ON 2 PL4ALL SIDESBASE3-0BASE CABINET TI ON SINK CABINET PH020-005 ATION PH020-004 E3 CTI 9l» 1x6 WOOD BLOCKING -DRILL 2 1/2" HOLES IN COUNTERTOP AND PLYWOOD FOR CABLING 'REF 1-PH1 FOR LOCATIONS /_S� STS 3/4" P YWOOD PAINT P40 CONTINUOUS 2x4 BLOCKING 1/2" GYPSUM BOARD ON 1/2" PLYWOOD 6"x 20 GAUGE METAL STUDS AT 24" OC P40 CONTINUOUS SEALANT AT TOP OF BASE N mi T KNEEWALL 7j" SST1 1x4 WOOD BLOCKING [CONTINUOUS SEALANT FILLET AT WALL 2'-3" 'I COUNTERTOP ssT1 DRILL 2 1/2" HOLES IN COUNTER TOP AND PLYWOOD FOR CABLING WHERE INDICATED P40 I I ON PLAN .................................. .I I� I R. 3/4" PLYWOOD HOLD PLYWOOD AND PIPE SUPPORT 1" FRO DGE ;I I PAINT PLYWOOD P40 CONTINUOUS 2x4 BLOCKING (0 I I P40 1 1/4" OUTSIDE DIAMETER PIPE SUP TS 48" OC MAX PAINTED P36 3 5/8"x 22 GAUGE METAL STUDS AT 24" OC 1/2" GYPSUM BOARD 1/2" PLYWOOD DO NOT INSTALL BASE BEHIND FIXTURES INSTALL BASE TO FIXTURES AFTER I FIXTURES ARE SET CONTINUOUS SEALANT AT TOP OF BASE I� SECTION AT KNEEWALL. 1 1/2" = 1'-0" PH020-005 �j v 1'-10" 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 2 -ZwF o'WpX z3 � �i� Lo aT.Ub-0¢ _ 5 000 ad iF- 565(ny'i RRw 0_ zd a�IW%OPZ8� a� �d9dzziE z 0_ 3aWsOC aZw�_d Cy wwz d pO mWOWUffiuiZVC3 1�'� ~ rn �'�i33�0a X1t1c�aaMrraa.iaa2 COUNTER TOP DRAWN BY: SST1 2,- 3" 192 Z'Z PLASTIC LAMINATE ON 2 2 3 4" SUBSTRATE WG PL4 ------3/4" SUBSTRATE - ADJUSTABLE SHELVES a PL4 o - 1'-8" HARDWOOD EDGE TRIM TYP I PLASTIC LAMINATE ON N 3/4" SUBSTRATE DIVIDER 01 SIDES AND FRONT EDGE N PL4 PL4 � CONTINUOUS SEALANT c a AT TOP OF BASE d B6 69 �j v 1'-10" 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 2 -ZwF o'WpX z3 � �i� Lo aT.Ub-0¢ _ 5 000 ad iF- 565(ny'i RRw 0_ zd a�IW%OPZ8� a� �d9dzziE z 0_ 3aWsOC aZw�_d Cy wwz d pO mWOWUffiuiZVC3 1�'� ~ rn �'�i33�0a X1t1c�aaMrraa.iaa2 ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: a W C..7 Cj 192 o 01-09-09 DOCUMENT DATE: 02-06-09 Q CD a r�7 w � w � c a o w�� � w ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEETPH2 C 0 0 C) 0) : 3 C -a 0 C5 � U � a 0- C �l 14--C U d O N N i7 U d N t- o � w +' > E U) V)0) U o C: a a � U �t- c a "= Q m p m � L rri O 14)0 0 1 0C140 �o It i N X X c� on �o z� a v PAPER TOWEL DISPENSER CENTERED OVER SINK -\ DISPENSERS FURNISHED BY WAL–MART AND INSTALLED BY GENERAL CONTRACTOR MILLWORK CABIN FURNISHED BY WAL–MART AND INSTALLED BY OTHERS ---�' I 1'-0" DISPENSER ELE� 3 1/41f = –O" ATION VC010-003 REMOVE ALL DOORS, WALLS, GLAZING, FIXTURES AND EQUIPMENT SHOWN DASHED. REF DEMOLITION NOTES EXISTING SALES EXISTING BULKHEAD FIXTURE TO BE TO REMAIN —\ REUSED VC010-002 VERIFY 1/2" PLYWOOD SUBSTRATE EXISTS FLOOR TO CEILING BEHIND GYP BOARD ON ALL OPTICAL SALES AREA WALLS. IF PLYWOOD SUBSTRATE IS PRESENT CONTRACTOR TO PATCH AND REPAIR AREAS OF REMOVAL OF SLAT WALL. IF NOT, REMOVE GYP BOARD TO STUDS OR FURRING STRIPS. EXISTING CASED OPENING TO REMAIN IF 1/2" PLYWOOD SUBSTRATE EXISTS FLOOR TO CEILING BEHIND GYP BOARD, CONTRACTOR TO PATCH AND REPAIR AREAS OF REMOVAL OF SLAT WALL. IF PLYWOOD SUBSTRATE DOES NOT EXIST, GENERAL CONTRACTOR TO APPI Y 119" rYPgI IM RnARn OVER 1 /9" PI YWOOn MvI %A inn\ r\nn.. III 0-t AFF WAL–MART FURNISHED, INSTALLED BY OTHERS TYP 033007 RM VC/VCO10-001 VC9A EXISTING BULKHEAD TO REMAIN I EXISTING SALES FIXTURE TO BE MATCH ADJACENT WALLS AND FINISHES EXAM ROOMS: CONTRACTOR TO REPLACE, REPAIR, OR ADD INSULATION TO MATCH EXISTING INSULATION AND WALL CONDITIONS, TYP TOP OF CHAIR RAIL AT 34" AFF WAL–MART FURNISHED, INSTALLED BY OTHERS TYP NOTE: INSTALL BASE AFTER INSTALLATION OF OWNER PROVIDED CABINETS IN EXAM, CONTACT, AND LAB 710 West Roselawn Drive Rogers,Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w fwo Ljj to o 0_32 FBaown wz w nN'�ciw0`�N©oix W3 d4 �Frn5Otw/7-w ic U- 0. ri OF -ZZ Z) o In t €jwx�o aY Z 3--108 (nw4ww OiO, �w wS OnOvzfiwzX CJ z� oI-x w- g z a .ogt' c7iv�yy``u'8 ow� omvotl,�`�,'vn�J, Hww F- Nlii 65, . 1252�K¢ (n D t�nv)n16 �aawaa.2 A C=� c_a 0 d2=9 oma � W '0► w o w r GQ' IVa z 0 ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: JM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 10 ;t )i VISION CEN TER PLANS AND DETAILS L- 0 a� o 0 o' o m� a) U rn -0 6 w u < V� >--v 12 mo 0- N 't LO t�-iQ 0 o0 �t� N X x x �00 �o Z N ROOM FINISH SCHEDULE TVC010-RF M # ROOM NAME 6 PLAN FLOOR WALL CEILINGS NOTES D C REFERENCE ORIENTATION FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT A TVC TEMPORARY VC ALL EXTERIOR WALLS EXISTING - L P34 - L P34 - L P34 - L P34 REF PLAN 2-TVC1 REF PLANS --- TVC TEMPORARY VC ALL INTERIOR WALLS EXISTING - L P40 - L P40 - L P40 - L P40 REF PLAN 2-TVC1 REF PLANS --- EMPORARY VISIONFRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8.1 UNO MARK ROOM NAME DOOR FRAME NOTES TYPE MATERIAL I QTY NOMINAL SIZE GLASS TYPE MATERIAL W H T TVC I TEMPORARY F HM-STL 1 3'-0" 7'-0" 1 3/4" --- 1 HM INISH KEY REF SPECIFICATIONS FOR EXACT COLORS REQUIRED MARK FINISH ICOLOR IDESCRIPTION , PL18 PLASTIC LAMINATE MEDIUM TAN LOPEN TO L OPEN TO LOPEN TO LOPEN TO - OPTICAL SALES? OPTICAL SALES/ OPTICAL SALES? OPTICAL SALES? MARK DESCRIPTION �` f f i L PLYWOOD BATT INSULATION AT EXAM ,� TEMPORARY ONLY AT SIM /CASH WRAP? POWER POLE /CASH WRAP POWER POLE VISION CENTER �_____--_ i DOORS r N 2 2 '�---- - -- ; OPTION 1 OPTION 2 6"X16 GA METAL a TEMPORARY VISION CENTER FRONT ELEVATION rl CEILING JOISTS AT T 1/410 = 1'-0" TVC010-004 16" OC WITH 3/4" PLYWOOD DECK TO 5A BE ATTACHED TO TVC1 TOP OF JOISTS r OVER EXAM, o CONTACT SALES, Ll- AND L r' F 1 AND PRETEST ¢ z (2) 8"X1 5/8"x20 GA BOX HEADER WITH 3 5/8"x1 1/4%16 GA TRACK ON TOP AND BOTTOM FLUSH HOLLOW METAL 3 5/8" X 16 GA o w C/A DRF METAL TRACK IOM 1/2" PLYWOOD INTERIOR (BOTH SIDES) 3 5/8"X18 GA METAL STUDS AT 16" OC METAL TRACK FINISHED FLOOR 5B TVC1 6"x 16 GAUGE METAL CEILING JOISTS AT '16" OC WITH 3/4" PLYWOOD DECK TO BE ATTACHED TO TOP OF JOISTS OVER EXAM, CONTACT SALES, AND PRETEST ROOMS 3 5/8% 6 GA METAL TRACK 1/2" PLYWOOD BOTH SIDES 3 5/8X18 GA METAL STUDS AT 16" OC FINISH FLOOR SECTION AT CEILING l 9 1/2" 1'-O° TVC010-009 WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 48/24 SPAN RATING. ATTACH WITH #10 WAFER HEAD SCREWS AT 12" OC TO ALL MEMBERS. SECTION A SECTION B INTERIOR WALL S 10 1/2" = 1'-0» NOTE: ALL TRACK TO BE 16 GA UNLESS OTHERWISE NOTED NOTE: ALL STUDS TO BE 18 GA UNLESS OTHERWISE NOTED (2) 6"x18 GA JOISTS. ATTACH TO BOX HEADER WITH (4) #10 SCREWS (2) 8"x1 5/8"x20 GA BOX N HEADER WITH 3 5/8"x1 5/8"x16 ~• GA TRACK ON TOP AND BOTTOM o a z 1/2" PLYWOOD COLUMN WRAP b w REF 6-TVC1 00 LL 0 cL 0 CONT TRACK TO MATCH SIZE AND GAUGE OF WALL STUDS, ATTACH TO EXISTING FLOORING WITH (4) 1/4" MASONRY SCREWS (SIMPSON TITEN OR SIMILAR) EXISTING FLOOR SECTION A SECTION AT EN TRY 1/2 = 1 —0 TVC010-007 4' HIGH ALUM CORNER GUARDS TYPICAL /2" PLYWOOD VRAP TYPICAL (2) 1 5/8"X3 5/8"X18 GA "C" CHANNELS COLUMN DETAIL 6-0093" = 1'-0" TVC010 JOISTS AT SIM 3 5/8"x16 GA METAL TRACK- INTERIOR RACK IN_ _ TERIOR 1/2" PLYWOOD BOTH ,SIDES 3 5/8%18 GA METAL STUDS AT 16" OC METAL TRACK SIDE WA 1 1/2" = 1'--0" WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 48/24 SPAN RATING. ATTACH WITH #10 WAFER HEAD SCREWS AT 12" OC TO ALL MEMBERS. (2) 8"x1 5/8"x20 GA BOXV) HEADER WITH 3 5/8"x1 5/8"x16j0 GA TRACK ON TOP AND BOTTOM 0 z SIDE WALL OR r,j bi COLUMN BEYOND o EXISTING SECTION B I 0 3 5/8"x16 GA TRACK AT (1) 3 5/8"x1 5/8"x18 GA JACK STUD 00 L,.. TOP OF ALL WALLS —7 0 a (1) 3 5/8"x1 5/8"x18 GA KING STUD 0 ECT10"N TC010-008 POWER POLE REF MTVC1 6" SOUND ATTENUATION 1/2" PLYWOOD INSULATION OVER EXAM SCREENING AROUND DECK ONLY PERIMETER OF EXAM 41.0 ROOM WALLS 2X BLOCKING 6"x18 GA METAL CEILING JOISTS AT 16" OC 3/4" PLYWOOD DECK o0 3 5/8" X 16 GA ATTACHED TO TOP OF JOISTS METAL TRACK OVER EXAM, CONTACT SALES, AND PRETEST ROOMS INSULATION 8"UN EXAM WALLS ON SECTION B 6"x18 GA METAL 0 CEILING JOISTS AT I 16" OC 3/4" PLYWOOD DECK m 3 5/8" X 16 GA ATTACHED TO TOP OF JOISTS METAL TRACK OVER EXAM, CONTACT SALES, AND PRETEST ROOMS NSULATION ND EXAM WALLSN SECTION A CEILING DETAIL 5 1"= 1'-0" TVC010-005 TEMP. 1/4" = V-0 OPTION 1 Ry VISI (2) 3 5/8"x1 5/8"x18 GA JACK STUDS OPEN TO OPEN TO DECK ABOVE-,,", DECK ABOVE-,, DECK ABOVE-,"_ PROTO CYCLE: 01-09-09 ;ZOPEN TO 02-06-09 ZOPEN TO LOPEN TO OPTICAL SALES? f ^d- I h u- it OPTICAL SALES OPTICAL SALES? 8'-0" N 00 I r, a ¢ — In _ �.,.... ___T� i i mold TVC1 TEMP. 1/4" = V-0 OPTION 1 Ry VISI (2) 3 5/8"x1 5/8"x18 GA JACK STUDS `----3 5/8"x1 5/8"x18 GA STUDS 16" oc OPTION 2 N TER FRON T FRAMING ELEVATION TVC010-003 10'- 0" 10'- 0" L 10'- 0» OPEN TO OPEN TO OPEN TO DECK ABOVE-,,", DECK ABOVE-,, DECK ABOVE-,"_ PROTO CYCLE: 01-09-09 ;ZOPEN TO 02-06-09 ZOPEN TO GOPEN TO I OPTICAL SALES? SALES/ it OPTICAL SALES OPTICAL SALES? 8'-0" N 00 I r, a 7A — T — In _ �.,.... ___T� i i mold TVC1 z / 9 OPTICAL ° AT FLOOR OPTICAL SALES I `----3 5/8"x1 5/8"x18 GA STUDS 16" oc OPTION 2 N TER FRON T FRAMING ELEVATION TVC010-003 10'- 0" 10'- 0" L 10'- 0» OPEN TO OPEN TO OPEN TO DECK ABOVE-,,", DECK ABOVE-,, DECK ABOVE-,"_ TYPICAL. — l _ -u TE4MPORARY VISION 2 - 1'-0" OPTION 1 CENTER 6" X 18 GAUGE CEILING JOISTS AT 16" OC UNLESS NOTED OTHERWISE REF MTVC1 3/4" PLYWOOD DECK TO BE ATTACHED TO THE TOP OF THE JOISTS OVER THE EXAM, CONTACT SALES, AND PRETEST, TOP OF CEILING JOISTS 10'-88» 8,-6j» POWER POLE OPEN TO OPEN TO DECK ABOVE DECK ABOVE 6" SOUND ATTENUATION X---(2) 6"X18 GA JOISTS. INSULATION OVER EXAM ATTACH TO EACH DECK ONLY WALL WITH (4) #10 SCREWS------",,,, AND BOTTOM OF DECK AT 8'-0" „ UF HAUST FA I /j -Ott1 -4 MTVC1 1 i 1'-0» -* 4 TYPICAL 4 I LI N G JOIST PLAN TVC010-002 OPTION 2 OPEN TO DECK ABOVE 7i" TEMPORARY VISION CENTER NOTES 1. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED IN THE LOCATION AS DIRECTED BY WAL-MART. THIS LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY WAL-MART. 'WAL-MART WILL MOVE FIXTURES IN THE WAY OF THE TEMPORARY VISION CENTER. 2. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED PRIOR TO THE DEMOLITION OF THE EXISTING VISION CENTER. ALLOW ENOUGH TIME TO MOVE INTO THE TEMPORARY VISION CENTER PRIOR TO DEMOLISHING THE EXISTING ONE. COORDINATE WITH CONSTRUCTION MANAGER. 3. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED WITH 3 5/8" X 20 GA METAL STUDS AT 16" OC (TOTAL HEIGHT 8'-0") UNLESS NOTED OTHERWISE. w w t+- v Lit :� 21- oz<0 4. FIRE RETARDANT WOOD MAY BE SUBSTITUTED IN ° TzW� zU� 4 PLACE OF METAL (STUDS, CEILING FRAMING AND � i2l.- zfwoin BRACING) IF LOCAL CODE OR AUTHORITY HAVING D- 4R xZa5sw0wz6zr JURISDICTION ALLOWS, AND APPROVAL FROM © ars ; Qa�Z =� WAL-MART CONSTRUCTION MANAGER. WHEN WOOD z c•cN�w�XNinoa FRAMING IS ALLOWED BY LOCAL AHJ VERIFY, 0as����a� woo PROPER CEILING JOIST DIMENSIONS AND SIZE ~ z(1) A 'l08�ati _oz WITH LOCAL AHJ. �_ �o wCL pa�� ' `�z 5. ALL WALLS SHALL BE CLAD WITH FIRE F– u)� oa~�vi, C,COU RETARDANT PLYWOOD. F -n c 09 D an.waa 6. REMOVE ENTIRE TEMPORARY VISION CENTER ONCE NEW VISION CENTER IS OPERATIONAL. REPLACE ANY FINISHES THAT WERE DAMAGED DURING THE CONSTRUCTION OF THE TEMPORARY VISION CENTER. 7. CONTRACTOR TO INSTALL HASPS AT TOP AND BOTTOM OF STRIKE SIDE FOR LAB DOOR. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER 8. VISION CENTER MANAGER TO SUPPLY 2 LOCKS PER DOOR 9. ALL HINGES SHALL BE INSTALLED IN A SECURE FASHION, NO HINGES OR HINGE SCREWS TO BE EXPOSED TO EXTERIOR OF VISION CENTER. 10. CONTRACTOR TO TEMPORARILY EXTEND EXISTING PHONE SERVICE TO TEMPORARY VISION CENTER. COORDINATE PHONE LOCATION WITH WAL-MART CONSTRUCTION MANAGER AND VISION CENTER MANAGER. 11. TEMPORARY VISION CENTER TO BE COMPLETED 24 HOURS PRIOR TO MOVE TO ALLOW FOR STATE BOARD INSPECTION. 30'-0" 6'-0" 30'-0" 2'-3j" 8'-8j»8'» 8,-� 22 -02'-3j" v N 3,4-TVC1 �D$Jc� c� r-iN I �I �-----_._.._._ _.------._....._ ----_._..-.---------- 11 ZLHEADER -------------�------------__--------- POWER I REF 3-TVC1 POLE 6 { TVC1 I 7B-TVC1 lqqqppp, I EQ 8'-0" PROTO: > PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 I I ri J EQ .= �. 8'-0" N 00 OPTION 1 CENTER 6" X 18 GAUGE CEILING JOISTS AT 16" OC UNLESS NOTED OTHERWISE REF MTVC1 3/4" PLYWOOD DECK TO BE ATTACHED TO THE TOP OF THE JOISTS OVER THE EXAM, CONTACT SALES, AND PRETEST, TOP OF CEILING JOISTS 10'-88» 8,-6j» POWER POLE OPEN TO OPEN TO DECK ABOVE DECK ABOVE 6" SOUND ATTENUATION X---(2) 6"X18 GA JOISTS. INSULATION OVER EXAM ATTACH TO EACH DECK ONLY WALL WITH (4) #10 SCREWS------",,,, AND BOTTOM OF DECK AT 8'-0" „ UF HAUST FA I /j -Ott1 -4 MTVC1 1 i 1'-0» -* 4 TYPICAL 4 I LI N G JOIST PLAN TVC010-002 OPTION 2 OPEN TO DECK ABOVE 7i" TEMPORARY VISION CENTER NOTES 1. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED IN THE LOCATION AS DIRECTED BY WAL-MART. THIS LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY WAL-MART. 'WAL-MART WILL MOVE FIXTURES IN THE WAY OF THE TEMPORARY VISION CENTER. 2. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED PRIOR TO THE DEMOLITION OF THE EXISTING VISION CENTER. ALLOW ENOUGH TIME TO MOVE INTO THE TEMPORARY VISION CENTER PRIOR TO DEMOLISHING THE EXISTING ONE. COORDINATE WITH CONSTRUCTION MANAGER. 3. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED WITH 3 5/8" X 20 GA METAL STUDS AT 16" OC (TOTAL HEIGHT 8'-0") UNLESS NOTED OTHERWISE. w w t+- v Lit :� 21- oz<0 4. FIRE RETARDANT WOOD MAY BE SUBSTITUTED IN ° TzW� zU� 4 PLACE OF METAL (STUDS, CEILING FRAMING AND � i2l.- zfwoin BRACING) IF LOCAL CODE OR AUTHORITY HAVING D- 4R xZa5sw0wz6zr JURISDICTION ALLOWS, AND APPROVAL FROM © ars ; Qa�Z =� WAL-MART CONSTRUCTION MANAGER. WHEN WOOD z c•cN�w�XNinoa FRAMING IS ALLOWED BY LOCAL AHJ VERIFY, 0as����a� woo PROPER CEILING JOIST DIMENSIONS AND SIZE ~ z(1) A 'l08�ati _oz WITH LOCAL AHJ. �_ �o wCL pa�� ' `�z 5. ALL WALLS SHALL BE CLAD WITH FIRE F– u)� oa~�vi, C,COU RETARDANT PLYWOOD. F -n c 09 D an.waa 6. REMOVE ENTIRE TEMPORARY VISION CENTER ONCE NEW VISION CENTER IS OPERATIONAL. REPLACE ANY FINISHES THAT WERE DAMAGED DURING THE CONSTRUCTION OF THE TEMPORARY VISION CENTER. 7. CONTRACTOR TO INSTALL HASPS AT TOP AND BOTTOM OF STRIKE SIDE FOR LAB DOOR. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER 8. VISION CENTER MANAGER TO SUPPLY 2 LOCKS PER DOOR 9. ALL HINGES SHALL BE INSTALLED IN A SECURE FASHION, NO HINGES OR HINGE SCREWS TO BE EXPOSED TO EXTERIOR OF VISION CENTER. 10. CONTRACTOR TO TEMPORARILY EXTEND EXISTING PHONE SERVICE TO TEMPORARY VISION CENTER. COORDINATE PHONE LOCATION WITH WAL-MART CONSTRUCTION MANAGER AND VISION CENTER MANAGER. 11. TEMPORARY VISION CENTER TO BE COMPLETED 24 HOURS PRIOR TO MOVE TO ALLOW FOR STATE BOARD INSPECTION. 30'-0" 6'-0" 30'-0" 2'-3j" 8'-8j»8'» 8,-� 22 -02'-3j" v N 3,4-TVC1 �D$Jc� c� r-iN I �I �-----_._.._._ _.------._....._ ----_._..-.---------- 11 ZLHEADER -------------�------------__--------- POWER I REF 3-TVC1 POLE 6 { TVC1 I 7B-TVC1 lqqqppp, I EQ 8'-0" PROTO: EQ PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 � J EQ .= �. 8'-0" EQ i I_ HEADER �-.� REF 3-TVC1 � � �� � I — T — In _ �.,.... ___T� i i mold z / 9 OPTICAL ° OPTICAL SALES I ❑ /, i T \ "-°o - i i \` I SALES i �--- '�— - I / FIXTURES TO BE cv `_ I _ `` i OPTICAL SALES -I- - RELOCATED FROM EXISTING VISION I - -�-I- -- --� CENTER LOCATION ­4 » 1$- 0 „ 3 -0 X 1 -0 » 12'_71„ 07 I I C', I I s » 12 -9� 8 1 -0 3 -0 X 1 -0 a 11'-7 rn �i Ln _i Ln M IN 7'H CO MIN s MIN 7'H CO MIN �- _ ------------- I 0 7 0 04 EXAM <� TVC CONTACT SALES II 0 � PRETEST 1OB-TVC1 EXAM TVC CONTACT SALES � � X© I �'' PRETEST .`. 1OB-TVC1 POWER 2-TVC2 �� 2-TVC2 SINK TO BE � I '� I ILE CABINETS AND °' 2-TVC2 SINK TO BE i i F` FILE CABINETS _ POLE Iro 3 5/8" SOUND i► A MINIMUM OF 200 JOB TRAYS TO BE -Id- RELOCATED FROM 3 5/8" SOUND / •` ��� A MINIMUM AND JOB ATTENUATION 10A-TVC1 SQUARE EXISTING VISION I ATTENUATION 10A-TVC1 OF 200 TRAYS TO BE w IN EXAM SIM 2'-11" '-6" INCHES `� I7 CENTER LOCATION IN EXAM 2-TVC2 SIM 2'-11" 1'-6" SQUARE �� r- RELOCATED 9-TVC1 WALLS ONLY TYPICAL 1OA-TVC1 I 9-TVC1 WALLS ONLY `�• INCHES I OA-TVC1 FROM EXISTING •�, TYPICAL I VISION CENTER I is 1 I -- - -- - -� L -- r� o I LOCATION N I 12'-8" 8'-8" mo 8'-8" OPTION 1 R PLAN RM/TVC010-001 _A [mmV V U I 12'-8" 8'-8" 0 8'-8» OPTION 2 ISSUE BLOCK CHECKED BY �RF/SW DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 TEMPORARY VISION CENTER PLANS SHEET: ��—■ TVC C 0 03 •L L O CP yJ L Q Q -0 N 00 r U M N tl -C � t • U rn % 0 0-5 0 \ E N i o wLU d .E V)0) J / U 0 L C: 0 c/ 0 r=- < >- "0 M 0 n 0 u7 U) r— r� 0)o 0 00 N O �o -1i N x x o00 �0 o ZCN a= . a a� L 1'-0" CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR 2'-p" S 0 i N 4 vV� 1"=1' X BLOCKIN FLOOR LINE- N TER 3/4" A/C PLYWOOD WITH LAMINATE PL1$ r- 1 /2" PLYWOOD UBSTRATE PL18 cV --*#* TION TVCO20-004 0 N 1/2" A/C PLYWOOD 1'-6" WITH 3/4" A/C PLYWOOD PLASTIC WITH PLASTIC LAMINATE LAMINATE PL18 PL18 1/2" A/C PLYWOOD 117 -=ITH PLAS VV t LAMINATE PL18 i 1X BLOCKIN TYPICAL— TYPICAL DRAWER SLIDE --� FLOOR LINE - DRAWER 1" = 1'-0" d - WALL STANDARDS INSTALLED WITHIN CABINET 0 TYPCIAL r I 1/2" N PLYWOOD SUBSTRATE AT BACK AND SIDES PL18 d� CV CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR COUNTER SECTION REF PLANS 3/4" A/C PLYWOOD WITH PLASTIC LAMINATE PL18 1 /2" PLYWOOD SUBSTRATE 22" HINGED 01 CABINET DOOR PL18 „ TYPICAL 1 /2"X 1'-4" PLYWOOD SUBSTRATE ADJUSTABLE SHELF PL18 M s TVCO20-007 CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR TION TVCO20- 003 1)-0" I. ter- -ter 1 X BLOCKIN � TYP I CAL (5) 1/2" X 11" PLYWOOD SUBSTRATE ADJUSTABLE SHELVES 0 I 1/2" PLYWOOD SUBSTRATE INSIDE FACE AND SIDES 1X DRAWN BY: PLYWOOD BLOCKING WITH PLAS 1 X TYPICAL BLOCKING 02-06-09 (5) 1/2" X 2'-0" 1/2" 11" PLYWOOD PLYWOOD CABINET DOOR, SUBSTRATE 1/2" A/C CONTRACTOR ADJUSTABLE 0 PL18PLASTIC I 2'-0" LAMINATE PL18 SHELVES 3/4" A/C PLYWOOD PLYWOOD PL18 SUBSTRATE 0 i CODE AND ADA4" SUMP PUMP CABINETRY 2X 1/21$ BLOCKING-­,,KFURNISHED 1 �» INSTALLED BY 2 PLYWOOD CONTRACTOR EXAM SUBSTRATE TVCO2D-006 FOR BACK -- -. - AND SIDES PL18 SINK TO BE A 1 X ~ 1X BLOCKING 3/4" A/C TYPICAL PLYWOOD LOCKING WITH PLASTIC LAMINATE PL1$ 1/2" INCHES PLYWOOD SUBSTRATE TYPICAL DRAWER AT SIDES FRONTS OF 1/2" PL18 A/C PLYWOOD 0WITH PLAS 1'-6„ 1/2" LAMINATE PL18 N PLYWOOD SUBSTRATE BACK �- DRAWER SLIDE CABINETRY 2X TYPICAL FURNISHED AND BLOCKING INSTALLED BY 1CONTRACTOR d- 1 EXAM CABINET SECTION (8) 1" = 1'-0" TVCO20-008 CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR 2'-p" S 0 i N 4 vV� 1"=1' X BLOCKIN FLOOR LINE- N TER 3/4" A/C PLYWOOD WITH LAMINATE PL1$ r- 1 /2" PLYWOOD UBSTRATE PL18 cV --*#* TION TVCO20-004 0 N 1/2" A/C PLYWOOD 1'-6" WITH 3/4" A/C PLYWOOD PLASTIC WITH PLASTIC LAMINATE LAMINATE PL18 PL18 1/2" A/C PLYWOOD 117 -=ITH PLAS VV t LAMINATE PL18 i 1X BLOCKIN TYPICAL— TYPICAL DRAWER SLIDE --� FLOOR LINE - DRAWER 1" = 1'-0" d - WALL STANDARDS INSTALLED WITHIN CABINET 0 TYPCIAL r I 1/2" N PLYWOOD SUBSTRATE AT BACK AND SIDES PL18 d� CV CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR COUNTER SECTION REF PLANS 3/4" A/C PLYWOOD WITH PLASTIC LAMINATE PL18 1 /2" PLYWOOD SUBSTRATE 22" HINGED 01 CABINET DOOR PL18 „ TYPICAL 1 /2"X 1'-4" PLYWOOD SUBSTRATE ADJUSTABLE SHELF PL18 M s TVCO20-007 CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR TION TVCO20- 003 1)-0" I. ter- -ter 1 X BLOCKIN � TYP I CAL (5) 1/2" X 11" PLYWOOD SUBSTRATE ADJUSTABLE SHELVES 0 I 1/2" PLYWOOD SUBSTRATE INSIDE FACE AND SIDES ALL CABINETRY WILL CONTAIN A 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE L" L J / s �. OPEN BELOW EN BELOW 2'-0" S -8 j" 2'-7" CONTACT SALES CABINETRY ELEVATION 1 /2" = 1'-0" TVCO20-002 / / N BELOW-? 2'-6" 2'-0" AE MT N U DRAWER I IDRAWER DRAWER DRAWER `-OPEN BELOW 7 2' -0 - CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR O I d- 0 N 3/4" A/C DRAWN BY: PLYWOOD Q Ci WITH PLAS 1 X LAMINATE PL18 BLOCKING 02-06-09 TYPICAL 2'-0" 1/2" INSTALLED BY PLYWOOD CABINET DOOR, SUBSTRATE S SUSIDES 1/2" A/C CONTRACTOR PLYWOOD WITH 0 PL18PLASTIC I 2'-0" LAMINATE PL18 cV 1/2" 3/4" A/C PLYWOOD PLYWOOD SUBSTRATE WITH PLAS CODE AND ADA4" SUMP PUMP CABINETRY 2X LOCATION AND BLOCKING-­,,KFURNISHED 1 �» INSTALLED BY 2 CONTRACTOR EXAM CABINET SECTION TVCO2D-006 ALL CABINETRY WILL CONTAIN A 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE L" L J / s �. OPEN BELOW EN BELOW 2'-0" S -8 j" 2'-7" CONTACT SALES CABINETRY ELEVATION 1 /2" = 1'-0" TVCO20-002 / / N BELOW-? 2'-6" 2'-0" AE MT N U DRAWER I IDRAWER DRAWER DRAWER `-OPEN BELOW 7 2' -0 - CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR O I d- 0 N 1 /2" 1" = 1'-0" TVCO20- 005 2'-6„ 3/4" A/C PLYWOOD WITH PLAS CASH WRAP TO _ LAMINATE PL18 BE DIVIDED INTO (2) EQUAL 2'- 52" SECTIONS 32" 1'-112" 2 ' WRAP BY CONTRACT7 CASH. a% 3/4" PLYWOOD ADJUSTABLE SUBSTRATE SHELF PL18 3/4" PLYWOOD SUBSTRATE � PL18 2" CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR SECTION TVCO20-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 ffiWz G NzmF 02,t523j Ur �< S Z0 J �ZZZd JWKFO U_ (L >-1642 Q40WjOO Z 00<dd w fn§i8jQ>- Q 0W � �OpWaff7711fmpd Q zI)5d< fjpww wno 0g E US viw- -� dZa az��'�irt�(Yy�jc�r-U a0 �0mW0WV aIiWZUm H NW zg'o0��<0> F -D 8000.DrraaWoa.M RF/SW DRAWN BY: CABINETRY Q Ci 192 PROTO CYCLE: 01-09-09 FURNISHED AND 02-06-09 0 2'-0" INSTALLED BY `mow 00 CONTRACTOR FAUCET AND 3/4" A/C PLYWOOD HANDLES TO MEET WITH PLAS CODE AND ADA4" Ld 0 LAMINATE PL18 REQUIREMENTS ------_-1 2" A/C PLYWOOD ITH PLAS -- -. - LAMINATE PL18 SINK TO BE A ~ 1X MINIMUM OF 8s) LOCKING 200 SQUARE INCHES INSULATION - — COVER 0 REQUIRED �- AROUND N 1 PIPING � I N REQUIRED ADA ACCESSIBILITY b) I CLEARANCE LINE '0 SIN K CA BINET SECTION 1 /2" 1" = 1'-0" TVCO20- 005 2'-6„ 3/4" A/C PLYWOOD WITH PLAS CASH WRAP TO _ LAMINATE PL18 BE DIVIDED INTO (2) EQUAL 2'- 52" SECTIONS 32" 1'-112" 2 ' WRAP BY CONTRACT7 CASH. a% 3/4" PLYWOOD ADJUSTABLE SUBSTRATE SHELF PL18 3/4" PLYWOOD SUBSTRATE � PL18 2" CABINETRY FURNISHED AND INSTALLED BY CONTRACTOR SECTION TVCO20-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 ffiWz G NzmF 02,t523j Ur �< S Z0 J �ZZZd JWKFO U_ (L >-1642 Q40WjOO Z 00<dd w fn§i8jQ>- Q 0W � �OpWaff7711fmpd Q zI)5d< fjpww wno 0g E US viw- -� dZa az��'�irt�(Yy�jc�r-U a0 �0mW0WV aIiWZUm H NW zg'o0��<0> F -D 8000.DrraaWoa.M p BLOCK CHECKED BY: RF/SW DRAWN BY: RWM Q Ci 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 0 `mow �Ow to Ld 0 O ��o w 0 p BLOCK CHECKED BY: RF/SW DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 FEB Q 9 2009 TEMPORARY VISION CENTER DETAILS SHEET: TVC2 0 :2C �t- N � 0 0 010 N 0 �0 q X Nx X o O � o O_ ai BAKERY EQUIPMENT LEGEND EQUIPMENT NOTES NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL SUPPLIED INSTBALLED CONNECT NOTES 1. REFERENCE SHEET Al FOR EQUIPMENT LOCATION 2: 3 -COMPARTMENT, PREP SINKS AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES B09 1 BAKERY SHELVING UNIT BY WAL-MART 2. ALL STUD WALLS SHALL BE FIRE RETARDANT WM WM 4 1 WAL-MART TO SUPPLY SS FIXTURES BY UNIVERSAL STAINLESS IN THE FOLLOWING STATES: CO, ID, KS, MT, ND, NE, SD, OR, WA, WY WAL-MART TO SUPPLY SS FIXTURES BY WIN -HOLT IN THE FOLLOWING 'STATES: AK,. AL, AR, AZ, CA, CT, DE, FL, GA, HI, IA, IL, IN, KY, LA, MA, MD, ME, MI, MN, MO, MS, NC, NH, NJ, NV, NM, NY, OH, OK, PA, RI, SC, TN, TX, UT, VA, VT, WI, WV B19 15 BAKERY MOBLIE RACKS BY WAL-MART - _ THE END CASES AND LONG CASE RUNS _ 4 MISC. GROCERY EQUIPMENT LEGEND NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO SUPPLIED BY INSTALLED BY FINAL CONNECT NOTES 4. QUANTITY AND TYPE BY WAL-MART. RACKS SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS MG21 1 WASTE COOKING OIL TANK W/CADDY DARLING 2500 -CW WM GC GC 6 5. EQUIPMENT SUPPLIED TO HAVE CLEAR COATED GALVANIZED EXTERIOR, WITH BLACK INTERIOR AND COLOR BANDS REFRIGERATED CASE LEGEND 6. REFERENCE SPEC SECTION 01600 FOR SPECIAL INSTRUCTIONS FOR STORES WHICH HAVE AN EXISTING WASTE COOKING OIL TANK (EXPANSIONS AND RELOCATIONS ONLY) N0. QTY. DESCRIPTION MFR. OR SUPPLIER MOODEL SUPPLIED BY WSTALLE BY FwAL CONNECT NOTES 7. NOT USED R07 1 8' M/D DAIRY/DELI TYLER N6DHPM REF SPECIFICATIONS REF SPECIFICATIONS 5 8. GENERAL CONTRACTOR TO INSTALL WAL-MART FURNISHED SOAP DISPENSER. R07 4 12' M/D DAIRY/DELI TYLER N6DHPM 5 9, WAL-MART TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM -A -LOT), MARATHON EQUIPMENT CO, OR PHILADELPHIA TRAMRAIL. REF GROCERY EQUIPMENT MANUAL FOR MODEL INFORMATION R12 6 MED/LOW TEMP. COFFIN HUSSMAN FW 5 10. NOT USED R12E 14 MED/LOW TEMP COFFIN END HUSSMAN FWE 5 11. WAL-MART TO PROVIDE PAPER TOWEL DISPENSER R14 6' M/D SEAFOOD HILL, PHOENIX 04UM 5 R25 21 UNITIZED CONVERTIBLE PROMO ISLAND HUSSMAN CW2U-GE-90/CW2U-GE-138 5 .R32 28 REACH -IN FREEZER/ICE CREAM HUSSMANN RL 5 R41 4' 12' M/D BEER KYSOR/WARREN HQD6L 5 ABBREVIATION KEY ES EQUIPMENT SUPPLIER RC REFRIGERATION CONTRACTOR GC GENERAL CONTRACTOR REC REFRIGERATION ELECTRICAL CONTRACTOR WM WAL-MART OW OWNER REFRIGERATION PIT KEYNOTES REFRIGERATION PIT REF 9-GA1.1 1.51 32" STAINLESS STEEL rBOLLARD, 4" OD PROVIDED BY OWNER. REF 9-GA1.1 Opp/// 18'-0 11 IXI I 1 I � ------------ ------------ t ---------- ]IS PATCH AND REPAIR SALES FLOOR AS --- --- REQUIRED TO INSTALL FIXTURES AND I I PLUMBING. MATCH EXISTING FLOOR TYPE, COLOR, AND FINISH. I d° ° I CASES AND CART FURNISHED BY WAL-MART, INSTALLED BY REFRIGERATION CONTRACTOR. VERIFY - 2 -0 - EXACT LOCATION OF CASES PRIOR TO STARTING CONSTRUCTION (TYP). _ - 173 �' 17'-7" Ii -------------------- -' - �, 4Q /// REFRIGERATION PIT ° REF 9-GA1.1 REFRIGERATION PIT SLOPE TUNNEL 1" REF 9-GA1.1 -•• / PER 20' 43'-8 O J S�� r ' GROCERY -ELEVATION 1/8 = 1'-0" GA010-002 PLAN. GA010-004 THROUGHOUT CAKE DECORATING AREA • GROCERY ELEVATION 3 1/800- , -a Ga010-003 R32:' NEW 4 R32: NEW 5 R32: NEW 5 R32: NEW 5 R32: NEW 4 R12E: NEW D/T DOOR REACH -IN DOOR REACH -IN DOOR REACH -IN DOOR REACH -IN DOOR REACH -IN COFFIN END1 FREEZER FREEZER FREEZER FREEZER FREEZER 1.51f-A;i TYP OF 4 0 POR [L-4LIK a I II IMEAT R12: NEW 12' I 1.54 D/T COFFIN I PREP TYP OF 4 'i 912 1.50 I i� o 1� I RELOCATED EXISTING CASES KEYNOTES M/D REACH -IN 1.50 24" STAINLESS STEEL BOLLARD, 4" OD PROVIDED BY OWNER. PROTO: 1.51 32" STAINLESS STEEL rBOLLARD, 4" OD PROVIDED BY OWNER. I 1.54 FLOOR MOUNTED RAILING PROVIDED BY OWNER. I GENERAL ..SHEET NOTES 1. ALL PLAN DIMENSIONS ARE FACE OF STUD OR WITH MISTERS I MASONRY UNLESS NOTED OR SHOWN OTHERWISE. Qom 2. ALL STUD WALLS SHALL BE FIRE RETARDANT WOOD OR METAL STUDS AT 16" OC UNLESS NOTED OTHERWISE. 3. REFRIGERATION CONTRACTOR SHALL FURNISH PAINT AND INSTALL STAINLESS STEEL TRIM TO BULKHEAD CLOSE ANY GAPS THAT ARE LEFT BETWEEN P14 THE END CASES AND LONG CASE RUNS AFTER THE CASES ARE SET IN THEIR FINAL POSITION. o 4. REFRIGERATION PIT DIMENSIONS ON PLAN ARE INSIDE CLEAR DIMENSIONS; SPOT ELEVATIONS INDICATE LEVEL OF BOTTOM MOST POINT OF � PVC PIPE WHERE IT CONNECTS TO A w CONCRETE PIT; PVC PIPE TUNNELS TO SLOPE NEW DOOR AND FRAME DOWN TOWARDS RISERS AT 1" PER 20'-0' RUN. 5. DIMENSIONS OF REFRIGERATION CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED p4 0 PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE -PLANS ARE FOR LAYOUT OF OWNER -FURNISHED ITEMS ONLY - AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTOR BUILT ITEMS. R32:' NEW 4 R32: NEW 5 R32: NEW 5 R32: NEW 5 R32: NEW 4 R12E: NEW D/T DOOR REACH -IN DOOR REACH -IN DOOR REACH -IN DOOR REACH -IN DOOR REACH -IN COFFIN END1 FREEZER FREEZER FREEZER FREEZER FREEZER 1.51f-A;i TYP OF 4 0 POR [L-4LIK a I II IMEAT R12: NEW 12' I 1.54 D/T COFFIN I PREP TYP OF 4 'i 912 1.50 I i� o 1� I RELOCATED EXISTING CASES i d I !!FwE i �i MEAT -------° y HOLDING ° ° R12E: NEW D/T -Y ii COOLER ° COFFIN END 4 i ° TYP OF 4 I' w 1.50 R12E: NEW /T I °COFFIN END 1.51 i o I w RELOCATED EXISTING CASES I -------- M/D REACH -IN FREEZER PROTO: I I q- I i M/D REACH -IN FREEZER WITH MISTERS I i d I !!FwE i �i MEAT -------° y HOLDING ° ° R12E: NEW D/T -Y ii COOLER ° COFFIN END 4 i ° TYP OF 4 I' w 1.50 R12E: NEW /T I °COFFIN END 1.51 i o I w RELOCATED EXISTING CASES I -------- M/D REACH -IN --[FREEZER -------- ICE CREAM PROTO: I PROTO CYCLE: q- I i M/D REACH-INFREEZER M/D PRODUCE WITH MISTERS I TYP OF 4 ii X AFOOD i' EAFOO F EEZER I ii OOLER R, 0SED OOR _- I I II 1.54- ° R12: NEW 12' L/T COFFIN TYP OF 4 I - ` l 4 II RELOCATED EXISTING CASES I. -------- --- -------- M/D REACH IN -------- ICE CREAM PROTO: 192 PROTO CYCLE: q- DOCUMENT DATE: 02-06-09 M/D PRODUCE WITH MISTERS yn 7 I- - I II t. SEAFOOD -- _--FWFGA1.1 �P PREP �R12E: NEW OFFIN END l/- I �-` MERCHANDISE DISPLAY BY OTHER i I 9 A R14: 6'-0" I �`��� INSTALL FLOOR SEAFOOD CASE SUPPORTED LINTEL BEHIND SEAFOOD CASES GROCERY SALES CASES FURNISHED BY WAL-MART, F9_5 _0 INSTALLED BY REFRIGERATION CONTRACTOR. 1.54 R32: 3 DOOR VERIFY EXACT LOCATION OF CASES WITH f '" /// TYP OF 8 REACH -IN FREEZEF�.�`� WAL-MART CONSTRUCTION MANAGER PRIOR 1.50 TO STARTING CONSTRUCTION. (TYP) SEPARATE CONTRACTOR IS RESPONSIBLE FOR RE -SKIN ° 5 i I �i I� 0 OF EXISTING REFRIGERATED j 1 GA1.1 ioi I B CASES TO REMAIN / / i it R25: UNITIZED ,� 63'-92" i i °-- CONVERTIBLE PROMO ISLAND i I it A5.1 ❑ ❑ ti� 68'-101„ i it PRODUCE ' 15 BAKERY PREP I I ii °909 RACKS (619) `cq ' 1 ' NEW MOP SINK 116'-O , h / �, , • REF MEP EXTEND BULKHEAD i i. 0 TO NEW WALL. ; ; E MATCH EXISTING i i4'-0" H R25: UNITIZED 1.51 CONSTRUCTION i i HALF i CONVERTIBLE ._..-._._ _ _._.._.-.._.__-._.�. 41N ' WALL Eq - PROMO ISLAND �'� \�� 1.54 /� --------------------------- ---- ---- --- - \\ RRZ CAK DOOR % //� i 40047 7 i r ---- - - �.�`------------------------------------------ h --� ��` SHELVING ---------- ------------------------ -- � SERVICE � �---------- CONTRACTOR TO I I '� DELI �` ��` REUSE EXISTING II --------------- ----------------------------- q 901 PRODUCE PITS AND TUNNEL J,'� M/T CAKE `VCOOLER ---------i i------------ , q6 / ==== =�_ -_ ____ _ ______ _ 0 �� TAB�ESTE ; CASED OPENING _ CAKE , ti ----'- D A rT------------ ----, 4 DECORATING< n I I I1H 11 A6 935 i r` u Elm I I N i i DELI COOLER 4,_O„ .,H DELI BAKERY HALF WALL 169_0„ 90601 1 01 ii PREP A M BAKERY n902 I I FREEZER i DELI ii FREEZER u LZZM 7 M l l BAKERY COOLER FRON T GROCERY PLAN 1/80' 1'-0" GA010-001 I dJ 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 - Fax: 479.636.1209 William Douglas Burley Florida License No AR91919 Barry L. McNeill Florida License No AR0016653 w in Ld � �FZw �io�w in � �ZwF �w LAIJ 5060 _j a' ®Q io¢g�w�UnaBw � �z a �w"Fo°� o �G'ao��oaacC�wz°=�1a vc�a�Wzg I wcX���a�wcaa0z g0o�ovo zop6 ��3~w9 19 owo¢~��N Xn'n�ZIa nzDaw2 ISSUE BLOCK RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09--09 DOCUMENT DATE: 02-06-09 7 Qom Q �Q � �LYo W Q o � w p4 0 IN CHECKED BY: OF NN 016853 FEB 0 9 2009 RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09--09 DOCUMENT DATE: 02-06-09 FRONT GROCERY FLOOR PLAN' o LU a E V)v CHASE WALL HEIGHT TO BOTTOM OF JOISTS; COORDINATE CLOSING OF CHASE WITH REFRIGERATION CONTRACTOR (BY GC) PIT COVER TO ACCEPT VCT, TILE, OR FLOORING; TO MATCH ADJACENT SCHEDULE 40 PVC REFRIG TUNNELS; TOP OF PVC VARIES WITH 1" PER 20' SLOPE DOWNWARD FROM REFRIGERATION PIT EXIT TO REFRIGERATION RISER PIT ENTRANCE; BY GC --7 RFF PIAN REFRIGERATION PIPING (REFER TO REFRIGERATION PLANS); BY RC 3 5/8" METAL STUD BOX BEAM TO SPAN PIT OPENING; BY GC 1— #4 CONT. AROUND OPENING; BY GC DOWEL WITH #4X14" ® 24" EPDXY 4" INTO EXISTING WITH HILTI HYISO. (TYP); BY GC 100'-0" FINISH FLOOR —III -1 I Ii�FELI =1 11=1 11==111= =1� I-==1 I I— PREFAB FIBERGLASS ACCESS PIT — AND ANCHORING ASSEMBLY INSTALL PER INSTRUCTIONS. MODEL ADL, MFR — CRAIG MFG., EPHRATA, PA (717) 733-1412; BY GC 00 R�T IGERATIO1 GA011-010 NOTE: THIS DETAIL ONLY OCCURS IN THE GROCERY SERVICE AREAS: PRODUCE, DELI PREP, DELI UTILITY, BAKERY, BAKERY UTILITY UTILITY, FOOD SERVICE, AND SEAFOOD PREP IF APPLICABLE). ' 1/2" MOISTURE RESISTANT 1/2 MOISTURE GYPSUM BOARD RESISTANT GYPSUM BOARD 1/2" x 10" H CEMENT 1/2" x 10" H CEMENT BOARD BOARD 0 \ 4" BUILDING TAPE FULL STEEL TRACK HEIGHT OF WALL AND 4" BUILDING TAPE FULL \ / ALL VERTICAL WALL BOARD JOINTS HEIGHT OF WALL AND ALL VERTICAL WALL BOARD JOINTS SILL SEALER SILL SEALER REF SPEC INSIDE CORNER REF SPEC SECTION 09655 OUTSIDE CORNER SECTION 09655 TYPICAL BOTH SIDES :t 3 1/2" SILL SEALER SELF ADHERED TO CONCRETE FLOOR AND CEMENT BOARD FRP ON MOISTURE RESISTANT GYPSUM BOARD TO MATCH ADJACENT 10"Hx1 /2" CEMENT BOARD POLYURETHANE SEALANT (REF SPECS) COVED QUARRY BASE IN LATEX MORTAR BED (MATCH ADJACENT) SILL SEALER SECTION 6 WA L L DETAIL 1 1 /2"=1'-0" METAL STUD LINTEL. REF 1—A6 -6" DOUBLE METAL STUD JAMB FINISHES TO MATCH EXISTING 6" METAL BOTTOM TRACK 8-1/2" METAL TRACK. ATTACH TO ADJACENT EXISTING STUDS. REMOVE EXISTING FINISHES TO ALLOW STUD TO STUD CONNECTION EXISTING STUD PARTITIONS 5 JAMB ODETAIL 1— #4 CONT. AROUND OPENING; BY GC—\ 4'-0" SCHEDULE 40 PVC REFRIG TUNNELS; SET TOP OF PVC AT 4" BELOW FF AND SLOPE DOWN 1" PER 20' TOWARDS RISERS; REF SPOT ELEVATIONS ON Al; BY GC DOWEL WITH #4X14" 0 24" EPDXY 4" INTO EXISTING WITH HILTI HYISO. (TYP); BY GC •• o g ••To- -� PREFAB FIBERGLASS ACCESS PIT 111�IIIIII—III — — — — AND ANCHORING ASSEMBLY INSTALL PER INSTRUCTIONS. MODEL ADL, MFR CRAIG MFG., EPHRATA, PA (717) 733-1412; BY GC REFRIGERATION PIT 1" = 1'-0" GA011-009 NOTE: THIS DETAIL ONLY OCCURS IN THE GROCERY SERVICE AREAS: PRODUCE, DELI PREP, DELI UTILITY, BAKERY, BAKERY UTILITY, UTILITY FOOD SERVICE AND SEAFOOD PREP IF APPLICABLE). 1/2" MOISTURE RESISTANT 1/2" MOISTURE GYPSUM BOARD RESISTANT GYPSUM BOARD \ 1/2" x 10" H CEMENT 1/2" x 10" H CEMENT BOARD BOARD 4" BUILDING TAPE FULL STEEL TRACK HEIGHT OF WALL AND 4" BUILDING TAPE FULL ALL VERTICAL WALL BOARD JOINTS HEIGHT OF WALL AND ALL VERTICAL WALL BOARD JOINTS SILL SEALER SILL SEALER ORNER REF SPEC INSIDE CORNER REF SPEC SECTION 09655 OUTSIDE CSECTION 09655 1/2" GYPSUM BOARD SEALANT BASE REF FINISH SCHEDULE 4"x1 /2" CEMENT BOARD SEALANT NON PREP AREA 6 WALL C 1 1/2"=l'—O" 3 1/2" SILL SEALER SELF ADHERED TO CONCRETE FLOOR AND CEMENT BOARD FRP ON MOISTURE RESISTANT GYPSUM BOARD TO MATCH ADJACENT 10"Hx1/2" CEMENT BOARD POLYURETHANE SEALANT (REF SPECS) COVED QUARRY BASE IN LATEX MORTAR BED (MATCH ADJACENT) SILL SEALER F OD PREP AREA TAILSECTION UMN AND 'R 18" METAL RM PILASTER. XISTING . REMOVE 3HES TO TO STUD MATCH JACENT STER. TTOM TRACK VIATCH 6" DOUBLE METAL STUD JAMB METAL STUD LINTEL. REF 1—A6 TRENCH• BELOWBOTTOM OF FILL WITH GRANULAR MATERIAL; BY GC „ r 4, PVC TUNNELS; kT •r • PVC . SET EMS CONDUIT AT BOTTOM 4" BELOW FIN. FLR. AND SLOPE OF TRENCH REFER TO TT M DOWN 1 " PER 20' TOWARDS ELECTRICAL PLANS; RISERS; BY GC BY GC DOWEL ELECTRICAL CONDUIT FOR EPDXY 4" INTO EXISTING WITH REFRIGERATED . ,r CASES r HYISO. r .); [ HILTI BY GC 100,_- a,..,«�► ��.:i► itis � w w ,r FINISH FLOOR +� fir' �� �� `� '�,'.�I,(►'1 �"�• CREFRIGERATION TRENCH DETAIL i.'�f�''-`f.,.!+`t`«.!r`t'`�i�`t�-"1`�+�t`.�.!r`t`�'r`Y',r�Y Ilk 2p—O to • • • "• ••: REMOVE I CEILING G AS REQUI SIDE OF 1 1/2" GYP METAL ST OC. MATC WALL FINI METAL ST REF 1—AE JAMB BEI BASE TO NOT AT SIM i I TO 1'-0" I IG HEIGHT CEILING LLATI ON 1/2" SOLID SURFACE CAP WITH ROUND EDGES EID CONTINUOUS SEALANT EACH SIDE REF 1—A6 3/4" PLYWOOD CAP MATCH EXISTING WALL FINISHES ON EACH SIDE 6" TOP AND BOTTOM PLATES 6" METAL STUDS EXISTING FLOORING REF 6B—GA1.1 WALL SECTION 7 =1'-0" :TURE NG REFRIGERATED CASE PAN HEAD SHEET METAL SCREWS AT " OC 25 GAUGE SS OR ALUMINUM TRIM WITH MIN 1/4" RADIUS COVED EDGE BY REFRIGERATION CONTRACTOR-- CONT SILICONE SEALANT EXISTING FLOORING----, 4 JAMB DETAIL. n SECTION, AT BAKERY RACKS2 SECTION AT NON -SERVICE SEAFOOD. (1 CASE TRIM DETAIL 1-1/2" = l'—O" 3 1/2" = 1 0-000 GAO14-008' 1/2"_ — cn014oox 39# lo—O" Gnoin aoi 710 West Roselawn Drive Rogers; Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Burley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W W Op ¢� U LL' s Ft:5 'SSR Ny © tt�p� UO¢6�� U In z3C�4 Z318 *:whpK- ��< o''0FcQ:>_5``0§ UW a_ 90 F- "IZatl005aafmU�zem how=Eoa s o DRAWN BY: a W i11 I I O 40%CD DOCUMENT DATE: 02-06-09 3/4" PLYWOOD CAP MATCH EXISTING WALL FINISHES ON EACH SIDE 6" TOP AND BOTTOM PLATES 6" METAL STUDS EXISTING FLOORING REF 6B—GA1.1 WALL SECTION 7 =1'-0" :TURE NG REFRIGERATED CASE PAN HEAD SHEET METAL SCREWS AT " OC 25 GAUGE SS OR ALUMINUM TRIM WITH MIN 1/4" RADIUS COVED EDGE BY REFRIGERATION CONTRACTOR-- CONT SILICONE SEALANT EXISTING FLOORING----, 4 JAMB DETAIL. n SECTION, AT BAKERY RACKS2 SECTION AT NON -SERVICE SEAFOOD. (1 CASE TRIM DETAIL 1-1/2" = l'—O" 3 1/2" = 1 0-000 GAO14-008' 1/2"_ — cn014oox 39# lo—O" Gnoin aoi 710 West Roselawn Drive Rogers; Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Burley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W W Op ¢� U LL' s Ft:5 'SSR Ny © tt�p� UO¢6�� U In z3C�4 Z318 *:whpK- ��< o''0FcQ:>_5``0§ UW a_ 90 F- "IZatl005aafmU�zem how=Eoa ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: a W C: ? � 192 O 40%CD DOCUMENT DATE: 02-06-09 w O W LLJ © QO V co C� W ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: JM PROTON 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 GROCERY DETAILS SHEET: GA1. 1 SECTION AT 1 NON-SERVI( 6 1/2"=l'—O" EAFOO[ GA030-006 41 SECTION AT BAKERY RACKS EXISTING CEILING 5 SECTION AT DELI BULKHEAD 1" = 1'-0" GA030-005 EXISTING METAL STUDS EXISTING O)-, BULKHEAD _ , --------- -r --_--- - L. o I i I I I I I I I 1 I I I I I I I REFRIGERATED CASE BY WAL—MART I I I II , BULKHEAD AT CASE 1/20#=1#—O" GA030-003 FRONT GR 1 1 /8" = 1 Y WALL FINISH PLAN GA012-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 L) 8 � �_ (n WO S .may Wp L z�QLL�a3 Qao5 00 �V),3oa pw�' X.Z<<�`w��zo wo N agQ QN4Q(W�b x w �t x O 3:0 Laaoa�''�a -< o LUM Qmc>i3OK V Wzc�w �N oaD WEE zaw< ,2 F -71U O0 N MEWddM a � w Ca► Q 0 a O©94 PO ry 0 O� I V) CQ � w z 0 CHECKED BY: RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 •.OF.F�® �* 3 od. 'RED ASG FE GROCERY INTERIOR FINISH PLAN AND DETAILS 0 DAIRY COOLER WALL BY KYSOR PANEL SYSTEMS (TYP) ALL COOLER BOX MODIFICATIONS TO BE 0 PERFORMED BY KYSOR PANEL SYSTEMS AFTER REMOVAL OF EXISTING VCT ° FLOORING, RESEAL CONCRETE MANAGEMENT OFFICE 175 / A 9-A5.1 3-GA2 r gyp' 0 NEW MOP SINK 2-A900 REF MEP III - 1_7 I I I I I I I I I I 1 -1-1, 1 j I ----------- M/D DAIRY ° -_ - -- - -- - -- -- -_ -- -_ _- -- -- __ _- -- _- _- --- ------- - ------------ 20 ------ - 20 GLASS DOORS WITH GRAVITY FEED 0� 0 RACKS FURNISHED BY WAL-MART ,�. INSTALLED BY KYSOR PANEL SYSTEMS 2-GA2 EXTEND EXISTING BULKHEAD AND SOFFIT. MATCH EXISTING CONSTRUCTION AND FINISH PAINT COLOR TO MATCH EXISTING R07: NEW R12E: NEW M/T 1.54 i + ❑ ❑ M/T DAIRY COFFIN END ° REFRIGERATION i ri 0 REFRIGERATION PIT REF + i >- A3 RISER PIT REF - 10-GA1.1 ° 3'-p» ° SLOPE 3'-0" 9--GA1.1 C041 00 -., — TYP OF 4 R12E: NEW M/T 16'-104" R41: NEW 12' M/D BEER COFFIN END ++ R07: NEW 12' ALCOVE p M/T M/D DAIRY r914 1.54 z R12E: NEW M/T i i ° COFFIN END I ' i R12: NEW 8' M/T COFFIN—` FWE +i R12E: NEW M/T COFFIN END R41: NEW 12' ° T.._.._- ++ M/D BEER o ++ + R07: NEW 12' 1.51 TYP 4 + M/T M/D DAIRY i R41: NEW 12 + M/D BEER R12E: NEW M COFFIN END i 1.54 I 11w 03 3 -p16' -104"i SLOPE 100 ❑ ❑ — +i SLOPE TUNNEL R12: NEW 1 PER 20M/T COFFIN- (TYP) ° i i GROCERY I I ii FREEZER 1.5Q + + + TYP OF 4 R12E: NEW M/T _._._._ _.._.-.J_ COFFIN END REFRIGERATION RISER PIT REF35,-p1» 1.51 i+ 10-GA1.1 4 TYP OF 4 + I+ ii 0 FIRE COORIDOR 918 �C a C 0 0 0 STOCKROOM 923 0 �1 DA�1��CQ�OLLER��IEV�AT�l 2 REAR GROCERY 1/8" = 1' - PLAN GA020-001 EDC #2 122 -PLUMBING/ MECHANICAL 917 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W W U. a K c=062 F_ cc � w In — NNF jUw�iE�3i O'Ko :56H Z�Nwo © alloraza Oa�c�ww?Doo�"pu��zaa`�Ma —! Q 0 b5h1w>c�r �N§ LLJ CL �0 Quo E5wz�m F- D zW�-aw oaGQo} � � c�io a��aa600_2 F BLOCK CHECKED BY: RF/SW DRAWN BY. AHM PROTO: PATCH AND REPAIR SALES PROTO CYCLE: R12E: NEW M/T DOCUMENT DATE: 02-06-09 FLOOR AS REQUIRED TO COFFIN END INSTALL NEW FIXTURES AND PLUMBING. MATCH EXISTING i 1.54 �+ U FLOOR TYPE, COLOR, AND FINISH R12: NEW 8' _-A M/T COFFIN — ­`1 SILL RUNNER CHANNEL0. ° �- -T ICE CREAM FREEZER b-- — R12: NEW 8' i M/T COFFIN I I i 0 0 SECTION &3+ AT DAIRY COOLER 0 1/2" = 1'-0" GA020-003 R12E: NEW M/T - +i COFFIN END i + ° E3❑ TYP .1.51 OF 4 +; 11 13 ° �+ 0 R12E: NEW D/T + + COFFIN END 1.54 i ii 0 o 0 I � _ +i o a 0 ii MEAT AND 0. o — — — — — ++ DELI COOLER NEW EXISTING R12: NEW 12' D/T COFFIN i ii I UJ EXISTING BULKHEAD i i i i7WELLJ o ++ LL- % p % % � R12E: NEW D/T ii P p COFFIN END �1 DA�1��CQ�OLLER��IEV�AT�l 2 REAR GROCERY 1/8" = 1' - PLAN GA020-001 EDC #2 122 -PLUMBING/ MECHANICAL 917 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 W W U. a K c=062 F_ cc � w In — NNF jUw�iE�3i O'Ko :56H Z�Nwo © alloraza Oa�c�ww?Doo�"pu��zaa`�Ma —! Q 0 b5h1w>c�r �N§ LLJ CL �0 Quo E5wz�m F- D zW�-aw oaGQo} � � c�io a��aa600_2 F BLOCK CHECKED BY: RF/SW DRAWN BY. AHM PROTO: 192 PROTO CYCLE: 01--09-09 DOCUMENT DATE: 02-06-09 .� •y YN �•.�iQ co ' . FEB 0 9 2009 REAR GROCERY FLOOR PLAN SHEET: GA2 v 0) w 3� 0-0 � N 0 O -J 0 �i Y) a�c v 0� 0 0 N wE Cnz:1 dj U 0 a� o � U d- 0 y=1 Q 3: 0 Q v N r7 66o M 0 0 1 0 00 \o LO 04 \X N X X o00 IW— o Zj CLL di FACE OF EXTERIOR WALL 2 CLEAN > 4" STAR 4„ a TANK v �� � 4" DIAMETER PIPE BOLLARD TYPICAL BOLLARD LOCATIONS 9 — "2L 1'-0' SECTION )ETAILS. GAD21-004 ROUND OFF TOP 4" DIAMETER PIPE BOLLARD, FILL WITH CONCRETE. CORE DRILL FLOOR SLAB THEN HAND AUGER THERAFTER. BOLLARDS TO BE INSTALLED AFTER TANK IS INSTALLED ADD PLASTIC YELLOW BOLLARD COVER. REF SPECS CONCRETE FLOOR SLAB 8" DIAMETER CORE DRILL CONCRETE FILL FACE OF 2'-0" EXTERIOR WALL-)lMIN 11 REFER TO MEP SHEETS a W FOR PIPING AND CLEAN VENTING INFORMATION 01-09-09 STAR STAINLESS STEEL WOOD TWO INDEPENDENT VENTS TANK > THAT HAVE TO BE Q © ¢ PLUMBING DTL. DO NOT 3'-6" a V � IN. w •� Uj >[if - 0 U 0 3/4" FIRE = I O 1,0 o0 o 0 o¢ I- I' 5'=10" CLEAR SPACE REQUIRED CLEARANCES - CLEANSTAR TANK z1 TANK LOCATION DIAGRAMS. J Oft Gpoxi aw LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS OR ROOF -TOP UNITS REFER TO MEP SHEETS FOR PIPING AND \ VENTING INFORMATION nu VENT BRACKET AT WALL WITH GUTTER --LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS Y ZZ? = wo0wQ MIN. 01 0.I a x 0 N W ¢ r" REFER TO MEP SHEETS FOR ROUTING AND INSTALLATION OF BALL VALVE AND EVACUATION LINE PROVIDE FIRE RETARDANT BLOCKING FOR a, SPACER BETWEEN WALL AND TANK. ANCHOR BLOCK TO WALL AS REQUIRED. REF. TO SPEC 06100, AND 5-GA2.1 PROVIDE (2) 3"X26 GA STANDARD STEEL STRAPS MINIMUM AROUND TANK IN TOP AND BOTTOM THIRDS IN SUITABLE LOCATIONS d (MINIMUM 4" FROM CONTROLS). ANCHOR STRAPS SECURELY TO CMU WALL WITH (1) 1/2" DIA X 2" MINIMUM EMBEDDED HILT[ HY-20 WITH 2"x2"0/16" WASHER (SIMPSON BP1 /2) AT EACH END OF STRAP in z gw X OR �w I w cc Z PROVIDE FIRE RETARDANT BLOCKING DIRECTLY BELOW :-2 - A j STRAPPING FOR SPACER BETWEEN WALL AND TANK. 3'-6 3/8" ANCHOR BLOCKING TO WALL AS REQUIRED. REF. SPEC 06100, AND 5-GA2.1 PREFERRED VENT PIPING. 2 NTS GA021-002 CUT NOTCH IN MATCH RF/SW REFER TO MEP SHEETS a W FOR PIPING AND 192 VENTING INFORMATION 01-09-09 CLEANSTAR TANK HAS STAINLESS STEEL WOOD TWO INDEPENDENT VENTS DRAIN PIPE TO THAT HAVE TO BE INSTALLED AS REF. IN p=, PLUMBING DTL. DO NOT 0 o MANIFOLD OR CAP. � 2 LAYERS OF �X Z 0 •� Uj >[if - 0 w L`3 3/4" FIRE ow o X ~ W Q o 0 o¢ O I CL w PLYWOOD. PLYWOOD Q n. X I Y0 LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS OR ROOF -TOP UNITS REFER TO MEP SHEETS FOR PIPING AND \ VENTING INFORMATION nu VENT BRACKET AT WALL WITH GUTTER --LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS Y ZZ? = wo0wQ MIN. 01 0.I a x 0 N W ¢ r" REFER TO MEP SHEETS FOR ROUTING AND INSTALLATION OF BALL VALVE AND EVACUATION LINE PROVIDE FIRE RETARDANT BLOCKING FOR a, SPACER BETWEEN WALL AND TANK. ANCHOR BLOCK TO WALL AS REQUIRED. REF. TO SPEC 06100, AND 5-GA2.1 PROVIDE (2) 3"X26 GA STANDARD STEEL STRAPS MINIMUM AROUND TANK IN TOP AND BOTTOM THIRDS IN SUITABLE LOCATIONS d (MINIMUM 4" FROM CONTROLS). ANCHOR STRAPS SECURELY TO CMU WALL WITH (1) 1/2" DIA X 2" MINIMUM EMBEDDED HILT[ HY-20 WITH 2"x2"0/16" WASHER (SIMPSON BP1 /2) AT EACH END OF STRAP in z gw X OR �w I w cc Z PROVIDE FIRE RETARDANT BLOCKING DIRECTLY BELOW :-2 - A j STRAPPING FOR SPACER BETWEEN WALL AND TANK. 3'-6 3/8" ANCHOR BLOCKING TO WALL AS REQUIRED. REF. SPEC 06100, AND 5-GA2.1 PREFERRED VENT PIPING. 2 NTS GA021-002 CUT NOTCH IN MATCH RF/SW BLOCKING AS TANK WIDTH a W ASSEMBLE BLOCKING WITH 192 REQ'D FOR 2" 02'-0" 01-09-09 DOCUMENT DATE: STAINLESS STEEL WOOD DRAIN PIPE TO SCREWS. REF SPEC 06100 p=, PASS THROUGH �I1 1>-0„ Mi � 2 LAYERS OF '0 •� 3/4" FIRE 3" w L`3 3/4" FIRE W o RETARDANT Q RETARDANT O I PLYWOOD. PLYWOOD RADIUS I I 3/4" FIRE 1 3" x 26 GA METAL RETARDANT PLYWD STRAPPING. BRACE AT EA END ATTACH TO WALL (2 LAYERS) PER 2-GA2.1 3/4" FIRE LOCATE ONE BLOCKING ASSEMBLY AT RETARDANT PLYWOOD PLATE. SECURE TO EACH STRAPPING POINT W/HORIZONTAL WALL WITH MASONRY PORTION OF BLOCKING TO RUN SCREWS AT 4" OC PARALLEL TO STRAPPING AT TOP AND BOTTOM BLOCKING DETAILS. NTS GA021-005 REFER TO MEP SHEETS FOR ROUTING AND INSTALLATION OF BALL VALVE AND EVACUATION LINE 4" STEEL PIPE BOLLARD. REF 4-GA2.1 TYP OF 2 MG21 FCADDY7 L- - - -� O NOTE: CONTRACTOR TO COORDINATE FINAL LOCATION WITH THE STORE MANAGER AND/OR STORE PLANNING FLOOR PROJECT MANAGER. DELI WASTE IL R Y TANK. GA021-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016W3 wW 0 :D yzWF= 0 <zLn LLI BF- 1--2s zww zw dd FF- JOpN�4Nw 0' ���d WJWUrZEF- F- 0 aU �c�Qzao�=or- ©_ 3W�g�ogW��'Waod i— d Kwz nz wO O"lUl+-WU�WZUW ly 0 gL'�i0j�waz$Wam 1"" nvwi��i¢3rrl''nw�o04 (n �� ocna�aKaawoa� toll RF/SW DRAWN BY: a W cal, CM 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 CD p=, N � W '0 •� o Z w L`3 W o Q p. O I Z G4 O ISSUE BLOCK CHECKED BY: RF/SW DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 N •' •.'�® 116- i�*' : = a ow1 D p FEB 0 9 2009 DELI WASTE I OIL TANK SHEET: GA2,1 e CL m ai ON M N 3 J SPACING FOR BRIDGING (2) 6"x18 GA LINTEL WITH 6"x16 GA CONTINUOUS TRACK TOP AND BOTTOM. ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC. REF ARCH FOR CONNECTION I---{ PROVIDE CONTINUOUS 16 GA 1 1/2" - U CHANNEL ON TOP OF CEILING JOISTS AT FRONT AND BACK WALLS. ATTACH TO EACH CEILING JOIST AND WALL STUD WITH (1) #10 TEK SCREW. ATTACH TO EACH DBL CEILING JOIST CHORD WITH A TOTAL OF (4) #10 TEK SCREWS C8x1 1/422 GA STUDS AT 24" OC. PROVIDE BRIDGING AT 48" OC 1/2" GYPSUM BOARD ON 1/2" PLYWOOD - SUBSTRATE (MINIMUM PS 2 SHEATHING WITH EXPOSURE I GRADE). ATTACH PLYWOOD TO STUD WALLS WITH A MINIMUM NO. 8, FLAT -HEAD SELF -DRILLING TAPPING SCREWS AT 6" OC ALONG THE PANEL EDGES, AND 12" OC IN THE FIELD PROVIDE DOUBLE JOIST STUDS EACH - SIDE AND BACK SIDE OF CHASE. ATTACH STUDS TOGETHER WITH (2) #2 SCREWS AT 16" OC C6x1 5/8"x18 GA METAL STUDS AT 24" OC EQUAL EQUAL EQUAL EQUAL 6-S3 BELOW OH SLIDE EILING Jo EACH OF TUk STEEL REF 5-S3 FOR TUBE JOIST ATTACHMENT TYP 5/8" PLYWOOD STRUCTURAL PANELS (PS 1 WITH EXPOSURE I GRADE, MIN). ATTACH PLYWOOD TO CELING JOISTS WITH A MINIMUM NO. 8, FLAT -HEAD SELF -DRILLING TAPPING SCREWS AT 6" OC ALONG THE PANEL EDGES, AND 12" OC IN THE FIELD (3) C12x2"x12 GA LINTEL WITH 6"x16 GA 14 CONTINUOUS TRACK TOP AND BOTTOM ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC (2) 6"x18 GA LINTEI��WITH 6"x16 GA CONTINUOUS TRACK TOP AND BQTTOM. ATTAC, TRACK TO NTEL WITH 2 SCREWS AT 16" OC. I REF ARCH FpR ONNECTION II II 0 I - 00 I - (2) 6"x18 GA LINTEL WITH 6"x16 GA I CONTINUOUS TRACK TOP AND BOTTOM. ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC. REF ARCH FOR CONNECTION I II C8x1 5/8"x16 GA -A METAL STUDS (LOWER) AT 24" OC (2) CEILING JOISTS ON SIDEWALLS TYP 5-S3 6-S3 BELOW I CEILING JOIST EACH I SIDE OF TUBE STEEL SUPPORT LINTEL ON (2) - C6x1 5/8x18 GA BOXED JAMB. ATTACH LINTEL TO EACH JAMB STUD WITH (12) #10 TEK SCREWS MINIMUM EACH END OF LINTEL ---- REF 4-S3 FOR CHASE DETAILS -- PROVIDE CLEAR OPENING IN CEILING JOIST I I FRAMING AS SHOWN C6x1 5/8"x18 GA STUD EACH SIDE OF OPENING I TO SUPPORT CEILING n STUDS. ATTACH STUDS WITH 16 GA CLIP ANGLE WITH (3) #10 TEK 6'-0" t) SCREWS IN EACH LEG DIM VARIES DEPENDING ON PROTO FOUNDATION SUBSURFACE PREPARATION UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 9 INCHES BELOW FINISHED CONCRETE ELEVATION WHEN USING A 6 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS OVER 3 INCH OF GRANULAR MATERIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. STRIP ALL UNSUITABLE SURFACE MATERIALS INCLUDING SURFACE VEGETATION, ORGANIC TOPSOIL, ROOTS AND ANU UNSUITABLE SURFACE SOILS FROM THE CONSTRUCTION AREA. THESE MATERIALS SHALL BE WASTED FROM THE SITE OR USED AS TOPSOIL IN LANDSCAPE AREAS. ANY ANTICIPATED FOUNDATION, FLOOR -SLAB, OR FILL AREA SHALL BE DENSIFIED AND THEN PROOF ROLLED TO DETERMINE IF ANY UNSTABLE SOIL CONDITIONS EXIST. SURFACE DENSIFICATION AND PROOF ROLLING SHALL BE PERFORMED AFTER ANY REQUIRED EARTHWORK CUTS ARE MADE AND PRIOR TO FILL PLACEMENT. ANY UNSUITABLE AREAS SHALL BE UNDERCUT AND REPLACED WITH COMPACTED STRUCTURAL FI LL. STRUCTURAL FILL PLACED IN THE BUILDING AREA SHALL BE COMPRISED OF INORGANIC, NON -PLASTIC GRANULAR SOILS WITH LESS THAN 10 PERCENT FINES PASSING THE #200 SIEVE. THE FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). THE MOISTURE CONTENT SHALL BE CONTROLLED TO AT LEAST PLUS OR MINUS 2 PERCENT OF OPTIMUM. THE FOUNDATION SYSTEM SHALL BE CONTINUOUS STRIP FOOTINGS AT WALLS AND ISOLATED SPREAD FOOTINGS AT COLUMNS. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. INFORMATION COVERED IN THIS PREPARATION SHALL GOVERN OVER THE CONTRACT SPECIFICATIONS. REFER TO THE WORK SPECIFICATIONS AND THE GEOTECHNICAL REPORT PREPARED BY UNIVERSAL ENGINEERING SCIENCES DATED APRIL 12, 2001, UES PROJECT NO. 70080-010-01, AND REPORT NO. 163635 FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION. rn I I w U a_ V) J ¢ cy Lu 00 m i 48'-0" 0�� PARTIAL 3 ix = 1' 13 12 Y 14'-8" 19'-4" 14'-8" 19'-4" 14'-8" '-8" 6'-0" '-8" 6,-0" I 0 I 0 0 G.3 - PARTIAL FRAMING PLAN 1/8" = 1'-0" 0 -- FINISHED FI 100'-0" M REMOVE Af SLAB/PAVII TO PLACE 0 I d - EMBED (3) 8" INTO EX o WITH INJEC TYP (2) LO F G.3 - Y 14'-8" ,-8" 6'-0" '-8" 6,-0" I I PROTO: 192 CONCRETE LAP SPLICE (INCHES) I I I (INCHES) BAR f'c = 3000 si f'c = 500psi IL� I REF 4-S1 FOR PHARMACY OQR EL = SIZE TOP FRAMING BELOW, REF ARCH TOP OTHER TCH EXISTING FOR EXACT LOCATION 2 3/4" 3" 3 13/16" II II II REPLACE 17 20 REF 3-S3 FOR REQUIRED 6-S2 I G AS REQUIRED EW FOUNDATION 2-S2 2-S2 JOIST MODIFICATION DETAIL, V) F-�t 4 co TYP (2) LOCATIONS II II OH 21 23 17 25 25 25 5 36 28 33 26 28 22 (n II 1-S3 II 31 6 x ( TYP I� 40 =- -- w -- - ------------ ---- ---- 82 TYP -- ------------- I S ING FOOTING 48 IqN ADHESIVE, --- ---- NEW ATI O I- 38 115 104 79 8 72 RTU -12 1 66 1 51 56 II I 1 149 I 5 TON II CMU, ERICO LENTON MECHANICAL COUPLERS SPLICE, UNO. I rr lj I LINE OF CHASE BELOW, REF 4-S3 II II II II II II 14'-7" DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT, THE CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION TO THE EXISTING STRUCTURE AND CONTENTS. AS A MINIMUM: -REMOVE COMBUSTIBLE MATERIALS FROM AREAS OF WELDING AND SPARKS. -PROVIDE FIRE PROOF BLANKETS AND SHIELDS TO CONTAIN SPARKS WHERE COMBUSTIBLE MATERIALS CANNOT BE REMOVED. -PROVIDE A FIRE SAFETY OBSERVER WITH A EXTINGUISHER ON BOTH THE ROOF AND -rlrhFIRE BELOW THE ROOF DURING WELDING NEAR THE ROOF STRUCTURE. 0�� PARTIAL 3 ix = 1' 13 12 Y 14'-8" 19'-4" 14'-8" 19'-4" 14'-8" '-8" 6'-0" '-8" 6,-0" I 0 I 0 0 G.3 - PARTIAL FRAMING PLAN 1/8" = 1'-0" 0 -- FINISHED FI 100'-0" M REMOVE Af SLAB/PAVII TO PLACE 0 I d - EMBED (3) 8" INTO EX o WITH INJEC TYP (2) LO F G.3 - Y FOUNDATION NOTES: 1. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2. REF ARCH FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR STOOPS. 3. DO NOT EXCAVATE UNDER ANY EXISTING FOUNDATIONS. 4. REF ARCH FOR OPENING LOCATION ABOVE FF. TOF EL = 98'-8" TYP (MATCH EXISTING) PROVIDE CMU CONTROL JOINT BETWEEN NEW WALL AND EXISTING WALL, TYP 6" CONCRETE UNREINFORCED OVER PROPERLY PREPARED SUBGRADE. REF FOUNDATION SUBSURFACE PREPARATION NS I �- NEW FENCE POST. REF ARCH FOR EXACT LOCATION. REF ---------------- 5-S2 FOR DETAILS, TYP - I EXISTING CANOPY TO I- - - I BE REMOVED I DOWEL ALL NEW SLAB TO EXISTING SLAB WITH 1/2" DIAx1'-4" SMOOTH DOWELS AT 24" OC. GREASE AND EXISTING TLE FOUNDATION EMBED ONE END 8" INTO EXISTING SLAB, UNO PARTIAL FOUNDATION PLAN 1/8" = 1'-0" DESIGN LOADS AND GENERAL NOTES DESIGN LOADS 1. BUILDING CODE 2007 FLORIDA BUILDING CODE 2. ROOF DEAD LOADS 12 PSF (MAX) 6 PSF (MIN) 3. ROOF LIVE LOADS 20 PSF (MIN) (OR SNOW LOAD) 4. SNOW A. GROUND SNOW LOAD, Pg 0 PSF 5. WIND A. BASIC WIND SPEED (3 -SEC GUST) 110 MPH B. CANOPY UPLIFT (GROSS) 1. INTERIOR ZONE 53.1 PSF 2. END ZONE 53.1 PSF 3. CORNER ZONE 84.1 PSF C. WIDTH OF END ZONE, a 13.3 FT 6. SEISMIC ZONE N/A GENERAL 1.1 STEEL FRAMING IS NON -SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 1.2 THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.3 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.4 EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF RECORD OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY. 1.5 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 1.6 CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL INTEGRITY AND STABILITY OF EXISTING STRUCTURE DURING DEMOLITION AND NEW CONSTRUCTION. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT STATE TO DESIGN TEMPORARY SHORING. 1.7 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL-MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF STEEL FABRICATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. FOUNDATIONS AND SLABS -ON -GRADE 2.1 FOOTING DESIGNS ARE BASED ON A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. CONTRACTOR MUST READ THE SOILS REPORT BY UNIVERSAL ENGINEERING SCIENCES DATED APRIL 12, 2001 AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" DESCRIPTION. THE FOUNDATION SUBSURFACE PREPARATION SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE, UNO. PROVIDE SAW CUT JOINTS AT 15'-0" OC MAXIMUM, UNO. 2.4 "CJ" INDICATES SAW CUT CONTROL JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. CONSTRUCTION JOINTS SHALL OCCUR AT CONTROL JOINT LOCATIONS AS REQUIRED. REF SPECIFICATION SECTION 03300. 2.5 PROVIDE (1) #4 BAR, 2'-0" LONG DIAGONALLY AT MID SLAB AT REENTRANT CORNERS WITHOUT A CONTROL JOINT. REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (f'c) AT THE END OF 28 DAYS SHALL BE 3,000 PSI, EXCEPT EXTERIOR CONCRETE WHICH SHALL BE 3,500 PSI. FOR ALL OTHER CONCRETE PROPERTIES, REF SPECIFICATIONS SECTION 03300. 3.2 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.3 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 3.4 ADHESIVE ANCHORS SHALL BE A307 THREADED RODS IN HILTI HY-150 OR SIMPSON ACRYLIC -TIE INJECTION ADHESIVE, UNO. EMBED INTO CONCRETE AS NOTED ON STRUCTURAL PLANS AND DETAILS. ALL ADHESIVE ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. WIDE FLANGE STEEL SHAPES: 50 KSI A992 B. STRUCTURAL STEEL TUBING: 46 KSI A500 GRADE B C. STRUCTURAL STEEL PIPE: 36 KSI A53 TYPE E, GRADE B D. BARS, PLATES, CHANNELS, AND ANCHOR BOLTS: 36 KSI A36 E. ANCHOR RODS: 36 KSI A36 F. HEADED STUD ANCHORS: 50 KSI A108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) G. ANGLE STEEL SHAPES: 36 KSI A36 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 -N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE, UNO. BOLTS USED FOR ERECTION ONLY ARE TO BE SNUG TIGHT. 4.3 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. USE HALF HEIGHT NUTS UNDER BASE PLATE WHEN STEEL COLUMN ANCHOR BOLTS ARE GREATER THAN 1 1/4" DIAMETER. PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER PLATE AFTER ERECTION. NON -SHRINK GROUT WHERE INDICATED ON PLANS SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 4.6 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNO (INCLUDING ROOF DRAIN OPENINGS). 4.7 ATTACH CURB ADAPTER TO EXISTING ROOF CURB WITH #12 TEK SCREWS AT 6" OC AROUND PERIMETER WHERE OCCURS. STEEL DECK 5.1 LONG SPAN CANOPY DECK CONNECTION TO STRUCTURAL STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC. LONG SPAN CANOPY DECK SIDELAP CONNECTIONS STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC, OR FOR DECK 18 GAGE AND THINNER, A BUTTON PUNCH AT 12" OC MAY BE USED INSTEAD OF SCREWS. MASONRY 6.1 HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C90, GRADE N, TYPE II. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'M) SHALL BE 1,500 PSI. 6.2 MORTAR SHALL MEET THE PROPERTY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. 6.3 GROUT SHALL MEET ASTM SPECIFICATION C476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 6.4 GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. 6.5 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 6.6 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND IS TO BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 6.7 WALLS SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED BY THE ROOF. 6.8 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATIONS SECTION 04220 FOR REQUIREMENTS. 6.9 CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. STRUCTURAL DESIGN IS BASED ON F'M = 1,500 PSI INSPECTED MASONRY. 6.10 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. 14'-8" ,-8" 6'-0" '-8" 6,-0" I I PROTO: 192 CONCRETE LAP SPLICE (INCHES) I I I (INCHES) BAR f'c = 3000 si f'c = 500psi IL� I 5000' psi OQR EL = SIZE TOP OTHER TOP OTHER TCH EXISTING OTHER 2 3/4" 3" 3 13/16" I REPLACE 17 20 16 6-S2 I G AS REQUIRED EW FOUNDATION 2-S2 2-S2 19 V) F-�t 4 29 22 OH 21 23 17 25 25 25 5 36 28 33 26 28 22 40 36 31 6 1 43 3-S2 40 =- -- =---- =--=.--- 26 82 TYP # x2'-0" DOWELS 7 S ING FOOTING 48 IqN ADHESIVE, 45 ATI O I- 38 FOUNDATION NOTES: 1. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2. REF ARCH FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR STOOPS. 3. DO NOT EXCAVATE UNDER ANY EXISTING FOUNDATIONS. 4. REF ARCH FOR OPENING LOCATION ABOVE FF. TOF EL = 98'-8" TYP (MATCH EXISTING) PROVIDE CMU CONTROL JOINT BETWEEN NEW WALL AND EXISTING WALL, TYP 6" CONCRETE UNREINFORCED OVER PROPERLY PREPARED SUBGRADE. REF FOUNDATION SUBSURFACE PREPARATION NS I �- NEW FENCE POST. REF ARCH FOR EXACT LOCATION. REF ---------------- 5-S2 FOR DETAILS, TYP - I EXISTING CANOPY TO I- - - I BE REMOVED I DOWEL ALL NEW SLAB TO EXISTING SLAB WITH 1/2" DIAx1'-4" SMOOTH DOWELS AT 24" OC. GREASE AND EXISTING TLE FOUNDATION EMBED ONE END 8" INTO EXISTING SLAB, UNO PARTIAL FOUNDATION PLAN 1/8" = 1'-0" DESIGN LOADS AND GENERAL NOTES DESIGN LOADS 1. BUILDING CODE 2007 FLORIDA BUILDING CODE 2. ROOF DEAD LOADS 12 PSF (MAX) 6 PSF (MIN) 3. ROOF LIVE LOADS 20 PSF (MIN) (OR SNOW LOAD) 4. SNOW A. GROUND SNOW LOAD, Pg 0 PSF 5. WIND A. BASIC WIND SPEED (3 -SEC GUST) 110 MPH B. CANOPY UPLIFT (GROSS) 1. INTERIOR ZONE 53.1 PSF 2. END ZONE 53.1 PSF 3. CORNER ZONE 84.1 PSF C. WIDTH OF END ZONE, a 13.3 FT 6. SEISMIC ZONE N/A GENERAL 1.1 STEEL FRAMING IS NON -SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 1.2 THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.3 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.4 EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF RECORD OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY. 1.5 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 1.6 CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL INTEGRITY AND STABILITY OF EXISTING STRUCTURE DURING DEMOLITION AND NEW CONSTRUCTION. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT STATE TO DESIGN TEMPORARY SHORING. 1.7 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL-MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF STEEL FABRICATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. FOUNDATIONS AND SLABS -ON -GRADE 2.1 FOOTING DESIGNS ARE BASED ON A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. CONTRACTOR MUST READ THE SOILS REPORT BY UNIVERSAL ENGINEERING SCIENCES DATED APRIL 12, 2001 AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" DESCRIPTION. THE FOUNDATION SUBSURFACE PREPARATION SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE, UNO. PROVIDE SAW CUT JOINTS AT 15'-0" OC MAXIMUM, UNO. 2.4 "CJ" INDICATES SAW CUT CONTROL JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. CONSTRUCTION JOINTS SHALL OCCUR AT CONTROL JOINT LOCATIONS AS REQUIRED. REF SPECIFICATION SECTION 03300. 2.5 PROVIDE (1) #4 BAR, 2'-0" LONG DIAGONALLY AT MID SLAB AT REENTRANT CORNERS WITHOUT A CONTROL JOINT. REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (f'c) AT THE END OF 28 DAYS SHALL BE 3,000 PSI, EXCEPT EXTERIOR CONCRETE WHICH SHALL BE 3,500 PSI. FOR ALL OTHER CONCRETE PROPERTIES, REF SPECIFICATIONS SECTION 03300. 3.2 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.3 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 3.4 ADHESIVE ANCHORS SHALL BE A307 THREADED RODS IN HILTI HY-150 OR SIMPSON ACRYLIC -TIE INJECTION ADHESIVE, UNO. EMBED INTO CONCRETE AS NOTED ON STRUCTURAL PLANS AND DETAILS. ALL ADHESIVE ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. WIDE FLANGE STEEL SHAPES: 50 KSI A992 B. STRUCTURAL STEEL TUBING: 46 KSI A500 GRADE B C. STRUCTURAL STEEL PIPE: 36 KSI A53 TYPE E, GRADE B D. BARS, PLATES, CHANNELS, AND ANCHOR BOLTS: 36 KSI A36 E. ANCHOR RODS: 36 KSI A36 F. HEADED STUD ANCHORS: 50 KSI A108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) G. ANGLE STEEL SHAPES: 36 KSI A36 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 -N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE, UNO. BOLTS USED FOR ERECTION ONLY ARE TO BE SNUG TIGHT. 4.3 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. USE HALF HEIGHT NUTS UNDER BASE PLATE WHEN STEEL COLUMN ANCHOR BOLTS ARE GREATER THAN 1 1/4" DIAMETER. PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER PLATE AFTER ERECTION. NON -SHRINK GROUT WHERE INDICATED ON PLANS SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 4.6 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNO (INCLUDING ROOF DRAIN OPENINGS). 4.7 ATTACH CURB ADAPTER TO EXISTING ROOF CURB WITH #12 TEK SCREWS AT 6" OC AROUND PERIMETER WHERE OCCURS. STEEL DECK 5.1 LONG SPAN CANOPY DECK CONNECTION TO STRUCTURAL STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC. LONG SPAN CANOPY DECK SIDELAP CONNECTIONS STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC, OR FOR DECK 18 GAGE AND THINNER, A BUTTON PUNCH AT 12" OC MAY BE USED INSTEAD OF SCREWS. MASONRY 6.1 HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C90, GRADE N, TYPE II. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'M) SHALL BE 1,500 PSI. 6.2 MORTAR SHALL MEET THE PROPERTY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. 6.3 GROUT SHALL MEET ASTM SPECIFICATION C476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 6.4 GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. 6.5 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 6.6 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND IS TO BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 6.7 WALLS SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED BY THE ROOF. 6.8 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATIONS SECTION 04220 FOR REQUIREMENTS. 6.9 CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. STRUCTURAL DESIGN IS BASED ON F'M = 1,500 PSI INSPECTED MASONRY. 6.10 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. 6 N 1 Z o � N �aWo z�� 000 Ussk�= 2 _j W N O U a O 00 C14 I U) 0 Nw W oz� Foa�Z� =)Ow -zwF ?2.xwwzo Li o ~� zxkozw �a '=oa�ow- a4 a jo N=z � w� �zaa-`JwoFzO O a� JaoFZ&�ajw 00 U `ln$ a a ON z ..SU0O�jOgww nx o_ w WO oa,OwWp I.zai aNOWtn�w�mpz ¢ $ap powNCw)W� N4 0OO2Omw0�wwWZw Nwz��owWoo0a'o FN oao�o xcezwm m Uovnao,daWod STEEL REI N F LAP SCHEDULE PROTO: 192 CONCRETE LAP SPLICE (INCHES) CMU LAP SPLICE (INCHES) BAR f'c = 3000 si f'c = 500psi f'c = 5000' psi CLEAR COVER TO CL OF BAR SIZE TOP OTHER TOP OTHER TOP OTHER 2 3/4" 3" 3 13/16" 3 22 17 20 16 17 13 19 19 19 4 29 22 27 21 23 17 25 25 25 5 36 28 33 26 28 22 40 36 31 6 1 43 33 40 31 34 26 82 75 57 7 63 48 58 45 49 38 115 104 79 8 72 55 1 66 1 51 56 43 1 165 1 149 1 112 NOTES: FOR #6 AND LARGER BARS IN MAY BE SUBSTITUTED FOR LAP CMU, ERICO LENTON MECHANICAL COUPLERS SPLICE, UNO. 6 N 1 Z o � N �aWo z�� 000 Ussk�= 2 _j W N O U a O 00 C14 I U) 0 Nw W oz� Foa�Z� =)Ow -zwF ?2.xwwzo Li o ~� zxkozw �a '=oa�ow- a4 a jo N=z � w� �zaa-`JwoFzO O a� JaoFZ&�ajw 00 U `ln$ a a ON z ..SU0O�jOgww nx o_ w WO oa,OwWp I.zai aNOWtn�w�mpz ¢ $ap powNCw)W� N4 0OO2Omw0�wwWZw Nwz��owWoo0a'o FN oao�o xcezwm m Uovnao,daWod go IISSUE BLOCK CHECKED BY: % 0 DRAWN BY: MCS PROTO: 192 © �7 01-09-09 DOCUMENT DATE: 02-06-09 00 � o b � O z LLJ 0 0 � ado o O o go IISSUE BLOCK CHECKED BY: TBJ DRAWN BY: MCS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 CARRIE J. JOHNSON ENGINEER OF RECORD LICENSE #66886 CERTIFICATE OF AUTHORIZATION #7027 PLANS AND GENERAL NOTES SHEET: S1 10 in rn Ln 0 0 y N 0 :E M R mCD 0 0 s I - REF ARCH FOR POST, TYP EXISTING PAVING, REF PLAN 12" DIA CONCRETE FILLED POST HOLE AT EACH POST SECTION A 3/4" = 1'-0" OST 2-0 #4x4'-0" DOWELS CMU BEYOND AT 16" OC (3 MIN) N REF CMU WALL REINF DIAGRAM REF PLAN EXTERIOR FINISH EXTERIOR FINISH GRADE, REF GRADE, REF CIVIL AND ARCH CIVIL AND ARCH 00 REF 3—S2 FOR ITEMS SHOWN BUT NOT NOTED. SLAB AT OPENING 3/4" = 1'-0" (1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND REF FDN PLAN TOF EL OI ­ 91 L3x3x1/4x0'-6" CLIP ANGLE. PLACE ANGLE AT MID -SPAN OF TUBE (ONLY REQUIRED IF SPRINKLER PIPES ARE INSTALLED) TOM EL 112 0 T.BOND REF ARCH FOR GUTTER 3/8"x0' -6"x0'-8" PLATE WITH 1/2" DIAx6"°HSA AT 16" OCn20 4„ 2„ BEAM. FULLY GROUT (1) COURSE BELOW BOND BEAM FOR ENTIRE LENGTH OF CANOPY 2-0 #4x3'-0" DOWELS O AT 6'-0" OC REF FDN PLAN FF EL e. iii -- SOLID GROUT ALL CELLS BELOW GRADE. LEVELING MORTAR BED BELOW FIRST COURSE (3) #5 CONT REF FDN PLAN TOF EL 0 " I 3" CLR 3" CLR 2'-0" (xCONT) EXTERIOR WALL FOOTING 3/4" = 1'-0" o-� CMU LINTEL SCHEDULE WIDTH W CLEAR SPAN REF FRAMING PLAN AND SPECIFICATIONS REINF 8" UP TO 6'-0" FOR CANOPY DECK. REF GENERAL NOTE 1 5 TOP & BOTTOM (1) #5 VERT AT 24" OC TO ROOF LEVEL 5.1 FOR DECK CONNECTION BOND BEAM FULLY GROUT ONE COURSE ",.a. ABOVE AND ONE COURSE BELOW L6x4x5/16xC0NT (LLV) WITH BOND BEAM WHERE OCCURS PL rr HORIZ JOINT REINF 1/2" DIA THREADED ROD AT 0 HOLD TOP OF EACH GROUT LIFT 2" = DOWN BELOW TOP OF BLOCK TO J 16" OC EMBED 4 1/2" INTO � z ---------------------------- FOR INFO u 0- cn <r MAX GROUT LIFT = 5'-0" BOND BEAM WITH INJECTION REF 7—S2 NOT SHOWN ADHESIVE (GROUT SOLID IF ��II ■VIII ��II X111 ��II X111 HOLLOW)KA - — — 1�� 1 111�I z DECK BEARING EL pa 0 TOM EL Ah IRV112 —9 — 113 —4 IV 0 L3x3x1/4xC0NT. ATTACH TO CMU WITH r w 1/2" DIA THREADED RODS AT 24" OC �' 0 o MAX EMBEDDED 4 1/2" INTO GROUTED EXISTING CMU WALL--1ZEACH 3/16 CMU WITH INJECTION ADHESIVE END 3/16 NEW/EXISTING 8" CMU WALL HSS3x2x1/4" LOCATED AT EXISTINGZ EACH SPRINKLER PIPE HANGER CMU WALL 10'-0" OC MAX REF ARCH `v FOR INFO NOT SHOWN (ONLY REQUIRED IF SPRINKLER PIPES ARE INSTALLED) SECTION CANOPY END DETAIL CAN ECTION8 S��. 3/4 = 1 -0 7 9P�Y�MID REF ARCH FOR POST, TYP EXISTING PAVING, REF PLAN 12" DIA CONCRETE FILLED POST HOLE AT EACH POST SECTION A 3/4" = 1'-0" OST 2-0 #4x4'-0" DOWELS CMU BEYOND AT 16" OC (3 MIN) N REF CMU WALL REINF DIAGRAM REF PLAN EXTERIOR FINISH EXTERIOR FINISH GRADE, REF GRADE, REF CIVIL AND ARCH CIVIL AND ARCH 00 REF 3—S2 FOR ITEMS SHOWN BUT NOT NOTED. SLAB AT OPENING 3/4" = 1'-0" (1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND REF FDN PLAN TOF EL OI ­ 91 L3x3x1/4x0'-6" CLIP ANGLE. PLACE ANGLE AT MID -SPAN OF TUBE (ONLY REQUIRED IF SPRINKLER PIPES ARE INSTALLED) TOM EL 112 0 T.BOND REF ARCH FOR GUTTER 3/8"x0' -6"x0'-8" PLATE WITH 1/2" DIAx6"°HSA AT 16" OCn20 4„ 2„ BEAM. FULLY GROUT (1) COURSE BELOW BOND BEAM FOR ENTIRE LENGTH OF CANOPY 2-0 #4x3'-0" DOWELS O AT 6'-0" OC REF FDN PLAN FF EL e. iii -- SOLID GROUT ALL CELLS BELOW GRADE. LEVELING MORTAR BED BELOW FIRST COURSE (3) #5 CONT REF FDN PLAN TOF EL 0 " I 3" CLR 3" CLR 2'-0" (xCONT) EXTERIOR WALL FOOTING 3/4" = 1'-0" o-� CMU LINTEL SCHEDULE WIDTH W CLEAR SPAN DEPTH D REINF 8" UP TO 6'-0" 16" 1 5 TOP & BOTTOM / ODCnIIKIP` %A/InTLJ l / nnrnn�in ��nn-n i 3 0 ELEVATION. 3/4 = 1 -Oto to BOTTOM HORIZ I I REINF TYP CORNER BARS TO MATCH BOTTOM HORIZ REINF TYP NOTE: REF SCHED FOR LAP LENGTHS OOTING COR. 2 NTS R BAR DETAI OPENIN 5 REF ARCH LINTEL DETAIL TOM EL REFARCH O, TOP OF OPENING 4 6 1 --o 2 REF FDN PLAN FF ELqV REF FDN PLAN TOF EL —EXISTING FOOTING 8" NOM LAP BARS AT BAR POSITIONER NUM 16" AT OPENINGS UP TO 6'-0" (2) #5 BARS IN EACH CELL FOR WIDTH N' REQUIRED, TYP N GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL HEIGHT JAMB DETAIL OF WALL, TYP GENERAL NOTES 1. SPLICES IN VERT REINF, REF CMU WALL REINF DIAGRAM. 2. BOND BEAM, REF CMU WALL REINF DIAGRAM, 3. EXTEND GROUTED LINTEL A MIN OF 2'-0" BEYOND FACE OF OPENING EACH SIDE. 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER OPENING. 5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO LINTEL BEAM WITH STANDARD ACI HOOK. 6. ALL VERT BARS AT SCHEDULED PILASTER TO BE FULL HEIGHT. 7, EXTEND VERT BARS TO EXISTING TOF EL. 8'CMU TBJ � a w d O 0 p WITH (1) #5 CONT 00 (1) #5 VERT AT 24" OC TO ROOF LEVEL BOND BEAM WITH (1) #5 CONT BOND BEAM FULLY GROUT ONE COURSE ",.a. ABOVE AND ONE COURSE BELOW BOND BEAM WHERE OCCURS PL rr HORIZ JOINT REINF REF GENERAL NOTES 0 HOLD TOP OF EACH GROUT LIFT 2" = DOWN BELOW TOP OF BLOCK TO J PROVIDE KEY FOR NEXT LIFT, TYP � z ---------------------------- USE LOW LIFT METHOD OF GROUTING u 0- cn <r MAX GROUT LIFT = 5'-0" co 0 o C\2 ��II ■VIII ��II X111 ��II X111 II■II 111111 II�II MEMO MEN ��� II�II II■II - fig_ 11��. tim 11�� Im 1�� 1 111�I ELEVATION. 3/4 = 1 -Oto to BOTTOM HORIZ I I REINF TYP CORNER BARS TO MATCH BOTTOM HORIZ REINF TYP NOTE: REF SCHED FOR LAP LENGTHS OOTING COR. 2 NTS R BAR DETAI OPENIN 5 REF ARCH LINTEL DETAIL TOM EL REFARCH O, TOP OF OPENING 4 6 1 --o 2 REF FDN PLAN FF ELqV REF FDN PLAN TOF EL —EXISTING FOOTING 8" NOM LAP BARS AT BAR POSITIONER NUM 16" AT OPENINGS UP TO 6'-0" (2) #5 BARS IN EACH CELL FOR WIDTH N' REQUIRED, TYP N GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL HEIGHT JAMB DETAIL OF WALL, TYP GENERAL NOTES 1. SPLICES IN VERT REINF, REF CMU WALL REINF DIAGRAM. 2. BOND BEAM, REF CMU WALL REINF DIAGRAM, 3. EXTEND GROUTED LINTEL A MIN OF 2'-0" BEYOND FACE OF OPENING EACH SIDE. 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER OPENING. 5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO LINTEL BEAM WITH STANDARD ACI HOOK. 6. ALL VERT BARS AT SCHEDULED PILASTER TO BE FULL HEIGHT. 7, EXTEND VERT BARS TO EXISTING TOF EL. 8'CMU TBJ � a w d O BOND BEAM AT TOP OF WALL PROTO CYCLE: WITH (1) #5 CONT 00 (1) #5 VERT AT 24" OC TO ROOF LEVEL BOND BEAM WITH (1) #5 CONT BOND BEAM FULLY GROUT ONE COURSE ",.a. ABOVE AND ONE COURSE BELOW BOND BEAM WHERE OCCURS PL rr HORIZ JOINT REINF REF GENERAL NOTES 0 HOLD TOP OF EACH GROUT LIFT 2" = DOWN BELOW TOP OF BLOCK TO J PROVIDE KEY FOR NEXT LIFT, TYP � z W � USE LOW LIFT METHOD OF GROUTING u 0- cn <r MAX GROUT LIFT = 5'-0" SECTION BAR POSITIONER AT 8" MAX w ABOVE TOP OF GROUT LIFT, TYP BOND BEAM WITH (1) #5 CONT FULLY GROUTED NORMAL WEIGHT CMU BELOW GRADE MUST COURSE WITH FINISHED FLOOR FF EL O,_ REF FDN PLAN NOTES: 1. GROUT SOLID ALL CELLS WITH REINFORCING. 2. USE BOND BEAM BLOCKS WITH OPEN BOTTOMS ONLY AT BOND BEAM LOCATIONS. DO NOT USE TROUGH -TYPE BLOCKS AT BOND BEAMS. 3. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS. 4. ALL MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 5. REFER DETAILS FOR LOCATION OF ADDITIONAL BOND BEAMS WITH (1) #5 CONTINUOUS. PROVIDE DOWELS MATCHING VERT EXTERIOR FINISH—/REINF SIZE AND SPACING. TERMINATE GRADE, REF WITH STD ACI HOOK INTO FOOTING. CIVIL AND ARCH ALTERNATE HOOK DIRECTION (EMBED DOWELS 8" INTO EXISTING CONC WITH INJECTION ADHESIVE) EQ VERT CONTROL JOINTS SHALL TERMINATE AT TOP OF FTG REF 3-52 FOR FOUNDATION AND STEM WALL DETAILS CMU WALL REINFORCING DIA NTS M rn c coro I CJ N co z N I ro Z p O) C7 F- ft x Z D n z� ZL) O00 Lo Z J m OD 1!I W Y ~ O U L0 Ix O J aD $ N1:2 o' W W u- 0 � 0 N0Z'2 �0QNwO W NzofF 0W(n�win W w �u)�a as�000¢ ow �pQJL-WWQOZFXH O it z < wwapoo I aN r <z oa ac) o Q� Of-Z:m O�,IiF, a0<08wasXu)wo'<>- p��wg=oxwXZCLX�a ZNa00'U�Y�ZZ J aaCa Zw� ZUZ J LLI _j O V Xz molo Uawzo W ORS <nowwLJZ*Lum LwZzw 021,.005<O>- 'D O<Oxaawxwzww< co F-100Ma Z'waa W n CL OD TBJ DRAWN BY: a w d O 192 PROTO CYCLE: 01-09-09 00 � ® O CN 0 W ^z � � cQ W � co 0 o C\2 z pa 0 ISSUE BLOCK CHECKED BY: TBJ DRAWN BY: MCS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 CARRIE J. JOHNSON ENGINEER OF RECORD LICENSE #66886 CERTIFICATE OF AUTHORIZATION #7027 FOUNDATION AND FRAMING DETAILS SHEET: S2 y" v c in ON Lo 0 0 O 9 �a REF 1-S2 FOR RTU FRAMING ABOVE NOT SHOWN IF STUD IS NOT 14 GA CLIP ANGLE WITH (4) #10 TEK DRAWN BY: 3/16 V 2@12 TYP LOCATED WITHIN 3" OF SCREWS INTO EACH STUD, UNO (TYP WITH #10 SELF -DRILLING 1 JOIST PANEL POINT, STUD TO STUD CONNECTION) FRAME 1 / REINFORCE JOIST PER TYP DETAIL 2-S3 (TYP 4 (1) #10 TEK SCREW, TYP LOCATIONS) I ++ C6x1 5/8x20 GA W C`3 ++ � o ++ ®� ++ O � � ++ ++ ++ _ ++ ++ z _ I ++ _ _ _ ++ ++ ++ _ _ ++ _ C6x1 5/8x16 GA IuI I u I I (2) #12 TEK SCREWS I I I C6x1 5/8x20 GA I FOR ERECTION AT EACH HORIZONTAL STUD TO I AT 16" OC, TYP BOTTOM CHORD OF JOIST 1/2" GYPSUM BOARD I � I APPLIED VERTICALLY WITH I I BLOCKING AT JOINTS. K ATTACH TO STUDS WITH NO. 6 SCREWS AT 8" OC ALONG EDGE AND 12" OC l I u u IN THE FIELD CEILING JOISTS, REF PLAN 14 GA FAST CLIP AT EACH STUD FOR 888 VERTICAL DEFLECTION, INSTALL PER MANUFACTURERS RECOMMENDATIONS IT REF ARCH CHASE FOR MECHANICAL JOIST R 3/4" = 1'-0" CONTRACTOR NOTE: BRIDGING AND WEB MEMBERS ARE NOT DESIGNED FOR LOADS OTHER THAN AXIAL. NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. ALL LOAD TYP EACH1 ATTACHMENT SHALL BE TO END 3/16 1 JOIST CHORDS ONLY. MISCELLANEOUS CONCENTRATED LOAD FOR MISCELLANEOUS CONCENTRATED LOADS, NOT LOCATED WITHIN 3" OF JOIST PANEL POINTS, REINFORCE JOIST WITH AN L2x2x3/16 EACH SIDE. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP NFORCING TYP AT EACH HORIZONTAL STUD TO BOTTOM CHORD OF JOIST PROVIDE 6"x16 GA TRACK ON EACH SIDE OF ACCESS PANEL OPENING. REF ARCH FOR EXACT LOCATION OF ACCESS PANEL -BRIDGING CHANNELS REQUIRED AT 48" OC TYP -PROVIDE GAP BETWEEN BOTTOM OF GYP BOARD AND TOP OF PLYWOOD (REF ARCH FOR SIZE OF GAP). TYP (4) SIDES OF CHASE -C6x1 5/8x20 GA BLOCKING BETWEEN STUDS TO COVER GAP BETWEEN BOTTOM OF GYP BOARD AND TOP OF PLYWOOD. TYP (4) SIDES OF CHASE ATTACH FRAME WITH (2) #12 SELF -DRILLING E (1 EA SIDE OF l CHORD, STAGGEF ATTACH DECK Sl ANGLE TO FRAMI FRAME HAS BEET INSTALLED WITH SELF -DRILLING S AT 12" OC L3x3x1 /4 DECK ANGLE TO BE Al AFTER FRAME INSTALLATION, E/ PLAN VIEW STRUCTURAL CURB REF— SPECS ATTACH CURB TO ANGLE FRAME WITH #12 SELF -DRILLING SCREWS AT 12" OC TYP (4) SIDES ATTACH MTL DECK TO---� ANGLE WITH #10 SELF -DRILLING SCREWS AT 6" OC EXISTING DECK REF 2-S3 FOR JOIST REINFORCING SECTION A RTU N1::5 NOTES: 1. ALL LOAD, EXCEPT FOR EXISTING ROOF DEAD LOAD, MUST BE REMOVED FROM JOIST DURING MODIFICATION. 2. PERFORM JOIST MODIFICATIONS PRIOR TO PLACING NEW EQUIPMENT. PLATE 1 /4"x5"x (CUT TO FIT) EACH SIDE COPE EXISTING SEAT AS REQUIRED AND WELD NEN WEB REINFORCING TO PLATE SECTION A 5 ILA MECH UNIT LOCATED THIS END 8%8"x1 /2" BASE PLATE WITH (4) 5/8"x2" EMBED SLEEVE ANCHORS BY OVERHEAD ROLLING CLOSURE INSTALLER O O o O 1" HSS 3.5x3.5x3/16 COLUMN BY TYP OVERHEAD ROLLING CLOSURE 4" INSTALLER ol 4 SIDES, TYP BY OVERHEAD 3/16 ROLLING CLOSURE STEEL MANUF R O LLIN G �DQOR �COULU M N 1 1/200 = V-0" ADD (2) 5/8" C' " CONT FOR LENG SHOWN TOP AN[ REF SPLICE DET TYP AT TOP AN BOTTOM CHORD ADD L1 x1 x1 /8 E AT EACH WEB N FULL LENGTH, U 3/16 TYP SECTION B z 0 F- 0 w DETAIL B 15'-0" 15'-O» 18'-0" NO CHORD REINF REQ'D I CHORD REINF REQ'D NO CHORD REINF REQ'D 48'-0" WEB REINF REQ'D JOIST MODIFICATION DETAIL NTS CONTRACTOR COORDINATE REF PLAN WITH UNIT SUPPLIER REF SECTION B FOR CURB TO FRAME CONNECTION, TYP RTU, REF MECH TAMING PLAN EXISTING JOIST GIRDER >HOP E FYP FYP HOLD DOWN BRACKET, REF MANUFACTURER FOR SIZE, LOCATION, AND ATTACHMENT AFTER DECK SUPPORT ANGLE HAS BEEN FASTENED TO FRAME, ATTACH EXISTING MTL DECK TO ANGLE WITH #10 SELF -DRILLING SCREWS AT 6" OC TYP PROVIDE 1 1 /2x14 GA BLOCKING TO MAKE ATTACHMENT WHERE DECK DOES NOT TOUCH ANGLE ATTACH TUBE STEEL TO CLIP ANGLE WITH (2) C3 5/8x1 5/8"x18 GA METAL #12-24 TRAXX/5 FASTENERS EACH SIDE KICKER BRACE AT 24" OC L2x2x16 GA CLIP ANGLE BETWEEN THE + CONTINUOUS CHANNEL BOTTOM OF (2) JOISTS EACH SIDE OF +� REF FRAMING PLAN FOR TUBE STEEL. ATTACH CLIP ANGLE TO SIZE AND ATTACHMENT BOTTOM OF JOISTS WITH (2) #12-24 TRAXX/5 FASTENERS C6x1 5/8"x18 GA METAL STUDS AT 24" OC (4) #10 TEK SCREWS r — — — — — PLYWOOD SHEATHING ATTACHED TO TOP OF JOISTS. REF PLAN FOR SIZE AND I iATTACHMENT LINTEL (REF FRAMING PLAN) / HSS 3.5X3.5 BEYOND / C3 5/8x1 5/8"x18 GA REF ARCH _ - �"/ t.+C3 METAL STUDS AT 24" OC DOOR GUIDE + + (4) #10 TEK SCREWS C3 5/8x1 5/8"x18 GA METAL STUDS AT 24" OCC3 5/8x1 5/8"x18 GA METAL BRACE 24" OC 5/8x1 5/8"x18 GA METAL STUD BRACE COILING DOOR SE AT END OF EACH CTION CONT ROD TYP EXISTING TOP OR AT TOP AND BOTTOM CHORD BOTTOM CHORD EACH END 1/8 1 1/2 EACH SIDE PREFERRED NEW DIAGONAL WEB REINFORCING PLACEMENT EXISTING DIAGONAL CRIMPED ANGLE ALTERNATE NEW DIAGONAL WEB REINFORCING PLACEMENT SECTION C — EXISTING CRIMPED WEB MEMBERS 6 REF SECTION B FOR CONT ROD EACH SIDE 3 OF SPLICE PROVIDE 0'-8" SPLICE ROD, MATCH CONT ROD DIA EXISTING CHORD ANGLE CHORD REINFORCING SPLICE DETAIL 3 SIDES 1/8 EA END �N\ 1/4%5%(CUT TO FIT) NEAR Q SIDE AND FAR SIDE COPE SEAT AS NEEDED ~ TO PLACE WEB REINFORCING vwi WELD WEB REINFORCING TO 5" \ ALIGN CL OF NEW ANGLE EXISTING BOTTOM CHORD, NOT WITH CL OF EXISTING JOIST TO REINFORCING RODS, MITER WEB MEMBER NEW ANGLE IF NECESSARY FOR REQUIRED LENGTH OF WELD DETAIL A DETAIL B FRAME AND CONNECTION INFORMATION - ALL STEEL TO STEEL CONNECTIONS SHALL BE BUILDEX #12 TRAXX/5 SELF -DRILLING FASTENERS WITH 24 THREADS PER INCH. TOP MATERIAL SHALL BE PRE -DRILLED. - ALL MTL DECK TO STEEL CONNECTIONS SHALL BE BUILDEX #10 TRAXX/2 SELF -DRILLING FASTENERS WITH 16 THREADS PER INCH. ,r ri r� rr ,r rr r,' ALTERNATE SECTION C TYP EACH 1/8 Vl 1 /2< END EACH SIDE NOTES: 1. GENERAL CONTRACTOR SHALL COORDINATE RTU DIMENSIONS AND FRAMING WITH STEEL UNIT SUPPLIER, FABRICATOR, AND ERECTOR. 2. CUT DECK OPENING BETWEEN PRE -FABRICATED FRAME AND DECK SUPPORT ANGLES AS SHOWN. DO NOT OVERCUT DECK. CARE SHALL BE TAKEN NOT TO DAMAGE UNCUT EXISTING DECK IN AREA OF WORK. 3. ANGLE FRAME HAS BEEN DESIGNED TO ALLOW FOR COMPLETE FABRICATION PRIOR TO PLACEMENT, WITH THE EXCEPTION OF THE (2) DECK SUPPORT ANGLES INDICATED ON THE PLAN VIEW. 4. PROVIDE RTU CURB TO MATCH SLOPE OF ROOF STRUCTURE (FIELD VERIFY ROOF SLOPE). TOP SURFACE SHALL BE LEVEL FOR MOUNTING OF EQUIPMENT TO ENSURE PROPER DRAINAGE OF EQUIPMENT. SET ONE END OF PRE -FABRICATED FRAME ON JOIST AS SHOWN DECK SHALL BEAR ON JOIST 1 1/2" MIN IF CONNECTION BETWEEN JOIST AND DECK IS REMOVED RE -ATTACH DECK TO JOIST WITH #10 SELF -DRILLING SCREWS AT —_ 6" OC SECTION B CONTRACTOR COORDINATE WITH UNIT SUPPLIER STRUCTURAL CURB REF SPECS REF SECTION— B FOR CURB TO FRAME CONNECTION • 5%4cn co 00 00 I U N � Z N Lo N 00 zLii_orn C7 J bi a' g N � zZ}¢ o�Qad Z �_L W § m Y I ui5c¢n0 d' U WLo wcc O J a_0 V) N H GA O Lu o �F�L,i wZtn cn Nowt �ya_o 0 uj w� -OgoON=ZQNw 0 f acn JaoFZ��a?w�xo 00 O 21wg,aow�,?a��-a Q Z�gN0'I-'�(nwW:3 0 0 QaG''o w=oO_ wz�mo-jo 60,n2 uw �o�f-`' awo��az�°° F- Lnwz� zk'�ow1,`'oo0Z, (n ��v�©a0iaDa�aawoam D 2®12 DRAWN BY: 3/16 V 2@12 TYP ATTACH DECK TO ANGLE WITH #10 SELF -DRILLING FASTENERS AT 6" OC PRE -FABRICATED ANGLE FRAME ® EXISTING JOIST, TYP • 5%4cn co 00 00 I U N � Z N Lo N 00 zLii_orn C7 J bi a' g N � zZ}¢ o�Qad Z �_L W § m Y I ui5c¢n0 d' U WLo wcc O J a_0 V) N H GA O Lu o �F�L,i wZtn cn Nowt �ya_o 0 uj w� -OgoON=ZQNw 0 f acn JaoFZ��a?w�xo 00 O 21wg,aow�,?a��-a Q Z�gN0'I-'�(nwW:3 0 0 QaG''o w=oO_ wz�mo-jo 60,n2 uw �o�f-`' awo��az�°° F- Lnwz� zk'�ow1,`'oo0Z, (n ��v�©a0iaDa�aawoam D TBJ DRAWN BY: a W © "' "0!!!� PROTO CYCLE: 01-09-09 00 02-06-09 ® CD O _ o W C`3 � o O ®� O � � cc o � z G4 0 ISSUE BLOCK CHECKED BY: TBJ DRAWN BY: MCS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 CARRIE J. JOHNSON ENGINEER OF RECORD LICENSE #66886 CERTIFICATE OF AUTHORIZATION #7027 FRAMING DETAILS rn 0 N I c 0 CL n� W L a� 14 c .Q V) 0 _Q 0 0 N a� U O O L Q L a� I E E N I T o] / U) 0- c 0 N � _Q O O O N L � o N -0 � N W U > O E L f- a Q F J L ,E Q1 - �_ M O � V� N N m 0. L 0 I-� ° / 0_0 0 L N O N p E ui � I Z 3 0- 3 NTS INSTALLATION PROCEDURE 1. EXISTING CORE LOCATIONS AT MODIFIED FREEZERS AND COOLERS TO BE UTILIZED UNLESS OTHERWISE INDICATED OR PROHIBITED 2. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORnA.NrF WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). 3. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 4. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. EXPANDED FOA." IS NOT PERMITTED. 5. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS INSTRUCTIONS 0 N 2 1/2" DIAMETER HOLE IN CEILING z > OPEN -CELL POLYETHYLENE FOAM BACKER ROD--\ SPRINKLER CUP CHROME COVER PLATE ZER /C TOP BEAM CLAMP--------\\ RY PEN FROM WET PIPE SPRINKLER SYSTEM TEE W/ PLUG 1" DRY DROP DOW CORNING 739 PLASTIC ADHESIVE FREEZER/COOLER CEILING GLOBE MODEL 5681/ TYCO MODEL TY3555 CONCEALED 2007 DRY PENDENT SPRINKLER RETAINING STRAP IF SEISMIC IS REQUIRED 3/8" A.T.R. FOR 1"-4" PIPE 1/2" A.T.R. FOR 6"-8" PIPE PIPE RING TOP BEAM CLAMP A.T.R. & RING CLANGER DETAIL, 4 NTS RINKLER HEX N U T SHAVE OFF EXPANDING POLYURETHANE FOAM FLUSH WITH TOP OF COOLER/FREEZER LID -� EXPANDED POLYURETHANE FOAM 1/4" THREADED ROD LENGTH AS REQUIRED 3/4" ANGLE IRON FREEZER/COOLER CEILING -`"---- HEX NUT 4" ROUND CHROME THREADED ROD SHALL PLATED COVER NOT EXTEND MORE THAN 1/4". BEYOND THE HEX NUT DRY PENDENT SPRINKLER 2 i)-fREEZERIZCOOLER PATCH NT NTS /- STATIC HYDRANT POINT OF SERVICE EXISTING 8" MAIN 't EXISTING 8 MAIN .�.------------------------...- S I FLOW HYDRANT � I I I I _ZI I dl �I I 0I UI I ZI V)I XI WI FIRE SPR SCALE: 1 " = 100' SITE PLAN 0 50 100 200 N 0 TH AUTOMATIC FIRE SPRINKLER LEGEND NOTE: NO O-RING SPRINKLERS ARE TO BE USED ON THIS PROJECT SHEET INDEX SYMBOL MFR MODEL S.I.N. STYLE FINISH ESC TEMP K -FAC TOTAL NUMBER SHEET NAME FP1 FIRE SPRINKLER SITE PLAN FP2 FIRE SPRINKLER REMODEL PIPING PLAN ♦ TYCO DSC TY3555 SSP CHROME CONC 200' 5.6 33 BY THE CONTRACTOR, SUBCONTRACTORS, THEIR rA TYCO TY -FRB TY3231 QRP WHITE REC 155' 5.6 43 4 TYCO I DS -3 TY5339 SDWL CHROME FLUSH 200' 11.2 1 2 INSTALLATION PROCEDURE 1. EXISTING CORE LOCATIONS AT MODIFIED FREEZERS AND COOLERS TO BE UTILIZED UNLESS OTHERWISE INDICATED OR PROHIBITED 2. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORnA.NrF WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). 3. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 4. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. EXPANDED FOA." IS NOT PERMITTED. 5. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS INSTRUCTIONS 0 N 2 1/2" DIAMETER HOLE IN CEILING z > OPEN -CELL POLYETHYLENE FOAM BACKER ROD--\ SPRINKLER CUP CHROME COVER PLATE ZER /C TOP BEAM CLAMP--------\\ RY PEN FROM WET PIPE SPRINKLER SYSTEM TEE W/ PLUG 1" DRY DROP DOW CORNING 739 PLASTIC ADHESIVE FREEZER/COOLER CEILING GLOBE MODEL 5681/ TYCO MODEL TY3555 CONCEALED 2007 DRY PENDENT SPRINKLER RETAINING STRAP IF SEISMIC IS REQUIRED 3/8" A.T.R. FOR 1"-4" PIPE 1/2" A.T.R. FOR 6"-8" PIPE PIPE RING TOP BEAM CLAMP A.T.R. & RING CLANGER DETAIL, 4 NTS RINKLER HEX N U T SHAVE OFF EXPANDING POLYURETHANE FOAM FLUSH WITH TOP OF COOLER/FREEZER LID -� EXPANDED POLYURETHANE FOAM 1/4" THREADED ROD LENGTH AS REQUIRED 3/4" ANGLE IRON FREEZER/COOLER CEILING -`"---- HEX NUT 4" ROUND CHROME THREADED ROD SHALL PLATED COVER NOT EXTEND MORE THAN 1/4". BEYOND THE HEX NUT DRY PENDENT SPRINKLER 2 i)-fREEZERIZCOOLER PATCH NT NTS /- STATIC HYDRANT POINT OF SERVICE EXISTING 8" MAIN 't EXISTING 8 MAIN .�.------------------------...- S I FLOW HYDRANT � I I I I _ZI I dl �I I 0I UI I ZI V)I XI WI FIRE SPR SCALE: 1 " = 100' SITE PLAN 0 50 100 200 N 0 TH APPLICABLE CODES NFPA STANDARD: EDITION: NFPA 13 2002 Li w V) aZw w w- R.05 XoWJ %< �t=3566W=Zd_Nw o &W x2<<w!tIwowp6s LL ay },<6� V<<,s iEp 0 c�W�Z �zNC ��igaz J a 0p w~r�yzm 0� � c -~w pp CL F-NWZ1mWK°5V) X=1800a.�oxzi5K<<m� O SYMBOL LEGEND SCOPE OF WORK GENERAL NOTES 1. THE DESIGN SHOWN ON THESE CONTRACT GENERAL NOTES CONT. 6. THE FIRE PROTECTION ENGINEER OF RECORD SYMBOL DESCRIPTION 1. ALL EXISTING OVERHEAD SYSTEMS TO REMAIN, PROTO CYCLE: UNLESS NOTED OTHERWISE. DOCUMENTS IS TO PROVIDE GUIDANCE FOR BIDDING SHALL NOT BE RESPONSIBLE FOR THE SCC-- DEMO PIPING 2. USE EACH EXISTING OUTLETS FOR ONE NEW AND TO OBTAIN APPROVAL OF THE AUTHORITY HAVING JURISDICTION. SUBMIT COMPLETE FIRE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE ARM OVER TO NEW SPRINKLER LOCATION. SPRINKLER SHOP DRAWINGS AS REQUIRED BY CONTRACT DOCUMENTS, NOR SHALL THEY BE - - - - EXISTING BRANCH LINE TO REMAIN CONTRACTOR TO INSTALL 1" INCH MECHANICAL TEE CONTRACT DOCUMENTS TO THE OWNERS REQUIRED TO SUPERVISE THE CONDUCT OF THE 94 IF ADDITIONAL OUTLETS ARE REQUIRED. AFTER DESIGNATED REVIEWER. BASE DESIGN UPON THESE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED - - - - EXISTING MAIN LINE TO REMAIN THE DEMOLITION IS COMPLETE, THE NEW SPRINKLER DRAWINGS AND AS REQUIRED BY THE BY THE CONTRACTOR, SUBCONTRACTORS, THEIR rA SYSTEM SHALL MEET ALL REQUIREMENTS OF NEPA SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE RESPECTIVE EMPLOYEES OR ANY OTHER PERSON 13. ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, AT THE JOB SITE OTHER THAN THAT OF THE BRANCH LINE TO BE INSTALLED DIMENSIONS, FABRICATIONS METHODS, MATERIAL ENGINEERING FIRM'S EMPLOYEES. 3. CONTRACTOR TO FIELD VERIFY EXTENT OF DATA, AND ADDITIONAL INFORMATION NECESSARY DEMO SPRINKLERS WORK. TO CLARIFY THE INTENT OF INSTALLATION. 7. CONTRACTOR MUST REVIEW ALL CONSTRUCTION z CONTRACTOR SHALL PROVIDE PIPE SIZE, DOCUMENTS PRIOR TO BID. SHOULD MODIFICATIONS O EXISTING 4. EXISTING SPRINKLER PROTECTION TO BE SPRINKLER SPACING, AND SYSTEM CONFIGURATION TO THESE PLANS BECOME NECESSARY TO SPRINKLERS MAINTAINED. CONTRACTOR TO RESPACE AND/OR AS SHOWN. ALTERNATES MUST BE APPROVED IN PROPERLY COORDINATE THE SYSTEM WITH ALL INSTALL NEW SPRINKLERS AS NECESSARY TO WRITING BY FIRE PROTECTION ENGINEER OF OTHER TRADES IT WILL BE THE CONTRACTOR'S -1 1" OUTLET WITH ARM -OVER TO NEW PENDENT SPRINKLER MAINTAIN PROPER SPRINKLER COVERAGE AS PER RECORD DOCUMENTS PRIOR TO BID. RESPONSIBILITY TO OBTAIN APPROVAL OF THE NEW DRILLED 1" MECHANICAL TEE WITH ARM -OVER TO NEW THE REQUIREMENTS OF NFPA 13. 2. COORDINATE LOCATIONS OF FIRE PROTECTION CHANGES FROM BOTH THE AUTHORITY HAVING � -� PENDENT SPINKLER 5. INTERIOR REMODEL AREA, CONTRACTOR TO COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, JURISDICTION AND THE OWNER'S DESIGNATED PROVIDE NEW SPRINKLERS AS NECESSARY DUE TO TEST POINTS, ETC. WITH ARCHITECTURAL, REVIEW CONSULTANT IN ADDITION TO OBTAINING PLUG EXISTING OUTLET PAINT, DAMAGE, STRUCTURAL, MECHANICAL, AND ELECTRICAL THE NECESSARY APPROVALS, THE CONTRACTOR ETC.. CONTRACTOR TO COORDINATE. COMPONENTS. OBSTRUCTION TO SPRINKLER MUST MAKEE NOTE OF ANY FIELD OR COORDINATION DISCHARGE MUST BE CONSIDERED DURING SHOP CHANGES THE INSTALLATION DRAWINGS, AND ENGINEER RESPONSIBILITIES SPRINKLER. SPK LER ODUCTION AND INSTALLATION; RSPRINKLERS THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. CON RACTORHEADYUT TOO COORDINATETUALHEAD ADDITIONALING MAY BE REQUIRED AT NO LOCATIONS WITH ELECTRICAL AND MECHANICAL ADDITIONAL COST TO OWNER. REFER TO 8. CONTRACTOR MUST VERIFY ALL DROP DOWN EQUIPMENT AND/ OR PROVIDE, INSTALL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. LOCATIONS AT EXTERIOR WALLS WITH THE PROJECT 61G15-32.001 GENERAL RESPONSIBILITY. ADDITIONAL SPRINKLERS AS REQUIRED TO MEET MANAGER PRIOR TO INSTALLATION. SPACING REQUIREMENTS OF NFPA 13. 3. SUBMIT A REQUEST FOR INFORMATION F OR (5) FIRE PROTECTION SYSTEM ENGINEERING QUESTIONS REGARDING THE FIRE PROTECTION 9, ALL PIPING MUST BE COORDINATED AROUND DOCUMENTS: THE FIRE PROTECTION SYSTEM 7. CONTRACTOR TO ADD ADDITIONAL BRANCH DOCUMENTS. FRAMING MEMBERS AND PROPERLY INSTALLED ENGINEERING DRAWINGS, SPECIFICATIONS, LINES AS REQUIRED. INSIDE THE BAR JOIST. PRESCRIPTIVE AND PERFORMANCE CRITERIA, WATER 4. NEUTRALIZATION WALLS ARE SHOWN ON THE SUPPLY ANALYSIS AND OTHER MATERIALS OR GENERAL UNDERGROUND ARCHITECTURAL DRAWINGS. REFER TO MECHANICAL 10. CONTRACTOR SHALL ROUTE PIPING AROUND REPRESENTATIONS, WHICH ARE SUBMITTED WITH DRAWINGS FOR NEUTRALIZATION WALL ALL OBSTRUCTIONS AND PROVIDE SPRINKLER THE GENERAL CONSTRUCTION DOCUMENTS PENETRATION DETAIL. PROTECTION UNDER OBSTRUCTIONS, AS DETAILED PURSUANT TO 553.79(6)(C), FS, THAT SET FORTH NOTES IN NFPA 13 STANDARDS AS PART OF THE FIELD THE OVERALL DESIGN REQUIREMENTS AND PROVIDE 5. PENETRATIONS OF RATED ASSEMBLIES SHALL COORDINATION AT NO ADDITIONAL COST TO OWNER. SUFFICIENT DIRECTION FOR THE CONTRACTOR TO 1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC BE FIRE STOPPED WITH AN APPROVED MATERIAL LAYOUT THE CONSTRUCTION, ALTERATION, REFERENCE ONLY. PER METHODS REQUIRED BY THE AUTHORITY 11. ALL SPRINKLER DEFLECTOR DISTANCE DEMOLITION, RENOVATION, REPAIR, MODIFICATION,' HAVING JURISDICTION. REQUIREMENTS SHALL BE IN ACCORDANCE TO THE PERMITTING AND SUCH, FOR ANY PUBLIC OR 2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS. STANDARDS OUTLINED IN NFPA 13. PRIVATE FIRE PROTECTION SYSTEM(S), WHICH ARE FIRE SPRINKLER PIPING PREPARED, SIGNED, DATED AND SEALED BY THE'', 3NO NEW . W WORK UNLESS OTHERWISE NOTED. 12. ALL PIPING PASSING THROUGH CMU WALLS ENGINEER OF RECORD FOR THE FIRE PROTECTION DEM OLI TION NOTES SHALL BE INSTALLED WITH ONE INCH CLEARANCE SYSTEM(S). WATER SUPPLY ON ALL SIDES. (CORE DIAMETER EQUAL TO PIPE (6) FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS: INFORMATION 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF THE +2"). ALL CORES SHALL BE COORDINATED WITH STRUCTURAL REINFORCING. CONTRACTOR IS LAYOUT DRAWINGS, HYDRAULIC CALCULATIONS, EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, RESPONSIBLE FOR PROVIDING ALL CORING WITH CATALOG INFORMATION ON STANDARD PRODUCTS, STATIC: 62.0 PSI BECOME TOTALLY FAMILIAR WITH THE PROPER CLEARANCE AT ALL CMU WALLS. AND OTHER CONSTRUCTION DATA PREPARED BY RESIDUAL: 35.0 PSI AT 1460 GPM DISCONNECTIONS, REMOVALS, RELOCATIONS GENERAL CONTRACTOR SHALL BE RESPONSIBLE THE LICENSED CONTRACTOR OR ENGINEER OF AND/OR RECONNECTIONS OF EXISTING FIRE FOR PROVIDING A TWO INCH CLEARANCE AROUND RECORD THAT PROVIDES DETAIL ON THE LOCATION OF RISERS, CROSS MAINS, BRANCH LINES, INFORMATION DERIVED FROM WATER REPORT PROTECTION EQUIPMENT REQUIRED, AND ALL PIPING PASSING THROUGH CONCRETE SLABS. SPRINKLER HEADS, SIZING OF PIPE, HANGER SUPPLIED BY: CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. THE SPRINKLER CONTRACTOR SHALL FILL ALL CLEARANCES WITH APPROVED MASTIC. LOCATIONS, AND HYDRAULIC CALCULATIONS AND TELGIAN, INC. NO EXTRA COMPENSATION WILL BE PAID FOR LACK ALSO SERVES AS A GUIDE .FOR FABRICATION AND 06/24/08 OF SUCH DETERMINATION, FAMILIARIZATION, 13. PENETRATIONS OF ASSEMBLIES SHALL BE FIRE INSTALLATION OF A FIRE PROTECTION SYSTEM. FIRE EFFECTIVE POINT OF WATER SUPPLY INFORMATION AND/OR ALLOWANCE. STOPPED WITH APPROVED MATERIALS PER PROTECTION SYSTEM LAYOUT DOCUMENTS ARE BASED UPON ENGINEERING DIRECTION PROVIDED IN IS: STATIC HYDRANT 2. UNLESS INDICATED OTHERWISE, DISCONNECT METHODS DESCRIBED BY THE UL FIRE RESISTANCE DIRECTORY. THE FIRE PROTECTION SYSTEM ENGINEERING AND REMOVE ALL EXISTING FIRE PROTECTION DOCUMENTS AND REQUIRE NO ADDITIONAL COMPONENTS NOT INTENDED TO BE REUSED. 14. PROVIDE FLUSHING CONNECTIONS IN ENGINEERING INPUT. THESE DOCUMENTS DO NOT DATE OF TEST: 06/24/08 ACCORDANCE WITH THE STANDARDS OUTLINED IN REQUIRE THE SEAL OF A FLORIDA REGISTERED 3. DISCONNECT, RELOCATE, AND RECONNECT NFPA 13. ENGINEER. EXISTING FIRE PROTECTION SYSTEMS AND EQUIPMENT WHERE REQUIRED. 15. PROVIDE ALL NECESSARY OFFSETS, RAISES OR WATER SUPPLY INFORMATION IS FURTHER REDUCED PER THE FOLLOWING: 4. NOTE CAREFULLY THAT THE FIRE PROTECTION DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED DRAWINGS ARE INTENDED TO INDICATE, ONLY BY BUILDING CONDITIONS. DIAGRAMMATICALLY, THE EXTENT AND THE 16. EXAMINE THE JOB CONDITIONS AND VERIFY ALL GENERAL CHARACTER AND LOCATIONS OF THE MEASUREMENTS, DISTANCES, ELEVATIONS, WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY CLEARANCES, ETC. INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO 17. ARCHITECTURAL AND ELECTRICAL BACKGROUND * 5.0 PSI SAFETY FACTOR FOR WAL-MART PERFORM THE FUNCTIONS INTENDED. FOLLOW THE INFORMATION IS SHOWN FOR COORDINATION STANDARDS CONTRACT DOCUMENTS FOR BUILDING DETAILS PURPOSES ONLY. REFER TO THE CONTRACT AND FIT THE WORK OF THE FIRE PROTECTION DOCUMENTS FOR LOCATIONS, SIZES AND DRAWINGS AND SPECIFICATIONS THERETO. QUANTITIES OF OTHER TRADE WORK. WATER SUPPLY TO BE USED FOR FIRE SPRINKLER 5. REMOVE ALL DEMOLITION MATERIALS AND 18. SPRINKLER SPACING TO BE PER NFPA 13. DESIGN AT EFFECTIVE POINT: DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE 19. INTERFACE SPRINKLER SYSTEM WITH FIRE STATIC: 57.0 PSI PROJECT COMPLETION. PROTECTION SUPERVISORY SYSTEM. RESIDUAL: 30.0 PSI AT 1460 GPM 6. PERFORM ALL WORK ACCORDING TO THE 20. ALL MATERIALS SHALL BE UL LISTED AND FM P OI N T- OF- SERVICE PROJECT PHASING SCHEDULE INFORMATION FOR THIS PROJECT. PROVIDE ALL NECESSARY FIRE APPROVED. SPRINKLER PIPE SHALL BE PROTECTION WORK, TEMPORARY AND/OR OR MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13., THREADED PIPE SHALL HAVE A OTHERWISE, AND USE WHATEVER MEANS CORROSION RESISTANCE RATING OF 1.0 OR NECESSARY, TO CONFORM TO THE REQUIRED GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE "POINT -OF -SERVICE" MEANS THE POINT AT CONSTRUCTION PHASING OF THE PROJECT. USED. THREADABLE THINWALL PIPE WITH WHICH THE UNDERGROUND PIPING FORA 7. CONTRACTOR RESPONSIBLE FOR REPAIRING CORROSION RESISTANCE RATING OF LESS THAN 1.0 SPRINKLER SYSTEM USING WATER AS THE OR REPLACING ITEMS DAMAGED DURING DEMOLITION SHALL BE USED ONLY WITH ROLL GROOVE EXTINGUISHING AGENT BECOMES USED AND CONSTRUCTION. FITTINGS. EXCLUSIVELY FOR THE SPRINKLER SYSTEM. - 8. CONTRACTOR SHALL PATCH ALL HOLES TO 21. PRIOR TO INTERIOR STORE FINISHING, HYDROSTATICALLY TEST NEW ABOVEGROUND MATCH ADJACENT SURFACES LEFT UNUSED AFTER SPRINKLER PIPING FOR LEAKAGE IN PRESENCE OF EXISTING SPRINKLER PIPING OR EQUIPMENT IS AUTHORITY HAVING JURISDICTION. REMOVED AND VACATED FROM THESE HOLES. 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING 22. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL, MODEL N0. PBA248, ELECTRIC BELL BY AND MAINTAINING FIRE DEPARTMENT ACCESS POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, ROADS THROUGHOUT THE PROJECT. LOCATE AS REQUIRED BY AUTHORITIES HAVING 10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH JURISDICTION. PROVIDE NEW DOUBLE POLE VANE TYPE FLOW DETECTOR, MODEL NO. VSR-F, BY THE DEMOLITION SHALL BE LEFT IN SERVICE. POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. 11. ALL WORK SHALL BE PERFORMED DURING OFF SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS. MOUNT WATER FLOW INDICATORS NO HOURS SO AS TO NOT INTERRUPT SERVICE. THE HIGHER THAN 6 FEET ABOVE FINISH FLOOR. CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD. THE LESSOR AND THE ADJACENT 23. ALL SPRINKLER SYSTEMS TO BE MODIFIED TENANTS A MINIMUM OF 48 HOURS IN ADVANCE SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 BEFORE PROCEEDING WITH THIS WORK. ALL WORK PRIOR TO SPRINKLER SYSTEM MODIFICATION AND SHALL BE SCHEDULED IN ADVANCE. SHALL BE RE -HYDROSTATICALLY TESTED AFTER COMPLETION OF WORK. 24. SAMMY SCREWS ARE NOT PERMITTED. APPLICABLE CODES NFPA STANDARD: EDITION: NFPA 13 2002 Li w V) aZw w w- R.05 XoWJ %< �t=3566W=Zd_Nw o &W x2<<w!tIwowp6s LL ay },<6� V<<,s iEp 0 c�W�Z �zNC ��igaz J a 0p w~r�yzm 0� � c -~w pp CL F-NWZ1mWK°5V) X=1800a.�oxzi5K<<m� O FW DRAWN BY: a w � ©� 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 M� N 94 W O �O rA LLJ0 O O V ao � pwq z GC1 0 ISSUE BLOCK CHECKED BY- FW DRAWN BY: GS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 STORE LOCATION: SHEET: WAL-MART #3207 1601 RINEHART RD FP1 SANFORD (W), FL 32771 a� v O E a� L L •L a N Q_ 1- O N O N a� U A 0 L Q L � a� I E � G � I C m/ N d .c N a rn j o � O N L ",p N -p O N W > O Q < O H V) J •— E N — �_ O O O V) O N N r- 0 N to m� n- L O a -°a O 'L N O L / N p E o I L� Z 3 d a NOTE: REMOVE EXISTING PENDENT SPRINKLERS AND PLUG OUTLETS AT THE BRANCHLINES. ADD/RELOCATE SPRINKLERS IN SALES AREA AT DEMOLISHED PHARMACY TO PROVIDE COVERAGE PER NFPA 13. REF NEW SPRINKLER LOCATIONS AND TIE-INS 2/FP2 EXISTING PHARMACY 16' NOTE: PHARMACY ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK, RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED PHARMACY PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. CONTRACTOR TO ADD/ OR RELOCATE EXISTING SALES FLOOR SPRINKLERS ALONG THE OUTSIDE OF THE REMODEL PHARMACY TO MAINTAIN SPRINKLER COVERAGE UNDER NFPA 13. REMODELED P SPRINKLER PL HARMACY 16' NOTE: REMOVE EXISTING PENDENT SPRINKLERS AND PLUG OUTLETS AT THE BRANCHLINES. REF NEW SPRINKLER LOCATIONS AND TIE-INS 10/FP2 NOTE: REMOVE EXISTING PENDENT SPRINKLERS AND PLUG OUTLETS AT THE BRANCHLINES. REF NEW SPRINKLER LOCATIONS AND TIE-INS 4/FP2 aL------------- --_--,_--_-_-_ _ _______- --------------------------- --------------„ . -------- 7---------------------____-_-------_-T 7 ttt63�3�3�ccc"' ._--_------------_--__ �Li s� 02-06-09 -all i W 1 � OZ W N Z O I I I 111 0 I ivl NI NI I NI J cit z GA O i I I 1 R 1 a 14 N xx - - - - - x .....NI 21 �� =' „ - - - �.c I N N 1 2C.41 1 J L...-.. EXISTING VISION CENTER �1SCALE: 1/8" = 1' 0 -;'-- 8' 16' SPRINKLER PLAN NOTE: VISION CENTER ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED VISION CENTER PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. NOTE: REMOVE EXISTING PENDENT SPRINKLERS AND PLUG OUTLETS AT THE BRANCHLINES. REF NEW SPRINKLER LOCATIONS AND TIE-INS 6/FP2 EXISTING TLE CAGE SPRINKLER PLAN SCALE: 1/8" = 1' 0 16' N= TLE CAGE ORDINARY HAZARD GROUP 2 - 0.20/1500 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED TLE CAGE PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. NOTE: REMOVE EXISTING PENDENT SPRINKLERS AND PLUG OUTLETS AT THE BRANCHLINES. REF NEW SPRINKLER LOCATIONS AND TIE-INS 8/FP2 EXISTING SITE TO STORE SPRINKLER PLAN. N= SITE TO STORE ORDINARY HAZARD GROUP 2 - 0.20/1500 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED SITE TO STORE PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. 0: 0: 1. ......I.0 ......... ......,.. R I R I R :N I 1 N' „ ' . �,... I .......... I I .......... 1 AN' . (..,.. „ . ....... . . ...... 19 IN 1 1041. ..04 C14. .......... .. .�.' ,. ' ! I I ........... LL C11 C14 ....... I i I 1A I ........., ...•.. I o lel �II t..,.. „„..,..., I ... . �......... t..... REMODELED VISION CEN TER REMODELED TLE CAGE REMODELED .SITE TO STORE SPRINKLER PLAN SPRINKLER PLAN.4 SCALE: 1/8” = 1' 0 4 8 16' 6 SCALE:1/8" = 1' 0 4 1316'Q SPRINKLER PLAN 8 SCALE: 1/8" = 1' 0 -4'--'8 16' DAIRY COOLER SPRINKLER PLAN. NOTE: DAIRY COOLER ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED DAIRY COOLER PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. CONTRACTOR TO ADD/ OR RELOCATE EXISTING SPRINKLERS ALONG THE OUTSIDE OF THE REMODEL DAIRY COOLER TO MAINTAIN SPRINKLER COVERAGE UNDER NFPA 13. REMODELED DAIRY COOLER 10 ;1 SPRINKLER PLAN 16' W I1 C r�}- Z to i Q _ W!— ZQ4W`�W�FZ�� Z (n tp�4W O Q} wanos W d'W Q zv0i1981vLow:=01 z vJw ,o ZQ� omW6WWf Wz Wm F- N oQ~ccOlwwixm2mm< U) �m 8aRmMwm0. 0n_2 ISSUE BLOCK CHECKED BY: C� n DRAWN BY: GS �'• ttt63�3�3�ccc"' PROTO CYCLE: m~ s� 02-06-09 -all W 1 � OZ W N Z O s` $ � U LLI ISSUE BLOCK CHECKED BY: FW DRAWN BY: GS © C 192 PROTO CYCLE: 00 DOCUMENT DATE: 02-06-09 W Prlo � OZ ., � LLI 0 0 0 co cit z GA O ISSUE BLOCK CHECKED BY: FW DRAWN BY: GS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 FIRE SPRINKLER REMODEL PIPING PLAN SHEET: FP2 GM RECEIVING I" = 30'-0" PLUMBING KEYNOTES MECHANICAL NOTES GENERAL NOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD 15.702 REMOVE EXISTING EXHAUST FAN AND ALL 1. GENERAL NOTES ARE APPLICABLE TO ALL 22. PLUMBING CONTRACTOR SHALL VERIFY WATER PIPE OF EQUAL OR LARGER ASSOCIATED DUCTWORK. CAP EXISTING MECHANICAL/PLUMBING DRAWINGS. EXISTING SEWER AND VENT PIPE SIZE SIZE. VERIFY SIZE AND LOCATION AT CURB TO REMAIN WITH WATER TIGHT SEAL. AND ELEVATION AND SHALL VERIFY THAT SITE. PROVIDE SHUT-OFF VALVE IN REF ARCHITECTURAL CURB COVER DETAIL. 2• FURNISH AND INSTALL ALL MATERIALS PROPER SLOPES ARE AVAILABLE BEFORE NEW PIPE AT POINT OF CONNECTION. FOR A COMPLETE INSTALLATION IN ALL CUTTING FLOOR SLAB FOR NEW SEWER RESPECTS AND READY FOR INTENDED USE PIPING. 15.405 PROPERLY CAP, PLUG AND CONCEAL AND IN STRICT ACCORDANCE WITH STATE ANY PIPING LEFT IN PLACE. CAP AND LOCAL CODES AND MANUFACTURERS 23. PROVIDE ACCESS DOORS TO ALL ABANDONED SEWER PIPING A MINIMUM RECOMMENDATIONS. INACCESSIBLE WATER VALVES AND CLEAN OF 8" BELOW FINISHED FLOOR. MATCH OUTS. EXISTING FLOOR CONSTRUCTION AND 3. STORE MUST BE KEPT IN OPERATION. FINISHES. RE: ARCHITECTURAL ARRANGE ALL WORK TO KEEP DISRUPTIONS 24. PLUMBING CONTRACTOR SHALL PROVIDE PLANS. REMOVE UNUSED WATER AND TO STORE OPERATIONS TO A MINIMUM. ONE YEAR WARRANTY FOR PROPER SEWER VENT PIPING ABOVE CEILING AND CAP COORDINATE WITH EXISTING AND NEW SYSTEM OPERATION. REMAINING PIPE. CONSTRUCTION. PAY ALL NECESSARY FEES AND PERMITS. 25, SANITARY DRAINAGE LINES AND FITTINGS 15.429 CUT AND PATCH EXISTING CONCRETE (DRAIN, WASTE AND VENT) SHALL BE FLOOR SLAB FOR INSTALLATION OF 4. IF NEW CONSTRUCTION DISRUPTS CAST IRON, COATED INSIDE AND NEW UNDERGROUND PLUMBING PIPE. EXISTING UNDERGROUND SERVICES (GAS, OUTSIDE. WHERE PERMITTED BY LOCAL MATCH EXISTING CONSTRUCTION AND SEWER, DOMESTIC, WATER, FIRE CODES, PVC-DWV PLASTIC SCHEDULE 40 FINISHES. SPRINKLER, ETC.), PROVIDE ALL MAY BE USED IN LIEU OF CAST IRON. MATERIALS AND LABOR AS REQUIRED TO ALL PHOTOLAB PLUMBING SHALL BE PVC. MAINTAIN THEIR PROPER OPERATION. 26. WATER PIPING ABOVE GRADE SHALL BE 5. CONTRACTOR IS RESPONSIBLE FOR TYPE "L" HARD DRAWN COPPER JOINED UTILIZING OWNER APPROVED ROOFING WITH WROUGHT COPPER FITTINGS. MAKE CONTRACTORS FOR CUTTING AND JOINTS USING LEAD-FREE SOLDER AND A PATCHING ROOF. NON -CORROSIVE, PASTE -TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE 6. CONTRACTOR SHALL FURNISH AND INSTALL WITH CHROME -PLATED SEAMLESS BRASS EXHAUST FANS AND EXHAUST FAN CURBS. TUBE. INSULATE HOT & COLD WATER CONTRACTOR SHALL INSTALL ALL PIPING WITH RIGID GLASS FIBER A STRUCTURAL SUPPORTS FOR FANS AND MINIMUM OF 1/2" THICK WITH WHITE ALL- RTU'S. REFERENCE SERVICE JACKET (VAPOR RETARDER). ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. SHALL BE SET ON ROOF CURB. 27. PROVIDE AND INSTALL AUTOMATIC TRAP DO NOT SET RTU DIRECTLY ON ROOF. PRIMERS ON FLOOR DRAINS IF REQUIRED BY LOCAL PLUMBING CODES. 2 7. CONTRACTOR SHALL INSTALL OWNER - GP1.1 FURNISHED RTU CURB AND TEMPORARILY 28. ALL FLOOR CLEANOUTS SHALL BE COVER CURB PER ARCH DETAIL (IF INSTALLED FLUSH WITH FLOOR FINISH USED). RTU'S SHALL BE FURNISHED BY MATERIAL OR FLUSH WITH CONCRETE SLAB I OWNER AND INSTALLED BY CONTRACTOR. IF NO FLOOR FINISH MATERIAL ISCALLED OUT FOR ON ARCHITECTURAL j _ CURB ADAPTOR (IF USED) SHALL BE GR FURNISHED BY OWNER AND INSTALLED BY DRAWINGS. RECEIVING CONTRACTOR, COORDINATE RTU INSTALLATION WITH WAL-MART Wig• LOCATE ALL FLOOR CLEAN -OUTS OUT OF CONSTRUCTION MANAGER AND AES AS TRAFFIC WAYS, WHILE MAINTAINING 1 1 1 ( REQUIRED FOR RTU AHU CURB ADAPTERS. ACCESSIBILITY. LOCATE PER GM1.1 GP1.1 GR1.1 3 / DIMENSIONS IF SHOWN ON PLANS. �. M1 S. REPLACE FILTERS ON NEW RTU NO MORE 30. FLOOR CUTS SHALL BE STRAIGHT AND THAN ONE DAY PRIOR TO STARTING TEST CLEAN REPLACE REMOVED SLAB WITH ry - - --� i "' 17 r i -[--1 °' �l ( _i 1 & BALANCE PROCEDURES. FILTERS SHALL ' CONCRETE FLUSH AND SMOOTH WITH BE 2" THICK EQUAL TO FARR 30/30. ADJACENT FLOOR SLAB. REFERENCE z �s ate...._.-....._--�.. ,.... 9. LABEL RTU WITH 6" BLACK PERMANENT ARCHITECTURAL SHEETS. COORDINATE DAIRY 1 WITH GENERAL CONTRACTOR. f' PAINT STENCIL AND LABEL SENSOR WITH COOLER 2" HIGH BLACK PERMANENT PAINT 31. CAP ALL PIPING OPENINGS DURING - STENCIL. NUMBER THE SENSOR TO CONSTRUCTION UNTIL FINAL CONNECTIONS J CORRESPOND WITH RTU IT CONTROLS. �hfl LJ 1 I I I 1 1 I I I�;[ I�CLITSII l� I f . - TO EQUIPMENT AND ACCESSORIES ARE 777, - v I LOCATE LABEL FOR UNIT NEAR ITS MADE. DISCONNECT SO IT IS READABLE FROM ROOF HATCH. 32. CUT AND PATCH EXISTING CONCRETE' 'I it f FLOOR SLAB FOR INSTALLATION OF NEW 10. IF RTUS ARE INSTALLED BEFORE ROOFING pi UNDERGROUND PLUMBING PIPE. MATCH I IS COMPLETED, THE CONTRACTOR SHALL EXISTING CONSTRUCTION. _ BE RESPONSIBLE FOR ANY DAMAGE WHICH OCCURS DURING THE ROOFING PROCESS, 33. DO NOT INSTALL PIPING WITHIN COOLER I fi I INCLUDING TAR ON COILS. PANELS. INSTALL EXPOSED PIPING IN I i. „ PREP AREAS A MINIMUM OF 1 FROM 11. ROOFTOP UNITS SHALL BE ORIENTED SO » I THAT THE CONDENSATE DRAINS WITH THE PANEL WALL AND 6 ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. USE j I SLOPE OF THE ROOF. ONLY NON -CORROSIVE MATERIALS FOR 2 12. MECHANICAL FAILURE OF NEW ROOFTOPWNER, SPACERS AND ANCHORS. UNITS PRIOR TO ACCEPTANCE BY O MPH1 I 34. PROVIDE ESCUTCHEON PLATES FOR GROCERY SHALL BE REPAIRED OR REPLACED BY PLUMBING PENETRATIONS THROUGH I FREEZER CONTRACTOR THROUGH WARRANTY I AGREEMENT WITH MANUFACTURER. GROCERY CEILINGS AND WALLS. 35. PROVIDE AIR TIGHT SEAL AROUND PIPING ICE CREAM FREEZER 13. IF APPLICABLE, COORDINATE ALL NEW GAS PIPING AND ROOF EQUIPMENT WITH PENETRATIONS THROUGH COOLER/FREEZER Y I F. } EXISTING GAS PIPING, SKYLIGHTS, AND WALLS AND CEILINGS. FINISH WITH i' ESCUTCHEON PLATE. ROOF EQUIPMENT. FIELD VERIFY I (` EXISTING CONDITIONS. 36. PROVIDE HEAT TAPE AND INSULATION ON 1 I ALL WATER AND DRAIN PIPING EXPOSED 4" SS 15.429 I 14. ROOFTOP UNITS BEING ADDED TO TO FREEZING. EXISTING ROOF STRUCTURE SHALL BE -J INSTALLED WHEN THE UNITS ARRIVE AT THE JOB SITE. REFERENCE 37. INSTALL CONTINUOUS SEALANT JOINT AT ALL EXTERIOR WALL PENETRATIONS. } I ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. 38. FURNISH AND INSTALL SEISMIC BRACING 1 BASED ON APPROPRIATE SEISMIC ZONE j ; �,L :1 15. INSTALL VTRS A MINIMUM OF 24AND '" REQUIREMENTS PER SMACNA PUBLISHED t FLUES ANIMUM SEISMIC DETAILS, LOCAL AND NATIONAL MI OF 36 FROM ROOF I EDGE AND/OR PARAPET WALLS. INSTALL ' � / CODES. CONTRACTORS RESPONSIBILITY 171717 �I ( VTR S, FLUES AND EXHAUST FANS A INCLUDES STRUCTURAL ENGINEER'S :.... �; _ MINIMUM OF 10 FT FROM OUTSIDE AIR CERTIFICATION ON DETAILS SUBMITTED INTAKE OF ROOF TOP UNITS. INSTALL FOR PERMITTING. I - rT - EXHAUST FANS AND ROOF TOP UNITS A ! I MINIMUM OF 10 FT FROM ROOF EDGE OR A PRODUCE ? MINIMUM OF 60" FROM PARAPET WALLS jr PREP THAT ARE AT LEAST 42" HIGH. (E I 16. CONTRACTOR TO REPLACE DAMAGED ZONE SENSORS AND THERMOSTATS AS NEEDED. 17. COORDINATE LOCATION OF DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES TO i) I PREVENT EXCESSIVE SHADOWING OF THE ;r t SALES OR STOCK FLOORS. LIGHT FIXTURE SERVICE: `r y l LOCATIONS TAKE PRECEDENCE. FIELD I I VERIFY STRUCTURAL CONDITIONS BEFORE DEL x �• PRODUCE FABRICATION OF DUCTWORK. 177_� ' PREP 18. FLEXIBLE DUCT CONNECTIONS TO NEW OR RELOCATED DIFFUSERS AND GRILLES ARE I PROHIBITED. INSPECT CONDITION OF - _.._. EXISTING DUCT AND REPLACE DAMAGED p .... .-�BAKERY �� �`�, ii ' DUCT WITH EQUIVALENT TYPE OF DUCT AS I J 4 jj REQIRED le u ,..........,,, / 19. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE AREA. CONTRACTOR'S OPTION, _....� ROUND DUCTWORK OF EQUIVALENT FREE 1 1 1 AREA MAY BE USED IN LIEU OF 1RECTANGULAR. INCREASE RECTANGULAR M1 GP1 GGR1 (" ,,1 SHEET METAL SIZE AS REQUIRED FOR Ire LINER. REFER TO SPECIFICATIONS FOR I m„ THE INSULATION THICKNESS. 20. CLEAN ALL EXISTING DIFFUSERS AND A,' RETURN AIR GRILLES TO REMAIN. 77\�l'°°- 21. EXISTING PIPE SIZES AND LOCATIONS (,.h 4.) j HAVE NOT BEEN FIELD VERIFIED. GR CONTRACTOR IS RESPONSIBLE TO FIELD VESTIBULE VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 4 OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT FOR SAN SEWER PIPING SMALLER THAN 4". REF ARCH. FOR TRENCHING REQUIREMENTS: CHECKED BY: KLS i80 •`NO Fo a w A O D �tooF PROTO CYCLE: (A v o 02-06-09 00 ~ Z w �vLo U) V) w O U F- o 0 Z40 mN N Q c y ° X D cn CL i° U) z W o 0 O Q C/) U j. O � CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: 0 � C7 cm 02-06-09 00 ~ Z w 0 �-+--I W o 0 O Q C/) 1 O � a w 0 CHECKED BY: KLS DRAWN BY: LN 81 PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 EEiMP1 I V)Lli C; 00} Op O C9 l� LLJJ 2�3QQr OWO z� G9 O } ZQQ �N ZN �Hi�it��ppp p�J`Lu �'QQO pN�V1 M_j O aan�N(��ww��Nar Z (n V V O 0 F a W W W N w V p p Z z�iioc�awwabf2FQo3 ZFZ �(�C)pOp0_ 0ozwn 04v)C)w wOw U) D y _ Z w �al� p W¢ D � N�JIj.Q cn<Q:WQR ISSUE BLOCK CHECKED BY: KLS DRAWN BY: >Oo r- CNo 00 O � 192 PROTO CYCLE: icor- r, © ©� 02-06-09 U) o o p I I c En r� —:3 0 v O o c� v 0 Fes- mN N Q Lv + 0).t:, p x J D Q 0 0 �f�d u - U) Z U c cit 0 w U ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O � 192 PROTO CYCLE: O � © ©� 02-06-09 d 00 O O Lv o C) C� Q 0 0 O � U c cit � w z 0 y ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 N >5 ENLARGED MECHANICAL PLANS SHEET: m 1 NAILER RIGID EXHAUST FAN INSULATION PRE -FABRICATED BIRD SCREEN INSULATED ROOF CURB CURB FLASHING ROOF 14" MIN. F;���ZxZxl/4" AN DUCT \_BACKDRAFT DAMPER DETAIL FOR REFERENCE ONLY, WHEN NEW FAN CURBS ARE NEEDED. ROOF ���HAUST FAN DE TA 6 NTS 06/01/07 HM15 SUPPORT FROM STRUCTURE ABOVE WITH ALL -THREAD RODS AND VIBRATI❑N IS❑LATI❑N s� FLEXIBLE C❑NNECTI❑N (TYPICAL) TRANSFER FAN IN --LINE TRANSFER FAN DETAIL 5 NTS 06/01/07 HM14 SUPPLY AND RETURN AIR ROOFTOP UNIT RETURN DUCT PLENUMS WITH LINER. WHEN SHOWN SIZE TO MATCH ROOFTOP ON PLAN UNIT CONNECTION PR❑VIDE 3/4' FLANGED FRAME. HARDWARE CLOTH (1'x1' GRID) SECURE WITH CONTINU❑US 1' GALVANIZED STRAPS JOIST AND SCREWS 8' OC. PR❑VIDE 48'x22' OPENING AWAY FROM SUPPLY PLENUM FOR 20 -TON, 36'x20' OPENING FOR 10-T❑N, AND 24'x14' FOR 3 -AND 5 -TON RTUS, NOTE: ROUTE DUCT AS HIGH AS POSSIBLE BELOW RETURN PLENUM ABOVE JOIST GIRDER WHILE MAINTAINING A MINIMUM OF BOTTOM OF JOISTS 18" BELOW ROOF JOISTS. FOLLOW ROOF SLOPE RTU DUCTWORK DETAIL, 4 NTS 10.26.07 HMM13 MECHANICAL SYMBOLS 1$/12 RECTANGULAR DUCT 18" WIDE UNION BY 12" DEEP 12" 12" DIAMETER ROUND DUCT ® SUPPLY DUCT IN SECTION 02-06-09 RETURN OR EXHAUST DUCT IN ���M SECTION •''•., ELBOW WITH TURNING VANES TEE WITH TURNING VANES PRESSURE GAUGE ROUND (OR OVAL) ELBOW vi w VOLUME/BALANCE DAMPER F- z SUPPLY AIR DIFFUSER WITH CONNECTION ROUND SUPPLY DUCT D • RETURN OR EXHAUST AIR DIFFUSER z PRESSURE REGULATOR. VENT WITH ROUND DUCT CD DIFFUSER OR GRILLE TYPE 12" BRANCH DUCT AND/OR NECK SIZE 450 CFM OUH1 THERMOSTAT OS TIMER cy) TEMP SENSOR —S CONNECT TO EXISTING w '_ ��� Z o0 W 3¢Qr�O N ZNg ly Mz' .11Cw z $hZ0 J��tri¢U <a 8w�v�&w=�ffio0w a �8ti O '--nap tii ND Na> - Z - F�wmwt�0 z - www F- ow� f-m"�c�paQZZ¢ Z¢�(n WIi�N U=) ML4� p0 ~iE O0.,:FwwVHO ow =HTan wA<wwaaP KLS > o o .- FO UNION 0 0 o�o co I. PROTO CYCLE: cn d oo � I 02-06-09 TEE W/CAPPED 1 /8.• ���M o 4-J -o _`o� EE i c PRESSURE GAUGE PQ vi w CO F- z 0 0 m N N CONNECTION D • �cn i° z PRESSURE REGULATOR. VENT 0 L W � C) o TO DISCHARGE DOWN. SET TO O (� o 0 � � U� w as 7 IN. W.C. FOR NATURAL GAS/ TOP BEAMCLAMP z 11 IN. W.C. FOR PROPANE 0 TYP DELIVERY PRESSURE. REF TOP CHORD OF JOIST GAS PRESSURE REGULATOR " ROOF SCHEDULE MAX ROOF 00 ROOF PENETRATION BALL GAS REF ARCH VALVE REF ROOFTOP PIPE BLOCKING DETAIL 3" FULL SIZE 2"x2"x1 /4" ANGLE OR SEDIMENT 6" 1 5/8 x1 5/8 UNISTRUT 6 TRAP HANGER STRAP ROOF — STAINLESS STEEL ADJUSTABLE SCREW - LOADS MUST BE CLAMP (BOTH SIDES) `V" z THREADED ROD m OFNPANEL POINTS TYP 1" MIN. SHEET METAL GALVANIZED PIPE STRAP ONE GALVANIZED PIPE " REF STRUCTURAL SCREWS TYP SIZE LARGER THAN PIPE. STRAP TIGHT TO PIPE 60MAX It 60" MAX. 4.. 4,. GAS LINE PAINTED GAS LINE PAINTED BOTTOM OF REF ARCH REF ARCH A T ROOF PENETRATION STRUCTURE �� " RECTANGULAR DUCT- 2x2 x1 /4 ANGLE OR R 1 5/8 x1 5/8 UNISTRUT RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE RUBBER WALKPAD RUBBER WALKPAD ADHERED TO ROOF REF ARCH ADHERED TO ROOF ROUTE PIPING TO REF ARCH ALLOW FULL OPENING OPTIONAL ROUTING ROOF MEMBRANE ROOF MEMBRANE OF ALL EQUIPMENT IN CONCEALED ACCESS PANELS. AREAS ROOF INSULATION ROOF INSULATION UNION .. TEE W/CAPPED 1 /8 LOADS MUST BE .. LOAD RATED PRESSURE GAUGE HUNG WITHIN 3 FASTENERS CONNECTION OF PANEL POINTS 3 ROOF MAX REF ST UCTURAL PRESSURE REGULATOR. VENT ROOF TO DISCHARGE DOWN. SET TO — ROOFTOP 7 IN. W.C. FOR NATURAL GAS , UNIT (11 IN. W.C. MUNTERS)/ 1 1/4" ZINC COATED 1 1/4" ZING COATED 11 IN. W.C. FOR PROPANE 6" � 6" LAG SCREWS TYP LAG SCREWS TYP DELIVERY PRESSURE. REF 10'-0" MAX FROM GAS PRESSURE REGULATOR SCHEDULE TREATED WOOD BLOCKING TREATED WOOD BLOCKING EQUIPMENT BALL GAS /- REF ROOFTOP PIPE /-VALVE BOTTOM OF 2"x2"x1/4" ANGLE OR 6X6X12 FOR GAS PIPING, 2X4X12 6X6X12 FOR GAS PIPING, BLOCKING DETAIL STRUCTURE ROUND SUPPLY AIR DUCT 1 5 8"x1 5/8" UNISTRUT / / FOR CONDENSATE PIPING 2X4X12 FOR CONDENSATE 3" FULL SIZE ,,� - 8'-0" OC MAX DO PIPING - 8'-0" OC MAX DO SEDIMENT TWIST STRAP NOT ADHERE TO PAD NOT ADHERE TO PAD TRAP ROOF 16 GAUGE GALV STEEL LOAD BAND (2" WIDE) FASTENERS 2 I ROUND DUCT 60" MIN SUPPLY REGISTER, REF FLOOR PLAN FOR SIZE AND LOCATION, MOUNT REGISTERS ® 30 DEGREE ANGLE IN STOCKROOM AREA AND 15 DEGREE ANGLE IN SALES AREA, 2" PIPE OR LARGER LESS THAN 2„ PIPE EXCEPT THOSE SHOWN ON BOTTOM OF DUCT ON THE PLAN - AT ROOFTOP EQUIPMENT PERPENDICULAR TO JOIST PARALLEL TO JOIST 3 ROOF' TOP PIPE BLOCKING. GAS CONNECTION /SUPPORT2 DUCT SUPPORT AND GRILLENTS 08/06/07 HMT07 NTS 01.28.05 MT01-1 NTS 11.30.01 MM01 w '_ ��� Z o0 W 3¢Qr�O N ZNg ly Mz' .11Cw z $hZ0 J��tri¢U <a 8w�v�&w=�ffio0w a �8ti O '--nap tii ND Na> - Z - F�wmwt�0 z - www F- ow� f-m"�c�paQZZ¢ Z¢�(n WIi�N U=) ML4� p0 ~iE O0.,:FwwVHO ow =HTan wA<wwaaP CHECKED BY: KLS > o o .- FO a W A 0 0 o�o co I. PROTO CYCLE: cn d oo � I 02-06-09 a _ ���M o 4-J -o _`o� EE i c LoLo 0Lo Lo PQ vi w CO F- z 0 0 m N N D • �cn i° z 0 L W � C) o CHECKED BY: KLS DRAWN BY. a W A 0 0 192 PROTO CYCLE: 0 w � Ca O 02-06-09 PQ O O O z ^^^ h� W � C) o O (� o 0 � � U� w as z 0 CHECKED BY: KLS DRAWN BY. LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES ECONOMIZER SMOKE MODEL 34 34 OUTSIDE 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. CD SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 B, D, E TONS CFM TMS SCD SFT CEILING DIFFUSER HP W LOCATION METHOD CD1 SUPPLY AIR TITUS TMS E.H. PRICE SCD CARNES SFT (KXFA) ROUND NECK CEILING DIFFUSER SURFACE MOUNT 12 X 12 B, D, E, I CD2 24 X 24 CD3 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 C, D, E PRN100B (ALUMINUM) TMS -AA ASCD SFA CEILING DIFFUSER 7. ROOF CURB FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. U CD4 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE 24 X 24 C, D, E, I ROOFTOP (ALUMINUM) TMS -AA ASCD SFA (KXFA) CEILING DIFFUSER MOUNT EMS SHEETS. IN THE EVENT THE CO2 LEVELS RISE ABOVE 1000 PPM, THE CO2 SENSOR SHALL OVERRIDE THE OUTSIDE VEDK12M2 CD5 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE REF C, D, E, I (ALUMINUM) TMRA-AA ARCD SSAA (KXRA) CEILING DIFFUSER MOUNT DRAWINGS 200 SAW SUPPLY AIR TITUS E.H. PRICE CARNES DUCT MOUNTED SURFACE REF B, E, F, I VEDK06J2 30ORS 520S RTDAV WALL REGISTER MOUNT DRAWINGS SAW1 SUPPLY AIR TITUS E.H. PRICE PLENUM SLOT SURFACE REF- C, D, E, K 100 SLOT DIFFUSER FL -20 -JT JS -220 DIRECT DIFFUSER MOUNT DRAWINGS DB1 SUPPLY AIR AES CURBS PLUS DROP BOX A, G, H 1/8 ADB -6-25 DLPD6 3012-25 DIFFUSER TLE TOILET CARNES D82 SUPPLY AIR AES CURBS PLUS DROP BOX ROOFTOP 120/1/60 A, G, H CONTINUOUS A, B, C, D, E ADB -6-10 DLPD6 1806-10 DIFFUSER VEDK06J2 PRN100B DB3 SUPPLY AIR AES CURBS PLUS DROP BOX A, G, H EF8 TLE (LUBE PIT/ ADB -6-20 DLPD6 2510-20 DIFFUSER ACME PENNBARRY 950 DB4 SUPPLY AIR AES CURBS PLUS DROP BOX A, B, C, D, E A, G, H VEDK121_2 ADB -1-20 DLPD 3012-20 DIFFUSER CENTRIFUGAL DB5 SUPPLY AIR AES CURBS PLUS DROP BOX FAMILY TOILET A, G, H ACME ADB -1-10 DLPD 2406-10 DIFFUSER ROOFTOP 120/1/60 DIRECT DB6 SUPPLY AIR AES CURBS PLUS DROP BOX VEDK06J2 A, G, H DX10R ADB -1-5-3 DLPD 1206-5 DIFFUSER D87 SUPPLY AIR AES CURBS PLUS DROP BOX ACME PENNBARRY A, G, H 0.5" ROOFTOP ADB -1-8 DLPD 1806-7.5 DIFFUSER B, C, D, E D138 SUPPLY AIR AES CURBS PLUS DROP BOX A, G, H 1/2 ADB -1-25 DLPD 4010-25 DIFFUSER REAR JANITOR CLOSET CARNES FPT FAN POWERED TITUS E.H. PRICE CARNES VARIABLE VOLUME 120/1/60 DIRECT L, M, N, P A, B, C, D, E TERMINAL ATQP02-08 FEV -20-08 ASEG-08-B PARALLEL FLOW PRN100B DX10R TGW TRANSFER AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE REF B, E CARNES 33RL 91L RSHAH WALL GRILLE MOUNT DRAWINGS DIRECT TGW1 TRANSFER AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE REF C, E 63L 98L RAJAH WALL GRILLE MOUNT DRAWINGS TEMPORARY TG TRANSFER AIR TITUS 50F (TYPE 3) E.H. PRICE 80TB CARNES RAPAH 1/2" EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E RAG RETURN AIR C, E, F EAG EXHAUST AIR C, E, F TG1 TRANSFER AIR TITUS 50F (TYPE 1) E.H. PRICE 80F CARNES RAPAF --172-EGGCRATE CEILING GRILLE SURFACE MOUNT 12 X 12 C, E RAG1 RETURN AIR C, E, F EAG1 EXHAUST AIR C, E, F, I TG2 TRANSFER AIR TITUS 50F (TYPE 1) E.H. PRICE 8OF CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE SURFACE MOUNT 24 X 24 C, E RAG2 RETURN AIR C, E, F EAG2 EXHAUST AIR C, E, F, RAGS RETURN AIR (REMOVABLE GRILLE) TITUS SPG-50FF (TYPE 3) E.H. PRICE 80QR CARNES -'--1-72-0- RAPAF EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E, F, J TG3 C, E, F, J _1/6 SRD SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK NONE VARIES B, D XC -310 RID SSB -410 ROUND DIFFUSER GENERAL INFORMATION (ALL DEVICES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. NOTES: A. 6 -WAY (DB1-DB3) OR 4 -WAY (DB4-DB8) THROW UNLESS SHOWN OTHERWISE WITH FLOW ARROWS ON PLAN. B. ALL STEEL CONSTRUCTION. C. ALL ALUMINUM CONSTRUCTION. D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. E. STANDARD WHITE BAKED ENAMEL FINISH. F. PROVIDE NECK FOR DUCT CONNECTION. G. DROP BOX DIFFUSERS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY PLENUM. I. OPPOSED BLADE DAMPER IN NECK J. PROVIDE WITH FASTENERS FOR COMPLETE (NON -HINGED) REMOVABILITY OF GRILLE. DO NOT PROVIDE FILTER UNLESS NOTED OTHERWISE. K. TWO 2" SLOTS WITH MANUFACTURER'S INSULATED PLENUM (TITUS FBP1, PRICE JSPI). L. SET PRIMARY AIR MINIMUM TO 40 CFM AND MAXIMUM TO 300 CFM. M. ELECTRICAL INFORMATION: 3 KW ELECTRIC HEAT, 277V SINGLE PHASE, AND FACTORY MOUNTED DISCONNECT. N. UNIT HEAT SHALL BE CONTROLLED BY MANUFACTURER'S REMOTE MOUNTED 24V THERMOSTAT. REFERENCE PLANS FOR THERMOSTAT LOCATION. P. PROVIDE FACTORY -INSTALLED, PRESSURE INDEPENDENT, ELECTRONIC CONTROL PACKAGE WITH FACTORY INSTALLED CONTROL POWER TRANSFORMER. 01.25.08 ROOFTOP UNIT SCHEDULE - LENNOX SG SERIES) EQUIPMENT MARK AREA NOMINAL SUPPLY FAN DOWNSTREAM GAS HEAT ECONOMIZER SMOKE NOTES 34 34 OUTSIDE 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. REFER TO ROOF PLAN FOR COMBINED LINES SIZES. SERVED CAPACITY INPUT TYPE DETECTOR 05.25.07 v� d TONS CFM ESP AIR CFM OPERATION MBH HP W LOCATION METHOD RTU -37 PHARMACY 5 1650 0.5" 180 AUTO 125 FME --- ROOFTOP GENERAL INFORMATION (ALL UNITS): DIRECT 1. UNITS FURNISHED BY OWNER. INSTALLATION AND STARTUP BY CONTRACTOR. A, B, C, D, E 2. ALL UNITS ARE 460V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE 80%. 3. UNIT OPERATING WEIGHTS (LBS): 20 TON = 3275, 10 TON = 1860, 5 TON = 1087, 3 TON = 1063. VEDK08J2 4. OUTSIDE AIR IS CONDITIONED THROUGH THE AIR HANDLING UNITS FOR THE SALES FLOOR AREA AND PRN100B THROUGH THE ROOFTOP UNITS AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62-1999. 5. UNITS ARE SUPPLIED WITH HACR-TYPE RATED CIRCUIT BREAKER. CENTRIFUGAL 6. UNITS ARE SUPPLIED WITH SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. 7. ROOF CURB FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. U 8. UNIT ENERGY EFFICIENCY RATINGS (EER) PER ARI 210 & 360 ARE AS FOLLOWS: 20 TON = 12.6, 10 TON = 12.1, 5 TON = 12.8, 3 TON = 14.3. 9. UNITS ARE PROVIDED WITH FACTORY INSTALLED EMS VENDOR CONTROL BOARD FOR USE WITH EXISTING EMS SYSTEM AND SENSORS. REFER TO ENERGY MANAGEMENT SHEETS FOR VENDOR INFORMATION. CARNES 10. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION -SENSITIVE COMPRESSORS. ACME 11. FME = FULLY MODULATING ECONOMIZER. 1400 12. UNITS ARE PROVIDED WITH FACTORY INSTALLED CONVENIENCE RECEPTACLE. ROOFTOP 13. INSTALL ANCHOR BRACKETS FURNISHED WITH ROOF CURB. DIRECT NOTES: A, B, C, D, E A. UNIT EQUIPPED WITH RELAY FOR CO2 CONTROL, AND EXTERNALLY LABELED "IAT IN 3" RED LETTERS. REFERENCE EMS SHEETS. IN THE EVENT THE CO2 LEVELS RISE ABOVE 1000 PPM, THE CO2 SENSOR SHALL OVERRIDE THE OUTSIDE VEDK12M2 AIR DAMPER AND THE ROOFTOP UNIT ECONOMIZER SHALL MODULATE TO FULLY OPEN TO DECREASE CO2 LEVELS PRN135G TO BELOW 1000 PPM. REFERENCE DEMAND BASED VENTILATION INTERPRETATION OF ASHRAE 62-1999. B. FACTORY FURNISHED KEY ACTIVATED REMOTE SMOKE DETECTOR TEST STATION INSTALLED BY MECHANICAL CONTRACTOR. CENTRIFUGAL 09.26.08 ROOFTOP EQUIPMENT PIPING RUNOUT EQUIPMENT CONDENSATE GAS PIPE SIZE %09 DRAIN DOWNSTREAM oLoo rl SIZE OF REGULATOR 5TON RTU 34 34 GENERAL INFORMATION: 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. REFER TO ROOF PLAN FOR COMBINED LINES SIZES. 2. GAS PIPE SIZES REFLECT A MAXIMUM 10'-0" PIPE _LENGTH FROM REGULATOR TO APPLIANCE. 3. CONDENSATE PIPE SIZE IS DOWNSTREAM OF 4" REDUCER. REF CONDENSATE DRAIN THROUGH ROOF DETAIL. REF CONDENSATE DRAIN/SUPPORT DETAIL. 05.25.07 BERNER AIR CURTAIN SCHEDULE MARK AREA THERMOSTAT MODEL EL C HEAT FAN MOTORS NOTES SERVED QUANTITY KW V/PH/HZ QTY HP V/PH/HZ AC1 DSD DOOR - VSA2072A - - 2 0.5 120/1/60 F,G GENERAL INFORMATION (ALL AIR CURTAINS AS APPLICABLE): 1. AIR CURTAINS FURNISHED AND INSTALLED BY CONTRACTOR. 2. SET AIR CURTAIN THERMOSTATS TO 66*F. NOTES: A. UNITS SHALL BE FURNISHED WITH FACTOR MOUNTED INTERNAL DISCONNECTS LOCATED BEHIND INLET SCREEN OR ACCESS PANEL AND INTERNAL HEATER CIRCUIT FUSING. WHEN REQUIRED (MULTIPLE ELECTRIC HEAT UNITS AT ONE OPENING ONLY). B. UNITS SHALL BE FACTORY WIRED FOR CONTINUOUS HIGH SPEED FAN OPERATION AND PROVIDED WITH WIRING DIRECTIONS FOR FUTURE CHANGE TO MEDIUM AND/OR LOW FAN SPEED. C. UNIT HEAT SHALL BE CONTROLLED BY MANUFACTURER'S REMOTE MOUNTED 24V THERMOSTAT WITH LOCKING COVER. REF PLANS FOR THERMOSTAT LOCATION AND NUMBER OF CURTAINS CONTROLLED. D. UNIT HEAT SHALL BE CONTROLLED BY FACTORY MOUNTED INTEGRAL THERMOSTAT. E. UNIT SHALL BE FURNISHED WITH MANUFACTURER'S 120V AUTOMATIC SLIDER DOOR SWITCH AND REQUIRED ACCESSORIES TO ENERGIZE AIR CURTAIN WHEN DOORS OPEN AND CONTINUE OPERATION FOR 60 SECONDS AFTER DOORS CLOSE. F. UNIT SHALL BE FURNISHED WITH MANUFACTURER'S 120V OVERHEAD DOOR TRACK SWITCH AND REQUIRED ACCESSORIES TO ENERGIZE ALL AIR CURTAINS AT EACH DOOR WHEN DOOR OPENS AND DE -ENERGIZE AIR CURTAINS WHEN DOOR CLOSES. SWITCH STRIKE PLATE ATTACHED TO DOOR IS PROVIDED BY MECHANICAL CONTRACTOR. G. UNIT SHALL BE TOP MOUNTED. FOR OVERHEAD DOOR CURTAIN INSTALLATIONS NOT DETAILED ON ARCHITECTURAL DRAWINGS. SUSPEND CURTAINS FROM UNISTRUT INSTALLED BELOW DOOR TRACK AND SPANNING ENTIRE DOOR OPENING AS REQUIRED. SUPPORT UNISTRUT FROM STRUCTURE. H. UNIT SHALL BE WALL MOUNTED. J. UNIT SHALL BE FURNISHED WITH FACTORY MOUNTED DISCONNECT LOCATED ON TOP OF AIR CURTAIN. K. UNIT SHALL BE FURNISHED WITH FACTORY MOUNTED CONTROL PANEL WITH DISCONNECT ON END OF UNIT. REFERENCE PLANS FOR CONTROL PANEL LOCATION. L. UNIT SHALL BE FURNISHED WITH MANUFACTURER'S 24V MAGNETIC REED SWITCH. SET INTELLISWITCH TIME DELAY TO ENERGIZE AIR CURTAIN WHEN DOORS OPEN AND CONTINUE OPERATION FOR 60 SECONDS AFTER DOORS CLOSE. M. UNITS SHALL BE FURNISHED WITH A SINGLE 48OV/3 REMOTE MOUNTED DISCONNECT SERVICE AS DISCONNECTING MEANS FOR AC1 AND AC2. DISCONNECT INSTALLATION BY OTHERS. 06.27.08 LLJ W LL <<F-XgFmn zN� ef-a''isoWo�WOch<uu O �HW �H a5 0M 0.0<� w wwJ5-a->- Z woaoLL�L. oo'jLW�wm �w �JaNw'lqaz000 J zw0a�_CL 6<Fao3 D a<� WRi _ ubzw< xz<� wF o- C- oo wow--�5iir%��� Fnrno5odzvwiafwao KLS DRAWN BY: FAN SCHEDULE %09 192 PROTO CYCLE: oLoo rl MARK AREA SERVED MANUFACTURER CFM ESP MOUNTING V/PH/HZ DRIVE CONTROL NOTES O v� d MODEL En M FAN TYPE HP W METHOD V) EF1 AP OFFICE/GR FRONT JANITOR 0 o CARNES c� ACME PENNBARRY 600 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E •�-• O X a w Gq VEDK08J2 cn a L° PRN100B DX11R CENTRIFUGAL 1/5 U EF2 FRONT RESTROOMS CARNES ACME PENNBARRY 1400 0.5" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK12M2 PRN135G DX16R CENTRIFUGAL 1/2 EF3 VISION CENTER CARNES ACME PENNBARRY 200 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A. B, C. D. E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF4 GM FRONT JANITOR CARNES ACME PENNBARRY 100 0.375" ROOFTOP 120/1/60 DIRECT WALL SWITCH A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF7 TLE TOILET CARNES ACME PENNBARRY 130 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK06J2 PRN100B DX1OR CENTRIFUGAL 1/8 EF8 TLE (LUBE PIT/ CARNES ACME PENNBARRY 950 0.5" ROOFTOP 120/l/60 DIRECT CONTINUOUS A, B, C, D, E MECHANICAL ROOM) VEDK121_2 PRN118E DX13Q CENTRIFUGAL 1/4 EF9 FAMILY TOILET CARNES ACME PENNBARRY 160 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF10 REAR RESTROOMS CARNES ACME PENNBARRY 1600 0.5" ROOFTOP 120/1/60 DIRECT CONTINUOUS B, C, D, E VEDK12P2 PRN135C DX16R CENTRIFUGAL 1/2 EF11 REAR JANITOR CLOSET CARNES ACME PENNBARRY 330 0.375" ROOFTOP 120/1/60 DIRECT WALL SWITCH A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF17 PHARMACY TOILET CARNES ACME PENNBARRY 125 0.375" ROOFTOP 120/1/60 DIRECT TIMER SWITCH H VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EFTC1 TEMPORARY CARNES ACME PENNBARRY 200 0.125" CEILING 120/1 /60 DIRECT CONTINUOUS J VISION CENTER VCDD 020C VQ200 Z8S TD CENTRIFUGAL 131 TF1 BAKERY CARNES ACME PENNBARRY 500 0.5" INLINE 120/1/60 DIRECT TRANSFER FAN VIDK12J3 XD161D8 SX095RC CENTRIFUGAL HP GENERAL INFORMATION: _1/6 1. FANS MUST BE AMCA CERTIFIED AS WELL AS UL OR ETL LISTED. 2. SCHEDULED FAN HORSEPOWERS ARE MAXIMUM AND MAY VARY BETWEEN MANUFACTURERS. NOTES: A. FURNISH WITH FACTORY MOUNTED DISCONNECT. B. FURNISH WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. C. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. D. FURNISH WITH FACTORY PRE -WIRED FAN SPEED CONTROLLER. E. FASTEN THE BASE OF EXHAUST FAN TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / SS BONDED WASHERS (2 PER SIDE). F. PROVIDE SAIL SWITCH (HONEYWELL #S688A). G. REF ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN INTERLOCK. H. REF ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN CONTROL. J. PROVIDE WITH MANUFACTURER'S CEILING GRILLE. K. PROVIDE 12" CURB EXTENSION. 11.26.08 BERNER AIR CURTAIN SCHEDULE MARK AREA THERMOSTAT MODEL EL C HEAT FAN MOTORS NOTES SERVED QUANTITY KW V/PH/HZ QTY HP V/PH/HZ AC1 DSD DOOR - VSA2072A - - 2 0.5 120/1/60 F,G GENERAL INFORMATION (ALL AIR CURTAINS AS APPLICABLE): 1. AIR CURTAINS FURNISHED AND INSTALLED BY CONTRACTOR. 2. SET AIR CURTAIN THERMOSTATS TO 66*F. NOTES: A. UNITS SHALL BE FURNISHED WITH FACTOR MOUNTED INTERNAL DISCONNECTS LOCATED BEHIND INLET SCREEN OR ACCESS PANEL AND INTERNAL HEATER CIRCUIT FUSING. WHEN REQUIRED (MULTIPLE ELECTRIC HEAT UNITS AT ONE OPENING ONLY). B. UNITS SHALL BE FACTORY WIRED FOR CONTINUOUS HIGH SPEED FAN OPERATION AND PROVIDED WITH WIRING DIRECTIONS FOR FUTURE CHANGE TO MEDIUM AND/OR LOW FAN SPEED. C. UNIT HEAT SHALL BE CONTROLLED BY MANUFACTURER'S REMOTE MOUNTED 24V THERMOSTAT WITH LOCKING COVER. REF PLANS FOR THERMOSTAT LOCATION AND NUMBER OF CURTAINS CONTROLLED. D. UNIT HEAT SHALL BE CONTROLLED BY FACTORY MOUNTED INTEGRAL THERMOSTAT. E. UNIT SHALL BE FURNISHED WITH MANUFACTURER'S 120V AUTOMATIC SLIDER DOOR SWITCH AND REQUIRED ACCESSORIES TO ENERGIZE AIR CURTAIN WHEN DOORS OPEN AND CONTINUE OPERATION FOR 60 SECONDS AFTER DOORS CLOSE. F. UNIT SHALL BE FURNISHED WITH MANUFACTURER'S 120V OVERHEAD DOOR TRACK SWITCH AND REQUIRED ACCESSORIES TO ENERGIZE ALL AIR CURTAINS AT EACH DOOR WHEN DOOR OPENS AND DE -ENERGIZE AIR CURTAINS WHEN DOOR CLOSES. SWITCH STRIKE PLATE ATTACHED TO DOOR IS PROVIDED BY MECHANICAL CONTRACTOR. G. UNIT SHALL BE TOP MOUNTED. FOR OVERHEAD DOOR CURTAIN INSTALLATIONS NOT DETAILED ON ARCHITECTURAL DRAWINGS. SUSPEND CURTAINS FROM UNISTRUT INSTALLED BELOW DOOR TRACK AND SPANNING ENTIRE DOOR OPENING AS REQUIRED. SUPPORT UNISTRUT FROM STRUCTURE. H. UNIT SHALL BE WALL MOUNTED. J. UNIT SHALL BE FURNISHED WITH FACTORY MOUNTED DISCONNECT LOCATED ON TOP OF AIR CURTAIN. K. UNIT SHALL BE FURNISHED WITH FACTORY MOUNTED CONTROL PANEL WITH DISCONNECT ON END OF UNIT. REFERENCE PLANS FOR CONTROL PANEL LOCATION. L. UNIT SHALL BE FURNISHED WITH MANUFACTURER'S 24V MAGNETIC REED SWITCH. SET INTELLISWITCH TIME DELAY TO ENERGIZE AIR CURTAIN WHEN DOORS OPEN AND CONTINUE OPERATION FOR 60 SECONDS AFTER DOORS CLOSE. M. UNITS SHALL BE FURNISHED WITH A SINGLE 48OV/3 REMOTE MOUNTED DISCONNECT SERVICE AS DISCONNECTING MEANS FOR AC1 AND AC2. DISCONNECT INSTALLATION BY OTHERS. 06.27.08 LLJ W LL <<F-XgFmn zN� ef-a''isoWo�WOch<uu O �HW �H a5 0M 0.0<� w wwJ5-a->- Z woaoLL�L. oo'jLW�wm �w �JaNw'lqaz000 J zw0a�_CL 6<Fao3 D a<� WRi _ ubzw< xz<� wF o- C- oo wow--�5iir%��� Fnrno5odzvwiafwao CHECKED BY: KLS DRAWN BY: >ao.- 04 0 00 %09 192 PROTO CYCLE: oLoo rl © C3 02-06-09 z Q O v� d En M O 75 V) VI W V' 0 o IY c� C= O Z mN H •�-• O X a w Gq cn a L° U ILI 0 z U r� 0 CHECKED BY: KLS DRAWN BY: w A %09 192 PROTO CYCLE: O © C3 02-06-09 z O Q O IY c� C= O O � a w Gq z r� 0 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: M3 CONNECT TO CONNECT --- - - it . Ivl LI\Vl lrll\VIJL 1 L./"11Y ` � v' V WHA EXISTING 1" HW 15.473 REMOVE EXISTING COLD WATER SUPPLY TO WATER HEATER AND 3/4" CW & HW . / ROUTE THRU P1. 15.406 ETMV2 3/4" TEPID WATER TO GROCERY 3/4 TEPID / RECEIVING EYEWASH WH2 15.473 i,, 15.406 3/4" TEPID WATER REF 1-GP1.1 FOR ' I 15.408 TO GROCERY CONTINUATION\ RECEIVING EYEWASH P1 (BOOSTER PUMP) - - - EXISTING 3" CW 15.473 —Z - — - — - - - - - - - REF 1-GP1.1 FOR SAFETY AREA TO BE CONTINUATION EXISTING 1" CW i MAINTAINED FREE AND 15.401 I CLEAR FOR EYEWASH. i —.._ .. --- ........_ RFF ARCH SHEETS I -- 'NEW NEW 3 4 SS3 P2 P2 R EAR JANIT( 4)NTS 2 i REPLACE EXISTING P2.1 REPLACE MOP SINK AND WATER HEATER WITH ASSOCIATED TRIM WITH NEW SS3 WH2. ROUTE T&P .-_- i RELIEF TO NEW SS3 15.406 i TRAINING f ROUTE NEW HOT WATER LINE TO EMTV2 I 3/4" HOT AND COLD WATER .._.:... i. _ . ..__ REAR JANITOR R I 1 JANITOR REPLACE HEATER EXISTING WATER WITH WH7 ON SHELF. DRAWN BY- 00 O O 1 PROTO CYCLE: oLr)o to F_ © `3 r 02-06-09 c go ROUTE T & P RELIEF TO NEW SS3. - r%) 157 d- W C'3 o `r .. F+'1 � �� DEMO FLOOR 0 50Ul PROPERLY SEAL Lo �� � W o cv ' 0 o 0 z � (~ o � mN SINK AT EDGES A rn o x D * F2V)a� U U) z 0 0 COVERING AS (_)LbOOMM 4N \ROOF HATCH VERIFY LOCATION 15.400 ROOF HATCH AND G PLAN 2 REPLACE MOP SINK 1" HOT ANDtj P2 AND ASSOCIATED COLD WATER TRIM WITH NEW SS3---,,",,"(TYP.) 15.406....... DEMO FLOORCOVERING AS REPLACE EXISTING WATER NEEDED. REPLACE HEATER WITH WH1. ROUTE TO MATCH EXISTING. PROPERT & P RELIEF TO NEW SS3. SINK A15.408 JANITOR Ei GM FRONT JANITOR PLUM GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.400 PROVIDE A 3/4' CW LINE WITH SHUT— OFF TO H62. INSTALL 24" BELOW ROOF DECK BEHIND ROOF HATCH LADDER. ORIENT HOSE BIBB UPSIDE DOWN. 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT—OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. 15.408 ROUTE WATER HEATER T&P DISCHARGE TO FLOOR DRAIN WITH AHJ APPROVED AIR GAP. 15.436 REPLACE SINK AND ASSOCIATED TRIM,INCLUDING THE FAUCET, TAILPIECE,P—TRAP, SUPPLY LINES, AND SHUTOFF VALVES. 15.473 SUPPORT NEW PIPING WITHIN STRUCTURE OR AS CLOSE TO BOTTOM OF STRUCTURE AS POSSIBLE. COORDINATE ROUTING WITH EXISTING EQUIPMENT. U) c� ~ 0 W o x <<46ujw Z"� } ¢Q Z � �a�paawti"i���c�.� a Ogy (n2O DNaw-Xwj�zWonwaW onw�P} zauW- g" F- W19 < zDi6o~0. .LLJ paFao3 D wz<y�r�wwWcomW 0o tno5i�ti'imw H � Ntn—Z�~OOWUW�Op =-) ND ��� ��ap ISSUE BLOCK CHECKED BY: KLS DRAWN BY- 00 O O 192 PROTO CYCLE: oLr)o to F_ © `3 r 02-06-09 c go Z 0 - r%) 157 d- W C'3 o `r .. F+'1 � �� cEriri 0 50Ul Lo �� M W o cv �- 0 o 0 z � (~ o � mN F- A rn o x D * F2V)a� U U) z 0 0 (_)LbOOMM ISSUE BLOCK CHECKED BY: KLS DRAWN BY- a w A O O 192 PROTO CYCLE: 0 � © `3 r 02-06-09 Z O � W C'3 F+'1 Q 0 two 0 0 O � (~ o � � A Z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY- LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ENLARGED PLUMBING PLANS SHEET: p 1 3/4" PVB2. MOUNT i 0 60" AFF OR AS REQUIRED BY AHJ. 12" HB5 FLOOR PIPE MAY EXTEND AS WASTE OR VENT. )r____—INSTALL FD1 AT 6" FROM FACE PROVIDE CLEANOUT TEE COLUMN OR NOTES: OF WALL TO CENTER LINE OF WITH SCREWED COUNTER— PARTITION FLOOR DRAIN OR AS SHOWN ON SUNK ABS PLASTIC PLUG: AS SHOWN 1. REF ARCHITECTURAL DRAWING FOR AQUARIUM PLAN. TAPERED—THREAD WITH ON FLOOR WALL LOCATION IN SALES FLOOR. TFE JOINT COMPOUND. PLAN. WHERE CLEANOUT TEE AQUARIUM WALL ELEVATION IS CONCEALED IN A CLEANOUT 5 NTS 07.25.08 MP20 CHASE OR PARTITION, FACE SHALL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH SURFACE. BEVELED EDGES AND PROVIDE — — — — — — FLATHEAD MACHINE EXTENSION SCREW. IF REQUIRED. _ i HW AND CW . A•' '. c SUPPLY NEW CONCRETE HUB AT FLOOR REFER TO PLUMBING I I REF PLANS EYEWASH HEAT TRAP DOWN i PROVIDE PVC DRAIN / FLOOR FIXTURE SCHEDULE I I BALL VALVE RISER LENGTH o SLAB AND SPECIFICATIONS TO MIDPOINT OF i i PIPE SIZED PER AS REQUIRED HEATER TANK ��� I -1 TYP NEW 15.404 FOR FURTHER MANUFACTURERS LONG SWEEP AT END OF LINE INFORMATION. WCO TYP OF 2 WATER REQUIREMENTS. EYEWASH OR COMBINATION WYE AND HEATER i HIGH IMPACT PLASTIC ROUTE VENT ALONG WALL, EIGHTH BEND IN DRAIN PAN BY 15.406 CONNECT TO EXISTING VENT DIRECTION e-� CONTRACTOR SIMILAR WALL RUN OF LINE. -..� FLOOR SYSTEM AT STRUCTURE. OF FLOW TO PLUMBEST J36-018 ROUTE DRAIN LINE SECURELY ALONG WALL AND PROVIDE DRAIN ROUTE DRAIN LINE PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY PIPE FULL SIZE FASTEN A MINIMUM OF THREE PIPE PER SECURELY ALONG WALL AND WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: WITH AIR GAP LOCATIONS TO PREVENT TRIP FASTEN A MINIMUM OF THREE MANUFACTURERS LOCATIONS TO PREVENT TRIP LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. UNION DIELECTRIC HAZARD TO PERSONNEL. REQUIREMENTS HAZARD S PERSONNEL. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TYP WALL CLEANOUT WATER HEATER BELOW COU N TER TERMINATE WITH 7NTS 06.01.07 HP11 6NTS 10.02.02 BGWRMP04 APPROVED AIR GAP EXISTING �- -----� FLOOR SINK CONNECT NEW EYEWASH DRAIN TO EXISTING SANITARY SEWER EXISTING DRAIN LINE GREATER THAN 1 SANITARY ALONG WALL AND ABOVE GRADE. SEWER 3/4" TEPID WATER LINE TO 15.403 REMOTE EYEWASH STATION(S) ROUTE NEW 3/4" HOT AND EYEWASH DRAIN COLD WATER PIPING TO NEW ETMV1 FROM NEAREST 4 NTS 07.14.07 EXISTING WATER HEATER OF XI TIN WA A MINIMUM 15 GAL AND 2 E S G LL KW CAPACITY. MOUNT EYEWASH SECURELY TO WALL 1/2" TEPID PER MANUFACTURES WATER LINE INSTALLATION INSTRUCTIONS. EYEWASH .... MOUNT ETMV SECURELY ON �� �;.-- WALL AS CLOSE AS POSSIBLE IF SERVING SINGLE EYEWASH STATION, ADAPT FROM (( AND BELOW EYEWASH PER OUTLET OF ETMV TO 1/2". IF SERVING MULTIPLE MANUFACTURERS INSTALLATION ',,' EYEWASH STATIONS PROVIDE 3/4" .PIPE AND L ETMV2 INSTRUCTIONS. WITH 3/4" LINE TO REMOTE TEPID EYEWASH STATION(S). HW SUPPLY TO EYEWASH ETMV- EMERGENCY THERMOSTATIC SYSTEM REF PLAN ( BALL VALVE TYP MIXING VALVE SET TO 657) CW SUPPLY TO WATER REF SPECIALT1 PLUMBING - - - - - HEATER REF PLAN FIXTURE SCHEDULE E EXPANSION TANK i — REF WATER HEATER y PVC DRAIN TO EXISTING SERVICE SINK � SCHEDULE SERVICE WHEN POSSIBLE. FOR OTHER OPTIONS I i I DIELECTRIC UNION TYP SINK SEE TEPID EYEWASH GUIDELINE. HEAT TRAP DOWN TO MID � — � REF PLUMBING FOR DETAILS. POINT OF HEATER TANK i I WALL ANGLE SUPPORTS TYP FLOOR TYP OF 2 i � SUPPORT PLATFORM WATER T & P RELIEF HEATER GALVANIZED SHEET METAL DRAIN DELETE WALL BRACKETING FOR PAN (MIN 24 GAUGE1 1/2" DEEP). DELETE DRAIN PAN FOR FLOOR UNDERCOUNTER APPLICATIONS. _ _ _ _ _ _ MOUNTED OR UNDERCOUNTER PLAN VIEW ELEVATION VIEW PROVIDE 4" HOUSEKEEPING APPLICATIONS. PAD FOR FLOOR MOUNTED APPLICATIONS. REF PLANS AND PIPE FULL SIZE WITH AIR WATER HEATER SCHEDULE FOR GAP ALTERNATE MOUNTING EMERGENCY THERMOSTATIC MIXING INFORMATION. VALVE (ETMV) MOUNTING ELEVATION -WATER HEATER 3 NTS 07.14.07 BGWRMP13(ETMV) 2 NTS 11.26.04 MP05 ALL SHUTOFF VALVES ON THIS ASSEMBLY SHALL BE LOCKABLE. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. PROVIDE CLEANOUTS IN DISCHARGE INTO RECEPTOR TURNS/ENDS OF PIPE. USE WITH AIR GAP SUFFICIENT DWV FITTINGS IF SIZE TO REMOVE GRATE AND IS LARGER THAN 1". �� STRAINER. MAKE AIR GAP TWICE PIPE DIAMETER OR MINIMUM OF 2 �--MAKE CONNECTION TO EQUIPMENT AS SLOPE PIPE REQUIRED. AS MUCH AS POSSIBLE TOWARD DISCHARGE. � MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON- PROVIDE TRAP AND VENT NECTION, MINIMUM 3/4 USE "M" STUB WHEN LENGTH EXCEEDS OR "L" HARD COPPER UP TO 1" TWO FEET HORIZONTAL OR AND TYPE DWV FOR LARGER. FOUR FEET TOTAL. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY, SECURED BY MEANS OF CLAMPS OR BRACKETS TO THEIR OWN EQUIPMENT UNITS AND ROUTED TO THEIR SPECIFIC FLOOR SINKS. THERE SHALL NOT BE ANY LOOSE OR DANGLING WASTE LINES, NOR WASTE LINES LYING ON THE FLOOR. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. EQUIPMENT INDIRECT DRAT 1 NTS 06.01.07 HP12 PLUMBING SYMBOLS EXPOSED VENT PROVIDE LEAD SHEETING GW PIPE THRU ROOF 1,AROUND OW EXPOSED VENT ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE SHALL BE PVC. RD ABOVE FLASHING. TURN TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP HEIGHT ABOVE ROOF DOWN INTO PIPE OPENING. WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET SHALL EXCEED LOCAL CLAMP VENT FLASHING SHALL BE MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED MAXIMUM SNOW DEPTH 10 T PER ROOF MANUFACTURER'S FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON (CONTRACTOR SHALL G AND ROOFING (RECOMMENDATION. BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. VERIFY), 12" MINIMUM. IF FLOOR IS TO HAVE TILE, SET CONTRACTOR'S CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. FOR DRAINS AND CLEANOUTS ON TOP OF DRAIN TO BE FLUSH REF REFRIGERATION CSL THE SALES FLOOR WITH TOP OF TILE. COORDINATE N 0- L.L. MEMBRANE CLAMP FLOOR SLAB ON GRADE FINISH TILE ELEVATION WITH —���— ROOF INSULATION SQUARE TOP FLOOR DRAIN GENERAL CONTRACTOR. C)-- CASE KICKPLATE DO NOT SLOPE FLOOR 3/8" TILE ON MORTAR BED (WHERE w FLOOR TO DRAIN. ROOF DECK e e p° e FLOOR ARCHITECTURAL FLOOR FINISH PLAN) a .: 4 a a ° 9 ' • e a.4 baa.' SHUT-OFF VALVE IN VERTICAL LINE AS REQUIRED FOR SAME SIZE AS SEWER CORE DRILL ROOF OR vaq ANCHOR PIPE TO ROOF DEPTH OF SEWER �— UP TO 4" MAXIMUM PROVIDE SLEEVE IF _?_TMV DECK WITH U—BOLT AROUND PVC PIPE OR FLOOR DRAIN REQUIRED BY TYPE OF ROOF DRAIN/OVERFLOW ROOF DRAIN PIPE AND ANGLE IRON HUB AND SPIGOT LONG SWEEP ELBOW AT ROOF DECK. PROVIDE ----'U YCO WELDED OR SCREWED TO CAST IRON PIPE END OR TURN OF RUN FIRE STOP SEAL BETWEEN HOSE BIBB ROOF DECK OR JOIST. BELOW FLOOR COMBINATION WYE AND PIPE AND SLEEVE OR DECK. CONNECT TO EXISTING MINIMUM 12" BELOW ROOF SANITARY EIGHTH BEND IN RUN. PROVIDE PIPE INCREASER PIPE CONNECTORS SUITABLE SEWER LINE � ENTER TOP OF PIPE. IF/WHERE CODE REQUIRES A COMBINATION WASTE FOR TYPE OF PIPE USED & VENT DIRECTION MINIMUM 3" VENT THRU ROOF. DEEP—SEAL DEEP -SEAL P—TRAP P—TRAP OF FLOW LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. FLOOR CLEANOUT VENT THRU ROOF(VTR) 7'-10" 1 0 5'-10" 3/4" CW 1 NTS 03.28.08 HP10 NTS 06.01.07 HPO4 3/4" PVB2. MOUNT i 0 60" AFF OR AS REQUIRED BY AHJ. 12" HB5 FLOOR PIPE MAY EXTEND AS WASTE OR VENT. )r____—INSTALL FD1 AT 6" FROM FACE PROVIDE CLEANOUT TEE COLUMN OR NOTES: OF WALL TO CENTER LINE OF WITH SCREWED COUNTER— PARTITION FLOOR DRAIN OR AS SHOWN ON SUNK ABS PLASTIC PLUG: AS SHOWN 1. REF ARCHITECTURAL DRAWING FOR AQUARIUM PLAN. TAPERED—THREAD WITH ON FLOOR WALL LOCATION IN SALES FLOOR. TFE JOINT COMPOUND. PLAN. WHERE CLEANOUT TEE AQUARIUM WALL ELEVATION IS CONCEALED IN A CLEANOUT 5 NTS 07.25.08 MP20 CHASE OR PARTITION, FACE SHALL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH SURFACE. BEVELED EDGES AND PROVIDE — — — — — — FLATHEAD MACHINE EXTENSION SCREW. IF REQUIRED. _ i HW AND CW . A•' '. c SUPPLY NEW CONCRETE HUB AT FLOOR REFER TO PLUMBING I I REF PLANS EYEWASH HEAT TRAP DOWN i PROVIDE PVC DRAIN / FLOOR FIXTURE SCHEDULE I I BALL VALVE RISER LENGTH o SLAB AND SPECIFICATIONS TO MIDPOINT OF i i PIPE SIZED PER AS REQUIRED HEATER TANK ��� I -1 TYP NEW 15.404 FOR FURTHER MANUFACTURERS LONG SWEEP AT END OF LINE INFORMATION. WCO TYP OF 2 WATER REQUIREMENTS. EYEWASH OR COMBINATION WYE AND HEATER i HIGH IMPACT PLASTIC ROUTE VENT ALONG WALL, EIGHTH BEND IN DRAIN PAN BY 15.406 CONNECT TO EXISTING VENT DIRECTION e-� CONTRACTOR SIMILAR WALL RUN OF LINE. -..� FLOOR SYSTEM AT STRUCTURE. OF FLOW TO PLUMBEST J36-018 ROUTE DRAIN LINE SECURELY ALONG WALL AND PROVIDE DRAIN ROUTE DRAIN LINE PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY PIPE FULL SIZE FASTEN A MINIMUM OF THREE PIPE PER SECURELY ALONG WALL AND WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: WITH AIR GAP LOCATIONS TO PREVENT TRIP FASTEN A MINIMUM OF THREE MANUFACTURERS LOCATIONS TO PREVENT TRIP LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. UNION DIELECTRIC HAZARD TO PERSONNEL. REQUIREMENTS HAZARD S PERSONNEL. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TYP WALL CLEANOUT WATER HEATER BELOW COU N TER TERMINATE WITH 7NTS 06.01.07 HP11 6NTS 10.02.02 BGWRMP04 APPROVED AIR GAP EXISTING �- -----� FLOOR SINK CONNECT NEW EYEWASH DRAIN TO EXISTING SANITARY SEWER EXISTING DRAIN LINE GREATER THAN 1 SANITARY ALONG WALL AND ABOVE GRADE. SEWER 3/4" TEPID WATER LINE TO 15.403 REMOTE EYEWASH STATION(S) ROUTE NEW 3/4" HOT AND EYEWASH DRAIN COLD WATER PIPING TO NEW ETMV1 FROM NEAREST 4 NTS 07.14.07 EXISTING WATER HEATER OF XI TIN WA A MINIMUM 15 GAL AND 2 E S G LL KW CAPACITY. MOUNT EYEWASH SECURELY TO WALL 1/2" TEPID PER MANUFACTURES WATER LINE INSTALLATION INSTRUCTIONS. EYEWASH .... MOUNT ETMV SECURELY ON �� �;.-- WALL AS CLOSE AS POSSIBLE IF SERVING SINGLE EYEWASH STATION, ADAPT FROM (( AND BELOW EYEWASH PER OUTLET OF ETMV TO 1/2". IF SERVING MULTIPLE MANUFACTURERS INSTALLATION ',,' EYEWASH STATIONS PROVIDE 3/4" .PIPE AND L ETMV2 INSTRUCTIONS. WITH 3/4" LINE TO REMOTE TEPID EYEWASH STATION(S). HW SUPPLY TO EYEWASH ETMV- EMERGENCY THERMOSTATIC SYSTEM REF PLAN ( BALL VALVE TYP MIXING VALVE SET TO 657) CW SUPPLY TO WATER REF SPECIALT1 PLUMBING - - - - - HEATER REF PLAN FIXTURE SCHEDULE E EXPANSION TANK i — REF WATER HEATER y PVC DRAIN TO EXISTING SERVICE SINK � SCHEDULE SERVICE WHEN POSSIBLE. FOR OTHER OPTIONS I i I DIELECTRIC UNION TYP SINK SEE TEPID EYEWASH GUIDELINE. HEAT TRAP DOWN TO MID � — � REF PLUMBING FOR DETAILS. POINT OF HEATER TANK i I WALL ANGLE SUPPORTS TYP FLOOR TYP OF 2 i � SUPPORT PLATFORM WATER T & P RELIEF HEATER GALVANIZED SHEET METAL DRAIN DELETE WALL BRACKETING FOR PAN (MIN 24 GAUGE1 1/2" DEEP). DELETE DRAIN PAN FOR FLOOR UNDERCOUNTER APPLICATIONS. _ _ _ _ _ _ MOUNTED OR UNDERCOUNTER PLAN VIEW ELEVATION VIEW PROVIDE 4" HOUSEKEEPING APPLICATIONS. PAD FOR FLOOR MOUNTED APPLICATIONS. REF PLANS AND PIPE FULL SIZE WITH AIR WATER HEATER SCHEDULE FOR GAP ALTERNATE MOUNTING EMERGENCY THERMOSTATIC MIXING INFORMATION. VALVE (ETMV) MOUNTING ELEVATION -WATER HEATER 3 NTS 07.14.07 BGWRMP13(ETMV) 2 NTS 11.26.04 MP05 ALL SHUTOFF VALVES ON THIS ASSEMBLY SHALL BE LOCKABLE. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. PROVIDE CLEANOUTS IN DISCHARGE INTO RECEPTOR TURNS/ENDS OF PIPE. USE WITH AIR GAP SUFFICIENT DWV FITTINGS IF SIZE TO REMOVE GRATE AND IS LARGER THAN 1". �� STRAINER. MAKE AIR GAP TWICE PIPE DIAMETER OR MINIMUM OF 2 �--MAKE CONNECTION TO EQUIPMENT AS SLOPE PIPE REQUIRED. AS MUCH AS POSSIBLE TOWARD DISCHARGE. � MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON- PROVIDE TRAP AND VENT NECTION, MINIMUM 3/4 USE "M" STUB WHEN LENGTH EXCEEDS OR "L" HARD COPPER UP TO 1" TWO FEET HORIZONTAL OR AND TYPE DWV FOR LARGER. FOUR FEET TOTAL. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY, SECURED BY MEANS OF CLAMPS OR BRACKETS TO THEIR OWN EQUIPMENT UNITS AND ROUTED TO THEIR SPECIFIC FLOOR SINKS. THERE SHALL NOT BE ANY LOOSE OR DANGLING WASTE LINES, NOR WASTE LINES LYING ON THE FLOOR. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. EQUIPMENT INDIRECT DRAT 1 NTS 06.01.07 HP12 PLUMBING SYMBOLS SS ALL DRAINS AND CLEANOUTS GW GREASE WASTE OW ON THE SALES FLOOR SHALL ST STORM SEWER RD BE FLUSH WITH THE TOP OF ORD OVERFLOW ROOF DRAIN LINE — CONCRETE SLAB; DO NOT — — DOMESTIC HOT WATER — — — SLOPE FLOOR TO THESE DRAINS ACCESS TO CONDENSATE NOTE: THIS DETAIL APPLIES ONLY T TEMPERED WATER F TO KEYNOTED RESTROOM FLOOR G NATURAL GAS DRAIN IS THRU REMOVABLE DRAINS AND SHALL NOT BE USED IF FLOOR IS TO HAVE TILE, SET CASE CONDENSATE DRAIN PANEL ON FRONT OF REFRIGERATED CASE FOR DRAINS AND CLEANOUTS ON TOP OF DRAIN TO BE FLUSH REF REFRIGERATION CSL THE SALES FLOOR WITH TOP OF TILE. COORDINATE N 0- L.L. V z FINISH TILE ELEVATION WITH —���— REFRIGERATED SQUARE TOP FLOOR DRAIN GENERAL CONTRACTOR. C)-- CASE KICKPLATE DO NOT SLOPE FLOOR 3/8" TILE ON MORTAR BED (WHERE w FLOOR TO DRAIN. TILE IS INDICATED ON e e p° e FLOOR ARCHITECTURAL FLOOR FINISH PLAN) a .: 4 a a ° 9 ' • e a.4 baa.' SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER M vaq a+ WATER HAMMER ARRESTOR T & P RELIEF VALVE _?_TMV THERMOSTATIC MIXING VALVE FLOOR DRAIN BODY FLOOR DRAIN 0 ROOF DRAIN/OVERFLOW ROOF DRAIN —0 FC01 FLOOR CLEANOUT FLOOR DRAIN BODY WITH 3" FLOOR CLEANOUT (SQUARE) ----'U YCO YARD CLEANOUT OUTLET (CAULK OR PUSH—ON), FREEZE PROOF WALL HYDRANT --F HB HOSE BIBB MEMBRANE CLAMPING COLLAR WALL CLEANOUT CONNECT TO EXISTING PIPE INCREASER FOR COMBINATION WASTE & VENT DEEP—SEAL DEEP -SEAL P—TRAP P—TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. OPEN FLOOR AREA DRAIN. REFRIGERATED CASE DRAIN Q v 8 NTS 06.01.07 HP07 NTS 04.28.06 MP08 7'-10" 5'-10" 3/4" CW 3/4" PVB2. MOUNT i 0 60" AFF OR AS REQUIRED BY AHJ. 12" HB5 FLOOR PIPE MAY EXTEND AS WASTE OR VENT. )r____—INSTALL FD1 AT 6" FROM FACE PROVIDE CLEANOUT TEE COLUMN OR NOTES: OF WALL TO CENTER LINE OF WITH SCREWED COUNTER— PARTITION FLOOR DRAIN OR AS SHOWN ON SUNK ABS PLASTIC PLUG: AS SHOWN 1. REF ARCHITECTURAL DRAWING FOR AQUARIUM PLAN. TAPERED—THREAD WITH ON FLOOR WALL LOCATION IN SALES FLOOR. TFE JOINT COMPOUND. PLAN. WHERE CLEANOUT TEE AQUARIUM WALL ELEVATION IS CONCEALED IN A CLEANOUT 5 NTS 07.25.08 MP20 CHASE OR PARTITION, FACE SHALL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH SURFACE. BEVELED EDGES AND PROVIDE — — — — — — FLATHEAD MACHINE EXTENSION SCREW. IF REQUIRED. _ i HW AND CW . A•' '. c SUPPLY NEW CONCRETE HUB AT FLOOR REFER TO PLUMBING I I REF PLANS EYEWASH HEAT TRAP DOWN i PROVIDE PVC DRAIN / FLOOR FIXTURE SCHEDULE I I BALL VALVE RISER LENGTH o SLAB AND SPECIFICATIONS TO MIDPOINT OF i i PIPE SIZED PER AS REQUIRED HEATER TANK ��� I -1 TYP NEW 15.404 FOR FURTHER MANUFACTURERS LONG SWEEP AT END OF LINE INFORMATION. WCO TYP OF 2 WATER REQUIREMENTS. EYEWASH OR COMBINATION WYE AND HEATER i HIGH IMPACT PLASTIC ROUTE VENT ALONG WALL, EIGHTH BEND IN DRAIN PAN BY 15.406 CONNECT TO EXISTING VENT DIRECTION e-� CONTRACTOR SIMILAR WALL RUN OF LINE. -..� FLOOR SYSTEM AT STRUCTURE. OF FLOW TO PLUMBEST J36-018 ROUTE DRAIN LINE SECURELY ALONG WALL AND PROVIDE DRAIN ROUTE DRAIN LINE PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY PIPE FULL SIZE FASTEN A MINIMUM OF THREE PIPE PER SECURELY ALONG WALL AND WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: WITH AIR GAP LOCATIONS TO PREVENT TRIP FASTEN A MINIMUM OF THREE MANUFACTURERS LOCATIONS TO PREVENT TRIP LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. UNION DIELECTRIC HAZARD TO PERSONNEL. REQUIREMENTS HAZARD S PERSONNEL. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TYP WALL CLEANOUT WATER HEATER BELOW COU N TER TERMINATE WITH 7NTS 06.01.07 HP11 6NTS 10.02.02 BGWRMP04 APPROVED AIR GAP EXISTING �- -----� FLOOR SINK CONNECT NEW EYEWASH DRAIN TO EXISTING SANITARY SEWER EXISTING DRAIN LINE GREATER THAN 1 SANITARY ALONG WALL AND ABOVE GRADE. SEWER 3/4" TEPID WATER LINE TO 15.403 REMOTE EYEWASH STATION(S) ROUTE NEW 3/4" HOT AND EYEWASH DRAIN COLD WATER PIPING TO NEW ETMV1 FROM NEAREST 4 NTS 07.14.07 EXISTING WATER HEATER OF XI TIN WA A MINIMUM 15 GAL AND 2 E S G LL KW CAPACITY. MOUNT EYEWASH SECURELY TO WALL 1/2" TEPID PER MANUFACTURES WATER LINE INSTALLATION INSTRUCTIONS. EYEWASH .... MOUNT ETMV SECURELY ON �� �;.-- WALL AS CLOSE AS POSSIBLE IF SERVING SINGLE EYEWASH STATION, ADAPT FROM (( AND BELOW EYEWASH PER OUTLET OF ETMV TO 1/2". IF SERVING MULTIPLE MANUFACTURERS INSTALLATION ',,' EYEWASH STATIONS PROVIDE 3/4" .PIPE AND L ETMV2 INSTRUCTIONS. WITH 3/4" LINE TO REMOTE TEPID EYEWASH STATION(S). HW SUPPLY TO EYEWASH ETMV- EMERGENCY THERMOSTATIC SYSTEM REF PLAN ( BALL VALVE TYP MIXING VALVE SET TO 657) CW SUPPLY TO WATER REF SPECIALT1 PLUMBING - - - - - HEATER REF PLAN FIXTURE SCHEDULE E EXPANSION TANK i — REF WATER HEATER y PVC DRAIN TO EXISTING SERVICE SINK � SCHEDULE SERVICE WHEN POSSIBLE. FOR OTHER OPTIONS I i I DIELECTRIC UNION TYP SINK SEE TEPID EYEWASH GUIDELINE. HEAT TRAP DOWN TO MID � — � REF PLUMBING FOR DETAILS. POINT OF HEATER TANK i I WALL ANGLE SUPPORTS TYP FLOOR TYP OF 2 i � SUPPORT PLATFORM WATER T & P RELIEF HEATER GALVANIZED SHEET METAL DRAIN DELETE WALL BRACKETING FOR PAN (MIN 24 GAUGE1 1/2" DEEP). DELETE DRAIN PAN FOR FLOOR UNDERCOUNTER APPLICATIONS. _ _ _ _ _ _ MOUNTED OR UNDERCOUNTER PLAN VIEW ELEVATION VIEW PROVIDE 4" HOUSEKEEPING APPLICATIONS. PAD FOR FLOOR MOUNTED APPLICATIONS. REF PLANS AND PIPE FULL SIZE WITH AIR WATER HEATER SCHEDULE FOR GAP ALTERNATE MOUNTING EMERGENCY THERMOSTATIC MIXING INFORMATION. VALVE (ETMV) MOUNTING ELEVATION -WATER HEATER 3 NTS 07.14.07 BGWRMP13(ETMV) 2 NTS 11.26.04 MP05 ALL SHUTOFF VALVES ON THIS ASSEMBLY SHALL BE LOCKABLE. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. PROVIDE CLEANOUTS IN DISCHARGE INTO RECEPTOR TURNS/ENDS OF PIPE. USE WITH AIR GAP SUFFICIENT DWV FITTINGS IF SIZE TO REMOVE GRATE AND IS LARGER THAN 1". �� STRAINER. MAKE AIR GAP TWICE PIPE DIAMETER OR MINIMUM OF 2 �--MAKE CONNECTION TO EQUIPMENT AS SLOPE PIPE REQUIRED. AS MUCH AS POSSIBLE TOWARD DISCHARGE. � MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON- PROVIDE TRAP AND VENT NECTION, MINIMUM 3/4 USE "M" STUB WHEN LENGTH EXCEEDS OR "L" HARD COPPER UP TO 1" TWO FEET HORIZONTAL OR AND TYPE DWV FOR LARGER. FOUR FEET TOTAL. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY, SECURED BY MEANS OF CLAMPS OR BRACKETS TO THEIR OWN EQUIPMENT UNITS AND ROUTED TO THEIR SPECIFIC FLOOR SINKS. THERE SHALL NOT BE ANY LOOSE OR DANGLING WASTE LINES, NOR WASTE LINES LYING ON THE FLOOR. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. EQUIPMENT INDIRECT DRAT 1 NTS 06.01.07 HP12 PLUMBING SYMBOLS SS SANITARY SEWER GW GREASE WASTE OW OIL WASTE ST STORM SEWER RD ROOF DRAIN LINE ORD OVERFLOW ROOF DRAIN LINE — DOMESTIC COLD WATER — — DOMESTIC HOT WATER — — — DOMESTIC HOT WATER RETURN IW IRRIGATION WATER T TEMPERED WATER F FILTERED WATER G NATURAL GAS A COMPRESSED AIR CD CONDENSATE DRAIN RO REVERSE OSMOSIS WATER — —V— — PLUMBING VENT CSL � UNION N 0- L.L. V z GAS PRESSURE REGULATOR —���— GAS COCK C ELBOW - TURNED DOWN C)-- ELBOW - TURNED UP � TEE - TURNED DOWN w TEE - TURNED UP BALL VALVE —+QI— PLUG VALVE CHECK VALVE bC SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER M WATER METER WHA WATER HAMMER ARRESTOR T & P RELIEF VALVE _?_TMV THERMOSTATIC MIXING VALVE ❑O FD1 FLOOR DRAIN 0 ROOF DRAIN/OVERFLOW ROOF DRAIN —0 FC01 FLOOR CLEANOUT --® FCO FLOOR CLEANOUT (SQUARE) ----'U YCO YARD CLEANOUT ----�}-FPWH FREEZE PROOF WALL HYDRANT --F HB HOSE BIBB �I WCO WALL CLEANOUT CONNECT TO EXISTING PLUMBING KEYNOTES 15.403 CONNECT TO EXISTING SANITARY PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE, LOCATION, ELEVATION, AND FLOW DIRECTION AT SITE 15.404 IF POSSIBLE, CONNECT TO EXISTING VENT PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. F_ w o �- Wer (n F5 U U.Z�d w aa'§o�vpwi zN B�NsoaaBcnwya00 U aa080- v�ILEnf7o 'w 0 �0.Niap�c�'`nww-}+Zztna� z N UO zti VO���WW O 3:am wjoNw aZooZ < z za' wZ z ���~a Waop�zaa D a LdRZF= ativoo J LL w 6:5 n t5Lu W 0 U) Wwwwcj QLJiELi CHECKED. BY: KLS >oo Fo a w A 0 0 C Loo PROTO CYCLE: 0 � co 02-06-09 d :F- N O 461' _ EM,, N o75 -� U7 W O �' 0 og z m N ui Q 10 CSL � om N 0- L.L. V z 0 (f O O � CQ CHECKED. BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: 0 � © 02-06-09 d Z N 0 � r0 0 (f I O � CQ � w as 0 CHECKED. BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 PLUMBING DETAILS SHEET: p 2 EXISTIN( CEILING THIS DETAIL REFERS IN A GENERAL WAY TO AN ELEVATED VIEW OF TYPICAL EYEWASH LOCATIONS. EXISTING CONDITIONS MAY VARY. WATER HEATER MAY NOT BE PRESENT IN ALL SITUATIONS. EXISTING EYEWASH WILL BE RELOCATED TO PROVIDE CLEAR SPACE FROM EXISTING PLUMBING FIXTURES AND WALLS. EMTV, MOUNT UNDER --� EYEWASH (IF BOOSTER PUMP IS NOT REQUIRED). REFERENCE EMERGENCY THERMOSTATIC MIXING VALVE.(ETMV)MOUNTING ELEVATION DETAIL. SAFETY STRIPPING ON FLOOR(REFERENCE PLAN VIEW) SERVICE SINK E 4 NTS REQUIRED VERTICAL CLEAR SPACE EYEWASH 2'-6" 2'-6 SPACE) /SPACI PR❑VIDE TWO 90° ELBOW FITTINGS TO CREATE GOOSENECK PR❑VIDE 10 MESH INSECT SCREEN, ATTACH TO PIPE WITH HOSE CLAMP OVER ❑PE; IN6 PROVIDE STAND-OFF BRACKET FOR VENT PIPE AT GUTTER L❑CATION SECURE 4' GALVANIZED VENT TO WALL WITH RISER CLAMPS @ 4' MAX ❑C (PAINT TO MATCH ADJACENT BUILDING COLOR) REFER TO ARCHITECTURAL DETAIL FOR CONSTRUCTION AND FASTENING OF BLOCKING AND STRAPS. —� 0// i BOOSTER PUMP ASSEMBLY(IF REQUIRED). BOOSTER PUMP MAY BE MOUNTED HORIZONTAL AND OFF SET LEFT OR RIGHT OF CENTER OF EYEWASH TO ALLOW 7'-0" MINIMUM FROM BOTTOM OF PUMP FLANGE TO FINISHED FLOOR. REF. TEPID EYEWASH BOOSTER PUMP DETAIL(HORIZONTAL)/ TEPID EYEWASH BOOSTER PUMP DETAIL(VERTICAL). 0 0 —ETMV LOCATION, IF BOOSTER PUMP IS REQUIRED. EXISTING WATER HEATER - BOOSTER (WALL MOUNTED) PUMP z r FLANGE ELEVATION VIEW H ELEVATION 07-14-07 z LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS OR R❑❑F-TDP UNITS VENT BRACKET AT WALL WITH GUTTER MOUNT EYEWASH SIGNAGE ABOVE EYEWASH AT 5'-6" AFF ,,-3" GALVANIZED VENT ROUTE 2" DRAIN LINE OUTSIDE AND ABOVE STRAPPING AS SHOWN. THEN TURN LINE 90 DEGREES AND ROUTE OUTSIDE OF STRAPPING 3" FROM STRAPPING. ROUTE PIPE AND VALVE ON 6 7/8" WOOD SCREWS STANDOFF PIPE #10 X 1-3/4", SUPPORT. FIVE PER BOARD (REF: A -CMU, B -WOOD STUD WALL, C -METAL STUD WALL) 3/4" WATER 1/4" X 2-1/2" TEK BOOSTER PUMP ASSEMBLY PLAN VIEW PROOF "MARINE" SCREWS, THREE PER STANDOFF PIPE HANGER 3/4" TEPID SUPPLY TO BRACKET, TYP MULTIPLE EYEWASHES (WHEN REQUIRED). REF PLAN FOR BOOSTER PUMP (W/ HORIZONTAL CONTINUATION AND MOUNTING KIT) REF. PUMP SCHEDULE LOCATIONS. 3'-0" (MAXIMUIM) CW SUPPLY TO SYSTEM, REF PLAN. MATCH EXISTING SIZE OR A MIN. OF 3/4" (1/2" IF SERVING SINGLE EYEWASH ONLY). 5" MINIMUM LENGTH OF o STRAIGHT 1 1/4" PIPE TO PUMP INLET I I LOCKABLE SHUTOFF VALVES �i CO MUST BE INSTALLED TO ALLOW w COMPLETE OPERATION AFTER FINAL ASSEMBLY. VALVES SHALL PROVIDE CONTINUOUS "BYPASS" OF PUMP WHEN PUMP IS NOT ACTIVATED. LABEL VALVES o 0 "NORMALLY OPEN". ° i NEW TREATED 2X4, TYP--/ 7/8" ALL SHUTOFF VALVES ON THIS BOOSTER PUMP ° ®' ASSEMBLY SHALL BE ° ° LOCKABLE. REFERENCE STRAINER, SPECIALTY PLUMBING REF SPECIALTY FIXTURE SCHEDULE. PLUMBING FIXTURE ELECTRICAL CONTRACTOR V SCHEDULE TO PROVIDE DISCONNECT o WIDTH VARIES PER SWITCH FOR PUMP. I REFERENCE ELECTRICAL WALL STUD LOCATIONS SHEETS FOR SIZE AND TYPE REQUIREMENTS. MOUNT AT 60" AFF. FLOOR TEPID EYEWASH BOOSTER PUMP ASSEMBLY YERTICA, NTS 07-14-07 BGWRMP13(VERTICAL) w PLYWOOD STUD. PRE -DRILL Z 10 1/2" WOOD AS REQUIRED. o BOOSTER PUMP EXISTING METAL w STUD FLOW SWITCH (ON, OFF) w EXISTING WALL MCDONNEL AND MILLER > MODEL #FS5-3/4 m FINISH w 1/2" TEPID SUPPLY TO cNn M12X60 BOLTS,NUTS AND LOCK SINGLE EYEWASH ONLY. REF a WASHER PLAN FOR CONTINUATION AND a LOCATIONS. a NEW PIPE PUMP BRACKETS, ATTACH PER TOP OF INTERIOR alo MANUFACTURES WALL OR CEILING REQUIREMENTS NEW TREATED 2X4 ----MIN. 3/4" OUTLET (1/2" IF SERVING SINGLE EYEWASH ONLY) METAL STUD WALL (BOOSTED) HOT WATER SUPPLY MOUNTING PLAN VIEW, FROM WATER HEATER r 6 7/8" (BOOSTED) COLD WATER v NTS „ SUPPLY TO WATER HEATER 6 7/8 NEW TREATED 2"X4" ZI STANDOFF PIPE STANDOFF PIPE SUPPORT. 3/4" WATER SUPPORT. PROOF "MARINE" PLYWOOD CHECK VALVE (REF 10 1/2" KLS >aa. - •C: p WOOD SCREWS OUTSIDE OF STRAPPING IN AN N 00 ocor PROTO CYCLE: EXISTING CMU WALL Z SPECIALTY PLUMBING o � 02-06-09 1/4" X 4", THREE„ 0_ w /2"5 10 1 TAPCON 1/4„ X 3-1 /4 OF PUMP WHEN PUMP IS PLYWOOD oD FIXTURE SCHEDULE) Q BOOSTER ----.dl PER BOARD 1/4" X 2-1/2" TEK EXISTING SCREW FASTENER. WALL AT 60" ABOVE FINISHED O Q U) \7 3/4" WATER PROOF J PUMP ACCESSIBLE LOCATION. PROVIDE 0 o o .. z WALL(2X4 STUD) o BOOSTER-2'TAPCON 3/4" TEPID SUPPLY TO CHECK VALVE (REF 1/4" X 3-1/4" "MARINE" PLYWOOD ''' REQUIREMENTS > PUMP Ld0 SCREWS, THREE PER SCREW FASTENER. ADAPT FROM 1 1/4" TO GRADE. FIVE PER BOARD w EXISTING WALL w 2" FULL PORT BRASS BALL VALVE EXITING PIPE SIZE. m MULTIPLE EYEWASHES (WHEN (GYPSUM BOARD) z o z STUD. PRE -DRILL 0 M12X60 BOLTS,NUTS AND LOCK 5" MINIMUM LENGTH OF Q M12X60 BOLTS,NUTS AND LOCK m FBV-3). INSTALL 11 WASHER STRAIGHT 1 1/4" PIPE FIXTURE SCHEDULE) WASHER NEW PIPE FROM PUMP OUTLET NEW PIPE WOOD AS REQUIRED. PUMP BRACKETS, a CHECK VALVE (REF VALVE AT THE MIDPOINT BETWEEN ATTACH PER w CONTINUATION AND PUMP BRACKETS, SPECIALTY PLUMBING WOOD SCREWS > w MANUFACTURES j REQUIREMENTS ATTACH PER MANUFACTURES FIXTURE SCHEDULE) #10 X 1-3/4" w THE THE TWO ELBOWS AS SHOWN. REQUIREMENTS FIVE PER BOARD LOCATIONS. WOOD SCREWS ¢ „ WOOD SCREWS „ BOOSTER 1/4 X 4", THREE #10 X 1-3/4 , --- BOOSTEDNEW TREATED 2X4 PER BOARD FIVE PER BOARD - NON -BOOSTED WOOD STUD WALL. CMU WALL (A ) AMOUNTING PLAN VIEW MOUNTING PLAN VIEW I NTS B NTS STANDOFF PIPE SUPPORT. 10 1 /2" (REF: A -CMU, B -WOOD STUD WALL, C -METAL STUD WALL) WOOD SCREWS BOOSTER PUMP ASSEMBLY PLAN PUMP BRACKETS, #10 X 1-3/4 ATTACH PER FIVE PER BOARD 2" DRAIN LINE THROUGH EXTERIOR KLS >aa. - •C: p WOOD SCREWS OUTSIDE OF STRAPPING IN AN N 00 ocor PROTO CYCLE: CONTINUOUS "BYPASS" a PROOF "MARINE" DOCUMENT DATE: 02-06-09 1/4" X 4", THREE„ 0_ w MANUFACTURES TAPCON 1/4„ X 3-1 /4 OF PUMP WHEN PUMP IS PLYWOOD oD o PER BOARD 1/4" X 2-1/2" TEK SCREW FASTENER. WALL AT 60" ABOVE FINISHED O Q U) � ACCESSIBLE LOCATION. PROVIDE 0 o o .. 0 WOOD SCREWS VALVES "NORMALLY UrZ 3/4" TEPID SUPPLY TO CHECK VALVE (REF 5 REQUIREMENTS OPEN”. #10 X 1-3/4”, D Ld0 SCREWS, THREE PER V) z Q GRADE. FIVE PER BOARD 2" FULL PORT BRASS BALL VALVE � � MULTIPLE EYEWASHES (WHEN SPECIALTY PLUMBING z o z STUD. PRE -DRILL 0 (WATTS MODEL FBV-3). INSTALL REQUIRED) REF PLAN FOR FIXTURE SCHEDULE) Q WOOD AS REQUIRED. VALVE AT THE MIDPOINT BETWEEN CONTINUATION AND > w EXISTING METAL THE THE TWO ELBOWS AS SHOWN. LOCATIONS. w BOOSTER STUD PUMP WALL PROVIDE TWO 90' ELBOW FITTINGS 3'-0" (MAXIUIM) m FIN SHING TO CREATE GOOSENECK FLOW SWITCH (ON, OFF) PROVIDE 10 MESH INSECT SCREEN. MCDONNEL AND MILLER ADAPT FROM 1 Q 3/4" WATER M12X60 BOLTS,NUTS AND LOCK ATTACH TO PIPE WITH HOSE LOCATE MINIMUM 10 FROM MODEL #FS5-3/4 �� 1/4 TO EXITING o- PROOF MARINE WASHER CLAMP OVER OPENING ANY FRESH AIR INLETS TOP OF INTERIOR 3" MINIMUM LENGTH OF 1 1/4" 90 PIPE SIZE. PLYWOOD SECURE 4" GALVANIZED VENT WALL OR CEILING STRAIGHT 1 1/4 PIPE DEGREE7 a TO WALL WITH RISER CLAMPS. 3'-0" MIN ABOVE TANK TO PUMP OUTLET m SPACING NOT TO EXCEED 4' 12'-0" MIN ABOVE Tj OC. PAINT TO MATCH ADJACENT BUILDING COLOR. EXTERIOR GRADE „ PROVIDE 4 CHROME ESCUTCHEON ON INTERIOR COLD WATER NEW TREATED 2X4 I I SUPPLY TO WATER 6 7/8" PROVIDE 4" STAINLESS STEEL OF BUILDING OPENING. REF. SPEC. -� HEATER METAL STUD WALL o ESCUTCHEON ON EXTERIOR OF 1 -0 w �� PROVIDE 4 UNION AT TANK (X2 VENTS) I1/2" TEPID SUPPLY TO BUILDING OPENING. REF. SPEC. MIN, REFER TO ARCHITECTURAL PLANS FOR -- SINGLE EYEWASH ONLY. MOUNTING PLAN VIEW, REF PLAN FOR STRAPPING BOOSTER PUMP � CONTINUATION AND C NTS 2" OUTFLOW PIPE PROVIDED BY ROUTE PIPE AND VALVE ON OUTSIDE OF 00 W HORIZONTAL -�-- LOCATIONS 10 1 /2" „ 10 1 2 MANUFACTURER \ _ STRAPPING IN AN ACCESSIBLE LOCATION. N MOUNTING KIT) c ETMV (SET TO 65'F) STANDOFF PIPE PUMP BRACKETS, 0) PROVIDE 2" FULL PORT BRASS BALL VALVE REF. PUMP 5" MINIMUM REF SPECIALTY SUPPORT. ATTACH PER PROVIDE 2" STAINLESS STEEL _ �n (WATTS MODEL FBV-3). INSTALL VALVE AT THE SCHEDULE 101 LENGTH OF �� STRAIGHT 1 1 /4 PLUMBING PUMP BRACKETS, MANUFACTURER'S STANDOFF PIPE ESCUTCHEON ON EXTERIOR OF MIDPOINT BETWEEN THE THE TWO ELBOWS AS I FIXTURE SCHEDULE ATTACH PER EXISTING REQUIREMENTS SUPPORT. BUILDING OPENING. REF. SPEC. SHOWN. STAND OFF PIPE HANGER PIPE TO PUMP o NEW TREATED W MANUFACTURER'S :WALL(2X4 STUD) BRACKET, TYP Lj INLET I I 2X4, TYP (BOOSTED)HOT WATER > REQUIREMENTS 9,M12X60 BOLTS,NUTS ALUMINUM 2" CAMLOCK MALE FITTING AND CAMLOCK CAP = „ PROVIDE 2 CHROME ESCUTCHEON ON INTERIOR CW SUPPLY TO SYSTEM IJ SUPPLY FROM WATER HEATER z o AND LOCK WASHER z EXISTING CMU WALL. PROVIDED BY MANUFACTURER � w o a 1 ao 00 OF BUILDING OPENING. REF. SPEC. REF PLAN MATCH EXISTING / �� 3 4 WATER o F - w Q w ¢ � ( REFER TO ARCHITECTURAL SIZE OR A MIN. OF 3/4" 1 2" IF SERVING SINGLE (/ STRAINER, REF �� 1 1/4 T > w BOOSTER PROOF "MARINE" PLYWOOD j w M12X60 BOLTS,NUTS AND LOCK z c� °- � � PLANS FOR .STRAPPING EYEWASH ONLY) ° ® ° SPECIALTY ADAPT TO 1 1/4 LOCKABLE SHUTOFF CHECK VALVE REF ( SPECIALTY PLUMBING -' w PUMP J w WASHER o It > o z w PROVIDE FIRE RETARDENT WOOD BLOCKING ° PLUMBING FIXTURE. SCHEDULE o FROM EXITING PIPE VALVES MUST BE INSTALLED TO ALLOW FIXTURE SCHEDULE ) } -� m EXISTING WALL J 3 4" WATER / SUPPORT GALVANIZED �- o mw a w � � DIRECTLY BELOW STRAPPING FOR SPACERS I SIZE. COMPLETE OPERATION GYPSUM BOARD ( ) m BOOSTER PROOF MARINE "MARINE" VENT PIPING ON WALL 0 H � BETWEEN WALL AND TANK. ANCHOR BLOCKS TO WALL AS REQUIRED REFER TO SP ELECTRICAL CONTRACTOR PROVIDE DISCONNECT SWIT TO r` AFTER FINAL ASSEMBLY. 3 4" WATER PROOF' / w N w N PUMP PLYWOOD WITH STRAPPING AS U- w a EC 06100. CH Q� o! 42.38 REFER TO ARCHITECTURAL DETAIL FOR FOR PUMP. REFERENCE REQUIRED. DO NOT w CONSTRUCTION. ELECTRICAL SHEETS FOR SIZE SUPPORT FROM TANK, AND TYPE REQUIREMENTS. MOUNT AT 60" AFF. Lo P VALVES SHALL PROVIDE" a 3/4" WATER MARINE PLYWOOD KLS >aa. - •C: p WOOD SCREWS 0 o N 00 ocor PROTO CYCLE: CONTINUOUS "BYPASS" a PROOF "MARINE" DOCUMENT DATE: 02-06-09 1/4" X 4", THREE„ 0_ p p I I TAPCON 1/4„ X 3-1 /4 OF PUMP WHEN PUMP IS PLYWOOD oD o PER BOARD SCREW FASTENER. NOT ACTIVATED. LABEL a O Q U) � V) L5 0 o o .. 0 WOOD SCREWS VALVES "NORMALLY UrZ 0 z 0] N N Q Jp�r- OPEN”. #10 X 1-3/4”, D Ld0 Q V) z Q p FIVE PER BOARD WOOD SCREWS CQ � � REFERRED VENT PIPING NEW TREATED 2"X4" #10 X 1-3/4" FLOOR 6 7/8 " FIVE PER BOARD 6 7/8„ WASTE COOKING OIL TEPID EYEWASH BOOSTER --BOOSTED =NON -BOOSTED WOOD STUD WALL CMU WALL 3 TANK VENTING DETAIL,PUMP ASSEMBLY HORIZONTAL MOUNTING PLAN VIEW MOUNTING'PLAN NTS 102607 HP02 CLEANSTAR NTS 07-14-07 BGWR MP13(HORI ZONTAL) A NTS w c ~ ' 8, o0 v. LLI Z N � w��o¢�Brn o wa<oww Www Via¢ 0 ¢_ao�' �W6Uow� wm I.... �W�`'k'`�`a�cwioazZ J z�i oPF wa6�nvZo3 wz<:) z F=w� WWQpNw. 0090oXxGz7FsF0 (A z�''wwowQ F T_to L In xoti �No_2¢rn%o:. ISSUE iBLOCK CHECKED BY: KLS >aa. - •C: p a w A 0 o N 00 ocor PROTO CYCLE: O DOCUMENT DATE: 02-06-09 U) ti p p I I o Q cErMrj O Q U) � V) L5 0 o o .. 0 0 z 0] N N Q Jp�r- o a> c O X D Ld0 Vto ) 0_ LL - V) z Q p 0 U CQ ISSUE iBLOCK CHECKED BY: KLS DRAWN BY: a w A 0 o 192 PROTO CYCLE: O DOCUMENT DATE: 02-06-09 Q � 0 0 Ld0 0 Q p CD CQ � � z w z 0 ISSUE iBLOCK CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: P2.1 T&S BRASS B-0669-01: WITH ETERNA CARTRIDGE AND SPRING CHECKS. HB4 3/4" HOT WATER BRASS .FINISH HOSE .BIBB WITH INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY. WOODFORD 24 ACORN 8121 PRIER C-255 HBS 3/4" COLD WATER POLISHED CHROME FINISH HOSE BIBB WITH LOOSE TEE .KEY. WOODFORD 21 CHICAGO 387 PRIER C-135 FPMHB 3/4" HOT AND COLD WATER FREEZE PROOF MIXING HOSE. BIBB WITH BRASS HINGED BOX, LOOSE TEE KEY, HOSE CONNECTION AND INTEGRAL VACUUM BREAKER. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES. WOODFORD WC667 JOSAM 71650 WADE 8606HC WATTS WY -700 ZURN 21325 JR SMITH 5560QT PRIER C-754 FPWH1 3/4" COLD WATER FREEZE PROOF WALL HYDRANT WITH BRASS HINGED BOX, INTEGRAL VACUUM BREAKER, AND LOOSE TEE KEY. WOODFORD 665 JOSAM 71000 WADE 8600,175 PRIER C-634BX ZURN 21320 JR SMITH 5509QT FPWH2 3/4" COLD. WATER BRASS EXPOSED FREEZE PROOF WALL HYDRANT WITH INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY. PROVIDE QUICK CONNECT. COUPLING. WOODFORD 65 JOSAM 71050 WADE 8600 PRIER C-634 ZURN 21333 WATTS WY -420 YH 1" COLD WATER YARD HYDRANT, BURY DEPTH TO EXCEED LOCAL FROST. DEPTH. PROVIDE QUICK CONNECT 01.25.08 COUPLING.' WOODFORD Y2 GENERAL INFORMATION (AS APPLICABLE): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. REFER TO PLANS FOR DRAIN .OUTLET SIZE. 3. LOAD CLASSIFICATIONS: LIGHT. DUTY. <2000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY 5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 TO 9999 LBS. 09.28.07 w CLEANOUT HOSE BIBB HYDRANT SCHEDULE PUMP SCHEDULE CLEANOUTS PROTO: FCO FLOOR CLEANOUT CAST IRON BODY, EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM LOAD RATING) SQUARE NICKEL BRONZE SERVICE MANUFACTURER TOP, ABS PLUG, ADJUSTABLE TO FINISH SURFACE. vo I I HP V/PH/HZ ZURN Z-2500ST WATTS CO-200-TS/CO-260TS WADE 6000TS FC01 FLOOR CLEANOUT CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM LOAD RATING) CAST IRON OR CR1-3 :30d�- DUCTILE IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. 120/1/60 ZURN Z-1400 SIOUX CHIEF 851. JAY R. SMITH 4231 JOSAM 56060 WATTS CO-200-RX/CO-260 WADE 60002 A. FLOOR CLEANOUT CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM. LOAD RATING) NICKEL BRONZE :FCO2 (FOOD PREP AREAS) TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. � W ZURN ZN-1400-HD SIOUX CHIEF 851 JAY R. SMITH 4111 JOSAM 56060 WATTS CO-200-RX/CO-260 WADE 60002 WCO WALL. CLEANOUT THREADED, COUNTERSUNK BRONZE CLEANOUT. PLUG. (PROVIDE DRILLED TAP FOR CENTER THREADED DRAINAGE FITTINGS CREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) 21 20FT ZURN 21470(21469) SIOUX CHIEF 873 JAY R. SMITH 4470T (4472T) JOSAM 58540 (58600) WATTS CO -590 (CO -590 -RD) WADE W -8590E (W -8480R) WCO WALL CLEANOUT DURA -COATED CAST IRON, COUNTERSUNK PLUG, ADJUSTABLE TO FINISH SURFACE. (PROVIDE Z CAST IRON PLUG TAPPED FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) ZURN 21440(21469) SIOUX CHIEF 873 JAY R. SMITH 4420C JOSAM 58900 (58600) "WATTS CO -380 (CO -380 -RD) WADE W -8550E (W -8480R) YCO YARD CLEANOUT DURA -COATED CAST IRON, DOUBLE -FLANGED HOUSING, AND EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM LOAD RATING) SCORIATED CAST IRON COVER WITH LIFTING DEVICE. MODEL NUMBER CR1-3 H FGJ-A-E-HQQE 1-1x115-230 60HC ZURN Z-1449 / Z-1474 JAY R. SMITH 4250 JOSAM 58850 WATTS CO -300 -MF / CO -380 WADE W-6000 / W -8300 -MF HOSE BIBBS HYDRANTS HB1 3/4" COLD WATER POLISHED CHROME FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER, AND HORIZONTAL MOUNTING KIT LOOSE TEE KEY. WOODFORD 24 ACORN 8121 PRIER C-255 B. VENT PLUG AT 12 O'CLOCK,(WHEN MOUNTED HORIZONTALY) CHICAGO 387 HB2 3/4" COLD WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER .AND METAL .WHEEL HANDLE. MOUNT 42"AFF UNLESS NOTED OTHERWISE . C. PROVIDE EXPANSION TANK ETA. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. WOODFORD 24 ACORN 8121 PRIER C-155 HB3 3/4" HOT AND COLD. WATER POLISHED CHROME FINISH MIXING HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND STOP AND CHECK VALVES. MOUNT AT 42"AFF (UNLESS NOTED OTHERWISE). ZURN Z841L1-CS CHICAGO 305-VBRCP: DISCARD STANDARD SUPPLY ARMS, CONNECT (2) RCJKCP SUPPLY ARMS. NON --CUSTOMER PLUMBING FIXTURE SCHEDULE MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER WC1 WATER 1/2" --- 4" 2" TOTO CST744E 1.28 GPF FLUSH TANK W/ LOCKING COVER E CLOSET ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER WC2 WATER 1/2" --- 4" 2" TOTO CST744EL 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR CLOSET BOLTS. SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE. HANDICAPPED 1/4 TURN BALL VALVE STOP. WC3 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705E FLUSH VALVE: TOTO TET1 LN32#CP - 1.28 GPF SENSOR E (FLOOR MOUNT) OPERATED SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND SET SCREW ESCUTCHEON. WC4 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705EL ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C HANDICAPPED CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER (FLOOR MOUNT) 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. UR1 URINAL 3/4" --- 2" 1 1/2" ZURN 25798 0.125 GPF BATTERY POWERED, WALL MOUNTED SENSOR A. E, K UR2 URINAL SLOAN WEU -10186- OPERATED FLUSH. VALVE WITH MANUAL OVERRIDE AND SET HANDICAPPED 0.125 -SMO SCREW ESCUTCHEON. CARRIER: JOSAM 17560 -UR, WADE 400.AM11, WATTS CA -321, FLOOR MOUNTED WITH HANGER AND BEARING PLATES, WELDED FEET, ADJUSTABLE SUPPORTING RODS, STRUCTURAL UPRIGHTS, AND CHROME PLATED TRIM. L1 LAVATORY 1/2" 1/2" 1 1/4- 1 1 /4" AMERICAN DECLYN FAUCET: AMERICAN STANDARD 5402.102H OR V, A, B, E STANDARD 321.075 KOHLER 7404-KCP, ELJER 5591500 BRIGGS 6601 CARRIER: JAY R. SMITH 637, ZURN 1231 CRANE 1-318-V ELJER 051-1348 KOHLER K-1728 L2 LAVATORY 1/2" 1/2" 1 1/4" 1 1/4" AMERICAN LUCERN FAUCET: AMERICAN STANDARD 7402.172H or V, A. B, E HANDICAPPED STANDARD 355.012 KOHLER 7305-5A BRIGGS 6601 CARRIER: JAY R. SMITH 637, ZURN 1231 CRANE 1-318-V ELJER 051-1348 KOHLER K-1728 EW1 EYEWASH 1/2" 11/4- 11/4" HAWS 72608 WALL MOUNTED J (TEPID) SPEAKMAN SE -580, BRADLEY S19-220, ENCON 01030401 EW2 PHOTO LAB 1/2" --- --- BY WAL-MART SINK MOUNTED EYEWASH (TEPID) EWC1 ELECTRIC WATER 1/2" --- 1 1/4" 1 1/4" ACORN A111108F STAINLESS STEEL TOP AND CABINET, FRONT, AND SIDE E, K COOLER (SINGLE) OASIS _ P$AC PUSH BARS, FLEXIBLE BUBBLER GUARD, STOP, HALSEY HAC8FS-8 3/8"x1/2"x20" SS BRAID HOSE, P -TRAP AND ESCUTCHEON. TAYLOR CARRIER: JOSAM 17560 -WC, WADE 400-AM11, WATTS CA -421 EWC2 ELECTRIC WATER 1/2" --- 1 1/4" 1 1/4" ACORN A112108F STAINLESS STEEL TOP AND CABINET, FRONT, AND SIDE C, E, K COOLER (SPLIT-LEVEL) OASIS P8ACSL PUSH BARS, FLEXIBLE BUBBLER GUARD, STOP, HALSEY HAC8FSBL-Q 3/8"x1/2"x20" SS BRAID. HOSE, P -TRAP AND ESCUTCHEON. TAYLOR ADA CARRIER: JOSAM 17560 -WC, WADE 400-AM11, WATTS CA -421 S1 SINK (LOUNGE) 1/2" 1/2" 2" 1 1/4" ELKAY LRAD3321 4 HOLES, 4" APART, 2.2 GPM FLOW RESTRICTOR, H. I 2 -COMPARTMENT AERATOR, AND HOSE SPRAY, 6 1/2" MAXIMUM DEPTH. STAINLESS STEEL JUST DL -ADA -2133 -A -GR, ARISTALINE (BY KINDRED) ALBD7506P-1 FAUCET: ELKAY LK -4101, JUST J901, KOHLER K15072 -P DRAIN: ELKAY LK -35, JUST JB -99, ARISTALINE (BY KINDRED) 1130CNT-1 S2 SINK 1/2" 1/2-t 2" 1 1/4" DAYTON D-12521 4 HOLES, 2.2 GPM FLOW RESTRICTOR AND AERATOR H, I 1 -COMPARTMENT BY ELKAY STAINLESS STEEL JUST VSL-2117-B-GR, KOHLER 3206-4 FAUCET: ELKAY LK -E4100, JUST J900, KOHLER K15071 -P DRAIN: ELKAY LK -35, JUST JB -99, KOHLER K8801 SINK PHOTO LAB SINK 1/2" 1/2" 2" T 1/4" BY WAL-MART SINK AND FAUCET FURNISHED BY WAL-MART H FLORAL SINK AND INSTALLED BY CONTRACTOR. H VISION CENTER COORDINATE PRIOR TO INSTALLATION. G SS1 SERVICE 3/4" 3/4" 3" 2" STERN- SB -800 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, F SINK WILLIAMS HOSE, BRACKET AND MOP HANGER. (TERRAZZO) FIAT TSB -200, ACORN TSH -24 24" x 24" x 12" FAUCET: CHICAGO 897 -CP (DISCARD STANDARD SUPPLY ARMS &CONNECT (2) GCJKCP SUPPLY ARMS USING (2) 897-020JKRCF ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W/ ETERNA CARTRIDGES &SPRING CHECKS HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, ACORN KH36 MOP HANGER: STERN WILLIAMS T-40, FIAT 889 -CC, ACORN KMH SS2 SERVICE 3/4" 3/4" 3" 2" STERN- HL -1800 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, F SINK WILLIAMS HOSE BRACKET, MOP HANGER, LINT BASKET, & S.S. CAP ON ALL SIDES. (TERRAZZO) FIAT TSB -3000, ACORN TDF -24 -SSC -LB 24" x 24" X 12" FAUCET: CHICAGO 897 -CP (DISCARD STANDARD SUPPLY ARMS &CONNECT (2) GCJKCP SUPPLY 6" DROP FRONT ARMS USING (2) 897-020JKRCF .ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W ETERNA CARTRIDGES &SPRING CHECKS HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, ACORN KH36 MOP HANGER: STERN WILLIAMS T-40, FIAT 889 -CC, ACORN KMH SS3 SERVICE 3/4" 3/4" 3" 2" STERN- .SBC -1700 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, F SINK WILLIAMS HOSE BRACKET, MOP HANGER, LINT BASKET, & S.S. CAP ON ALL SIDES. (TERRAZZO) FIAT .TSB -1610, ACORN TNC-24-SSC-LB 24" x 24" X 12" FAUCET: CHICAGO. 897 -CP (DISCARD STANDARD SUPPLY ARMS &CONNECT (2) GCJKCP SUPPLY 6" CORNER DROP ARMS USING (2) $97-020JKRCF ADAPTERS), FRONT. ZURN Z$43M1-CS, T&S BRASS B-0665-BSTP W ETERNA CARTRIDGES &SPRING CHECKS HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, ACORN KH36 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2 TOILET ROOM PLUMBING FIXTURES SHALL BE FURNISHED AS PART OF THE TOILET PRODUCTS PACKAGE: WATER CLOSETS, URINALS, LAVATORIES AND HOSE BIBBS. THE TOILET PRODUCTS PACKAGE ALSO INCLUDES THE FIXTURE TRIM AND ACCESSORIES NOTED ON THE SCHEDULE INCLUDING THE URINAL AND LAVATORY CARRIERS. REF SPECIFICATIONS. PLUMBING FIXTURES NOT LOCATED. IN TOILET ROOMS, ALONG WITH THE ASSOCIATED TRIM AND ACCESSORIES, ARE PROVIDED BY THE PLUMBING CONTRACTOR UNLESS NOTED OTHERWISE. (NO SUBSTITUTIONS ALLOWED). NOTES: A. PROVIDE LAVATORY ENCLOSURE: SLOAN ETF -529, ZURN TRUEBRO LAV -SHIELD. B. PROVIDE THERMOSTATIC MIXING VALVE WITH INTEGRAL BACK CHECKS UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 105' F: SLOAN MIX -75-A, ZURN TMV. C. PROVIDE AN ACCESSORY APRON FOR. ADA COMPLIANCE (COLOR TO MATCH THE UNIT). D. MATCH EXISTING AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. E. FIXTURES SUPPLIED BY EITHER HJC (HAINES, JONES &CADBURY); CONTACT CUSTOMER SERVICE (800) 459-7099, OR BRADLEY CORPORATION; CONTACT CUSTOMER SERVICE (888) 518-8494. F. LOCATE TWO MOP HANGER BRACKETS SIDE BY SIDE NEAR MOP SINK. G. PROVIDE THERMOSTATIC MIXING VALVE WITH INTEGRAL BACK CHECKS UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 105' F. SLOAN MIX -75-A, ZURN TMV. H. PROVIDE THERMOSTATIC MIXING VALVE WITH INTEGRAL BACK CHECKS UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS.. SET. AT 120' F: SLOAN MIX -75-A, ZURN TMV. I. TRIM WITH OFFSET TAILPIECE, 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. (HOLD ALL EXPOSED PIPING AS HIGH AS POSSIBLE.) J. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. K. DIRECT PURCHASE INCLUDES 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE -ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS. Ln CUSTOMER RESTROOM PLUMBING FIXTURE .SCHEDULE MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER WC3 WATER CLOSET 1 1 /4" --- 4" 2" TOTO CT705E FLUSH VALVE: TOTO TET1 LN32#CP - 1.28 GPF SENSOR A (FLOOR MOUNT) OPERATED SELF .GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND SET SCREW ESCUTCHEON. WC4. WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705EL ELONGATED SEAT: BENEKE. 523,. COMFORTSEATS C106C HANDICAPPED CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER (FLOOR MOUNT) 2-252, WITH "NO SEEP" WAX. RING AND BRASS ANCHOR BOLTS. WC5 WATER CLOSET 1 1 /4" --- 4" 2" KOHLER K-4321 FLUSH VALVE: TOTO TET1 LN32#CP - 1.28 .GPF SENSOR OPERATE A (KINDERGARTEN) AMERICAN 2282.010. SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND (FLOOR MOUNT) STANDARD SET SCREW ESCUTCHEON.. SEAT: BENEKE 323-5, COMFORTSEATS ELJER 111-1000 C100BBCAM, SEAT (FOR KOHLER): KOHLER K -4686-A. CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-2 2, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. UR1 URINAL 3/4" --- 2" 1 1/2" ZURN 25798 0.125 GPF BATTERY POWERED, .WALL MOUNTED SENSOR A, C UR2 URINAL SLOAN WEU -10186- OPERATED FLUSH VALVE WITH MANUAL OVERRIDE AND SET HANDICAPPED 0.125 -SMO SCREW ESCUTCHEON. CARRIER: JOSAM 17560 -UR, WADE 400.AM11, WATTS CA -321, FLOOR MOUNTED WITH HANGER AND BEARING PLATES, WELDED FEET, ADJUSTABLE SUPPORTING .RODS, STRUCTURAL UPRIGHTS, AND CHROME PLATED TRIM. L3 LAVATORY. 1 /2" 1 /2" 1 1 /4" 1 1 /4" KOHLER K-2005 FAUCET: TOTO TEL3LSC-10 WITH CONBRACO 34D THERMOSTATIC A L4 LAVATORY AMERICAN 0355.012 MIXING VALVE (SET TO 105'). 0.5 GPM, SENSOR OPERATED SELF. HANDICAPPED STANDARD GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER PLATE. ELJER 051-2104 SUPPLY KIT: MCGUIRE 2165CC; GRIA. D STRAINER WITH 6" TAILPIECE: MCGUIRE 155A; P -TRAP WITH CLEANOUT: MCGUIRE 88902; CARRIER: JOSAM 17560, WADE W-520, WATTS CA -411; LAVATORY ENCLOSURE: TRUEBRO LAV -SHIELD 2018 L5 MODULAR 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY FL -3L ONE-PIECE SOLID SURFACE .MATERIAL WITH INTEGRAL BOWL(S), A LAVATORY STAINLESS. STEEL TRAP, TRANSITION COVERS, AND SUPPORT (WALL MOUNTED) BRACKETS, COMPLETE WASTE ASSEMBLY. 3 -BOWL COLOR:. RIVERSTONE; L6 MODULAR 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY FL -2L FAUCET (ONE .PER BOWL): TOTO TEL3LSC-10, 0.5 GPM, LAVATORY SENSOR OPERATED SELF -GENERATING POWER SYSTEM, (WALL MOUNTED) STANDARD SPOUT, NO COVER PLATE. LAVATORY SYSTEM: 2 -BOWL INSTALL MANUFACTURER PROVIDED TMV' KIT WHICH L7 MODULAR 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY FL -2H INCLUDES LAVATORY (1) TMV PER MODULAR LAVATORY, STAINLESS STEEL BRAIDED (WALL MOUNTED) HOSES WITH BRASS INSERTS AND TEES. SET TMV AT 2 -BOWL 105 DEGREES FAHRENHEIT L8 MODULAR 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY FL -1 L LAVATORY (WALL MOUNTED) 1 -BOWL EWC1 ELECTRIC WATER 1 2 --- 1 1/4"-1 1 /4" ACORN A111408F STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE A, B, C COOLER (SINGLE) OASIS P8AC PUSH BARS, FLEXIBLE BUBBLER GUARD, STOP, HALSEY HAC8FS-Q 3/8"x1 /2"x20" SS BRAID HOSE, P -TRAP .AND ESCUTCHEON. TAYLOR ADA CARRIER: JOSAM 17560 -WC, WADE 400-AM11, WATTS CA -421 EWC2 ELECTRIC WATER 1/2" --- 1 1/4" 1 1/4"' ACORN A112408F STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE A, B, C COOLER OASIS P8ACSL PUSH BARS, FLEXIBLE BUBBLER GUARD, STOP, (SPLIT-LEVEL) HALSEY HAC8FSBL-Q 3/8"x1 /2"x20" SS BRAID HOSE, P -TRAP AND ESCUTCHEON. TAYLOR ADA CARRIER: JOSAM 17560 -WC, WADE 400-AM11, WATTS CA -421 H66 HOSE BIBB 3/4" --- --- --- WOODFORD 824. STAINLESS STEEL OR CHROME HINGED BOX, POLISHED FINISH WITH A (FLUSH MOUNTED INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY, MILD CLIMATE WALL BOX) ACORN 8151 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. TOILET ROOM PLUMBING FIXTURES SHALL BE FURNISHED AS PART OF THE TOILET PRODUCTS PACKAGE: WATER CLOSETS, URINALS, LAVATORIES AND HOSE BIBBS. THE TOILET PRODUCTS PACKAGE ALSO INCLUDES THE FIXTURE TRIM AND ACCESSORIES NOTED ON THE SCHEDULE INCLUDING THE URINAL AND LAVATORY CARRIERS. REF SPECIFICATIONS. PLUMBING. FIXTURES NOT LOCATED IN TOILET ROOMS, ALONG WITH THE ASSOCIATED TRIM AND ACCESSORIES, ARE PROVIDED BY THE PLUMBING .CONTRACTOR UNLESS NOTED OTHERWISE. (NO SUBSTITUTIONS ALLOWED). NOTES: A. FIXTURES SUPPLIED BY EITHER HJC (HAINES, JONES. & CADBURY);. CONTACT CUSTOMER SERVICE (800) 459-7099, OR BRADLEY CORPORATION; CONTACT CUSTOMER SERVICE (888) 518-8494. B PROVIDE AN ACCESSORY APRON FOR ADA COMPLIANCE- (COLOR TO MATCH UNIT). C. DIRECT PURCHASE INCLUDES 1 /2" X 3.3/4" STAINLESS. STEEL SIMPSON WEDGE -ALL WEDGE .ANCHORS FOR ALL FIXTURE CARRIERS. 09.26.08 KLS PUMP SCHEDULE >oo •� N O pp PROTO: 192 PROTO CYCLE: 01-09-09 MARK SERVICE MANUFACTURER MODEL vo I I HP V/PH/HZ GPM HEAD NOTES P1 BOOSTER PUMP GRUNDFOS CR1-3 :30d�- 1/3 120/1/60 5 90 FT A. (TEPID. EYEWASH) ooh In � W CO � P2 TEMPORARY COULD SDS1 2/5 115/l/60 21 20FT 4 O X VISION CENTER • M'j L O cn a_ w Z O ORDERING REQUIREMENTS U MODEL NUMBER CR1-3 H FGJ-A-E-HQQE 1-1x115-230 60HC A. STANDARD PUMP PLUS HORIZONTAL MOUNTING KIT B. VENT PLUG AT 12 O'CLOCK,(WHEN MOUNTED HORIZONTALY) C. PROVIDE EXPANSION TANK ETA. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. 12.26.08 CUSTOMER RESTROOM PLUMBING FIXTURE .SCHEDULE MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER WC3 WATER CLOSET 1 1 /4" --- 4" 2" TOTO CT705E FLUSH VALVE: TOTO TET1 LN32#CP - 1.28 GPF SENSOR A (FLOOR MOUNT) OPERATED SELF .GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND SET SCREW ESCUTCHEON. WC4. WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705EL ELONGATED SEAT: BENEKE. 523,. COMFORTSEATS C106C HANDICAPPED CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER (FLOOR MOUNT) 2-252, WITH "NO SEEP" WAX. RING AND BRASS ANCHOR BOLTS. WC5 WATER CLOSET 1 1 /4" --- 4" 2" KOHLER K-4321 FLUSH VALVE: TOTO TET1 LN32#CP - 1.28 .GPF SENSOR OPERATE A (KINDERGARTEN) AMERICAN 2282.010. SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND (FLOOR MOUNT) STANDARD SET SCREW ESCUTCHEON.. SEAT: BENEKE 323-5, COMFORTSEATS ELJER 111-1000 C100BBCAM, SEAT (FOR KOHLER): KOHLER K -4686-A. CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-2 2, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. UR1 URINAL 3/4" --- 2" 1 1/2" ZURN 25798 0.125 GPF BATTERY POWERED, .WALL MOUNTED SENSOR A, C UR2 URINAL SLOAN WEU -10186- OPERATED FLUSH VALVE WITH MANUAL OVERRIDE AND SET HANDICAPPED 0.125 -SMO SCREW ESCUTCHEON. CARRIER: JOSAM 17560 -UR, WADE 400.AM11, WATTS CA -321, FLOOR MOUNTED WITH HANGER AND BEARING PLATES, WELDED FEET, ADJUSTABLE SUPPORTING .RODS, STRUCTURAL UPRIGHTS, AND CHROME PLATED TRIM. L3 LAVATORY. 1 /2" 1 /2" 1 1 /4" 1 1 /4" KOHLER K-2005 FAUCET: TOTO TEL3LSC-10 WITH CONBRACO 34D THERMOSTATIC A L4 LAVATORY AMERICAN 0355.012 MIXING VALVE (SET TO 105'). 0.5 GPM, SENSOR OPERATED SELF. HANDICAPPED STANDARD GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER PLATE. ELJER 051-2104 SUPPLY KIT: MCGUIRE 2165CC; GRIA. D STRAINER WITH 6" TAILPIECE: MCGUIRE 155A; P -TRAP WITH CLEANOUT: MCGUIRE 88902; CARRIER: JOSAM 17560, WADE W-520, WATTS CA -411; LAVATORY ENCLOSURE: TRUEBRO LAV -SHIELD 2018 L5 MODULAR 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY FL -3L ONE-PIECE SOLID SURFACE .MATERIAL WITH INTEGRAL BOWL(S), A LAVATORY STAINLESS. STEEL TRAP, TRANSITION COVERS, AND SUPPORT (WALL MOUNTED) BRACKETS, COMPLETE WASTE ASSEMBLY. 3 -BOWL COLOR:. RIVERSTONE; L6 MODULAR 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY FL -2L FAUCET (ONE .PER BOWL): TOTO TEL3LSC-10, 0.5 GPM, LAVATORY SENSOR OPERATED SELF -GENERATING POWER SYSTEM, (WALL MOUNTED) STANDARD SPOUT, NO COVER PLATE. LAVATORY SYSTEM: 2 -BOWL INSTALL MANUFACTURER PROVIDED TMV' KIT WHICH L7 MODULAR 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY FL -2H INCLUDES LAVATORY (1) TMV PER MODULAR LAVATORY, STAINLESS STEEL BRAIDED (WALL MOUNTED) HOSES WITH BRASS INSERTS AND TEES. SET TMV AT 2 -BOWL 105 DEGREES FAHRENHEIT L8 MODULAR 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY FL -1 L LAVATORY (WALL MOUNTED) 1 -BOWL EWC1 ELECTRIC WATER 1 2 --- 1 1/4"-1 1 /4" ACORN A111408F STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE A, B, C COOLER (SINGLE) OASIS P8AC PUSH BARS, FLEXIBLE BUBBLER GUARD, STOP, HALSEY HAC8FS-Q 3/8"x1 /2"x20" SS BRAID HOSE, P -TRAP .AND ESCUTCHEON. TAYLOR ADA CARRIER: JOSAM 17560 -WC, WADE 400-AM11, WATTS CA -421 EWC2 ELECTRIC WATER 1/2" --- 1 1/4" 1 1/4"' ACORN A112408F STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE A, B, C COOLER OASIS P8ACSL PUSH BARS, FLEXIBLE BUBBLER GUARD, STOP, (SPLIT-LEVEL) HALSEY HAC8FSBL-Q 3/8"x1 /2"x20" SS BRAID HOSE, P -TRAP AND ESCUTCHEON. TAYLOR ADA CARRIER: JOSAM 17560 -WC, WADE 400-AM11, WATTS CA -421 H66 HOSE BIBB 3/4" --- --- --- WOODFORD 824. STAINLESS STEEL OR CHROME HINGED BOX, POLISHED FINISH WITH A (FLUSH MOUNTED INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY, MILD CLIMATE WALL BOX) ACORN 8151 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. TOILET ROOM PLUMBING FIXTURES SHALL BE FURNISHED AS PART OF THE TOILET PRODUCTS PACKAGE: WATER CLOSETS, URINALS, LAVATORIES AND HOSE BIBBS. THE TOILET PRODUCTS PACKAGE ALSO INCLUDES THE FIXTURE TRIM AND ACCESSORIES NOTED ON THE SCHEDULE INCLUDING THE URINAL AND LAVATORY CARRIERS. REF SPECIFICATIONS. PLUMBING. FIXTURES NOT LOCATED IN TOILET ROOMS, ALONG WITH THE ASSOCIATED TRIM AND ACCESSORIES, ARE PROVIDED BY THE PLUMBING .CONTRACTOR UNLESS NOTED OTHERWISE. (NO SUBSTITUTIONS ALLOWED). NOTES: A. FIXTURES SUPPLIED BY EITHER HJC (HAINES, JONES. & CADBURY);. CONTACT CUSTOMER SERVICE (800) 459-7099, OR BRADLEY CORPORATION; CONTACT CUSTOMER SERVICE (888) 518-8494. B PROVIDE AN ACCESSORY APRON FOR ADA COMPLIANCE- (COLOR TO MATCH UNIT). C. DIRECT PURCHASE INCLUDES 1 /2" X 3.3/4" STAINLESS. STEEL SIMPSON WEDGE -ALL WEDGE .ANCHORS FOR ALL FIXTURE CARRIERS. 09.26.08 KLS PUMP SCHEDULE >oo •� N O pp PROTO: 192 PROTO CYCLE: 01-09-09 MARK SERVICE MANUFACTURER MODEL vo I I HP V/PH/HZ GPM HEAD NOTES P1 BOOSTER PUMP GRUNDFOS CR1-3 :30d�- 1/3 120/1/60 5 90 FT A. (TEPID. EYEWASH) ooh In � W CO � P2 TEMPORARY COULD SDS1 2/5 115/l/60 21 20FT 4 O X VISION CENTER • M'j L O cn a_ w Z O ORDERING REQUIREMENTS U MODEL NUMBER CR1-3 H FGJ-A-E-HQQE 1-1x115-230 60HC A. STANDARD PUMP PLUS HORIZONTAL MOUNTING KIT B. VENT PLUG AT 12 O'CLOCK,(WHEN MOUNTED HORIZONTALY) C. PROVIDE EXPANSION TANK ETA. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. WATER HEATER SCHEDULE MARK AREA MANUFACTURER MODEL MODEL # JACKET .TANK VPH HZ NOTES SERVED COLOR SIZE KW W GM FRONT JANITOR .SMITH PREFERRED L- WHITE 0 120/1/60 A, ,E STATE PATRIOT PCE 20 10MSA GRAY GALLON. 2.5 KW RHEEM COMMERCIAL EGSP20 GRAY WH2 REAR JANITOR A.O. SMITH PREFERRED DEL -40 WHITE 40 208/1/60 B,C,D,E S STATE PATRIOT PCE 40 20LSA GRAY GALLON 4.5 KW RHEEM COMMERCIAL ELDS40 GRAY WH3 TLE TOILET A.O. SMITH PREFERRED DEL -15 WHITE 15 120/1 /60 A E STATE PATRIOT PCE 17 10MSA GRAY GALLON 2 RHEEM COMMERCIAL EGSP15 GRAY WH5 PHARMACY A.O. SMITH PREFERRED DEL -6 WHITE 6 120/1/60 E STATE PATRIOT PCE 6 10M5A GRAY GALLON 2 RHEEM COMMERCIAL EGSP6 GRAY WH6 BREAKROOM A.O. SMITH PREFERRED DEL -6 WHITE 6 120/1/60 E STATE PATRIOT PCE 6 10MSA GRAY GALLON 2 E RHEEM COMMERCIAL EGSP6 GRAY WH7 GR FRONT JANITOR A.O. SMITH PREFERRED DEL -40 WHITE 40 208/1/60 B,C,D,E STATE PATRIOT ..PCE 40 20LSA GRAY GALLON 4.5 KW RHEEM COMMERCIAL ELDS40 GRAY GENERAL INFORMATION (ALL UNITS): 1. PROVIDE INCO-LOY HEATING ELEMENTS. 2. 140 'F OUTLET TEMPERATURE. NOTES A. MOUNT WATER HEATER ON MANUFACTURER'S SUPPORT PLATFORM. B. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD. D. INSTALL WATER HEATER ON PLATFORM PROVIDED BY GENERAL CONTRACTOR.. E. CONTRACTOR PROVIDED DRAIN PAN 01.25.08 KLS PUMP SCHEDULE >oo •� N O pp PROTO: 192 PROTO CYCLE: 01-09-09 MARK SERVICE MANUFACTURER MODEL vo I I HP V/PH/HZ GPM HEAD NOTES P1 BOOSTER PUMP GRUNDFOS CR1-3 :30d�- 1/3 120/1/60 5 90 FT A. (TEPID. EYEWASH) ooh In � W CO � P2 TEMPORARY COULD SDS1 2/5 115/l/60 21 20FT 4 O X VISION CENTER • M'j L O cn a_ w Z O ORDERING REQUIREMENTS U MODEL NUMBER CR1-3 H FGJ-A-E-HQQE 1-1x115-230 60HC A. STANDARD PUMP PLUS HORIZONTAL MOUNTING KIT B. VENT PLUG AT 12 O'CLOCK,(WHEN MOUNTED HORIZONTALY) C. PROVIDE EXPANSION TANK ETA. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. LLJ L,Zaa°�-`Z Z�'z IFN �OC'pJW WfnQU(°j p WQ�gj°tia>>�oom L� wu�-i-iao v�-i�wwJzcna�- Z a��o�vo&Faw�w� O o��Z�aQ6Z� 4 zoo�ai.i��''a�$ FQo3 D 4QU �( K(nUj N_J. CL WW<NZ6FWWUW$�zW � �S�'�wonWavWiaz a� KLS PUMP SCHEDULE >oo •� N O pp PROTO: 192 PROTO CYCLE: 01-09-09 MARK SERVICE MANUFACTURER MODEL vo I I HP V/PH/HZ GPM HEAD NOTES P1 BOOSTER PUMP GRUNDFOS CR1-3 :30d�- 1/3 120/1/60 5 90 FT A. (TEPID. EYEWASH) ooh In � W CO � P2 TEMPORARY COULD SDS1 2/5 115/l/60 21 20FT 4 O X VISION CENTER • M'j L O cn a_ w Z O ORDERING REQUIREMENTS U MODEL NUMBER CR1-3 H FGJ-A-E-HQQE 1-1x115-230 60HC A. STANDARD PUMP PLUS HORIZONTAL MOUNTING KIT B. VENT PLUG AT 12 O'CLOCK,(WHEN MOUNTED HORIZONTALY) LLJ L,Zaa°�-`Z Z�'z IFN �OC'pJW WfnQU(°j p WQ�gj°tia>>�oom L� wu�-i-iao v�-i�wwJzcna�- Z a��o�vo&Faw�w� O o��Z�aQ6Z� 4 zoo�ai.i��''a�$ FQo3 D 4QU �( K(nUj N_J. CL WW<NZ6FWWUW$�zW � �S�'�wonWavWiaz a� CHECKED BY: KLS DRAWN BY: >oo •� N O pp PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 vo I I Q d+ :30d�- �� c -Eii^ ooh In � W CO � °a Z m N N 4 O X -� ZD • M'j L O cn a_ w Z O U CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ui go> wFv''i$W1owo`�` WWuiac~i WW O d~2 rn9Z060 QJ ari�010liVwOUw pWWfWjNl -w 26M�DzcaaZ¢ gacWnppo<w L'i� Wz<mF DU=wx o��avwiaaw¢R FLOOR ROOF DRAIN SCHEDULE SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE FIXTURE DESCRIPTION WHA WATER HAMMER ARRESTOR MANUFACTURER CATALOG NUMBER CONFORM TO PDI WH -201, ANSI A112.26.1M, ASSE 1010. 3 LIGHT DUTY PVC GENERAL USE WITH 511 DIAMETER NICKEL BRONZE RING AND GRATE JOSAM SERIES 75000-S PRECISION PLUMBING PRODUCTS PPP MIL -D-82036 WATTS SS SERIES WILKINS MODEL 1250 SERIES SIOUX CHIEF 842 OATEY 72057 JOSAM JPFD-J5 JAY R. SMITH HYDROTROL JUNIOR SIOUX CHIEF MANUFACTURING CO. HYDRA -RESTER PVB1 PRESSURE _T CASE DRAIN. 2 AND 3 SEE PLANS & DETAILS). LIGHT DUTY PVC DRAIN WITH 9 DIAMETER HEAVY DUTY VACUUM BREAKER FD3 PVC 1/2 GRATE AND NO SEDIMENT BUCKET. NO FLOOR SLOPE REQUIRED. SET TOP OF GRATE ELEVATION WATTS 80OM4QT WILKINS 720A FEBCO 765 PVB2 PRESSURE HIGH -HAZARD ANTI -SIPHON, ANTI -SPILL VACUUM BREAKER VACUUM BREAKER FD4 WADE1100STD8 WATTS 008QT JOSAM 30000-8A --- WATER PRESSURE PROVIDE BRONZE BODY VALVE WITH SHUT-OFF VALVES. REGULATOR TRENCH DRAIN MEDIUM DUTY W SLOTTED GALV. STEEL GRATE W CATCH BASIN WHERE INDICATED ON PLAN.) zmC WATTS 223 WILKINS 500 SPENCE D34 TMV THERMOSTATIC MIXING HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK V) VALVE STOPS AND LIMIT STOP SET AT 105' F. MINIMUM FLOW RATE 0.5 GPM TRENCH DRAIN HEAVY DUTY W SLOTTED STAINLESS STEEL GRATE IN GROCERY AREA. PROVIDE FLOAT -TYPE LEONARD C-210-AF-BR-STSTL SYMMONS THERMIXER SERIES 5-12OBCKX LAWLER 310 -SC TMV2 THERMOSTATIC MIXING HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK DUTY PVC FLOOR DRAIN WITH 5" DIAMETER NICKEL BRONZE RING AND GRATE AND 4' DIAMETER FUNNEL VALVE STOPS AND LIMIT STOP SET AT 105' F. MINIMUM FLOW RATE 1.0 GPM LEONARD TM -28-E SYMMONS TEMPCONTROL 5-200 LAWLER 517 TMV3 THERMOSTATIC MIXING HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK VALVE STOPS AND LIMIT STOP SET AT 140' F. MINIMUM FLOW RATE 2.0 GPM WITH (2) 1" DIAMETER CENTRAL LIFTING HOLES 3" APART, AND SS SEDIMENT BUCKET WITH HANDLE AND LEONARD TM-186-5015-PRV SYMMONS TEMPCONTROL 5-400-102-PRV LAWLER 802 --- LOCKABLE SHUT OFF VALVES BRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. FOR INSPECTION. PROVIDE FLOAT -TYPE BACKWATER VALVE FOR FLOOR DRAINS IN MEAT PREP AREA. RED -WHITE 5042 APOLLO SERIES 75-100 CRANE T-285 WATTS B-6000 OR B-6001 3 HEAVY DUTY WITH HEAVY DUTY TRACTOR GRATE, SLOTTED SEDIMENT BUCKET & SECONDARY STRAINER. WITH OPTIONAL LOCKING HANDLE WITH OPTIONAL LOCKING HANDLE OVLH) --- CHECK VALVES BRASS JACKET WITH PLASTIC VALVE ASSEMBLY RED -WHITE 232 APOLLO SERIES 61-100 CRANE 119J WATTS 6/P6 NIBCO T-413 WADE 1103-ER5 STRAINER CAST BRONZE Y -STRAINER WITH BALL VALVE WATTS 77SI APOLLO 59-004-06 --- TRAP PRIMER PROVIDE ALL BRONZE PRIMER- VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL (SINGLE TRAP) VACUUM BREAKER, AND GASKETED ACCESS COVER. WHITE PVC 12 X 12 FLOOR SINK WITH 3/4' WHITE HEAVY DUTY PVC 1/2 GRATE, SEDIMENT BUCKET ZURN Z1022 SIOUX CHIEF 695 JAY R. SMITH 2699 JOSAM 88250 WATTS A200 WADE 2400 MIFAB MI -TSP --- TRAP PRIMER IPROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL 7 DIAMETER PVC FLOOR SINK WITH PVC 1/2 GRATE & SLOTTED SEDIMENT BUCKET (MULTIPLE TRAPS) IVACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY FS3 PRECISION PLUMBING PRODUCTS PRIME -RITE SINGLE DRAINS ALSO) OR OREGON #1 WADE W-240OMF SIOUX CHIEF SERIES 695 --- VALVES BRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED -WHITE 5044S OR 5049S APOLLO SERIES 70 CRANE 9303 OR 9322 WATTS B-6000 OR B-6001 NIBCO T-580 OR S-580 --- DOUBLE-CHECK VALVE INCLUDE TWO INDEPENDENT ACTING CHECK VALVES, TWO SHUT-OFF VALVES, AND BACKFLOW PREVENTER REQUIRED MEANS FOR TESTING FOR EACH ASSEMBLY. SIOUX CHIEF 860-4PRIE WATTS 007QT OR 709 HERSEY FDC OR MODEL 2 FEBCO 850 WILKINS 350 OR 950XLT --- REDUCED PRESSURE PROVIDE STRAINER, SHUT-OFF VALVES AND TEST COCKS: INSTALL DRAIN LINE TO APPROVED SUMP RECEIVER, AND UNDERDECK CLAMP. REF ROOF PLAN FOR DRAIN OUTLET SIZE. BACKFLOW PREVENTER RECEPTOR APPROVED BY AUTHORITY HAVING JURISDICTION. JOSAM 29112 WATTS 009QT OR 909 HERSEY FRP II OR 6CM FEBCO 860 WILKINS 375 OR 975 XL ETMV1 EMERGENCY THERMOSTATIC MIXING HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, INTERGAL CHECK RD2 MEMBRANE VALVE ISTOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65' F. MINIMUM FLOW RATE 1.5 GPM RECEIVER, 2" WATER DAM, AND UNDERDECK CLAMP. REF ROOF PLAN FOR DRAIN OUTLET SIZE. LEONARD TA -300 BRADLEY S19-2000 POWERS PS-ES150 ETMV2 EMERGENCY THERMOSTATIC MIXING IHEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, INTERGAL CHECK VALVE ISTOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65' F. MINIMUM FLOW RATE 2.0 GPM 05.25.07 BRADLEY S19-2100 POWERS PS-ES150 ETA EXPANSION TANK 4.4 GALLON MINIMUM TOTAL CAPACITY, 3.2 GALLON ACCEPTED CAPACITY. REFER TO WATER HEATER SCHEDULE. AMTROL AST -12 FLEXCON WH -18 WATTS DET -12 WILKINS WXTP-18 ETB EXPANSION TANK - GROCERY 17.5 GALLON MINIMUM CAPACITY, 55 PSI PRECHARGE. REFER TO GROCERY AREA WATER PLANS. RECLAIM WATER HEATING SYSTEM AMTROL AST -42 "EXTROL" HOSE REEL FLEXCON WHV-75 WATTS DETA-42 WILKINS WXTP-75V SELF -RETRACTING OPEN REEL WITH 50'-0" OF 1/2" ID YELLOW WATER HOSE. HR1 GARDEN CENTER REELCRAFT 7850-OLP-SW57, (800) 444-3134 COX REELS CCR -0426-1, (800) 269-7335 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 12.28.07 ui go> wFv''i$W1owo`�` WWuiac~i WW O d~2 rn9Z060 QJ ari�010liVwOUw pWWfWjNl -w 26M�DzcaaZ¢ gacWnppo<w L'i� Wz<mF DU=wx o��avwiaaw¢R FLOOR ROOF DRAIN SCHEDULE DRAWN BY: MARK DRAIN DESCRIPTION O D 192 MANUFACTURER MODEL NUMBER ��O FD1 3 LIGHT DUTY PVC GENERAL USE WITH 511 DIAMETER NICKEL BRONZE RING AND GRATE 0 O SIOUX CHIEF 842 OATEY 72057 JOSAM JPFD-J5 FD2 HUB DRAIN AS SPECIFIED ON DRAWINGS CASE DRAIN. 2 AND 3 SEE PLANS & DETAILS). LIGHT DUTY PVC DRAIN WITH 9 DIAMETER HEAVY DUTY .n FD3 PVC 1/2 GRATE AND NO SEDIMENT BUCKET. NO FLOOR SLOPE REQUIRED. SET TOP OF GRATE ELEVATION TO FINISHED FLOOR ELEVATION WITH OPEN SIDE UNDER REFRIGERATED CASE. SIOUX CHIEF 860 OATEY 76023 JOSAM JPFD-3200 LIGHT DUTY GENERAL USE WITH 8 DIAMETER NICKEL BRONZE GRATE FD4 WADE1100STD8 JAY R. SMITH 2005-AO8 JOSAM 30000-8A ZURN 415-8BE WATTS FD -100-A8 FDS TRENCH DRAIN MEDIUM DUTY W SLOTTED GALV. STEEL GRATE W CATCH BASIN WHERE INDICATED ON PLAN.) zmC SMITH ACO 9930-G 9935-G) ZURN Z -886 -FG Z -887 -FG FD6 TRENCH DRAIN HEAVY DUTY W CLASS E EXTRA HEAVY DUTY SLOTTED DUCTILE IRON GRATE � (W/CATCH BASIN WHERE INDICATED ON PLAN.) V) SMITH ACO 9930-M 9935-M ZURN Z -886 -DG Z -887 -DG J TRENCH DRAIN HEAVY DUTY W SLOTTED STAINLESS STEEL GRATE IN GROCERY AREA. PROVIDE FLOAT -TYPE FD7 BACKWATER VALVE FOR FLOOR DRAINS IN MEAT PREP AREA. (W/ CATCH BASIN WHERE INDICATED ON PLAN.) z SMITH ACO 9930-SSHD 9935-SSHD ZURN Z -886 -RFS (Z -887 -RFS -FD-8-LIGHT DUTY PVC FLOOR DRAIN WITH 5" DIAMETER NICKEL BRONZE RING AND GRATE AND 4' DIAMETER FUNNEL 0 SIOUX CHIEF 842 1 OATEY 72057 JOSAM JPG LIGHT DUTY TRASH DRAIN WITH 6 SQUARE HINGED NICKEL BRONZE GASKETED WATER -TIGHT SOLID FD9 COVER, SECONDARY STRAINER GRATE, AND EYELET FOR COVER LIFTING CABLE CONNECTION. JAY R. SMITH 2005-BSNB-WM -GC HEAVY DUTY (5000 to 7499 LBS) STAINLESS STEEL SS WITH SLAB ANCHOR, 10 DIAMETER SS GRATE WITH (2) 1" DIAMETER CENTRAL LIFTING HOLES 3" APART, AND SS SEDIMENT BUCKET WITH HANDLE AND FD10 SIDE AND BOTTOM DRAIN HOLES. DRAIN INTERIOR, GRATE AND BUCKET SHALL HAVE SMOOTH BEAD BLASTED FINISH WITH NO VISIBLE INTERNAL WELDS OR SEAMS. ENTIRE DRAIN INTERIOR SHALL BE VISIBLE FOR INSPECTION. PROVIDE FLOAT -TYPE BACKWATER VALVE FOR FLOOR DRAINS IN MEAT PREP AREA. SIOUX CHIEF 860-4SS I KUSEL KEW I STAIN LESSDRAINS.COM SD12W 3 HEAVY DUTY WITH HEAVY DUTY TRACTOR GRATE, SLOTTED SEDIMENT BUCKET & SECONDARY STRAINER. FD11 WADE 1213-27-8 JAY R. SMITH 214 JOSAM 36213-81-88 ZURN Z -505 -Y -S WATTS FD -340-5-21 3" LIGHT DUTY GENERAL USE WITH 5 DIAMETER NICKEL BRONZE GRATE AND ANTI -FLOOD RIM. FD12 WADE 1103-ER5 JAY R. SMITH 2005-F37 JOSAM 30003-6E1 ZURN ZN-415-5I WATTS FD -100 -ER 3" LIGHT DUTY GENERAL USE WITH 5' SQUARE NICKEL BRONZE GRATE FD13 WADE 1103G5 JAY R. SMITH 2005-03-BO5 JOSAM 30003-5S ZURN ZN-415-45 WATTS FD -100-M5 WHITE PVC 12 X 12 FLOOR SINK WITH 3/4' WHITE HEAVY DUTY PVC 1/2 GRATE, SEDIMENT BUCKET FS1 AND FLAT BOTTOM STRAINER. SIOUX CHIEF 861 OATEY 42722 JOSAM JPFS-PVC FS2 7 DIAMETER PVC FLOOR SINK WITH PVC 1/2 GRATE & SLOTTED SEDIMENT BUCKET SIOUX CHIEF 864-3P2 W 864-S OATEY 76023 JOSAM JPFD-3200 FS3 FLOOR SINK, WITH EXTENDED SUMP TO RECEIVE INDIRECT COOLER DRAIN WITH CAST IRON RING AND SOLID PVC COVER. PROVIDE PVC FLAT BOTTOM STRAINER (860-2), BACKWATER VALVE WITH SLEEVE AND LID (869-4PS), AND REMOVABLE ACCESS COVER (CAST IRON 850-4i). SIOUX CHIEF 860-4P7RiE FS4 FLOOR SINK, WITH EXTENDED SUMP TO RECEIVE INDIRECT COOLER DRAIN WITH CAST IRON RING AND PVC GRATE. PROVIDE PVC FLAT BOTTOM STRAINER (860-2), BACKWATER VALVE WITH SLEEVE AND LID (869-4PS), AND REMOVABLE ACCESS COVER (CAST IRON 850-4i). SIOUX CHIEF 860-4PRIE COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB DRAINS WITH CAST OR DUCTILE IRON DOME, RD1 MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), SUMP RECEIVER, AND UNDERDECK CLAMP. REF ROOF PLAN FOR DRAIN OUTLET SIZE. ZURN Z-101 JAY R. SMITH 1010 JOSAM 29112 WADE W-3000 WATTS RD -500 COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB DRAINS WITH CAST OR DUCTILE IRON DOME, RD2 MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), SUMP RECEIVER, 2" WATER DAM, AND UNDERDECK CLAMP. REF ROOF PLAN FOR DRAIN OUTLET SIZE. ZURN Z-101 JAY R. SMITH 1010 1 JOSAM 29112 WADE W-3000 WATTS RD -500 GENERAL INFORMATION (ALL DRAINS): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 05.25.07 ui go> wFv''i$W1owo`�` WWuiac~i WW O d~2 rn9Z060 QJ ari�010liVwOUw pWWfWjNl -w 26M�DzcaaZ¢ gacWnppo<w L'i� Wz<mF DU=wx o��avwiaaw¢R ISSUE BLOCK CHECKED BY: KLS DRAWN BY: iO0 F O D 192 PROTO CYCLE: ��O C=3 ca 02-06-09 0 O H Z .n c ~L 0Lf) O LO W � zmC 0 ) � V) c O.) :t- o X J K)cna- z 0 Z U Gq 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: 0 � C=3 ca 02-06-09 0 O H Z O W � 0 o I. V) Z Gq 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. MECHANICAL NOTES 15.701 REPLACE EXHAUST FAN, REUSE GRILLES AND DUCTWORK AS APPLICABLE. REMOVE GRILLES AND DUCKWORK NOT BEING REUSED. REPAIR ROOF AND WALL AS REQUIRED. VERIFY EXISTING CURBS AND PROVIDE NEW CURBS AS REQUIRED. N a � 0 oo� 2,z 7da.zzHE" oz og> zqa� z z wat��o6Wvvi¢v a � `8vwi cn.20wom'w O WNao v�-i ww->,ZL. C l PLUMBING KEYNOTES 3WW4z�oz l o oE-aw w F_ c>a k'mm000 -'W J zNz o�a�iwao E'lcoQiQ ooc m F_ WCn 15.401 CONNECT TO NEAREST DOMESTIC COLD Nw<`=)f-_wwww w8wsw WATER PIPE OF EQUAL OR LARGER wmw4'ioo 77 SIZE. VERIFY SIZE AND LOCATION AT F -c P -<j cwam�a� SITE. PROVIDE SHUT-OFF VALVE IN ` NEW PIPE AT POINT OF CONNECTION. a 0 8 ;.•\ N o 15.402 CONNECT TO EXISTING HOT WATER o o 1 -. PIPE OF EQUAL OR LARGER SIZE. C VERIFY SIZE AND LOCATION AT SITE. O m C=1)3.9 �* d PROVIDE SHUT-OFF VALVE IN NEW � � � �,.� ,,,, PIPE AT POINT OF CONNECTION. O N o `r' Lo 15.405 PROPERLY CAP, PLUG AND CONCEAL ~ w ow� 0 Z mN 4i ANY PIPING LEFT IN PLACE. CAP o w o x ABANDONED SEWER PIPING A MINIMUM J °�'s o I OF 8" BELOW FINISHED FLOOR. MATCH � V) OF RELOCATED �<< EXISTING FLOOR CONSTRUCTION AND p EXISTING 1OW-30 TANK FINISHES. RE: ARCHITECTURAL v COMPRESSED 15.461 PLANS. REMOVE UNUSED WATER AND AIR PIPING 15.464 15.422 15.465 VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. I a a 3 ! ! A 15.406 PLUMBING CONTRACTOR TO MAKE ALL p MAC2 / L NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES O D w BEING RELOCATED OR NEW. C= `..., RELOCATED _� �¢ BULK OIL PUMP CONNECT TO 15.408 ROUTE WATER HEATER T&P DISCHARGE 1� w TYP. OF 2 I.. EXISTING 1OW-30 EXISTING WASTE '� TO FLOOR DRAIN WITH AHJ APPROVED w ( ) 15.464 AIR GAP. TB816b 0 p PIPING OIL TANK �, UPFLOW MECHANICAL 15.422 EXISTING PIPING TO REMAIN (VERIFY N VENT CAP ROOM EXISTING HIGH LEVEL ALARM LOCATION IN FIELD). RELOCATED g 15.434 EXISTING LAVATORY TO REMAIN. 0 0 „ i+ � ^ Z 2 V b 5W-30 TANK MAC2 I REPLACE ASSOCIATED TRIM INCLUDING MAC2.1 15.461 1, ` FAUCET, TAILPIECE, P -TRAP, SUPPLY W o (TYP. OF 3) 15.464 1 LINES, AND SHUT-OFF VALVE �j IY c " �Q 15.465 201V 15.460 1 15.460 NEW 2" GALVANIZED STEEL VENT Q O o 4 15.466 ` PIPING THROUGH ROOF. INSTALL REF ARCHITECTURAL FOR D ' �, (TYP. OF 3) � ti, UPFLOW VENT CAP. DO NOT MANIFOLD O ° NG ESSED ROO FLASHING DETAILSANDTOISHIGH LEOVELRALq RM AIR ` l VENT WITH OTHER TANK VENTS OR -- _ - PLUMBING VENT. w VENT PIPE TERMINATIONS __ - j -- 1 _ 2 V b CONNECT TO EXISTING Gca OILSPIUMPWASTE - - - - ___ _ _ r... -J.1 \ 5W-30 PIPING TED NEW CHASSIS GREASE AND T DMO EXISTING 15.461 PROPERLY CAP AND REMOVE EXISTING RELGEAR OIL PIPING. CONNECT EXISTING f _ CHASSIS GREASE WASTE OR BULK OIL LINES NOT BEING Z IPE CHASE EXISTING WASTE ROOF DRAIN REUSED. pq TO EXISTING PIPING IN PIT. 15.470 f - AND GEAR OIL p NEW 3/4" C/--, OIL LINE (TYP. OF 2) � II :, I `, �� � TO NEW HB5 15.464 PROVIDE A MINIMUM OF 3 __ _ _ .,........NEW 3/4" DRAIN �� __.... 15.467 INSPECTION SPACE BETWEEN ALL I ,1 �.,.. MAC2 RELOCATED HOSE - - _ _..... _ E OCATED WALLS, COLUMNS, TANK AND RAILINGS. TB440 TB816 _l 15.465 RELOCATE TANK AS SHOWN. MAINTAIN ISSUE BLOCK III NEW 2" I- -� ;', WASHER FLUID A MINIMUM " TANK U OF 3 0 FROM OTHER AST NE WAST 6 7 II STEEL VENT -1 I :'..FD ETR TANKS. OI LINE MAC2 MAC2 15.466 NEW 1 2'1/ C1 15.460 ��DO NOT COVER }, 15.466 C.___. _:. ,l 15.473 15.466 SLOPE VENT PIPING BACK TO TANK AT 15.473 1.9�YI.P. E,. .SED N .W.___1�Z OR 3-M TYP. AIR COMPRESSED II ONTINU ION I (TYP.) �� 1/8" PER FOOT. AIR FROM [_� LEVEL SHELF WITH ! GO j FINAL NEW OIL FILTER RACK LOCATION 15.468 -Cl HIGH-LEVEL FLOOR AND SECURE W REPLACE EF -8 15.467 RELOCATE CHASSIS GREASE AND GEAR ' o:I „ I Uc�l-? A �� ON ROOF LUBE TANKS AS SHOWN. EXTEND TEPID WATER TO CATWALK RAILING f�Un � I - ' 15.701 � REFERENCE PIPING TO NEW .LOCATION. PROPERLY WILL BE DETERMINED BY TLE ALARM NEW 3/4 MANAGER BUT MUST MAINTAIN �f , - - - (TYP. OF 2)I I NEW 1 /2 ;COMPRESSED ! ! J EGRESS PATHWAY MINIMUM OF 3'-0". J 1-MAC1.1 SUPPORT PIPING. RELOCATED OIL FILTER ,M _ I I IR. CON QCT TO � I _ TB931 i ` `_ FOR RISER CRUSHER AND NEW tem NEAREST EXISTING 400 CFM I TRANSFER TANK NEW EW1 (TYP. OF 2) I OMPRES - - `, -- - - _ `.-� ,' ED AIR OF ��{ ETR 15.468 ROUTE PIPING IN NEW CHASE DOWN DEQUAT SIZE g.-..� THROUGH FLOOR TO PIT AREA. REF. TB801 NEW 2" VENT .... ROUTE DRAIN TO I " ! ARCHITECTURAL DRAWINGS FOR SLAB I EXISTING - - - - - LOCATION. INFORMATION NEW A 10 MAC2 REFERENCE - �` \ `� , I CONSOLE �, 15.470 REMOVE EXISTING OIL AND AIR LINES 3/4" CW - - IN BELOW GROUND CHASE AND REROUTE � I ( i I 2 / I EXISTING AIR FOR RISER ! TYP. OF 2) ! MAC1.1 I i I OVERHEAD. CAP OFF AND ABANDON COMPRESSOR _. ....... BELOW GROUND CHASE. IF ELECTRICAL TLE �j EXISTING ... I CAMERA LINES ARE PRESENT, CONTACT SAFETY AREA TO BE r ....... • . NEW 1 /2" COMPRESSED AIR __.,,.... .._..... .. -..... _...- _ .,:.._.. _ _ MAINTAINED FREE AND I I SERVICE I CONSTRUCTION MANAGER FOR REMOVAL CLEANER I i TO WASTE OIL PUMP IN PIT PRIOR TO CLOSING CHASE. 1 REF ARCHITECTURE VACUUM I' I i ... I .. j CLEAR FOR EYEWASH I � BAY i ' CONNECT TO �, 15.473 SUPPORT NEW PIPING WITHIN CHECKED BY: KLS f r I I ( EXISTING 1 CW STRUCTURE OR AS CLOSE TO BOTTOM 15.401 OF STRUCTURES AS POSSIBLE. DRAWN BY: LNB 500 CFM COORDINATE ROUTING WITH EXISTING + II WAITING AREA EQUIPMENT. PROTO: 192 __ II PROTO CYCLE: 01-09-09 bJ I.550TRFM I _ _ : I DOCUMENT DATE: 02 06 09 ! 'I ti I TLE PIT MECHANICAL PLAN. r----------------� 3 1 4" = 1'-0" / I------ - - - - - - - - - - -- CUSTOMER AREA EXISTING 12" EXHAUST DUCT 3/4" TEPID WATER , / 3 SUPPLY FOR TLE �J REMOVE EXISTING EXISTING MAC1 1 SERVICE PIT v w COLD WATER SUPPLY 3/4 CW _.:. REMOVE EXISTING -COLD 15.42 WATER SUPPLY TOTO EYEWASH i 15.405 REMOVE SUPPLY TOCOLD WATER ETMV2 TO SUPPLY TLE WATER HEATER. !ROUTE EXISTING a SERVICE BAY ' 3/4" WATEHEATER AND ROUTE THRU P1. ._ SERVICE PIT. MOUNT AT TO BOOSTER PUMP 1 1 /4" CW -- 15.406 60" AFF. REF 3-P2 - 15.406 / - - - - - 3/4,� TEPID WATER ROUTE NEW DEMO FLOOR 3/4" CW ABOVE LINE COVERING AS 4 CONNECT NEW TEPID � 3/4.. HW I_ c. �` i I HOT WATER P1 I WATER LINE AT CLOSEST / '_* LINE TO EMTV2 POINT TO EXISTING COLD �✓ WHA EXISTING 1 1/4" CW CEILING NEEDED. REPLACE � � TO MATCH EXISTING.. I WATER AS REQUIRED TO 3/4" PROVIDE TEPID WATER TO 1---.: 15.402 - -._. -- ) ......._ .._ .. - --- L -: EXISTING EXISTING EYEWASH 3/4" TEPID WATER TO � - - LINEREMAB LOCATIONS. WH3 SAFETY AREA TO BE 3/4" CW EXISTING LINE ABOVE CEILING ETMV2 15.406 MAINTAINED FREE AND 2 f EYEWASH 15.473 15.408 CLEAR FOR EYEWASH f. MAC1 '- REPLACE MOP SINK c; i' AND ASSOCIATED �- - � REF ARCHITECTURE i 15.434 L2 CONNECT TO EXISTING REMOVE EXISTING TRIM WITH NEW SS2 ; P1 (BOOSTER PUMP) i EXISTING 3/4" SANITARY SEWER COLD WATER SUPPLY __ CONNECT NEW TEPID WATER - 15.406 REPLACE CW & HW ; ; ,' / i ) BELOW SLAB. TO EYEWASH ; LINE AT CLOSEST POINT TO i I _ EXISTING WATER /; 9 _L- EXISTING COLD WATER AS PROPERLY SEAL %., (FIELD VERIFY) 15.405 ; �- ,' ,' HEATER WITH �' REQUIRED TO PROVIDE TEPID SINK AT EDGES WH3 ON SHELF. EWC1 15.404 WATER TO EXISTING EYEWASH i WC4 ROUTE T & P j '; 15.406 ! •'��`�� RELIEF TO NEW l i SUPPLY - - - TOILET r SS2. y 15.406 i 2 NEW SS2 TYP. - - - P2 CONNECT TO _ ...._ ....... ...._._ ,. EXISTING 3/4" CW ...... _..---- ........ __ _. _........ _ `� _ -_ ._ _ 1 AGv ETR 15.401 EXISTING 30 CFM EYEWASH TO REMAIN REPLACE EF -7 AUTO ON ROOF TLE TEPID EYEWASH WATER RISER AUTO CENTERMECHANCIAL1570, CENTER 2 .. NTS1/4 = 1 -oMECHANICAL PLAN EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE MAC TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. PROVIDE UNISTRUT END-/ CAP ON ALL EXPOSED ENDS BELOW 9'-0" AFF. Fj NEW 1" ELECTRICAL Ai CONDUIT FOR SECURITY CAMERA BY ELECTRICAL I I CONTRACTOR, REFERENCE ELECTRICAL SHEETS. �� II go FIRST UNISTRUT BRACE MOUNTED AS LOW AS POSSIBLE. i" ]EPIT TRENCH I C2)- NTS SECURE PIPE WITH PIPE CLAMP TO UNISTRUT. (TYP.) ROUTE GREASE, OIL, LUBE, AND AIR LINES BACK TO MECHANICAL ROOM, 15.473 TYP NEW AIR LINE FILTER CRUSHER PLACE CONDUITS, LINES AND PIPES AS CLOSELY TOGETHER AS POSSIBLE. UNISTRUT LENGTH SHALL BE KEPT TO A MINIMUM. FINAL UNISTRUT INSTALLATION SHALL HAVE NO MORE THAN A 3" EXTENSION PAST LAST PIPE SUPPORT. REF ARCH UNISTRUT, P1001 OR EQUIVALENT WELDED TO POST ® 10'-0" O.C. MAX. PER AWS WELDING REQUIREMENTS. i -TLE FLOOR --- NEW 1" ELECTRICAL CONDUIT FOR SECURITY CAMERA BY ELECTRICAL CONTRACTOR, REFERENCE ELECTRICAL SHEETS. DETAIL, BGWRAC(OPTION8) NEW 1/2" COMPRESSED AIR TO FILTER CRUSHER. II CONNECT TO NEAREST II EXISTING COMPRESSED AIR OF ADEQUATE SIZE.--\ II NEW 2" STEEL VENT NEW 1/2" COMPRESSED UP THROUGH FLOOR AIR TO FILTER CRUSHER. 15.466 TYP. EXISTING DRAIN HOSE NEW WASTE EXISTING ROLLING STI _LINE STRAINER OIL DRAIN PAN, ONE TB536 PER CATWALK (TYP. OF 2) EXISTING PUMP AND 15.401 INSTALL THREE LNB ISOLATION VALVES 192 15.481 TB550 01-09-09 CONNECT NEW COMPRESSED AIR 02-06-09 NEW PIPE AT POINT OF CONNECTION. 15.406 FROM HIGH LEVEL I ALARM TO EXISTING WASTE OIL PUMP h 1" BEING RELOCATED OR NEW. 15.422 WASTE OIL �kJEXISTING FPIPING TYP. OF 2) NEW 3/4" //--DRAIN HOSE NEW 3/4" GEAR OIL PIPING TO PIT NEW 3/4" CHASSIS GREASE PIPING TO PIT NEW 1"WASTE OIL PIPING TO PIT NEW 1/2" COMPRESSED AIR PIPING FROM HIGH LEVEL ALARM TO EXISTING WASTE OIL PUMPS IN PIT EXISTING COMPRESSED AIR PIPING 15.42 NEW 2 STEEL VENT UP THROUGH ROOF (TYP. OF 4) I �� II I I 15.466 , II TYP. EXISTING II EXISTING BULK 1OW-30 II OIL PUMP SUPPLY II (TYP. OF 2) PIPING EXISTING WASTE OIL PIPING 15.422 SHUT-OFF OFF VALVE 1pn - GREASE. NEW EXISTING CONTAINMENT (TYP. OF 3) WASHER FLUID PALLET. EXISTING SYSTEM 15.467 FLOOR DRAIN. TB930 j DO NOT COVER y EXISTING WASTE MECHANICAL ROOM - OIL TANK EXISTING . 8 AIR I: COMPRESSOR ! MAC2 ;1 TLE MECHANICAL RISER NTS GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD LNB WATER PIPE OF EQUAL OR LARGER 192 SIZE. VERIFY SIZE AND LOCATION AT 01-09-09 SITE. PROVIDE SHUT-OFF VALVE IN 02-06-09 NEW PIPE AT POINT OF CONNECTION. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. 15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.460 NEW 2" GALVANIZED STEEL VENT PIPING THROUGH ROOF. INSTALL UPFLOW VENT CAP. DO NOT MANIFOLD VENT WITH OTHER TANK VENTS OR PLUMBING VENTS. 15.461 PROPERLY CAP AND REMOVE EXISTING WASTE OR BULK OIL LINES NOT BEING REUSED. 15.464 PROVIDE A MINIMUM OF 3" INSPECTION SPACE BETWEEN ALL WALLS, COLUMNS, TANK AND RAILINGS. 15.465 RELOCATE TANK AS SHOWN. MAINTAIN A MINIMUM OF 3'-0" FROM OTHER AST TANKS. 15.466 SLOPE VENT PIPING BACK TO TANK AT 1/8" PER FOOT. 15.467 RELOCATE CHASSIS GREASE AND GEAR LUBE TANKS AS SHOWN. EXTEND PIPING TO NEW LOCATION. PROPERLY SUPPORT PIPING. 15.468 ROUTE PIPING IN NEW CHASE DOWN THROUGH FLOOR TO PIT AREA. REF. ARCHITECTURAL DRAWINGS FOR LOCATION. 15.473 SUPPORT NEW PIPING WITHIN STRUCTURE OR AS CLOSE TO BOTTOM OF STRUCTURE AS POSSIBLE. COORDINATE ROUTING WITH EXISTING EQUIPMENT. 15.481 SUPPORT PIPING ALONG WALL. COORDINATE ROUTING WITH EXISTING EQUIPMENT. NEW 1/2 COMPRESSED AIR TO WASTE OIL PUMPS IN PIT :XISTING 1/2" ;OMPRESSED AIR TO iIGH-LEVEL ALARM. CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 i I i ±I I I 1 i iI II I i 2" CAMLOK TO 2" MALE THREAD 2" STREET ELBOW 2" DUST CAP DOUBLE TAP BUSHING 2" X 1 1/2" REDUCER " 1 1/2SE NIPPLE 2 TANK FLANGE �� CLON J D ppm W wl aa'*oww �Nfr DROP TUBE 1 1 2.. Wr_V))C''wgoaM60< 0 DIA. / w"l8sw v�a���oom lL zrnQo N�ww�?Na� 4U 60 wIc� a z ara w-'o�aw w2 O �Wg BoWWOR0Z6oZ Q zenza ��WZW ¢OQa O p�-a w((�� D QZaUwy~M�V)UjZON.g p(WjCv_�irOwWW�dwU�`Q' 9w F- 0WJ zltawa Zw3% Wjp EVACUATION PORT DETAIL g! C14 0 — N S 05 008 0 Ln F °��° to c 20 PO EXISTING ROLLING OIL DRAIN PAN, REF EVACUATION ONE PER CATWALK PORT DETAIL CIO to W off, _Q)—o'er � Ln c V -� z0'4' rn mN N TB475 0 o X EMERGENCY VENT, TYP HIGH LEVEL ALARM CAMLOK c o REF ROLLING OIL D .-cna � DRAIN PAN z z EVACUATION PORT l,. ASSEMBLY O a DROP TUBE / Co TB440 ` EXISTING OIL SERVICE ©� TB464 TRAY IF EXISTING 800 GALLON WASTE OIL w TANK DOES NOT HAVE CAMLOK EXISTINGHOSE r. AND/ OR DROP TUBE PROVIDE NEW o BRACKET DETAIL MODIFIY WDROP TUBE INSTALLED I I o O CAMLOK AND DROP TUBE . FEILD TB476 I o I ON EXISTING 800 GALLON WASTEPROVIDE ADAPTOR FROM OIL I ` TB494 O I TANK TO PROVIDE 3" CLEARANCE TB465 I 3/4" FLEX LINE TO 1" � TB465 FROM BOTTOM OF INNER TANK. RIGID LINE AS REQUIRED \ / N� W 800 GALLON 3" FROM I PROVIDE ADAPTOR FROM — ` O V)WASTE OIL TANK BOTTOM OF 3/4" FLEX LINE TO 1" CQ INNER TANK U TB 440 TB 44 EXISTING HOSE ( RIGID LINE AS REQUIRED / \ A" I w l' 0 � as ,, � / NEW 3/4" DRAIN HOSE BRACKET DETAIL 0 TB440 NEW 3/4" DRAIN HOSE ISSUE BLOCK WASTE OIL SUPPLY HIGH LEVEL 800 GALLON FROM PUMP ALARM INNER TANK WASTE OIL TANK REF DETAIL PRIMARY VENT NEW FLEX HOSE DETAIL 7 NTS MAC4-03 ROLLING OIL DRAIN PAN ASSEMBLY 0 o SPARE PORT W/ 6 NTS 062708 MAC4-01 STEEL PLUG INNER EMERGENCY SCULLY EVACUATION VENT W/ NORMALLY GAUGE PORT LITER EMERGENCY EMERGENCY VENT CLOSED, WEIGHTED REF EVACUATION VENT W/ NORMALLY PORT DETAIL CLOSED, WEIGHTED EMERGENCY VENT c o CUT AND GRIND PVC r — — — FLUSH WITH FINISH FLOOR 800 GALLON WASTE OIL TANK '-0" FINISH FLOOR 2'-0" 3 8 NTS BGWRAC05 4" TO 6" NON SHRINK c CHECKED BY: KLS GROUT TB802 DRAWN BY; LNB EXISTING PIT PVC PIPE - - PROTO: 192 SPARE PORT EXFOAMED WITH STEEL I PROTO CYCLE: 01-09-09 PLUGo. DOCUMENT DATE: 02-06-09 LEAVE EXISTING -. _ INSTALL 2" VENT PVC PIPE OPENTB804 FROM NEW WASTE OIL RESERVOIR WITH 400 GALLON MINIMUM POSSIBLE SCULLY INNER TANK BULK OIL TANK Y NEW 1/2" 140 PSI AIR LINE RISE WHERE UNDER GAUGE EXISTING BELOW GRADE PIPE CHASE. FROM WASTE OIL TANK HIGH PL/4N OIL FILTER CRUSHER.FILL PRIMARY PORT VENT � LEVEL ALARM TB$13 NTS 021507 1 PIPE SPARE PORT W/ SLOPE LINE TO WASTE STEEL PLUG OIL PUMP _ 2" STEEL VENT '-0 PIPE AND FITTINGS _.... 1� REF SPECIFICATIONS ---1 BULK OIL .INNER TANK EMERGENCY OUTER TANK EMERGENCY NORMALLY PUMP PORT CLOSED WEIGHTED VENTW/ WEIGHTED NORMALLY PROOVI3/4DE 1" I T6541 EMERGENCY VENT EMERGENCY VENT BUSHING TB499 o TB462 TB550 TB491 TB540 1" PIPE 1/2 PIPE TB491 SET AT TB541 0 o TB537 140 PSI 5W-30 400 GALLON BULK OIL TANK ,. TB499 q. PROVIDE 1 3/4" 1" PIPE TB499 NTS BGWRAC06 BUSHING 3/4"x 2" NIPPLE TB525 PROVIDE 1" 3/4" TEE T6530 TO 3/4" oa T8541 BUSHING CLEANOUT PLUG TB429 tD co 400 GALLON TB802 a TB435 SCULLY INNER TANK BULK OIL TANK 3/4„x2” NIPPLE GAUGE PRIMARYFIL -� PORT VENT SET AT SPARE PORT TB802 TB462 WITH STEEL TB461 in TB813 o SPARE PORT W/ 70 PSI PLUG TB804 TB429 T6487 d STEEL PLUG ..... o 0 o TB439 co TB583 I INNER TANK EMERGENCY BULK OIL OUTER TANK EMERGENCY — TB536 PUMP PORT SECURE MANUFACTURERS 3/4", 6" VENT W/ NORMALLY VENT W/ NORMALLY MOUNTING BRACKET TO WALL NIPPLE CLOSED, WEIGHTED CLOSED, WEIGHTED EMERGENCY VENT EMERGENCY VENT WITH 1 1 /4" LONG TAPCON 3/4"x2" NIPPLE TB550 SCREW FASTENERS (MATCHING © DIAMETER OF PRE-DRILLED T6801 AUTO BRACKET). WASTE OIL RESERVOIR IE PLAN ELEVATION CENTER ELEVATION MECHANICAL OW-30 400 DET AILs 3 TANK WASTE PUMP ASSEMBLY OIL FI LTCRUSHER NTS BGWRAC06 2 NTS 103108 BGWRACO2-S E R NTS 103108 BGWRAC01-S EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: BECAUSE OF CONDITIONS THAT OCCUR DUE MAC2 TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 11 I I I II II I I I I I LdLL Z D � a�zzwa OK ofo 9pp��Zaa �WW Z z z (L 3OfW/I tsq%w=lwaoW Z 008ZLLV6OW�Wg 0 3U ���WjWwmzOOz H 0cLz<QwmzO <zza Jzrnoora-a�.i``o:, Fao3 Wm1-mW WwL)UZWS. mO- p�3cn1.- W0 0 OF v� LA`a�afElaP ��0 0 cD i� h (n ci -do CO rl'q O LO LO U)W O U �� F Og Z mN N E J 91-+ LO eMd LxpL ZOU a) a w A O D cm le. z 0 2'-0" MINIMUM FROM N TOP BEAM CLAMP TYP PARAPET OR EDGE OF ROOF 3'� TOP CHORD OF JOIST O ^ O JOIST PANEL POINT A LLJ o IY o 0 MINIMUM 3/8" DIA ©co (!) o ALL-THREAD ROD FORREF EXISTING WALL c*ll ALL PIPE HANGERS 4" ARCHITECTURAL O DIA OR SMALLER FOR ROOF 44 PENETRATION FLASHING DETAILS AND Z VENT PIPE G4 HANG 4" AND LARGER TERMINATIONS ROOF o PIPE WITHIN 3" OF JOIST PANEL POINTS TANK VENT ROOF JOIST GIRDER ISSUE BLOCK I II 11 r SLOPE REF: DETAIL C 1/8" PER FT I I - TOP CHORD OF JOIST TOP BEAM CLAMP TYP JOIST PANEL POINT 10'-0" MAX r.1'-0" MAX FROM ELBOW, TYP EXISTING UNISTRUT, OFFSET AROUND WALL FINISH P1000 OR MINIMUM 3/8" DIA INSTALL VERTICAL JOIST GIRDER WHEN EQUIVALENT ALL-THREAD ROD FOR TRAPEZE SUPPORTS PRESENT ALL PIPE HANGERS 4" AT 10'-0" MAX DIA OR SMALLER EXISTING CMU WALL USE SPLIT RING HANGER. UNISTRUT REFERENCE SPECIFICATIONS HANG 2" PIPE TAPCON 1/4" X 3-1/4" EXISTING FOR LARGER THAN 2" PIPE. :HANGER PIPE CMU WALL RING TYP CHECKED BY: KLS SCREW FASTENER. SUPPORT DRAWN BY: LNB EXISTINGREF: DETAIL PROTO: 192 CMU WALL .. B, TYP w d PROTO CYCLE: 01-09-09 PIPE RUNNING PERPENDICULAR TO JOISTS PROVIDE UNISTRUT OF ~ DOCUMENT DATE: 02-06-09 TOP BEAM CLAMP TYP SUFFICIENT DEPTH TO „,-6” MAX m MATCH OFFSET. SECURELY ALL THREAD ROD FASTEN TO WALL AS ¢ d WALLMOUNT TYP REQUIRED. REF DETAIL B UNISTRUT SIZED PER NEPA 30 TOP CHORD OF JOIST OFFSET NEW VENT PIPING o Ln VENT PIPE SUPPORT AROUND EXISTING PIPING WHEN PRESENT. A NTS 11.27.07 MINIMUM 3/$" DIAIF OFFSET OF VENT PIPE WILL REQUIRE ALL-THREAD ROD FOR 5'-0" MORE THAN 6" MAX OF UNISTRUT, ROUTE VENT ALL PIPE HANGERS 4" T TPIPE TO WALL FROM TANK AND ROUTE DIA OR SMALLER VENT PIPE AROUND OBSTACLES WITH ADDITIONAL WALL MOUNTS AND BENDS AS ONE OPEN JOIST BAY REQUIRED. MINIMUM BETWEEN TRAPEZE HANGERS HANGER RING TYP 3" MIN UNISTRUT P5000 OR SIMILAR TOA 24" MAX OF 6", TALL YP THREAD ROD ' SCREW FASTENER MIN DO NOT BULK/WASTE HANG 2 OR MORE OIL TANK THIS DETAIL REPRESENTS IN A GENERAL PER WALL TYPE, REF PIPES 4„OR LARGER BETWEEN LOCATED IN WAY TYPICAL BULK WASTE OIL VENT i DETAIL A. USE SPLIT RING HANGER. THE SAME JOISTS PIT OR PIPING -ROUTE VENT PIPING TO WALL ROUTE A MAXIMUM REFERENCE SPECIFICATIONS MECHANICAL FROM BULK WASTE OIL TANK AND OF (3) 2” VENT FOR LARGER THAN 2" PIPE. ROOM OFFSET AT ROOF STRUCTURE AS PIPES PER ONE REQUIRED FOR COMPLETE INSTALLATION. UNISTRUT SPAN PIPE RUNNING PARALLEL TO JOIST PROVIDE SUPPORTS FOR ALL VERTICAL AND HORIZONTAL RUNS OF VENT UTILIZE THESE HANGING METHODS FOR ALL 2" TO 4" PIPING. VENT PIPES. SPACE TRAPEZE HANGERS PER EVERY 10'-0". LOCATE HANGERS WITHIN 3 INCHES OF OFFSETWALL MOUNT JOIST PANEL POINTS. PIPE SUPPORT VENT THRU ROOF AND PIPEVENT PIPE SUPPORT C NTS 11.28.07 MM05 SUPPORT B NTS 11.16.07 MM05 NTS 11.27.07 AST VENT PIPE DETAILS SHEET: MAC2*1 I I I II- i I I 3" 7" 9„ 1.L 8„ SUPPLY AIR DROP SPRINKLER PIPE-' ELECTRICAL CONDUITS PLUMBING VENT meiLl WATER _. _.. EXHAUST DUCT-- WHEN APPLICABLE REQUIRED REQUIRED CLEARANCE FOR CLEARANCE FOR RETURN RTU PLENUMS AIR DROP PIPING, CONDUITS AND EXHAUST DUCT COORDINATE WITH OTHER DISCIPLINES ENLARGED CHASE PLAN - 7 1 /8 = i —0,, 08.01.08 r<__ROUTE THROUGH JOISTS. CONNECT TO NEAREST APPROPRIATELY SIZED CW SUPPLY. i ROUTE UP THROUGH CHASE J 7 � c* l/ / I Z iA ROOF CURB NOTE z >oa,- co GENERAL NOTES OWNER SHALL FURNISH AND THE CONTRACTOR z"o F, SHALL INSTALL ROOF CURB (AS MANUFACTURED ui :D REFER TO SHEET MP1 FOR GENERAL NOTES w fn PLUMBING LINES O SHALL BE ADJUSTED FOR ROOF SLOPE TO DUCTED RETURN--------., MAINTAIN LEVEL RTU INSTALLATION AND CHASE A CONDENSATE TO DRAIN AWAY FROM UNIT r WN EXHAUST DUCT I SIDE SLOPE OF ROOF. O U ��i� o WHEN APPLICABLE MECHANICAL N 0 ES SEE SPECIFICATION FOR ADDITIONAL DECKING ! f mN N ROOF CURB NOTE KLS >oa,- co GENERAL NOTES OWNER SHALL FURNISH AND THE CONTRACTOR z"o F, SHALL INSTALL ROOF CURB (AS MANUFACTURED tn d BY AES INDUSTRIES INC., CONTACT CHAD BURT REFER TO SHEET MP1 FOR GENERAL NOTES 1-800-786-0402) FOR NEW ROOF TOP UNITS. PERTAINING TO THIS SHEET. ROOF CURB SELECTION AND INSTALLATION O SHALL BE ADJUSTED FOR ROOF SLOPE TO MAINTAIN LEVEL RTU INSTALLATION AND ADEQUATE CONDENSATE DRAINAGE. ROUTE NEW A CONDENSATE TO DRAIN AWAY FROM UNIT r WN SIDE SLOPE OF ROOF. O U ��i� o fes- MECHANICAL N 0 ES SEE SPECIFICATION FOR ADDITIONAL 1T INFORMATION. mN N I-Qp 15.711 REFER TO ARCHITECTURAL ROOF PLAN C j� AND STRUCTURAL PLANS FOR DETAILS OF ROOF CURB INSTALLATION. z 15.729 INSTALL ROOF CURB PER ROOF CURB a BOX NOTE. - RTU CURB --FIRE PROTECTION \— BAR JOIST ELECTRICAL POWER AND DATA CONDUIT _-.—JOISTS 0 LIGHTS CEILING SUPPLY EXHAUST RETURN AIR DIFFUSER GRILLE GRILLE WHEN APPLICABLE FLOOR PI N... TS NTS V L' -� 3$$ VTRPHARMACY J„ WH5 BELOW _ - - COUNTER. / ? 5 �I / > MPH1 IJ ...52 - / ROUTE UP ( 15.410 / _ THROUGH CHASE - .. S2 2' j\j i V / / WC0 ROUTE VENT PIPING ABOVE CEILING TO REF ARCH O co S`' PHARMACY CHASE 15.409 FD 1 W/ I L2 ,, i I I FD1 TRAP +.. WCO WC4 W/PRIMER 9 PRIMER ;:: (TYP. OF 2) 3"SS 9 - L2 P2 7 S i L. P2 S ff J1::_r r f l WCO 4,0 SS 15.429 NTS PHAR 1 /4" = 1'-0 —REF 1-MP1 FOR CONTINUATION .E i I � i H AND CW SUPPLY I I HEAT TRAP DOWN i REF. PLANS I TO MIDPOINT OF i BALL VALVE HEATER TANK �,._ ,��� I -I TYP TYP OF 2 WATER HEATER HIGH IMPACT PLASTIC DRAIN PAN BY FLOOR CONTRACTOR SIMILAR TO PLUMBEST J36-018 PIPE FULL SIZE WITH AIR GAP UNION DIELECTRIC TYP 1T�ER H�E ATER BELOW COUNTER 5 NTT S 10.02.02 BGWRMP04 �1 PHARMACY MECHANICAL PLAN PLUMBING KEYNOTES 15.408 ROUTE WATER HEATER T&P DISCHARGE TO FLOOR DRAIN WITH AHJ APPROVED AIR GAP. 15.409 FRESH WATER SYSTEMS, INC. PHARMATE WATER FILTRATION SYSTEM MOUNT TOP OF WATER DISPENSING UNIT AT 66" AFF WITH CENTERLINE 6" FROM CORNER OF WALL. MOUNT FILTERS AND TANK UNDER COUNTER PER PLUMBING DETAIL AND MANUFACTURER'S SPECIFICATIONS. 15.410 FRESH WATER SYSTEMS, INC. PHARMATE RXSQC381 WATER FILTRATION SYSTEM, WITH TANK AND WATER DISPENSER. FURNISHED AND INSTALLED BY CONTRACTOR. CONTACT FRESH WATER SYSTEMS, INC. AT 800- 464-8275, DIAL 2 FOR PHARMACY SUPPORT FOLLOWED BY 1 FOR SERVICE. 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. NATURAL GAS PIPING NOTES 1. CONTRACTOR SHALL COORDINATE ALL DETAILS OF THE GAS PIPING SYSTEM WITH THE LOCAL GAS COMPANY. THIS INCLUDES, BUT IS NOT LIMITED TO, THE LOCATION OF THE GAS METER, GAS PRESSURE REQUIREMENTS, RELOCATION AND/OR UPSIZING OF EXISTING SERVICE PIPING IF REQUIRED. CONTRACTOR SHALL PAY ALL COSTS REQUIRED BY GAS COMPANY. CONTACT GAS COMPANY FOR SIZE AND TYPE OF PIPING AND VALVES REQUIRED FOR CONNECTION TO METER. GAS METER AND SERVICE REGULATOR TO BE PROVIDED BY UTILITY COMPANY. VERIFY CORRECT GAS PRESSURE DOWNSTREAM OF SERVICE REGULATOR AFTER GAS UTILITY COMPLETES INSTALLATION. THE NATURAL GAS DEMAND SHOWN IN MBH IS BASED ON A HEATING VALUE OF 1000 BTU (1 MBH) PER CUBIC FOOT, A SPECIFIC GRAVITY OF 0.6, AND ON PRIMARY EQUIPMENT SPECIFICATIONS IN SCHEDULES. GAS PIPING SIZES SHALL BE AS NOTED ON PLANS. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING UP TO AND INCLUDING THE REGULATOR AND FINAL CONNECTION TO THE EQUIPMENT. REFERENCE MECHANICAL SHEETS FOR ALL PIPE CONNECTIONS AND ROUTING. REMOVE UNUSED GAS PIPING AND PAINT NEW AND EXISTING PIPING YELLOW PER SPECIFICATIONS. 3. PROVIDE NEW GAS PIPING FOR NEW EQUIPMENT SIZED AS INDICATED FOR 0.5 IN. WC PRESSURE DROP AND 5 PSIG UPSTREAM OF EQUIPMENT REGULATOR. CONNECT AT EXISTING GAS METER OR GAS PIPING OF EQUAL OR LARGER SIZE, AND PROVIDE PRESSURE REGULATOR (SET TO EQUIPMENT DELIVERY PRESSURE), VALVES, AND ACCESSORIES PER THE SPECIFICATIONS & LOCAL CODES. 4. GAS AND CONDENSATE PIPING SHALL BE MINIMUM 5'-0" CLEAR FOR ROOF TOP EQUIPMENT MAINTENANCE ACCESS. 5. PROVIDE START-UP ASSISTANCE FOR ALL GAS—FIRED EQUIPMENT INCLUDING BUT NOT LIMITED TO ROOFTOP UNITS, RADIANT HEATERS, UNIT HEATERS, AND COOKING EQUIPMENT. COORDINATE ADJUSTMENT OF REGULATORS WITH SET—UP PERSONNEL TO ENSURE CORRECT GAS FLOW PRESSURES FOR PROPER OPERATION OF ALL EQUIPMENT. GAS COMPANY CONTACT; GAS COMPANY — FLORIDA PUBLIC UTILITIES CONTACT NAME — N/A PHONE NUMBER — (386) 668-2600 EXISTING GAS LOAD = 2980 MBH NEW GAS LOAD = 3105 MBH .,vUivn i invv Fll'4ML OlUa. UUN IMAL, I.UK Jt1HLL P\IVUWLLUUt uut5 NUI KELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W c Qo D 96-*aaazzwe �z W Jr Q$o�vr zNz a �{-(�\0 p�wVVI6UC�j <"'B 'nma 55=lwioqw LL ' zNrn-" 'M_w om mogomw ww-'�-ate z aiiaow�`$o�gw Q wwww}m�" 4m1cwoo-��'oz Q �zggsoaLzao�z wo w a mZ40'wFWwwo Kw N Ny�yZ���o��� �nHoSJ Qcn<ww CHECKED BY: KLS >oa,- co a w A O D z"o F, PROTO CYCLE: tn d _cam o0 I 02--06-09 d O m w 0 o w v' O U ��i� o fes- zLe mN N I-Qp C j� JM J_0 �cnaU- z a a 0 I C CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: 0 � W DOCUMENT DATE: 02--06-09 w a a 0 V I C Z CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02--06-09 PHARMACY MECHANICAL PLANS SHEET: MPH1 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING NOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT-OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. 15.436 REPLACE SINK AND ASSOCIATED TRIM,INCLUDING THE FAUCET, TAILPIECE, P -TRAP, SUPPLY LINES, AND SHUTOFF VALVES. CONTACT RAG ETR 200 CFM r l� 1/400 = 19-011 c � Li Sr� iE o ooh W E!Zgzw aFxzOW�N� ��¢o�WZuiac~icr cmi Wc5), T � Z aroazw�0-6 _mw W7 O Z'U t��W UO2-2 F_ c�nW I-am��zo° CZ2< JZNOold_-d LiWa6NFao3 �Z.Cj�W�µwL11 p � OO25070 W �S=� F OWE HO 9,55c>��F N ��4. y0Jli 61W/16 OC w Q� KLS >OO r-- o0 a w A 0 0 M UQo PROTO CYCLE: � I 02-06-09 ti o z 0 o, m o to i1 CD w O0 Fes- Z m cv y ., z 6 t2(nd Lc,' It Ld o O O0' I-__ cv) U p � til CD ETR w PROVIDE ADDITIONAL DUCTWORK FOR 0 ---" 300 CFM THE RELOCATION OF EXISTING GRILLES I i \ ., PRETEST AND DIFFUSERS AS REQUIRED FOR - _ I I i y TS � R 8 NEW CEILING LAYOUT. - . 3 TQN y I t � t"E.TR RELOCATED RAG EAG CD ETR 8„ 200 CFM 200 CD ETR RELOCATED CD ETR-- 400 CFM � I 300 CFM - _ ;REPLACEEF-3 N ROOF5.701 CD ETR 300 CFM CD ETR',,' \ 1 200 CFM _. N 71i CONTACT RAG ETR 200 CFM r l� 1/400 = 19-011 c � Li Sr� iE o ooh W E!Zgzw aFxzOW�N� ��¢o�WZuiac~icr cmi Wc5), T � Z aroazw�0-6 _mw W7 O Z'U t��W UO2-2 F_ c�nW I-am��zo° CZ2< JZNOold_-d LiWa6NFao3 �Z.Cj�W�µwL11 p � OO25070 W �S=� F OWE HO 9,55c>��F N ��4. y0Jli 61W/16 OC w Q� ISSUE BLOCK CHECKED BY: KLS >OO r-- o0 a w A 0 0 M UQo PROTO CYCLE: � I 02-06-09 ti o z 0 o, m o to i1 CD w O0 Fes- Z m cv y ., z 6 t2(nd Lc,' z Ld o O O0' I-__ cv) U p � ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: � 4 cm 02-06-09 z CD p o ., z � Ld o O O0' I-__ cv) co o p � � w z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 VISION CENTER MECHANICAL PLANS SHEET: mvcl BLOWER AND DUCT CONNECTOR IN VERTICAL DISCHARGE POSITION FIELD FABRICATED CEILING MOUNTED FIELD ADJUSTABLE FRAME WITH WOOD 2"X4" AND EXHAUST FAN .FACTORY MOUNTING L—BRACKETS TABS PLYWOOD CEILING 2"X6" FRAMING TYP 4 �1 CEILING EXHAUST FAN DETAIL, REF 4—MTVC1 4 =1 —U L PLAN OPTION— ci TEM F 3 1 /4pp=1'-0„ NEW S2 ROUTE 1/2" CW AND HW ABOVE CEILING TYP OF 2- 15.401 15.402 15.406 CONNECT TO—/ EXISTING VENT SYSTEM ABOVE CEILING, TYP OF 2 ROUTE 1 1/2" UP THRU WALL TO STRUCTURE. PROVIDE 2" LINE AT STRUCTURE WITH GRAVITY FLOW. TERMINATE WITH APPROVED AIR GAP AT NEAREST AVAILABLE SANITARY SEWER LINE. 'ORARY VISI 3/4" "� PUMP P2 MOUNTED UNDER COUNTER. ROUTE 1 1/2" VENT UP THRU WALL TO EXISTING VENT SYSTEM VERIFY LOCATION. 15.404 CENT CONTRACTOR TO VERIFY LAYOUT OPTIONS (1 OR 2) WITH THE WAL—MART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION LUM PLAN IV I • yr I v1 I 1 VI 1I -AN OPT_ GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT—OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.402 CONNECT TO EXISTING HOT WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT—OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.404 IF POSSIBLE, CONNECT TO EXISTING VENT PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. w o ~ OS 'o cn ls� o �, OSZ� Z) 2a re, oz N ZN6 ,oz WwV)QVV � ��oow O awNao �5NaQ Z doaowV0 mWL'w� O 3:W�'m�cwioaQZZ' � a%~�=ZNa �Z�w o0— U jP 00 POE�'ow:Wo5xwbl NN z Kyo ozffic> >F ISSUE BLOCK CHECKED BY: KLS DRAWN BY: >aar- co 00 192 PROTO CYCLE: o�o tor © C=3 ^ 02-06-09 O I I 0 o CE17� 5 c— o V) (%� w O CU v� F— O O Z O � m N ui Q � � ft-' O X J �� N d C.� V) Z • 0 0 U ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: J W © C=3 ^ 02-06-09 o r0 O0' O � � w z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 TEMPORARY VISION CENTER MECHANICAL PLANS SHEET: M TVC1 (01") FRONT GR I INSTALL FLEXIBLE CONNNECTIONS ON SUCTION AND DISCHARGE OF FAN u� COORDINATE FINAL LOCATION OF TRANSFER GRILLES WITH EXISTING LIGHTING AND SPRINKLER PENDANTS (TYP.) NEW TF -1 MOUNTED ABOVE CEILING WITH VIBRATION ISOLATORS e RY MECHANICAL PLAN GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. c w �o 0o, w �A§aar�pw� oN� Wvai> $a�wvrtV6 C) If oft! mmo�psl'lw -.�ZNX =��OJzwyRm a,vnao in w�JWN(a Z o`''ww� W U T+Um "w m00 0 Q zi'iSw�`�mwwUpp <Zz< <ZgwamVl000_. d �w�o�5cT3$�� N FO�rN�JIiQN4fKKQ1- KLS DRAWN BY: 0 O O 192 r Qao I, n cfl F © ©� 02-06-09 (/} 00 o o l I I� I� i I I u� COORDINATE FINAL LOCATION OF TRANSFER GRILLES WITH EXISTING LIGHTING AND SPRINKLER PENDANTS (TYP.) NEW TF -1 MOUNTED ABOVE CEILING WITH VIBRATION ISOLATORS e RY MECHANICAL PLAN GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. c w �o 0o, w �A§aar�pw� oN� Wvai> $a�wvrtV6 C) If oft! mmo�psl'lw -.�ZNX =��OJzwyRm a,vnao in w�JWN(a Z o`''ww� W U T+Um "w m00 0 Q zi'iSw�`�mwwUpp <Zz< <ZgwamVl000_. d �w�o�5cT3$�� N FO�rN�JIiQN4fKKQ1- ISSUE BLOCK CHECKED BY: KLS DRAWN BY: 0 O O 192 PROTO CYCLE: Qao I, n cfl F © ©� 02-06-09 (/} 00 o o l I W w W 0 O �E�M Z C H O rn is mU��i� 0 Q Z m N b3 J M :t- O LLJ ry 0 (n d. LL - V) Z O Loam U ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O O 192 PROTO CYCLE: O � © ©� 02-06-09 00 �N W w W Q O C'3 LLJ ry 0 O0' �Lno zi z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNB PROTON 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 FRONT GROCERY MECHANICAL PLANS SHEET: GM1 REF 1-GP1.1 FOR �" ern i L_' L_'. ABOVE CEILING SERVING PROOFER BEING REMOVED 15.405 KUU i iNU M I N txiZ�i iNU r A i UKt RUN BELOW THE WINDOW CUTOUT ROUGH -IN HEIGHTS. (TYP.) N 1/?5 = I -U GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.404 IF POSSIBLE, CONNECT TO EXISTING VENT PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. MATCH EXISTING FLOOR CONSTRUCTION AND FINISHES. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. 15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.425 NEW VENT THRU ROOF, VERIFY MINIMUM SIZE WITH AHJ. IF POSSIBLE, CONNECT TO AN EXISTING VENT THROUGH ROOF. VERIFY SIZE AND LOCATION. WHEN ALLOWED BY LOCAL AUTHORITIES USE AN ASSE APPROVED AIR ADMITTANCE VALVE EQUAL TO STUDOR. 15.426 WHERE NEW REFRIGERATED CASES ARE REPLACING EXISTING CASES AT SAME LOCATION, EXISTING FLOOR DRAINS MAY BE REUSED IN LIEU OF NEW CASE DRAINS SHOWN IF EXISTING DRAIN IS IN AN ADEQUATE AND REUSABLE LOCATION (VERIFY IN FIELD). 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. 15.431 REPLACE FAUCETS AND SPRAYERS WITH PARTS THAT ARE OF EQUAL QUALITY AND STANDARDS AS EXISTING. REFERENCE SPECIFICATIONS. 15.437 REPLACE FAUCET WITH PARTS THAT ARE OF EQUAL QUALITY AND STANDARDS AS EXISTING. REFERENCE SPECIFICATIONS. w a �- ��, m 6162 <z u-za LJ � �«mo o N zN� X 89�$z<§Z of QQBa�oaawv��Wco� O < W W CAW Q W J W O m W�Z�7� }. I— N x< c" 0.0gomw WW�- uiz Q�aoov°OWwg 3W�k'mov`''iU azooz < zchzo iz,�zW<oa< D<<0 W:3i-xwozw< wz<D WHMO 0OSy'--pwwKFw$w 58 N �wwxiE �oogL'z<mw<Qcma, mu CHECKED BY: KLS DRAWN BY: >o0.- 0 O D 192 PROTO CYCLE: MLO © ©� 02-06-09 c .2 on I z Q 0 O ._ S.o^dam 0 o 5 ooLOLo cf)W cC-? ~ © cf 0 0 M _ + rncna U) IV0 a� 0 U mu CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: 0 © ©� 02-06-09 49% ~' z Q 0 0 0 © cf CD c z a� 0 mu CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: GP1 PLUMBING WORK: INSTALL LOAD OUT STATION PUMP -OUT PIPING THROUGH FULL PORT BALL VALVE IN RISER--\ EXTERIOR WALL PER THE MANUFACTURER'S INSTRUCTIONS. �2" EVACUA' FIELD LOCATE PUMP -OUT FITTING ON THE OUTSIDE WALL AND COORDINATE THE LOCATION WITH INSTAL STORE MANAGER AND/0R WAL-MART CONNED CONSTRUCTION MANAGER. -IC-- COMPA WHERE 4» 3; 4" VENT WHR P2.1 - - NOTE: CONTRACTOR TO DISCONNECT AND PALLETIZE EXISTING WASTE OIL TANK AND EQUIPMENT. WAL-MART CONSTRUCTION MANAGER TO CONTACT USED ASSETS FOR TANK REMOVAL. PH 479-277-2963 DO NOT { SUPPORT VENT PIPING FROM TANK NOTE: CONTRACTOR TO COORDINATE FINAL LOCATION WITH T STORE MANAGER AND/PR WAL-MART CONSTRUCTION MANAGER. WAST 1/400 = 1'-O" ING OIL TI r rso IVING 'LY OFF TO GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.403 CONNECT TO EXISTING SANITARY PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE, LOCATION, ELEVATION, AND FLOW DIRECTION AT SITE. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. MATCH EXISTING FLOOR CONSTRUCTION AND FINISHES. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. 15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.426 WHERE NEW REFRIGERATED CASES ARE REPLACING EXISTING CASES AT SAME LOCATION, EXISTING FLOOR DRAINS MAY BE REUSED IN LIEU OF NEW CASE DRAINS SHOWN IF EXISTING DRAIN IS IN AN ADEQUATE AND REUSABLE LOCATION (VERIFY IN FIELD). 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. 15.431 REPLACE FAUCETS AND SPRAYERS WITH PARTS THAT ARE OF EQUAL QUALITY AND STANDARDS AS EXISTING. REFERENCE SPECIFICATIONS. 15.435 SET TOP OF DRAIN ELEVATION AT 99.95'. COORDINATE LOCATION WITH FLOOR SLOPE. REFER TO ARCHITECTURAL DRAWINGS. GR OCERYPLUMBINGPLAN EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. L C �} �o (nIS eo wz� waa�e�vwi �o0 wowo Lg a ��vu5' will oow O�Xww8)�zya� Z awao�oo�oww� F- ZN a�052oaa60 �a w�� ao3 IL wzgDrii5F=wwwwc�&w 0o cnoV" wm�5�o 0� ��o�c�n F Lf) ��'��ogpzMlljwa° >oo �- o��00 CSF (/) o o ��d't V O � o 't d- ISSUE BLOCK CHECKED BY: KLS =3a°'i _O C C n � =�0 r 192 PROTO CYCLE: V ^ I W Lr) U...i�✓ 0 U) O Z m N Gj c5 o D �NILLL_ N O 0 U ISSUE BLOCK CHECKED BY: KLS DRAWN BY- a w A 00 192 PROTO CYCLE: 0 w w D cm 02-06-09 O c5 h--� CD N O O Lij O0 a ' O � � w z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY- KD PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 REAR GROCERY PLUMBING PLANS SHEET: GP1 .1 �1 REAR LTA -12 LTA -12 RMZC30 m MT - C 1 031MB (RELOCATE) F R ON 1 1/8" ! 1'-0" EQUIPMENT DEMOLITION NOTES 1. IMMEDIATE SALVAGE/LEGAL DISPOSAL OF ALL DECOMMISSIONED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE DISCRETION OF THE MECHANICAL SERVICES CONSTRUCTION MANAGER WAL-MART SHALL RETAIN THE OPTION TO OCCASIONALLY SALVAGE EMS EQUIPMENT, VARIABLE FREQUENCY DRIVE ITEMS, COMPRESSORS, ETC., FROM REFRIGERATION EQUIPMENT TO BE REPLACED DURING THE REMODEL PROJECTS. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SERVICES CONSTRUCTION MANAGER ALL ITEMS TO BE RETAINED BY WAL-MART PRIOR TO REMOVAL OF THE EQUIPMENT SHOWN ON THE DEMOLITION PLANS. ALL REMOVED ITEMS NOT ALLOCATED FOR WAL-MART WILL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY REMOVE FROM THE JOB SITE AND ARRANGE DISPOSAL IN ACCORDANCE WITH LOCAL CODES. 2. RECLAIMED REFRIGERANT WILL REMAIN IN THE POSSESSION OF WAL-MART STORES, INC. ON APPLICABLE PROJECTS INVOLVING GAS CONVERSION. THE CONTRACTOR SHALL ASSIST WAL-MART IN THE SCHEDULING OF APPROPRIATE CYLINDERS FOR THE COLLECTION OF REFRIGERANTS, WHICH WAL-MART WILL PROCESS THROUGH THEIR VENDOR RECLAMATION PROGRAM, OR USE IN OTHER WAL-MART EQUIPMENT, AT THE DISCRETION OF THE MECHANICAL SERVICE CONSTRUCTION MANAGER. THE CONTRACTOR AND WAL-MART CONSTRUCTION MANAGER MUST RECORD THE USAGE OR DECOMMISSIONING OF THE REFRIGERANT IN THE VERISAE REFRIGERANT TRACKING SYSTEM. UAKtrULLr UUUNDINAIE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W p F- Q 8 IsT ' LLI 2-K �1-tJ/r\O�pJ Wv(n QUV 0 QOo mwmWsaW LO 1 zN=� XaJzr-im wwiz a z Q�aoWWO9,— wU.W� CE oz c2�F Qaa�Z0 <6za i WWRCL6wUaW3 D F�VfUOQN �Nli OOowww Z�V�OWYW ONOwu WW OO� A 0:m< KLS DRAWN BY: 04 C> 0 0 O 192 I-PROTO CYCLE: ao DOCUMENT DATE: 02-06-09 co 61, (� : v O � z w 140 N p'od d -o , c2r7ri V) uja O c� .�� 0 F- O o z O � mN N Q J0' F R ON 1 1/8" ! 1'-0" EQUIPMENT DEMOLITION NOTES 1. IMMEDIATE SALVAGE/LEGAL DISPOSAL OF ALL DECOMMISSIONED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE DISCRETION OF THE MECHANICAL SERVICES CONSTRUCTION MANAGER WAL-MART SHALL RETAIN THE OPTION TO OCCASIONALLY SALVAGE EMS EQUIPMENT, VARIABLE FREQUENCY DRIVE ITEMS, COMPRESSORS, ETC., FROM REFRIGERATION EQUIPMENT TO BE REPLACED DURING THE REMODEL PROJECTS. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SERVICES CONSTRUCTION MANAGER ALL ITEMS TO BE RETAINED BY WAL-MART PRIOR TO REMOVAL OF THE EQUIPMENT SHOWN ON THE DEMOLITION PLANS. ALL REMOVED ITEMS NOT ALLOCATED FOR WAL-MART WILL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY REMOVE FROM THE JOB SITE AND ARRANGE DISPOSAL IN ACCORDANCE WITH LOCAL CODES. 2. RECLAIMED REFRIGERANT WILL REMAIN IN THE POSSESSION OF WAL-MART STORES, INC. ON APPLICABLE PROJECTS INVOLVING GAS CONVERSION. THE CONTRACTOR SHALL ASSIST WAL-MART IN THE SCHEDULING OF APPROPRIATE CYLINDERS FOR THE COLLECTION OF REFRIGERANTS, WHICH WAL-MART WILL PROCESS THROUGH THEIR VENDOR RECLAMATION PROGRAM, OR USE IN OTHER WAL-MART EQUIPMENT, AT THE DISCRETION OF THE MECHANICAL SERVICE CONSTRUCTION MANAGER. THE CONTRACTOR AND WAL-MART CONSTRUCTION MANAGER MUST RECORD THE USAGE OR DECOMMISSIONING OF THE REFRIGERANT IN THE VERISAE REFRIGERANT TRACKING SYSTEM. UAKtrULLr UUUNDINAIE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W p F- Q 8 IsT ' LLI 2-K �1-tJ/r\O�pJ Wv(n QUV 0 QOo mwmWsaW LO 1 zN=� XaJzr-im wwiz a z Q�aoWWO9,— wU.W� CE oz c2�F Qaa�Z0 <6za i WWRCL6wUaW3 D F�VfUOQN �Nli OOowww Z�V�OWYW ONOwu WW OO� A 0:m< CHECKED BY: KLS DRAWN BY: 04 C> 0 0 O 192 I-PROTO CYCLE: ao DOCUMENT DATE: 02-06-09 co (� : v O � z w 140 N p'od d -o , c2r7ri V) uja O c� .�� 0 F- O o z O � mN N Q J0' oa>� O x Z �(nQ- L- N Z r O U CHECKED BY: KLS DRAWN BY: a w A 0 O 192 I-PROTO CYCLE: O w W a DOCUMENT DATE: 02-06-09 n r O � z w N o W 0 O O co O � CQ PQ z as 0 ti CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 I-PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 (`LREAR GROCERY RIFRIGERATION DEMO PLAN COMPRESSOR HOUSE #2 EQUIPMENT DEMOLITION NOTES 1. IMMEDIATE SALVAGE/LEGAL DISPOSAL OF ALL DECOMMISSIONED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE DISCRETION OF THE MECHANICAL SERVICES CONSTRUCTION MANAGER WAL-MART SHALL RETAIN THE OPTION TO OCCASIONALLY SALVAGE EMS EQUIPMENT, VARIABLE FREQUENCY DRIVE ITEMS, COMPRESSORS, ETC., FROM REFRIGERATION EQUIPMENT TO BE REPLACED DURING THE REMODEL PROJECTS. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SERVICES CONSTRUCTION MANAGER ALL ITEMS TO BE RETAINED BY WAL-MART PRIOR TO REMOVAL OF THE EQUIPMENT SHOWN ON THE DEMOLITION PLANS. ALL REMOVED ITEMS NOT ALLOCATED FOR WAL-MART WILL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY REMOVE FROM THE JOB SITE AND ARRANGE DISPOSAL IN ACCORDANCE WITH LOCAL CODES. 2. RECLAIMED REFRIGERANT WILL REMAIN IN THE POSSESSION OF WAL-MART STORES, INC. ON APPLICABLE PROJECTS INVOLVING GAS CONVERSION. THE CONTRACTOR SHALL ASSIST WAL-MART IN THE SCHEDULING OF APPROPRIATE CYLINDERS FOR THE COLLECTION OF REFRIGERANTS, WHICH WAL-MART WILL PROCESS THROUGH THEIR VENDOR RECLAMATION PROGRAM, OR USE IN OTHER WAL-MART EQUIPMENT, AT THE DISCRETION OF THE MECHANICAL SERVICE CONSTRUCTION MANAGER. THE CONTRACTOR AND WAL-MART CONSTRUCTION MANAGER MUST RECORD THE USAGE OR DECOMMISSIONING OF THE REFRIGERANT IN THE VERISAE REFRIGERANT TRACKING SYSTEM. I— Ll.j op W �z LL ZaC i<'Zio�y iNN � 09>-8z<< ppp d'pJWwVfQU(pj � aWaW�$Nprng���o� OT~Z'-4m�J% REFRIGERATION LINES WHICH RUN BEHIND REFRIGERATED 6 CASES TO BE MOUNTED ON GR2 UNISTRUT BOLTED TO THE FLOOR —\ A A l LTA -12 RMZC30-4 (RELOCATED) 15.607 TT YP �1 FRONT GRO 1/80, = 1'-0" 12'—FW (NEW) FWE (NEW) IJ.VV.7 _TB -6 FWE / A 1 CIA/\ 15.60 LTA -4 RL -2 (NEW) ERY REFRIGERATION PLP wo REFRIGERATION KEYNOTES 15.600 REFRIGERATION LINES IN PVC PIPE BELOW FLOOR. PVC PIPE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 15.601 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS AT 1" PER 20' OF RUN. LOCATE HIGHEST POINT OF REFRIGERATION LINES JUST BELOW BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT LINES ON 1-5/8" x 1- 5/8" UNISTRUT CHANNELS ON MAXIMUM OF 10 FOOT CENTERS. 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, PROVIDE A SUCTION LINE TRAP AT THE BASE OF THE RISER. 15.607 SEE REFRIGERATION SCHEDULE FOR EVAPORATOR TYPES, SIZES, AND CAPACITIES; CONTROL METHOD; AND ALL REFRIGERATION PIPING SIZES, ETC. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE DRAIN CONNECTION SAME SIZE AS CASE OUTLET, AND END OVER FLOOR DRAIN W/AIR GAP; PITCH DRAINS 1" PER 10'. 15.610 PROVIDE 0.20" PVC JACKET ON ALL REFRIGERATION LINES EXTERIOR TO BUILDING. 15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP IN WALL OR VOID SPACE. INTERMEDIATE TRAP SHOULD BE PLACED AT THE MIDPOINT OF THE SUCTION LINE RISER. 15.614 THE CONTRACTOR SHALL UTILIZE EXISTING EXTERIOR WALL OPENING AS INDICATED WHEN POSSIBLE. IF LARGER OPENING IS REQUIRED THE CONTRACTOR SHALL REINFORCE THE WALL AS NECESSARY, CUT THE WALL FOR THE REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN HOOD. THE CONTRACTOR SHALL SEAL THE WALL OPENING WITH FOAM AS SOON AS THE PIPING THROUGH THE WALL OPENING IS COMPLETE. i REFRIGERATION NOTES 1. PLAN INDICATES GENERAL ROUTING OF REFRIGERANT LINES, WITH A SINGLE LINE SHOWN INDICATING BOTH SUCTION AND LIQUID LINE ROUTING FOR EACH SYSTEM. 2. REFRIGERATION SYSTEM INSTALLATION SHALL BE IN COMPLETE CONFORMANCE WITH SPECIFICATIONS, AND WITH ALL REQUIREMENTS OF REFRIGERATION EQUIPMENT MANUFACTURER. 3. REFRIGERATION DRAWINGS ARE PROVIDED AS AN AID TO BIDDERS AND TO INDICATE DESIRED ROUTING OF REFRIGERATION LINES; CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CORRECT INSTALLATION OF PIPING AND ACCESSORIES TO PROVIDE A COMPLETE AND FULLY OPERATING SYSTEM. 4. PROVIDE 1/2" ARMAFLEX PIPE INSULATION ON ALL LIQUID LINES. PROVIDE 1" ARMAFLEX PIPE INSULATION ON MEDIUM TEMP. SUCTION LINES. PROVIDE 1" ARMAFLEX INSULATION ON LOW TEMP. SUCTION LINES. 5. REFRIGERATION CONTRACTOR SHALL COORDINATE REFRIGERATION DEMOLITION ISSUES WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR REFRIGERATION EQUIPMENT DEMOLITION AND COOLER REPAIR AND REMODELING. (RE: D1 AND Al). 6. REFRIGERATION SYSTEM SHALL REMAIN OPERATIONAL DURING REMODELING. REFRIGERATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE NEW COMPRESSOR HOUSE WITH THE WAL-MART CONSTRUCTION MANAGER. DURING THE PHASING OF OLD TO NEW SYSTEMS, BOTH NEW AND OLD REFRIGERATION SYSTEMS MAY BE REQUIRED TO OPERATE AT THE SAME TIME FOR A SHORT PERIOD. 7. WHERE NEW REFRIGERATED EQUIPMENT IS INDICATED ON THE DRAWINGS, PROVIDE DEMOLITION, REMOVAL, AND TEMPORARY STORAGE OF OLD EQUIPMENT PER WAL- MART REFRIGERATION CONSTRUCTION MANAGER'S INSTRUCTIONS, AND REFRIGERATION DEMO NOTES ON D1 AND Al). 8. PROPERLY PUMP DOWN AND RECYCLE REFRIGERANT IN EXISTING REFRIGERATION COMPRESSOR SYSTEMS TO BE REMOVED. 9. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATION EQUIPMENT (RACKS, EVAPORATORS, CONDENSING UNITS, CONDENSERS, AND CASES) WITH WAL-MART MECHANICAL SERVICES AND CONSTRUCTION MANAGER. 10. REFRIGERATION CONTRACTOR SHALL REMOVE COPPER LINES, EVAPORATORS, AND CONDENSATE LINES FROM COOLERS/ FREEZERS BEING REMOVED FROM SITE. COORDINATE WITH KYSOR PANEL SYSTEMS FOR TIME LINE OF REPLACEMENT. REFERENCE SPECIFICATION FOR CONTACT INFORMATION. 11. KYSOR PANEL SYSTEMS SHALL PROPERLY PREPARE ALL COOLER/FREEZER PANELS, GLASS DOORS, SLIDER OR SWING DOORS, PALLETIZE, AND PREPARE THE EQUIPMENT TO SHIP OFF SITE. 12. CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR THE REMOVAL OF SPRINKLERS FOR ALL REMOVED COOLER/FREEZER BOXES. 13. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES ELECTRICAL WIRING DEVICES. 14. CONTRACTOR SHALL COORDINATE WITH EMS CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES EMS WIRING AND DEVICES. 15. EMS WORK WILL BE DONE UNDER SEPARATE CONTRACT. DO NOT INCLUDE ANY EMS WORK IN REFRIGERATION BID. 16. AT MECHANICAL SERVICES CONSTRUCTION MANAGER'S OPTION, EXISTING REFRIGERATION PIPING MAY BE RE -USED. RE: REFRIGERATION LEGENDS FOR PIPE SIZE REQUIREMENTS. wa'8r cn ,9�~o ¢C, PZ W �Zaao�y zN� � Wr-v'S�o�v�waiac~i� a¢08'0N0 ��W. Ontroow 0 ave -iia W0 JzN°-4 Z N U Z V O ti W W ¢tea oLLI 'Szoa n '% a ya, Q zG~4j 6 aZ 0¢ F¢ G3 KZr�j� n-<tZ_nZoFaWaW;VaTQ�W °p5mF,4F °I-- ISSUE BLOCK CHECKED BY: KLS DRAWN BY: C14 C) o O D 192 PROTO CYCLE: cV 00 U'3 © ©� 02-06-09 F, 2 O O w d - Q O I c Z S,P oU�� V)w � o 0 � 00 I � o O � C\2 Z w m o �; J , On ° x z • r+) t O � U) t, V 0 v ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: 0 � w © ©� 02-06-09 O O w O Z w � � o 0 � C� ~ cf) I � o O � C\2 w z GA 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 FRONT GROCERY REFRIGERATION PLANS SHEET: GR1 n REAR GROCERY RIFRIGERATION PLAN COMPRESSOR HOUSE #2 REFRIGERATION NOTES REFER TO SHEET GR1 FOR REFRIGERATION NOTES PERTAINING TO THIS SHEET. REFRIGERATION KEYNOTES 15.601 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS AT 1" PER 20' OF RUN. LOCATE HIGHEST POINT OF REFRIGERATION LINES JUST BELOW BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT LINES ON 1-5/8" x 1- 5/8" UNISTRUT CHANNELS ON MAXIMUM OF 10 FOOT CENTERS. 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, PROVIDE A SUCTION LINE TRAP AT THE BASE OF THE RISER. 15.604 PROVIDE AIRTIGHT SEAL AROUND ALL PIPING AND BOLT PENETRATIONS THROUGH COOLER/FREEZER BOX WALLS OR CEILINGS. 15.605 SUPPORT EVAPORATORS WITH BOLTS THROUGH ROOF TO 1-5/8" X 1-5/8" x 10' LONG 14 GA. GALVANIZED UNISTRUT SPANNING THREE ROOF PANELS. PROVIDE DOUBLE NUTS ON EACH BOLT. 15.606 CONDENSATE DRAIN; PITCH DRAIN LINES DOWN APPROXIMATELY 1" PER 10' TOWARD DRAIN. PROVIDE COPPER PIPING WITH ELECTRIC HEAT TAPE AND INSULATION ON ALL CONDENSATE LINES EXPOSED TO FREEZING TEMPERATURES. 15.607 SEE REFRIGERATION SCHEDULE FOR EVAPORATOR TYPES, SIZES, AND CAPACITIES; CONTROL METHOD; AND ALL REFRIGERATION PIPING SIZES, ETC. 15.608 END CONDENSATE LINE OVER FLOOR DRAIN W/AIR GAP. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE DRAIN CONNECTION SAME SIZE AS CASE OUTLET, AND END OVER FLOOR DRAIN W/AIR GAP; PITCH DRAINS 1" PER 10'. 15.610 PROVIDE 0.20" PVC JACKET ON ALL REFRIGERATION LINES EXTERIOR TO BUILDING. 15.614 THE CONTRACTOR SHALL UTILIZE EXISTING EXTERIOR WALL OPENING AS INDICATED WHEN POSSIBLE. IF LARGER OPENING IS REQUIRED THE CONTRACTOR SHALL REINFORCE THE WALL AS NECESSARY, CUT THE WALL FOR THE REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN HOOD. THE CONTRACTOR SHALL SEAL THE WALL OPENING WITH FOAM AS SOON AS THE PIPING THROUGH THE WALL OPENING IS COMPLETE. w c �- oo>- a w o�ti ZN� OfW�$oa�Jti� 3e�o l O aa���am�Woom L� �vffiw"i(� ' vmmi�y�ww'-'ZO �- Z to VO 2 U -V 6 oE5 Ww g. 3Uga��W wzaoF-z Q z�zaal�z'aa0 *<,L, ''-mm�aiao�UWZLOS � pc) zwCE W F 0, LOS yyw Nz``'f-�o�tzi(LD F- MN�5I�QNQw wQp.. mm CHECKED BY: KLS DRAWN BY: >o0 N O pp r- O D 192 PROTO CYCLE: OcLr)DF, h © ©� 02-06-09 cn � 2 C> 0 O o z w c� � •� c �M pj 0ID 0 F- Q © 0§ z � c mN N so -ifi .- LL v) d V z 0 U 0 mm CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: O � a © ©� 02-06-09 00 ~ J O o z w c� Ld Q © O O� � � c 0 mm CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 REAR GROCERY REFRIGERATION PLANS SHEET: GR1,1 REFRIGERATION KEYNOTES 15.601 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS AT 1" PER 20' OF RUN. LOCATE HIGHEST POINT OF REFRIGERATION LINES JUST BELOW BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.604 PROVIDE AIRTIGHT SEAL AROUND ALL PIPING AND BOLT PENETRATIONS THROUGH COOLER/FREEZER BOX WALLS OR CEILINGS. 15.605 SUPPORT EVAPORATORS WITH BOLTS vwi gi.- c� Uo< THROUGH ROOF TO 1-5/8" X 1-5/8 x w U. <zo N zw 10' LONG 14 GA. GALVANIZED �oa��cnw '~S F-p �$' UNISTRUT SPANNING THREE ROOFWSoa���w ogm, mm!9 PANELS. PROVIDE DOUBLE NUTS ON r EACH BOLT. z rn0oz�`����a'w�W� O Ro o� NW�zoo�Z 15.606 CONDENSATE DRAIN; PITCH DRAIN ~ lz'%,z`'<`' z�zoa zoa �� Q z°uSoo�at�iwao Laos LINES DOWN APPROXIMATELY 1 PER Qa0 W�~�� opp 10' TOWARD DRAIN. PROVIDE COPPER cnoDoN �- poavo�io roc 0 OUF PIPING WITH ELECTRIC HEAT TAPE NN z��o AND INSULATION ON ALL CONDENSATE L LINES EXPOSED TO FREEZING TEMPERATURES. a�No 15.608 END CONDENSATE LINE OVER FLOOR o cn 0 0 DRAIN W/AIR GAP. C - c •`gM r7 vi d CD w cy�� ! H O a O Z mN N J m +' Cn L� N Z O SLOPE 9 0 S 15.601 L a 15.604X15.605 PROCEDURE FOR PATCHING HOLES: o 15.604 1. ATTACH 26 GAUGE GALVANIZED SHEET METAL TRIM TOP OF BOX TO BOTTOM OF HOLE AND PARTIALLY TRIM TOP OF O 0 HOLE LEAVING 1" GAP AT TOP FOR EXPANDING FOAM DIMENSION EQUAL SEALANT FILL, CCS cm REFRIGERATED CASES TO COIL WIDTH 2. FILL OPENING WITH EXPANDING FOAM SEALANT, w ELECTRICAL CONDUITS (MINIMUM) LET EXPAND AND CURE AND TRIM EXCESS FOAM 0 O rrv� z MOUNTED ON UNISTRUT DO NOT ATTACH ol FROM FILL OPENING. w w 3. SEAL ALL EDGES AND EXPANDING FOAM SEALANT UNISTRUT TO CASE EVAP BOX WALL OPENING WITH SILICONE SEALANT. FAN/ SEAL FILL OPENING COIL SHORT RADIUS TRAP UNIT SHALL BE ONE—PIECE WITH SILICONE O CONSTRUCTION. HOLD AS HIGH AS POSSIBLE EXPANDING FOAM ' DRAIN PAN SEALANT (TYP) Ll-I SCHRADER VALVE c UNION 3/4" PVC 0 ao 3/4" COPPER DRAIN LINE PVC DRAIN TRAP O u� (W/HEAT TAPE & INSULATION OUTSIDE ATTACH PATCH WITH #8 X 3/4 HEX r SEAL PATCH WITH (� IN FREEZER BOXES) HEAD SELF TAPPING SCREWS (TYP) —/ SILICONE (TYP) FREEZER/COOLER BOX CEILING OR WALL w PATCH HOLE WITH 26 GAUGE REFRIGERATION SUCTION LINES SPACED BOLTS TO FLOOR ONLY 15.604 15.606 15.608 GALVANIZED SHEET METAL TRIM -� (TOP AND BOTTOM) 8" OC MOUNTED ON UNISTRUT TYP AIR BREAK Z 3/4 COPPER TO 3/4 PVC pq CONNECTION OUTSIDE OF WALL 2' PVC DRAIN HEADER LINE RACKING BEHIND COOILERZFREEZER BOX. PENETRATION PLUG ISSUE BLOCKREFRIGERATED BOXES EVAPORATOR FANZCOIL UNIT 4 NTS 06/01/07 HMR10 6 NTS 06.29.01 MRO! 5 NTS 06/01/07 HMR02 ° ° i LJ ° CHECKED BY: KLS SUCTION LINE DRAWN BY: LNB (TYPICAL) PROTO: 192 ° LIQUID LINE PROTO CYCLE: 01-09-09 ° (TYPICAL) DOCUMENT DATE: 02-06-09 REFRIGERANT SUCTION LINES SPACED 8" O.C. MOUNTED ON UNISTRUT (TYPICAL) UNISTRUT MOUNTED TO PIPE CHASE I I I I I I f STUDS I I I I I I I I I I I I I I I I I I I f I ! TOP BEAM TOP CHORD OF JOIST 3" CLAMP TYP MAX ROOF PIPE CHASE O O I I I I I UNISTRUT MOUNTING FOR THREADED ROD I I I I REFRIGERATI❑N LINES TYP I i i INTERMEDIATE SUCTION AND ELECTRICAL LINE TRAP (PLACE TRAP CONDUITS. DO NOT AT MIDPOINT OF RISER) ° MOUNT UNISTRUT TO BACK OF CASES. BOLT ° TO FLOOR ONLY, II LOADS MUST BE NYLON WIRE TIE (PAN DUIT SCHEDULE 40 PVC PIPE ELEVATION HUNG WITHIN 3 #BT4LH-1 OR EQUIVALENT) AT EACH NYLON WIRE TIE, OF PANEL POINTS (TYPICAL) APPROX 10" LONG (INNER MOUNT REFRIGERATI❑N LINES DIAMETER OF PVC PIPE ON UNISTRUT @ 8 ❑. C. BOTTOM OF APPROX. SAME AS OD OF PVC JACKET FOR ALL INSULATION REFRIGERATION LINES EXTERIOR TO STRUCTURE '' ` ,, ,, ) GUSH-A-CLAMP FIRMLY BUILDING TYP CLAMPED TO PIPE SUCTION LINE LIQUID LINE TYP PIPING INSULATION„—BOLT UNISTRUT FRAME TO O(BEYOND) FLOOR ONLY @ 10' ❑. C. PIPING INSULATION PIPING INSULATION REFRIGERATED CASE (TYPICAL) 1 5/8"x1 5/8" GALVANIZED TBOLT IGHT OO UNISTRUT P-1000, 10'-0” TO MAXIMUM ON CENTERS UNISTRUT BASE TRAP REFRIGERATION NOTE: FOR OVERHEAD LINES UNISTRUT HORIZONTAL TRAPEZE HUNG DETAILS FOR PIPING BEHIND CASES, UNISTRUT VERTICAL, WALL—MOUNTED WALL OR BUILDING STRUCTURE PLAN�_l 5/8"x1 5/8 GALVANIZED HORIZONTAL REFRIGERANT UNISTRUT P-1000,10'-0" INTERMEDIATE SUCTION MAXIMUM ON CENTERS LINE SUPPORT DVERTICAL REFRIGERANT LINE SUPPORT LINE TRAP DETAIL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING 3 A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND NTS 06/01/07 HMR03 2 NTS 06.29.01 MR04 NTS 06/01/07 HMR05 SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORKPROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: BECAUSE OF CONDITIONS THAT OCCUR DUE { TO FAILURE TO FAMILIARIZE WORKERS WITH THIS GR2 KNOWLEDGE. ti CONTRACTOR TO REMOVE EXISTI LIGHTS AND REPLACE WITH NEW DOCK LIGHTS. MAINTAIN EXISTING CIRCUITRY AS REQUIRED, 1 r ei n 11 LI Liv n TYP OF 5 16.133 II In,_, II n n II II H� �� I II' ---- --- ---- ----- — [� H 22 TYP OF 8 i LIGHTING GENERAL NOTES 1. EMERGENCY LIGHTING: A. IF STORE HAS A LAY -IN CEILING I AND DOES NOT CURRENTLY HAVE TYPE 83 EMERGENCY FIXTURES, REMOVE EXISTING - COLUMN MOUNTED EMERGENCY LIGHTING --' "I� AND ASSOCIATED WIRING. FURNISH AND i�, h . '� l INSTALL NEW TYPE 83 CEILING MOUNTED II EMERGENCY LIGHTING AND NEW I CIRCUITRY. CONNECT CIRCUITS TO C�l I EXISTING EMERGENCY LIGHTING POWER jl SOURCE. IB. IF STORE DOES NOT HAVE LAY -IN CEILING AND DOES NOT CURRENTLY HAVE I TYPE 18 EMERGENCY LIGHT FIXTURES, REPLACE EXISTING EMERGENCY LIGHTING 04 II! WITH NEW TYPE 18 EMERGENCY LIGHT I! I FIXTURES. CONNECT TO SAME POWER Ij SOURCE SERVING THE EXISTING { I EMERGENCY LIGHTING. is C. IF EXISTING EMERGENCY LIGHTING IN CORRIDORS AND STAIRWELLS IS NOT CURRENTLY TYPE 83, REPLACE EXISTING WITH NEW TYPE 83 EMERGENCY KD LIGHTING. IF NONE EXISTS, FURNISH I AND INSTALL NEW TYPE 83 EMERGENCY T LIGHTING. CONNECT TO EXISTING EMERGENCY LIGHTING POWER SOURCE, IF I I AVAILABLE OR TO UNSWITCHED PORTION i OF ADJACENT LIGHTING CIRCUIT. D. IN ANY CASE WHERE EXISTING I EMERGENCY LIGHTING MEETS THE CURRENT STANDARDS, ELECTRICAL CONTRACTOR SHALL REPAIR THE EXISTING SYSTEM (LAMPS, BATTERIES, ETC.) AS REQUIRED TO BRING SYSTEM �. \ ,`' I BACK INTO PROPER OPERATION. E. COORDINATE ALL EMERGENCY I LIGHTING WORK WITH WAL-MART fl CONSTRUCTION MANAGER. 2. REMOVE EXISTING CORNICE LIGHTING. _I I AND ASSOCIATED WIRING, AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. 3. VERIFY CONDITION OF EXISTING LIGHT FIXTURES IN ALL AREAS OF STORE (SALES, EXTERIOR SECURITY LIGHTS, -- ETC.). REPAIR AND/OR REPLACE DEFECTIVE LAMPS AND BALLASTS. I REPLACEMENT BALLASTS AND LAMPS SHALL BE FURNISHED BY OWNER. I I REPLACEMENT LENSES AND FIXTURE :. PARTS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. CLEAN DIRTY LENSES AND REPLACE II i I DAMAGED LENSES. SPECIALTY LIGHTING NOTES � II I 1. VERIFY FINAL LOCATIONS AND EXACT AIMING OF ALL LIGHT FIXTURES WITH STORE PLANNING II SET-UP SUPERVISOR AFTER DISPLAYS HAVE IBEEN SET. 2. BUSWAY: OWNER FURNISHED 40A, 277/48OV, SINGLE POLE, SMALL FRAME SIZE, WHITE. II PROVIDE MOUNTING HARDWARE AND UNISTRUT AT STRUCTURE AS REQUIRED. UTILIZE P I SUSPENSION CABLE FURNISHED WITH BUSWAY SYSTEM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CONTACT MEGREPS - I; I BRUCE HENRY OR RANDY MATTHEWS, (479) I 696-8894 OR (887) 221-0247 FOR PROCUREMENT. IJ KEYNOTES l!V 5 w . Y 16.125 EXISTING LIGHT FIXTURES TO REMAIN ^ f I UNLESS NOTED OTHERWISE. P@ „y 16.1.26 REMOVE EXISTING LIGHT FIXTURE AND I TURN OVER TO OWNER. I 16.131 CONNECT TO EXISTING CIRCUIT. EC SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE [� I CAPACITY TO ACCOMMODATE �I _ ADDITIONAL LOAD. 16.133 EXISTING LIGHT FIXTURES TO BE I RELOCATED TO NEW LOCATION AS SHOWN. tf I` 16.148 ROUTE CIRCUIT THROUGH CONTACTOR. REFER TO POWER AND EMS ONE -LINE DIAGRAMS. 16.472 FURNISH AND INSTALL NEW CIRCUIT N,' BREAKER (##A -#P) IN EXISTING PANEL INDICATED. EC SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. EC SHALL ! N I VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE ,/� CAPACITY TO ACCOMMODATE / I ADDITIONAL LOAD. 16.SO1 REMOVE EXISTING SECURITY LIGHT FIXTURES AND REPLACE WITH NEW ti 1 TYPE 11 SECURITY LIGHT FIXTURES. ......__,_. I MAINTAIN EXISTING BRANCH ( CIRCUITRY AS REQUIRED. NEW TYPE 11 LIGHT FIXTURES SHALL BE INSTALLED, PRIOR TO BUILDING BEING PAINTED. I 16.SO5 VERIFY THAT ALL EMERGENCY LIGHT I r FIXTURES IN THIS AREA ARE IN PROPER WORKING ORDER AND "LIKE - LL M -w NEW" CONDITION (CLEAN, LAMPS ARE OPERATING, BATTERIES IN GOOD WORKING CONDITION, AND FIXTURE IS 1 1 FITTED WITH SELF -DIAGNOSTICS). GE1 REM1 REPAIR OR REPLACE EMERGENCY LIGHT 7FIXTURES AS REQUIRED. FEEDER SCHEDULE ® 40A-1 P, (2)#8, (1)#10G, 1/2" C I ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C RATED TERMINATION AND COPPER CONDUCTORS WITH TYPE THHN/ THWN-2 INSULATION. WHERE ALUMINUM CONDUCTORS ARE ALLOWED PER SPECIFICATIONS AND FOR TERMINATION OR INSULATION TYPES RATED LESS THAN 75 DEG C, MODIFY SIZES ACCORDING TO NFPA 70. — _l\ 1 E1.1 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. r w U.S% Lli � ovzVim��,,a�'*ow@ 2NK iE � W�N\�pDapJW�lriQU(�j 0 p_WIO\=�VIQ=w`wQom OL 4Wd'J tFn-sCO V1�WWLq Lu JZVIa0.)- z Q226 -F69 -o w,wm U or-awww 0 awao W w000 0 H �`�`�aQoMzoaazza Q zDs6<,gR .LL, o Fa pLAJ 3 Q<ww�z�µlwwoc-)oN5 wz�r�iF-W WW U:) -W tioSwavl%fx(xaR ISSUE BLOCK CHECKED BY: KLS >00— 00 a w A 00 oL0F PROTO CYCLE: U) 20 02-06-09 od O G .a V =3 cEr�ii^ z w ���, (n ((0 w O U 00 F- 0 z mN N IaJ- ��� v • `r cn a z Li C) 0 0 O U 0 � ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: 0 a © Q 02-06-09 O 0 V � z w 0 Q O Li C) 0 O o C) 0 � a z c74 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: JCD PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 LIGHTING PLAN SHEET: E1 TYP � f_m 16.131 16.163 J PHOTO LAB TYP16(^ 131 TYP REPLACE EXISTING WALL LIGHT SWITCH WITH NEW OCCUPANCY SENSOR (OS) IN REAR OFFICE ROOMS INDICATED. CONNECT NEW OS TO CYICTIAI/`_ MDAKir'W ('10r`I IITDV AC DP'nl ll0r7r) TO - S BANK =1$-0" ----' FURNISH AND INSTALL HUBBELL LIGHTING ATP1500C OCCUPANCY SENSOR WITH CU2REAR OFFICE PLAN PARALLEL7CONTROLROL WITH WALL 1/8"=1'-0" MOUNTED OCCUPANCY SENSOR. GENERAL MERCHANDISE �1 VESTIBULE LIGHTING PLAN. 2 1/8"=lf-011 C� WI C( JANITOR w �o} z a Qa�aQ�Z Zyz \o GJW VfriQUC�j aa�`8vwi�cn���wIn w O zmQam�WwJZCnaY ° tr o 6 �W6 fa z <L aiL0 LLj � o~aoowo xam mm -,W 02 xZ ~ �WZ6<R22LL OZQ Jzrnoo�awWwiao�F¢og 0 QQU wv'i6;= (rv)UjON ww l� -' w 12 6w �2 w-zawaF NS7(WA cli� ISSUE BLOCK CHECKED BY: KLS DRAWN BY: >ao d_ 00 192 PROTO CYCLE: CV 00 Lr)O coo f- F, DOCUMENT DATE: 02-06-09 in O � m O o 0O Lo Lo H w 0 O Z o mN N J CD a 0)t Cn 0_ I - U) Z w U ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: 0 DOCUMENT DATE: 02-06-09 � O o �z rryywa F- o 0 V) CD a � w 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: JCD PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ENLARGED LIGHTING PLAN SHEET: El I u LIGHTING FIXTURE SCHEDULE NOTE: FIXTURES AND LAMPS BELOW WILL BE FURNISHED AND INSTALLED BY CONTRACTOR. (NOTE A) LAMP (PHILIPS) NUMBER MANUFACTURER CATALOG NUMBER VOLTS VA ORDER NUMBER QTY MOUNTING DESCRIPTION 1 DAY-BRITE TT232-277-1/4EB-LP-TH2 277 114 F32T8/TL841/ALTO 4 SURFACE 8' STRIP 1A DAY-BRITE TT232-120-1 /4EB-LP-TH2 120 114 F32T8/TL841 /ALTO 4 SURFACE 8' STRIP 2 DAY-BRITE T232-277-1/2EB-LP-TH2 277 58 F32T8/TL841 /ALTO 2 SURFACE 4' STRIP 2A DAY-BRITE T232-120-1/2EB-LP-TH2 120 58 F32T8/TL841 /ALTO 2 SURFACE 4' STRIP 3 DAY-BRITE LWIE232-277-1/2EBH-LT-841 LP -CORD 277 77 F32T8/TL841 /ALTO 2 SURFACE 4' SEALED STRIP W/CORD 6 DAY-BRITE DWDE232-120-1/2EB-LP-WMVB 120 58 F32T8/TL841/ALTO 2 WALL 4' SEALED STRIP w 6A PAULUHN FWFN240S-276 277 80 F40T12 2 SURFACE HAZARDOUS LOCATION 00 STRIP � F�Zowo �Z< 3/8 BOLT, FLAT WASHER 8 J a o Q 9-.2z 1Is , 6B LDPI 384-430-4-C 277 80 F40T12 2 SURFACE HAZARDOUS LOCATION AND LOCK WASHER. o aQaigm wj%mfoom STRIP wH\6w } - I f I, Z rnvoWwv orodZZwwZZ UNISTRUT I J z°usoo n LJW' �� 6C GUTH - CODETITE CCP4A-2F40-2 277 80 F40T12 2 SURFACE HAZARDOUS LOCATION , w STRIP LIGHT FIXTURE 'l Ri �Z4��zF= Do-� i w 6E DAY-BRITE VTWA232-CA-120-1/2EB-LP 120 58 F32T8/TL841 /ALTO 2 WALL 4' SEALED STRIP yW 0zw oar&NFF _<j LL na�awca.0 7 DAY-BRITE 1 P3AGS232-00-277-1 /2EB-LP 277 58 F32T8/TL841 /ALTO 2 RECESSED 1' x 4' TROFFER >oo 8 DAY-BRITE 1 TG232-01-277-1 /2EB-LP 277 58 F32T8/TL841 /ALTO 2 RECESSED 1' x 4' TROFFER �\ . TYP OF 2 f FURNISH AND INSTALL P3300 MLo m � PER FIXTURE r UNISTRUT OR EQUAL B -LINE. d LENGTH AS REQUIRED TO SPAN 8A DAY-BRITE 1TG232-01-120-1/2EB-LP 120 58 F32T8/TL841 /ALTO 2 RECESSED 1' x 4' TROFFER p �, d %�\ �� :' ENTIRE LIGHT ROW. ;� •�-o-��,.� METAL CANOPY DECK, N M NEOPRENE WASHER REF ARCHITECTURAL �U� 10 DAY-BRITE 2TG8W232-01-277-1 /2EBH-LPPTLADV841 277 74 F32T8/TL841 /ALTO 2 RECESSED 2' x 4' TROFFER AND 1/4"-20 BOLT, TYP DRAWINGS PROVIDE w o o�Lo `J PREMOLDED ' z m� CLOSURE STRIP ! F �— �a+0 J « ,L p 10A DAY-BRITE 2TG8W232-01-120-1 20-LPPTLADV841 120 74 F32T8/TL841 /ALTO 2 RECESSED 2' x 4' TROFFER N 1 v=i LIGHT FIXTURE VERIFY 10B DAY-BRITE 2TG8W232-01-277-1/4EBH-LPPTLADV841 277 114 F32T8/TL841/ALTO 4 RECESSED 2 x 4 TROFFER + !.. MOUNTING HEIGHT WITH r o • SET-UP SUPERVISOR 11 DAY-BRITE 101- WT- 175MH-277-NP- LP 277 215 MH175/U/M 1 WALL SECURITY LIGHT PROVIDE CONDUIT SUPPORTS PER ' a NEC CODE REQUIREMENT. w 12 DAY-BRITE 1DK42-120-LP 120 90 90PAR38/HAL/FL28 1 WALL DOCK LIGHT SUPPORTS TO BE MOUNTED ALONG UNISTRUT CHANNEL. 13 DUAL -LITE LXURWEI STEM / EXIT SIGN 277 4 INTEGRAL - FURNISH AND INSTALL MOUNTING BRACKET TO MOUNT CEILING (DOUBLE FACE) FIXTURE TO CANOPY DECK PER THE MANUFACTURER'S BAR JOIST TYP 0 ( ) O ©� EXIT SIGN RECOMMENDATIONS. DO NOT DRILL OR PENETRATE FIXTURE 14 DUAL -LITE LXURWEI 277 4 INTEGRAL WALL (DOUBLE FACE) HOUSING. IF FIXTURE HOUSING IS PENETRATED OR DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR FIXTURE REPLACEMENT. 0 z / 0 15 DUAL -LITE LXURWEI 277 4 INTEGRAL - STEM EXIT SIGN CEILING (SINGLE FACE)PIP 16 DUAL -LITE LXURWEI 277 4 INTEGRAL - WALL EXIT SIGN TLE CANOPY LIGHTING DETAIL CANOPY LIGHT M DETAIL ��., 17 DUAL -LITE LZW2D1 6V, 5W SEALED (SINGLE FACE) 7 NTS 10.30.07 WREL087 6 NTS WREL09 OO. "i 277 15 Z HALOGEN 2 WALL EMERGENCY LIGHT 6V 5W SEALED ry o 17A DUAL -LITE LZW2D1 120 15 2 WALL - � - F-�-�1 W � EMERGENCY LIGHT HALOGEN BOTTOM CHORD PROVIDE FLANGE CLIP Q O o LIGHT FIXTURE (4) 3/8" MOUNTING BOLTS, TO PROVIDE 1 1/4 FENDER OF BAR JOIST Q o 18 DUAL -LITE LM W401 6V 20W SEALED MOUNTING BRACKET (CADDY M24S OR EQUAL) 277 21 HALOGEN 2 WALL EMERGENCY LIGHT MATCH HOLE PATTERN ON LIGHT WASHERS TYP NUT AND WASHER � � cost FIXTURE MOUNTING PLATE SLIDING HANGER SLIDING HANGER FURNISHED FURNISHED WITH w 19 DUAL -LITE LMW401-FX 6V 20W SEALED WITH FIXTURE TYP ' 277 21 HALOGEN 2 STEM EMERGENCY LIGHT FIXTURE TYP APPLY URETHANE SEALANT pq 20 DAY- -REFER BR T - I E TWRM23 -TO 2 277 1 4EB P LAT WA � 277 11 LL PENETRATIONS / 4 F32T8/TL841 ALTO 4 / / 8 STRIP -PERIMETER THE SHADE CLOTH .LIGHT FIXTURE C TIGHTEN FURNISHED DETAILS COMES PRE -ASSEMBLED � WITH 6 CORD. ATTACH FURNISHED MOUNTING BRACKET TO HANGER SCREW TO SECURE Z WALL HANG 20A DAY BRITE TEC232-277-1/4EB-LP 277 114 F32T8/TL841/ALTO 4 REFER TO g' STRIP MOUNTING BRACKET PROVIDED FIXTURE AND TRUSS PER THE MANUFACTURERS ER TO FIXTURE TYP pq DETAILS WITH LIGHT FIXTURE TYP. SECURE o RECOMMENDATIONS. NS. DO NOT DRILL OR PENETRATE FIXTURE 3/16 PLATE, PRIME .. TIGHTEN FURNISHED ~' MOUNTING BRACKET PROVIDE TO TRUSS 1 4 HEX HEAD HOUSING. IF FIXTURE HOUSING IS PENETRATED OR DAM � AGED AND PAINT T TO REFER TO MATCH BOLT NUT AND LOCK HANGER SCREW TO SECURE 21 DAY-BRITE TWRM232-277-1/4EBDM-LP 277 120 F32T8/TL841 /ALTO 4 8' STRIP -MASTER. AND LIGHT PER MANUFACTURER'S THE CONTRACTOR IS RESPONSIBLE FOR FIXTURE REPLACEMENT ;` - EXTERIOR FINISH WASHER TYP DETAILS RECOMMENDATIONS TYP HANGER TO FIXTURE TYP 22 DAY-BRITE - - - 7 ISSUE BLOCK REFER TO _— TWRM232 277 1/4EBD LP 277 120 F32T8/TL841 4 8 STRIP -SLAVE SECTION DETAILS WEATHER PROOF BAR JOIST JUNCTION BOX �; \; ,.. ,.; ,\ 20" 24 CAPRI R10-RM40-LP90PAR/HAL/FL 120 90 90PAR38/HAL/FL28 1 RECESSED DOWNLIGHT _.m m ... 27 DUAL -LITE EWL-27 277 EMERGENCY LIGHT 50 FURNISHED W/FIXTURE 2 WALL W/REMOTE HEADS PROVIDE WATER TIGHT ' CORD CONNECTOR it ' - 28 DAY-BRITE ACT ACTIVE SAFETY 16.000 SWMB - - N/A - WALL SELF -LUMINOUS EXIT SIGN ROUTE CONDUIT ON ATTACH AND ALIGN 6' CORD PROVIDED SIDE OF SHADE FIXTURES USING SCREWS, LIGHT FIXTURE 41 LSI 1 TGA-232-SD-SSO-LM-DL-EQ-JP-277V 277 58 F32T8/TL830PLUS/ALTO 2 RECESSED 1' x 4' TROFFER WITH FIXTURE. COIL CLOTH TRUSS LIGHT LIGHT FIXTURE ANCHORS AND/OR TABS JOIST GIRDER FIXTURE FURNISHED WITH FIXTURES EXCESS CORD AROUND o #16/3 SJ CORD PROVIDE 2"x2"x3/16" ANGLE 42 DAY-BRITE LWIE232-277-1 /2-EBH-LT-LP 277 77 F32T8/ADV841 /EW/ALTO 2 SURFACE 4' SEALED STRIP SHADE .CLOTH TRUSS I ^ o AND PLUG FURNISHED PROVIDE BEAM CLAMP TYP IRON (2 PER SPAN) BEAM PRODUCE TABLE/ 10 WITH FIXTURE CLAMP ON BOTH ENDS 48 NORTH STAR WP -100 -277 -LP 277 130 MHC100/U/M/3K 1 PENDANT BREAD SPOTLIGHT CONTRACTOR SHALL PROVIDE AND FIXTURES SHIPPED .FULLY ASSEMBLED RECEPTACLE AS CONNECT ALL POWER AND CONTROL WITH ELECTRICAL &MECHANICAL CONTRACTOR HAS THE OPTION SITE LIGHTING SHADE CLOTH LIGHTING50 1-8527 WT 12OV 120 85 QL85LP 1 SURFACE ENCLOSED FREEZER _____ FINISHED FLOOR SHOWN ON PLANS TO USE EITHER METHOD OF --... _-_-_. WIRING BETWEEN LIGHT FIXTURES WHEN CONNECTORS FOR CONTINUOUS ROW INSTALLATION SHOWN INDUSTRIES LIGHT 5 NTS 08:29.03 EL08 ROW OF FIXTURES IS INTERRUPTED MOUNTING 51 PRIMA WM-3 120 22 PL-C18W/827/ALTO 1 SUSPENDED GLASS PENDANT LIGHT 4 TRUCK DOCK LIGHTING SALES FLOOR LIGHTING 2X2 PARABOLIC NTS 05.25.01 EL09 3 NTS 01.28.05 EL05 52 HUBBELL RA 2 G S Z AC B 4 277 59 F632T8/TL830/6/ALTO 2 RECESSED CHECKED BY: KLS TROFFER 53 PINNACLE VC -1 T5HO-4-G1 G -277-W 277 62 F54T5/850/HO/ALTO 1 RECESSED WALL WASH FIXTURE DRAWN BY: JCD SHELF -MOUNTED PROTO: 192 54 MERCURY M6154-HO-T5-ELB-UNI-MBR128-D 120 62 F54T5/850/HO/ALTO 1 SURFACE PROTO CYCLE: 01-09-09 ' UPLIGHT 6V 20W SEALED DOCUMENT DATE: 02-06-09 83 DUAL -LITE LWW-18W-X2-FX 277 15 HALOGEN 2 TROFFER EMERGENCY LIGHT 83A DUAL -LITE WW -18W -N1 -FX 120 15 6V, 20W SEALED 2 TROFFER EMERGENCY LIGHT HALOGEN RC MARK LIGHTING P-C-8-2-32T8-ET8-277-CRPL-WE-LP 277 58 F32T8/TL841 /ALTO 2 CORNER 8' ENCLOSED CORNER MOUNT RD MARK LIGHTING P-C-4-1-32T8-ET8-277-CRPL-WE-LP 277 42 F32T8/TL841/ALTO 1 CORNER 4' ENCLOSED CORNER MOUNT P1000 UNISTRUT BAR JOIST TYP RE McPHILBEN 44L1 WBMRNC WALL/ RNC SIGN 120 3 INTEGRAL 2 CEILING SING LE FACE ( _. VIEW B NOTE:. FIXTURES AND LAMPS BELOW WILL BE FURNISHED BY WALMART AND INSTALLED BY CONTRACTOR. VIEW A �_� '- ° � � � ' ' VIEW A (NOTE B) THREADED ROD. LENGTH AS REQUIRED 57 LITHONIA CTL -8239 -5 -70 -U -S27 -P 277 77 70T6/G12/30-PH 1 BUSWAY BUSWAY. MOUNTED ATTACH AND ALIGN FIXTURES USING VIEW C FOR SPECIFIED VIEWS D,E SPOTLIGHT SCREWS, ANCHORS, AND/OR TABS MOUNTING HEIGHT. FURNISHED WITH FIXTURES ' P3300 UNISTRUT LIGHT FIXTURE NOTES: APPLIES TO ALL LIGHT FIXTURES) VIEWS D,E VIEWS D,E A. FOR FIXTURES AND LAMPS CONTACT: HUNZICKER BROTHERS AT 800-324-1026 OR HAINES, JONES, &CADBURY INC. AT 800-459-7099 41" \ LIGHT- B. FOR FIXTURES FIXTURE B ES AND LAMPS CONTACT: � E LITHONIA LIGHTING, r; G ING CONYERS GA. 80 � ( 0) 447-2422, EXT 2902. CHERRYL BRUCE. -� C. IF REQUIRED BY APPLICABLE BUILDING CODE, SUPPORT ALL RECESSED OR LAY -IN LIGHT FIXTURES, BAR JOIST PARALLEL WITH STRUCTURE PERPENDICULAR TO STRUCTURE TYP —� DIRECTLY FROM THE. FIXTURE HOUSING TO THE STRUCTURE ABOVE, WITH A MINIMUM OF TWO 12 -GAUGE -. / BOTTOM CHORD P1000 UNISTRUT, P1000 UNISTRUT, WIRES LOCATED AT .DIAGONALLY OPPOSITE CORNERS. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY � � - OF BAR. JOIST -, LENGTH AS LENGTH AS TYP. REQUIRED. RE LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. ATTACH LIGHT FIXTURES TO THE /� l .' / REQUIRED. I C SUSPENDED CEILING SYSTEM TO RESIST 100 PERCENT OF FIXTURE WEIGHT ACTING IN ANY DIRECTION. COMPLETE IN ACCORDANCE WITH APPLICABLE BUILDING CODE REQUIREMENTS. D. EC SHALL PROVIDE DISCONNECT FOR ALL FLOURESCENT FIXTURES WITH DOUBLE -ENDED LAMPS PER NEC 410.130(G). FLANGE CLIP (CADDY M24S OR EQUAL) NUT AND LOCKWASHER - " 3/8" THREADED —1 /4,. BOLT, 3/8„ THREADED f - ROD, NUTS, AND NUT, AND ROD, NUTS, AND PROVIDE 1 1/4 FENDER LOCKWASHERS. LOCKWASHER. LOCKWASHERS. WASHERS TYP I - VIEW A VIEW B VIEW C SLIDING HANGER FURNISHED 3 8" NUT AND _ .. 1 4 BOLT, NUT, WITH FIXTURE TYP ... ..... ..... ,,._ ,, / LOCKWASHER. P1063 FLAT WASHER BOTTOM CHORD AND LOCKWASHER. P3300 TIGHTEN FURNISHED OF BAR JOIST UNISTRUT, P3300 UNISTRUT, P100$T CHANNEL NUT 20' LENGTHS. 20' LENGTHS. HANGER SCREW TO SECURE BLANK MALE CONNECTOR NOTE A, TYP LIGHT HANGER TO FIXTURE TYP AND DECORATIVE END CAP LIGHT AT END OF EACH ROW NOTE B, TYP FIXTURE NOTE A, TYP FIXTURE, PROVIDE 1/4" HEX FURNISHED WITH FIXTURE TYP TYP. LIGHTING HEAD BOLT, NUT AND SLIDING HANGER FURNISHED DETAILS LOCKWASHER TYP WITH FIXTURE TYP CONTRACTOR HAS THE OPTION TO USE TIGHTEN FURNISHED EITHER METHOD OF INSTALLATION SHOWN HANGER SCREW TO SECURE VIEW D VIEW E HANGER TO FIXTURE TYP NOTES: FIXTURES SHIPPED FULLY ASSEMBLED A. SUPPORT P3300 UNISTRUT ON TOP OF FIXTURE EVERY 10' MAXIMUM, FROM STRUCTURE OR WITH ELECTRICAL & MECHANICAL CONTRACTOR SHALL PROVIDE AND ( ) CONNECT ALL POWER AND CONTROL FROM P1000 UNISTRUT. CONNECTORS FOR CONTINUOUS ROW WIRING BETWEEN LIGHT FIXTURES WHEN B. ATTACH LIGHT FIXTURE TO P3300 UNISTRUT AT TWO PLACES, 12" FROM EACH END OF FIXTURE. —"dA MOUNTING ROW OF FIXTURES IS INTERRUPTED C. DO NOT DRILL, OR OTHERWISE MODIFY, STRUCTURE. SALES FLOOR LIGHTING 2 NTS 01.28.05 EL02 1 STRIP LIGHT MOUNTING DETAIL SHEET: 1 NTS 11.03.00 WREL15 E1.2 it i E2.4 E2.4 � POWER PLAN. 1 00=201-011 1 GE1 Ld O V) 3F -U U 000 4. Z a l w >186�waw 2D Qiw �-� �F-cn��pW�o�w�viaUv � dWQ�OV1W Vf��7.W p�W w1-2NUF�d�)'Zt/1Rm ,m <6.0 �wz�aQ Z SUS Z2-6wFawwwZ� O WG.i Fmwoj(o� ZZOQ JZ FoU~aWpWdO(hF`�o3 �QU=cn cFpLLixV7Uj�N_J 0OdV) W�'i J O sw Nyw�Zt�ii=�� �DEe 6!5Lgmd1�xi(wx ISSUE BLOCK CHECKED BY: KLS DRAWN BY: >o0 <- 00 O D 192 PROTO CYCLE: Qao co I, � DOCUMENT DATE: 02-06-09 (� d o O I I w 0 � O ca _ 75 a°'i c E M M � � I- Lu �-j '.i 0 Z O M ~ 0)O � LLJ o C) LL- V) O I--- -U U) O � U� w ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: O � DOCUMENT DATE: 02-06-09 w 0 � O CNSI O LLJ o C) O O I--- -U U) O � U� w z as 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: PLG PROM 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: E 2 U 10B 16.957 11 L2P-30 J 09A J 09C0 J J 16. WO4 09B L21D1-40,42 16. W04 L2D1-38 19. WO 4) L2D1-38 I I I 07A, PD2 / TYP OF 5 0 0 1'=20'-0" 26A L2P-8 _ PD1 PRICE VERIFIER, +60" JL - - - , 92A L4D2-3 PD1 PRICE VER +60" '........_BIER, J w oo} N . 9 ao wZa w L'A<<Qaox n 20D <<saw�mimm o9w x W Om Z a�aoo�oW�, W� U w W ❑O 3�S J�NWWd' Z w mo -o'I�zOa J zOnoggom WEE pdo3Q D < jfm6pl2mw Wo:)o-� Aul FI-- ooa V)omm� 5~K V1�F F -n �To ( �savm�ia1aaF KLS DRAWN BY- L1� i I .Y. r� 192 PROTO CYCLE: 0�0 cO h h ! I i I f I 02-06-09 O p C � d � �M M hh O �, o` cn W r-w�, o o `. z z .� °° C Q LIJ o 0 o w � Q I- v • �2cna L° z 0 Lo =I 0 z 0� O 7777 z I !I _ 40B 40B it ! ..PD2 �• �• PD2 II JL - - - , 92A L4D2-3 PD1 PRICE VER +60" '........_BIER, J w oo} N . 9 ao wZa w L'A<<Qaox n 20D <<saw�mimm o9w x W Om Z a�aoo�oW�, W� U w W ❑O 3�S J�NWWd' Z w mo -o'I�zOa J zOnoggom WEE pdo3Q D < jfm6pl2mw Wo:)o-� Aul FI-- ooa V)omm� 5~K V1�F F -n �To ( �savm�ia1aaF ISSUE BLOCK CHECKED BY: KLS DRAWN BY- >o0 •- 0o 0 � 192 PROTO CYCLE: 0�0 cO h h C=) 4� 02-06-09 O p C � d � �M M hh O �, o` cn W r-w�, o o `. z z .� °° C Q LIJ o 0 o w � Q I- v • �2cna L° z 0 Lo =I 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY- a w A 0 � 192 PROTO CYCLE: 0 :�A a C=) 4� 02-06-09 O � o O .. z .� LIJ o 0 0 Q I- v I °O 0 V 1 w z 0� O ISSUE BLOCK CHECKED BY: KLS DRAWN BY- DRL PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 POWER DROP PLAN SHEET: E2.1 , KEYNOTES 16.452 SOUND SYSTEM CONDUIT: STUB CONDUIT (WITH PULL WIRE) FROM BELOW SHELVING UNIT TO BAR JOIST. PROVIDE BUSHING AT EACH END. 16.957 CONNECT CIRCUIT(S) TO EXISTING BRANCH CIRCUITRY. MINIMUM WIRE SIZE AND PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, RATING AND CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET REQUIRED SIZE, AND ALL U.L. RATINGS AND 199C REPLACE AS REQUIRED. .......�r x 16.W04 120 VOLT GENERAL POWER J 7 J 11 J.... J ,;::,__. CIRCUIT(S): FURNISH AND INSTALL ►►BL1 A I J ' �A I-►► STARLINE BUSS SYSTEMS ARE FURNISHED BY=..._..... _ .L.,,,..—_...i.-P_0.3_ �.___.,B _.PB�L1A---� ._..... - . P.. __. �L�.,A..._..-.._..t-►�►.B�L1..ABL1A BL1A f NEW 20 AMP, 120 VOLT CIRCUITS , 9 1 PDQ 17 - -_P- 2.1_ _... ...�_ __,. .Pp3 _25 . �....,....... L_ �) WAL-MART FOR OR AS SPECIFIED ON DRAWINGS, w o ��� INSTALLATION IO CONTRACTOR. FEED FROM NEAREST 120 VOLT PANEL, � ���Z a2 Wo o°z% FOR PROCUREMENT INFORMATION CONTACT: WITH ADEQUATE SPACE AND AMPACITY. w ``` aa��o�N 2.N MEGREPS BL1A 4BL1A 6BL1A 8 oawvy*-zo BRUCE HENRY OR RANDY MATHEW5 �._. BL1A A. CIRCUIT BREAKER FOR CIRCUITS p a w�a "'aLM303w (866) 730-4816 P 2 J. 2 J :..... - J.__- INDICATED WITH (GFI) SHALL BE P 2 P 2 P 2 P 2 P.2z wa WWW.MEGREPS.COM — P.i72 Ph2 GFCI TYPE FOR PERSONNEL z v"o�u-'u-�o�-�W�W� CONTRACTOR TO COORDINATE EXACT LOCATION OF BUSWAY L1 D3-2,4,6 T_. aE4 COORDINATE WITH WAL-MART CONSTRUCTION ! 1 PROTECTION.w�++`-I` o�vazooZ zl� � 0 4 Z ¢ 0 or-° w� Q I ! i 16.W06 120 VOLT IG CIRCUITS UP aa".5-no-M-z' WITH EXISTLNG LIGHTING AND (100A-3P) _ _..,, ;.. ! _ I O (UPS): a cc zr—Kaz DO- MANAGER. FIRE PROTECTION. C _! __,. 16.W07 ; j i FURNISH AND INSTALL NEW 20 AMP �= yo F-s w� 1&1/2 C,4#1,1#8G ENTIR CCT _ ( ) yD L,�z�w �iw<o _� i 120 VOLT ISOLATED GROUND IG��__o�� ti ��a .,...... I _ ....f ...,......, _!_ CIRC.UIT(S). FEED FROM NEAREST BUSWAY BL1 A AND POWER FEED ! ! 120 VOLT IG PANEL, WITH ADEQUATE o< N 1.....,1_. .�____ _.___.:... `---1-111 5 .._. a _._ ! I ! _ I 9-E3.1 ��, - I I SPACE AND AMPACITY, AND SERVED .>o0 _..... 1.._�^ _ ,.. _....., _...__.... , _. , TYP N o 00 I I I I... u o I , _ I � r i i 16. 7 BL1B 8 VOLT GENERAL POWER CIRCUIT: r _i F2 20 0 2 _ __.. 20 -, 20 - _... i -- - _ 1 ��C WO F� RNISH AND INSTALL NEW 208 VOLT r� TYP K"5 I I d j _ _L.__- - 16.452 CIRCUIT, AS SPECIFIED ON _� �_ ._ .. _. _. l E3.1 I L1 D3 8,10,12 1"C ! DRAWINGS. FEED FROM NEAREST 208 O cV�� o _.... j (100A-3P) a _ .:. ; i VOLT PANEL, WITH ADEQUATE SPACE Sg ... - - - AND AMPACIT m J J..... Z N 1&1/2 C 4#1,1#8G _ P.D3 __GPD3 J Q INSTALL FURNISHED BLANK POWER POLE - " ENTIR � CCT � 16.W14 NEW TELEPOWER POLES FURNISHED BY � • �cn� i.,.. ' 3 7 2 OWNER, INSTALLED BY ELECTRICAL z BUSWAY BL1 B AND POWER FEED ! FROM STRUCTURE TO CENTER OF DIGITAL cn �'' ISLANDER WHEN MILLWORK IS SET IN 6 ! BL1 B g 4 BL1 B CONTRACTOR. o PLACE. MAKE FINAL CONNECTION FROM U =! _! PD2 J POWER POLE TO PREINSTALLED JUNCTION .-... .... BL1 B BL1 B .... _ J ..... A. ELECTRICAL CONTRACTOR SHALL 1 P 2 0 FURNISH AND INSTALL TWO JUNCTION BL1 B BOX INSIDE ISLANDER AS REQUIRED. P 2 ELECTRICAL CONTRACTOR SHALL PLUMB \` P 2 BOXES (PER POLE) LOCATED AT 20'-0" !. -0 ` 20 - '-0" 2 ,y_�„ (, J -- AND ANCHOR POLES AT BASE AND TO _. _':. i L2D1- 4 W BOTTOM CHORD OF BAR JOIST AT P 2 CHECKSTANDS, LOCATE BOTH JUNCTION A STRUCTURE. COORDINATE LOCATION WITH 16.957 ! _ FINAL MERCHANDISE PLAN. BOXES BETWEEN REGISTERS AND ! - i POLES. w r r� B. THE ELECTRICAL CONTRACTOco R 6-E3.1 ^ J TYP SHALL PLUMB AND ANCHOR POLES AT h� BASE AND TO STRUCTURE. TOP OF 1-1 w POWER POLES MUST BE SECURED TO �j W 5 STRUCTURE USING UNISTRUT. O _ O C. FURNISH AND INSTALL 1/2" FLEX AS REQUIRED TO CONNECT POWER POLES TO JUNCTION BOXES AT O STRUCTURE. ISOLATED GROUND ^ Z - 1 16.W14 TYP _ . CIRCUITS SHALL NOT SHARE ANY W c E3 JUNCTION BOX OR RACEWAY WITH STANDARD CIRCUITS. o 0 (n o CQ �C w ELECTRONICS BUSWAY POWER z 3 2 0 PLAN ELECTRONICS POWER PLAN ISSUE BLOCK CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 1 - -- E3 16.W1 4 TYP I ff I f -Iii -__ : L2U 10 , ... ,, ., 16. W06 _ 4 :. r".. I L2U 1 I2U-3 ;:( 2U-5 2U-7 _ _ :." ll. L L2U 9 16.957 16.957 �. a a 16.957 16.957 16.957 1 � f_ r , J ' J _ D 16.957 16.957 -- , _._ ',._ 16.957 ! = 16.957 16.957 L2D1 4 .,.,.,. „ .,., _,.. > - -.. _ _ 1111. q- 16.957 _�_i _., 1� L4D3-18 -- ..+ L4D3-2 �­ L2D1-6. _...... - _ L4D3-2 -- I �., L4D3 37 .. �, - I . , ..:: 16.957 16.957 16.957 _,.__ 16.5 �. 1 16.957 ! 16.957 16.957 (; _ , 9 7 \ 16.957 L2D1-8 L2D1- -- _ I 10 L2D1 12 L2D1 14 �. ,. L4D3 4 L4D3-6 L4D3-8 L4D3-10 _.._ ! _ _ _ ? - " i M L4D3 12 L4D3 14 ..: L4D3 16 01A k L; �i IF 1111 PD1 q4 Ll 6. 04 _ �. FRONT CHECKOUT POWER PLAN 1 /On_1,^Orr CJ ENLARGED POWER DROP PLANS EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO 41 WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THISE2,2 KNOWLEDGE. FROM PANELBOARD FEEDING UPS SYSTEM PROVIDE 250/125V, 50A TWISTLOCK 3 POLE 4 WIRE RECEPTACLE EXISTING UPS PANELBOARD O �- EXISTING POWER PANELBOARD e 5'-0" MAXIMUM L MAINTENANCE BYPASS POD, CORD, AND PLUGS FURNISHED FOR INSTALLATION BY CONTRACTOR TO UPS U - w a 0 FINISHED FLOOR d- PANELBOARD PROVIDE JUNCTION BOX AT 3'-0" AFF PROVIDE 6'-0" #6/4 SO CORD AND 250/125V, 50A TWISTLOCK 3 POLE, 4 WIRE PLUG UPS SYSTEM, CORD, AND UPS OUTPUT NEUTRAL IS BONDED PLUG FURNISHED FOR TO EARTH GROUND INSIDE UPS INSTALLATION BY CONTRACTOR PROVIDE #8 CU. GROUNDING ELECTRODE CONDUCTOR. BOND TO BUILDING STEEL � � NTS 06.01.07 SALES AREA GARDEN CENTER OR SEASONAL BOX REMOTE ETHERNET SWITCH 16.E00 16.E04 II 16.W06 ALTERNATE ETHERNET SWITCH LOCATION ! ! 16.E04 MOUNT CENTERED 2'-0" ABOVE DOOR OPENING 'I ON WREP1 2a .. NOTE: ETHERNET SWITCHES ARE TO BE FED FROM A DEDICATED ISOLATED GROUND CIRCUIT FROM A UPS PANEL FOR EACH SWITCH AS SHOWN. VERIFY THAT NO OTHER LOADS ARE TIED TO THE ETHERNET SWITCH CIRCUIT AND CORRECT EXISTING AS REQUIRED. TYPICAL 3 AREA ELI NTS NTER ROUTE FLEXIBLE METAL CONDUIT TO JUNCTION BOX AT BAR JOIST -� ADJUSTABLE T -BAR BOX HANGER TO SPAN 24 LENGTH OF CEILING TILE (BOX SUPPORT PER NEC) JUNCTION BOX FLUSH MOUNTED IN LAY -IN CEILING CEILING COVERPLATE RECEPTACLE UNTED R 10.25.02 COORDINATE ANY NEW WORK ON REAR UPS, INCLUDING POSSIBLE UPGRADE OF EXISTING UPS, INSTALLATION OF RECEPTACLES, ETC. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. PROVIDE TIE WIRES FOR BOX HANGER - THIS IS NOT PART OF THE CEILING SUSPENSION TYP f SUPPORT CLIP T -BAR PTACLE Z16.006 7 EXISTING REAR CRITICAL Ll D(2) L1U POWER PANEL (EXISTING) (EXISTING) 16.UO7 16.U08 6 E2.3 `'-- L1 D 2 -44,468 KVA UPS 16.U09 (45/2)------ 45/2) SYSTEM 16.009 1 "C,3#6,1 #8GR 1 "C,3#6,1 #8GR J Ile EDC 1 IleUPS ROOM EDC 1 REAR UPS RISER DIAGRAM - 5 NTS NOTE: ETHERNET SWITCHES ARE TO BE FED FROM A DEDICATED ISOLATED GROUND CIRCUIT FROM A UPS PANEL FOR EACH SWITCH AS SHOWN. VERIFY THAT NO OTHER LOADS ARE TIED TO THE ETHERNET SWITCH CIRCUIT AND CORRECT EXISTING AS REQUIRED. SEE KLS AND 16.EO5 FOR ioa co KEYNOTES 16.EO1 192 ADDITIONAL LOCATIONS WHERE THERE ARE 02-06-09 ETHERNET SWITCHES. EXISTING Co4 NEW d LOCATION LOCATION o �r -0-0- 16.EO3 TYP 16.E03 TYP 16.W06 EMr. 16.W06 NEW ETHERNET SWITCH EXISTING ETHERNET 16.E00 16.E00 RACK. VERIFY EXACT SWITCH RACK U*) W LOCATION PRIOR TO Q C INSTALLATION OF DEVICES - 16.E01 16.EO1 +7'-0" MN +7'-0" 1 LOCATION � LOCATION co) .�-J O X 2 � NTS ACK. EXISTING FRONT CRITICAL POWER PANEL COORDINATE ANY NEW WORK ON FRONT UPS, INCLUDING POSSIBLE UPGRADE OF EXISTING UPS, INSTALLATION OF RECEPTACLES, ETC. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. L2D1 (EXISTING) L2U (EXISTING) 16.007 16.008 KEYNOTES 16.E00 CIRCUITRY FOR REMOTE ETHERNET SWITCHES SHALL BE ROUTED DIRECTLY TO PANEL AND NOT COMBINED WITH CASH REGISTER OR OTHER CIRCUITRY. 16.EO1 VERIFY ETHERNET SWITCH LOCATIONS PRIOR TO INSTALLATION. 16.E02 FURNISH AND INSTALL (3) 3" CONDUITS WITH PULLWIRE TO SALES AREA CEILING CAVITY. FURNISH AND INSTALL (1) 2" CONDUIT TO BOTTOM OF BAR JOIST, TURN HORIZONTAL AND EXTEND OUT OVER AISLEWAY. TERMINATE CONDUITS WITH BUSHING. STUB OUT 6" BELOW MERCH/UPC CEILING. PROVIDE 2" CONDUIT WITH PULLWIRE FROM 8" BELOW CEILING TO 12" ABOVE CEILING AND TERMINATE WITH BUSHINGS. 16.EO3 WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION, FURNISH AND INSTALL CONDUIT SYSTEM AS REQUIRED FOR THE INSTALLATION OF ETHERNET CABLE. MINIMUM CONDUIT SIZE 3/4" FOR INDIVIDUAL OUTLETS. 16.E04 INSTALL ON SALES AREA SIDE OF WALL WHEN THERE IS A GARDEN CENTER ONLY. WHEN THERE IS A SEASONAL BOX, INSTALL ON SEASONAL BOX SIDE OF WALL. 16.EO5 THE FOLLOWING LOCATIONS ARE THE TYPICAL LOCATIONS OF ETHERNET SWITCHES: A. IN THE PHARMACY, THE ETHERNET SWITCH SHOULD BE LOCATED ON THE END WALL UNDER THE COUNTER. B. IN THE TLE, THE ETHERNET SWITCH SHOULD BE LOCATED UNDER THE COUNTER BY THE CHECKOUT REGISTER. 16.UO6 UPS LOCATIONS WILL DEPEND ON CRITICAL POWER PANEL LOCATIONS, SOME STORES WILL HAVE ONLY ONE. CIRCUITS SHOWN IN PANEL SCHEDULES ARE TYPICALLY ENCOUNTERED, ACTUAL LOADS DEPEND ON CRITICAL POWER CIRCUITS ENCOUNTERED AT SITE. 16.U07 COORDINATE ALL INTERRUPTIONS TO POWER WITH STORE PLANNING OFFICE TRAINING SUPERVISOR. 16.UO8 UPS AND DISTRIBUTION NOTES: A. FURNISH AND INSTALL NEW SINGLE PHASE CASH REGISTER PANELBOARD(S) PER DETAILS, AND OTHER MATERIALS AS REQUIRED. FURNISH AND INSTALL A 45A 2 B. , POLE CIRCUIT BREAKER IN THE EXISTING 3PH CRITICAL POWER PANEL (WHERE CIRCUITS ARE TO BE REMOVED) TO FEED THE UPS UNIT. C. ENERGIZE NEW PANELS L1 U AND L3U BY PULLING PANEL FEED WHIP INTO RECEPTACLES FOR UPS. DO NOT CONNECT UPS INTO CIRCUIT AT THIS TIME. D. MOVE ALL CASH REGISTER AND COMPUTER BRANCH CIRCUITRY FROM EXISTING 3 PHASE PANELS TO NEW SINGLE PHASE PANELS L1 U AND L3U. CIRCUITS SHALL BE MOVED A FEW AT A TIME. COORDINATE WITH STORE PLANNING OFFICE TRAINING SUPERVISOR. E. INTERCEPT EXISTING CIRCUITS THAT ARE TO BE REFED FROM 6 PANELS L1U AND L3U AT THE BAR E2.3 JOISTS AND EXTEND WITH SAME SIZE WIRE AND CONDUIT AS EXISTING. SPLIT CIRCUITS AND ADD GRAY L2D1-1,3 n NEUTRAL WIRES TO BRANCH CIRCUITRY 16.009 45 2 AS REQUIRED TO ASSURE THAT NO ( /) 16.009 MORE THAN 2 CIRCUITS ARE 1 "C,3#6,1 #8GR 1 "C,3#6,1 #8GR CONNECTED TO ONE NEUTRAL. J F. CONTACT STORE PLANNING OFFICE TRAINING SUPERVISOR TO ARRANGE FOR CONNECTION AND TRANSFER OF PANELS L1U AND L3U TO UPS. 16.UO9 IF UPS UNIT IS BETWEEN 100' AND 200' FROM PANEL, USE EDC 2 FRONT COMM. ROOM 1"C,3#4,1#6GR. 16.WO4 120 VOLT GENERAL POWER CIRCUIT(S): FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S), OR AS SPECIFIED ON DRAWINGS. UPS FEED FROM NEAREST 120 VOLT PANEL, FRONTRISER DIAGRAM WITH ADEQUATE SPACE AND AMPACITY. 4 NTS A. CIRCUIT BREAKER FOR CIRCUITS INDICATED WITH (GFI) SHALL BE GFCI TYPE FOR PERSONNEL PROTECTION. 16.WO5 120 VOLT IG CIRCUITS(S) (NOT UPS): FURNISH AND INSTALL NEW 20 AMP, 120 VOLT ISOLATED GROUND (IG) CIRCUIT(S). FEED FROM NEAREST 120 VOLT IG PANEL, WITH ADEQUATE SPACE AND AMPACITY. DO NOT FEED FROM IG PANEL SERVED FROM UPS. 16.WO6 120 VOLT IG CIRCUITS) (UPS): FURNISH AND INSTALL NEW 20 AMP, L1 D 2)-69,71 L1 U-1 L1 U-3 120 VOLT ISOLATED GROUND (IG) 16.W07 (30A -2P) 16 1W06 L1U-5 CIRCUIT(S). FEED FROM NEAREST #10W ENTIRE CCT .WO6 6. 16.WO6 120 VOLT IG PANEL, WITH ADEQUATE L1U-10,12(30A-2P) SPACE AND AMPACITY, AND SERVED #10W ENTIRE CCT FROM UPS. TYP 16.W12 L6 -30R, 16.WO7 208 VOLT GENERAL POWER CIRCUIT: TYP 16.W71 TYP OF 2. FURNISH AND INSTALL NEW 208 VOLT CIRCUIT, AS SPECIFIED ON DRAWINGS. FEED FROM NEAREST 208 VOLT PANEL, WITH ADEQUATE SPACE AND AMPACITY. d d +54„ 7 TYP 16.W12 ETHERNET CABLE: E2.3 A. FURNISH AND INSTALL JUNCTION COORDINATE MOUNTING WITH O - - 4 BOXES AND CONDUIT, AS SHOWN ON CEILING GRID, PLACE RECEPTACLES PLANS AND AS REQUIRED BY LOCAL 6" APART AND LOCATED NEAREST 16.E02 L1 U_9 CODES AND/OR ORDINANCES. TO CENTER OF RACK AS POSSIBLE, TYP OF 10. •` L1U-7 16.WO6 B. ETHERNET CABLE IS FURNISHED •, L1 U-11 BY OTHERS. DUPLEX TWISTLOCK RECEPTACLE - 16.W06 16.W06 FLUSH MOUNTED IN CEILING FOR ! C. ELECTRICAL CONTRACTOR SHALL COMMUNICATIONS RACK, TYP.-------- - -- INSTALL CABLE IN POWER POLES. M NTS 16. W06 L1 U-13 AN- EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 16.W71 VOICE/ DA FURNISH AND INSTALL AN OUTLET BOX WITH COVER AT EACH LOCATION SHOWN, AND 3/4" CONDUIT WITH PULL WIRE, FROM EACH BOX TO BAR JOISTS. PROVIDE BUSHING ON END OF CONDUIT AT BAR JOISTS. DO NOT COMBINE CONDUIT INTO ONE DROP WITH CONDUIT ROUTED FROM BOX -TO - BOX. INSTALL INDIVIDUAL CONDUIT TO EACH BOX. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. c w o n,wzw- $aa�zzw UJ r <QOx§ z- � �Q�$oZ �oaJ,z. pQ, 88m V1==W+0pm.. O�Nao=inww-���'a> z nogzU-U6o�aaWaaW�ws 9UNSWW L2=2Z�F�. Q zilioo,awwa6pp<03 I (Y Z. C WRZmµi wz, N.al sw �O�yZ��QpS��aj�� N iKMri' NmaJl Im<=zap ISSUE BLOCK 77 1 CHECKED BY: KLS DRAWN BY: ioa co 00 192 PROTO CYCLE: oOo to r- F cm 02-06-09 Z Co4 d w c5 O o �r -0-0- � d EMr. 75 Q) o L V U*) W 001v� Q C O u, cc z CQa MN F_ GA co) .�-J O X * cn a L° V z AA O O 0 ISSUE BLOCK 77 1 CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: a m cm 02-06-09 Z 0 w c5 z., z ry0 Q C O u, cc CQa � GA z AA O ISSUE BLOCK 77 1 CHECKED BY: KLS DRAWN BY: PLG PROTON 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 UPS AND ETHERNET PLANS SHEET: X 2. 3 EXISTING EXTERIOR DOORS TO BE REPARIED/REPLACED BY GENERAL CONTRACTOR. COORDINATE ANY AND ALL DISRUPTIONS TO THE STORE'S SECURITY SYSTEM WITH 1 SIM T�iE STORE MANAGER, TYP OF ALL EXTERIOR DOORS. E2.3 2 1/8--=l'-0-- AN. JNIVI 1 VR 16.425 TIME CLOCK RECEPTACLE: PROVIDE WEATHERPROOF IN -USE LOCKABLE COVER AND MOUNT DIRECTLY BELOW TIME CLOCK DATA JUNCTION BOX. 16.957 CONNECT CIRCUITS) TO EXISTING BRANCH CIRCUITRY. MINIMUM WIRE SIZE AND PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, RATING, AND CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET REQUIRED SIZE AND ALL U.L. RATINGS AND REPLACE AS REQUIRED. 16.R55 FURNISH AND INSTALL HANDLE LOCKS (LOCK ON/LOCK OFF) ON THE CIRCUIT BREAKERS SERVING THE FOLLOWING LOADS: A. WATER HEATERS B. BOOSTER PUMPS 16.S48 REPLACE MISSING, PAINTED, OR DAMAGED ELECTRICAL COVERS, RECEPTACLES, AND CONDUIT. 16.WO4 120 VOLT GENERAL POWER CIRCUIT(S): FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S), OR AS SPECIFIED ON DRAWINGS. FEED FROM NEAREST 120 VOLT PANEL, WITH ADEQUATE SPACE AND AMPACITY. A. CIRCUIT BREAKER FOR CIRCUITS INDICATED WITH (GFI) SHALL BE GFCI TYPE FOR PERSONNEL PROTECTION. 16.WO5 120 VOLT IG CIRCUITS(S) (NOT UPS): FURNISH AND INSTALL NEW 20 AMP, 120 VOLT ISOLATED GROUND (IG) CIRCUIT(S). FEED FROM NEAREST 120 3 VOLT IG PANEL, WITH ADEQUATE SPACE AND AMPACITY. DO NOT FEED FROM IG E4 PANEL SERVED FROM UPS. 1 16.W12 7( ATHERNET URNI HAA AND INSTALL JUNCTION BOXES AND CONDUIT, AS SHOWN ON PLANS AND AS REQUIRED BY LOCAL I CODES AND/OR ORDINANCES. TYP OF ALL FRONT HAIR CARE FvESTIBULF§"' 16.S48,, TYP TENANT SPA( -Fr, D CTUCDAICT r ADI C IC CI IDAIIC"rr. EXISTING WATER HEATERS WITH WAL- Ovv MART CONSTRUCTION MANAGER. DISCONNECT EXISTING, AND RECONNECT NEW WATER HEATERS, AS 1 W12 TYP JANITOR j REQUIRED. COORDINATE WITH 1 W71 TYP l )�ll�.,m #1 WH 0 MECHANICAL CONTRACTOR. B. FURNISH AND INSTALL HANDLE (30A -2P)' 16.W13 LOCKS (LOCK OFF) ON ALL CIRCUIT - -- - it " �T 1 2-7,9 BREAKERS FEEDING WATER HEATERS. }� IIJJ. � .957 ETR i 16.R55 16.W16 EXISTING OFFICE AREAS AND/OR PROVIDE NEW STAINLESS - I RESTROOMS, WILL BE REFURBISHED BY STEEL COVER PLATES FOR ET GENERAL CONTRACTOR. REMOVE ALL EXISTING RECEPTACLES PER ELECTRICAL ITEMS FROM WALLS AND SPECIFICATIONS. 4 a CEILING, INCLUDING HAND DRYERS, ET RECEPTACLES, SWITCHES, AND II LIGHTING FIXTURES AS REQUIRED. L2D2-32 INSTALL AND RECONNECT AFTER NEW 16.W04 ET� FINISHES ARE IN PLACE. CART STORAGE �� RECEPTACLES FOR MART CARTS, COORDINATE EXTENT OF WORK WITH TYP OF 2. TO BE STAINLESS GENERAL GENERAL CONTRACTOR. STEEL PER SPEPIIFICATIONS. MERCHANDISE ET br VESTIBULE 16.W39 PROVIDE THREE RECESSED ALARM _ETR „ETR L4D3-56 16.WO4 L4D3-58 16. W04 RECEPTACLES FOR MART CARTS, TYP OF 2. TO BE STAINLESS STEEL PER SPECIFICATIONS. JUNCTION BOXES (WITH ONE VERTICAL 1 RACEWAY), TWO STACKED (+54 AND +44") AND ONE TO THE SIDE OF THE UPPER BOX WITH CONDUIT NIPPLES BETWEEN THE BOXES. 16.W69 USE EXTREME CARE AROUND FIRE ALARM AND SECURITY ALARM EQUIPMENT DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM EQUIPMENT FROM ACCIDENTAL OR INTENTIONAL DAMAGE SO THAT THE SYSTEMS WILL REMAIN OPERATIONAL AT ALL TIMES. ADVISE STORE MANAGER OF ANY DISRUPTIONS TO ALARM SYSTEMS PRIOR TO DISRUPTION. COORDINATE EXACT REQUIREMENTS WITH WAL-MART ALARM DIVISION, (479) 273-8402.' 16.W71 VOICE/DATA: FURNISH AND INSTALL AN OUTLET BOX WITH COVER AT EACH LOCATION SHOWN, AND 3/4" CONDUIT WITH PULL WIRE, FROM EACH BOX TO BAR JOISTS. PROVIDE BUSHING ON END OF CONDUIT AT BAR JOISTS. DO NOT COMBINE CONDUIT INTO ONE DROP WITH CONDUIT ROUTED FROM BOX -TO -BOX. INSTALL INDIVIDUAL CONDUIT TO EACH BOX. d ca � Is wppa'�``iW cry �aQJWIF Z Noe 25 W 980 D�NJmO 25 Q�W�zV)CmLNoW Z un zU_ ��O,0.WwW2 O <0- mmWNWW&o°�� Q zEnz ¢<0. NcZn�oZw�a: bO 0- W R~2V zZ cr NQZNU2s� a gw N o _ 7wv!dxffi0aQ oJ CHECKED B KLS DRAWN BY- >oa 0 0 192 PROTO CYCLE: Q�5� ...� C7 02-06-09 (A ci D o l I z C B, M4 w O o �M i O. �� i o cv 0 Li Ir �o c D z I � m N Q CQ O X w 6�0 a LL - CUM z O c) G4 0 CHECKED B KLS DRAWN BY- a w A 0 0 192 PROTO CYCLE: 0 � ...� C7 02-06-09 ►-� z � o ..z Li Ir �o c D O � I � CQ � w G4 0 CHECKED B KLS DRAWN BY- PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: E2.4 .R PLAN FURNISH AND INSTALL 3/4"C WITH PULL WIRE FROM OUTLET BOX TO BAR JOIST SPACE OF REAR HALLWAY. PROVIDE GROMMETS ON RnTU UKInC nu nnkini iir COORDINATE E POWER FOR CONTRACTOR PF LOCATION TO 7 3TRAINING ROOM POWER PLA 1/81p=l +60" +6 C7 ETR UUMHAUIUK 0W 1. - CONNECT TO EXISTING COMPACTOR CIRCUITRY: H161-13,15,17 RECONNECT TO EXISTING BRANCH CIRCUITRY CURRENTLY SERVING PUSHBUTTON AND BUZZER, EXTEND/REROUTE EXISTING BRANCH CIRCUITRY AS REQUIRED. GENERAL MERCHANDISE 1 RECEIVING POWER PLAN 1 w d '_ W o Is � 63F -Z az wzQ w w *<<'r'owo wN VviQUU zN�'�' Xo> zrn0Em a(n<p60 w J�raQ ZO <Mw'u-�8-$ U. m `3 222` -waw-wK'-zZz 1- w�'V- o -aazZpQ Q z°Jiz aQ� z� ao vin ;jm= a6pvaiv w z�[� a �ogN-1"'wl �$8w ISSUE BLOCK D BY: F KLS BY: 04 0 O O 192 PROTO CYCLE: o��0 F �+ © 02-06-09 C �dMM O C� r� c En'j 0 O Ln Lo U Hw �� O O C) Z J � U) m ui J, C pQj rte- O X D � * Fcn4t- N Z O z U O ISSUE BLOCK D BY: F KLS BY: r -a W A O O 192 PROTO CYCLE: O � W �+ © 02-06-09 d C� r� 0 C) 0 O J � U) C � w z O ISSUE BLOCK D BY: F KLS BY: DRL PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 I� ROOF POWER PLAN ltb=209-001 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: E2,6:1 i ELECTRICAL SYMBOLS LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION GENERAL NOTES �0/0 INCANDESCENT OR HID FIXTURE WALL MOUNTED/CEILING MOUNTED 1. A. FURNISH AND INSTALL ALL MATERIALS, 1'x8' FLUORESCENT FIXTURE EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR —I 1'x8' FLUORESCENT FIXTURE, INTENDED USE AND IN STRICT ACCORDANCE EMERGENCY LIGHT WITH NEC, NESC, STATE, AND LOCAL CODES, 14 - 1'x8' FLUORESCENT FIXTURE, AND MANUFACTURER'S RECOMMENDATIONS.. PAY NIGHT LIGHT ALL NECESSARY FEES AND PERMITS. 1'x4' FLUORESCENT FIXTURE B. NO CIRCUITRY SHALL BE ALLOWED TO BE 1'x4' FLUORESCENT FIXTURE, ROUTED ACROSS THE ROOF OR THE EXTERIOR © EMERGENCY LIGHT SIDE OF THE EXTERIOR WALLS. ® C. ALL EQUIPMENT SHALL BE UL LISTED WHERE 1'x4' FLUORESCENT FIXTURE, NIGHT LIGHT APPLICABLE. 2'x4' FLUORESCENT FIXTURE D. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATION TO A MINIMUM. 2'x4' FLUORESCENT FIXTURE, EMERGENCY LIGHT TO BAR JOIST AND COORDINATE ANY DISRUPTIONS WITH STORE 2'x4' FLUORESCENT FIXTURE, TURN 90 DEGREES MANAGER, GENERAL CONTRACTOR AND STORE w ate} G SET-UP SUPERVISOR. D 2i w dz Pza PLANNING ® AWAY FROM WALL. z o NIGHT LIGHT 2'x2' FLUORESCENT FIXTURE 3 4"C ROUTED TO P''bi t�iF�ifi'�o60-jW60<00 E. ALL MOUNTING HEIGHTS SHALL BE TO as � � awc� z 2'x2' FLUORESCENT FIXTURE, BOTTOM CHORD OF BOTTOM OF DEVICE AS FOLLOWS, UNLESS NOTED O W�� yam=W�om EMERGENCY LIGHT / OTHERWISE: 0.w-c� a BAR JOISTS OUTSIDE 1 2"C, ROUTED EXPOSED u- wN<c NSW°'}zw SWITCHES: +44" ZO a�aO V oV0,w6Wa RESTROOM DOOR. RECEPTACLES: +18" f= 3 pwnlomww .z6oa ® 2'x2' FLUORESCENT FIXTURE, ,� c� a a a� z o a z NIGHT LIGHT CEILING L® ® EXIT FIXTURE / ° �zw< / XI VOICE DATA: +18 Q 2.-H .n_F o �dQ wu'w=ooNw INTERIOR FACE HANDY BOX AND EXIT F. CONTRACTOR SHALL VERIFY ALL WALL �Wgqw����S-a'rh'-F (WALL o��ia�� MOUNTED CEILING MOUNTED BOX MUST BE ON g EMERGENCY FIXTURE (TWO HEAD/ONE HEAD) WALL FACING CMU BOND OF WALL COVER. SEE INSET. FINISH THICKNESSES BEFORE INSTALLING BOXES. N F-.v-a!Mw, ww< STALLS—,BEAM 1/2"C FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED. SWITCH, SINGLE POLE MASONRY §! 04 CONDUIT 4 SQ. BOX SURFACE � o 3 SWITCH OPENING MOUNTED ON WALL. Q o 00 4"x 4", G. ELECTRICAL CONTRACTOR SHALL VERIFY ou,� o FIRE ALARM HORN/STROBE THAT ALL PANELBOARDS HAVE CIRCUIT BREAKER `vo� 3-WAY STRAP ` x 2 T/8" HANDY BOX g \ BY OTHERS. KNOCKOUTS PROPERLY COVERED AND THAT ALL G 2g $4 L / K SWITCH, 4-WAY o BOX FLUSH AND COVER DOOR HEAD MOUNTED / \ 8 X TRIM IS IN GOOD CONDITION, ALLOWING NO v•- a ACCESS TO LIVE PARTS. 5 SWITCH, KEYED _" 0 v o HINGE SIDE H. CONTRACTOR SHALL VERIFY THAT ALL NEW N to w 0 D SWITCH, DIMMER OF DOOR, TYP. Q ~ °o CIRCUIT BREAKERS AND/OR FUSIBLE SWITCHES z mCD c, 1/2" BX BEING ADDED TO EXISTING PANELS ARE AIC o rn +. o X MOUNT BOX "Coo 0 RATED TO THE EXISTING PANEL RATINGS AS D • ,� �OS OPPOSITE CONNECTOR / oQo J ,�•-.� v SWITCH, OCCUPANCY SENSOR o WATER CLOSET DOOR HEAD APPLICABLE. V)$VS SWITCH, VARIABLE SPEED o AND STALLS DOOR FLOOR z SECTION AT FRONT 2 A. ALL WIRING SHALL BE #12 THHN COPPER IN $M SWITCH, MANUAL MOTOR BOND BEAM VIEW INTERIOR DOUBLE DOOR NOTE: 1/2" CONDUIT, UNLESS OTHERWISE NOTED. IF BRANCH CIRCUITS EXCEED 65 FEET IN LENGTH, VIEW ATTACH .HANDY BOX TO DOOR $P SWITCH, PILOT LIGHT FLOOR HEAD. CONNECTIONS FROM UPSIZE CONDUIT AND WIRE PER NEC. HANDY BOX TO DOOR SECURITY B. ISOLATED GROUND CIRCUITS SHALL NOT BE o RECEPTACLE, DUPLEX l DEVICES BY OTHERS. 1 /2" BX RESTROOM ROUTED IN SAME CONDUIT AS NORMAL POWER CONNECTOR BY EC. CIRCUITS. O O w RECEPTACLE, .DUPLEX, C.� C.� MOUNTED HORIZONTALLY STROVE CONDUITHORN/STROBE C. FINAL CONNECTIONS: WHERE 20A BRANCH a RECEPTACLE, DOUBLE DUPLEX g AND SECURITY SYSTEM C O N D U I T7CIRCUITS HAVE #8 AND LARGER WIRE CALLED OUT, #10AWG WIRE MAY BE USED FOR THE N Z NTS 06.14.01 WREP15 NTS 01.04.07 WREP04FL FINAL CONNECTION (15' MAX.). 1'f RECEPTACLE, DUPLEX ISOLATED GROUND � O RECEPTACLE, DOUBLE DUPLEX, 3. EXISTING ELECTRICAL AND ALARM: � ISOLATED GROUND A. WHERE DEMOLITION OR NEW CONSTRUCTION � 9 RECEPTACLE, SIMPLEX TWIST LOCK, INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON RECEPTACLE, DUPLEX TWIST LOCK, DRAWINGS, PROVIDE LABOR AND MATERIALS TO Li c REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN a, c EXISTING OPERATION. O 0 RECEPTACLE, SIMPLEX TWIST LOCK, ISOLATED GROUND C=r � o -® RECEPTACLE, SPECIAL B. IF DEMOLITION OR NEW CONSTRUCTION DISRUPTS EXISTING UNDERGROUND SERVICES Cp RECEPTACLE, SIMPLEX (ELECTRICAL, TELEPHONE, PARKING LOT LIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND w U� RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND LABOR AS REQUIRED TO REROUTE, SLEEVE, OROTHERWISE REWORK THESE SERVICES TO � O SPECIAL SYSTEMS JUNCTION BOX MAINTAIN THEIR EXISTING OPERATION. (LETTER DESIGNATES SYSTEM) � O JUNCTION BOX3/4" CONDUIT ROUTE TO BOTTOM C. EXERCISE CAUTION AROUND ALARM AND o (WALL MOUNTED/CEILING MOUNTED) CHORD OF BAR JOISTS OUTSIDE 3/4"C ROUTED CONCEALED SECURITY CABLES DURING DEMOLITION AND 0 JUNCTION BOX, ALARM SYSTEM CASH OFFICE DOOR. FOR NEW CONSTRUCTION CONSTRUCTION. PROTECT ALARM AND SECURITY A (WALL MOUNTED/CEILING MOUNTED) 3/4 CONDUIT ROUTE TO MOUNT J-BOX AT +80 AFF MAX. CABLES FROM ACCIDENTAL DAMAGE SO THAT EXPOSED FOR EXISTING WALLS. SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. ISSUE BLOCK IN AREAS WITH. NO OPENING D. DISPOSE DIRECT CONNECTION TO EQUIPMENT OF ALL REMOVED MATERIALS, [h NON-FUSED DISCONNECT 1'-O" ABOVE BAR JOISTS UNLESS OTHERWISE NOTED. Z FUSED DISCONNECT AND TURN 90' AWAY FROM 4. EXISTING ELECTRICAL DEMOLITION: WALL FOR SECURITY ROOM. A. GENERAL: REMOVE OR RELOCATE EXISTING SNATCHED/NEUTRAL CIRCUIT, FLEXIBLE, CONCEALED IN WALLS OR ' ELECTRICAL EQUIPMENT CONDUIT, AND WIRING TRAVELERS CEILING, E INDICATES EXISTING LEVITON #4710 LEVITON #6490 . HANDY BOX WITH COVER 2 IN. / \ AS INDICATED ON THE DRAWINGS, OR ONLY AS ,c c�Ra°o WIRING / \ TWIST-LOCK IN-LINE GFI REQUIRED BY DEMOLITION. REMOVE ALL - `��» CIRCUIT IN RMC, CONCEALED IN FLOOR SLAB, RECEPTACLE PANELS, DISCONNECT SWITCHES, BOXES, RELAYS, E INDICATES EXISTING WIRING LEVITON #4710-IG AT CASH OFFICE CONCEAL 8�� HINGE SIDE TIME SWITCHES, LIGHTS, DEVICES, ETC., WHICH LEVITON CONDUIT AND FLUSH MOUNT / \ WILL NOT BE REUSED. OF DOOR, CIRCUIT IN RMC, CONCEAL IN WALLS #6490 TWIST-LOCK WHERE POSSIBLE, E INDICATES EXISTING WIRING IN-LINE GFI RECEPTACLE BOX INSIDE WALL TYP. LL- ROUTE CONDUIT TO BOTTOM LL CHORD OF BAR JOISTS AND x B. CONDUIT AND WIRING TO BE ABANDONED IN Q Q CEILING SPACES AND OTHER NON-PUBLIC -/- /- VOICE/DATA, TELEPHONE/DATA TURN 90 DEGREES AWAY FROM = o AREAS (I.E., THROUGH STOCKROOM AREA): CUT d v d =DATA ONLY, v =VOICE ONLY ALL. IN AREAS WITHOUT � WIRING LOOSE AND VOICE/DATA, FLUSH FLOOR WREMOVE FROM RACEWAY(S), ,,,-FURNISH AND INSTALL NEMA 3R \ / CEILING, ROUTE TO BAR LEAVING RACEWAY(S) IN PLACE. CONDUIT TO 012 X12 X6 HINGED, LOCKABLE, JOIST AND TURN 90 DEGREES Q LOW VOLTAGE CABLE BOX FOR OTHER BE ABANDONED IN WALLS OR FLOORS SHALL GASKETED, WEATHERPROOF JUNCTION / AWAY FROM WALL. BE REMOVED BACK TO FINISHED SURFACE AND BOX (WOFFMAN #A-1212CHNF OR CAPPED INSIDE. REPAIR SURFACE(S) TO MOTOR j, EQUAL) SURFACE MOUNTED 24" Ll ABOVE SIDEWALK. FLOOR MATCH ADJACENT. TELEPOWER POLE FLOOR C. ALL CIRCUIT BREAKERS SERVING BRANCH INTERIOR VIEW CIRCUITS TO BE ABANDONED OR REMOVED ELEVATION OF INTERIOR GUN ROOM CASH OFFICE SHALL REMAIN IN RESPECTIVE PANELBOARD FOR CHECKED BY: KLS D PUSH BUTTON 1" CONDUIT TYP / SIDEWALK/GARDEN FUTURE USE, UNLESS NOTED OTHERWISE ON DRAWN BY: PLG BELL CENTER DRAWINGS.SECURITY SYSTEM CONDUIT l O HORN /STRODE CONDUIT 5. EXISTING FIRE ALARM TAMPER AND FLOW PROTO: 192 2 SMOKE DETECTOR CASH REGISTER DETAIL SWITCHES, AND ASSOCIATED ALARM WIRING PROTO CYCLE: 01-09-09 GD ENERGY TEMPERATURE SENSOR 6 NTS SECURITY ROOM/CASH OFFI.CE NTERI0R OPENINGS SHALL REMAIN, IF IN GOOD CONDITION. IF NOT 5q- IN GOOD CONDITION, OR IF THERE IS NO ALARM DOCUMENT DATE: 02-06-09 06.13.01 WREP01 NTS 06.13.01 WREP14 NTS 02.22.08 WREP13FL WIRING, FURNISH AND INSTALL CONDUIT, BOXES, FLUSH MOUNTED PANELBLBOAR AND FITTINGS AS SHOWN ON THE FIRE ALARM SURFACE MOUNTED PANELBOARD ABBREVIATIONS TAMPER AND FLOW SWITCH CONNECTION DETAIL AND AS REQUIRED BY STATE AND LOCAL CODES AND/OR ORDINANCES. CONNECTION TO FIRE a, b, c LOWER CASE LETTERS .INDICATE IG ISOLATED GROUND PROVIDE 4 11/16"x UNISTRUT MOUNTING CHANNEL. ALARM WILL BE BY WAL-MART ALARM DIVISION. SWITCHING CONFIGURATION IRC INTER-REGISTER PROVIDE 1/2" CONDUIT, CAULK 2 1/8" BOX. CHANNEL IS SHOWN ROTATED 6. ETHERNET CABLE: AFC ABOVE FINISH COUNTER COMMUNICATION AND MAKE WATERTIGHT. UNISTRUT CLAMP 90 DEGREES FOR CLARITY. AFF ABOVE FINISH FLOOR ISP LIG STORE PROCESSOR TO NEAREST 120V CIRCUIT A. FURNISH AND INSTALL JUNCTION BOXES AND AFG ABOVE FINISH GRADE K LIGHTING CONTROL UNIT DATA CABLES CONDUIT, AS SHOWN ON PLANS AND AS C CONDUIT K KEY OPERATED PROVIDE WATERPROOF BOLT OR CLAMP SECURELY PROVIDE 50 VA 120 12/24 VOLT REQUIRED BY LOCAL CODES AND/OR CCT CIRCUIT N NEUTRAL ROUGH-IN BOX FOR / TO BUILDING STRUCTURE. CF CEILING/CIRCULATION FAN NTS NOT T I SCALE L.E BELL AS REQUIRED. 1st TRANSFORMER IN NEMA 1 DO NOT DRILL HOLES IN, ORDINANCES. D DATA P WITH PILOT LIGHT EC ELECTRICAL CONTRACTOR RH RADIANT HEATER ENCLOSURE. TRANSFORMER TO JUNCTION BOX WITH OR WELD T EF EXHAUST FAN REC I` 0 STRUCTURE. REFRIGERATION ON HAVE PRIMARY AND SECONDARY COVER MOUNTED TO B. ETHERNET CABLE IS FURNISHED BY OTHERS. •�` EP EXPLOSION PROOF ELECTRICAL CONTRACTOR SPRINKLER SYSTEM ELECTRIC BELL FUSE BLOCKS. PROVIDE EWC ELECTRIC WATER COOLER RMC RIGID METAL CONDUIT (BY SPRINKLER CONTRACTOR). UNISTRUT FUT FUTURE SC SECURITY CAMERA -� 3 X 3" 1/4" ANGLE BETWEEN TRANSFORMER, ENCLOSURE, AND C. ELECTRICAL CONTRACTOR SHALL INSTALL GR GROUND SF SUPPLY FAN 1� BAR JOISTS AT PANEL POINTS. WATER FLOW SWITCH (BY FINAL CONNECTIONS. ° ° CABLE IN POWER POLES. GFEP GROUND FAULT EQUIPMENT TYP TYPICALSPRINKLER CONTRACTOR). o o ° ° PROVIDE 3/4" CONDUIT PROTECTION WH WATER HEATER ! ) GFI GROUND FAULT CIRCUIT WP WEATHERPROOF TO 12x12 „ ENCLOSURE. LAY-IN CEILING, / LIQUID INTERRUPTER UH UNIT HEATER PROVIDE 3/4" TYP. GF GABLE FAN UNO UNLESS NOTED TIGHT CONDUIT. IL PROVIDE . ...- HD HAND DRYER OTHERWISE 4_:_::: E 1 /2 FLEXIBLE j 7BAR X SECURED TO SUPERVISORY (TAMPER) CONDUIT FOR 24 VOLT NOTE: ANY SYMBOL (EXCEPT WIRING) SHOWN DASHED MEANS EXISTING TO 4JOIST OR SWITCH (BY SPRINKLER WIRING. 1/2" FLEX, LENGTH REMAIN IN PLACE. GING. CONTRACTOR) SWITCH ,J - „ AS REQUIRED.3 SECTION TELEPOWER SHALL BE LOCATED IN PROVIDE 3/4_. POLE FURNISHED BY LUMS GRIP STRAIN THE 12 O'CLOCK FLEXIBLE CONDUIT. OTHERS l RELIEF CONNECTOR THREADED INTO STEEL POSITION. ' GENERAL POWER CIRCUITS ARE TO ff HAVE TWO (2) POWER POLES PER BOX COVER. J PROVIDE ALARM JUNCTION 20A CIRCUIT MAX. BOX FOR EACH VALVE ,UPS ISOLATED PROVIDE 1 1/4" PIPE SLEEVE. _ ..::__.--.._ ....._ _._. .._.._ _.,,...__ _......... GROUND CIRCUITS ARE TO HAVE SO CORD AS SPECIFIED CAULK AND MAKE WATER TIGHT. AND STUB-OUT. SIX (6) POWER POLES PER 20A FOR EQUIPMENT. _ ._...... _. CIRCUIT MAX SELF CHECKOUT SPRINKLER RISER ISOLATED GROUND CIRCUITS ARE TO HAVE TWO (2) POWER POLES PROVIDE EMPTY CONDUIT(S) PER 20A CIRCUIT MAX. CONNECTOR AS WITH PULL STRING FOR REMOTE SPECIFIED FOR - SYSTEM DEVICES AS REQUIRED. ANCHOR FIRMLY TO DATA CABLES EQUIPMENT.INSIDE OF CABINET STRUCTURE. FINISH FLOOR SPRINKLER SYSTEM TAMPER POWER DROP DETAIL AND FLOW SWITCH CONNECTION3 NTS 06.11.04 WREP24 CHECKOUT STAND ELEVATION NTS 06.07.01 EF11 NTSELECTRI CAL 08.09.04 WREP25 DETAILS SHEET: E3 II 1),' I I KEYNOTES !I SECURE CONDUIT WITH CONDUIT CLIPS (CADDY TYPE 1/2"C TYP 16.225 ELECTRONIC ARTICLE SURVEILLANCE SECURE CONDUIT WITH G3000 SYSTEM: MOUNT JUNCTION BOX AT 1/2"C TYP CONDUIT CLIPS AS 8P OR EQUAL) AS REQUIRED. RACEWAY C] C1� u " : _ [� : ' ' TRUSS, EXTEND CIRCUIT AND REQUIRED. TERMINATE TO RECEPTACLE I N EA S 1 1 1 u , 0 D D o a o .co o o o o o c p° ` G C:U GJ ? ( { p, , r (rC'1 i r i �' , ENCLOSURE UPON INSTALLATIONOF f , o o v o ::i 0 o n , , o ) t::, r, ii,ca_ a p a a > ro 0ct C) a U� p i:'. c7 r) i; ) iI no D U o :a J rl _ D 0 U a 0 EAS SYSTEM. PROVIDE 8'-0" OF15 0 D o D a t:I D ; a a � LIQUID-TIGHT FLEXIBLE METAL l.f , i:J <> 0 0 O iY Li o O G CJ D O O y11 C`:CI 1 ri ) r? U ) ';:, i11 nCJ ci C, C, 'p i• . o c 0 o ) o 0 n u n cn o 0n cca r I, CONDUIT (WITH PULLWIRE) FROM EAS 0C< 0 0 0 Cc> u o o Q Q 0 r., Q u 00 c.0 ir, o _, uCt cJ a o 0 o a a u ,`,Ci ENCLOSURE TO ADJACENT EAS co f> Lr, 0 0„ U C, c D 0 ] .:1 a c., ct ti r a o O= D p D o D L7 _, n, f.I PEDESTAL. PROVIDE 3/4 CONDUIT -_ — _ _ - _ .1 GONDOLA D D D D o D Iasi Iasi Iasi a a (WITH PULL WIRE) FROM ENCLOSURE, ' as Iasi 0 0 0 r , o o D D 0 n r.J ROUTED U TO TRUSS OVER AND DOWN r� � _ CJ1 r ,1 .> <, SHELVING o i, ,: C, t> r,! i:J <� :1 rJ r, : ,", �J I r> r, D C:, �� t, <, :> r> r, r:� <:! CJ <) C> ,a� �W! ,.1 C, f GONDOLA „ „ATE POST OPPOSITE FROM „ a D D C _ UNIT TYP G ff SHELVING , I, , r, , , , „ 0 r J D D o t „ + i ,� r. ., , ^, i. D � _. .� a _, � , ,.. , <., ! ,J ,., ,. ,. I c� o C. _ � . D . ., ,) ,1 ., ,> ,: lJ r"' [.I :> r:, r:! r! .J r coC, tJ c, :! ,a rJ a I <, <, ENCLOSURE. PROVIDE 6 -0 OF o r') o c c r: c, O (, C, 1, C', o o Lf l:` '> 0 0 o CI a O c> c! o Ict c', o o o �I o cY UNIT TYP o D D D D D �I 4, a LIQUID -TIGHT FLEXIBLE METAL a a a :, o ,: n :. , CONDUIT AT EACH END OF CONDUIT. o � o v r , r, n ] Ca c, o o u a o p [] ,., c! o u 0 :, a o �I o a ff ......:..........- --- :..---------------__,..._ .._._..�... _..._...�....__..._... __, f._..__._. _.._......-----.__.__ � .. f� PROVIDE A 3/4 CONDUIT (WITH PULL ...,..... ,._,,..,.._..__..._. .._ _ .__..__.. ,.. _.—.. ..... ,..... n �, _. ,.. __. L _ 0 o C, 0 0 „ « aI WIRE FROM ENCLOSURE TO SEASONAL W o~� 7I ++ ,-, o In O ., a) ,.. � ::. .:1 c.. O ., ., o � a �� , ,! .., rJ CJ ;:1 ,. �� ci ,, r:J� N � y,• � � a O W Z a d :! c:, o n , o o ri o r.: , ,;� la o :1 c! u. r.7 � c! _: o 0 o L I Ir.. r,HO ACCESSIBLE CEILING E ra _ 4gZZ _, V o ,.> (�! O (J Q t:i o .. .. ., J t. ,. :� � ") r) o o C! Cl) ,�: n o o o C, D o 0 "1 ;? p r', (, o o 0 t) r 0 ., , �') r, .a ,1 ." I, J ,. tJ J U .. a F S O Z N X o o ;.i a o o n n r, , CI r n � 0<PSaz< Z V) , P AC ESS CE NG SPAC � v .. n 1 ., > c. _ ,.. , i o 1 n � o � r r < z Q 1 f:i u C o r? i;a a c '> > o C� :: r:J 1 0 0 0 o ., , ., , _� _� i o ., . w F- t� \O p J Hj w (ri Q V (Oj � t.l _ 0 G C �> a _ - _ 4., ,, r, is -.� u ..7 ,; i, ;) �) ,> o r,� :, a ,., o o o i,, 1f i::', iJ ,I C, ., _ a r, of r, <;, 16.W04 .120 VOLT GENERAL. POWER � <,'488N CI � 1 � [I ,, cn�— Fi7oow r r, r,w — w m D D 1 D C, r; ,. R I T RN N 0k a N _ r� rI � 1 CI CU (S) FURNISH AND INSTALL ZN Xc�wZ_ ,.. O ,. ,J . , , o C O r7 G ;, c c; o o ,':,� r, a o � D Ir! o , CI a o r.) c ,, ra , rl _ ., r. o n :; r o u � « _ ., , �� <, CUI � a � +IY3 �'a r' r"1 r 0 r o r'., r r., 0 1, C r., ,, ., ,, r,. r P ) f z cn (� O Z2866". w a a NEW 20 AM 120 VOLT CIRCUIT(S), T(S a¢a oW po .. o t, r1 :: u OR A SPECIFIEDDRAWINGS. o w o o c, u D c! C o u c n u CI u u o b. ! , .> , I:I ”! o r-, 0 c I1 ' r.; 0 le! ; :a c �I' C! r7 0 CJ 3" V � b N � a� L, s .: � o ,_ o r� c. c; i1 o e.J o o � _ , , - 0 o , r, o FEED FROM NEAREST 120 VOLT PANEL �d '�aW,o626,Rz 7 ,1 O CJ a u o o Q u a L, 1� ' ... i � n ,.. o ..� ..1 6 C .:� �:) � :: r7 r} Ci I CJ (:;, C. c o i) ra :i O yJ r.) Ci o ' J N O O ~ 0. Ltl W 0.O F a O �. o J D a o 0 o c o 0 o I:. o o Ct o r', „I 4 — m w c tom.,- ti -- -> „ - �._ Q [.._ . WITH ADEQUATE SPACE AND AMPACITY. aac� wv�z ��nc>>�Ng u __._,... I _ - _ _ < o a o o o 0 0 0 0 0 'II c., r, _.. __._..... ...... ........ _—._ _ OOSN~�� wU OWSW C,a , ., 1 _ _. D a_<-, ._U... C ,,, ( ITS �" A CIRCUIT BREAKER FOR CIRCO j NNS zL�'k' o�css�W _.__.___.__ ..........__ ..._IIII _... _- _._..� INDICATED WITH (GFI) SHALL BE �o�'J?aWna��aR - CONTRACTOR NOTE: THIS DETAIL IS ONLY TO SHOW HOW THE G3000 RACEWAY AND CONDUIT IS TO GFCI TYPE FOR PERSONNEL PROTECTION. BE MOUNTED TO A TYPICAL GONDOLA. REFER TO POWER PLANS FOR LENGTH OF G3000 RACEWAY >oo CONTRACTOR NOTE: THIS DETAIL IS ONLY TO SHOW HOW JUNCTION BOXES AND CONDUIT ARE r AND NUMBER OF RECEPTACLES. EXACT LOCATION OF G3000 RACEWAY IS TO BE DETERMINED BY o n TO BE MOUNTED TO A TYPICAL LOW GONDOLA. REFER TO POWER PLANS FOR NUMBER AND 16.W71 VOICE/DATA: FURNISH AND INSTALL LOCATION OF DEVICES FOR INDIVIDUAL POWER DROPS AND GONDOLA DISPLAYS. STORE SETUP SUPERVISOR. COORDINATE EXACT LOCATIONS PRIOR TO INSTALLATION. 50 1 AN OUTLET BOX WITH COVER AT EACH �� 1 M LOCATION SHOWN, AND 3/4" CONDUIT O 6 �,4 "q - LOCATION PULL WIRE, FROM EACH BOX TO LOW GONDOLA POWER MOUNTING DETAIL G3000 RACEWAY MOUNTING DETAIL END BAR JF CO PROVIDE BUSHING ON � 0c Lo o v NTS V NOT COMBINE CONDUIT JOISTS. ONE DROP ~916 W oo� 05.17.07 WREP50 NTS 05.17.07 WREP49 z mN WITH CONDUIT ROUTED FROM BOX -TO- ¢ „BOX. INSTALL INDIVIDUAL CONDUIT -c oa- u TO EACH BOX. N z 0 v a FURNISH STRUT AT IF JOISTS ARE GREATER THAN 10'-0", w INTERVALS NOT CONTRACTOR TO FURNISH AND o EXCEEDING 10'-0". INSTALL P1000 UNISTRUT TO SPAN w JOISTS. FASTEN BUS TO STRUT AT O D INTERVALS NOT EXCEEDING 10'-0" VIEW C P1000 UNISTRUT VIEW B © C7 W VIEW A I VIEW A BUSWAY 0 O � „ z PLUG-IN BUSWAY � I � W a DISTRIBUTION BOX I � BAR JOIST, TYP PLUG-IN Q � Q QUADRUPLEX RECEPTACLES DISTRIBUTION C BOX TO BE MOUNTED TO TOP OF 1/2"C TYP1 /2"C TYP1 /2"C TYP GONDOLA FACE UP, TYP �+ w it J 'I_ 1 pq CONDUIT TO BE PARALLEL WITH STRUCTURE PERPENDICULAR TO STRUCTURE z LIGHTING ROUTED ALONG TOP LIGHTING CANOPY OF GONDOLA, TYP FOR JOIST SPACING 10'-0" - -- CANOPY - , HOOD � ,, SECURE CONDUIT WITH CONDUIT o HOOD CLIPS CADDY TYPE 8P OR " 1/2"C TYP CONDUIT TO BE DUPLEX RECEPTACLES TO ( OR LESS, FASTEN BUSWAY 3/8 BOLT -- - - EQUAL AS REQUIRED. 1 4 BOLT NUT AND SHELVING ROUTED ALONG TOP BE MOUNTED TO TOP OF ) / TO BOTTOM SIDE OF TOP u OF GONDOLA, TYP GONDOLA FACE UP, TYP LOCKWASHER CHORD OF BAR JOIST. MOUNT ROD it GONDOLA MOUNT HANGER ISSUE BLOCK' „ r1 ' DISPLAY 0 0 , o „ a UNIT TYP c1 o [: _ - -- „ „ u [i 11 f - NOTE C TYP c D n C NOTE C TYP-/u IJ rl 0 0 ", n cl :1 D f•, 1 r:;J r-, :; .. ) ,,. . .., , > .. .. .. G p n „1 - -- v P1000 UNISTRUT ...... . _. _ _.. . _ __ _ BUSWAY � , . 11 u r - GAME 0 o D c, D r. r, ,'f o - GONDOLA REQUIRED s DISPLAY ° u 11�. o n SHELVING UNITTYP � - , rr ., ,, ,. a ,1 � � � J � �, ,- � , „ 1 VIEW A [ UNIT TYP LJ - 0 „ o [1 o t, o �� PERPENDICULAR TO STRUCTURE i[ .a ,. f, .J ;':;. J C,. ii O CJ (, :; rl C:• - :.:) C, ,) n O U O o 0 j, - u ti p , D ,1 /4 BOLT, T, " r, P1000 1/4" BOLT, NUT, AND r; r, I, ", 1 [, r,. � � , �, , [� , r 1 OL NU AND _ LOCKWASHER / P1000 FI D D o , D D [' UNISTRUT LOCKWASHER 1 , , UNISTRUT „ J 11 i, o r , o r_. D 0 ° u 0 0 1 NOTE A TYP o ,,, D L + n ,. � �� oo �_. r NOTE TE A TYP ", o ,.1 v, BUSWAY 0 A t, C 11 a a C r:, �� NOTE B TYP o o , r r:, r; o[ ., c rl C a „ 0 p o o c, r , :.) D D o r t r J ... .. _.. ... ....... ..._._. --_ -' , ..... .........: ..._-- ,....._� o u c,. ';, L! r:, , :., n r, r., :1 [.1 ;:, r, :, cJ c :::I ;, ;., . i r'. n a D fa o c c, i C7 LI r ' o p o , 0 1 FRONT VIEW SIDE VIEW REAR VIEW _ �° - -. i[� VIEW B VIEW C BUSWAY CHECKED BY: KLS NOTES: DRAWN BY: PLG CONTRACTOR NOTE: THIS DETAIL IS ONLY TO SHOW HOW JUNCTION BOXES AND CONDUIT ARE TO CONTRACTOR NOTE: THIS DETAIL IS ONLY TO SHOW HOW JUNCTION BOXES AND CONDUIT ARE A. SUPPORT P1000 UNISTRUT (EVERY 10' MAXIMUM) FROM STRUCTURE. BE MOUNTED TO A TYPICAL GAME DISPLAY GONDOLA. REFER TO POWER PLANS FOR NUMBER TO BE MOUNTED TO A TYPICAL GONDOLA. REFER TO POWER PLANS FOR NUMBER AND B. ATTACH BUSWAY TO P1000 UNISTRUT AT TWO PLACES MINIMUM, 12" FROM EACH END OF FIXTURE. PROTO: 192 AND LOCATION OF DEVICES FOR INDIVIDUAL POWER DROPS AND GONDOLA DISPLAYS. LOCATION OF DEVICES FOR INDIVIDUAL POWER DROPS AND GONDOLA DISPLAYS. C. DO NOT DRILL, OR OTHERWISE MODIFY, STRUCTURE. PROTO CYCLE: 01-09-09 GAME DISPLAY POWER MOUNTING DETAIL GONDOLA POWER MOUNTING DETAIL OPEN STRUCTURE BUSWAY MOUNTING DETAIL DOCUMENT DATE: D2 -D6 -D9 7 NTS 05.17.07 WREP48 6 NTS 05.17.07 WREP47 5 NTS 02.16.06 WREP37 HOT -BLACK HOT -RED PROVIDE TIE WIRES FOR j WHITE -NEUTRAL BOX HANGER (TYP) GREEN -GROUND C TWIST LOCK FLEXIBLE METAL CONDUIT (SIZE AS REQ'D). STEP 1 NEMA L14 -20R CLIP TO BOX HANGER AT MAXIMUM 4'-6" LOCATE POWER BOX BY RED PAINT ON SPACING. ROUTE FLEXIBLE CONDUIT UP TO TRUSS OR BY DRAWING. POWER 208V 20AMP JUNCTION BOX AT BAR JOIST. ADJUSTABLE T -BAR BOX HANGER TO STEP 2 NEMA L14 -20R TO TOP OF 4 WIRES DEDICATED THD SPAN 24' LENGTH OF CEILING TILE. (BOX <<w DICA „ ATT OT SUPPORT PER NEC ARTICLE 370-23d.) NOTES: TRUSS. RUN CONDUIT 2' FROM BOX. 1 NEUTRAL T -BAR 1 GROUND (1) CONNECT VENDOR FURNISHED 12/3 AWG SEALTITE WHIPS TO JUNCTION BOXES. I f TRUSS7- (2) GFI PROTECTION FOR CIRCUITS PROVIDED IN SYSTEM. BIKE OR - i SOFT LINE i i f EAS SYSTEMS TO BE INSTALLED AT EXIT AREAS STEEL COVERPLATE NOT ARMED WITH PANIC HARDWARE. FURNISH LAY -IN CEILING LEFT SIDE OF PROVIDE SEPARATE PREP AND INSTALL BRANCH CIRCUITRY AS REQUIRED. AQUARIUM WALL NEUTRAL FOR EACH REFER TO DRAWINGS FOR STATION COORDINATE EXACT LOCATION, AND ALL JUNCTION BOX j CIRCUIT .. :.,.. _.... _..."uCIRCUIT LLIDENTIFICATION MOTOR N f REQUIREMENTS INCLUDING ROUTING OF CONDUITS, FLUSH MOUNTED "KELLUMS" GRIP �.... _.. _.. 6�'0��_. __.-_----_-._--- 2 HPYTAND DEVICE LOCATIONS WITH THE GENERAL IN LAY -IN SIZE AS CONTRACTOR. CEILING. REQUIRED P Q TWIST LOCK OWER ' 208V 20AMP 16.W04 NEMA L14 -20R DROP CORD TO BE TYPE 16. W04 _.... - .. 1.._._ _ ....... _. ............._._ - - FURNISH AND INSTALL NEW NEMA L14 -20R RECEPTACLE 16.W71 SO - SIZE AS P1 J P2 J WITH COVER MOUNTED AT TOP CHORD OF BAR JOIST. 16.225 REQUIRED L1 _ 1f-0" 1' - MANAGER. NEW OAAMPA 208 CONSTRUCTION C RCI T J .AWP TERMINATE WITH DEVICE AS NOTED _ p ON EQUIPMENT SCHEDULE. d ! AS REQUIRED FED FROM NEAREST 208 VOLT PANEL F-.._.____.' P1 - HEATER�r---__m .. L1 LIGHTING MOUNTING HEIGHT TO BOTTOM AS 1j PROVIDE INDICATED O LLUMS EQUIPMENT GRP IFCJ SCHEDULE. P2 PUMP/CHILLER WITH ADEQUATE SPACE AND AMPACITY. VERIFY EXACT MOUNTING ff " HEIGHT WITH SYSTEM ELECTRICAL IS USED. - --- INSTALLER. DETAILS B I CYCLE 4 AQUARIUM WALL POWER PLAN POWER DROP DETAIL EAS SYSTEM POWER PLAN SUSPENDED DROP CORD NTS 05.25.01 EP06 3 2 NTS 05.01.07 WREP07 NTS WREP35 NTS 12.09.99 EG04 II -. SHEET: E3.1 i w c != mgr O 9 4-1 21 ¢" L, w p-R�3 ppQ��¢FriO�.� 200 two m50<00 � << won� mO w 5 Li w-0 wwz9oa>. Z y()6ZMt-60:`aw�wx ¢C��z3U2Ww�o�6iaF Wz Di -wm°sUK�Z�oOJ azgo°�-a 4� j F�yWt/1UQ jNJ 0 p m0I0X meo w NN Z�f woozww �.a!pNaJL 4<W<ww< KLS DRAWN BY: ?210 c -- 'C 000 O D 192 w c != mgr O 9 4-1 21 ¢" L, w p-R�3 ppQ��¢FriO�.� 200 two m50<00 � << won� mO w 5 Li w-0 wwz9oa>. Z y()6ZMt-60:`aw�wx ¢C��z3U2Ww�o�6iaF Wz Di -wm°sUK�Z�oOJ azgo°�-a 4� j F�yWt/1UQ jNJ 0 p m0I0X meo w NN Z�f woozww �.a!pNaJL 4<W<ww< ISSUE BLOCK CHECKED BY: KLS DRAWN BY: ?210 c -- 'C 000 O D 192 PROTO CYCLE: N �(� r, DOCUMENT DATE: 02-06-09 w 2 pC z O a)EM - n M o O A 2 r- 0 (n (n W CO I- Z a O CD M N Q o Q y C �Nla- Li Z a w O U z ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: O � DOCUMENT DATE: 02-06-09 z p o r0 a O0' � � � o � � a w z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 PARTIAL ELECTRICAL RISER DIAGRAM SHEET: E 4 CONTACTOR SCHEDULE LABEL AS SHOWN: SCHEDULE TRANS. KVA PRIMARY SECONDARY ENCLOSURE COIL CONTACTS NOTES VOLTS PHASE WIRES VOLTS PHASE WIRES NO. LOAD SERVED 208i12OV, 3PH, 4W VOLTS 110 FT. 165 FT. Cl PRODUCE SPECIALTY NEMA -1 277V 60OV, ELECTRONICALLY 3 LIGHTING 20 1 6OA-4P HELD C2 SALES FLOOR NEMA -1 277V 60OV, ELECTRONICALLY 1 LIGHTING DRY TYPE TRANSFORMER NOTES: 20A -4P HELD C3 ELECTRONICS NEMA -1 277V 60OV, ELECTRONICALLY THAT SPECIALTY LIGHTING AND 450.11. 30A -6P HELD NOTE: REFER TO SHEET EM1 FOR EMS CONTROL INFORMMATION. LP DRY TYPE TRANSFORMER SCHEDULE TRANS. KVA PRIMARY SECONDARY 325 FT. MOUNTING, NO. 6-10 AMPS VOLTS PHASE WIRES VOLTS PHASE WIRES 245 FT. LOCATION 208i12OV, 3PH, 4W 70 FT. 110 FT. 165 FT. 255 FT. MOUNT AS SHOWN T1 D3 75 480V 3PH 3W 120/208V 3PH 4W 3 ON RISER. 20 1 WITH TAPS 3 100 ELECTRONICS BUSWAY BL1A 4 5 SERVES: PHARMACY 20 1 NOTES A,B,C,D. DRY TYPE TRANSFORMER NOTES: A. GROUND IN ACCORDANCE WITH NEC 250.30. 7 B. TRANSFORMERS SHALL BE 150 DEG C RISE, MAXIMUM, WITH ANSI/NEMA MAXIMUM SOUND LEVELS. 1 C. CLEARANCE FOR VENTILATING OPENINGS SHALL BE NO LESS THAN THAT REQUIRED ON MANUFACTURER'S NAMEPLATE. NEC 110.13(B), 450.9 AND 450.11. MOUNTING: FLUSH D. EQUIPMENT SHALL BE MANUFACTURED BY CUTLER -HAMMER, SIEMENS, D. OR SQUARE D. 100 LP #12 #10 PANELBOARD #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 208i12OV, 3PH, 4W 70 FT. 110 FT. 165 FT. 255 FT. 0.18 1 8.48 Zm N ai 100A M.C.B. 3 PHOTO LAB CHECKOUT 20 1 0.18 1 8.48-7 3 100 ELECTRONICS BUSWAY BL1A 4 5 SERVES: PHARMACY 20 1 L 1,08 1 6.88 0.36 7.52 (NEW) GROUND BUS 7 LOCATION: PHARMACY 20 1 �.z., (n 8 ISOLATED GROUND BUS PHASER MOUNTING: FLUSH 1 _ 0.68 m 7.52 3 100 ELECTRONICS BUSWAY BL1A 10 10,000 AIC DL PRINTER 20 DESCRIPTION �� _ 1.60 5.80 0.72 2.69 BRKR PL KVA A KVA B I KVA C PLI13RKRI 20 DESCRIPTION 1 RECEPTACLES 14 20 1 0.18 0.24 _ 1.26 2.64 1 20 CHECKOUTS IG (1) 2 3 RECEPTACLES 20 20 1 0.18 1 20 RECEPTACLES 4 5 RECEPTACLES (11 20 1 0.68 1 0.18 TRAINING ROOM RECEPTACLES 0.90 - 0.72 1 20 RECEPTACLES 1 6 7 LASER PRINTER (2) 20 1 1 20 RECEPTACLES 8 9 EXHAUST FAN (2) 25 1 1 0.58 0.72 1 20 RECEPTACLES IG 10 11 WATER HEATER 20 1 0.18 0.96 1 2.00 1 0.54 1 20 RECEPTACLES IG 12 13 SPARE 20 1 1 20 ROLL UP DOOR 14 15 SPARE 20 1 1 1.08 1 0.907 1 20 PILL COUNTER 16 17 SPARE 35 20 1 1 1 0.00 0.00 L 0.52 _ 0.24 1 20 BLOOD PRESSURE MACHINE 1 18 19 SPACE AND PROVISIONS SPACE AND PROVISIONS SPACE AND PROVISIONS 20 21 SPACE AND PROVISIONS L0.00 0.00 0.000.00 40 41 SPACE AND PROVISIONS SPACE AND PROVISIONS 22 23 SPACE AND PROVISIONS SPACE AND PROVISIONS 42 0.00 0.00 1 0.00 0.00 21.03 21.8_4 19.08 SPACE AND PROVISIONS 24 25 SPACE AND PROVISIONS PER N.E.C. ARTICLE 220 SPACE AND PROVISIONS 26 27 SPACE AND PROVISIONS TOTAL 0.00 0.00 61.95 KVA 172 AMPS SPACE AND PROVISIONS 28 29 SPACE AND PROVISIONS FEEDER LOAD 61.95 KVA 172 AMPS 0.00 SPACE AND PROVISIONS 130 - _ -� 2.42 _0.00 4.18 -- 4.92 KVA PER N.E.C. ARTICLE 220 20 35 41 AMPS TOTAL LOAD 11.52 KVA 32 AMPS FEEDER LOAD 1 11.82 IKVA 33 jAMPS 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES AND PLANS ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. FINAL CONNECTIONS: WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE CALLED OUT, #10AWG WIRE MAY BE USED FOR THE FINAL CONNECTION (15' MAX.). 120 VOLT #12 #10 #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 70 FT. 110 FT. 165 FT. 255 FT. 277 VOLT #12 #10 #8 #6 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. L1 D3 PANELBOARD 208i12OV, 3PH, 4W 250A M.C.B. a W A SERVES: GENERAL POWER (NEW) GROUND BUS LOCATION: EDC 1 ISOLATED GROUND BUS MOUNTING: SURFACE 10,000 AIC � DESCRIPTION BRKR PL KVA A KVA B KVA C PL BRKR DESCRIPTION 1 PHOTO LAB CHECKOUT 20 1 0.18 1 8.48 Zm N ai 2 3 PHOTO LAB CHECKOUT 20 1 0.18 1 8.48-7 3 100 ELECTRONICS BUSWAY BL1A 4 5 PHOTO LAB RECEPTACLES_ 20 1 L 1,08 1 6.88 0.36 7.52 6 7 WIDE FORMAT PRINTER 20 1 �.z., (n 8 9 PHASER 20 1 _ 0.68 m 7.52 3 100 ELECTRONICS BUSWAY BL1A 10 11 DL PRINTER 20 1 _ 1.60 5.80 0.72 2.69 A O 12 13 STAND UP SP PRINTER 20 1 14 15 TRAINING ROOM RECEPTACLES 20 1 1.26 2.64 3 100 PHARMACY PANEL LP 16 17 TRAINING ROOM RECEPTACLES 20 1 _ 1.08 2.64_ 1.0_8 0.00 18 19 TRAINING ROOM RECEPTACLES 20 1 _ SPACE AND PROVISIONS 20 21 TRAINING ROOM RECEPTACLES 20 1 1.08 0.00 SPACE AND PROVISIONS 22 23 SPARE 20 1 0.00 0.00 O.00 W 0.00 1 SPACE AND PROVISIONS 24 25 SPACE AND PROVISIONS SPACE AND PROVISIONS 26 27 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 28 29 SPACE AND PROVISIONS 1 0.00 0.00 0.00 0.00 SPACE AND PROVISIONS 30 31 SPACE AND PROVISIONS SPACE AND PROVISIONS 32 33 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 34 35 SPACE AND PROVISIONS 0.00 0.00 0.00 0.00 SPACE AND PROVISIONS 136 37 SPACE AND PROVISIONS SPACE AND PROVISIONS 38 39 SPACE AND PROVISIONS L0.00 0.00 SPACE AND PROVISIONS 40 41 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 42 21.03 21.8_4 19.08 KVA PER N.E.C. ARTICLE 220 175 182 - 159 AMPS TOTAL LOAD 61.95 KVA 172 AMPS FEEDER LOAD 61.95 KVA 172 AMPS PLACED IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION DEVICES IN SAID BOARD 3. E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY THE REMODEL AND IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE TYPEWRITTEN PANELBOARD (800A ( 800A ( 800A C 600A ( 600A C 500A IDENTIFICATION SCHEDULE FOR ALL AFFECTED 3P \ 3P 3P \ 3P \ 3P 3P ' PANELBOARDS. I FUSE FUSE FUSE FUSE FUSE FUSE I 4. E.C. SHALL REPAIR OR REPLACE BROKEN HINGES AND DOOR LATCHES ON EXISTING - � I PANELBOARDS. I I COMPRESSOR HOUSE #2 NOTES: (EXISTING) I (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) I 1. EXISTING LOADS TO REMAIN 480Y/277V I I 480Y/277V 480Y/277V 480Y/277V 480Y/277V 480Y/277V 480Y/277V I COMPRESSOR HOUSE #1 AND TO BE REFED FROM SAME 225A 800A 800A 800A 200A 200A 800A CIRCUIT BREAKER IN EXISTING PANEL I PANEL PANEL PANEL PANEL PANEL PANEL PANELBOARDS ARE SHOWN IN H3B I H1 A-1 H1 A-2 H1 31 H1 P1 H1 P2 H1 B2 i LOWER CASE LETTERS. NEW,RELOCATED, OR MODIFIED LOADS ARE SHOWN IN UPPER CASE LETTERS, TYP. - - - - - - - - - - - - - - 2. NEW CIRCUIT BREAKERS SHALL BE LISTED FOR USE IN AND SHALL BE COMPATIBLE WITH T3D TPL T1 D3 T1 D EXISTING PANELBOARDS AND -....130 KVA i ---I25KVA 175KVA (75KVA (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) WITHSTAND SHORT CIRCUIT AIC 1480V I480V- 148OV 1480V- 480Y/277V 480Y/277V 480Y/277V 480Y/277V 480Y/277V - RATING. __I208Y/120V _ _.I208Y/120V2F _1208Y/120V 1208Y/120V 600A 400A 200A 600A 100A _ (EXISTING) I i _ (DEMO) _ (NEW) _ (EXISTING) I I PANEL PANEL PANEL I I PANEL PANEL I I H2A H2B H2P I I H4B H4C (DEMO) SPL 100A C1 3P I DISCONNECT T2B (EXISTING) I (NEW) (EXISTING) (EXISTING) (EXISTING) I I f 1150 KVA I I TFS T4D 208Y/120V l I 208Y/120V 208Y/120V 208Y/120V 208Y/120V I i 1 48OV- I I 112.5 KVA 150 KVA 110A I 250A 225A 225A 100A 1208Y/120V 480V- 480V PANEL PANEL PANEL PANEL PANEL (EXISTING) I208Y/120V___ 208Y/120V L3D I L1 D3 L1D-1 L1D-2 L1U (EXISTING) _ (EXISTING) 10,000AIC I 10,000AIC 10,000AIC 10,000AIC 10,000AIC - TLE I I I (EXISTING) SLFs 350A 8 KVA 3P DISCONNECT UPS (EXISTING) (EXISTING) (EXISTING) (EXISTING) SYSTEM 208Y/120V 208Y/120V 208Y/120V 208Y/120V (EXISTING) (EXISTING) 225A 500A 225A 250A (EXISTING) (EXISTING) SL4D3 SL4D4 PANEL PANEL PANEL PANEL I I 208Y/120V 208Y/120V C 200A C 225A L2D1 L2B L2D2 L2P 100A 100A 3P 3P 10,000AIC 10,000 1C 10,000AIC 10,000AIC PANEL PANEL DISCONNECT J DISCONNECT L4D1 L4D2 -7 10,000AIC 10,000AIC EDC 2 EDC 4 8 KVA UPS SYSTEM 7 N (DEMO) (NEW) (NEW) NEW (EXISTING) (DEMO) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) 208Y/120V 208Y/120V 208Y/120V 208Y/120V I 208Y/120V I 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 350A 350A 225A 225A 225A 225A PANEL PANEL BUSWAY BUSWAY I PANEL I PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL LPL LP BL1A BL1B L2U LRX LVC LHC LTS1 LTS2 LTS3 LFS LFS L4D3-2 L4D3-1 L4D4-1 L4D4-2 10,000AIC 10,000AIC 10,000AIC 10,000AIC 10,000AIC I 10,000AIC 1O,0OOAICj 10,000AIC 10,000AIC 10,000AIC 10,000AIC 10,000AIC 10,000AIC 10,000AIC 1 10,000AIC 10,000AIC 10,000AIC (PHOTO (PHARMACY) (ELECTRONICS) (ELECTRONICS) FRONT COMM. ROOM (PHARMACY) (VISION (HAIR (TENANT) (TENANT) (TENANT) (FOOD SERVICE (AP OFFICE) (DELI PREP) LAB)L- - - - CENTER) CARE) TENANT) En JF - w°$a�oawi wQ ��W oawdgg8o � Q asm wimm pew O wk�Z��m a.m< rn�ww-'--a> Z NQ698b&L11 8'ooxo ��WW� Z Q ¢v��rQW-aOF)FO:Zwa wz<=) n6pwwwtnum ww8o-J a o0o VV))~�� wV�$w�w (n F_OnVo s 0 uw)%Do:< i KLS >NOC) <- a W A PROTO: Q00 LOd PROTO CYCLE: � I I 02-06-09 � ° -_�� d HO o Ma)0LoU-) w cy°o v� Zm N ai O rn�t o r� N Z Q O U -M i KLS DRAWN BY: a W A PROTO: 192 PROTO CYCLE: O O 02-06-09 � Z O r� Q O ..z O Q O �.z., (n o W z A O ISSUE BLOCK CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ELECTRICAL ONELINE DIAGRAM AND SCHEDULES SHEET: E4. 1 TERMINATE -/ CONDUIT WITH GROMMETS AT 4" ABOVE BOTTOM OF ROOF JOISTS, TYP OF 2. SECURE CONDUITS TO UNISTRUT, TYP REF ARCH FOR SUPPORT POST SECURITY CAMERA CONDUITS, TYP NTS MECHANICAL LINES, TYP PLACE CONDUITS, LINES AND PIPES AS CLOSELY TOGETHER AS POSSIBLE. UNISTRUT LENGTH SHALL BE KEPT TO A MINIMUM. FINAL UNISTRUT INSTALLATION SHALL HAVE NO MORE THAN A 3" EXTENSION PAST LAST PIPE SUPPORT. REF MECH FOR UNISTRUT TLE FLOOR ROUTE 2 - 1" CONDUITS TO PIT TERMINATE CONDUITS WITH GROMMETS, TYP. BGWRAC10E2d ILI a...1 16.W16 RESTROOM TLE POWER PLAN. 2 899=istopp TLE PIT: CONTRACTOR TO VERIFY THAT ALL LIGHT FIXTURES AND POWER DEVICES IN PIT ARE IN PROPER WORKING ORDER. CLEAN AND RELAMP FIXTURES AS REQUIRED. REPAIR/REPLACE BROKEN OR DAMAGED LIGHT FIXTURES AND POWER DEVICES AS REQUIRED. NEW LIGHT FIXTURES ARE TO BE TYPE 6 FIXTURES AND ARE TO MATCH THE EXISTING FIXTURE HEIGHTS, COORDINATE ALL WORK WITH WAL-MART CONSTRUCTION MANAGER. _ 16.163 EMERGENCY LIGHTS CONNECT TO THE i UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT { l SERVING ADJACENT AREA. DO NOT / SWITCH. I I ) I I I (A) WHEN SHOWN ON WALL, MOUNT 1'-0" BELOW CEILING OR BOTTOM OF U I u STRUCTURE, WHICHEVER IS APPLICABLE. I (B) WHEN NOT SHOWN ON WALL, MOUNT ON CEILING OR BOTTOM CORD OF BAR TLE PIT i f JOIST, WHICHEVER IS APPLICABLE. io0 KEYNOTES 16.125 EXISTING LIGHT FIXTURES TO REMAIN PROTO CYCLE: r - WITH DUCTWORK TO MINIMIZE THE 02-06-09 UNLESS NOTED OTHERWISE. AMOUNT OF SHADOWS. 16.475 FURNISH AND INSTALL NEW 20 AMP, 16.131 CONNECT TO EXISTING CIRCUIT. EC —` 120 VOLT CIRCUIT(S). FEED FROM z w - U f SHALL VERIFY PRIOR TO ROUGH -IN c 2.g d- dt 20A -1P GFCI CIRCUIT BREAKER. EC THAT EXISTING CIRCUIT HAS SPARE SHALL MATCH TYPE AND AIC RATINGS Erj'� OF EXISTING CIRCUIT BREAKERS. EC CAPACITY TO ACCOMMODATE SHALL VERIFY PRIOR TO ROUGH -IN (n ADDITIONAL LOAD. c U—. F- SPARE CAPACITY TO ACCOMMODATE 16.149 REPLACE EXISTING LIGHT SWITCH ADDITIONAL LOAD. I m N Qj WITH OCCUPANCY SENSOR 16.957 CONNECT CIRCUIT(S) TO EXISTING I 16.161 EXIT SIGNS CONNECT TO THE • 16.548; TYP IN SIZE AND PANELBOARD CIRCUIT ARE UNSWITCHED LINE SIDE OF LIGHTING NOTED. VERIFY SIZE, RATING, AND 0LN� z CONDITION OF EXISTING BRANCH CIRCUIT OR NIGHT LIGHT SERVING U�m CIRCUIT CONDUIT AND WIRE PRIOR TO ADJACENT AREA. TLE ^ITELE^TRI^ALPLAUSE IR REQUIRED SIZE AND ALL U.L. 3RATINGS (A) IN AREAS WITH CEILING MOUNT AND REPLACE AS REQUIRED. 1 /4"=1'-0" FIXTURE ON CEILING 2'-6" FROM l --1 WALL, CENTERED 1'-0" ABOVE DOOR OPENING. 1 FUF -,ISH AND ..-I11NS ALL TWO (2) 1"C (B) IN WALL AREAS WITHOUT CEILING, f ...._..LL, . 4FO ISECURIT 'CAMERAS. COORDINATE MOUNT SIGNS ON WALL, CENTERED 1'- E5 MOUNTING OF ONDUIT WITH 0" ABOVE DOOR OPENING UNLESS C ME OANICAL D ARCHITECTURAL NOTED OTHERWISE. []LTJ i j TLE PIT: CONTRACTOR TO VERIFY THAT ALL LIGHT FIXTURES AND POWER DEVICES IN PIT ARE IN PROPER WORKING ORDER. CLEAN AND RELAMP FIXTURES AS REQUIRED. REPAIR/REPLACE BROKEN OR DAMAGED LIGHT FIXTURES AND POWER DEVICES AS REQUIRED. NEW LIGHT FIXTURES ARE TO BE TYPE 6 FIXTURES AND ARE TO MATCH THE EXISTING FIXTURE HEIGHTS, COORDINATE ALL WORK WITH WAL-MART CONSTRUCTION MANAGER. _ 16.163 EMERGENCY LIGHTS CONNECT TO THE i UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT { l SERVING ADJACENT AREA. DO NOT / SWITCH. I I ) I I I (A) WHEN SHOWN ON WALL, MOUNT 1'-0" BELOW CEILING OR BOTTOM OF U I u STRUCTURE, WHICHEVER IS APPLICABLE. I (B) WHEN NOT SHOWN ON WALL, MOUNT ON CEILING OR BOTTOM CORD OF BAR 16.R55 FURNISH AND INSTALL HANDLE LOCKS (LOCK OFF FOR MAINTENANCE) ON THE CIRCUIT BREAKERS INDICATED. 16.SO3 REPLACE ALL LIGHT LENSES WITH NEW PRISMATIC ACRYLIC LENS FOR ALL LAY -IN LIGHT FIXTURES IN THIS AREA. 16.SO4 FURNISH AND INSTALL NEW TUBE GUARDS AND CAPS ON ALL EXPOSED LAMPS IN THIS AREA. 16.505 VERIFY THAT ALL EMERGENCY LIGHT FIXTURES IN THIS AREA ARE IN TYP PROPER WORKING ORDER AND "LIKE - 7 -E1.2 NEW CONDITION (CLEAN, LAMPS ARE _ OPERATING, BATTERIES IN GOOD WORKING CONDITION, AND FIXTURE IS FITTED WITH SELF -DIAGNOSTICS). REPAIR OR REPLACE EMERGENCY LIGHT FIXTURES AS REQUIRED. 42 TYP 16.548 REPLACE MISSING, PAINTED, OR DAMAGED ELECTRICAL COVERS, RECEPTACLES, AND CONDUIT. 16.W04 120 VOLT GENERAL POWER _ CIRCUIT(S): FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S), OR AS SPECIFIED ON DRAWINGS. FEED FROM NEAREST 120 VOLT PANEL, WITH ADEQUATE SPACE AND AMPACITY. I `ICD n A. CIRCUIT BREAKER FOR CIRCUITS INDICATED WITH (GFI) SHALL BE GFCI TYPE FOR PERSONNEL PROTECTION. l LJ6 ;1 1 16.W13 WATER HEATERS: Ind. g A. VERIFY REPLACEMENT OF EXISTING WATER HEATERS WITH WAL- MART CONSTRUCTION MANAGER. 7 DISCONNECT EXISTING, AND P{ �� ETR 16. 63 17 RECONNECT NEW WATER HEATERS, AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR. L, B. FURNISH AND INSTALL HANDLE STORAGE LOCKS (LOCK OFF) ON ALL CIRCUIT 16.504 BREAKERS FEEDING WATER HEATERS. { LJ 16.1 1 16.W16 EXISTING OFFICE AREAS AND/DR - - H3B 8 RESTROOMS, WILL BE REFURBISHED BY GENERAL CONTRACTOR. REMOVE ALL ELECTRICAL ITEMS FROM WALLS AND WAITING AREA - CEILING, INCLUDING HAND DRYERS, I�1 RECEPTACLES, SWITCHES, AND I I n n LIGHTING FIXTURES AS REQUIRED. I I INSTALL AND RECONNECT AFTER NEW FINISHES ARE IN PLACE. 16.131 u COORDINATE EXTENT OF WORK WITH 16.S03 H3B-8 16.125 TYP GENERAL CONTRACTOR. F-1 1 �1 16.W33 RESTROOMS: I I I I A. REMOVE EXISTING HAND DRYERS -• II II I I II u II I I AND REPLACE WITH NEW HAND DRYERS, U u U FURNISHED BY GENERAL CONTRACTOR. CUSTOMER AREA B. FURNISH AND INSTALL NEW EMERGENCY LIGHT TYPE 17, FOR EACH RESTROOM, IF NOT EXISTING. U U U 16.W35 INSTALL CONDUIT SYSTEM CONSISTING ETR OF JUNCTION BOXES AND CONDUIT FOR _ 9_P MANAGER ALARM SYSTEM, MANUAL PULL. 16.SO4 STATIONS HORN/STROBES, ETC. AS _. 16.149 SHOWN AND AS REQUIRED BY STATE B EAKROOM I I I A AND LOCAL CODES AND/OR 16.SO4 ORDINANCES. COORDINATE LOCATIONS AND POWER REQUIREMENTS FOR ALARM EQUIPMENT WITH WAL-MART ALARM J 1.131 DIVISION. INSTALLATION AND FINAL 16.1 1 H'513-8 CONNECTIONS (LESS THAN 120 _....... __.....H3B .....8 �....- _ .,.,..._.__ .l . ---.............. ___ ), VOLTS SHALL BE BY THE WAL-MART __ k L RESTROOMS SECURITY ALARM DIVISION. 16.SO4 16.SO4 16.W41 FURNISH AND INSTALL RECEPTACLE IN TLE FOR NEW ELECTRIC WATER COOLER (EWC). FURNISH AND INSTALL BRANCH CIRCUITRY AS REQUIRED, REFER TO KEYNOTE 16.475. COORDINATE EXACT LOCATION OF (EWC) WITH MECHANICAL CONTRACTOR. 16.W43 FURNISH AND INSTALL NEW DISCONNECT SWITCH FOR AIR COMPRESSOR. MAKE ALL FINAL CONNECTIONS AS REQUIRED. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH 'SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS, CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. w 0 w�� °per a�oWW �Z uj Wym�I 0: NWtjZ08 a ��W aaSM., .I`-- 0 z�_'zN_5w' X_3�I:8 om Z yUOZLF-6g1. L" Waia ZF-.>< 3W�'"�'moj'4>ap�o¢ �w aaw Z� zg -� �aO,R=r-m ao vZW3 ZZ W i p Ngo �s-xwrn rnW oz �zWHE3-3o 4:ScMooJWa�viaMir<r TLE PIT i f JOIST, WHICHEVER IS APPLICABLE. io0 . (C) COORDINATE LOCATION OF FIXTURE PROTO CYCLE: r - WITH DUCTWORK TO MINIMIZE THE 02-06-09 U) AMOUNT OF SHADOWS. 16.475 FURNISH AND INSTALL NEW 20 AMP, C —` 120 VOLT CIRCUIT(S). FEED FROM z w - U f PANELBOARD AS INDICATED. PROVIDE c 2.g d- dt 20A -1P GFCI CIRCUIT BREAKER. EC _ 16.125 TYP SHALL MATCH TYPE AND AIC RATINGS Erj'� OF EXISTING CIRCUIT BREAKERS. EC =3c SHALL VERIFY PRIOR TO ROUGH -IN (n THAT EXISTING PANELBOARD HAS c U—. F- SPARE CAPACITY TO ACCOMMODATE I II ADDITIONAL LOAD. I m N Qj 16.957 CONNECT CIRCUIT(S) TO EXISTING I BRANCH CIRCUITRY. MINIMUM WIRE • 16.548; TYP IN SIZE AND PANELBOARD CIRCUIT ARE TLE PIT NOTED. VERIFY SIZE, RATING, AND 0LN� z CONDITION OF EXISTING BRANCH U�m CIRCUIT CONDUIT AND WIRE PRIOR TO ENSURE THAT THEY MEET TLE ^ITELE^TRI^ALPLAUSE IR REQUIRED SIZE AND ALL U.L. 3RATINGS t�..,7(�./'(V' AND REPLACE AS REQUIRED. 1 /4"=1'-0" 16.R55 FURNISH AND INSTALL HANDLE LOCKS (LOCK OFF FOR MAINTENANCE) ON THE CIRCUIT BREAKERS INDICATED. 16.SO3 REPLACE ALL LIGHT LENSES WITH NEW PRISMATIC ACRYLIC LENS FOR ALL LAY -IN LIGHT FIXTURES IN THIS AREA. 16.SO4 FURNISH AND INSTALL NEW TUBE GUARDS AND CAPS ON ALL EXPOSED LAMPS IN THIS AREA. 16.505 VERIFY THAT ALL EMERGENCY LIGHT FIXTURES IN THIS AREA ARE IN TYP PROPER WORKING ORDER AND "LIKE - 7 -E1.2 NEW CONDITION (CLEAN, LAMPS ARE _ OPERATING, BATTERIES IN GOOD WORKING CONDITION, AND FIXTURE IS FITTED WITH SELF -DIAGNOSTICS). REPAIR OR REPLACE EMERGENCY LIGHT FIXTURES AS REQUIRED. 42 TYP 16.548 REPLACE MISSING, PAINTED, OR DAMAGED ELECTRICAL COVERS, RECEPTACLES, AND CONDUIT. 16.W04 120 VOLT GENERAL POWER _ CIRCUIT(S): FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S), OR AS SPECIFIED ON DRAWINGS. FEED FROM NEAREST 120 VOLT PANEL, WITH ADEQUATE SPACE AND AMPACITY. I `ICD n A. CIRCUIT BREAKER FOR CIRCUITS INDICATED WITH (GFI) SHALL BE GFCI TYPE FOR PERSONNEL PROTECTION. l LJ6 ;1 1 16.W13 WATER HEATERS: Ind. g A. VERIFY REPLACEMENT OF EXISTING WATER HEATERS WITH WAL- MART CONSTRUCTION MANAGER. 7 DISCONNECT EXISTING, AND P{ �� ETR 16. 63 17 RECONNECT NEW WATER HEATERS, AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR. L, B. FURNISH AND INSTALL HANDLE STORAGE LOCKS (LOCK OFF) ON ALL CIRCUIT 16.504 BREAKERS FEEDING WATER HEATERS. { LJ 16.1 1 16.W16 EXISTING OFFICE AREAS AND/DR - - H3B 8 RESTROOMS, WILL BE REFURBISHED BY GENERAL CONTRACTOR. REMOVE ALL ELECTRICAL ITEMS FROM WALLS AND WAITING AREA - CEILING, INCLUDING HAND DRYERS, I�1 RECEPTACLES, SWITCHES, AND I I n n LIGHTING FIXTURES AS REQUIRED. I I INSTALL AND RECONNECT AFTER NEW FINISHES ARE IN PLACE. 16.131 u COORDINATE EXTENT OF WORK WITH 16.S03 H3B-8 16.125 TYP GENERAL CONTRACTOR. F-1 1 �1 16.W33 RESTROOMS: I I I I A. REMOVE EXISTING HAND DRYERS -• II II I I II u II I I AND REPLACE WITH NEW HAND DRYERS, U u U FURNISHED BY GENERAL CONTRACTOR. CUSTOMER AREA B. FURNISH AND INSTALL NEW EMERGENCY LIGHT TYPE 17, FOR EACH RESTROOM, IF NOT EXISTING. U U U 16.W35 INSTALL CONDUIT SYSTEM CONSISTING ETR OF JUNCTION BOXES AND CONDUIT FOR _ 9_P MANAGER ALARM SYSTEM, MANUAL PULL. 16.SO4 STATIONS HORN/STROBES, ETC. AS _. 16.149 SHOWN AND AS REQUIRED BY STATE B EAKROOM I I I A AND LOCAL CODES AND/OR 16.SO4 ORDINANCES. COORDINATE LOCATIONS AND POWER REQUIREMENTS FOR ALARM EQUIPMENT WITH WAL-MART ALARM J 1.131 DIVISION. INSTALLATION AND FINAL 16.1 1 H'513-8 CONNECTIONS (LESS THAN 120 _....... __.....H3B .....8 �....- _ .,.,..._.__ .l . ---.............. ___ ), VOLTS SHALL BE BY THE WAL-MART __ k L RESTROOMS SECURITY ALARM DIVISION. 16.SO4 16.SO4 16.W41 FURNISH AND INSTALL RECEPTACLE IN TLE FOR NEW ELECTRIC WATER COOLER (EWC). FURNISH AND INSTALL BRANCH CIRCUITRY AS REQUIRED, REFER TO KEYNOTE 16.475. COORDINATE EXACT LOCATION OF (EWC) WITH MECHANICAL CONTRACTOR. 16.W43 FURNISH AND INSTALL NEW DISCONNECT SWITCH FOR AIR COMPRESSOR. MAKE ALL FINAL CONNECTIONS AS REQUIRED. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH 'SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS, CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. w 0 w�� °per a�oWW �Z uj Wym�I 0: NWtjZ08 a ��W aaSM., .I`-- 0 z�_'zN_5w' X_3�I:8 om Z yUOZLF-6g1. L" Waia ZF-.>< 3W�'"�'moj'4>ap�o¢ �w aaw Z� zg -� �aO,R=r-m ao vZW3 ZZ W i p Ngo �s-xwrn rnW oz �zWHE3-3o 4:ScMooJWa�viaMir<r ISSUE BLOCK CHECKED BY: KLS DRAWN BY: io0 0 0 192 PROTO CYCLE: oFo u)F cm 02-06-09 U) Li C —` °gam r7 z w c 2.g d- dt Erj'� O =3c (n (n w c U—. F- c 00 z I m N Qj w • �cn0- �° z 0LN� z U�m O ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: O � P4 cm 02-06-09 0 0 Q z w CD Q O NN W c O Q U) I w z O ISSUE BLOCK CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 TLE ELECTRICAL PLANS AND DETAILS SHEET: E5 INDOOR SENSORS AND ETMS FOR AC UNITS 3 NOTED "***" ARE NEW AND SHALL BE FIELD EM1 ETM SERIES WIRE TO THE NEAREST EXISTING RTU RTU -37 S-37 (PHARMACY) INDOOR SENSORS AND ETMS FOR HVAC UNITS INDICATED ON PLAN ARE NEW AND SHALL BE FIELD SERIES WIRED TO THE NEAREST RTU =- ---- -- - -- -_ __ -- -- -- -- -- -- ETM F -'�'-- i SWITCH (FIELD INSTALLED) i EXISTING EXISTING EXISTING - - - - - IOM2 IOM2 IOM2 ` EMS MASTER EDC1 A EDC1 B EDC1 C CONNEW LER I ! L SWITCHPRESSURE.(FIDE D DIFFERENTIALINSTALLED) INSTALL NEW EMS MASTER CONTROLLER LIGHTING SEQUENCE OF OPERATION .GENERAL EMS NOTES APPAREL/HOMELINES/ELECTRONICS SPECIALTY 1. TEMPERATURE SENSOR MOUNTING: PROVIDE 1/2" IOM2 LIGHTING: CONDUIT AND EMS CABLE FROM SENSOR TO DOCUMENT DATE: tHE CONTROL SYSTEM SHALL ENERGIZE THE RTU. MOUNT SENSOR ON BOX. ALL SENSORS TO PRODUCE SPECIALTY LIGHTING APPARELL, HOMELINES, AND ELECTRONICS BE MOUNTED AT +84" UNLESS NOTED ON EXISTING EMS BACKBOARD. I OTHERWISE. SENSORS ON SALES FLOOR SHALL I0M2/7R TO 10:OOPM ONLY. BE MOUNTED ON THE FRONT OF THE COLUMN. EXECUTIVE PROCESSOR 2 DO NOT INSTALL SENSORS IN HVAC SUPPLY AIR FDI PRODUCE SPECIALTY LIGHTING: PATH OR IN DIRECT SUNLIGHT. CONTACTOR Cl AND INTERFACE A. GYPSUM BOARD WALLS: PROVIDE A D COORDINATE INSTALLATION AND INTERFACE ANALOG OUTPUT DAILY. GANG PLASTER RING FLUSH MOUNTED HORIZONTALLY. SALES FLOOR PRODUCE LIGHTING: IRC LTG _..._.._. _............ C1 B. BLOCK WALLS AND COLUMNS: PROVIDE A 2"x4" BOX SURFACE MOUNTED HORIZONTALLY RELAY, REF 1-E4.1. ROUTE CABLE THROUGH I R RECONNECTION OF EXISTING i COMMUNICATION CABLES PER FIELD ' OPENING INSIDE PROCEDURE MANUAL SUPPLIED WITH SALES FLOOR LIGHTING CONTACTOR EQUIPMENT CURB. ----- NEW BUILDING CONTROL EQUIPMENT. #18 GUAGE WIRE IR C2 AND INTERFACE RELAY, REF i IR C 3 LTG C2 1-E4.1. i LTG i WIR -2020 CABLE,- -- ________EDC 1 L-- -- EDC TO PREY. RTU ELECTRONICS SPECIALTY LIGHTING CONTACTOR C3 AND INTERFACE RELAY, REF 1-E4.1. R PARTIAL EMS ONE -LINE DIAGRAM 3 NTS 4S NTS COIL ROOF CURB ROOF ---1 (1) WIR-2020 WIR-2020 CABLE CABLE TO NEXT RTU S-# MOUNT ON COLUMN OR WALL UNIT DETAIL LTITH-10�. ANGLES REQUIRED TO 8:15AM DAILY. 1� PROVIDE PROTECTION I Lf f_ FOR SENSOR(S) IN HIGH C. INSULATE BEHIND SENSORS MOUNTED ON - oo} RACK AREAS ONLY EXTERIOR WALLS WITH 1/2 POLYSTYRENE ? �Z aZ Wo wZQ SPACER. w ``(��a,ZaQ� z CONTROL INFORMATION w a , �z §-o �I-((A-Z, apJWWINQU(„) ( S_ 2. TERMINATIONS SHALL BE MADE IN ACCORDANCE a`t�`BvWi�(n���aoow # WITH EMS SUPPLIER INSTALLATION - WNzo'ti xw,zwa. -r 00 ! INSTRUCTIONS: NO FOIL OR UNUSED WIRES aceta w-,,6 aWZ�am + Q COLUMN OR WALL 1) CONNECT PRODUCE SPECIALTY LIGHTING TO O z Quao'' ,wmwuR"' w OPEN IOM OUTPUT. SHALL BE EXPOSED AFTER APPLICATION OF 3vm wWw "oo�d�Q v J � W „ „ HEAT SHRINK. � Q<owgFmm��U0Z�� 2) CONNECT SALES FLOOR PRODUCE LIGHTING or wa TO OPEN IOM OUTPUT. 3. CABLE: EMS CONTRACTOR SHALL PROVIDE °-� � 6Npaaw�s=0 T -w CABLE ACCORDING TO DRAWINGS. NO DEVIATION N� z ' ooW"ww�o ,� FROM DRAWINGS WILL BE ACCEPTED. CABLES FD�pO_5.5.Za(nzoofw<•- ZONET 3} CONNECT ELECTRONICS SPECIALTY LIGHTING SHALL HAVE EACH END LABELED INDICATING TO OPEN IOM OUTPUT. WHERE THE OPPOSITE END TERMINATES. CABLE SENSOR MOUNTING DET /\ IL- SHALL BE INSTALLED IN CONDUIT OR CABLE "' o r- F /`'� TRAY IN FINISHED AREAS OF BUILDING. ot NTS WREP28 c:po 4. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST. =M.-, M 5. ROUTE EMS CONDUITS 1N SALES AREA N (n w ovw CONCEALED (IN WALLS, PIPE RACKS AND/OR op CHASES). PROVIDE A TRANSITION FROM THE PVC a o 0 UNDERSLAB EMS CONDUIT TO EMT OR FLEX. EMS J s o CABLES SHALL BE RUN IN CONDUIT FULL 0 "'°- `` LENGTH, BENEATH REFRIGERATED CASES. EMS zz CABLES AT BAR JOIST LEVEL IN THE STOCKROOM CAN BE EXPOSED. 6. DEMOLITION: E.C. SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF ELECTRICAL o DEMOLITION. REMOVE CONDUIT AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION %09 BOXES OR'PANELBOARDS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. LABEL © ©� DEMOLISHED CIRCUITS) IN PANELBOARDS AS "SPARE". (J ry Z O c� EMS SYMBOLS O � o ALS ANALOG LIGHT. SENSOR z ETM ELECTRONIC THERMOSTAT MODULE O QI­_cc IDS INDOOR DEWPOINT SENSOR (n CQ ITS INDOOR TEMPERATURE SENSOR w ENERGY 1 1 20'-0" EMENT PLA ODS OUTDOOR DEWPOINT SENSOR z OTS OUTDOOR TEMPERATURE SENSOR o S -X WALL TEMPERATURE SENSOR LIGHTING SEQUENCE OF OPERATION .GENERAL EMS NOTES APPAREL/HOMELINES/ELECTRONICS SPECIALTY 1. TEMPERATURE SENSOR MOUNTING: PROVIDE 1/2" IOM2 LIGHTING: CONDUIT AND EMS CABLE FROM SENSOR TO DOCUMENT DATE: tHE CONTROL SYSTEM SHALL ENERGIZE THE RTU. MOUNT SENSOR ON BOX. ALL SENSORS TO APPARELL, HOMELINES, AND ELECTRONICS BE MOUNTED AT +84" UNLESS NOTED FOR INDOOR AIR QUALITY SPECIALTY LIGHTING CIRCUITS DAILY FROM 8:00AM OTHERWISE. SENSORS ON SALES FLOOR SHALL I0M2/7R TO 10:OOPM ONLY. BE MOUNTED ON THE FRONT OF THE COLUMN. EXECUTIVE PROCESSOR 2 DO NOT INSTALL SENSORS IN HVAC SUPPLY AIR FDI PRODUCE SPECIALTY LIGHTING: PATH OR IN DIRECT SUNLIGHT. THE CONTROL SYSTEM SHALL ENERGIZE PRODUCE A. GYPSUM BOARD WALLS: PROVIDE A SPECIALTY LIGHTING FROM 8:OOAM TO 10:OOPM 4" SQUARE RECESSED BOX WITH A SINGLE INTERFACE ANALOG OUTPUT DAILY. GANG PLASTER RING FLUSH MOUNTED HORIZONTALLY. SALES FLOOR PRODUCE LIGHTING: _..._.._. _............ THE CONTROL SYSTEM SHALL ENERGIZE SALES FLOOR PRODUCE LIGHTING FROM 9:45PM TO B. BLOCK WALLS AND COLUMNS: PROVIDE A 2"x4" BOX SURFACE MOUNTED HORIZONTALLY ANGLES REQUIRED TO 8:15AM DAILY. 1� PROVIDE PROTECTION I Lf f_ FOR SENSOR(S) IN HIGH C. INSULATE BEHIND SENSORS MOUNTED ON - oo} RACK AREAS ONLY EXTERIOR WALLS WITH 1/2 POLYSTYRENE ? �Z aZ Wo wZQ SPACER. w ``(��a,ZaQ� z CONTROL INFORMATION w a , �z §-o �I-((A-Z, apJWWINQU(„) ( S_ 2. TERMINATIONS SHALL BE MADE IN ACCORDANCE a`t�`BvWi�(n���aoow # WITH EMS SUPPLIER INSTALLATION - WNzo'ti xw,zwa. -r 00 ! INSTRUCTIONS: NO FOIL OR UNUSED WIRES aceta w-,,6 aWZ�am + Q COLUMN OR WALL 1) CONNECT PRODUCE SPECIALTY LIGHTING TO O z Quao'' ,wmwuR"' w OPEN IOM OUTPUT. SHALL BE EXPOSED AFTER APPLICATION OF 3vm wWw "oo�d�Q v J � W „ „ HEAT SHRINK. � Q<owgFmm��U0Z�� 2) CONNECT SALES FLOOR PRODUCE LIGHTING or wa TO OPEN IOM OUTPUT. 3. CABLE: EMS CONTRACTOR SHALL PROVIDE °-� � 6Npaaw�s=0 T -w CABLE ACCORDING TO DRAWINGS. NO DEVIATION N� z ' ooW"ww�o ,� FROM DRAWINGS WILL BE ACCEPTED. CABLES FD�pO_5.5.Za(nzoofw<•- ZONET 3} CONNECT ELECTRONICS SPECIALTY LIGHTING SHALL HAVE EACH END LABELED INDICATING TO OPEN IOM OUTPUT. WHERE THE OPPOSITE END TERMINATES. CABLE SENSOR MOUNTING DET /\ IL- SHALL BE INSTALLED IN CONDUIT OR CABLE "' o r- F /`'� TRAY IN FINISHED AREAS OF BUILDING. ot NTS WREP28 c:po 4. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST. =M.-, M 5. ROUTE EMS CONDUITS 1N SALES AREA N (n w ovw CONCEALED (IN WALLS, PIPE RACKS AND/OR op CHASES). PROVIDE A TRANSITION FROM THE PVC a o 0 UNDERSLAB EMS CONDUIT TO EMT OR FLEX. EMS J s o CABLES SHALL BE RUN IN CONDUIT FULL 0 "'°- `` LENGTH, BENEATH REFRIGERATED CASES. EMS zz CABLES AT BAR JOIST LEVEL IN THE STOCKROOM CAN BE EXPOSED. 6. DEMOLITION: E.C. SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF ELECTRICAL o DEMOLITION. REMOVE CONDUIT AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION %09 BOXES OR'PANELBOARDS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. LABEL © ©� DEMOLISHED CIRCUITS) IN PANELBOARDS AS "SPARE". (J ry Z O c� EMS SYMBOLS O � o ALS ANALOG LIGHT. SENSOR z ETM ELECTRONIC THERMOSTAT MODULE O QI­_cc IDS INDOOR DEWPOINT SENSOR (n CQ ITS INDOOR TEMPERATURE SENSOR w ENERGY 1 1 20'-0" EMENT PLA ODS OUTDOOR DEWPOINT SENSOR z OTS OUTDOOR TEMPERATURE SENSOR o S -X WALL TEMPERATURE SENSOR CHECKED BY: KLS IFP TS -X TEMPERATURE SENSOR IOM2 BAP BURGLAR ALARM PANEL DOCUMENT DATE: CO2 CARBON DIOXIDE SENSOR CIM2 CASE INPUT MODULE 2 FOR INDOOR AIR QUALITY DIS DIGITAL INPUT SWITCH (DUAL TEMP) I0M2/7R INPUT/OUTPUT MODULE 2 EP/2 EXECUTIVE PROCESSOR 2 FDI FLOURESCENT DIMMER INTERFACE HIR HUMIDITY INTERFACE RELAY i IA INTERFACE ANALOG OUTPUT CHECKED BY: KLS IFP INTERFACE PANEL PROTO: IOM2 INPUT/OUTPUT MODULE 2 01-09-09 DOCUMENT DATE: IOM2/IAQ INPUT/OUTPUT MODULE .2 FOR INDOOR AIR QUALITY I0M2/7R INPUT/OUTPUT MODULE 2 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 WITH OVERRIDE IQ -220 DEMAND METER IR INTERFACE RELAY' PLM PHASE LOSS MONITOR PSOP POWER SWITCHING OVERRIDE PANEL PSP POWER SWITCHING PANEL ROP REMOTE OVERRIDE PANEL OS CASE/COIL TEMPERATURE MODULE 0 OP POTENTIOMETER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO EM1 FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. +16" 16.W13 (25A-1 P) La PANEL LP L1 U-15 16.R53 16. W06 16.W74 16.228 1 16.W1; 16. W7 A f' -J PROVIDE BOX AND 3/4"C TO ABOVE CEILING. COORDINATE WITH MECHANICAL CONTRACTOR VERIFY ALL UNDERGROUND CONDUIT STUB UPS WITH DIMENSIONS ON ARCHITECTURAL PLANS TYP. OVERHEAD ROLLING CLOSURE MOTOR INSTALL 3 BUTTON CONTROL STATION FOR OVERHEAD ROLLING CLOSURE. PROVIDE (3) 2" CONDUITS FROM 12" ABOVE PHARMACY SUSPENDED CEILING, THROUGH THE PROVIDED CHASE, TO ABOVE BAR JOIST. ROUTE CONDUIT TO THE TOP SIDE OF CABLE TRAY WITH CONDUIT CONNECTOR AND BUSHING EXTENDING NO MORE THAN 1" OVER CABLE TRAY. - EACH DATA BOX INSIDE THE PHARMACY TO BE PROVIDED WITH A SEPARATE 3/4" CONDUIT ROUTED FROM DATA BOX TO 12" ABOVE LAYIN CEILING UNLESS NOTED OTHERWISE. TERMINATE CONDUIT WITH BUSHING. PLAN _­ 1- —..1.,. '77—W PHARMAC' THAT AD TO i THE GENERAL POWER DOCUMENT SCANNER VOICE/DATA 100 PAl' BRE WI TI Cols B. BE UNL W o H '�} V)�o a� ozQ WR 20f5 oowc oaWoEn- axc>g ryO na �$� "'abloom LL ' L ��XC'lJZVfaY a.yam in ww Z rnu-0- O 3W��`�000pz c'wMnzo oZa JZ OaF=aulmmoNFaog a WFtZ< pZ mKN=ZNW Vf 4!F ww 00F 0W NZW oQ5a=F FM% — -i Vw)QIrw4p CHECKED BY: KLS >00 (D DRL PROTO: 192 PROTO CYCLE: IN 00 DOCUMENT DATE: 02-06-09 0 c O �� E E 0°' Lr) V)V) , a w 0 0 .. Z Co 04 aj Q J O t C C=; L D p �Ncf Li U Z O U CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: PH1 i I I MOUNT UPLIGHTS AS = =; CLOSE AS POSSIBLE TO VALANCE ON TOP OF SHADOW BOX FIXTURE f I � j SHADOW BOX FIXTURE I I i i VISION CEN TER NTS 12.01.06 VISION CENTER WALL WREL31 TYP VISION CENTER DEMO NOTES 1. ALL DEMO OF EXISTING ELECTRICAL WORK IN THE VISION CENTER SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. DEMO WORK SHALL COMPLY WITH THE VISION CENTER DEMO NOTES AND GENERAL NOTE NUMBER 4 AS SHOWN IN THE ELECTRICAL CONSTRUCTION DOCUMENT SET. 2. EXISTING VISION CENTER ROOMS TO BE REMODELED AS SHOWN. REMOVE ALL EXISTING ELECTRICAL ITEMS FROM WALLS AND CEILING, INCLUDING BOXES, RECEPTACLES, SWITCHES, AND LIGHTING FIXTURES. EXISTING BOXES ARE TO BE REMOVED COMPLETELY AND THE WALL PATCHED PRIOR TO INSTALLATION OF NEW FINISHES. 3. EXISTING FLOORBOXES IN THE VISION SALES AREA TO BE ABANDONED DURING THIS REMODEL. REMOVE EXISTING BRANCH CIRCUITRY FROM FLOORBOXES AS REQUIRED. EXISTING FLOORBOXES TO BE GROUND DOWN TO THE ADJACENT FLOOR LEVEL, AND FILLED WITH NON - SHRINK GROUT (REF SPECIFICATIONS) PRIOR TO INSTALLATION OF THE NEW FLOOR FINISHES. VISION CENTER LIGHTING PLAN NOTES 1. ALL LIGHTS IN VISION CENTER ARE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. REFERENCE E1.2 FOR LIGHTING FIXTURE SCHEDULE. 2. WHERE NEW 2X4 LAY -IN FIXTURES ARE INDICATED, ELECTRICAL CONTRACTOR MAY RE -USE EXISTING 2X4 LAY -IN TROFFER LIGHT FIXTURES WHICH ARE IN PROPER OPERATIONAL CONDITION. RE -LAMP AS LISTED IN LIGHTING FIXTURE SCHEDULE. EXISTING 2X4 LIGHT FIXTURES NOT REUSED DURING REMODEL, SHALL BE GIVEN TO WAL-MART FOR SALVAGE. VISION CENTER POWER PLAN NOTES 1. COORDINATE RELOCATION OF EXISTING TELEPHONES. VERIFY EXACT LOCATION OF VOICE OUTLETS AND TELEPHONES WITH VISION CENTER DISTRICT MANAGER. 2. FIELD VERIFY POWER REQUIREMENTS FOR DEVICES OUTSIDE OF VISION CENTER THAT ARE SUPPLIED BY PANELS/CIRCUITS INSIDE THE VISION CENTER. DEVICES SUCH AS ATM, ICE MACHINE, COOLERS, ETC. MAINTAIN POWER TO THESE ITEMS AND SIMILAR ITEMS THROUGHOUT REMODEL OF VISION CENTER. RELOCATE CIRCUITS OR PROVIDE TEMPORARY POWER FOR SUCH ITEMS DURING VISION CENTER REMODEL AS REQUIRED. TYP 3.455 1 /4"=1'-0" 'LAN CASES, H: c 1/4"=V -O" KEYNOTES 16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLY SERVING AREA LIGHTING THAT WAS REMOVED. MAINTAIN EXISTING CIRCUIT CONTROL UNLESS NOTED OTHERWISE. PROVIDE CONSTANT HOT FOR EMERGENCY, EXIT, AND LOCALLY CONTROLLED LIGHT FIXTURES. 16.163 EMERGENCY LIGHTS CONNECT TO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT SERVING ADJACENT AREA. DO NOT SWITCH. (A) WHEN SHOWN ON WALL, MOUNT 1'-0" BELOW CEILING OR BOTTOM OF STRUCTURE, WHICHEVER IS APPLICABLE. (B) WHEN NOT SHOWN ON WALL, MOUNT ON CEILING OR BOTTOM CORD OF BAR JOIST, WHICHEVER IS APPLICABLE. (C) COORDINATE LOCATION OF FIXTURE WITH DUCTWORK TO MINIMIZE THE AMOUNT OF SHADOWS. 16.451 PROVIDE EMT WITH PROPERLY INSTALLED COMPRESSION OR SET- SCREW TYPE FITTINGS AND AN INSULATED GROUND CONDUCTOR FOR ALL RACEWAYS SERVING VISION CENTER EXAM ROOMS TO COMPLY WITH NEC, HEALTH CARE FACILITIES. 16.453 PROVIDE A RECESSED SINGLE -GANG BOX WITH WIREMOLD V2448 SINGLE - GANG DEVICE BOX TO SERVE PLUGMOLD STRIP. PROVIDE THE RECEPTACLE AND COVER PLATE IN THE SURFACE DEVICE BOX. 16.454 PROVIDE A RECESSED SINGLE -GANG BOX WITH WIREMOLD V2448 SINGLE - GANG DEVICE BOX AND BLANK COVER PLATE TO SERVE PLUGMOLD STRIP. 16.455 INSTALL FURNISHED WIREMOLD V24GB SERIES PLUGMOLD FED FROM SURFACE DEVICE BOX. 16.603 PROVIDE RECESSED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) AT +84" (UNLESS NOTED OTHERWISE). 16.R53 FURNISH AND INSTALL PLASTIC NAMEPLATE WITH 3/4" MINIMUM, CONTRASTING COLOR ENGRAVED LETTERS AS SHOWN ON PANEL SCHEDULE FOR EACH PANELBOARD AND SWITCHBOARD. THE NAMEPLATE SHALL BE BOLTED OR POP -RIVETED TO EQUIPMENT. RELABEL EXISTING PANELS, ETC., AS SHOWN ON THE ELECTRICAL RISER DIAGRAM. FURNISH AND INSTALL A TYPED CIRCUIT DIRECTORY IN EACH NEW PANELBOARD AND EACH EXISTING PANELBOARD AFFECTED BY CHANGES. 16.W12 ETHERNET CABLE: A. FURNISH AND INSTALL JUNCTION BOXES AND CONDUIT, AS SHOWN ON PLANS AND AS REQUIRED BY LOCAL CODES AND/OR ORDINANCES. B. ETHERNET CABLE 1S FURNISHED AND INSTALLED BY OTHERS. C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. 16.W14 NEW TELEPOWER POLES FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. A. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL TWO JUNCTION BOXES (PER POLE) LOCATED AT BOTTOM CHORD OF BAR JOIST. AT CHECKSTANDS, LOCATE BOTH JUNCTION BOXES BETWEEN REGISTERS AND POLES. B. THE ELECTRICAL CONTRACTOR SHALL PLUMB AND ANCHOR POLES AT BASE AND TO STRUCTURE. TOP OF POWER POLES MUST BE SECURED TO STRUCTURE USING UNISTRUT. C. FURNISH AND INSTALL 1/2" FLEX AS REQUIRED TO CONNECT POWER POLES TO JUNCTION BOXES AT STRUCTURE. ISOLATED GROUND CIRCUITS SHALL NOT SHARE ANY JUNCTION BOX OR RACEWAY WITH STANDARD CIRCUITS. 16.W75 VISION CENTER PANEL: A. REUSE EXISTING PANEL LVC. EXTEND EXISTING PANEL FEEDER TO NEW LOCATION FOR PANEL LVC, WITH SAME SIZE CONDUIT AND WIRE AS EXISTING. B. IF EXISTING PANEL FEEDERS AND CONDUIT ARE RAN SUB -GRADE, REMOVE FEEDERS BACK TO THE NEAREST JUNCTION BOX OR TERMINATION POINT. CUT CONDUIT LEVEL WITH SLAB ON BOTH ENDS, AND FILL WITH CONCRETE TO PREVENT FUTURE USE. FURNISH AND INSTALL NEW FEEDER CONDUCTORS AND CONDUIT OVERHEAD FROM PANEL SUPPLYING EXISTING PANEL. SIZE IN ACCORDANCE WITH NEC FOR SIZE OF FEEDER CONDUCTORS TO PANEL LVC. VERIFY EXISTING CONDITIONS PRIOR TO BID. COORDINATE EXTENT OF DEMOLITION AND NEW LOCATION FOR PANEL LVC WITH GENERAL CONTRACTOR PRIOR TO ROUGH -IN. C. ALL BRANCH CIRCUIT BREAKERS SHALL BE 20A SINGLE POLE CIRCUIT BREAKERS UNLESS NOTED OTHERWISE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL JEACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT JA THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. N ���. � z a�' Uzg w Waa�N z�'� an �o6aa z Q m Z�vwi�0mgwoow O y mw WW�ayaQ. Z ¢�aoe's6o�-aww� 0 3;53 !�o`mwLqaZ000 ca.ww° 2°zo a jz J (nZ < 01F -t0 -WW IF=<C D as w�Z��NGap6w N a ooh o�MW L) 0 �" vow-z�W..9W5 .2.XF N V)w %°o �° �No��o..7d' tnwtrwwwar- KLS >oo �NO00 a w A If 10 iO Oi O oLr)-r to fes- r, PROTO CYCLE: O © ©� 02-06-09 C— r�d� O r cErjri O --5L 0)L) -5 w UW z V -2j„ 2°_5j" 2'-5j„ 2,-54" 1,-2j» mN N ~ , 0 O DISPENSING TABLES ' Ld ryO MI U Q O o O � C\2 + a w GQ r� I i Z pq O l O, "a) __ _ 3 -WAY DIMMER N O - -- _ SWITCH SWITCH 1- GFI RECEPTACLE VOICE/ I 1,-4j„ 2'-8j" 2,-8j„ V -4j„ DATA RECEPTION DESK FINAL FIT TABLE _ _. � -- . _. - _ - 1 7„ 7„ 1 6 1 6 � PENDANT LIGHT FIXTURES TO BE CENTERED OVER THE FINAL FIT TABLE, DISPENSING TABLES, AND THE RECEPTION DESK AS SHOWN (FINAL FIT TABLE ORIENTATION MAY VARY). - - 00 PENDANT LIGHT FIXTURES TO BE INSTALLED OVER THE FINAL FIT TABLE, DISPENSING "j _ TABLES, AND RECEPTION DESK, AFTER TABLES AND DESK HAVE BEEN SET. ELECTRICAL :- - - CONTRACTOR TO PROTECT TABLES AND DESK FROM DAMAGE DURING INSTALLATION OF PENDANT LIGHT FIXTURES. NOTE: TYPICAL DISPLAY ELEVATION SHOWN__ FOR MOUNTING HEIGHT OF RECEPTACLE ONLY. COORDINATE ANY PENDANT LIGHT FIXTURE MOUNTING/CEILING T -BAR CONFLICTS WITH RECEPTACLES TO BE MOUNTED AT LOCATIONS - -_ - GENERAL CONTRACTOR. T -BAR LOCATIONS SHALL BE REVISED AS REQUIRED FOR SHOWN ON POWER PLAN PENDANT LIGHT FIXTURE LOCATIONS. VISIONCENTER DISPLAY WALL VISION CENTER PENDANT LIGHT FIXTURES SHALL BE MOUNTED WITH FIXTURE BOTTOM +7'-0" AFF. RECEPTACLE ELEVATION DETAIL EXAM ROOM ELEVATION PENDANT LIGHT FIXTURE PLAN 5 4 2 NTS 02.24.06 WREP55 1/2"=1'-0" 02.24.06 WREP56 1/4"=1'-0" WREL32 TYP VISION CENTER DEMO NOTES 1. ALL DEMO OF EXISTING ELECTRICAL WORK IN THE VISION CENTER SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. DEMO WORK SHALL COMPLY WITH THE VISION CENTER DEMO NOTES AND GENERAL NOTE NUMBER 4 AS SHOWN IN THE ELECTRICAL CONSTRUCTION DOCUMENT SET. 2. EXISTING VISION CENTER ROOMS TO BE REMODELED AS SHOWN. REMOVE ALL EXISTING ELECTRICAL ITEMS FROM WALLS AND CEILING, INCLUDING BOXES, RECEPTACLES, SWITCHES, AND LIGHTING FIXTURES. EXISTING BOXES ARE TO BE REMOVED COMPLETELY AND THE WALL PATCHED PRIOR TO INSTALLATION OF NEW FINISHES. 3. EXISTING FLOORBOXES IN THE VISION SALES AREA TO BE ABANDONED DURING THIS REMODEL. REMOVE EXISTING BRANCH CIRCUITRY FROM FLOORBOXES AS REQUIRED. EXISTING FLOORBOXES TO BE GROUND DOWN TO THE ADJACENT FLOOR LEVEL, AND FILLED WITH NON - SHRINK GROUT (REF SPECIFICATIONS) PRIOR TO INSTALLATION OF THE NEW FLOOR FINISHES. VISION CENTER LIGHTING PLAN NOTES 1. ALL LIGHTS IN VISION CENTER ARE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. REFERENCE E1.2 FOR LIGHTING FIXTURE SCHEDULE. 2. WHERE NEW 2X4 LAY -IN FIXTURES ARE INDICATED, ELECTRICAL CONTRACTOR MAY RE -USE EXISTING 2X4 LAY -IN TROFFER LIGHT FIXTURES WHICH ARE IN PROPER OPERATIONAL CONDITION. RE -LAMP AS LISTED IN LIGHTING FIXTURE SCHEDULE. EXISTING 2X4 LIGHT FIXTURES NOT REUSED DURING REMODEL, SHALL BE GIVEN TO WAL-MART FOR SALVAGE. VISION CENTER POWER PLAN NOTES 1. COORDINATE RELOCATION OF EXISTING TELEPHONES. VERIFY EXACT LOCATION OF VOICE OUTLETS AND TELEPHONES WITH VISION CENTER DISTRICT MANAGER. 2. FIELD VERIFY POWER REQUIREMENTS FOR DEVICES OUTSIDE OF VISION CENTER THAT ARE SUPPLIED BY PANELS/CIRCUITS INSIDE THE VISION CENTER. DEVICES SUCH AS ATM, ICE MACHINE, COOLERS, ETC. MAINTAIN POWER TO THESE ITEMS AND SIMILAR ITEMS THROUGHOUT REMODEL OF VISION CENTER. RELOCATE CIRCUITS OR PROVIDE TEMPORARY POWER FOR SUCH ITEMS DURING VISION CENTER REMODEL AS REQUIRED. TYP 3.455 1 /4"=1'-0" 'LAN CASES, H: c 1/4"=V -O" KEYNOTES 16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLY SERVING AREA LIGHTING THAT WAS REMOVED. MAINTAIN EXISTING CIRCUIT CONTROL UNLESS NOTED OTHERWISE. PROVIDE CONSTANT HOT FOR EMERGENCY, EXIT, AND LOCALLY CONTROLLED LIGHT FIXTURES. 16.163 EMERGENCY LIGHTS CONNECT TO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT SERVING ADJACENT AREA. DO NOT SWITCH. (A) WHEN SHOWN ON WALL, MOUNT 1'-0" BELOW CEILING OR BOTTOM OF STRUCTURE, WHICHEVER IS APPLICABLE. (B) WHEN NOT SHOWN ON WALL, MOUNT ON CEILING OR BOTTOM CORD OF BAR JOIST, WHICHEVER IS APPLICABLE. (C) COORDINATE LOCATION OF FIXTURE WITH DUCTWORK TO MINIMIZE THE AMOUNT OF SHADOWS. 16.451 PROVIDE EMT WITH PROPERLY INSTALLED COMPRESSION OR SET- SCREW TYPE FITTINGS AND AN INSULATED GROUND CONDUCTOR FOR ALL RACEWAYS SERVING VISION CENTER EXAM ROOMS TO COMPLY WITH NEC, HEALTH CARE FACILITIES. 16.453 PROVIDE A RECESSED SINGLE -GANG BOX WITH WIREMOLD V2448 SINGLE - GANG DEVICE BOX TO SERVE PLUGMOLD STRIP. PROVIDE THE RECEPTACLE AND COVER PLATE IN THE SURFACE DEVICE BOX. 16.454 PROVIDE A RECESSED SINGLE -GANG BOX WITH WIREMOLD V2448 SINGLE - GANG DEVICE BOX AND BLANK COVER PLATE TO SERVE PLUGMOLD STRIP. 16.455 INSTALL FURNISHED WIREMOLD V24GB SERIES PLUGMOLD FED FROM SURFACE DEVICE BOX. 16.603 PROVIDE RECESSED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) AT +84" (UNLESS NOTED OTHERWISE). 16.R53 FURNISH AND INSTALL PLASTIC NAMEPLATE WITH 3/4" MINIMUM, CONTRASTING COLOR ENGRAVED LETTERS AS SHOWN ON PANEL SCHEDULE FOR EACH PANELBOARD AND SWITCHBOARD. THE NAMEPLATE SHALL BE BOLTED OR POP -RIVETED TO EQUIPMENT. RELABEL EXISTING PANELS, ETC., AS SHOWN ON THE ELECTRICAL RISER DIAGRAM. FURNISH AND INSTALL A TYPED CIRCUIT DIRECTORY IN EACH NEW PANELBOARD AND EACH EXISTING PANELBOARD AFFECTED BY CHANGES. 16.W12 ETHERNET CABLE: A. FURNISH AND INSTALL JUNCTION BOXES AND CONDUIT, AS SHOWN ON PLANS AND AS REQUIRED BY LOCAL CODES AND/OR ORDINANCES. B. ETHERNET CABLE 1S FURNISHED AND INSTALLED BY OTHERS. C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. 16.W14 NEW TELEPOWER POLES FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. A. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL TWO JUNCTION BOXES (PER POLE) LOCATED AT BOTTOM CHORD OF BAR JOIST. AT CHECKSTANDS, LOCATE BOTH JUNCTION BOXES BETWEEN REGISTERS AND POLES. B. THE ELECTRICAL CONTRACTOR SHALL PLUMB AND ANCHOR POLES AT BASE AND TO STRUCTURE. TOP OF POWER POLES MUST BE SECURED TO STRUCTURE USING UNISTRUT. C. FURNISH AND INSTALL 1/2" FLEX AS REQUIRED TO CONNECT POWER POLES TO JUNCTION BOXES AT STRUCTURE. ISOLATED GROUND CIRCUITS SHALL NOT SHARE ANY JUNCTION BOX OR RACEWAY WITH STANDARD CIRCUITS. 16.W75 VISION CENTER PANEL: A. REUSE EXISTING PANEL LVC. EXTEND EXISTING PANEL FEEDER TO NEW LOCATION FOR PANEL LVC, WITH SAME SIZE CONDUIT AND WIRE AS EXISTING. B. IF EXISTING PANEL FEEDERS AND CONDUIT ARE RAN SUB -GRADE, REMOVE FEEDERS BACK TO THE NEAREST JUNCTION BOX OR TERMINATION POINT. CUT CONDUIT LEVEL WITH SLAB ON BOTH ENDS, AND FILL WITH CONCRETE TO PREVENT FUTURE USE. FURNISH AND INSTALL NEW FEEDER CONDUCTORS AND CONDUIT OVERHEAD FROM PANEL SUPPLYING EXISTING PANEL. SIZE IN ACCORDANCE WITH NEC FOR SIZE OF FEEDER CONDUCTORS TO PANEL LVC. VERIFY EXISTING CONDITIONS PRIOR TO BID. COORDINATE EXTENT OF DEMOLITION AND NEW LOCATION FOR PANEL LVC WITH GENERAL CONTRACTOR PRIOR TO ROUGH -IN. C. ALL BRANCH CIRCUIT BREAKERS SHALL BE 20A SINGLE POLE CIRCUIT BREAKERS UNLESS NOTED OTHERWISE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL JEACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT JA THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. N ���. � z a�' Uzg w Waa�N z�'� an �o6aa z Q m Z�vwi�0mgwoow O y mw WW�ayaQ. Z ¢�aoe's6o�-aww� 0 3;53 !�o`mwLqaZ000 ca.ww° 2°zo a jz J (nZ < 01F -t0 -WW IF=<C D as w�Z��NGap6w N a ooh o�MW L) 0 �" vow-z�W..9W5 .2.XF N V)w %°o �° �No��o..7d' tnwtrwwwar- ISSUE BLOCK CHECKED BY: KLS >oo �NO00 a w A O D oLr)-r to fes- r, PROTO CYCLE: O © ©� 02-06-09 C— r�d� O r cErjri O --5L 0)L) -5 w UW z mN N ~ , 0 O z 0 Ld ryO MI U Q 0 F-- (n ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: O © ©� 02-06-09 z p w 0 Ld ryO Q 0 F-- (n o O � C\2 � a w GQ Z pq O ISSUE BLOCK CHECKED BY: KLS DRAWN BY: JCD PROTON 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 VISION CENTER ELECTRICAL PLANS AN D DETAILS =HE EVC1 uj C } z 4z aa'*6jsw 2L. w���awcw.)N0w V)x r) W.uwi ai��=`� LL-w a Q N x W W J N d Za�aoLLF-0ww w7 tcZ0m �j 'ooFaoZ iw¢¢��ZZaCgzo OJz Ljw' 3 qw 5F �V�U>0_ i cc)-, ,w�� 5 ����F N �N� N W -o �ww�o ��fi - :527" 0<0�w<F- ISSUE BLOCK CHECKED BY: KLS DRAWN BY: 0 � -Fo 0 0 192 PROTO CYCLE: Q to 1- F, © ©^ 02-06-09 C crmn*d-'t oV) c 3•oE :3.- En O p o' mv�Lo H �'w 0nj v 0 O Oma' �cno Z co OCQ m Q OOD40 w � Z O z U 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: O :r% © ©^ 02-06-09 CD O 0 O Oma' �cno �-- co OCQ � w z 0 ISSUE BLOCK CHECKED BY: KLS DRAWN BY: JMS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 PROVIDE JUNCTION BOX FOR CONTROLS OF FAN COIL 1/2" PENETRATION THRU ROOF FOR SENSOR LEADS AND SEAL INSIDE AND OUT WITH SILICONE OR EXPANDING FOAM AND SEALANT RETURN AIR TEMP SENSOR CEILING OF BOX PROVIDE JUNCTION BOX FOR CONTROLS OF FAN COIL 1/2" PENETRATION THRU ROOF FOR SENSOR LEADS AND SEAL INSIDE AND OUT WITH SILICONE OR EXPANDING FOAM AND SEALANT CEILING OF BOX 6t' SECURE SENSING ELEMENT AND CABLE WITH (2) NYLON MOUNTING BRACKETS (PANDUIT #PP2S-S10-X) AT RIGHT ANGLES TO EACH OTHER. PLACE BULB APPROX 3" OFF CENTER IN MAXIMUM RETURN AIR STREAM. MOUNT BRACKET WITH EXISTING FAN SHROUD MOUNTING SCREW. DO NOT DRILL HOLE IN DRAIN PAN TO MOUNT BRACKETS SINGLE COIL EVAPORATOR DUAL COIL EVAPORATOR TEMPERATURE SENSOR LOCATION 4 NTS 06.29.01 EE08 CIM -A1 SCHEDULE (E) 1 LTA lc SENSOR 2 LTA -1b (SENSOR) 3 LTA -2 (SENSOR) 4 LTA -4 SENSOR 5 LTA -5a SENSOR 6 LTA -5b (SENSOR) 7 LTA -5c (SENSOR) 8 LTA -5d (SENSOR) AUX SPARE DT SWITCH CIM -81 SCHEDULE (E 1 LTB—la (SENSOR) 2 LTB -1b SENSOR 3 LTB—lc (SENSOR) 4 LTB -1d (SENSOR) 5 LTB -5a SENSOR 6 LTB -5b (SENSOR) 7 LTB -5c (SENSOR) 8 LTB -5d SENSOR AUX LTB -5 DT SWITCH CIM -C1 SCHEDULE (E) 1 MTC -1 (SENSOR) 2 MTC -5a SENSOR 3 MTC -5b SENSOR 4 MTC -3a (SENSOR) 5 MTC -3b SENSOR 6 MTC -17a (SENSOR) 7 MTC -17b (SENSOR) 8 SPARE SENSOR AUX SPARE DT SWITCH CIM -D1 SCHEDULE E) 1 MTD -1 a (SENSOR) 2 MTD -1b SENSOR 3 MTD -1 c (SENSOR) 4 MTD -2a SENSOR 5 MTD -2b SENSOR 6 MTD -3 (SENSOR) 7 MTD -4 (SENSOR) 8 MTD -5 SENSOR AUX SPARE DT SWITCH CIM -A2 SCHEDULE E 1 LTA -6a (SENSOR) 2 LTA -6b (SENSOR) 3 LTA -6c SENSOR 4 LTA -7a SENSOR 5 LTA -7b SENSOR 6 SPARE (SENSOR) 7 SPARE (SENSOR) 8 SPARE (SENSOR) AUX SPARE DT SWITCH qM-82 SCHEDULE E 1 LTB -6a SENSOR 2 LTB -6b SENSOR 3 LTB -6c (SENSOR) 4 LTB -6d (SENSOR) 5 LTB -3 SENSOR 6 LTB -8 (SENSOR) 7 LTB -9a (SENSOR) 8 LTB -9b (SENSOR) AUX LTB -6 DT SWITCH dM -C2 SCHEDULE (E) 1 MTC -4a (SENSOR) 2 MTC -4b (SENSOR) 3 MTC -4c (SENSOR 4 MTC -4d (SENSOR) 5 MTC -2a SENSOR 6 MTC -2b SENSOR 7 MTC -2c SENSOR 8 MTC -2d SENSOR AUX SPARE DT SWITCH CIM -D2 SCHEDULE E) 1 MTD -6 (SENSOR) 2 MTD -7 (SENSOR) 3 MTD -8a (SENSOR) 4 MTD -8b (SENSOR) 5 MTD -9a SENSOR 6 MTD -9b SENSOR 7 MTD -9c SENSOR 8 MTD -9d (SENSOR) AUX SPARE DT SWITCH CIM -A3 SCHEDULE E) 1 LTA -8a (SENSOR) 2 LTA -8b (SENSOR) 3 LTA -8c SENSOR 4 SPARE SENSOR 5 LTA -9a SENSOR 6 LTA -9b (SENSOR) 7 LTA -9c SENSOR 8 LTA -9d (SENSOR) AUX SPARE DT SWITCH CIM -83 SCHEDULE (E) 1 LTB -2a (SENSOR) 2 LTB -2b SENSOR 3 LTB -2c (SENSOR) 4 SPARE SENSOR 5 LTB -4 SENSOR 6 LTB -3 SENSOR 7 PARE (SENSOR) LSPARE PARE (SENSOR) AUX SPARE DT SWITCH CIM -C4 SCHEDULE (E) 1 MTC -10a (SENSOR) 2 MTC -10b (SENSOR) 3 MTC -11a SENSOR 4 MTC -11b SENSOR 5 MTC -11c SENSOR 6 MTC -11d (SENSOR) 7 SPARE (SENSOR) 8 SPARE (SENSOR) AUX SPARE DT SWITCH CIM -D3 SCHEDULE (E) 1 SPARE (SENSOR) 2 SPARE (SENSOR) 3 SPARE (SENSOR) 4 MTD -110 (SENSOR) 5 MTD -11b SENSOR 6 MTD -12a (SENSOR) 7 MTD -12b (SENSOR) $ MTD -13 (SENSOR) AUX SPARE DT SWITCH 2" CONDUITS TO JOIST LEVEL AS NEEDED FOR CABLING AND PROVIDE BUSHINGS AT EACH END TYP EXISTING UNISTRUT TO STRUCTURE AND TOP OF COOLER. MOUNT NEW CIM'S VERTICAL r---- _--_..-----„----� SO LED DISPLAY IS AT THE TOP THIS AREA DESIGNATED FOR CIMS. EXISTING REF CIM SCHEDULES FOR QUANTITY WIREWAY L — — — — — — — — — — — — — — — — — — — — — — - All EXISTING PLYWOOD BACKBOARD COOLER/FREEZER ROOF EXISTING CIM BACKBOARD 3 NTS 09.29.05 WREE07 CIM -A4 SCHEDULE (E 1 LTA -10a (SENSOR) 2 LTA -1 Ob (SENSOR) 3 LTA -10c (SENSOR) 4 LTA -11 a SENSOR 5 LTA -11b SENSOR 6 SPARE SENSOR 7 SPARE SENSOR 8 SPARE SENSOR AUX SPARE DT SWITCH CIM -84 SCHEDULE E) 1 LTB -7a SENSOR 2 LTB -7b SENSOR 3 LTB -7c (SENSOR) 4 LTB -7d SENSOR 5 SPARE SENSOR 6 SPARE SENSOR 7 SPARE SENSOR 8 SPARE SENSOR AUX LTB -7 DT SWITCH CIM -05 SCHEDULE (E) 1 MTC -12a SENSOR) 2 MTC -12b SENSOR 3 MTC -12c SENSOR 4 MTC -12d SENSOR 5 MTC -12e SENSOR 6 MTC -12f SENSOR 7 SPARE SENSOR 8 SPARE SENSOR AUX SPARE aM-D4 SCHEDULE (E 1 MTD -10a SENSOR 2 MTD -10b SENSOR 3 MTD -10c (SENSOR) 4 MTD -10d SENSOR 5 MTD -10e SENSOR g SPARE SENSOR 7 SPARE SENSOR 8 SPARE SENSOR AUX SPARE CIM -A5 SCHEDULE (E 1 LTA -12a (SENSOR) 2 LTA -12b SENSOR 3 LTA -12c SENSOR 4 LTA -13a SENSOR 5 LTA -13b (SENSOR) 6 1 LTA -13c SENSOR 7 LTA -3a SENSOR 8 LTA -3b SENSOR AUX SPARE CIM -C6 SCHEDULE (E) 1 MTC -18a SENSOR 2 MTC -18b SENSOR 3 MTC -6a SENSOR 4 MTC -6b SENSOR 5 MTC -6c SENSOR 6 MTC -6d SENSOR 7 MTC -6e SENSOR 8 MTC -6f SENSOR AUX SPARE I_c -- -- - -- -- ----� I---- -- -- -- -- __ COMPRESSOR HOUSE #1 COMPRESSOR HOUSE #2 ## DENOTES THOSE E.M.S. DEVICES THAT ARE MONITORING ONLY. iI » ** DENOTES THOSE EMS DEVICES THAT RACK A RACK B , , RACK C RACK "D" � i ARE FIELD INSTALLED. THE REST ARE i CONTROLLER CONTROLLER i CONTROLLER CONTROLLER i FACTORY INSTALLED. M CIM -A1 M CIM -B1 M CIM -C1 M CIM -D1 M CIM -A2 M CIM -B2 M CIM -C2 M CIM -D2 M CIM -A3 M CIM -B3 M CIM -C3 M CIM -D3 M CIM -A4 M CIM -B4 IM CIM -C4 M CIM -D4 CIM ONE -LINE DIAGRAM REFLECTS THE INTENDED DESIGN BASED ON NEW CASES AND EXISTING M CIM -A5 CIM -05 SYSTEM NUMBERS. EMC SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF ALL EMS CIM -C6 EQUIPMENT PRIOR TO ROUGH -IN. CIM -C7 CIM -C8 PARTIAL ONE -LINE DIAGRAM OF REFRIGERATION "SPECTRUM” (2i EMS. NTS CIM -CS SCHEDULE (E) 1 MTC -15a (SENSOR) 2 MTC -15b SENSOR 3 MTC -15c SENSOR 4 MTC -15d SENSOR 5 SPARE 6 SPARE 7 SPARE 8 SPARE AUX I SPARE I TC -12 MTC -1b IS S Si MTC -1d, x' _ I LTA 4 , r� 1 w o ooh � o��aaazzwW U. � rnzaaoF_W oz L. �Q�\opoawUN�wV 0 a o'8ow wm%mfo?w u �a.Nao �WWJztia� Z 4Q6zoLloo&_mw wm z6zx5m �mwugoPwmoDowpaOQaQ '6VDo-WZ<=pWW000–n�lz ow W IxoU) F.,wdw-o cn o mc Noa�)amaawQJ CHECKED BY. KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: REM1 GENERAL REFRIGERATION ELECTRICAL NOTES FEEDER SCHEDULE 1. PROVIDE ALL CONDUIT AN -1111, ..--..._.-._ _.... D CONDUCTORS AS --- .. --. -- _-. _._ ........ 11"-...,....... ...... - _...._ ... __._.. 20A, (2)#10, (1)#10G, 1/2" C F111.: rrrvll . is l Na _ Y .,..... ; NOTE: TAP DEFROST CIRCUIT IN CONDUIT AT CEILING PENETRATION JUNCTION BOX WITH #10 AWG FOR FILLED WITH SEALANT TYPICAL REFRIGERATED CASE SYSTEM CONNECTION TO UNIT. MAXIMUM LENGTH OF TAP CONDUCTOR 18" CONDUIT AND WIRING TO PRE -WIRED T PENETRATION SEALED PANELIN COMPRESSOR RACK 5 DOOR CASE 5 DOOR CASE 4 DOOR CASE WITH SILICONE SEALANT FINAL CONNECTION TO PRE -WIRED PANEL BY RC j 126A 12.6A 9.9A UIT AND WIRING TO NEXT COOLER/FREEZER BOX CEILING ,N BOX ON SAME SYSTEM CEILING MO zE SHOWN ON DRAWINGS) MOUNTED WP JUNCTION BOX L A )NDUIT AND WIRING SAME WITH THREADED HUBS AND GASKETED B 4ND QUANTITY AS WIRING COVERPLATE AO i PRE -WIRED PANEL (UNO) BO — PROVIDE CEILING MOUNTED MANUAL SWITCH Co (NEMA 4) 'SQUARE D' TYPE K, CLASS 2510 PROVIDE 208/30 HOME RUN TO PRE -WIRED PANEL 1 IN COMPRESSOR HOUSE. FINAL CONNECTION AT 'kL COILi—/ OR EQUAL FOR CONNECTION OF EVAPORATOR -i� lr COIL FANS (CF) AND/OR ELECTRIC DEFROST (ED), EACH END BY REC (WHERE SHOWN ON DRAWINGS) NOTE: LIQUID TIGHT FLEX CONDUIT TO ON SYSTEMS WITH UNEQUAL LOADS, REC (REFRIGERATION ELECTRICAL KNOCKOUT ON UNIT. FINAL CONTRACTOR) SHALL ARRANGE CONNECTIONS FOR MAXIMUM BALANCE CONNECTION TO COIL BY RC NOTE: DO NOT LOCATE WP JUNCTION BOX DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET TO SIDE. OLOAD CALCULATED UNBALANCED 3AO LOAD = (12.6 A + 9.9 A) x .866 19.5 A BO LOAD = (12.6 A + 12.6 A) x .866 = 21.8 A- (HIGH LEG) CO LOAD = (12.6 A + 9.9 A) x .866 = 19.5 A EVAPORATOR COIL WIRING CASE DEFROST WIRING 4 NTS 05.25.01 ER01 3 NTS 05.25. 01 ER03 0 I 0 0 N15 ROUTE CONDUIT FOR BRANCH CIRCUITS FROM OVERHEAD THRU CHASE, ALONG WITH REFRIGERATION PIPING TYP PROVIDE (2) CONDUITS AND BRANCH CIRCUITS PER REFRIGERATED CASE SYSTEM. ONE CONDUIT WILL SERVE 120V CASE FANS, LIGHTS AND ANTI -SWEAT CIRCUITS; ONE CONDUIT WILL SERVE 208V CASE ELECTRIC DEFROST CIRCUIT. ON SYSTEMS WITHOUT ELECTRIC DEFROST, ONLY PROVIDE ONE CONDUIT CHASE BRACKET CONDUITS TO CHASE (EVERY 10'-0" ON CENTER) PROVIDE 5' LENGTH LIQUID -TIGHT FLEXIBLE METAL CONDUIT. FURNISH APPROXIMATELY 12" PIGTAIL STUBBED FROM END OF EACH LIQUID -TIGHT FLEXIBLE METAL CONDUIT FOR TERMINATION TO REFRIGERATED CASE ELECTRICAL CONNECTION POINT BY R.C. TYPICAL REFRIGERATED CASE SYSTEM ROUTE EMT CONDUITS (UNDER CASES, ABOVE SLAB) TO POINT OF TRANSITION TO FLEX 12" WIRE PIGTAILS TYP 5' FLEX CONDUIT TYP FLOOR BRACKET CONDUIT TO FLOOR AS REQUIRED BY CODE TYP — PROVIDE TRANSITION FROM EMT TO LIQUID -TIGHT FLEXIBLE METAL CONDUIT BRANCH CIRCUIT CONDUITS TO OTHER REFRIGERATED CASE SYSTEMS TYP CONNECTION WIRING, 10.31.03 ER04 CONDUITS FOR REFRIGERATED CASE SYSTEM. CONDUITS) WILL SERVE 120V CASE FAN, CASE LIGHT AND CASE ANTI -SWEAT CIRCUITS, IN ADDITION, CONDUIT(S) WILL SERVE 208V CASE ELECTRIC DEFROST CIRCUIT (IF APPLICABLE). NOTE: CIRCUITS MAY BE GROUPED TOGETHER TO MINIMIZE NUMBER OF CONDUITS PROVIDED THAT ALL NEC REQUIREMENTS ARE MET PROVIDE 5' LENGTH OF LIQUID -TIGHT FLEXIBLE METAL CONDUIT. FURNISH APPROXIMATELY 12" PIGTAIL STUBBED FROM END OF EACH FLEX CONDUIT FOR TERMINATION TO REFRIGERATED CASE ELECTRICAL CONNECTION POINT BY R.C. PROVIDE TRANSITION FROM PVC TO EMT TYPICAL REFRIGERATED CASE SYSTEM ROUTE EMT CONDUITS (UNDER CASES, ABOVE SLAB) TO POINT OF TRANSITION TO FLEX 12" WIRE PIGTAILS TYP 5' FLEX CONDUIT TYP J FLOOR BRACKET CONDUIT TO FLOOR AS REQUIRED PER CODE TYP L. l PROVIDE TRANSITION FROM EMT TO FLEX REFRIGERATION PIT UNDERSLAB PVC CONDUIT FOR REFRIGERATED CASE BRANCH CIRCUITS CASE CONNECTION WIRING NTS 07.25.03 ER02 w I— W JF_z o0� W -1, Q<-.`3pTf-N ZN� Opa(nuw0<Qu L� 0-t0-n-nao(,�v0 ww-J--(L>- Z (AUOZM-owW_(Lz�wm 0 3Vaow�wwUKo00 F- 2�w O�UlqaZ OQ Q zNootawwwxbwp<o3 � CL Kz4D yZp M 2500N� 00-0 owwrwwF"; 0vWiw 6. MHL-55LoNmdf6o3:aR 0 CHECKED BY: KLS > c, 00 a W A 0 0 oSF PROTO CYCLE: (A d v O I I 02-06-09 06 c E i j cW� ri -oLOLo w 0 O U iN- z m o aD F- CD rn Oa c z0U CE Q O I— V) 6. m 0 CHECKED BY: KLS DRAWN BY: a W A 0 0 192 PROTO CYCLE: 0 � © ©� 02-06-09 O cW� O O CE 0 Q O I— V) o I co o � W w z 0 CHECKED BY: KLS DRAWN BY: JWW PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 1/810=1 1-0" Ar Ar it AVT T�14 OF �8 C58 ?'!� "r) SUSPEND BUSWAY TO +12'-0° WITH CABLE FURNISHED WITH BUSWAY. - PLAN. ,� 'ER) PA ja q D F (f) p p OZ6 W JQWQ�r3Wo�N ZN� �I-fi t\p �.KpJ W U(n Q.0 C)j LLL- �WZ�=�iI QBy� z 0 w fn4p to W��yg,W z 4ofgzwO-W6O�..fL.E Wm I— C�dpwpp �'Zp7°-TEzZQ JOz zo FO-wm C.)z � QQUw zmf2wtnV�pNg � yw��Z���aa����w ISSUE BLOCK 77T CHECKED BY: KLS DRAWN BY: a w A O 0 192 PROTO CYCLE: O foo �- 02-06-09 0�0 00 u"M ci v o I I w c: O .o _ O y q �M M r0 �W 0 °o o .. � a O � oN z 0° ai J , ~ 0 D O :2 V) Z 0 Losam U ISSUE BLOCK 77T CHECKED BY: KLS DRAWN BY: a w A O 0 192 PROTO CYCLE: O D cm 02-06-09 w O O ..z r0 0 O un � a O � CQ z pa 0 ISSUE BLOCK 77T CHECKED BY: KLS DRAWN BY: JCD PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 GROCERY ELECTRICAL PLANS SHEET: GE1 GROCERY EQUIPMENT SCHEDULE N0. DESCRIPTION MANUFACTURER MODEL NO. VOLT PH AMPS HP VA TERMINATION MTG. HT. NOTES PROTO CYCLE: m2r F, © ©� MISC. GROCERY EQUIPMENT SCHEDULE MG21 WASTE COOKING OIL TANK ELECTRICAL EQUIPMENT SCHEDULE H. VERIFY EXACT POINT(S) OF CONNECTIONS) CLEANSTAR 2500 -CW 120/1 1/3 SIMPLEX; NEMA 5-20R +48" H NOTES AND FIELD WIRING REQUIREMENTS WITH EQUIPMENT INSTALLER. Y FRONT GROCERY PO PL W SL. or D L, <<,*6F2 O�� p� << F�cn Z—Z (aF.\�c6.WU(AQUU ry O aaWaZNpmwO�cnag�>�,i wnm am<0.www} LL �ffi2Wza 006W,m O ahw 3 W m � O N w a Z p O q C % <QwOZO <ZZ< J Z ?CiatO-i,,wu6 p<03 wz<:D 6F= I-U�W,W F WW�LpgX y~O�KO' V OWO ISSUE BLOCK CHECKED BY: KLS DRAWN BY: >oo •- oaw 192 PROTO CYCLE: m2r F, © ©� 02-06-09 d oo I z c O s�� w O CD E E i;� i^ _o�� o s Lj-J o 0 ° z O � M N H � oc O X w A � U) a- LL - V) z O U ISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A oaw 192 PROTO CYCLE: O © ©� 02-06-09 0 z O � w CD O o Lj-J o 0 O I O � � � w A z O ISSUE BLOCK CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 SHEET: GE2 i 'I I Alm"' LF FI OF h P��tN1� �--( �3U 710 West Rosetawri Drive. '. :Rogers. Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 . William Douglas Hudey Florida License No ARM919 Barry L. McNeill Florida Lioense No AR0016M - W V) Qz F p U _ awo �� � add �lWo�oa�goa EXISTING SQ Z FT. 207 446 O �� �eo�ao�a• �� zz g!H ufla 4 a W � FORD FLORI*DA .02=06=09 !! 1� � � �� vav�ia��a�4�i� 1 0DATE: ! STORE NO.: 'PROTON 92 ARCH CONT STRUCTURAL MECHANICAL ELECTRICAL DRAWING INDEX A8 DOOR. SCHEDULE S1 PLANS AND,,GENERAL NOTES MP1 MECHANICAL AND PLUMBING PLAN El LIGHTING PLAN z A8.1 DOOR DETAILS MING DETAILS M1 ENLARGED MECHANICAL PLANS E1.1 ENLARGED, LIGHTING PLAN GENERAL A9 CASEWORK M2 MECHANICAL DETAILS LIGHTING DETAILS POWER PLAN AC1 AUTOCENTER PLANS AND DETAILS S4 FRAMING DETAILS M3 MECHANICAL SCHEDULES E2 C1 COVER SHEETAC2 TIRE BATTERY STORAGE AND DETAILS P1 ENLARGED PLUMBING PLANS E2.1 POWER DROP PLAN N1 GENERAL INFORMATION ROYAL GC1 GARDEN CENTER P2 PLUMBING DETAILS E2.2 ENLARGED POWER DROP NSAN PLANS PRODUCT APP U AND ETHERNET LA PA2 PRODUCT APPROVAL PH1 PHARMACY PLANS AND DETAILS. 2 PHARMACY .DETAILS P2.2 ACORN VAC PLUMBING E2.4 ENLARGED POWER PLANS PHC= b PA3 PRODUCT APPROVAL S P2.3 ACORN VAC PLUMBING SYSTEM INSTALLATION E2.5 ENLARGED POWER .PLANS PA4 PRODUCT APPROVAL E2.6 ROOF POWER PLAN D ~ PA5 PRODUCT APPROVAL VC1 TEM VISION CENTER PLANS DETAILS P2.4 ACORN VAC PLUMBING SYSTEM INSTALLATION ELECTRICAL DETAILS PA6 PRODUCT APPROVAL ELECTRICAL DETAILS Q PA6..1 PRODUCT APPROVAL DETAILS � N GENER_ AL REMODEL PLUMBING SCHEDULES PARTIAL ELECTRICAL RISER DIAGRAM PA7 PRODUCT APPROVALMPLUMBING SCHEDULES E4.1 ELECTRICAL ONELINE DIAGRAM AND SCHEDULES O PA8 PRODUCT APPROVAL FIRE AUTO CENTER MECHANICAL PLAN E5 TLE ELECTRICAL PLANS AND A..z P AUTO CENTER MECHANICAL DETAILS AND RISERS EM1 ENERGY MANAGEMENT PLAN w ARCHITECTURAL MAC2 AUTO CENTER MECHANICAL DETAILS EPH1 PHARMACY ELECTRICAL PLANS AND DETAILS Of FP1 FIRE SPRINKLER SITE PLAN � Ca 0 D1 DEMOLITION PLAN GROCERY FP2 FIRE SPRINKLER REMODEL PIPING PLAN 4900 AST. VENT PIPE DETAILS VISION CENTER ELECTRICAL PLANS AND DETAILS MPH1 PHARMACY. MECHANICAL PLANS TEMPORARY VISION CENTER ELECTRICAL PLANS D1.1 GROCERY DEMOLITION VISION CENTER MECHANICAL PLANS •REM1 REFRIGERATION ENERGY MANAGEMENT PLANS a A1. FLOOR PLAN ARCHITECTURAL ENTER MECHANICAL PLANS RE1 REFRIGERATION POWER PLANS TEMPORARY VISION C A1.1 FLOOR FINISH PLAN REFRIGERATION DETAILS GA1 FRONT GROCERY FLOOR PLAN FRONT _GROCERY MECHANICAL PLANS A1.2 INTERIOR FINISH PLAN AND DETAILS GP1 FRONT GROCERY PLUMBING PLANS GE1 GROCERY ELECTRICAL PLANS GA1.1 GROCERY DETAILS A2 EXTERIOR ELEVATIONS GROCERY, POWER PLANS E GA1.2 GROCERY INTERIOR FINISH PLAN AND DETAILS GP1.1 REAR GROCERY PLUMBING, PLANS ANNNNNN� CTI NS AND DETAILS GA2 REAR GROCERY FLOOR PLAN RD1 FRONT GROCERY REFRIGERATION DEMO PLANS W A3 SE GA2.1 DELI WASTE OIL TANK RD1.1 REAR GROCERY REFRIGERATION DEMO PLANS A4 ROOF PLAN GR1 FRONT GROCERY REFRIGERATION PLANS A5 VESTIBULE PLANS AND DETAILS GR1.1 REAR GROCERY REFRIGERATION PLANS O A5.1 ENLARGED PLANS AND DETAILS REFRIGERATION DETAILS ISSUE BLOCK -06- A5.2 RECEIVING "R3 REFRIGERATION LEGENDS 03-06-09 ADDENDUM W04-15-09 CCD A5.4 PHOTO LAB/SITE TO STORE ADDED SHEETS: 4 5 05-04-09 CC P2 2 P2.3 AND P2. A6 'PARTITION TYPES AND WALL DETAILS cd A7 ROOM FINISH SCHEDULE 05-12-09 CCD MENEM W BUILDING CODE SUMMARY z . FLORIDA NAME OF PROJECT. SANFORD, STREET ADDRESS: 1601 RINEHART ROAD PROPOSED USE: RETAIL CODES: 2004 FLORIDA BUILDING CODE W/2007 SUPPLEMENTS 2004 FLORIDA EXISTING BUILDING CODE W/2007 SUPPLEMENTS OE�vER�� �+ c 2004 FLORIDA. MECHANICAL CODE W/2007 SUPPLEMENTS GENERAL NOTES 2004 FLORIDA FUEL GAS CODE W/2007 SUPPLEMENTS / COPE OF WORK CHECKED BY: � RF/ 2004 FLORIDA PLUMBING CODE W/2007 SUPPLEMENTS 1. BUILDING WILL BE FULLY SPRINKLERED AS DRAWN BY JM/L 2004 FLORIDA FIRE PREVENTION CODE W/2007 SUPPLEMENTS INTERIOR WALLS: CLEAN, PREP, AND PAINT REQUIRED BY CONTRACT DOCUMENTS. SUBMIT 2005 NEC * PROTO: 1 NFA 1 AND 101 EXTERIOR SURFACES: CLEAN, PREP, AND PAINT FIRE SPRINKLER SYSTEM DRAWINGS AND 2003 P *CEILING GRID . AND CEILING TILE: CLEAN AND CALCULATIONS TO AUTHORITIES HAVING .REPLACE A5 NOTED JURISDICTION FIRE DEPARTMENT, FIRE MARSHAL; PROTO CYCLE: 03-27- OCCUPANCY: M -MERCANTILE . * FLOOR TILE: REPAIR REPLACE AS NOTED ETC). OBTAIN ALL APPROVALS PRIOR TO DOCUMENT DATE: 02 -06 - DOCUMENT TYPE OF CONSTRUCTION. IIB / FABRICATION OR INSTALLATION. ALLOWABLE AREA: UNLIMITED * VISION CENTER: REFURBISH AS NOTED *GARDEN CENTER: REFURBISH AS NOTED 2. OWNER WILL PROVIDE FIRE EXTINGUISHERS IN * RESTROOMS: REFURBISH AS NOTED ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE *DOORS: REPAIR/REPLACE AS NOTED EXTINGUISHER LOCATIONS. *PHARMACY. REMODEL , 3. WAL-MARTS ALARM CENTRAL ENGINEERING *ENTRY VESTIBULE: REMODEL, REPLACE EQUIPMENT TEAM HAS CONTACTED THE AUTHORITY HAVING FIRE RETARDANT TREATED WOOD IS REQUIRED ON THIS PROJECT AS NOTED JURISDICTION FOR PRE -PLAN DATA ABOUT * VARIOUS OFFICES: REMODEL STATE AND LOCAL REQUIREMENTS THAT DIFFER * GROCERY: REMODEL, REPAIR/REPLACE EQUIPMENT FROM THE NATIONALLY PUBLISHED CODES AND - -_ -. _ .. _ ..- _ .. - _ - IFI C__� __........_ 5TANDA DS. A COMPLETE SITE SPEC SIGNAGE PERMITTED SEPARATELY. SUBMITTAL IS BEING MADE DIRECTLY TO THE * TLE: RELOCATE EXISTING BULK OIL TANKS AND AUTHORITY HAVING JURISDICTION. QUESTIONS - INSTALL EQUIPMENT AS NOTED. SHOULD BE DIRECTED TO 1-800--530-9924, W SIGNAGE FURNISHED BY WAL-MART * PHOTO LAB/SITE TO STORE:- INSTALL AS NOTED- OPTION 3. *SIGNAGE: INSTALL AS NOTED T AND INSTALLED BY OTHERS. 4. THE MAXIMUM STORAGE HEIGHT IS TWELVE FEET REF A2.1 EXCEPT IN THE GENERAL MERCHANDISE . RECEIVING AREA IMMEDIATELY ADJACENT TO W VICINITY MAP THE DOCK DOORS. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 FEET OF CLASS I-IV COMMODITIES IN FIXED SINGLE AND DOUBLE ae. fi :' {{ �7 r A 1 . F 1 R .... � '. , Pl„, w z•.s F!a t A..u'r Y Y: �. �' `7 '! \ 4y.\ 5 J^�{ ..y .k.�'4 � r� k, I irk 4 �`�t��'. ROW RACKS. THE STACKING HEIGHT OF THE ROLLING RACK AREA WILL NOT EXCEED 12 FEET. mqa NN asyq ^'-"•�,� a,,, - '.fib :,.:.>: .c 4 ^ : h �� sw zf:� c£a cf s ,�,y,,.,•..,� R,,•, V �,,. �' • fL nA.., r. f .m --, Y < h. fi<" ; y< , r, ;y y`: 5, REFER TO SPECIFICATION SECTIONS 01600 r.'ks `'+t L'c; ♦ <J*".<'�.y 2 '}R.:Yr ^, A �. ,PRODUCT REQUIREMENTS UIREMENTS AND 01640-- -OWNER n, Q III q. ppi } !`(s b r� a .�k �. LL �:. ���} .,iV ,� : -: FURNISHED' •PRODUCTS. THESE SECTIONS . %E�'. \f � 'L ' :`^�Y t,...0 ,. ..eoY \., �rir. sl• ...,^:..�rt N '. ?l,u '.'a::' 1:...1 .•:. ,. .$J : .... �. ... •Ik r✓i. 7:,�.,'e:: d. .+,.. �, . .p:. .... y.L.r�a O r • . r .. - r„•f '^'; 1. ti ,. "4 ! ,7 ro, i.+.,. ,., '+ a. y"^;'vi-REGARDING. INCLUDE SPECIFIC INFORMATIONP 3 .... .:5...{,�'S ;\.� .v. .. =.;i•s .. n :ITEMS AND SERVICES TO BE FURNISHED AND - r , - :.r,• , �� ir�T. « INSTALLED BY INDIVIDUALS OTHER THAN THE CONTRACTOR. GENERAL C N W (� !r •0 - - ° a�k'�\ r st .ZJ•YL�rmx�4i�y a,P'^`YY""tc sv 'c 7. w",i,�R.n r5, _ �p ' ,+,r, ,,,�,�, �� ; ,�s.� k,� yy � �,�� 6. CONTACT WAL-MART ROOFING MAINTENANCE VIA Lo C - EMAIL AT ROOFPM®WAL- MART.COM FOR Z ROOFERS. NO EXCEPTIONS. ® 13 ', � ,..,. v.. .. . -v < '.4 APPROVED BONDED Y Q\/ - - - s..,, s 4� v, i , t i srt f I -i 'V i• t r 't r }r'"d v°i' iy{ .rte'' � �t �` >L. ?.. t S� J N �• a o 3 -p C: v � STORE ADDRESS: COVER J 1601 RINEHART ROAD T WAL-MART STORE N0. 3207 SHEET m -r, L _ _ SANFORD, FLORIDA 32771. M o' 0) o ENGINEER: FIRE PROTECTION ENGINEER: MECHANICAL ELECTRICAL ENGINEER: BUILDING REVIEW. FIRE REVIEW. FOOD SERVICE REVIEW. GROCERY REVIEW INFORMATION. SIGNAGE REVIEW. ARCHITECT.... STRUCTURAL ENG � PROJECT SOLUTIONS ENGINEERING,' INC. CITY OF SANFORD CITY OF SANFORD FLORIDA DIVISION OF HOTELS AND RESTAURANTS FLORIDA DEPARTMENT OF AGRICULTURE AND CITY OF SANFORD N WALLACE ENGINEERING TELGIAN © PB2 ARCHITECTURE AND ENGINEERING HURSTON BUILDING NORTH TOWER CONSUMER SERVICES PLANNING AND COMMUNITY DEVELOPMENT `^ INDUSTRIAL DRIVE` SUITE 200 BUILDING DEPARTMENT FIRE DEPARTMENT Ell Ei RIVE STRUCTURAL CONSULTANTS, INC. 900 CIRCLE 75 PARKWAY, SUITE 680 1390 BOONS D „ cv 710 WEST ROSELAWN D 13 3 SOUTH FRENCH AVENUE 400 WEST ROBINSON STREET, SUITE 802 QUALITY ASSURANCE AND TRAINING SPECIALIST 300 'NORTH PARK AVENUE BRADYSTREET ATLANTA, GEORGIA 30339 COLUMBIA, MISSOURI 65202 300. NORTH PARK AVENUE 0 0 H E ROGERS, ARKANSAS 72756' 200 EAST 0 450--106- STREET ROAD 13 NORTH SANFORD FLORIDA 32772 ' 'n " 73 443--7100. SANFORD, FLORIDA 32771 SANFORD, FLORIDA 32771 ORLANDO, FLORIDA 32801 , x` -3545 TULSA, OKLAHOMA 74103 (770) 432-3882 (5 ) x (479); 636 SHEET: (850) 487-8395 #118 r� (918) 584-5858 (407) 330--56.57 (407) 302-•2517 (407) 330=5673. o JACKSONVILLE, FLORIDA 32259 a.. C 1 904 287 .6956 ,w .. . " iU ,SITE VERIFICATION REQUIREMENTS,L nnr�o rmn 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF STRUCTURAL STEEL FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR SHALL ESTABLISH ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND SETBACKS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. 5. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 6. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. 7. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION, THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED OPENING BETWEEN THE EXISTING STORE AND THE ADDITION. 8. THE CONTRACTOR SHALL VERIFY EXISTING FOOTING DEPTHS AND MATCH AT NEW ADDITION TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY SHALL BE REPORTED TO THE WAL-MART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR SHALL CORE THE ROOF INSULATION TO DETERMINE ITS THICKNESS PRIOR TO BIDDING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MATCH EXISTING ROOF INSULATION THICKNESS ON THE ADDITION UNLESS DIRECTED OTHERWISE TO INSTALL 3" INSULATION IN SEPARATED AND ISOLATED ROOF CONDITIONS. REFER TO ROOFING SPECIFICATION SECTION. 1O. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WAL-MART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. GENERAL REQUIREMENTS: 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. ;EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 4. ANY DAMAGE TO WAL-MART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WAL-MART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY RETAIL FOR ALL DAMAGED MERCHANDISE. 5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. 6. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 7. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN;, ON- THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 9. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 11. IT IS IMPERATIVE THAT THE ROOF FRAMING, DECKING ,AND ROOFING SYSTEM BE COMPLETED IMMEDIATELY UPON THE DEMOLITION OF THE EXTERIOR WALL TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES. 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A: 20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1 OBC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 14. THE STANDARD WAL-MART PROTOTYPE SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 15.IF MODIFICATION TO SPRINKLER SYSTEM 1S REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 16. ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 17. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. DEM„QLITION REQUIREMENTS:, 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL AMINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. THE CONTRACTOR MAY NOT REMOVE THE BLOCK WALL IN A PROPOSED OPENING PRIOR TO THE ROOFING SYSTEM OVER THE NEW ADDITION BEING MADE WATERTIGHT. COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR THIS NEW OPENING. 6. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WAL-MART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF ADDITION. 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE THE FULL EXTENT OF DEMOLITION WORK. SYMBOLS LEGEND X -XX REFERENCE AT KEYNOTE INDICATOR 10.1 KEYNOTE INDICATOR A KEYNOTE OR BLOCK OF X.XX KEYNOTES WITH A LEADER X.XX ATTACHED APPLY SPECIFICALLY TO X.XX THE ITEM, AREA, OR SURFACE TO WHICH THE LEADER IS POINTING SALES IN ADDITION TO THE ROOM FINISH 100 1 SCHEDULE, A KEYNOTE OR BLOCK X.XX X X.XX OF KEYNOTES ATTACHED TO THE X.XX X.XX ROOM NAME TAG APPLY TO THE X.XX X.XX ENTIRE ROOM EQUIPMENT INDICATOR 1 COLOR INDICATOR FULL AND PARTIAL 8-A3 SECTION INDICATOR "d"' EXTERIOR AND INTERIOR 2-A2 ELEVATION INDICATOR SALES E1_3 0 ROOM NAME AND NUMBER A6 PARTITION TYPE INDICATOR 1A DOOR INDICATOR OWINDOW INDICATOR TV MONITOR. REFER TO 3-A3 FOR BRACKET SUPPORT DETAIL. VERIFY EXACT LOCATION WITH LOSS PREVENTION MANAGER. (q }------- COLUMN LINE INDICATOR 100'-0" HEIGHT ELEVATION INDICATOR FF EL 100'-0" PLAN ELEVATION INDICATOR A2 ENLARGED DETAIL INDICATOR A2 DETAIL INDICATOR. DETAIL NAME - SCALE COD CODE INTERNAL INFORMATION ONLY ABBRE TAVI ION LEGEND: T3tS%_� . ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION NB ANCHOR BOLT NCI AMERICAN CONCRETE INSTITUTE NCRYL ACRYLIC NDA AMERICANS WITH DISABILITIES ACT CU I CONDENSING UNIT DIA I DIAMETER DSD I DIRECTS SHIPPING DELIVERY EL I ELEVATION ELEC ELECTRICAL EQ EQUAL ETR EXISTING TO REMAIN EW EACH WAY EWC ELECTRIC WATER COOLER II FTG I FOOTING 1 GYP BD GYPSUM BOARD H HEIGHT HDTV HIGH DEFINITION TELEVISION HORIZONT HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION INFO INFORMATION LLH I LONG LEG HORIZONTAL DRAWN BY: LONG LEG VERTICAL PROTO: LONGITUDINAL PROTO CYCLE: MAXIMUM DOCUMENT DATE: MECHANICAL AIR UNIT F MEDIUM DENSITY FIBERBOARD HANDICAP SIGNAGE MASONRY ELEVATION MECHANICAL SIGNS MAY BE PLACED ON THE MANUFACTURER JAMB ON STRIKE SIDE MINIMUM MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTD NOTE TO DESIGNER NTS NOT TO SCALE IM SDI 11 ASTENER TOP/TP I TOP OF PAVING i SIGNAGE LEGEND 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w wiz uWi a �oZ `Cywo Z) o� TNwwwp c��� 3i a~nSo�ioaNUj Z a w U O a� }Qo►az°d��o NU<� w4�X��OjQ} O 3U��74Kw�0.�F-Q I" zuw�i ��ok'u�,���-wwzz o�OUw� wUk+WzvwwmoZNE0 -ywQ 0MvMMIC iEUca.DiaM -i-11 wff- ISSUE BLOCK Q 03-06-09 ADDENDUM #3 A04-15-09 CCD #2 CHECKED BY: RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 GENERAL INFORMATION 1. ACCESSIBLE TOILET FACILITIES SHALL BE IDENTIFIED WITH A SIGN. 18" 2. TACTILE SIGNAGE SHALL BE LOCATED MAXIMUM ON THE WALL TO THE DOOR'S LATCH HANDICAP SIGNAGE SIDE AT A HEIGHT OF 60" AFF. MOUNTED WITHIN 8" OF SIGNS MAY BE PLACED ON THE JAMB ON STRIKE SIDE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE F `� - SIGN 0 LATCH SIDE. 3. CHARACTER AND SYMBOLS OF SIGNS .• .0 o"' O SHALL BE IN CONTRAST WITH THEIR ® 7 CO BACKGROUND AND SHALL BE • ; • MAX EGGSHELL, MATTE, OR OTHER w- r-: FF NON -GLARE MATERIALS OR FINISHES. AR0016853 " �9 APR 2 4 2009 GENERAL INFORMATION V) w _:2 ry w 0 - _Q o 0 0- M 41 aC_ C_ S c�D ° a CJ \ 0 � o 0 E V) ~' N Qj 0 O O Ec cf o to E I CD O �C cti 0 Tn rn o� p o' D 00 o D%• X X X 00 JJs _ o 7 N y� I STILE k fND fAP SFE tOEfA DETAS "� k '1•. i I 500.E k EI;IO C(A /SEE DETAIL 'IF' CENTER SALE OETARS E 8 J". I N SEE NAIL 'C I. i etcAoF ogK1W SW II I II I 7L5 STRUT 7.50 REF --------{ f AFS ---- 4------0002- P/N 400850-ooC3 L EACH CENfER STILE SO9M SCREW. P/N 805878-0002, ONE P N 605878-0002 8CREW INSTALLED TM1000H STROT p 5879-0002 jTRAP JT INTO TUBE MM- SECTION -I-I-H" {{AST SIRUP STRAP, EACH END OF STRII'n SECTION 42-D" A 0 }'� .109 O 7,50 O O P D 0 0 2.74J ro REF. 21/ k-� P/N 4a4D43-DOt1(Y ^ p/,j4 4m7y�.,�pp) �Mt'R HIHrr ODDA THRu -0070 SHOWN) 1`Y SrANOARp FON 4op sg6E8 PW NUMBER -° • �{ 404043_000411.34 5 i.S9 LOS r•--4.00 i )^•S/4 104043- 404043- 51 184 t 1 o 1 404043-0007 2A9 -- ifRTIS1N "G -C" 1.00 1" 404043-9008 2.74 4D4043-00001 2.38DOOR PANEL ONLY SHOWN FOR CLARITY 4040 70 204 T- r0 �3 3/4 ROTATED W CLOCKWISE P/N 40SB31-DODO STRUT' snap 3-1/4" 78 OA, (.OBD) ITALY. STEEL D o 28" 4 IENOHT- COCA WIDTH - 1" o 0 O O 3510 -�--� •� O ...� 7.582 44W I a 1 ++ 7/181+^ 4-105 NN Fr 47 P/N 6a791s-BB01 51MCnIRAI TL IND, ,BEI7ANf AAA GR3 INK �S RON I1A.` P/N D66600-•DDOD. 0 Fbmw ��----- $.81 DLA �/' STANOARO rqy ReN 061801-DOm, SLIDE LOCK ASSY .44 0i MF 1 7 B 7 J �'""-3.50 --�{ F+--LENDIH r DOOR WIDTH - r Ir FIT{" -3 S/18 P_M 11100-0003, RDLN ASSY. 2* TR -3 Wl 7/78" STEMI •100• 5/8 .088 INK. OYFR11EA0 ODOR CORPORA7IDN �'^ 9 1/2 REF D P!,{�4DD85n'f0R Ot, 19 CROWN ONME 5 EF. 7/76-.1 �L 0/32 I 8" f�• 3 e Ira HS -v aNxrc � FARMERS BRWCN. TEAS 7N 1 134; DIA lam'' .3 "0,1', ice' 0. KRUPKE. P.E. /30580 '1"--` REF d o 0 --^'r A -ell -•v iii xror rwno w+A r nwrv. nr0 AIN Iii Ar Amirrr,Ari-r Od. MOORE M g1111NAIY na ■1•AAa1K10R-x .i�i wIRFr +7 �'B' P�+� p/N Da6a47-ems. RDL.R AgY. r m_s w/ g/e• 6TF]I ® - Ai P1 io •M YI-• i11O w .oAr lw-Io,iii--vrwAArri- rwu. wPr A ADA JpHNSON P/N 401724-0091) BDITOM fORLM1E (LEFT HAND) +-irin•w rd.A*.sA r...rr t.rn K.". �••� Rte•+ ' "^�^� AAA'ar'ro .wAuo wn AN,ILfr rerrrr nt NONE CACH S. BOIICFIEN 2011131 M can Smal MIAMI � . MIAMI DADE COUNTY B11"ING CODE COMPLIANCE OFFICE (BCGO) F FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIMION 140 WEST FLAGLER STREET, SUM 1603 MIAMI, FLORIDA 93130-1563 NOTICE OF ACCEPTANCE OA(305)375.2901 FAR (305) 375-2908 Stanley A Technolog7 i 65 Scott Swamp Road Farmington, CT 06032 SCOPE: This NOA is being issued under thees _ The documentation suregul bmitted has been review by Miami Dade ns governing o ening the use of construction materials. by the Board of Rule's and Appeals (BORA) to be used in Miami Dade Co Control Division and accepted the Authority Having Jurisdiction (AHJ).Y and other areas where allowed by This NOA shall not be valid after the expiration date stated below. The Nam --Dade County Product Control have this product or material tested for quality assurance �� Dade County) reserve the right to the accepted manner, the manufacturer will incur the expense of such testingproduct d material fails to perform in revoke, modify, or suspend the use of suchand the AHJ may immediately to revoke this acceptance, if it is determinedpby roduct or material within their jurisdiction. BORA reserves the right material fails to meet the Mkam'-Dade County Product Control Division that this product or requirements of the applicable building code, This product is approved as described herein, and has been designed including High Velocity Hurricane Zone of the has Building oto comply with the Florida Building Code DESCRIPTION: Series Dura -Storm 3000 Floridae. -Reinforced . AI APPROVAL DOC antinwn Automatic S �: Drawing No"04,SAT-0040, titled" tiding trance Door through 8 of 8, dated 09/20/04 Dura -Storm. 3000 Steel Reinforced" sheets 1 prepared by Frank i., Bernardo, P.E., Inc. Consulting Engineers, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami Dade Acceptance number and appraval date bCounty t3' Product Control Approval stamp with the Notice of y the Miami County Product Control Division. MISSILE IMPACT RATING: Large and Sma1t MISS. Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or too city, following statement: "Miami -Dade Caen logo, ty, state and RENEWAL of this NOA shall be considered a renewal application has bcen. unless erwise noted herein, change in the applicable buildingtiled and there has been no code negatively affecting the performance of this product. TERMiNATiON of this NOA will occur after the expiration date or if there has been a revision or change in materials, use, and/or manufacture g the product, for sola:, and/or anu a other product or process. Misuse of this NOA as an endorsement of any te with any section of this NOA shall be cause for sterm�ination and removal Qes shall automatically c f OA. this HOA. Failure to comply � The NOA number preceded by the words the expiration date may be displayed in advertising literature. If any County, Florida, and followed by be done in its entirety, Y Portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distdbuto and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well asapproval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P"E. r NOA No 04.1026.02 Expiration Date: March 31, 201,0 APProvid Date: March 31, 2005 Page 1 0 I> NtD1t8 1. RATED DESIGN LOAD 150 PSF.! 11. 428 SERIES ADDS INSULATION TO THE 424 AREA SERIES PAN. n HOLLOW O `� + Ai.VISIONS eK 2. SECTION I EMItS WY VARY TO CREATE VARIOUS t + t AT JAMB . PEA It3 + 1 P DDDR HEIGHTS, 24• MAXIMUM SECTION HEIGHT. + 1,08 Rff .035 �UISIDE ryp R t SYOP • 3 3/4 3. TESTED + , MOULD �ED6E TO E IIMT / 0 Ptrt ttssl I os 4. TESTED IN ACCORDANCE WITH DADE COUNTY ' r --j .39 (REF) y PFX)7UA- PA 201-94, PA 202-84, k PA 203-94.+ , (REF) fI r 1• t + �a 5. ASTM A-527, PER A-605755. •) y /-.....� 5. ASTM A-500, ORADE B. 50,000 PSI MON. YIELD. + 1.76 INSIDE 1,875"m 7. JAMB LOAD CALCULATIONS: 1 , I INSIDE .Jfi... (1/2 DOOR W1014x1 FT OF HEKLIR)(DESIGN LOAD) + I 1,58 S"': 6 16 % 13 4 + `.OB% (7 PEET)(1 FOOT)(50 10/SF)-3SBIb/Fr OF HEIGHT) jt �0 � t --^-r a JAMB FASTENER REQUIREMENTS: ♦ 1 5/18 X� I ODOR MWDTHx1 Fl)(OESKTN . I L t . RAWL LOK T a{15" % 1 3,4 + 1 2.75 --{ 3.87"'—'-"1 INSIDE 15" 0.4 + BAWL LOK/B(SLT t \ D F -(7 FT)(7 FTi(30 PSF)-350 W. + OR EQUMY,ENT 1S" 0. 0. DOOR SKIN MATERIAL SHALL BE GALVANIZED ACCORDING TO ' I� DETa��. " 7 . Dom. L "J„ + OR EQUNALENi ASPM A-575 1.0 080 0R AN EWNALENY SURFACE COATING + 1,5T P/N 406918-xK%X ®P/N 408917-X%%X . D p 408807-Xx1I% ' SEQTION "8-B" ' SEC710N "8-R" Y APPItOYEO By GAGE COUNTY BUILDING COOE COMPLIANCE OFFICE. ' /N r /0. ASTM M446 GRADE 8. 37,000 051 WN YIEl0. +" JAMS BRACKET MOUNT' ANGLE OUT MOUNT rCOMMERCIAL HEAOPLAX " CABLE CRUM Y TVP. MOOD JAMBS TYP. MASONRY JAMBS + + //' •r' TORSION SPRING COUNTUMMANCE r HEADROOM �/ t/ - 3/16" 5TEEL + i + I POP INET SCREW. P/N 605879-00112 + 111 TRACK MK J,H" -' �� •• " - ^Nu 400735-0001 TYP + BOTH SIDES OF STRUT AT CENTER STLLE4 P/N 400850-0003 t TOP SIDE OFF 0 AT CENTER OF PANELS t , EF. \ ! t2". pP//N„ 086580 - TY 061166-MLACES P 2 PLACES JOINT SRACKEr 404043-0007 + N P/Z P83E50006 / WFATWI7tSEAl. T_iYmP "B" t RUNNER ! / VE�RMIKCAL.l WEATHERSFAL 5.00. HAIL "A• P/N 404043:0006 T_ IN 0603410006 (10'-T" SHOWN) J TYP 2 PLACE . IPEI �B1YPRA�T ♦ DOOR HEIGHT 24 W SECTIONS S 9 r 10 r .023" SEE DETAIL "A' 404043-0005 12 MAX A P%N D06&UI-00 OB ,. + - -- lYP z PLACES ,r 'rO..-MMF,[(CfaL SECTIONAL sOBB MIN. .O- 061601-0000 " 12 MAX + "�''," NEfidllGTpB'VI866 ANGLE 5.500 P/N 404043-0004' 711dIiB18)87� 12 MAX , P/N 086341-0006 Aefte,PbmeNa, TYP 2 PLACES .. TRACK ® VIEW "C -C" P/N W7935-0001 . 3. SCARE 1/2 + 100 EACH SEC�o0N I 12 MAX t 8.30 + j 510E ELEVATION OF DOC, COMMERCIAL T,�^� t 7.50 � SER 3 1�2 3 1/2 " � "G'� -•{ 7.50 � P/N 061 t24-0002 8 00003 + DOOR MT f P 4 /N 01124 0001J 000R WIDTH P/N 061166-00D3 ,INTERIOR ELEVATION OF COMAtFR(!MA�,5FiT10N.d1 nnnD „[� OVERHEAD DOOR CORPORATION 1900 CNOYM ORNE FARMERS -BRANCH) TEXAS 75234 •� - d L•ROY C. KRUP -OJ,• J � KE. P.E. N36580. SERIES 424 - SD PSF WIHDLDAD uram -� hero DOOR WIDTH 610 STILE END S71LE STRUIS MA%. BRACKEF VERDFAL TRACK JAMB LAAp t Elm '"- ANN eg*IEp�It�ic p� /SECT. I ROLLER , SPACING I GAGE {] PER FT-t0j HARDWARE n °Aro) "emA ot�wv " - STEEL fKl 50 PSP, iAAWA iApM•104.An .IiIBP iiDfr %Lir W C,J. MDORE 7/28 4 4zs 428 MNERLau 14 -2 . 9 DOUBLE. + EO'i-3 a x 16 ' 12 _­ . su xrJ.x. w+io w. a® DADE Ca „'-2' MA% WD'1H + • • ®®.a�Io wwna.eBE 2 % 8 . �WDUT+ ,i m,®+•i "m,+.-- M� N A84 w .sat ao.a-s,AwP.w �.._ :e"...'"""'"-... •"r .wu..... .ieJwo .Awnw �I'P b� 4nSRnR S nle Access Techuola i AC 'PTAH : EVIDENCE SUBMITTED A. DRAWiNG�S I. ManufactUrees; die drawings and sections. 2- Drawing No. 04 -SAT -0040, titled "Dura -Storm 3000 Steel Reinforced" sheets 1 through 8 of 8, dated 09/20/041 prepared by Frank L. Bennardo F.E. Engineers, signed and sealed by Frank L. Bernardo, p.E. ,Inc. Consulting �• TESTS . 1• Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air pressure Test, Loading 3) Water Resistance Test, per ,FBC, TAS202-per C, TAS 202 "94 4) Large Missile Impact Test per PBC, TAS 201-94 5) Cychc Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. *1 and TAS 202-94 along with installation diagram of aluminum automatic sliding en Prepared by Fenestration Testing Laborat tratice door, July 27, 2004, signed and sealed b ory' Inc.IncTest Report No. FTL-4222, dated Y Edmundo Laurgaespada, F.E. C• CALCULATIONS Ii Anchor calculation, ASTM -E1300, and stru October 11, 20(14, c�'� analysis calculations, dated Prepared by Frank L. Bernardo, P.E., Consulting E signed and sealed by Frank L. Bernardo, P.E., ngineers, Di QUALITY ASSURANCE BY I• Miami -Dade Cour 'Building code County Com Pliance Office (BCCO)" E. MATERIAL CERT>JN""ICATIONS 1• Notice of Acceptance No, 02-1205.03 issued to SecurityIra for "SAF CLAS", expiring on 12/16/07. Pant Glass Holding LLC, 2• Notice of Acceptance No. 01-1204401 issued to E.I. DuPont DeNemours, for,Sentry Glass '& Plus", expiring on 01/I4/07.' 3• Laboratory compliance letter fOIr Test Report no. Labors P FTE_ 4222 issued by Fenestration Testing tory, Inc,, dated August 14, 204, signed and sealed by Edinundo Largaespada, P.E. F. STATEMENTS I• Statement letter of conformance, dated October 22, 2004, signed and sealed b F L. Bennardo,,P.E. y rank 2• Statement letter of no financial interest, dated October 22, 2004, signed and sealed by Frank L. Bennardo, P.E. G. OTHER ! l I• None. Manuel i' Product Control E NOA No Expiration ,Date: March 31, 2010 E-1 A•PProva1 Date: March 31, 2005 Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE F STATEMENTS 1. Statement of Independence in report "HETI 06-4003", prepared by Hurricane Engineering & Testing, Inc., dated 05/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Letter of No financial interest prepared by Overhead Door Corporation, dated 09/19/94, signed and sealed by S. Boucher, PE. G. OTHER 1, Test Report on Surface Burning Characteristics of Building Materials per ASTM E 84 dated prepared- by-Intertek Testing Ser-v'iees NA.,-Inc-,--and-signed by:C. Anthony Pelialoza. 2. Test Report on Ignition Properties per ASTM D-1929 dated 04/13/06, prepared by Intertek Testing Services NA, Inc. and signed by C. Anthony Penaloza. 3. Test Report on Salt Fog per ASTM B-117 dated 04/04/06, prepared by Environmental Testing Laboratory, Inc. and signed by Brady Richard. Jaime D. Gascon, Chief, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-2 Mi�MIAMi-DADE COUNTY, FLORIDA • METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) "w•buildinscodeonlinexom Overhead Door Corporation. 2501 South State Hwy. 121, Suite 200 Lewisville, Texas 75067 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). -'his N''" h- liuA beNalid-aftrx-tl e4*ration date. stated -below The RCC0 (in.MiamLDa&Coui3ty) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series 424/426 Sectional Steel Door 14'-2" Width — L.M.I. APPROVAL DOCUMENT: Drawing No.D-408806, Sheets 1 and 2, titled "Series 424/426 Sectional Steel Door, 50 Psf, Dade Co. 14'-2" Max Width," dated 07/28/94 &08/25/94, with last revision G on 02/02/07, prepared by Overhead Door Corporation. signed and sealed by LeRoy G. Krupke, PE. bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA1f, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Bled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 37,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA Renews NOA # 06-0331.04 and consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, PE. NOA NO: 06-0331,04 " Expiration Date: March 22, 2012 Approval Date: March 22, 2007 Page I Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Overhead Door Corporation titled "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width", Drawing No. D-408806, dated 07/28/94 & 08/25/94 with latest revision on 01/15/04 Sheets 1 to 2 of 2 signed and sealed by LeRoy G. Krupke, PE, B TEST 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 --.._. .. ... ---------- -- — _____._..... _.. �) Large' -Missile -Impact Test per-FBC,.T.A,.S.2t2I.=44____. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max. Width"„ prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI 05-039 & HETI 06- 4002, dated 05/18/2006, signed and sealed by Rafael E. Droz-Seda, P.E.. 2. Test report on 1) Tensile Tests per FBC & ASTM E-8 along with marked -up drawings and installation diagram Of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width"„ prepared by Hurricane Engineering & Testing, Inc., Test Reports No. a) HETI 04-247, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. b) HETI 04-T248, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. c) HETI 05-T327, dated 08/03/05, signed and sealed by Rafael E. Droz-Seda, P.E. d) HETI 06-T523, dated 01/30/06, signed and sealed by Arshad Viqar, P.E. e) HETI 06-T529, dated 04/03/06, signed and sealed by Rafael E. Droz-Seda, P.E. f) HETI 06-T528, dated 04/26/06, signed and sealed by Rafael E. Droz-Seda, P.E. g) HETI 06-T602, dated 09/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. C CALCULATIONS 1. Calculations for method for attaching wood jambs to a masonry building, prepared by Overhead Door on 09/19/94, Sheets 1 & 2 signed by S. Boucher, P.B. D QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION 1. Tensile Test Report No. Heti 01-TO06 prepared by Hurricane Engineering & Testing, Inc, dated 01/30/01, signed and sealed by H.M. Medina, P.E. 2. Letter Report of Surface Burning Characteristics per ASTM E-84 dated 05/24/96 sied by J. G. Marzullo and reviewed by R. K. Layman. Jaime D. Gascon, E. ief, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-1 v_7ZIAJp 0117 =Ztl,PhjZ ' W Ln PW Z� �oo� LJ_ 0- rapt--Zox SWXOF Z Ir W OF +X -�ms"o� s—z 0. jEtIO,OULzwff2,)W0Z 2OyW$U 2: W GO F_ W aIt0.7oPi7 - X040-2 �y a PQ C`I) C 3 o 0 W C c © W 4,1 ry 1 w� O IN IN ISSUE BLOCK A103-06-09 I ADDENDUM #3 I�1 CHECKED BY: RF DRAWN BY: JHG PROTO: 192 PROTO CYCLE: 02-13--09 DOCUMENT WE 02-06-09 PRODUCT APPROVAL SHEET: PA1 _w ry < ,C7 O 0 in d- i �AZ L C) 0 O ;;_1 0 � O W < E (n ,:..i F- N Q 0) r 0 U O O E L 0 C7 to / 0) v= �L M p C (L 0 U) rn O f O r1f) 0) O O 1 000 N O '-1O �i r, X X X 200 wQ 1 oN z0 �(�_ I PANELS HAVE BUTT JOINTS THAT ARE SPOT WELDED ON THE INTERIOR (TYPICAL ALL STILE JOINTS) PANELS HAVE BUTT JOINTS THAT ARE SPOT WELDED ON THE INTERIOR (TYPICAL ALL STILE JOINTS) -, f SECURITY HOOK INTERLOCK SECURES PANELS TOGETHER IN CLOSED POSITION ADAMS RITE G86-11-36 (SEE DETAIL PG 5) PANIC PUSH BAR (2: EMB. --I [- - SL�NRODSAULEGH THREADEDF I� 5I16" DIA,STEE THREADED RODS (FULL LENGT4OF RAILS U PACKAGE WIDTH 1618" MAX. — — ROUGH OPENING ----- ---- HORIZONTAL SECTION p .rrrrr, 1/4" SHIM SPACE PIVOT DETAIL STATIONARY PANEL 174 -SAT -0040 pAUE 6 SCALE: WI 16 alt 0 ui mid as nM a� Z J wu� W leg 0 LL //__SEE ANCHOR SCHEDLILE ON SHEET 1 71/2 LitELEVATION " Fill! §8 5A -g040 0 79 I r • i�TR --- ��TONS 6061 k -----4-1.735' r A�NNARCO, P.F. r•-'^-�-- IJ35' 1.735' � pA L'I3S' 1660• 0.376' 6C ��11 1,64+• ( 4.500" 1J 44 1 4.250• 41 t 70 90 D.236' O i`+''T .190' 9625• 4,624• .093" �blTs' ,125' xcoo 28 S7 o,osb 3 q �59 S3S5 INSERT EXTRUSION 413069 IAMB 41/2 q� q proms 5 0 EXTRUSION 157541, 157542 �_ _ s,llo W s� MUNTIN BAR 41/4 TOP RAIL, 5X a Z B » EXTRUSION 412741 EXTRUSION 516643 70pRAIL 0 PANEL 616@ EXrRUSIGM SIA1 TRACK TUBE 8.9 W >L NANGER DURA-GLIbE EXTRUSION 515056 Z 8812 EXTRUSION 515031 o 1950' 1 -I 1 4.500' 9.500• V a x3 9• 0.669 45 0.625• Q096- O � � � 26 � � � 1.735' � q6 � L25o 79 56 3,53r � THRESHOLD 78 3.531 ao6s• 1625 0.129• 137s DURA -GLIDE 3000 .125 125" 1317• 1.250 ass EXTRUSION 515262 ,0130• L .500• GLASS STOP, IMPACT BAR RENFORCENENT lel N g STILE STILE EXTRUSION 4 GUTTER, IMPACT STEEL TUBE 516809 4 516808 & EXTRUSION 157503 EXTRUSION 157523 EKTRU5ION 413931 Day- 1018 CRS +5 EXTRUSION 413930 (SOLID INFILL) : b ALTERNATE THRESHOLD -TAPERED ONE SIDE EXTRUSION S26340 �•—_�_.__ 1.73g• �----� 1395• I 1 .so9• 0.109• 0.140• L 6•� 0.468" ��• 0.1+9• ,L, 0.140 0138• 'I � a , ALTERNATE 9.625 96 TRACK TUBE THRESHOLD TAPERED TWO SIDES 9.625• DURA-GUDE EXTRUSION 515260 UISOSIAIT'ERLDCKS HERE 29A -----� -1.968 HEADER O COVER -HEADER OURA-GLIOE EXTRUSIOl1RA•GLTON DE110755 04 -SAT 0040 P EXTRUSION 515686 ApprvMuwmt�Y111L1ri161be rye RAIL, BOTTOM•SX/50 4 5/8 RAIL, T10TTOM-Sx/50 9 5/9 RAIL'S k OTFOMI 9 5/8 VM" EXTRUSION 516329 EXTRUSION 516330 EXTRUSION ASS -e yrNpAA< r r • no IMERIOR FLUSH oBOLT TON EMB. 4 1/2" 515262 TRIM MOR INTERIOR 0 VMRIOR pKG SLIDING p00R (SX) WIDTH R 000rt MASONRY CAULKING W1bTH OPENING FLUSH PROTO: 060PR�RERATM-SERM3000PANIC PwN1c L "e rPF"wssas RNISHED BOLT MASO�-- HEIGHT NG ALLOWANCE ALLOWANCE CLEAR CLEAR OPG 1Y LE WA1Hl1 T 130N R WA NFII FLOM locAnau 1/4'/ SIDE F1N�ISN6D UNDER HEADER ""'M1'"�'� 1T 15 N 710N (1681/2') 7'-8" (92") 7'-8 1/4" (921/4) 1/4' 6'•10 I/2" 2 1 POSITIVE wtwAOvm 611 4��Tts-•rte..'. ANOLGRS AT SILL 515260 ANCHOR TYPE ARE DOUBLE ROW NEGATIVE WTAPPRM80 PSF Vill 06 O EXTERIOR FLUSH LOCATION WR IDB. i ANCHORS AT SILL 4. 50 F E)(TERIaR ARE DOUBLE Row X6340 SEW DETAIL THRESHOLD OPTIONS (� 31 7�`CK E%1FR1911 ctAss LITE (5ff • 563 INT19LLAxp1(ss, au'uNG 9RAiING SCNFS5C OflpNfJ . o*DME s �ND 6 N11PRiLA C UTE (SREGW21NG 6cNeo) ` MIN.' - GLASS u4{z1z LASS) t PENETRATION (5*PER 6 50R GIASSS P) EXTERIOR DITERIOR GLAZING DETAIL GLARING SCHEDULE 9L" NOMINAL LAMINATED IMPACT GLASS SX TOP PHOT "SENTRY GLASS PLUS" BY E.L DUPONTDENEMOURS - (2) LITES OF 1/4" ANNEALED GLASS WITH AN 0.090" INNER LAYER. g Tri rirrrri RA PNOT DETAIL STATIONARY PANEL KV ED I TER10R A11pr"wdr•c[s ; DA1e ' iro ANSI fm 1 EMB. 1/4" PLASTIC SHIM SEALANT & BACKER ROD ACCESS 311 COVER 6,1 811 Q INTERIOR EXTERIOR PACKAGE HEIGHT = EE DET 92" MAX, SHEET 5 61-10 1/2" ¢ (82 1/2") 2 CLEAR DOOR OPENING PHI LIPS FIBER S °LIcoNETREATED, ADHESIVE BACKED 0 f HJERNI-L RUSH OPTIONAL THRESHOLDS 43 pp�HH51 GAGE FL�I E EMB. ANCHORS ARE DOU/8LE THERMf_L_BRUSH ROW AT SILL 611 FILAMENT GAGE .006 DIA. VERTICAL SECTION TTT 0 01: U aW'a ox In pr,1 f_j ZF W W4�W 00Li 12 y1 In PACKAGE WIDTN INFORMATION RF pKG SLIDING p00R (SX) WIDTH R 000rt MASONRY CAULKING W1bTH OPENING PACKAGE HEIGHT INFORMATION- PACKAGE PROTO: 060PR�RERATM-SERM3000PANIC PwN1c L "e rPF"wssas TRAVEL OPENING ALLOWANCE (1 0" 661/4" 43 7/16" {36B) 43 7/16' 33 1/8' 14'•1/2" MASO�-- HEIGHT NG ALLOWANCE ALLOWANCE CLEAR CLEAR OPG 1Y LE WA1Hl1 T 130N R WA NFII D 1/4'/ SIDE • a •- UNDER HEADER ""'M1'"�'� 1T 15 N 710N (1681/2') 7'-8" (92") 7'-8 1/4" (921/4) 1/4' 6'•10 I/2" 2 1 POSITIVE wtwAOvm 4��Tts-•rte..'. - tMi lr.rr'. .�:.,crn}+: ANCHOR TYPE :. NEGATIVE WTAPPRM80 PSF Vill IN CQNC 1/4' PERMASEAL TAPPER CONCRETE SCREW EMBEDDED 1.1/2" MIN. IN STEEL: 1/4.20 SMS SAE GRADE 2 OR BETTER (NOTE A36 3/16' STEEL SUBSTRATE IN WOOD: 514 SHEET METAL SCREW MIN.) EMBEDDED 1-1/2" MIN ANCHOR SPACING, (NOTE: MINIMUM 2X4 MAX 10" 1 1n MAX g WOOD BUCK FOR WOOD SCREWS) SILL: DOUBLE ROW, 4" FROM ENDS, BALANCE 12 5/16- O.C. MAX HEAD: SINGLE ROW EA MEMBER, 9 SC 4" FLUSH BOLTS SEE SHT 6 4' w W 5R 'o 1 EVENLY SPACED own a^� y7y END, BALANCE 1o" O.C. ELECTRICAL 1 '�`7• it ::s`re `--� PINIONS I 1 IIl4�i� �•Y• •rn E.'.1 Lll�ilB����i:+:rs mom m r7x.rN•--- ry 7 y r • • r • ..� r vr, ,^ [ 00— I<`->•M&MmIETT-y 1FT[lllrr - �•�_ ���� -�IIIIIIIILIIIr �r "r•.8r� . •r *•�' H Y �Yl� yAnin NW'L 1z Ryil�r},y,..,S..rf.�, _ 4��r♦■■■r(��•. �,' "LTi YTTI •� �c!'i .� � WI . , r r• • r r . 1. il�i�il�katLt� , ....I k �[+L, re sum tIl♦✓�lr a wJ T. W-2momm �r� _-r • +C-1 .�' �t'���LIL'j��La i, Misr ��.,� s�; �/'1 �� ca:7C`4ajT •.� :� lJII•TCi x'r 'Sr .. rl[3�` i,�fr•%F'�� �� •'1 MOLE ��� , .1 ,. ';ill ���II��-„;_; �wlil�al rq�}•� r ' :. AT LtSI717•SC�>, r7Rr JaT�: •r,rrr r "' I� AL+.JrI �{;��, MEit cr. vi 11 YT4.1lSL�tK..�r�t �i11'I����-•lll:,Cil ,r,,r,: . 1'c r:. •1,' �rIIl �>I'r JT�•i1c rr• 1 �� 1 / i EMB. 1/4" PLASTIC SHIM SEALANT & BACKER ROD ACCESS 311 COVER 6,1 811 Q INTERIOR EXTERIOR PACKAGE HEIGHT = EE DET 92" MAX, SHEET 5 61-10 1/2" ¢ (82 1/2") 2 CLEAR DOOR OPENING PHI LIPS FIBER S °LIcoNETREATED, ADHESIVE BACKED 0 f HJERNI-L RUSH OPTIONAL THRESHOLDS 43 pp�HH51 GAGE FL�I E EMB. ANCHORS ARE DOU/8LE THERMf_L_BRUSH ROW AT SILL 611 FILAMENT GAGE .006 DIA. VERTICAL SECTION TTT 0 01: U aW'a ox In pr,1 f_j ZF W W4�W 00Li 12 y1 In PACKAGE WIDTN INFORMATION RF pKG SLIDING p00R (SX) WIDTH R 000rt MASONRY CAULKING W1bTH OPENING PACKAGE HEIGHT INFORMATION- PACKAGE PROTO: 060PR�RERATM-SERM3000PANIC PwN1c L "e rPF"wssas TRAVEL OPENING ALLOWANCE (1 0" 661/4" 43 7/16" {36B) 43 7/16' 33 1/8' 14'•1/2" MASO�-- HEIGHT NG ALLOWANCE ALLOWANCE CLEAR CLEAR OPG 1Y LE WA1Hl1 T 130N R WA NFII D 1/4'/ SIDE UNDER HEADER ""'M1'"�'� 1T 15 N 710N (1681/2') 7'-8" (92") 7'-8 1/4" (921/4) 1/4' 6'•10 I/2" 2 1 POSITIVE wtwAOvm (821 +80 PSP ANCHOR TYPE NEGATIVE WTAPPRM80 PSF IN CQNC 1/4' PERMASEAL TAPPER CONCRETE SCREW EMBEDDED 1.1/2" MIN. IN STEEL: 1/4.20 SMS SAE GRADE 2 OR BETTER (NOTE A36 3/16' STEEL SUBSTRATE IN WOOD: 514 SHEET METAL SCREW MIN.) EMBEDDED 1-1/2" MIN ANCHOR SPACING, (NOTE: MINIMUM 2X4 MAX 10" 1 1n MAX g WOOD BUCK FOR WOOD SCREWS) SILL: DOUBLE ROW, 4" FROM ENDS, BALANCE 12 5/16- O.C. MAX HEAD: SINGLE ROW EA MEMBER, 9 SC 4" FLUSH BOLTS SEE SHT 6 4' w W 5R 'o 4' FROM ENDS, BALANCE 10' O.C. MAX, JAMBS: SINGLE ROW EA MEMBER, 2" FROM BOTTOM EVENLY SPACED END, BALANCE 1o" O.C. ELECTRICAL 1 n `--� so ^ 58 1 , I J 41 70 In SYS11c_ NOTES I r 1 + ��r/ �rir I rrfrriyr I I r/r r 1) ALL ALUMINUM PARTS ARE 6063-T6 ALUMINUM. 32" MAXI 32" MAX, rr I I !r�/irrr I PIVOT rrr�rr�rr�r 1 SEE DETAIL 2) GLAZING: 9/16" IMPACT RATED 3 j DANGHT 1 I SHEET 5 "SENTRY GLASS PLUS" BY E.I. DUPONT DENEMOURS 1 OAOPENYUINGG I 1 I SEE SHT S 1 3) CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE BUTT' JOINTED, SECURED I I I WITH (4) FULL. WIDTH 5/16" THREADED TIE RODS AT TOP RAIL INTERMEDIATE I 377/8' I 1 SAME ANCHOR SPACING HORIZON I MAX. MUNTIN BAR AND BOTTOM RAIL ALL JOINTS ARE ALSO WELDED, i MAX 1 33 7/$" K I I AS LEFT )AMB 4) THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING PANELS OF ALL SLIDING 1 DAYUGHr OMAX, 1 ! 1 DOORS SHALL COMPLY WITH THE REQUIREMENTS IN THE PERFORMANCE HEIGHT x 1 1 OPBI N; 12 I 2 SPECIFICATIONS AND METHODS OF TEST FOR SAFETY GLAZING MATERIALS 92' MAX. j 1 I i USED IN BUILDINGS.44 1 I 1 Tri 1 ✓ 1 27 " riirrrrir I q riGrrri I 1 I 4 2 $a I 1/' r I 27 1/4- rir 1 1 r I rrrrr R t OOPPE"`UNCGT { j 39 S/16" I I i I 4 GENE �_ 76 "SO" i -SX" 52 ( I 1 1 - RA NOTSS I I 7 I 59 1 1) THIS DOOR HAS BEEN TESTED & DESIGNED IN ACCO 10" 1 33 7/8' I 3371 1 I REQUIREMENTS OF THE 2001 FLORIDA BUILDING CODE HIGH VELOCITY T P I. D YU 1 DAYLIGHT i I "SX" I "$O• I HURRICANE ZONE (HVHZ) AND MIAMI DADE COUNTY PROTOCOLS TAS 201 FOR I DPEIl1NC' I 1 3 LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC At(l PRESSURE AND 1 I I TAS 203 FOR CYCLIC WIND LOADING. L �) �I Ij jl 2) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE To I 29 j! I WITHSTAND ADDITIONAL IMPOSED LOADS. WOOD BUCKS NOT BY STANLEY SHALL L L U tJ 1 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXI NG STRUCTURE. 3) DOORS DETAILED HEREIN -HAVE BEEN DESIGNED AND TEST Sri TO THE CTURE.MAXIMiM 2" SEE DETAIL SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE FENESTRATION 12 5/16- MAX FLUSH BOLTS SHEET 5 FTL 04051. 4) AN�CHNORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONSPACED 4' SEE 3HT 6 12 5/16" MAX AS NOT€D HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL DOES NaT INCLUDE 4" WALL DRESSING OR STUCCO, PACKAGE WIDTH ® 168- MAX 5) ALL STEEL LTS & WASHERS SHALL BE ZINC WITH A MINIMUM TENSILE STRENGTH OF 60 KSII,EXXCEPT INSTALLATIONIZED OR ANCHORS. EXTERIOR ELtvA77ON AP�6Y iI611C10 QEXTERIOR ELEVATION DN[ SCALE NTS ;1OM I gig 04 -SAT -0640 - 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Lt"I W yO� F.. z 41 fa 6 a t/l Ldj h- 7�ZLKW�Z<QWe_(i =5 Ptug<v ry O �N �D�z�i�?w� LL a >- clttr� i=oq��a� z� swtn w=�pzz .J.t-OZt�tnFU�}tnsLNc� Wz O UIi Ups,,, Z1U,w O_ snW 2k'1ti0° 00ut>- () �a 009Fii a,WaOw6gK-2 ISSUE BLOCK A103-06-09 I ADDENDUM #3 CHECKED BY: RF DRAWN BY: JHG PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 OF 80016853 "•• MAR 12 2009 SHEET: P A 2_.__ 1 ' SEE NOTE 1 R E V I S 1 0 N S BENT TABS 3.91 • --1--11.25 --I - 17.3 --1 11,25 --r-- - 3.91 LTR DESCRIPTION TO SECURE ASSEMBLY #8 X 5/8 TRUSS R E V I S I 0 N S Y'ROD>uCr DATE APPROVED HEAD SMS o}. LTR DESCRIPTION DATE APPROVED as CplppjYjn h the A RELEASE TO SHOP •. A RELEASE TO SHOP "'- - - Buiding Code B REVISED PER DC BCCD YMF 12,09,02 0 Pwat taps ° B REVISED PER OC BOLO YMF 12.0 .02 Aceeptanne No ..01IS-41 . F 10, .. + RIGID SECTION H`,X����.9 13 C REVISED PER DC BCCD YMF OE,03,03 k P e 47.625 E NOTE 2. ate 2 13 I ,� FP z F k C REVISED PER DC BCC° YMF 02.03.03 MAX. 0,7;5 G I D ADDED ND -SERIES YMF oB 12.03 """ - '-' - - - - - - -- FLEXIBLE . 710 Wes# Roselawn Drive ers, Arkansas 1.25 SECTION mon RPhone: 479.636.3545 6 SEE NOTE 3. 'O WELDED WELDED Fax: 479.636.1209 #12-24 MACHINE SCREW 0 "KNOCKED -DOWN" SET-UP AND UARC-WELDED "MULTI -USE" SERIES j i With thleI%rmp FAS -SEAL DOOR SWEEP ® t `Oi ASSEMBLY ASSEMBLY ASSEMBLY vaWanee No QgI - 5S Fy�12D,000 PSi �• • A William Douglas Hurley " � �t, l ' O 1 S 6 / Florida License N0 AR91919 �►Neill WE HEAD 12 GA IP ` ��t Florida License No Barry L. C AR0016853 WELDED 0.13 �I #12-24 MACHINE SCREW !e FALCON M -SERIES • 4S ` n4� �d GorltrD¢, 5.00 SS Fy=120,000 PSI MORTISE LOCKSET W/ DEAD BOLT ' a oi_v� HEAD ANCHOR 1�VJ fn a V' o z � o �n W o ZERO INT'L 566 SERIES THRESHOLD ••�, iE WITH NEOPRENE BUMPER 4 w Z WELDED rr Ld ,�,, y i o ," F � � igg WELDED 0.50 � ! � • a F- o 'y 5. 0 in w SCHLAGE CM5500 AND PR05500 SERIES /,.% 0' a - I o MORTISE LOCKSET W/ AUTgBOLT 1 Ti o < { g TOP OF JAMB p �y � a10,�w�F o 0.25 �� 3,00 --- --� • �' HEAD NOTCHED HEAD SITS ON TOP HEAD NOTCHED HEAD NOTCHED L1_ a >- � zo < z a FX < 0 -, o AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS AND BOLTED ON TOP OF JAMBS AND BOLTED BETWEEN JAMBS (n U ,n < 0 o IN a >- I12-24 MS z < d =(01 PEMCO 2005 SERIES THRESHOLD 5S Fym1201000 PSI '� p 3 v \ a a f- a WITH SILICONE, VINYL 3`'� Q z z I �`' N OR PILE SEAL #6- 2 \MSSS Lt y -w MW w z II18-32 MS SS ® Fy-120,000 PSI • ` < Z (n .°t� v > v FY=120,000 PSI = 130 z 6 !t! t3 w i?j vt -' z cwt w SCHLAGE CM5100 AND PRO5100 SERIES Q N w z k`' o w d o (z3 ¢ o> 0.50 #1,000 MS (n �� vo5mv)rraa4ziww< 0.25 SS Fy=t2q,00Q PSI NOTES: CYLINDRICAL LEVER LOCKSET a. 5.00 #8-32 MACHINE SCREWS I. SWEEP MOUNTING SLOT LOCATIONS MAY VARY WITH J12-24 MACHINE SCREWS NATIONAL GUARD 950 SERIES THRESHOLD DIFFERENT DOOR WIDTH. 2' HEAD 2" Fy min -120,000 PSI WITH SILICONE, VINYL 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO --FAX #PD -199 MIN, �'` OR NEOPRENE BUMPER FALCON, T -SERIES POLYPROPYLENE HOMOPOLYMER j 2" MIN. MIN, SCHLAGE ND -SERIES 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73� 4" MAX. CYLINDRICAL LEVER CYLINDRICAL LEVER LOCKSET 73 DUROMETER - SHORE A SCALE LOCKSET 1.94" p � g"--[" ssrw RAbMIe I ego w,�us INGERSOLL-RAND COMPANY " 5.75 a., -mm COMPANY FLEXIBLE N 3,74 STEELCRAFT MFG. 5.75^ MIN. VARY ST65A3W-t'irM 9017 BuxAd, Rd Olnd,r,nti Ghb 40842 MIN. AP •E n �-'�•� 2017 SWAMI, Rd Qmkma OW. 40b12 SEMI-RIGID 40.00' 12401 ommTy NF w�o.nw BRATE UTT0M SWEEP ACCESSORIES WEATHER$Tj�IPPING _Tru a+ac cna,1 CORNER DETAILS THRESHOLDS, SPLIT ASTRAGALS VARY (AU DIMENSIONS TYPICAL NF �/ AND WEATHERSTRIPPING ATTACHMENT P5-074 AND VEATHERSTRIPPING EXCEPT WHEN SPECIFIED) FOR FLUSH FRAME AND MU FRAMES SELF-ADHESIVEt40.825" 0.625" }- 0.13 rf-- REV 4.00 WEATHERSTRIPPING 776W -1A SHEET 8 OF $ C HINGE JAMB STRIKE JAMB 776W -1A SHEET 7 OF $ D NTS AUTDCAD NTS AUTOCAD AVAILABLE R E V ISI O N S DOOR CONFIGURATIONS R E V I S I Cl N S ® IMO D TAIL w AME t4• ® WOOD_STU12 MCH Q s�� �N SECTION A -A SECTION A -A SECTION A -A R E V I S 1 0 N S �R2R.`.�.� TABLE 1. (SEE NOTE 1.} LTR DESCRIPTION DATE APPROVED LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YAX - SEE__,, --'LTR DESCRIPTION DATE APPROVED N CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL LYS• B revised per DC BCCD yr,f 12.12,02 DETAIL 'A` A RELEASE TO SHOP g00R SERIES PER SHT.7 WIDTH HEIGHT B REVISED PER DC BCCD YMF 12.12,0E s4 AO ,7aoa C REVISED AER DC BCCD YMF 0129.p3 !""•� DESCR. GA. MIN. T K VAX MAX 21* o 8 RENSED PER DC BCCD YMF 12.OD.02 HONEYCOMB CRS 16/•053" •1- n. as _ D REVISED PER DC BCCD YMF 0219.03 O MAL C REVISED PER DC BCCD YMF 02.03 03 ^ z L POLYSTYRENE 8'0" 8'0" GALV G2PFan+°a Ze G.0 a' N 2• •�- 0' N b' 21" 0.a 14/.067" MAXOPMANG ,7 0.O. OPENING M1p1 .-� POLYURETHANE Or Mom �' f aP ANa,oR MAL PRODUCC RENEWEf! "P xt• as W C MAL B STEEL STIFFENED " CRS 16/.053" as com s Tn' 17.t ANCNaR MAX M 8 0 Florida 8 0' GALV 14/.067" Bmidiu9 Cod r`irh the A q A A A A O A+tal9ee No �^ »,tr aO. e,- ac. PltODtJC! !� ry HONEYCOMB �Q/1 O 'iNsrklA„a4 oerA1L++" 'R TG MAX rwrEn ro MAX. STAINLESS E'xi tio.II9>t0 it••/ '"•'-�•� aLL alsrAUAnaN DETAIL, 1„ Lt INBTAELAnON 09TAR,L,_ aS complying With thtt'ft111 a SL POLYSTYRENE 8'0" 8,0„ STEEL 16/.053° C.. / �/ � mum ro a ,r BuidingCode 1 .. .. POLYURETHANE 4 { (1 1 N1RE MASONRY ANCHOR GROUT FUM MAX aAx.--owenee No d6_e71r !'•OI ... ' v J C WOOD STUD ANCHOR STIML STUD ANCHOR T " 16 053 b e '':;isrj;. is?;i:;:;1f; i;`r;{'r;: !! (LOCK -IN OR WELD -IN WELD -IN OR OCK-IN � fi09 til MM : MINERAL FIBER 8'b" 8 0 CRS /• " � 1 ''••: ) i 3 � • ' GALV 14/.067" A :yr:..;•::: 121 PER ANCNOR { . �N �► 1._ ` CE POLYSTYRENE/ 7'4" 7,0,.M.. t,:, ; 2/e` 7Y.: 0 ryNIN.06 N91 Ili HONEYCOMB 6'0" 8Q GALV 16/.053" >i:::::'::;<;:c;::•:•::.w FyE9N.xN>e a� 840" DETAIL A „ w 31 O rwre ANq % •a e' w- 1.75" r(( 71 6to X 0.00, MASONRY BLOB( WALLS / "'' • 0 31 117 I , ' [� F•y MIN. -0M No so D'IIAX J f SPOTWELDEDL (��� 'z AVAILABLE FRAME CONFIGURATIONS WOOD STUD WALLS AL PER STEEL STUD WALLS ''? " (A) POLYSTYRENE (B) POLYURETHANE (C) STEEL STIFFENED pq TABLE 2. (SEE NOTE 2.) SEE NOTE 1, SEE NOTE 1, EXPANDED POLYSTYRENE FOAM ELFOAM H2O0 HAT SHAPED SECTIONS 2q GA. MAXIMUM DOOR OPENING SIZE MATERIAL NOS GRADES 54 AND 86 DENSITY: 2.0 LBS/CUFT MIN. WELDED 6" O.C. TO INSIDE FRAME SERIES JAMB DEPTH ® EW OJNdiETE w OR CMU �WI7H LA epLT INTO M D WALL DENSITY: 1.0 LB/CUFT OF FACE SHEETS. HAT P WIDTH WEIGHT DESCR. GA. MIN. THK 29PA•,,.W SHAPED 1. DOOR CONSTRUCTION -'`` 2• SECTION A -A STIFFENERS TO BE WELDED TOGETHER 16/.05.3 wA,l; w x 1074 TAt�ll ,a ora Nm r SE011ON A -A AT TOP AND BOTTOM F CRS/HRS 14/.067" 1.1. MINIMUM DOOR THICKNESS - 1 3/4" :"' ma `•..1, „gra "" = PRODUCT ISSUE BLOCK MAX. CT RENEWED 5.75" 8'0" 8-0" GALV " 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED �- 'PROD i 1n NOTE: I2%099 ,.+�~ '_ �t;r ,sa• aG�Yvc -A w BuidiuP Y g with the Florida MIN. SURFACE MODELS (SEE TA8LE.1) �- �^- - -rte gCodr CORE MATERIAL 5H0WN 03-06-09 ADDENDUM 3 STAINLESS MAX :;1' 1°'a �� �'" """-�`� WITHOUT ERIAWA 1 STEEL 16/.053" 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS --1' k":• { a�F ING �- "<. ; °oPErxEr°to taa"� '' T"P• """ `" "AmV#aueeeN _ r0�/� i RE REINFORCEMENTS -... _.... �' ... ExPlretioa nth '�`"".��•=•.. ALLOWED PER THIS APPROVAL �,_,•.,,,,,,�,-,^,,,,,,,,,^,,,•,,,,, y• 1-�C /3 MU 5.75 8'ON $,0„ CRS/HRS 16/.053" ��' oRANufaR MAW 'h:�4 11rG.aYAX ,xte.mR...r....•.-........,.,•�.......-. ��.Lt� MIN. GALV 14/•067" 2. FRAME CONSTRUCTION f rn, -� oursxrtrlc DtxlRs _.....� .- .., .....,...., `'� r 41" da "'' ' �1 W. tea' 110' O.CYAtt SILL INSTALLATION! r .r ..+ .-. . - - - � MAX NOTES: r r. ..+ 1.1. MINIMUM JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8" '+�'' ' TTAfUnoNmrAIL-1- "rw; ' NVwAn�o I I. WOOD OR STEEL STRUCTURAL MEMBERS MINIMUM HELD STRENGTH = 26,50{) PSI OF WOOD AND STEEL -SND WAILS - --- -- - DirisRea DOR WIDTH STIFFENERS 2.2. FRAMES AVAILABLE AS FLUSH (F -SERIES) AND MULT-USE tr A �-- - -w^ �• A 22 201- 3 ,..�..rrrw.-. r..+..+rr MAX 2, �_... _._..____._----_..._ MUST BE DESIGNER TO CARRY AT LEAST 320 - _ w 24 4 MAX I k/rt• A A - -- ' TABLE 3. (MU -SERIES) (SEE TABLE.2) � LOAD. FF GYALNO SHOULD BE VERIFIED BY THE APPROPRIATE � Y µ � � � -, r 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS r --- - CRS 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. Lock -IN WEIR -IN LOCK -IN HRS IS LIMI7ED BY MAXIMUM DISTANCE BETWEEN ANCHORS, - "" 32 ,34 6 „ ASTM .01008 WELD -IN -„ ^, ^, �, M SHOWN ON THIS SHEET. - - - - "" ^' - Z 38",N10", ASTM .0101 t echo RAGats ', Mw 1 acnm Rain r r .-RANDC)MPANY CCIMPANY �� =- �- �- © � eE„o RAons GALV: Aso :::•:• ':� 0 INGERSOLL-RAND_ -'---- ASTM .0924 -' - oG7 ffiYMAh Rd CW$WI MM MOD 4=9 a , ° •� o . _ ,._ _,......._. _-__ STEELCRAFT MFG. COMPANY © INGERSOLL-RAND T ' = ^ =--��- -.-- _7_ ® STEEL CRAFT MFG. JMMN^' .•'•' ^' "=-�J 2017 auM Rd Cl "GO OMo 40242 ��r ..- -� BTL: 304 30&NUNN 8017 ewaAsh Rd oI a.qA, Ohio 4W4e - r n2Ra AN ASTM .0240 DOOR AND FRAME - C ': ' � O �` ! rtaRO AN01'E � _ ^•' ^' ^' � -- -• ••••- •••� •� ..r °ADE COUNTY TEST UNIT ' < '� t ANCHOR DETAILS / MOUNTING CONDITIONS 1�IF' G2/2S/02 CONFIGURATIONS "• r ; ve A I NF owme f NF' m CORE MATERIALS AND MATERIAL SPECS. j I OPTIONS ONr>E OR x e" w/s• YIN, EYMeoYENT () (E) TEMPERATURE RISE CO e/a N IP w/r AEN. UMOMERT SNA 2PA= L MOLT j d°RiuWMLa c�iw�LL �yA (2(>Lr% ,/4' YA>G D HONEYCOMB RE A 776W -1A SHEET 6 OF $ $a� ,,, ; �AvpD SNOT J. I _ L 776W -IA SHEET 5 ❑F $ KRAFT PAPER. 1.2" CELL SIZE MINERAL AND FIBER BOARD 776W -1A SHEET 4 OF 8 C yL SEE NOTE J. + -[ „ DENSITY: 17 1.5 LBS/CUFT NTS AUTOCAD - L-_....____..._, J^ NTS AUTUCAD ,�� _ NT5 AUTOCAD CHECKED BY: RF N " --- - DRAWN BY: RWM rnOy �,�n s z PROTO: • 192 / "; lylloAi11171 /( � �:+,::' ;�a O -+�g `•.,. n :::+�;:: � � MIAMI -DADS COUNTY, FLORIDA ® / 1$� / 1 ��i v r d r��1'i►'J1►W METRO-DADEFLAGLER BUILDING PROTO CYCLE: 02-13-09 �. ti;. .. m�Na Ari v r ..:. v �D co . a ;;:q- ':Xk� BUILDING CODE COMPLIANCE OFFICE (BCCD) 140 WEST FLAGLER STREET, SUITE 1603 OF ASA SMKE PRODUCT CONTROL DIVISION _ PREP CSWO MIAMI FLORIDA 33130-1563 DOCUMENT DATE: 02-06-09 to x>m a,�ix . •.: z�A z $� 8 � � � zz� u � , "r' ao ul "' �^ m =, • m o ', ✓ . ^' o o > „ (305) 375-2901 FAX (305) 375-2908 z o IAA NOTICE OF ACCEPTANCE (NDA} www.buildinLcodeonline.com a m s •4,•.•.•._. �gr Ingersoll-Rand g �, i 2 "' 6810 .Hillsdale Court a O W ro ro > m a. m .4 I Indianapolis, IN 46250 Fn -24z • ' I x zZo rn • L -I I o o y 4+ v r"? a u 4 y p o �® SCOPE: m r ram X x a ' ' io " i e ; • o ^° This NOA is being issued under the applicable rules and re latlons avernin the use of construction „ 4 • `" z D X r �i I pP gu g g n materials. '0 i m ut =100 n 0 Al % _____ ____ ________ ro ;a a The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted y z rn °' th o „T i > � s ® ________ _ . _____ __ ----_ � g by the Board of Rules and Appeals ORA to be used in Miami Dade County and other areas where allowed by mm oI-� +�A (N,ZI-m x� 0� It � � pp (BORA) ty I o W i 2 k $ o t� $�. ; the Authority Having Jurisdiction (AHJ). a ' $ 1 ' • a 12 I � p � � � '� � � $ ��� m � � i This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyProduct Control CA • �• N m N n -� "' i Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to U-1 N �, y have this product or material tested for quality assurance purposes. If this product or material fails to perform in a4 In �..., _ E � $ I the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately 0 C 22 N 5!!8 D -i L revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right _ $ o 0 y fii N A � M ® � � m l' T to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or Q M _ A m D 0>z z (� •: g o � -^ V f�Q} material fails to meet the requirements of the applicable building code. 7 p X N o r X -��' '' lit V i`'1 C • • ,• �,i I F� ,r" > X m I� ° g v m R This oduct is a roved as described herein and has been desi ed to com 1 with the Florida Buildin Code ` • ` �- Nl�a �.•.<% .� a .• . including the High Velocity Hurricane Zone. ;,� .•' I --- --E^ y DESCRIPTION: III "1316-4" Series Double Outswin Commercial Steel Doors w IHardware- Impact • • a) fI r1 .may T pr AA • ? • ..A .".r O� .. •' .•�.•• -- � H g .�•• ..•'. • - ....°..' Im act 8 / RLockHardware- im 16853 = U APPROVAL DOCUMENT: Drawing No "776W -IA", titled H-16-4.8080 Double (Outswing) , IR 4g/ CF)° S .::: N Commercial lock,sheets 1 through 8 of 8 dated 01-04-02 and last revised on 02-03-08 prepared b the °_� ' F d ' ,' ]� { .: k "° manufacturer, signed & sealed by Gordon Thomas, P.E., bearingthe Miami -Dade CountyProduct Control ^ .. �-0 a� p ,� 0 2 • • A N .2Z', a;_ . Y. i"e' Renewal stamp with the Notice of Ac �® ��� _�� :;:.;°....:;.; X o� ::,_ :::. � W o � as o '�, �, ,� „o= W oY 4i : ':: ::::: •, z I;: Acceptance number and expiration date by the Miami Dade County Product \ .�. Q N § r. 1��1 ::�:: :'..'R I;Ia M g m Control Division. C+ �, �wN��° MISSILE IMPACT RATING: Large Missile Impact Resistant N L.3 Q) piq`�� <,9 I r LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and > n v p I •r" '� following statement: "Miami -Dade County Product Control A MAR 12 2009 s ° a � ,Tv Approved", otherwise noted herein. N oa $ 1 o RENEWAL of this NOMI shall be considered after a renewal application has been filed and there has been no N� s change in the applicable building code negatively affecting the performance of this product. Q yO [� TERMINATION of this NOA will occur after the expiration date or if there has been arevision or change in the J0 D;1• D '- � ZZ JI� oy t" N o* W t H V/P ,At ° ��y �m m aV I > nD _ m >, r a�q >;•z T _ r ._ materials, use, and/or manufacture of the product or process. Misuse of this NOMI as an endorsement of any A ,P � u dl 3 product, for sales advertising or any other purposes shall automatically terminate this NOA. Failure to comply (7 1-' gnats n °42 zx f7 �5' i z '1� N >E t `� y ' ung Z -t I y� og ,- i n s 4+n g p d with any section of this NOA shall be cause for termination and removal of NOA. to / vl�z Cl a rn d ,y a (n n x 8 < o in t4 D, ao , {^�ij N v= or z� z Cr r -z Z N i o .. y „ O, < 0 oaf moi Q ro r m y o = •, np ' Q � � y { ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by > N 8 rn 'J o s I „ the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall E v wXv � T1 (� v "aa v O ;U v v -i r G7 � "a" "� t7 A V 9a ray vzi�M' �' � a C7 �� g �J - Zia � 9. � v � Q r m <�� � �"'� iy a v be done in its entire �n o v A '4 �,i'i ' C7 c rn to m PRODUCT � r T ro I © ,'1. x m ?" T, y m GO d C7 _ � � � $ � cQi n a ]a V (J) 1 I I9 ' A >b Ty' 1 ROD V 1 a tT► n .. '� d n r f7 I� v I'ri ti !s ii A axlzo zA cvi < -i >s ro 0� fn� S y o n t'1 M o r- r- c y „� �. $ 1 » e r r A I B r- 1 8 " " � INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors y' o `� _ Sim n� n r o s;t = a �' Mc. o _ _ 0 and shall be available for inspection at the job site at the request of the Building Official. APPROVAL ° m - M ;13A D $ This NOA renews NOA # 03-09808.03 # 02-0712.02 and consists of this page 1 and evidence page, as well as 0 rn m a��' n d z wry n ,n ,, ry/-D civ -spy •" �� gC (/� Y�7 e P $ ( \ tf �r �, (� .Z C7 Q Z, b t^ Ewn r"'� o -+ o m $ -1 W I ~ © fid! -�•I �" z r0`" ' (� "', "��9 approval l / Y b Y g 1 1 O d m gip Q 0 �, �, �, z -, X Z Bd m q d � �` s rr, � � � z � � g � z � . � 1 � pp oval document mentioned above. w ro © � N 8 > d Z "' y a z -' C7 ,A R� ro N The submitted documentation was reviewed by Ishaq I. Chanda, P.E. w a r� N S" A x to 0 p7 O O o ala '� o n ill �- +z S a O I *I 2 z m 6 d C7 w Z z 1 u w ro ro r"1 R C 7 ,4 ~ w 8 0 0� rod' �W o p w 9 �, NOA No 08-0115.01 \ o D m M � c>:' R a0 -fl c CO Kp '� 12 ''�$ - n1 .. tit t r Expiration Date: March 13, 2013 CON � -o o s14 il 3' t,+ y •: g Approval Date: February 29, 2008 pr)X _< `) a z z C C , 71 Page 1 X LLJ o SHEET: PA3 4 w ryp (.D V) -03r Q't 0 a M Q ° C P0 -C L. 0 lr. o6 �_0 0 �E E 0 I,.," N V) d �) 0 0 EC 0 CD U E^ . mo C o 0 w 0- 0 V) rnQ �o X X X D 00 F -L• O d a END STILE @ END CAP CENTER STILE CENTER STILE SEE DETAIL "F"' CENTER SEE DETAILS "E" & "J". E STILE END STILE & "END CAP SEE DETAIL "F' SERIES 426 CROSS sEceoN RBVIBIDNIF _ I 1 SEE DETAIL "F" SEE DETAILS E" & J". CENTER STILE OF EXPANBED POLYsTyRLNE 1ma aurvrox " an 1 I SEE DETAIL "F" INSLILATION a Ev'"Z11^EN"gG7r I I MADE FROM HUNISIMNFOR 426 SERIES ERDS OWE 10 OR 2 4 p 9 2B 75 N • I I BACK COVER/RA'ULAIION 64.-!,PUED BT FALCON FMN Y P'R_EN t201 1 2 6 C RFV -PER 'j"'pD4' HEINNF.R AS ONE POUND PETt CUBIC BALCOVER -7 FOOT OENSTW, CPB FOAM 51E EL 416 k" SER26 IES—E I ON INSULATION EPS, BY FN,CON JAMWAMJRIN6, 1 i `+:Yi .°•; +; !'yr I'll A OENSRY OF 1.00 PCF II -USE STRUT 607935-0001 7.50 REF 7.50 REF -----� AND STRAP 405831-0002 STEEL HS STRUT, + "I- ..F EACH CENTER STH.E SECTION "H -H" P/N 400660-OD03 1.00 -,Do — I I SCREW, P/N 605879-0002, ONE SCREW _ 4,75 SCREW INSTALLED THROUGH STRUT SCREW S1t4EL fSTRLRS PIN 805876-0002 4.I5 STRAP &INTO TUBE STRUT P/N 605679-0002 (1a 2 w1DE) 14-20X0/8 00 —"j 1 a -20X5/6., — 15.00—.. -•+-.DSS MIN STEEL ,91'RUT$ (14 2 WIDE) F-7099 TI.099 -.-I� �7 1 2 "� i- .i. / 1 J +L -f' 1 I-�— 2.75 2.75 -'-"'--'I 11. 0 I 0 O I 4.75 -4.75 �J 2.75 +Q50----.- f 2.375 O I 7.50 O O O Q I .75 TYP 21.QU (--��1 2 1/2--� 5/8.. A0595a-OOOQ�I(15R 9RACHTT Q P/N 4007T'-nnn'r1R hH^MC .78 lYP STANDARD FOR 400 SERIES 7.734 TYP 57 TYP --I H- �.1024f--2.74 "0" REF. � -`— 7 134 TYP .(gAa0a3_x--.-XXz END. SHO N) �"---a.o0 --i I I 3/4 I I -F -i- (-0004 THRU -ODiU SHOWN) I I I ,-� + + -P PART NUMBER DIM."D REF q 1.00 ""__ 1.00 ,75 TYP I - .75 TYP AOa0a3-0009 1.34 2,00 2.75 -----.{...1,50 -"i ham ---4.75 404043-0005 1,Sg--4'75 (•-1.50 --0.---.-2.75 ••� 404043-0006 1,84 O 12.00 404043-0007 2.04 P 404043-00U8 2.34 - -/N•. 405835-0002 STRN7 C_ -Y gpp 24.00 404043-0009 2,59 16 GA, (•060) GALV. STEEL 4oaoa -0010 2.B4 J SECTION ­=-�"� �3 3/4--( DOOR PANEL ONLY SHOWN FOR CLARITY SECURED WITH (4) ROTATED 90' CLOCKWISE 605879-0002 SCREWS .099 1/4-20 X I" t.152 LENGHT- DOOR WIDTH - I" 0 0 o I THROW 2.375 o o I III 4.625 J '".g4�.. _KX}„SCAR 6RA 2 7/1fi I-- '-yt-°.10fi11.. IN f� .OSE ---.,....I O O O I 1" X ,150" 1HK PART NUMBER DIMENSIONS ,;fN 066590 -DODO. TOP_ FIXTLIRF Ip7?07935-Op01 ..,3L!CLUggI TU91NG REC(ANCULAR DRx THK. STANDARD ;/ (DME PF,_ R _.�PANGI 405965-0001 3.000 1 7/8 3.50-1 [—LENGTH - DOOR WIDTH - 1" --I P/N '181601-0000 c ID- Inr .150 405965-0002 4.250 ('�3 5/16^' MAX i/8� I I s�/Z/� S BSSx 405985.0003 5.000 I I 405965-0004 5,700 I 1 7/f 6 V/1'F77� 405965-0005 . 6.500 ° PR7)bU4T$E�Rl1Vy�Fp �9 1/2 REF— 405965-0006 7.250 i- L4= �e eB aowpVicg WDb th4 pLOcLAP 5/8 DLA. I t -q•J ! BMidleg Coda REr' 5/9 .055 TIIK. T--�- " 1 IJ i6 DIA o O 1 11/32 6" PIN 400659_ OCE. R�,+" p OVERHEAD DOOR CARPORATION Expis.,':,7r. Le / REF HS.t���'T..RU7. U -BARS 2501 SOUTH STATE HWY 121 I REF 1 jQt�r-AT VAN TOPI BUSINESSF SUITE 200 —"-`f- 11 LEWISVILLE, TX 75067 ES'.- PIN 06634.+- X Pr 1Eft ASSY 2" o O - O LeRDY G. KRUPKF, P.E. N3658D N{i0m Eplbd COe1F0t -2 dirL5iU6 uNn, ontinaz vurro immN: YtMMW e/4MNTM ON M1hv "4i4''9 °i10R COPpN'A40NSERIES 424/426 COMMERCNIL ^'+4 a lowm x caliews ronSTEEL DOOR,50PSF,_nua NaewcY au4aE, a¢e,P/N 401 124-0001, BOTTOM FI%TURF (LEFT HAND)4 N,1'"00 D,..v, „, „; a„�„""""� 'ILLN A °info °DADE Co."., ,..N.,,,_.__ ..-.._.ADA JOHNSON 6/25/94u,..4 1aNx mawnw mN: Nm -.. m, .,," y.,-.,.. .m.., ,"..., Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE F STATEMENTS 1. Statement of Independence in report "HETI 06-4003", prepared by Hurricane Engineering & Testing, Inc., dated 05/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Letter of No financial interest prepared by Overhead Door Corporation, dated 09/19/94, signed and sealed by S. Boucher, PE. G. OTHER 1. Test Report on Surface Burning Characteristics of Building Materials per ASTM E 84 dated __. prepared ertek Testing Services NA; ham, -and. signed by..C...Anthony by -int g Pefialoza. 2. Test Report on Ignition Properties per ASTM D-1929 dated 04/13/06, prepared by Intertek Testing Services NA, Inc. and signed by C. Anthony Penaloza. 3. Test Report on Salt Fog per ASTM B-117 dated 04/04/06, prepared by Environmental Testing Laboratory, Inc. and signed by Brady Richard. Jaime 1) Gascon, Chief, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-2 V NOTES 11, 426 SERIES ADDS INSULATION TO 'IHE 424 AREA SERIES FAN,' -- ES Ltl DESIGN LOAD An t50 PSF. 12. WELD SLOT ON ANG E AND 3/32" FILLET WELD ON ANGLE HEEL 2" LONG ON 12* CENTERS. 2. SECTION HEIGHTS MAY VARY TO. CREATE VARIOUS 73. LIFT -UP MECHANISM NOT PART OF THIS APPROVAL BUT SHALL BE CERTIFIED Iimo�-- .280 DOOR WEIGHTS, 24" MAXIMUM SECTION HEIGHT. BY AN INDEPENDENT TESIING AGENCY. I I2.75 NSIDE .05 R 3. REMOVED 74. PER ASTM A-653 AND SS GRADE 50,000 PSI MIN. YIELD PER ASTM A-653. 035TYP 4. TESTED IN ACCORDANCE WITH DARE COUNN 1.06 �"- 057 92 PROTOCOLS TAS 20+-9q TAS 202-9M1, &TAS 203-94. I (REF) REF 3/32" 2> 2-12 3/32" 6. ASTM A-500, GRADE. 9, 40,000 PSI MIN. YIELD. �,38 (REF) 7. JAMB LOAD CALCULATIONS: T" II 1.875 Amo SCAB BRKT (1/2 DOD WIDTH)(7 FT OF NEIGHT)(DESIGN LOAD) I INSIDE (7 FEEi)(1 F00T)(50 L8/SF)=3501b/=T OF HEIGHT) 1.76 (REF) 3,75 ED 167" RIVETS }-- ---r ANGLE -IN MOUN7�`J OISTANC 8. JAMS FASTENER REQUIREMENTS: F -(1/2 DOOR WIDTH)(1 35o1SIGN LOAD) ,r L 1.56 I TYP. STEEL JAMBS GROUTED R =(7 F'T)(1 FT)(50 PSF)=35016. .875 VERTICAL TRACK CONCRETE-. S. DOOR SKIN MATERIAL SHALL BE GALVANIZED ACCORDING TO 1 INSIDE BLOCK ASTM - A 525 Tp 090 OR TY BUILDING ENT SURFACE IANCCCOATINGO I""^^'^-'-2.75 3.67 ----•----.I DETAIL V APPROVED 6 RAO1DADE COUNTY BUILDING CODE COMPLMNCE OFFICE. DETAIL F„-� P/N 408807-XXXX S_ ECTION Q-111' 2X6 SYPH 10. ASTM A-446 GRAD= 8, 37,000 PSI MIN YIELD. DEML�Fn SOO.SS P/N 406916-XXXX END CAP .IAMB BRACKEI MOUNT END,,STILE P/N 406917TILE%K (2)10X3/4" SDS / (6) .167" RIVETS CENTER SIRE TYP, WOOD .14585 POWERS LOK//B r('40).4 3) I/4-20 5/0' CATS CABLE DRUM (4) 167 RIVETS AND 5 16 X $"/q 3) I/a-20L5/8"CB&N "C" (2) Q70%3/a" SDS TORSION SPRING COUNTERBALANCE WITH I 1 2 E 12.00X6.46X1.75X.126 ®9" O.C. HEADROOM " ' „ 400735-0001 TYP REW,//P HN 605879-0002 ORIZONTAL H' - — '" '" —^�H.,(4) 1/4X20%5/8"BO1H 510ES OF STRJT AT CENTER STILES (2TRACK SMS PER CENTER HINGE TOP SIDE OF STRUT AT CENTER OF PANELS"R12",RACKET4-20x5/8" B&N 5.50T1.27X1.00X.0311WEATHERSEALRETAINFRATTACH WITHB„+0X34"3) PER STILE T!C44 WEATHERSEAL K VINYL BULB 5-550DETAIL A (10'-1" IHOWN) KEI 16' -1" MAX OPENINGT 12" D.C. DOOR HEIGHT MERE 1.07 Y- 5.50 I - 2� °"oss�1 D T 12" MAX 1 FeQ�Tp CH� SPO' WELD 1_ nG,r .095 MIN +B" O.C. 5.50 12" MAX VIFTW`C'-c" i - SCALE: 1/2 -. HORIZONTAL TRACK 3" 12" MAX SIDE c' EVATION .9��MMERCIAE M6c 7.50 CENTER 3 1/2 STILE .057" THICK --i 3 1/2 P/N 401124-0001---- 14'-2" MAX DOOR WIDTH P/N 066341-0006 Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Overhead Door Corporation titled "Series 424/426 Sectional Steel Door, 50.0 psf" Dade County, 14'-2" Max Width", Drawing No. D-408806, dated 07/28/94 & 08/25/94 with latest revision on 01/15/04 Sheets 1 to 2 of 2 signed and sealed by LeRoy G. Krupke, PE. B TEST 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 L arge per_FI3C,_TAS.201_-94__ 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width"„ prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI 05-039 & HETI 06- 4002, dated 05/18/2006, signed and sealed by Rafael E. Droz-Seda, P.E.. 2. Test report an 1) Tensile Tests per FBC & ASTM E-8 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width",, prepared by Hurricane Engineering & Testing, Inc,, Test Reports No. a) HETI 04-247, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. b) HETI 04-T248, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. c) HETI 05-T327, dated 08/03/05, signed and sealed by Rafael E. Droz-Seda, P.E. d) HETI 06-T523, dated 01/30/06, signed and sealed by Arshad Viqar, P.E. e) HETI 06-T529, dated 04/03/06, signed and sealed by Rafael E. Droz-Seda, P.E. fj HETI 06-T528, dated 04/26/06, signed and sealed by Rafael E. Droz-Seda, P.E. g) HETI 06-T602, dated 09/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. C CALCULATIONS 1. Calculations for method for attaching wood jambs to a masonry building, prepared by Overhead Door on 09/19/94, Sheets 1 & 2 signed by S. Boucher, P.E. D QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION 1. Tensile Test Report No. Heti 01-TO06 prepared by Hurricane Engineering & Testing, Inc. dated 01/30/01, signed and sealed by H.M. Medina, P.E. 2. Letter Report of Surface Burning Characteristics per ASTM E-84 dated 05/24/96 si ned by J. G. Marzullo and reviewed by R. K. Laymon. Jaime D. Gascon, E. ief, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-1 HOLLOW BLOCK E pEY p BE FILLED EN 20771 206 `05 MLK is 444 TO F pER N I 72 05 AT JAMB G REV FER EN 1 a9a O 1/4-20x5 8 EDO TOC BOLT 1 2.38 1" LAP 1 S EE PAGE 2 1.38 ,OE9 4459 r 1eRKT ae5964-n 4-00 opD I STOP MOULD 5/16" X 1 3/4" \ POWERS LOIS/DOLT SEE PAGE 2 WITH 1 1/2 EMB SCAB B.RKT 09" O.C. 405965-XXXX SECTION 13-8'• ANG AND 8RACKET MOUNT S/16 X 1 3/4" 0 NP, MASONRY JAMBS LAG SCR W 12" O.C. OR EQUIVALENT 1650-0003 600520-0004 20X5/8" SELF DRILLING SCREW 20X5T /8' STILE 10-16 X 3/4 END STILE / • -^I 1�-1.875 P/N 066590-000 P/N 066341-00066 TYP 2-LACEgS (4) #14x5/8 SMS TUBE STRUT P/N 404043-0007 ONE ANSTRAP VP 2 PLACES 006 SECTION P/N 404043-0006 --'TY/P 2 PLACES0006 q y 24 GA SECTIONS � .024" MIN SEE DETAIL 'A' P/N 404043-0005 SIDE EL VADON OF P/N 2 PLACES 066341-0006 TYP COMMERCIA' 5ECTIONAL 461601-0005 D001R ) 1/4X205/8" TEK SCREWS .. I (2)ON TOP RF -ILPEERIOR ELEVATION OF CCIMMERCLAI c DOOR P607935-0001 405831-0002 192 EACHSECTION 02-13-09 .SERIES 424 - SU PSF WINDLOADEi 02-06--09. PER ENDSTILE AND *�CTIPhAALL DOOR WIDTH CENTER STILE END STILE STRUTS/SECT. ROLLER AnAX. BRACKET VERTICAL 1"NACK JAMB LOAD I VVV��� YxLss�omu«x wcrw SPACING 14'-2" S DOUBLE HS -3 GAGE ()J PER FT -HT) HARbWARE /arms- :x xn.amw.n ar 12" 4"x2"00'7U8E- .090" 350 STANDARb & p� - Q^ d 7 " 4M`L" v - -. HEAVY puri " Overhead Door Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Overhead Door Corporation titled "Series 424/426 Sectional Steel Door, 50.0 psf" Dade County, 14'-2" Max Width", Drawing No. D-408806, dated 07/28/94 & 08/25/94 with latest revision on 01/15/04 Sheets 1 to 2 of 2 signed and sealed by LeRoy G. Krupke, PE. B TEST 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 L arge per_FI3C,_TAS.201_-94__ 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width"„ prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI 05-039 & HETI 06- 4002, dated 05/18/2006, signed and sealed by Rafael E. Droz-Seda, P.E.. 2. Test report an 1) Tensile Tests per FBC & ASTM E-8 along with marked -up drawings and installation diagram of "Series 424/426 Sectional Steel Door, 50.0 psf. Dade County, 14'-2" Max Width",, prepared by Hurricane Engineering & Testing, Inc,, Test Reports No. a) HETI 04-247, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. b) HETI 04-T248, dated 11/10/04, signed and sealed by Rafael E. Droz-Seda, P.E. c) HETI 05-T327, dated 08/03/05, signed and sealed by Rafael E. Droz-Seda, P.E. d) HETI 06-T523, dated 01/30/06, signed and sealed by Arshad Viqar, P.E. e) HETI 06-T529, dated 04/03/06, signed and sealed by Rafael E. Droz-Seda, P.E. fj HETI 06-T528, dated 04/26/06, signed and sealed by Rafael E. Droz-Seda, P.E. g) HETI 06-T602, dated 09/18/06, signed and sealed by Rafael E. Droz-Seda, P.E. C CALCULATIONS 1. Calculations for method for attaching wood jambs to a masonry building, prepared by Overhead Door on 09/19/94, Sheets 1 & 2 signed by S. Boucher, P.E. D QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION 1. Tensile Test Report No. Heti 01-TO06 prepared by Hurricane Engineering & Testing, Inc. dated 01/30/01, signed and sealed by H.M. Medina, P.E. 2. Letter Report of Surface Burning Characteristics per ASTM E-84 dated 05/24/96 si ned by J. G. Marzullo and reviewed by R. K. Laymon. Jaime D. Gascon, E. ief, Product Control Division NOA NO: 06-0331.04 Expiration Date: March 22, 2012 Approval Date: March 22, 2007 E-1 HOLLOW BLOCK E pEY p BE FILLED EN 20771 206 `05 MLK is 444 TO F pER N I 72 05 AT JAMB G REV FER EN 1 a9a O 1/4-20x5 8 EDO TOC BOLT 1 2.38 1" LAP 1 S EE PAGE 2 1.38 ,OE9 4459 r 1eRKT ae5964-n 4-00 opD I STOP MOULD 5/16" X 1 3/4" \ POWERS LOIS/DOLT SEE PAGE 2 WITH 1 1/2 EMB SCAB B.RKT 09" O.C. 405965-XXXX SECTION 13-8'• ANG AND 8RACKET MOUNT S/16 X 1 3/4" 0 NP, MASONRY JAMBS LAG SCR W 12" O.C. OR EQUIVALENT 1650-0003 600520-0004 20X5/8" SELF DRILLING SCREW 20X5T /8' STILE 10-16 X 3/4 END STILE / • -^I 1�-1.875 P/N 066590-000 P/N 066341-00066 TYP 2-LACEgS (4) #14x5/8 SMS TUBE STRUT P/N 404043-0007 ONE ANSTRAP VP 2 PLACES 006 SECTION P/N 404043-0006 --'TY/P 2 PLACES0006 q y 24 GA SECTIONS � .024" MIN SEE DETAIL 'A' P/N 404043-0005 SIDE EL VADON OF P/N 2 PLACES 066341-0006 TYP COMMERCIA' 5ECTIONAL 461601-0005 D001R ) 1/4X205/8" TEK SCREWS .. I (2)ON TOP RF DRAWN BY: RWM P607935-0001 405831-0002 192 EACHSECTION 02-13-09 (3)tOX3/4" SOS 02-06--09. PER ENDSTILE AND (2) PER CENTER STILE I P/N 401124-0002RWDM --{ 7.50 P/N 066341-0006 W/(5) #14-5/8" SDS pt:omplying wild the F10" BeidtegCoda Aecepteece No OVERHEAD DOOR CORPORATION 2501 E e SOUTH STATE HWY 121 ,.L,E, STT -. LBE 75067 LeROY G. KRUPKE, P.E. X36560 g'�� p10�11N DEYieION _ wv, 018 aw.4 nnn SERIES 929//425 e G.J.4rMO0RE 7/26/94 STEL COMMERCIAL DOOIY, 50 PSF, DADE eeaexm ax MAX WIDTH N/A /25/94 ^"---•---..-.... ADA JOHNSON 8 uxn S �Y 4Qg�DFi NE EACH OUCIIEF 6/25/94 MIAMF MIAMI-DADE COUNTY, FLORIDA W= METRO-DADE FLAGLER BUILDING i BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE(NOA) www.buildingcodeonline.com Overhead Door Corporation. 2501 South State Hwy. 121, Suite 200 Lewisville, Texas 75067 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). �liis-J Tn A —A—.., ,l_beNal �-thea a�vxi�ion.date stated -below The R�(In-Miami 1)a e County) and/or the AHJ _ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series 424/426 Sectional Steel Door 14'-2" Width - L.M.I. APPROVAL DOCUMENT: Drawing No.D-408806, Sheets 1 and 2, titled "Series 424/426 Sectional Steel Door, 50 Psf, Dade Co. 14'-2" Max. Width," dated 07/28/94 & 08/25/94, with last revision G on 02/02/07, prepared by Overhead Door Corporations. signed and sealed by LeRoy G. Krupke, PE. bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 37,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site.at the request of the Building Official. This NOA Renews NOA # 06-0331.04 and consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, PE. NOA NO: 06-0331.04 " K Expiration Date: March 22, 2012 fA411St Approval Date: March 22, 2007 Page I 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 UJ 0Z Ix w if w¢ v a _ o _a���w o r��� �� � w on QiFtaWgf—�Nw ffi O NFU^ Fn 04_z In Uw'1=� O �'Wp�Q'© D�,�j y�djFO `C ZN NOl'ttA8 a�ZZ O' w 6 0 J as -a. 6�1 iE0t-nx{y,c�IN�-t0' a 00 0OCDWOwWap�aWZLJm ~" NUw? OQM�tll�'ZdEL'00-'Q �.86,R ,� awoa ISSUE BLOCK A103-06-09 I ADDENDUM #3 CHECKED BY: RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06--09. MAR 12 2009 PRODUCT APPROVAL rn w t2 ryV 0 O V o_ mW a) m� V) rn a aCN \0 '.F J O \ E o-0 U Q V F-' N c U o E L O ^In W i mo 0 1) 0- 0 1' / O 0 OD \O \ X X X o00 O Fw- 0 N nQ B 7 g 8 PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 LTN RFV W,E M XAD. E JIMMMIN pNTAYCE� 2 1 • 12ABNIA nal! 11fiHDN 0.Y . •A ' LTn Remav wre m ¢aa RI pARA3faWl) DNV. L,Ret i NDDD NIPPQM.WENRNIIiNFb � D �� °•A � a - iF10YA1r6AXRAMIIFOX tlNNwN.K&n ,1R1Nam P.M� �- O ♦ d' • ' a ANONEII,EADBaT. K•iDNVr D • .. A '4 A 41♦ • ♦., .. AFD y(uAPntRPnnAr WABHENSATN'aaaNTFA 6 NIDTfI� F2 Z � ) afiIlCbNnEYNNYNP91 ., PUSH - ♦ b.: • BfiucTYPCUNTNnr�YJ(l RTRa:fuRe YR, 1M•1Naf / CRANK( ADJUSTOR F3 _r DN•InnIAWtIA2.xo MOTOR �n•o.a,ftN•NMFANEo, •m fno } F2(E) ap abm 40 - # w Ej U(E)F1(Z) pCDaeETBAbIf F-••N�•nPMIM,NAIH R'BMNpMp I � � � A••••fI�•pPENWGWO'N +�9T�YIY.Wo ,—rl•DPEMJpwDTN ��AFDNm ---•-»I<a•ANxcn.Q yt; y; 136 +---usANzo.bx-- qa; -.... r.-�Ire•Ya o.ap. 1 4y;,.._..._.I UNREDUCFFD WIND FOR�g ON SOLOING STRUCTURE C GUIDE ASSEMBLY I i , 1 , I �•,D NNTAA9�•NPATENEO PUTwAaERsalrbc CamX•re �'� e GUIDE ASSEMBLY&7RUCTURE 1 GUIDE A�EMBBLY MU8 10NED TO SUPPORT F7, P2, AND F3. FORCES c +.,ao AaD� aTeel arRucriwe (LBSJFT. OF OPENING HEIGHT) AT EACH JAMB. 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FFANEROVIEDGEMT ABTNA8F4TFEl ai PDKEO4,E B A.L11ld RCQILBY wa 3 aTD Fat aMalfl6BIIIUpP1Pa BIF.EteTPoDnME • I � /W.ABCXIN/�NE,DPDP B yy��It.,%• —•I- DAPPNApBOITORAIr C., aMIINDMM D'WaFFAsau 6 1 ; W Aq AA4 a9TMAYF 61YEt WFA�n EP OR i Ila � '0/ • QGUIDE IRAGLE 3RACID:T ( IN TNppMI.NP Ila0RA9TEY BM&(xRDNACWPDINOR—"­ YWl "PLalA4AlNiaEMYAYRNPALTPBBMiAMD81x,F, OBRAMFT MOONING .DETAIL p qqF ;4.tAAn.ADsxw rNRDIttIDA ��y71'pw %rtA6TN AlsrEOl.tTEPfYDbL A8n1�A14lRaaR "F.IIE44 •reDasloNMNw • aXMTAFDNAaIV Dsawueo. Y t. POM'REANDNEaA A'GOE81nV RRFFMBdId R)RRIMMLAE AmwpxrAa,ewm O MVMInnn SUPPORT DETAIL PERPORUCpFMAPfiaFDJODDMACOOXbANCEWDM AACEFaNNW DPaDNtOPbB MRPIMPMAa ANDOTNER6TNLCi/lR6a. LdDB VMIO"O GUIDE SETBACK VARIES ANIENRFWIMFy DflERil46 PalMENWpsaN.l DDl0.V TIWIa1FpNLMDDe1DEFpY PMAMIRPBNIDWBEIaN. 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MAGGIO E$)6-'68-62 • 7 1A of 2 ^ NANpatIiXNK CONTMCTORaaXxIIXAYE PIAPMMgEpIF,EICp 4 3 2 1 B 7 g 8 PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 3 2 1 LTn Remav wre m ¢aa RI pARA3faWl) DNV. L,Ret i NDDD NIPPQM.WENRNIIiNFb DRAQICI tlNNwN.K&n ,1R1Nam P.M� �- O O OPERATION: O PUSH - • CHAIN (S S CRANK( ADJUSTOR MOTOR STOPPERS • I � � � - DfM•� tN AF�fM•. l�fWatlO�i.t11, I i , 1 , I �•,D NNTAA9�•NPATENEO PUTwAaERsalrbc e I I 1 b DAT 1 1 i I +.,ao AaD� ° I I 1 I I ( aauo vaw I0 • I � nPoPMATNMPok • I k 1 I Pj3 3AFB 91ER,9,RIIDYUPR aIENTA,%1NPOR DD1MNH,E7:etPo1CTWIE I , I � AVDr1DAa1MADDatt4L aNMKAFFEAIFLY e • 1 A.TW QpMODLw - , , b 1 auroeAaseMoly o� •� 1 I gOa W tlR Arin MDDTIRNl M,uORYEIe C O I 1 1 • b I 1 u7 tj Fait 1sR A:aranaAe,YAxeTFal ,. I I lJ , ewlccMrwMalwx F WwRADt aTD G • Ni fNt1NABTMAFBafEd /F + 0 D BDTTOYFNI ; W Aq AA4 a9TMAYF 61YEt ` L/ OR '0/ • QGUIDE IRAGLE p T 1 IN TNppMI.NP Ila0RA9TEY BM&(xRDNACWPDINOR—"­ YWl "PLalA4AlNiaEMYAYRNPALTPBBMiAMD81x,F, A R­,__ t. POM'REANDNEaA A'GOE81nV RRFFMBdId R)RRIMMLAE PERPORUCpFMAPfiaFDJODDMACOOXbANCEWDM AACEFaNNW DPaDNtOPbB MRPIMPMAa ANDOTNER6TNLCi/lR6a. LdDB VMIO"O GUIDE SETBACK VARIES DflERil46 PalMENWpsaN.l DDl0.V TIWIa1FpNLMDDe1DEFpY PMAMIRPBNIDWBEIaN. I& 3TANDARO 144'OPENINO WIDTH �14*4*TANCE ,,,•, GUIDE SETBACK VARIES 1MSTANDARD Appreved a4 compr a.iNroucTMARENos4w.ueE m IDnaABARwrcNAUNMLN pr oRe r bIDPANOeNµL6lAFwaOAaFAIAOaD, B BETWEEN OUIDE8 (P8.0.) „� F'16HlIt'Aa•(� ode Dvit•.•,_- /.,7 O g,AMTar•PA DADecgMTYmbwwrreNmuAPma+Eb NUntr �yf�o� TNanFrnuBArmexcrKu,awsmPAZFYRSNPsagEFea,raPNooucr6 tFaIFDFDXIMlORM 5FAYICAMIPRERMDENpOX1ePWNCEWRNMDD Minml L.tde YFUinet 1DIM1(YP,{prpOa,R,AFD1, Da ANODA. B � 021D � DivWpn �p1�f ]'�F1]I �`�•4'� MMINFO¢&bN IpRP•IIMPFF fT@bTMDPERFOPA160 MCRTIEMDT�i1ND L•Ba10.'OXNE FIRUNro, n4 P.1«I 0 eorReoM Ra enA.,way. 0.aUPF14YMFN`{DAAF ORMUNFFPINFFI,NBOpa, APODBNORA,®AFPI, ^ NANpatIiXNK CONTMCTORaaXxIIXAYE PIAPMMgEpIF,EICp D,a@lR1eM1p YF.18a 1•BAEOXB �eltl6absaralmxln T,s•a, CDNTDA OaP, I zAD 02tD II i p.1R AAN p morexubxAllMcwFezuralFrAceaDwvoFeuFAunsrXucn.-Tb resnr FWBIRIPoO[b IOADBFI�F2, ANON WRNAI�SPEGBXKIT�&Pk WORM¢ORDM��W¢OMDRIEC� BWat -AWIST_... 11'MBN4LO4vbAVAceX1 lWDPROCEJd&MtteDMC yt alaxJxlAAvruAxe,xELaR alz.z..1oDTYP8Fa6rAw.Mmr pNl -. I,ouo A^�•-DAaf AANCHAp NpTIS: AeYDEDYHJr DEP1XAOEANOT NDWbEBYDCbOarvYN. _+.ND a •„' DDaI eAFFBMPp tRN a�ARFccIID�s�eRNMIwcb NADcunDAxeexarx MAMIFAD,ufFAw �•`•, aAmf2ap o.aD m4amlcN I pAFO - taw P. Txe FQluEbiu RAce ORDuroNxASBReRrsarBOMAccalmlRcewXN AF,M6u Awc2oFe savubrero � v.Auft a1R aReENawaElDoenl`r""I ANxaq � ,a„n.nu - ,,, I nmD 3 Aeourp f2D L___ taaroRMNvaRn14TAUEnoxnw MBNaoPIDreoEw.wFxreRNwvmlr. f.ADlelncneAFEM�ulawnY.FetneDezusrDT aserlYFonMTIreDXFrouaF i1XFmowar. A O dtfD PFD 1pRFS1LVOWiNODLelR1AL PPARK DET F.em ® ubuurauroP, PA iMaO] C. I;J EMOLOCKI WINOLOCK DE'Tg6. ©VWNP40OR A AB(YAFN NAIA9TMEBaYbe 10NCR A91Y A4DNn ABTVPEApRA66f061CbP (j)M jMBARDETAIL cAErFu1J4AxE RonAs:MMT.bXA11DtmIRON.vaxzeo MM.TOPoDANCEWPtIAE;NAfD,pWDER2N000ATM(t _ TA_ CAFT MAD.EARLDIPONABYYMY,aPMA:YM146LLVAMAb DADE COUNTY APPROVED AarMAADamun,uPAtF,seloaWMmcao rt�µ^ECM1011 Rsuve MaCWgDM';>: WRN AMYAMF.afunFM>PA1tlMTu0 1A'4'120 PSF INSULATED ORlYP6 aw BTAINI�RFre8L4YN.V•aA,ANDPN) DR WA896wFMArvIEF88i�A.INN YA4O f,fA0R4 Ful-aDAFe EPAIE tnacuA ROLLING STEEL DOOR Q RMAGGIO E518-28-01 6 8 , 4 41 i i Cornell Iron Works Inc. A. DRAWINGS Drawing No. ES 16-28-01 titled Dade County Approved 14' 5" Insulated Rolling Steel Door, sheet 1 & 2, dated 11/21/2006, prepared by CornellIron Works Sig ned and sealed on 11/27/06 by Joseph J. Dixon Jr., P.E. B. TESTS. 1 • Certified Testing Laboratories Report No. CTLA-160OW pages 1 thru 7 of 7, dated 11/28/06, signed and sealed on 11/29/06 by Ramesh Patel, P.E. for Testing Standards TAS 201, TAS 202 and TAS 203. 2• Certified Testing Laboratories Report No. CTLA-160OW and 1600w_lfor Galvanize Steel, dated 12/04!06, signed and sealed d on 12/08/06 for Tensile test per ASTM E8 by Ramesh Patel, P.E. 3 Test Reports # ETC -06 -1071 -18365.0 -Evaluation of Painted panels per ASTM D 1654 (ASTM B 117) performed by ETC Laboratories on 11/02/06• 4 Test Reports # ETC -07-1071-18738.0- Ignition Temperature per ASTM D1929 and Flame Spread/ Smoke generation per ASTM E84 Performed by ETC Lab.on 02/15/07. C. CALCULATIONS 1• Structural calculations prepared by Joseph H. Dixon, Jr. PE, dated 11/18/06, 13 pages, signed and sealed on 11/17/06by Joseph H. Dixon Jr, PE. . D. MATERIAL CERTIFICATIONS None E. STATEMENTS 1• Code Compliance letter and no financial interest letters dated 11/27/06, signed Joseph. H. Dixon Jr, PE. 4y��Yti Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No. 06.1205,07 Expiration Date: May10, 2012 E-1 Approval Date: May 10, 2007 MIAMI RADE MIAMI-DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO)METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 FEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375.2908 Cornell Iron Works Inc. 100 Elmwood Avenue Mountaintop, PA 18707 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed by Miami -Dade CountyProduct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 14'511 Insulated Rolling Steel Door APPROVAL DOCUMENT: Drawing No. ES 16-28-01 titled Dade County Approved 14' 5" Insulated Rolling Steel InIron Workssigned and sealed on 11/27/06 by Joseph J. Dixon Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page E 1 as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. ,� �0'r NOA No. 06-1205.07 Expiration Date: May 10, 2012Y, Approval Date: May 10 2007 Page 1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3645 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 f (hozz N 00 � W 41 N V1wFU F_dQ /ej-�� S p0pJ O.XW pQatLy�w%� O� L_ o us >_�&aZaF S,FR rn t � �x wp a> Z 3c0 0 mpaW�zaH►-a w I'Mu lLJpX=wW ON zN H�yOFWWO{A,Iazi ,��z _J , a � p Ll V3 U X LL. cn 0- z�6- zi ,Z�CDf d NQ WL<-Owwngnoa} oi�iIWOtrwwzXw< ISSUE BLOCK /1\103-06-09 ADDENDUM #3 CHECKED BY- BIAI1811% RF DRAWN BY: — RWM PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 • 6853 �V MAR 12 2009 PRODUCT APPROVAL SHEET: PAS Ln rn c) � U_0 LaJ 3 Q M a - I`7 � L> 0) o� o LC O N I� L- Q E N �i U ID O E� c L O U Q) �I 0 ro O C: d 0 .. d 0) 0 a 00 (140 1_,0 -14) X X X Q � LLJ Q N _-5 / a- CL AAAA. I W. - SEE GLAZING 1/4" MAX. "P.9, w.w.s FRAME ANCHOR SUBSTRATE BY OTHERS EE GLAZING 8 REQUIRED ONLY EXTERIOR / DETAIL 7 ON SHIM AT EACH 10 i i 28 WITH MULLION "B" wor1� eAwroeros PER ELEVATIONS 4 ON 78 I �SWEE 9 1 ANCHOR �/ SHEET 9 EXTERIOR 5 7 � EXTERIOR / SEE GLAZIN 1/4" MAX. / DErA1L 2 ON DETAILL22 ON G SWIM' AT EACH 16 79 2324 79 SHEET 9 SHEET 9 ANCHOR 23 24 SEALANTS 16 4 BY OTHERS 12` SUBSTRATE / 9 6 8 BY OTHERS EXTERIOR 16 56 83 35 EXTERIOR � 1 _ �' SEE GLAZING 6 FRAME ANCHOR DETAIL 3 ON 44 45 SEALANTS BY OTHERS 11 SECTION G2 w SHEET 9 PER ELEVATIONS 11 SECTION A SEE GLAZING 46 SCALE: 1/2 FULL 72 SCALE: 1/2 FULL 7 SECTION SCALE: 1/2 FULL 6 -SEE GLAZING DETAIL 8 ON } d t N 15 DETAIL 1 ON 1 SHEET 9 15 4 3 3 o p n DETAIL 1�ON NG SHEET 9 % W 3 / SHEET 9 „1 SECTION 4B2 SEE GLAZING 29 REQUIRED ONLY 0 1 i SCALE: 1/2 FULL 6 DETAIL 1 OR c .LL WITH MULLION SECTION SECTION E3 ON SHEET 9 / "C" & D" SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 16 56 36 3 38 39 11. z n -. l SEE GLAZING _ \ �I^DETAIL 8 ON LO z w ` SHEET 9 5 ETAIGLAZING I EXTERIOR "-SEE GLAZING ON t W DETAIL 3 ONONLY WITH EXTERIOR 16 REQUIRED ` l SECTION BIN s MULLION "D" t;z a SCALE: 1/2 FULL 6 SECTION K EXTERIOR a AoV 16 SCALE: 1/2 FULL 7 Z d -F 63 64 55 T Z, GLAZING i/4" MAX. SHIM AT I L� 28 zo �°�� \ 9 ON EACH ANCHOR 'I I 2 REQUIRED 1/4" MAX. SWIM AT Z ilei ••14 EXTERIORSHEET ONLY WITH 4 EACH ANCHOR / SUBSTRATE 2 MULLION "B" 4 � FIs 2 0 9 BY OTHERS SEE GLAZING z g F / SEE GLAZING SEE GLAZING SEE GLAZING DETAIL 6 ON w tS1' $ t ' 14 0 w DETAIL 2 ON DETAIL 1 ON DETAIL 1 OR 5 f SHEET 9 4t " X 14 SHEET 9 SHEET 9' ON SHEET 9\ _ SEALANTS __.._.� t 1 1 10 BY OTHERS I4. �SHIM4ATMEACH BY OTHERS 1/4" MAX. SHIM AT EACH 13 EXTERIOR 85 EXTERIOR �\ $ ANCHOR ANCHOR o FRAME ANCHOR FRAME ANCHOR 15 15 T z SUBSTRATE BY OTHERS 2g c L \ .� PER ELEVATIONS PER ELEVATIONS SUBSTRATE BY OTHERS FRAME ANCHOR 30 REQUIRED ONLY FRAME ANCHOR a �, SECTION c1 SECTION PER ELEVATIONS SEALANTS BY OTWERS REQUIRED ONLY WITH MULLION t3 PER ELEVATIONS 5• o SECTION o SCALE: 1/2 FULL 6 SCALE: i/2 FULL 6 G1 WITH MULLION "D" "C" & "D" SEALANTS � z A . °' 3 _SECTION Fi SCALE: 1/2 FULL 7 SECTION BY C B 1431 SCALE: 1/2 FULL 7 SECTION H J OTHERS SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 7 g� TL+ SHEET N0. 7 OF 11 96" MAX. WITH WIDE STILES & RAILS, 72" MAX. WITH NARROW STILES & RAILS DOOR CENTERLINE 6" MAX. L1 3 16" MAX. "'i 8 8 B O.C. MX 9 I \ 81 16" MAX. _ 2 3-POINT BBOIL.TCSYSTEM I 2 D.C. AT F 6 OR CONCE LED ROD DOOR w N EXIT DEVICES, SEE ITEM ! 5 SIDES p a I" 66, 67, PAW". Q 70, OR 71 IN PARTS I, 9 ,z LIST ON SHEET 11 - 2" �3: \----_'- of MAX. TYP. FRAME ANCHOR WHERE / SHOWN. SEE "FRAME °'• \ I ANCHOR REQUIREMENTS \ ! / TABLE" ON SHEET 1 FOR n M / I / REQUIREMENTS. Go 8 I / (NOTE: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT I DOUBLE DOORS & 3 TOTAL 6" MAX. AT SINGLE DOORS AS SHOWN.) 48 1/16" MAX. WITH WIDE a JIILCd tx KHIW, 36 1/16" MAX, WITH NARROW STILES & RAILS 1 L2 3 16" MAX. O.C. I I 6" 6" M oaAvai$ CWW mer MINIMUM EMBED MINIMUM EDGE DIST. G NO. 12 SMS SCREW 4 ao/AA/As 3/4" a R \ N1 FULL w 9 8 \ 1 B 8 CMU OR CONCRETE (1) 14" CONCRETE SCREW 1 1 1/4" 2" o0 i 9 SEE LOAD TABLES ON SHEET 5 0 O �a I o\i 45 3&2 65.0 -68.0. 3 -POINT LOCK & ,� MA x ! DEVICES, SEE' nM IT P7I D.C. AT NO.'S 68, 68: 69, 70, 6" MAX. L ! OR 71 IN PARTS LIST 0, 34 65.0 65.0 41,8 ON SHEET 11 SIDES 52 1/2" MAX. D,LO, I 24 65,0 65.0 65,0 30 63.6 65.0 85.0 MAX. D.L.O. Q a 24 65.0 65.0 65A. 6 (�o Z W d DETAILS ON 34 1 65,0 65.0 1 45.7 66 31.9 65.0 65.0 20 1 65.0 85.0 58.3 M MAX. IMA MAX 3 1 3/4" oaAvai$ CWW mer MINIMUM EMBED MINIMUM EDGE DIST. G NO. 12 SMS SCREW 4 ao/AA/As 3/4" H g 1/4-20 SELF TAPPING SCREW FULL 1 2 " / MIN. 0,125" THICK 36 KSI STRUCTURAL .STEEL SHEET 2 FOR ANCHOR CENTERLINE QUANTITY OPTIONS 20" MAX. B 1/2' CMU OR CONCRETE (1) 14" CONCRETE SCREW 1 1 1/4" 2" A O.C. L1 $ 3 CENTERLINE SEE LOAD TABLES ON SHEET 5 0 O k °s o\i 45 3&2 65.0 -68.0. 6 s� Q i 6" MAX. P7I D.C. AT SEE MUWON 6" MAX. L DOOR 0, 34 65.0 65.0 41,8 END SIDES 52 1/2" MAX. D,LO, I 24 65,0 65.0 65,0 30 63.6 65.0 85.0 MAX. D.L.O. Q a 24 65.0 65.0 65A. \ (�o Z W d DETAILS ON 34 1 65,0 65.0 1 45.7 66 31.9 65.0 65.0 20 1 65.0 85.0 58.3 P, ) G1 K / P ! \ OPP SITE 24 65.0 65.0 65.0 / !SHEET 2 FOR =a TYP. FRAME ANCHOR WHERE SHOWN. 546 65.0 65.0 42:9 I -- SEE "FRAME ANCHOR REQUIREMENTS � 65.0 65.0 46.8 T. a�,Q ! I FLUSH BOLT SYSTEM ! 6 DOOR OR cortcEALm Roo I SIDES J 1. 2 EXIT OENCES. SEE REM TABLE" ON SHEET 1 FOR REQUIREMENTS. z z 24 65,0 65.0 65.0 (NOTE: DOOR SILL ANCHORS INCLUDE 0 GLASS TYPE 1: 1/4" TEMPERED GLASS TYPE 2: i/4" HEAT STRENGTHEN GLASS TYPE 3: 1/4". ANNEALED 66 36.3 6&0 65.0 9 TOTAL AT DOUBLE DOORS & 3 OR 71 IN PARTS I - LIST - SHEET it 4 } Q Ci N a m TOTAL AT SINGLE DOORS AS SHOWN.) 42 57.T 85.0 85.0 36 6s,o Bso 65.0 2 MAX. ! \ U V$ t7 ` ? Fa. 11 51 p 31Y co 0 82g � A. o m MULLION LOAD WIDTH MULLION LOAD WIDTH I rs (MAX. 57") (MAX. 76") �ycLLLIl 2" 6" MAX. 'I i "- 6° MAX. --j " z f u u_ n„ T �a GNB EXTERIOR ELEVATION EXTERIOR ELE !"10N z ' z ',a DOUBLE DOORASSEMBLY SINGLE DOOR ASSEMBLY H l SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-O" o ALLOWABLE PRESSURE = /-65 PSF ALLOWABLE PRESSURE _ +/-65 PSF aT �3 (*) 02 THE DOORS IN THIS STORE FRONT SYSTEM ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON -HABITABLE AREAS 'WHERE THE UNIT & THE AREA ARE DESIGNED TO o ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF THE CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. F wyiz°� u 0-0 a 1431 . 4 4 �i 4 FRAME ANCHOR SUBSTRATE BY OTHERS -z w/auras PER ELEVATIONS w 1/4" MAX: G SHIM AT EACH ___E ANCHOR SEALANTS 13 BY OTHERS -�^-� 2 v 2 EXTERIOR -SEE SING i DETAIL 2 ON w SHEET 9 SECTION D SCALE: 1/2 FULL 6 GLAZING DETAIL 7 ON U a w ¢ 112 UI:IAIL 47 UN SHEET 9 SECTION E1 SCALE: 1/2 FULL 6 3 Pt CD Of �zoly z��[7Z 4 _z d,�RI I CZ9a �m� z LSI jxo N'.Sx A. - in O a� LIQ •1"- �j U 3 1 3-� 83 w Q` 0 L5ro I; f Z 3 �. 1431 K R A SHEET N0. 6 OF 11 GENERAL NOTES a I. THESE STORE FRONT SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN 1 3/4" OR '4 i/2" 52 1/2" MAX. 52 1/2" MAX. 52 1/2" MAX. 1 3/4" OR 4 1/2" F PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS" TABLES. 2. BUCKING &/OR SUPPORTING SUBSTRATES MUST BE PROPERLY DESIGNED, CONSTRUCTED & INSTALLED TO SUPPORT LOADS TRANSFEREA FROM THESE SYSTEMS. 1 3/4" OR 4 1/2" 1 3/4" OR 4 1/2" k 3. ALL HARDWARE & FASTENERS SHpLL'BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS, 20" D.C. SEE MUWON END 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & 6" MAX.CONNECTION DETAILS ON c PROPOSED FOR WATER; AIR, FORCED ENTRY & UNIFORM STATIC AIR PRESSURE TESTING MAX, SHEET 2 FOR ANCHOR IN CONFORMANCE WITH THE 2004 FLORIDA BUILDING CODE PROTOCOLS TAS -202 FOR \\\ NON -IMPACT WINDOWS, A QUANTITY OPTIONS 5. THESE STORE FRONT SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004. I / FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). I 8. THESE STORE FROM SY51EMS ARE NON -IMPACT RATED AND MUST BE SHUTTERED WITH - A FLORIDA CODE APPROVED SHUTTER WHERE REQUIRED BY ODDE. 6" MAX, / 7. ALL ANCHORS SFWl BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. I I I &t & ALL FRAME ANCHORS SECURING YANDOW/OWR FRAME TO PRESSURE TREATED BUCKS I OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE B1 2 PRESSURE TREATING CHEMICALS IN THE WOOD. 9. THERE SHALL BE NO UMIT TO THE NLWBER OF HORIZONTAL & VER7TCA. PANELS USED 3. FOR ANY JOB PROVIDING ALL RESTRICTIONS ARE MET PER THE ELEVATIONS. 10, ALL SUBSTRATE SHALL HAVE THE FOLLOWING MINIMUM REOUIREMENTS. MAX, "33 ALT, CONCRETE SUBSTRATE SHALL BE MIN. 3000 PSI cJ ALL L WOOD SR1D BSIFtATE SWIt.L BE EISTRATE SHALL BE MIN. MIN.016 GAS F SO km a1) ALL STRUCTURAL STEEL SUBSTRATE SHALL BE MIN 1%B 7HK & Fy 36 k9L 11. MATERVUS. INCLUDING BUT NOT LUTED TO STEEL: SCREWS, THAT COME INTO _ F1 G1 i CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF CD I I I 2D04 FLORIOA BUILDING CODE SECTION 2003.8.4. w 2 FRAME ANCHOR REQUIREMENTS TABLE FRAME do SILL ANCHORS 1 3/4" oaAvai$ CWW mer MINIMUM EMBED MINIMUM EDGE DIST. OR 52 1/2" MAX, --� 52 1/2" MAX. 96" MAX, - - 1 3/4" 4 i/2" SEE MUWON END -!f 1.3/4" or 4 1/2" 1 3/4" CONNECTION DETAILS ON DOOR 6" MAX. NO. 12 SMS SCREW 4 ao/AA/As 3/4" H g 1/4-20 SELF TAPPING SCREW FULL 1 2 " / MIN. 0,125" THICK 36 KSI STRUCTURAL .STEEL SHEET 2 FOR ANCHOR CENTERLINE QUANTITY OPTIONS 20" MAX. B 1/2' CMU OR CONCRETE (1) 14" CONCRETE SCREW 1 1 1/4" 2" A O.C. L1 $ 3 CENTERLINE SEE LOAD TABLES ON SHEET 5 0 O k °s o\i 45 3&2 65.0 -68.0. 6 s� Q i y9 P7I a V SEE MUWON 6" MAX. L 40 85.0 65.0 38.4 0, 34 65.0 65.0 41,8 END 28 65.0 65:0 55.3 52 1/2" MAX. D,LO, I 24 65,0 65.0 65,0 30 63.6 65.0 85.0 MAX. D.L.O. CONNECTION 52.5 68.0 65.0 39.7 24 65.0 65.0 65A. \ ! /) 40 65.0 65.0 41,9, DETAILS ON 34 1 65,0 65.0 1 45.7 66 31.9 65.0 65.0 20 1 65.0 85.0 58.3 P, ) G1 K / P ! \ OPP SITE 24 65.0 65.0 65.0 / !SHEET 2 FOR 48 43.8 65.0 BSA-• 69 546 65.0 65.0 42:9 a g I 8 i6" MAX. 2 3 -POINT LOCK & N2 O.C. AT 46 65,0 fi5.0 45.4 42 50.1 65,60 B&0 � 65.0 65.0 46.8 36 58.4 65.0 63,0 ! I FLUSH BOLT SYSTEM ! 6 DOOR OR cortcEALm Roo I SIDES J 1. 2 EXIT OENCES. SEE REM W 2g 85.0 65 0 81.1 76 31.5 64.8 65.0 24 65,0 65.0 65.0 NO.'S B8, 67, 88, 69, g GJ 6 6 70, GLASS TYPE 1: 1/4" TEMPERED GLASS TYPE 2: i/4" HEAT STRENGTHEN GLASS TYPE 3: 1/4". ANNEALED 66 36.3 6&0 65.0 60 40.0 65.0 65.0 OR 71 IN PARTS I - LIST - SHEET it 4 } Q Ci N a m NOTE: GLASS SHALL MEET ALL REOUREMENTS OF CHAPTER 24 OF 2004Ejul 0 FLORIDA BUILDING CODE REQUIREMENTS OF ING ETY SECTION 2406 OF THE FBC. 42 57.T 85.0 85.0 36 6s,o Bso 65.0 2 MAX. ! \ U V$ so a1s 65.0 65.0 ` ? Fa. 11 51 p 31Y co 0 82g � A. o m MULLION LOAD WIDTH MULLION LOAD WIDTH I rs (MAX. 57") (MAX. 76") 54 1 46,6 1 65.0 65,0 z a 42 58.9 65.0 Js 65.0 85.0 65,0 \ N R 1431 �moo v3 m WINDOW WINDOW \ i .11, 0 � u7 CENTERLINE CENTERLINE M Q� 4 6 1 I ► -6T-" LL -..MAX. � I W Z 20" D.C. � �• e" Max MAX. `fi SEE MUWON END CONNECTION TYP. FRAME ANCHOR WHERE SHOWN. "FRAME ii � 1=� DETAILS ON SHEET 2 FOR ANCHOR SEE ANCHOR REQUIREMENTS z� 7 QUANTITY OPTIONS TABLE" ON SHEET 1 FOR Z 130. NSR REQUIREMENTS. EXTERIOR ELEVATION (NOTE: DOOR SILL ANCHORS INCLUDE z ad . -.4 xG LL STORE FRONT ASSEMBLY WITH DOORS & NQ M6NSOM 9 TOTAL AT DOUBLE DOORS & 3 TOTAL AT SINGLE 1D DOORS AS SHOWN.) SCALE: 1/2`=I' -O" NOTE; O� 1) FIXED PANELS MAY BE PLACED 'ON ONE OR BOTH SIDES OF DOORS. 2) DOORS w MAY BE SINGLE OR DOUBLE DOORS. it 3) SEE DOOR ELEVATIONS FOR DOOR SECTIONS & DETAIL, ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 (") THE DOORS IN THIS STORE FRONT SYSTEM ARE NOT APPROVED FOR USE WHERE �� T WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE ��- 4 INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO w ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY A7 LOCATIONS a w PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF THE CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. a X° 13DRAWING NO. 1431 Egg SHEET NO. 3 'IF 11 GENERAL NOTES a I. THESE STORE FRONT SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN 1 3/4" OR '4 i/2" 52 1/2" MAX. 52 1/2" MAX. 52 1/2" MAX. 1 3/4" OR 4 1/2" F PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS" TABLES. 2. BUCKING &/OR SUPPORTING SUBSTRATES MUST BE PROPERLY DESIGNED, CONSTRUCTED & INSTALLED TO SUPPORT LOADS TRANSFEREA FROM THESE SYSTEMS. 1 3/4" OR 4 1/2" 1 3/4" OR 4 1/2" k 3. ALL HARDWARE & FASTENERS SHpLL'BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS, 20" D.C. SEE MUWON END 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & 6" MAX.CONNECTION DETAILS ON c PROPOSED FOR WATER; AIR, FORCED ENTRY & UNIFORM STATIC AIR PRESSURE TESTING MAX, SHEET 2 FOR ANCHOR IN CONFORMANCE WITH THE 2004 FLORIDA BUILDING CODE PROTOCOLS TAS -202 FOR \\\ NON -IMPACT WINDOWS, A QUANTITY OPTIONS 5. THESE STORE FRONT SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004. I / FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). I 8. THESE STORE FROM SY51EMS ARE NON -IMPACT RATED AND MUST BE SHUTTERED WITH - A FLORIDA CODE APPROVED SHUTTER WHERE REQUIRED BY ODDE. 6" MAX, / 7. ALL ANCHORS SFWl BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. I I I &t & ALL FRAME ANCHORS SECURING YANDOW/OWR FRAME TO PRESSURE TREATED BUCKS I OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE B1 2 PRESSURE TREATING CHEMICALS IN THE WOOD. 9. THERE SHALL BE NO UMIT TO THE NLWBER OF HORIZONTAL & VER7TCA. PANELS USED 3. FOR ANY JOB PROVIDING ALL RESTRICTIONS ARE MET PER THE ELEVATIONS. 10, ALL SUBSTRATE SHALL HAVE THE FOLLOWING MINIMUM REOUIREMENTS. MAX, "33 ALT, CONCRETE SUBSTRATE SHALL BE MIN. 3000 PSI cJ ALL L WOOD SR1D BSIFtATE SWIt.L BE EISTRATE SHALL BE MIN. MIN.016 GAS F SO km a1) ALL STRUCTURAL STEEL SUBSTRATE SHALL BE MIN 1%B 7HK & Fy 36 k9L 11. MATERVUS. INCLUDING BUT NOT LUTED TO STEEL: SCREWS, THAT COME INTO _ F1 G1 i CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF CD I I I 2D04 FLORIOA BUILDING CODE SECTION 2003.8.4. w 2 FRAME ANCHOR REQUIREMENTS TABLE FRAME do SILL ANCHORS OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X_ WOOD FRAME OR BUCK NO. 12 SMS SCREW 1 3/8" 3/4" MIN. i6 GA. 33 KS! METAL STUD 1/4-20 SELF TAPPING SCREW FULL 1 2 " / MIN. 0,125" THICK 36 KSI STRUCTURAL .STEEL 1/4-20 SELF TAPPING SCREW OR 1/4" THRU-BOLT FULL 1/2' CMU OR CONCRETE (1) 14" CONCRETE SCREW 1 1 1/4" 2" (1) CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET RED HEAD TAPCONS OR HiLTI KWIK-CON If (HARDENED STEEL OR S.S.). z 7 G2 CS FRAME HEAD CORNER: HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 4 6" MAX. OPTIONS NO. 12 X•i 1/8" PPHFT TYPE AB .FASTENERS THROUGH THE SIDE MEMBER INTO _- GLASS LOAD TABLE THE HEAD MEMBER SCREW SPLINES & SEALED WITH SILICONE. � � X 18" MAX. D.C. AT FIXED a MULLION LOAD X (MAX. WIDTH MUW`MN�LOAp) 57"AX WIDTH THE SILL MEMBER SCREW SPLINES & SEALED WITH SiUCONE. TYP. FRAME ANCHOR EXTERIO(3 ELEVATION 2 PANEL SIDES - WINDOW WINDOW WINDOW . DOOR TRANSOM MULLION END SEE SECTIONS EI/6, E2/7 & E3/7. ON THIS SHEET FOR HORIZONTAL STACKING &OVERALL UNIT WIDTH IS UNLIMITED, NUMBER OF VERTICAL DOOR HEAD FRAME ORC NER`;: SEE SECTIONS LI/8, L2/8 & L3/8. REQUIREMENTS. PANELS IS UNLIMITED BUT MUST FTU INSIDE MAXIMUM FRAME HEIGHT SHOWN. 10 CENTERLINE CENTERLINE CENTERLINE SEE LOAD TABLES ON SHEET 5 0 O k °s o\i 45 3&2 65.0 -68.0. X 1. 1/8" FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL, s� Q i y9 P7I a V SEE MUWON s L 40 85.0 65.0 38.4 0, 34 65.0 65.0 41,8 END 28 65.0 65:0 55.3 36 53.0 65.0 65.0 24 65,0 65.0 65,0 30 63.6 65.0 85.0 MAX. D.L.O. CONNECTION 52.5 68.0 65.0 39.7 24 65.0 65.0 65A. 76 27.7 58.8 63.9 • W - ! /) 40 65.0 65.0 41,9, DETAILS ON 34 1 65,0 65.0 1 45.7 66 31.9 65.0 65.0 20 1 65.0 85.0 58.3 60 35.1 65.0 65.0 24 65.0 65.0 65.0 / !SHEET 2 FOR 48 43.8 65.0 BSA-• CORNER & FRAME END CONSTgJC110�_ Ct C2 I 6 ANCHOQUANTIR' o FRAME HEAD CORNER: HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 4 6" MAX. OPTIONS NO. 12 X•i 1/8" PPHFT TYPE AB .FASTENERS THROUGH THE SIDE MEMBER INTO _- GLASS LOAD TABLE THE HEAD MEMBER SCREW SPLINES & SEALED WITH SILICONE. � � FRAME SILL CORNER SILL IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 2 � 20" O,C. MA70MUM LANG SIDE (IN NO. 12 X 1 1/8" PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO MAX, r THE SILL MEMBER SCREW SPLINES & SEALED WITH SiUCONE. TYP. FRAME ANCHOR EXTERIO(3 ELEVATION HORI ONTAL FRAME MULLION END- MULLION iS SQUARE GUT, BUTTED TO SIDE, WHERL SHOWN. SEE MULTIPLE FIXE FASTENED WITH 2 N0, 12 X 1 1/8" PPHFT TYPE AB FASTENERS THROUGH THE SIDE "FRAME ANCHOR PANEL STORE FRONT ASSEMBLY d MEMBER INTO THE MULLION MEMBER SCREW SPLINES & SEALED WITH SILICONE. REQUIREMENTS TABLE" SCALE; 1/2"=1'-0" DOOR TRANSOM MULLION END SEE SECTIONS EI/6, E2/7 & E3/7. ON THIS SHEET FOR HORIZONTAL STACKING &OVERALL UNIT WIDTH IS UNLIMITED, NUMBER OF VERTICAL DOOR HEAD FRAME ORC NER`;: SEE SECTIONS LI/8, L2/8 & L3/8. REQUIREMENTS. PANELS IS UNLIMITED BUT MUST FTU INSIDE MAXIMUM FRAME HEIGHT SHOWN. DOOR SIL CORNER: THRESHOLD WAS SQUARE CUT, BUTTED TO THE SIDE, SECURED To THE SIDE MEMBER USING A PIVOT ASSEMBLY OR STEEL CLIP & SEALED WITH SILICONE. ALLOWABLE DESIGN PRESSURE p00R AFL TOP RAIL CORNERS: AT EACH TOP CORNER, THE TOP RAIL ENO IS SQUARE CUT, BUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A 1.094" LONG WELD CLIP (KAWNEER PART #200-450, #200-452, OR #200-453). EACH WELD CLIP IS ATTACHED SEE LOAD TABLES ON SHEET 5 0 O TO THE VERTICAL STILE USING, TWO(2) 1/4-20 X 3/4" PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16" THICK 0 STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOiNT WAS WELDED USING ONE(1), 1/2" DIAMETER PLUG WELD AND ONE(1), 1/4" 45 3&2 65.0 -68.0. X 1. 1/8" FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL, s� Q DOOR PANEL BOTTOM RAIL CORNERS: AT EACH BOTTOM CORNER, THE BOTTOM RAIL END IS SQUARE CUT, BUTTED, AND ATTACHED TO THE y9 VERTICAL STILE BY MEANS OF A 1.094" LONG WELD CLIP (KAWNEER PART #200-451 OR #200-459), EACH WELD CLIP IS ATTACHED TO THE VERTICAL STILE USING, TWO(2) 1/4-20 X 3/4" PHMS THAT PASSED a V THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16" THICK STEEL s NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1), 1/2" DIAMETER PLUG WELD AND ONE(1), 1/4" 40 85.0 65.0 38.4 X 1 1/8" FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL 34 65.0 65.0 41,8 42 .45.5 65.0 65.0 28 65.0 65:0 55.3 C zxarn - U M � a.aDa 1 000, V) -4- ran 1 �OUI~• at 14yLOz i g i� I � r W �a� w H^ 37 � o '� T s� g 431 YGRIIWy MULL VR LVAV IPZLt ( MUWON "A UNREINFORCED FIXED PANEL VERTICAL MULLION 4DtIMUM MAXIMUM ALLOWABLE PRESSURE LOAD CONNECT] 0N CONNECTION CONNECTION SPAN SPAN WIDTH A" "B" C" (PSF) (PS F) (PSF) 57 42.1 47.6 47.6 VERTICAL MUWON LOAD TABLE (MUWON 'B'1 FIXED PANEL VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL A7AXIMUM MAXIMUM ALLOWABLE .PRESSURE MUWON LOAD CONNECTION CONN CTION CONNECTION SPAN WIDTH "A" "8" "C° (IN.) (1N.) (PSF) (PSF) (PSF) 57 30.1 81.9 65.0 �- VERTICAL MUWON LOAD TABLE (MUWON CJ DOOR JAMB VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL MAXIMUM MAXIMUM ALLOWABLE PRESSURE MULLION LOAD CONNECTION CONNEC110N ONNECTION SPAN WIDTH A' "B" "C" (R1.) (INJ LOSE) (P (PSF) 76 27.7 56.8. 59.9 VERTICAL MUWON LOAD TABLE MUWON 'DJ DOOR JAMB VERTICAL'MUWON REINFORCED WITH TWO CHANNELS 'MAXIMUM MAXIMUM ALLOWABLE PRESSURE MULLION LOAD CONNECT] CONNECIMN CONNECTION SPAN WIOTH A° 'B" "q" (IN.) (INJ (PSk) (PSF) (PST) 76 22,6 46.4 52,2 72 23.9 49A 55.1 66 25.0 1 53,5 601 58.8 _- GLASS LOAD TABLE LP.S ws.s DAY LIGHT OPENING MLD. ALLOWABLE PRESSURE i.1 e*Aero4/4 MA70MUM LANG SIDE (IN MaxwuM Glass CLASS GLASS SHORT SIDE TYPE 1 TYPE 2 TYPE (IN.) (PSF) LOSE) (PSF) 3 65.60. 28 63,0 85.0 51.9 24 65,0 65.0 65.0 98 34 63.0 65.0 37.3 28 85.0 85.0, 51.1 24 65.0 85.0 .65.0 52.5 65.0 61.2 30.6 51 47.0 53.2 53.2 86 45 53.3 60.3 60.3 40 B5.0 85.0 .35.2106 51 33.7 85.0 85.0 5.0 65.0 72 292 6tl.0 63.2 w U Z ¢ I;�sK O W K Fp y R 6 � O d' z 8 46 65.0 81.8 30.8 40 650 637 76 25,1 51.6 58.0 45 3&2 65.0 -68.0. 72 26.5 34.4 .81.2 66 31.9 65.0„ 65.0 39 61,5 85.0 &5.0 120 39 44.1 65.0 85.0 80 J5.1 65.0 85,0 33 85.0 65.0 650 33 521 98. 54 39.0 65.0 65.0 63.6 65.0 650 48 438 650 650 80 ...2765.0 85.0 65.0 85.0 BB,p 650 37 335 65.05:0 45 424 fi50 650 5.0 74 51 54.8 65,0 65.0 39 49.0 65.0 65.0 J2 33.3 65.0 65.0 45 61.9 65.0 85.0 33 57.9 65.0 85;0 66 36.3 85.0 BS.O 57 53.2 65.0 65.0 27 65.0 65.60 85.0 fi0 40.0 65.0 65A 86 88 51 59,5 65.0 65.0 57 36.9 65.0 BS,a 54 44.4 55.0 65.0 45 85.0 85.0 65.0 57 41,3 65.0 65.0 48 50,0 85.0 65.0 fit 57 58,3 85.q 65.0 45 46.8 65.0 65.0 42 57,1 65.0 65.0 57 65.0 85.0 65.0 9 39 54A 85,0 85.0 36 65.0 65.0 65.0 56 57 64.6 85.0 65.60 33 63.8 65.0 65.0 76 33,1 65.4 65.0 27 65.0 65,0 65.0 72 34.9 65.0 65.0 57 42.1 65.0 6$,0 66 38.1 65.0 65.0 S7 47.0 65.0 85.0 82 60 41.9 65.0 65.0 86 65 45 53.3 .0 65.0 65.0 59 61.5 65.0 85.0 48 52.4 85.0 55.0 33 65.0 65.0 65.0 42 59,9 no 65.0 57 452 65,0 65.0 36 65.0 65,0 BSA � 51 50.5 65.0 65.0 S7 48.9 65.0 65.0 45 57.3 BS.O 85.0 51 54,6 .65.0 65,0 39 65.0 85:0 65.0 74 43 81.9 0&0 83,0 57 48.9 85,0 65A _ _.., 39 65.0 69.0 65.0 74 51 54.6 85.0 6&0 57 53,2 65.0 65.0 45 61.9 fi5,0 85.0 68. 57 59.5 65.0 NO 39 6s.o 85.0 BS.D as 65.0 7Ts.D65.0. 57 53.2 65.0 65.0 57 58:3 $5.0 65.0 66 51 59,5 65.0 65.0 S1 85.0 65.0 65.0 45 67.9. 65.0 65.0 56 57 84,6 85.0 65.0 S7 58.3 5s.a 65.0 62 ---- - 51 85.0 85.0 65.0 56 57 84.6. 65.d 85.0 MULLION "A" =VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MUWON "B" = VERTICAL MULLION BETWEEN FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT MULLION "C' = VERTICAL MULLION BETWEEN DOORS AND FIXED PANELS WITH ONE(i) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MULLION "D" = VERTICAL MULLION BETWEEN DOORS AND FIXED PANLES WITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. LOAD TABLE N9TFS• 1. THE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THE GLASS LOAD TABLE SHALL CONTROL FOR THE ASSEMBLED UNIT. 2. ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED BY TESTING AND ASTM E1300-02: 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DETERMINED BASED ON THE WEAKEST CONDITION OF USING THE 1 3/4" WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT THE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4 1/2" WIDE FRAMING MEMBERS, BUT CONSIDERATION OF THIS INCREASE IS NOT APPLICABLE TO THIS APPROVAL. INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2" FRAMING MEMBERS SHALL BEAwI REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 12p5.0 708 95 86 a2 DRAWN BY: W 58.8 85.0 A 93.3 31.8 34 65.0 65.0 J&1 02-06-09 0 W 65.60. 28 63,0 85.0 51.9 24 65,0 65.0 65.0 65.0 55.tl 5.0 &5.0 M.6.1.D 0 87 52.5 65.Q 65.057.3 40 B5.0 85.0 .35.2106 5.0 65.tl 5.0 65.0 34 65.0 65.0 39.7 w U Z ¢ I;�sK O W K Fp y R 6 � O d' z 8 p M 1[i � r� � ZE to 76 25,1 51.6 58.0 2a 0&0 65,0 53,3 72 26.5 34.4 .81.2 24 65.0 65A 65.0 66 28.9 59.4 65.0 81 52.5 65.0 85,0 36.7 60 31.8 65.0 65,0 a6 65.0 65.0 54 35.4 65.0 65.0 40 85.0 65.0 38.4 48 39.8 65.0 5g,q 34 65.0 65.0 41,8 42 .45.5 65.0 65.0 28 65.0 65:0 55.3 36 53.0 65.0 65.0 24 65,0 65.0 65,0 30 63.6 65.0 85.0 75 52.5 68.0 65.0 39.7 24 65.0 65.0 65A. 76 27.7 58.8 63.9 • W - 48 65.0 65.0 40,9 40 65.0 65.0 41,9, 72 29.2 63.0 34 1 65,0 65.0 1 45.7 66 31.9 65.0 65.0 20 1 65.0 85.0 58.3 60 35.1 65.0 65.0 24 65.0 65.0 65.0 54. 59.0 65.0 65.0 48 43.8 65.0 BSA-• 69 546 65.0 65.0 42:9 Z o •` o J, �� HSS �H c �9,A vl 1 as 3 gaej 46 65,0 fi5.0 45.4 42 50.1 65,60 B&0 � 65.0 65.0 46.8 36 58.4 65.0 63,0 34 30 65.0 65.0 65,0 2g 85.0 65 0 81.1 76 31.5 64.8 65.0 24 65,0 65.0 65.0 72 33.3 65.0 65.0 GLASS TYPE 1: 1/4" TEMPERED GLASS TYPE 2: i/4" HEAT STRENGTHEN GLASS TYPE 3: 1/4". ANNEALED 66 36.3 6&0 65.0 60 40.0 65.0 65.0 84 44.4 65.0 65,60 48 50.0 65.0 65.0 NOTE: GLASS SHALL MEET ALL REOUREMENTS OF CHAPTER 24 OF 2004Ejul 0 FLORIDA BUILDING CODE REQUIREMENTS OF ING ETY SECTION 2406 OF THE FBC. 42 57.T 85.0 85.0 36 6s,o Bso 65.0 76 _ 33,7 85.0 85.0 72 T sa.9 65.o 65.0 6s 36.1 sS.D es.o so a1s 65.0 65.0 ` ? Fa. 11 51 p 31Y co 0 82g � A. n ¢ R\ �-� av\\�\, �a Z 1 W --, W 54 1 46,6 1 65.0 65,0 48 524 5- 65.0 42 58.9 65.0 Js 65.0 85.0 65,0 N R 1431 oFnro.1 1 v3 Q� 4 1 3/4"96" OR 84" MAX, OR 52 1/2" MAX. 52 1/2" MAX. 1 g/4" 4 1/2" (SEE TRANSOM MULLION END NOTE BELOW) SEE MUWON END i 3/4 -'OR 4 1/2" 1 3/4" 6" MAX CONNECTION DETAILS ON 16" MAX. THIS SHEET FOR ANCHOR 1 20"* MAX. O.C. AT DOOR QUANTITY OPTIONS�� O.C. TRANSOM A ( hill 11116 D e -� 2" 2" 6" \ MAX MULLIONMULLION�ND CONNECTION DETAIL CONNECTION DETAIL H -DOOR /71\-T (CONNECTION TYPE W) 2 ! / CENTERLINE / (2 ANCHORS EACH SIDE OF MULLION) 3" MAX. y Gl I / I \ OP 517E K 16" MAX. wG2 ! \ 2 O.C. AT 2" 2" 52 1/2" AX. D.L.O. 7 I / I 6 DOOR MILLION END CONNECTION DETAIL _J (TYP,) ! / 9 s1oEs (CONNECTION TYPE "B") MULLION LOAD WIDTH MULLION LOAD WIDTH I (3 ANCHORS EACH SIDE OF MULLION) 'a4• 7„ (MAX, 5 ) (MAX. 76")===----- -----_ 2„ 1, 3 -POINT LOCK & - - b - / MAX FLUSH BOLT SYSTEM rn OR CONCEALED ROD WINDOW WINDOW EXIT DEwCES, SEE ITEM i 11 1 rn CENTERLINE CENTERLINE FIG.'S 66, 67, $B, S / LIS S OR IN PARI - S ! LIST ON SHEET 11 I I M I I _ % MULLION END CONNECTION DETAIL 6-" rMAX. (CONNECTION TYPE "C / I f (4 ANCHORS EACH SIDE OF MULLION) _ 20 0-C, 6'f - MAX. 2- SEE'MUWON END CONNECTION TYp. FRAME ANCHOR WHERE SHOWN. DETAILS ON THIS SHEET FOR ANCHOR SEE "FRAME ANCHOR REQUIREMENTS QUANTITY OPTIONS TABLE" ON SHEET 1 FOR EXTERIOR ELEVATION REQUIREMENTS. TRANSOM MULLION ION NO STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (NOTE: DOOR SILL ANCHORS INCLUDE WHEN TRANSOM MULLION PART #5 SCALE: 112"=i'-0" 9 TOTAL AT DOUBLE DOORS & 3 OR 6 IS USED, MUWON SPAN IS NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. TOTAL AT SINGLE DOORS AS SHOWN.) LIMITED TO MAX. 84". WHEN 2) DOORS MAY BE SINGLE OR DOUBLE DOORS: THREE(3) 3/8" WEDGE/SLEEVE TRANSOM MULLION PART #7 OR 8 3) SEE DOOR ELEVATIONS FOR DOOR SECTIONS & DETAIL. ANCHORS WITH MIN. 2 1/2" Et IS USED, MULLION SPAN MAY BE AND 2 1/2" EDGE DISTANCE UP TO MAX. 96". SEE PARTS ALLOWABLE DESIGN PRESSURE MUWON END C , DRAWINGS FOR MULLION PARTS.. (GALVANIZED STEEL OR S.S. CONNECTION DETAiI-^• SEE LOAD TABLES ON SHEET 5 RAMSET/RED HEAD DYNABOLT, HILTI AT DOR 3 KWIK-BOLT II OR POWERS RAWL NOTE: THIS MULLION END CONNECTION IS e4 (*) THE DOORS IN THIS STORE FRONT SYSTEM ARE NOT APPROVED FOR USE WHERE POWER BOLT) EQUIVALENT IN PRESSURE CAPACITY TOr WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE CONNECTION TYPE "C". 5 d INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT &THE AREA ARE DESIGNED TO � ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS ea PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE o OF THE CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES, a Kawneer Comnanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 1431, titled 4CTrifab 450 Non- Impact Store Front & Entrance Way System", sheets 1 through 11 of 11, prepared by W.W Schaefer Engineering & Consulting, P.A., dated October 17, 2005, latest revision July 25, 2007 signed and sealed by Warren W. Schaefer, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 Along with installation diagram of an aluminum storefront system, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL-0049-1117-04, dated 12/03/04- 03/04/05, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA- 06-0519.0211 C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by W.W. Schaefer Engineering & Consulting, P.A. dated 02/07/06, signed and sealed by Warren W. Schaefer, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated 09/07/05, signed and sealed by Warren W. Schaefer, P.E. G. OTHER 1. Notice of Acceptance No. 06-0519.02, issued to Kawneer Company, Inc., titled "Trifab 450 Non- Impact Store Front & Entrance Way System", sheets 1 through 11 of 11, approved on July 13, 2006 and expiring on April 20, 2011. Jaime D. Gascon, E. Chief, Product Control Division NOA No 07-0808.04 Expiration Date: April 20, 2011 E-1 Approval Date: September 20, 2007 1431 SHEET N0. 2 of 11 MIIAAM�faD►ADE haw6aw MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) . www"miamidade"tov/buildinacode Kawneer Company, Inc. 555 Gutheridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zane. DESCRIPTION: Series f4Trifab 450" Aluminum Storefront System with Entrance Door-N.I. APPROVAL DOCUMENT: Drawing No. 1431, titled "Trifab 450 Non- Impact Stare Front & Entrance Way System", sheets 1 through I 1 of 11, prepared by W.W Schaefer Engineering &Consulting, P.A., dated October 17, 2005, latest revision July 25, 2007 signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade " County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been hied and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 06-0519.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon P.E. NOA No 07-0808.04 Expiration Date: April 20, 2011 4 pA�o1 Approval Date: September 20, 2007 Page 1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Huiley Florida License No AR91919 Barry L, McNeill Florida License No AR0016853 UJ ~NSF^ aZKF-ZW� . cr_Lr1 as �Fd4aJOOZz'E&FE Q a QZ`ZCDSWQF=C)0 QFZ1-- =W?F- NVQ�s a�W�,$W,c} Z a� � po�•1 w�vQ�z �I-Q ~ zT134�oln�WaWzz J�a o1' t7sc''ZZ'ia>-uiu 0$ � �Z �O'�mUt4-LT IT�U 'yjz8W O_ Nw�z�Z�FOOI�•� �OCp¢O>- ~ to 04��iliGJ��z�&Q ��iAic� o4na�Iraa W c�a2 ..I RF DRAWN BY: W PROTO: 192 A 02-13-09 DOCUMENT DATE: 02-06-09 0 W zarn 0 � W W anon �s62 O Q � U2uj7 w Oo C= rT Occ¢ W O U n V us z n z z 8E SILL an v3 Q� 4 1431 SHEET N0. 2 of 11 MIIAAM�faD►ADE haw6aw MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) . www"miamidade"tov/buildinacode Kawneer Company, Inc. 555 Gutheridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zane. DESCRIPTION: Series f4Trifab 450" Aluminum Storefront System with Entrance Door-N.I. APPROVAL DOCUMENT: Drawing No. 1431, titled "Trifab 450 Non- Impact Stare Front & Entrance Way System", sheets 1 through I 1 of 11, prepared by W.W Schaefer Engineering &Consulting, P.A., dated October 17, 2005, latest revision July 25, 2007 signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade " County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been hied and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 06-0519.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon P.E. NOA No 07-0808.04 Expiration Date: April 20, 2011 4 pA�o1 Approval Date: September 20, 2007 Page 1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Huiley Florida License No AR91919 Barry L, McNeill Florida License No AR0016853 UJ ~NSF^ aZKF-ZW� . cr_Lr1 as �Fd4aJOOZz'E&FE Q a QZ`ZCDSWQF=C)0 QFZ1-- =W?F- NVQ�s a�W�,$W,c} Z a� � po�•1 w�vQ�z �I-Q ~ zT134�oln�WaWzz J�a o1' t7sc''ZZ'ia>-uiu 0$ � �Z �O'�mUt4-LT IT�U 'yjz8W O_ Nw�z�Z�FOOI�•� �OCp¢O>- ~ to 04��iliGJ��z�&Q ��iAic� o4na�Iraa W c�a2 ISSUE BLOCK A103-06-09 I ADDENDUM #3 CHECKED BY: ..I RF DRAWN BY: W PROTO: 192 A 02-13-09 DOCUMENT DATE: 02-06-09 0 W 0 � W O W LLJ C= rT Occ¢ V z ISSUE BLOCK A103-06-09 I ADDENDUM #3 CHECKED BY: ..I RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 PRODUCT APPROVAL 'C3 Uj Q .E H- N J / U U O C O � U d' N E r. 7 � M Q CL C7 O . O O 000 04 0 \ O CIA \ X X X 0 00 W O I- O z; �cL OESCWnON 85 OR" ar; crwciao er: I moW giA. $375 2.000 3.563 2.188 3rr 0. 1.750 1.750 170 125 ¢ au`/uwsgto s 0.125 I 0.125 0.125 S � w 38 CONTINUQUS HINGE DOOR 39 CONTINUOUS HINGE @ INACTIVE DOOR @ INACTIVE DOOR Y e STILE (350 WIDE STILE) DOOR STILE (190 MEETING STILE (350 METING STILE (190 3.500 NARROW STILE)WIDE STIL) NARROWSTILE) T2.125 --� 1.750 0.125 0.125 0.125 T 1.750 1.750 g 1.750 1 0.125 � 42 ACTIVE DOQR MEETING 3.500 -- { { 2.125 ---) STILE (350 WIDE STI10 43 AC VE DOOR @B & PIVOT 37 BEVELED & PIVOT MEETING STILE X190 NII`I�E DOOR STILE 0 S I NARROW STILE) (350 WIDE STILE) (190 NARRQW STILE it (ALSO SINGLE DOOR LOCK STILE) (ALSO SINGLE DOOR LOCK STILE) 8 2 c� rn I- 1 1.724 � y �j .724 -I 1.188 8 30 Q 1.724 0.125 2.250 0.125 3.Pz 500 1.724 1.724 45 DOOR TOP 0.125 3.876 RAIL 190 44 DOOR TOP RAIL NARROW STILE) 0.125 0.094 a z a (350 WIDE STILE) 6� , 0.112 7.500 7.125 z Z �-- 1.724 --I z Mg ti 48 DOQ,g . 801 [OM 8.250 0gg W RAIL 190 1.5i X11 NARRQW STILE) 25. IaW 3.6e8 0.886� M 0.500 w 0.050 -T DOOR BOTTOM 50 CROS 47If o RAIZ.,, (350 WIDE 51 M46 LCN, DQQB TQP GLASS STOPconiOVER TILE 49 DOOR C---- RAIL (350 IDESLE) InorRODt c she Florida CROSS RAI asL ` � , , 4 za Accepi:;::: Evi nlinn Dmc'vo09•^ MBy iaod Produu Coog ShN'ET No. Divbiom 11 of 11 1/4" MAX.no`� �n avws. SHIM AT EACH FRAME WIDTH (F.W.)- 1/4" MAX. SHIM AT -1 FRAME WIDTH (F.W,) - - , .1-A ANCHOR FRAME ANCHOR PER ELEVATIONS EACH ANCHOR FRAME ANCHOR PER ELEVA77ONS 13 SEE GLAZING SUBSTRATE 13 DETAIL 8 ON 11 BY OTHERS g 4 THIS SHEET EE GLAZING 3637 40.41 42 43 SEE GLAZING 4 DETAIL 8 ON 56 58 DETAIL 8 ON 36 3 THIS SHEET 81 THIS SHEET 8 0 \ O INACTIVE ACTIVE 1 o EXTERIOR EXTERIOR� '"`� SUBSTRATE 65 D SECTION P SEALANTS BY R EXTERIOR BY OTHERS SECTION Ng SCALE: 1/2 FULL 9 BY OTHERS SCALE: 1/2 FULL 9 SEALANTS BY OTHERS SCALE: 1/2 FULL 9 ti a (PIVOT HINGE CONDITION) SEE GLASS OPTIONS BELOWo o n EXTERIOR 59 EE GLASS I r 99 _. j SEE GLASS w r- \ OPS ONS BELOW r5/8" MIN. SITE 59 I OPTIONS BELOW v a Q _ 16 EXTERIOR 18 59 U i ui vim• EXTERIOR 3 15 SIILICONE 5/8" MIN. SITE 4 15 T.._.._,�. 16 38z o 5/8" MIN. SITE SETTING BLOCK 4 g AS REQUIRED DOW 995 SILICONE GLAZING DETAIL & i, GLAZING PETAIL 1 AT EACH END OF SETTING BLOCK AS REQUIRED SCALE: 1/2 FULL SEE GLAZING SCALE: 112 FULL GLASS STOPag GLAZING DETAIL 4 DETAIL 8 ON SCALE: 1 2 FULL SEE GLASS C THIS SHEET SEE GLASS / 59 OPTIONS BELOW " OPTIONS BELOW a r o 59 59 59 SEE GLASS OPTIONS BELOW EXTERIOR a �,� La n EXTERIOR 2 11 8 a 80 "1'� EXTERIOR CL 179 I " �.. 19 7/8" MIN. BITE z �y � 5/8" MIN. BITE 15 5 6 7 8 z -j! 49 5/8" MIN. BITE SETTING BLOCK o F � AS REQUIRED ��S GLAZI DETAIL 2 19 DOW 995 DOW 995 SILICONE DOW 995 p� g SCALE: 1/2 FULL GLAZING 7 5 SILICONE AT EACH END OF SILICONE SEALANT 4y�; SEE GLAZING SCALE: 1 2 FULL SEALANT GLASS STOP VSETTING BLOCK 8 128 DETAIL 8 T USED ONLY AT SHALLOW TO SHALLOW AS REQUIRED �' W THIS SHEET SEE GLASS POCKET GLAZING, GLAZING DETAIL 7 � EXTERIOR 59 OPTIONS BELOW SCALE: 1/2 FULL I1 5` /8" MIN. IT Sg 60 1/4" TEMPERED GLASS z i 3 FIXED PANEL GLASS OPTIONS 1 GLASS OPTION 1 1/4" TEMPERED GLASS EXTERIOR I GLASS OPTION 2: 1/4" HEAT STRENGTHENED GLASS \ GLASS OPTION 3: 1/4" ANNEALED GLASS 1/2" MIN. BITE 3w; 16 SETTING BLOCK SEE "GLASS LOAD TABLE" ON SHEET 5 FOR GLASS 36 37 38 39 40 U - d za SECTIONAS REQUIRED LOAD REQUIREMENTS. S DOW 995 SILICONE BERING BLOCK 41 424 4445 SCALE: 1/2 FULL 9 AT EACH END OF NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF AS REQUIRED 46 474 49 GLASS STOP ZING AIL CHAPTER 24 OF THE 2004 FLORIDA BUILDING CODE 1431 SCALE: 1 2 FULL (FBC) INCLUDING SAFETY REQUIREMENTS OF SECTION CzLAZING DETA11, 8 571 nw. 2406 OF THE FBC, SCALE: 1/2 FULL 9 OF 11 �'--�"---- 4.452 ------ - -- 4.500 ----'� � 4.452 � �..... 1.750 8;1888 1.750 0.094- 0.0 .094 0.080 1.750 1.750 1.750 { 0.125 0.125 1.750 0.08D � 0.080 1�ERAME HEAD 0.08D I 0.090 ®LR U I JAMB -4.452 NS -- O 3O 1 �,/4" HORIZONTAL 4.5oa � DOOR TRANSOM MULLON -�� MULLIO REMOVE (LIMITED TO 84" SPAN) ® DOOR T�ANSOM MULLION �- ----- 4.452 - -+ AT (LIMITED TO 84" SPAN) J_ -- 4.452 ----i 0.580-1 TRANSOMS 0.188 2.000 1.750 I 4.452 4.406 -- - --I y 0.125 ' 0.125 M �OPEN��1-10 0.090 » 1 TJAMB�IULUON a.oao 3.549 10 4 1JAMOR IVERT. w O7 DOOR TRANSOM MU KION 3.590 0.080 (USED WITH SPANS UP TO 96") � DOOR $QM MU LION 4.500 � � (USED WITH SPANS UP TO 96") Q� 0.062 1.030 0.094 o „ 4.500 o 3.590 3,786 J 4 1 �2 SILL OR w t.s2a --I ® HORIZ. MULLION 0.080 POCK o.oao 15� 16 GLASS STOP 0.094 py 12 PERIMETER 13 FLAT FILLER o.aao FILLER 3.650 ; 4.406 w C] � o 0 14 SILK INSERT 4.150 0.125 �.� o 1 T-' oras 0.050 4 1 /2"__SIDE JAMB ORInz 1.160 �` �- - 4,s75 D.12s 1.aa4 11 VERT. MULLION HALF O.O5Q 1 0.050 0.548 I rL, 094 1.750 1.484 0.1 6 WIQjMINQ POCKET ; �-_ 0.666 - 0.893 � � 0.156 5 p 17 TRANSOM 19 GLASS o.os4 0.094 GLASS STOP 18 POCKET POCKET 20 HIGH PERFORMANCE 21 M NSOM MULLION DOOR 22 TRANSOM MULLION DOOR z o$ IN. ERT SIO LASHING HEAD END SHEAR BLOCK o.25o (S AD END SHEAR BLOCK g z (USED WITH PART #5) LASED, WITH PART #7) 4.000 Z zap 4.150 4.000 12.000 z Wi Jso 0.711-6 0125 1 125 012�r- 4'125 32 DOOR JAMB MULLION END CONNECTION ANGLEa 4 I �_ 0.125 u'yvj3w1 O23 TRAM MULLION Ar 0.935 0.120 IY 583 gfiw DOOR HEAD END CLI 24 TRANS MULLION L T� _ 00 _ HEAD END CLIP 28 STEEL REINF. O O O S 3 a (USED WITH PART #6) � 1,313 (USED WITH PART #8) 4.500 4.500 -- .�-.•,.•.2.000 L 4.250 0.125 1-- 2.000 --I-F2.ono4'188 0.500 0.062I-�3.826 0.094 1.062 (h0.6251__ 1,000 0.135 1.375 0.125 h4.000 -- - I 0.562 33 DO RQ THRESHOLD 0125STEEL REINF. 31 DOOR JAMB MUI1 FNh34STOP 35 LCN DOOR STOP G „� g30 STEEL REINF CONNFQTQRCLIP ioy Hill W It SHEET NO. 10 OF 11 FRAME ANCHOR SUBSTRATE BY FRAME ANCHOR PER ELEVATIONS OTHERS PER ELEVATIONS 1/4" MAX. SHIM AT EACH .ANCHOR SEALANTS I - -_ _�- BY OTHERS 23 SEALANTS c_, BY OTHERS SECTION L1 SCALE: 1/2 FULL\,8 SEE GLAZING DETAIL 8 ON \ SHEET 9 I EXTERIOR SUBSTRATE BY OTHERS lx78 1/4' MAX. SHIM AT EACH ANCHOR ( l SEE GLAZING . SHED 9 ON _SECTION L2 192 SCALE: 1/2 FULL B FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 02-06---09 1/4" MAX. G T- SHIM AT •EACH ANCHOR SEALANTS } BY OTHERS 56 36 37 SEE GLAZING 46 DETAIL 8 ON SHUT 9 SUBSTRATE BY OTHERS 9E ANCHOR SECTION SECTION"` ELEVATIONS SCALE: 1/2 FULL L8 M SCALE: 1/2 FULL 8 1/4" MAX. SHIM AT EACH --I FRAME WIDTH (F.W.) - "_% i.z 11 .ws m/n/ro ANCHOR FRAME ANCHOR PER ELEVATIONS PROTO: 192 PROTO CYCLE: 13 SEE NG DOCUMENT DATE: 02-06---09 DETAILL8 ON G 4 SHEET 9 56 36 37 o F x SUBSTRATE EXTERIOR BY OTHERS ea SECTION N1 SEALANTS BY OTHERS SCALE: 1/2 FULL 8 y a (BUTT HINGE CONDITION) 3 0 1/4' MAX, SHIM AT EACH -I FRAME WIDTH (F.W.) - U 1 no %Q6o, ANCHOR FRAME ANCHOR PER ELEVATIONS iE ai. r 13 �,n it SEE GLAZING z N z 4 DETAIL 8 ON o SHEET 9 56 3a 39 w a � n l " z EXTERIOR SUBSTRATEo F BY OTHERS 63 SECTION � P N2 BYAOTHERS SCALE: 1/2 FULL (GEAR HINGE CONDITION) w U F Ai Ri T t al �S SHEET NO. 8 OF 1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w f10 0 LJ 0 50 2F Z �_08� W<wwwwW1-a O wg o0a5 10 i'' wwz z�i ¢ o0D_ w= o � {��� aar _j 0 �z MO�t~JtLWWU��0 F- Dig zw_Owbi0000>_ ~ fnss 45i wwwwzww< at�c� o0MDaaawoa2 a � w C� cm 0 ooh Lli a � ry 0 0 I © � V) z ISSUE BLOCK A103-06-09 I ADDENDUM #3 CHECKED BY: RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06---09 PRODUCT APPROVAL SHEET: PA6.1 1 •� PRODUCT APPROVAL SHEET: PA6.1 1 up Ei o' rn 0 Q0 v mU) :2 (1) 0- Q) r7 � �C rn ° 0� o a� o �E M C N Q 0) W U aI o E� c 0 CD U o � M 0- n n 0 0 �M 0 0 I N C7 \ X M X X co LJ 0 zN ii-5� a. ci SYSTEM LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). 3. Panels shall be rolls formed in continuous lengths from eaveto ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name or logo, and the following statement: "Miami -Dade County Product Control Approved. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. BERRIDGE MANUFACTURING COMPANY CEE-LOCK PANEL PROFILE DRAWINGS 1 16-1/211 r CEE-LOCK PANEL PROFILE NOA No.: 07-0813.09 ¢ Expiration Date:11/15/12 Approval Date: 11/15/07 Page 4 of 6 APPROVED SYSTEMS: SYSTEM A-1: Cee -Lock Steel Roof Panel Deck Type: Wood, Non -insulated Deck Description: New Construction or Re -roof 15/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable building code, but in no case shall it be less Category: than 8d ring shank nails spaced 6" o.c. In reroofing, the above attachment = C=) method must be in addition to existing attachment. Underlayment: Minimum underlayment shall bean ASTM D 226 Type II installed with a Steel minimum 4" side4ap and 6" end -laps. Underlayment shall be fastened Deck Type: with corrosion resistant 32 -gauge tin, -caps and 12 gauge 11/a" annular ring - shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current OR LABELED BY APPLICANT: NOA. Valleys: Valley construction shall be in compliance with Roofing Application Product Standard RAS 133 and with Berridge Manufacturing company's current Specifications Description published installation instructions. Fire Barrier Board: Any approved Fire Barrier with a current NOA, or for class A or B fire Panel rating, install minimum 1/4" thick Georgia Pacific "Dens Deck" (with with various approved coatings current NOA) or minimum 4mm thick of Tritex, RockRoof (with current 0 NOA) or sig" water resistant type X gypsum sheathing with treated core Berridge Continuous and facer in compliance with Roofing Application Standard RAS 133. TAS 125 Corrosion resistant, formed, steel (See System Limitation #1) Metal Panels and Install the "Cee -Lock Steel Roof Panel" and accessories in compliance Accessories: with Berridge Manufacturing Company's current published installation instructions and details. Flashing, penetrations, valley construction and w other details shall be constructed in compliance with the minimum Test Identifier requirements provided in Roofing Application Standards RAS 133. Force Engineering & "Cee -Lock" Roof Panels shall be attached to the plywood substrate along TAS 125 9/21/06 its male rib using the approved clips (continuous, 24-ga). Each clip shall 49 -0194T -06B be attached to the substrate with corrosion resistant #10-13 pancake head screws of sufficient length to penetrate through the sheathing a minimum 0 of 3/16" at a spacing as listed in Table A below. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Maximum Dtgp Pressures Maximum Fastener S akin Field -74.75 psf 20" o.c. Perimeter and Corne -108.50 sf 10" o.c. 1. Extrapolation shall not be allowed NOA No.: 07-0813.09 Expiration Date: 11/15/12 Approval Date: 11/15/07 Page 3 of 6 Cee -Look Pan( #10-73 PancakQI 161aRI Q.-IVVV CLIP ASSEMBLY DETAIL VIEW BERRIDGE MANUFACTURING COMPANY METAL PANEL "CEE-LOCK" DRAWINGS CONTINUED nanuous Cee -Rib UP #10.13 Pancake Head Dee -Lock Panel Deck ASSEMBLY ISOMETRIC VIEW END OF THIS ACCEPTANCE NOA No.: 07-0813.09 a Y Expiration Date: 11/15/12 Approval Date: 11/15/07 Page 6 of 6 ROOFING SYSTEM APPROVAL: RF Category: Roofing = C=) Sub -Category: Non -Structural Metal Roofmg Material: Steel 02-06-09 Deck Type: Wood Maximum Design Pressure: -108.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: a Test Product Product Dimensions Specifications Description Berridge Cee -Lock Width =16'/2 " TAS 125 G-90 galvanized panels coated Panel Thickness = 24-ga with various approved coatings LiJC) 0 Fluropon, or Kynar Berridge Continuous Length = 51/2 " TAS 125 Corrosion resistant, formed, steel Cee -Clip Rib Width = I % " clips for metal panel installation. CQ Thickness =24-ga EVIDENCE SUBMITTED: w Test Agency Test Identifier Test Name/Renort Date Force Engineering & 49 -0194T -06A TAS 125 9/21/06 Testing Inc. 49 -0194T -06B 49 -0194T -06C 0 PRT Asphalt BMC -005-02-01 TAS 100 5/7107 Technologies, Inc. The Valspar Corporation Lab Test Certification ASTM G 23 3/16/05 ASTM B 117. 3/16/05 NOA No.: 07-0813.09 r Expiration Date: 11/15/12 Approval Date: 11/15/07 Page 2 of 6 -BERRIDGE MANUFACTURING COMPANY METAL PANEL "CEE-LOCK" DRAWINGS CONTINUED 16-1/211 I for, TYPICAL FASTENER PATTERN ACROSS WIDTH 1-7/16° 1-31811 CONTINUOUS CEE-RIS CLIP NOA No.: 07-0813.09 v Expiration Date: 11/15/12 Approval Date: 11/15/07 Page 5 of 6 M l A M i.DgDE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUII.DING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Berridge Manufacturing Co. 1720 Maury Houston, TX 77026-7199 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Berridge Manufacturing Company Cee -Lock Panel LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture.of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jorg . Ac NOA No.. 07-0813.09 - M-1 Expiration Date: 11/15/12 Approval Date: 11/15/07 Page 1 of 6 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Wfi LL o (W O MLy��aUJ 506, 5 ��TjZ 4a iE— 5WOI�—q�ZF NSW 0 ffiw 65 Z Oao vi aOaZaoovwi�o O 3�W Q�<'6WN,ala-a 2�6W 2K zCn�� Ql46-Lnwoiin0gdwm - as .a z ►-z►-�cr� w CL �O gQ wo,,,,,,,,WZBCj F- cnvwi o < 0 �Wzgd�a � FEo 80900 nn an.Waa<M ISSUE: BLOCK /1 03-06-09 1 ADDENDUM #3 CHECKED BY. RF DRAWN BY: RWM = C=) 192 0 02-13-09 DOCUMENT DATE: 02-06-09 Q a LiJC) 0 ® O U ao c CQ w z 0 ISSUE: BLOCK /1 03-06-09 1 ADDENDUM #3 CHECKED BY. RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 OF � " LY N1l t/ ,.. ` c ;. AR0016853 = � D MAR 12 2009 PRODUCT APPROVAL 0 W la.l Q 00 --� O O M co -1, N .0 ri V) L p O � O r. O q� O to Q N <.E Cn � f— (n 0-)j Q % (n U O O !_ C O O U E � ?– d M O M c r v U) O r � O O I 000 N O IN, O Z / Mn X X X 00 Z% tY , � t2 C rsn,rwrv�.x.,a�.aa.x , �A ,Ii A Sad .. ;ar, 'rtaduttantxpl its city J ` Ietal Dek Group® a unit of CO' Sricina kir PReolowrfmst A. _ nn r.r DEEP-DEKO 4.5 ROOF (ASD) 4.112" high x 12" pitch x 12•' wide GAGE Wd le .M.—M Sp Sn 4" Rbe 6" 6" V.I Rbl V. Va 20 3.14 2.962 1 1.099 1.181 588 638 684 1095 1164 1873 18 4.15 3.854 1.560 1.611 990 1071 1146 1816 1926 4230 16 5.23 4.982 2.005 2,030 1518 1638 1747 2767 2917 6732 14 6.53 6.215 1 2.531 2.531 2279 2453 2610 4113 4341 sees HNtliX'+4�'I/2'1 ASD DESIGN MAXIMUM SUPERIMPOSED UNWORN ASO LOADS,psf DRAWN BY- Load SMOL AN 0001119 lSAN TRIPLE SPAN 192 Span CombinationsGAGE 20 02-06-09 16 1 14 20 18 16 14 20 18 Is 14 D+L (Strength) 144* 243* 374* 400" 106* 165* 209, 276• 122* 179* 242* 320* W-0" D+L (Deflection) 144 243 374 400 108 156 309 276 122 179 242 320 L (Deflection) 144 243 374 400 106 165 209 276 122 179 242 320 D+L (Strength) 128* 216* 332* 400 93* 134* 180* 237* 107* 155* 209* 276* V-11" D+L (Deflection) 128 216 332 400 93 134 180 237 107 155 209 276 L (Deflection) 128 210 299 373 93 1 134 180 237 107 155 209 276 O+L (Strength) 114* 194* 298* 398 81* 118* 158* 206* 94* 137* 183* 241* 10'-0" D+L (Deflection) 114 184 208 308 81 118 158 206 94 137 183 241 L (Deflection) 114 172 218 272 81 118 158 206 94 137 183 241 D+L (Strength) 104* 176* 260 328 72* 104* 139* 181* 84* 121* 162* 212* 1T-0" D+L (Deflection) 104 176 241 300 72 104 139 181 84 121 162 212 L (Deflection) 96 130 104 204 72 104 139 lei 84 121 162 212 D+L (Strength) 95* lei* 218 275 65* 93* 124* 181* 75* 109' 145* ISO* 12'41" D+L (Deflection) 95 146 184 230 65 93 124 161 75 109 145 ISO L (Deflection) 74 100 126 167 65 1 93 124 161 75 109 146 189 p+L (Strength) 67* 144 186 233 59* 84* 111* 144* 68* 98* 130* 169* 13•-0" D+L (Deflection) 84 114 144 179 68 84 111 144 68 98 130 169 L (Deflection) 58 79 99 124 59 94 111 144 68 Be 130 188 D+L (Strength) 81* 123 158 200 53* 76* 100* 130* 14'-0" D+L (Deflection) 67 90 114 142 53 76 100 130 L (Deflection) 46 83 79 99 63 76 100 130 D+L (Strength) 76 107 137 173 48* 89* Si* 117* 16140•1 D+L (Deflection) 54 73 92 114 48 69 91 117 L (Deflection) 38 51 65 81 48 69 91 117 D+L (Strength) 66 93 120 152 44* 63* 83* 101* 16'-0" D+L (Deflection) 44 59 75 93 44 83 83 107 L Deflection 31 42 63 66 44 63 83 107 D+L (Strength) 58 82 106 134 41* 58* 76* 97* 17'-0" D+L (Deflection) 36 49 61 77 41 58 76 97 L (Deflection) 26 36 44 65 41 5S 76 97 D+L (Strength) 61 73 94 118 38* 53* 70* 89* 18'-0" D+L (Deflection) 30 40 61 63 38 63 70 89 L (Deflection) 22 30 37 47 38 53 70 89 D+L (Strength) 46 65 84 106 35* 49* 64" Si 19'-0" D+L (Deflection) 26 34 42 53 35 49 64 82 L (Deflection) 19 25 32 40 36 49 64 82 D+L (trength) 41 58 76 95 32* 46* 60* 76* 20'-0" D+L (Deflection) 21 28 36 44 32 46 60 76 L (Deflection) 16 22 27 34 32 46 60 78 D+L (Strength) 37 52 98 85 30* 43* 66* 70* 21'-0" D+L (Deflection) 17 22 28 36 30 43 55 70 L (Deflection) 14 19 24 28 30 43 66 70 D+L (Strength) 144* Max. superimposed ASD dead +live load (psf) (governed by strength limitation) $'-0" D+L (Deflection) 144 —Max. superimposed ASD dead +live load (psi) (governed by deflection limitation) L (Deflection) 144 Max, superimposed ASD live load (psi) (governed by deflection Ilrrdtation) Vertical load span (center to center spacing) Wd Weight of deck (uncoated), psf Rbe Allowable exterior web crippling value per foot of deck, pif b Moment of inertia for deflection per foot of deck width (int)/0 Rbi Allowable intedorweb crippling value per foot of deck, pif Sp Section modulus for positive banding per foot of deck width, #r?yft D Uniform dead bad, psf Sn Section modulus for negative bending per foot of deck width, (013)lfl L Uniform live load, psf Va Allowable shear value per bot of deck width, pill Notes: 1. Banding strength based on allowable flexural stress of 24 kst. 2, Loads marked with asterisk (*) are governed by moment & shear, interior (6' bearing) and exterior (4' bearing) reactions (web crippling) or moment & reactions. 3. Detection based on maximum dead+ live load deflection of U240 or 1 in. and on maximum five load deflection of U360 or 1 in. 4. An upper Imit of 400 psf has been applied to the foods. 6. Deck length over46'-O*require inquiry and special accommodations. Please contact the Metal-Dek Groupe for further information. The soction properties table is based on 2001 AISI's North American Specification forth• Design of Cold -Formed Steel Structural Members (2004 Supplement). Acoustical probe is also available. 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 i W �o Cr t�ZW� 0WWNl,,t jEWOZ�C LAJ O �Z.OL �WXFoo L`- No iliape°aZ¢ Q:)Lj Z e[ii<9ow �XV)WO,d} �y X Q W W K W X O 3W w =O 8836ffiKZx Q$N 'v_'Wa=Norn Wz MomI—L_zE30i���zc~�w CL 00 Ow s a~�vwiw(LCLz00-a F0 c�ot�ilHWWWzXW G/ w Com► I C=:! © W ow Li C) po © z 0 ISSUE BLOCK 1 03-06-09 ADDENDUM #3 CHECKED BY: RF DRAWN BY- RWM PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 �► ®F yp e : • C-` e .rypyy r 0016853 •• MAR 12 2009 c 0 N 0 v N0' O 3 0 a a� as °� N 'G r ori � U ©i u7 F l V) u) E 0 cJ _tel C v°, 0 o c o 0 g� c 3 c c� ¢� v rn ry dd M 0)0 000 to x x x OD 00 1-00 Z % 0" Q a.. I II I I i 11 THE GENERAL CONTRACTOR SHALL RLP/RF/SW • REPAIR/REPLACE ANY DAMAGED FLOOR ----- �' �.- � l � TILE DUE TO INSTALLATION OR REMOVAL oa � SEAFOOD OF TEMPORARY DUST WALL. CONTINUOUS SEALANT 2x WOOD PLATE ROOF DECK COOLER 1/2" C/D EXT. PLYWOOD SCREWED IDO NOT USE DUSTWALL TO STUDS OVER 6 MIL CLEAR POLY. CONTINUE PLYWOODTO SHORE ROOF JOISTS SHEETS TO DECK WALL TO EXISTING WALL EAFOOD BE REMOVED TO REMAIN " r g 1/2" CD PLYWOOD 6'-0" LOAD BEARING PREP 4'--0"x 8'-0" 4'-0" ELSEWHERE HORIZONTAL PROVIDE 2x4 NAILER AT ALL pM ASA JOINTS r 1 INSTALL CONTINUOUS LAYER 6 MIL POLY 1. INSTALL TEMPORARY SHEETS TAPE ALL WALL IN SECTIONS ' FIXTURES, FURRING AT EXTERIOR COU JOINTS APPROX 40'-0" PER DAY • i • ii 4 (COORDINATE WITH STORE WALL, PLUMBING, ELECTRICAL, AND we 2x4 AT 24" OC MANAGER AND WALE -MART SALES- R�'¢� 7R00•�MS MANAGER) MECHANICAL. CAP ALL ABANDONED 2ON 0 LOC TE�IVERTICAL 2x4 z .� SERVICE CAKE ,i' AS NOT TO INTERFERE z WITH CEILING GRID OR 2x4 STUDS 0 24" a -� DELI ECORATING i/ LIGHT FIXTURES Q.C. (TYPICAL) 0 SALES 3. LOCATE HORIZONTAL � ,i �/ 2x4 AT 2" ABOVE CEILING F r EXCEPT LIGHT FIXTURE LOCATIONS ,�' •�-��.� ��____�� � 4. SCREW PLYWOOD (MAX CONTINUOUS SEALANT ET ® SPACING 12" OC) BOTH SIDES OF SILL E ' PLATE 2'-O" AX. SEALANT UNDER .........'CONTINUOUS SEALANT - _rem BOTTOM PLATE. AGAINST PLATE 2x4 TREATED WOOD ANCHOR AT 24" OC SILL PLATE ICOORDINATE W/SPECIFICATION SECTION 01500. 3 DUST WALL DIJS T W�A�LL�S�ICIIP/ 1 0 D010-003 3 4"� ,- " " 1 r D1.1 i DELI FREEZE ' 3/002 BAKERYi PREP CI BAKERY FREEZER GM RECEIVING „ �.�■e..—.raw :,c:.:�. ASSISTANT MANAGEMENT } DEMOLI TION LEGEND _ EXISTING ----�- DEMOLISH/REMOVE/RELOCATE Ls��� AREA TD BE DEMOLISHED � SHEET NOTES 1. GC TO REMOVE ANY INTERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEAD. WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER. NON WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT. 2. REFER TO ENLARGED INTERIOR ELEVATIONS FOR HARDWOOD TRIM REMOVAL AT FRONT TENANT 3. E IS NG POT C N R: C TAC OR Y REMOVE EXISTING CABINETS, COUNTERS, FIXTURES AND WALLS AS REQUIRED. CAP OFF EXISTING UTILITIES. PLUMBING TO BE PROPERLY CAPPED OFF BELOW FINISH ' FLOOR OR INSIDE WALLS TO ALLOW FOR SMOOTH FINISH TO MATCH EXISTING. ELECTRICAL WIRE TO BE REMOVED BACK TO NEAREST J -BOX, CAP WIRES AND PROVIDE BLANK COVER. REPLACE FLOOR AND CEILING TIL 4 1 TIRE & AC1 r ------ ------------------------ __..___.._____-----r_-_-__r___- NTO RAG r w MECHANICAL " r TLE ' � R00 r r ! r TORAGE r � + ` WAITING AREA r ---CUSTOME i i AREA i r o ' FFICE r � r r r � 4rrr-----r—__----r.r _r _r _-r—r--- ,- •►'J ECURITY EXISTING PETWALL: CONTRACTOR TO REMOVE EXISTING PETWALL AS REQUIRED. CAP OFF EXISTING UTILITIES. PLUMBING TO BE PROPERLY CAPPED OFF BELOW FINISH FLOOR OR INSIDE WALLS TO ALLOW FOR SMOOTH FINISH TO MATCH EXISTING, ELECTRICAL WIRE TO BE REMOVED BACK TO NEAREST J --BOX, CAP WIRES PROVIDE BLACK COVER. REPLACE FLOOR. CLEAN TILE. CLEAN, PREP, AND PAINT WALL SURFACES. SEASONAL SHOP L. GR RECEIVING A EDC 0— _---rrr--rIf ____r-----------------------r—____r---_rr_rr ut FAMIL. r RESTROOM r DAIRY USTOI>AER f GM �� { WO N COOLER ANAGEMEN r STOCKROOM I I OFFICE i I ri 5ED I Er Er ` © L J� •j TRAINING STORESITE TO USTOMER ; ��'«- --U 4 1 r . " MEN � r CONTRACTOR TO REMOVE , ,,, PORTION OF WALL TO �i JANITOR •., _ _ 'Z - ... ... " ACCOMMODATE PAIR OF r CORRIDO 3'--0„x9►-O" FLEXIBLE ' PHOTO LAB Z TRAFFIC DOORS " r r r " 4 r " r r " r r GROCERY ' R FREEZER fEDC #2 "PLUMBING/ " I IQL MECHANICAL r r REAM i EEZE " " r r r ' UPPLY TOILET MEAT i 2 i {=I-- = AND ' r D1.1 r j l DELI r REMOVE EXISTING FLOOR TILE. ' { C 0 E DO NOT OVERLAY EXISTING TILE. { { 1 • • It ----------- ------------- r � DUST WALL: CONTRACTOR TO CONSTRUCT DUST WALL APPROXIMATELY 4'-0" FROM PHARMACY WALLS BEING DEMOLISHED. DUST WALL MUST EXTEND FROM CEILING TO FLOOR. REF 2-D1 • • I GLAZED . CANOPY GARDEN CENTER f I I DEMOLITION ' PLAN 1 1" = 30'-0" D010-001 HOLDING .. . �1��' ► ♦ . �. ,ww�w.��ww�w►wwww�w. 111»7., •ii • • RLP/RF/SW • � ----- �' �.- � l � PROM CYCLE: oa � SEAFOOD 02-06--09 mom COOLER ��� r EAFOOD Li " r CDo ' PREP PL -401= REMOVE EXISTING PHARMACY ; a r 1 MILLWORK, WALS, DOORS, TOILET ' ' FIXTURES, FURRING AT EXTERIOR COU • i • ii 4 ' WALL, PLUMBING, ELECTRICAL, AND ; MECHANICAL. CAP ALL ABANDONED i .� SERVICE CAKE ,i' RODUCEI, PREP ; UTILITIES IN THIS AREA. 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DEMOLITION REQUIREMENTS REMOVE PAINT FROM NOTES ON NSHEET, CURB TO BARE CONCRETE 710 West Roselawo Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Berry L. McNeill Florida License No AR0016M -ZLLJSR rL � N 90 U� o'PON, � 2; �I,V8 � v 15M CL o 9.94 ISSUE BLOCK 1 03-06-09 ADDENDUM 13 3 04-15-09 CCD #2 A 05-04-09 C C D #3 CHECKED 8Y: RLP/RF/SW DRAWN BY: W PROM: 192 PROM CYCLE: oa DOCUMENT DATE: 02-06--09 mom 0� ��� Li M CDo I dommEq PL -401= r 1 ISSUE BLOCK 1 03-06-09 ADDENDUM 13 3 04-15-09 CCD #2 A 05-04-09 C C D #3 CHECKED 8Y: RLP/RF/SW DRAWN BY: JM PROM: 192 PROM CYCLE: 03-27-09 DOCUMENT DATE: 02-06--09 mom AR0016853 r' • • X i►• �•`'� ,� �jI��D• A��i`! 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INFILL UNUSED PORTION OF PIT PER 3--D1.1 II I 4 II I! JNUSED TUNNEL OPENING WITH COPPER AND EXPANDING FOAM TO 6" THICK MIN ING TUNNELS ING CONCRETE REFRIGERATION PIT REMOVE FLOORING AND SLAB AS REQUIRED TO CONTRUCT NEW PITS AND TUNNELS. VERIFY CASE LOCATIONS WITH FINAL MERCHANDISE PLAN PRIOR TO CUTTING SLAB. COORDINATE WORK WITH REFRIGERATION CONTRACTOR ABANDON AND INFILL EXISTING PITS AND TUNNEL. REF 3—D1.1 �ZER REMOVE COFFIN 7ZER I Wr .. ' Z :ZER .ZER c7 M EXISTING TUNNEL-- .- TO REMAIN IL CRFAtuI REMOVE FLOORING AND SLAB AS REQUIRED TO CONTRUCT NEW PITS AND TUNNELS. VERIFY CASE LOCATIONS WITH FINAL MERCHANDISE PLAN PRIOR TO CUTTING SLAB. COORDINATE WORK WITH REFRIGERATION CONTRACTOR --o REMOVE EXISTING DELI ISLAND . REF MECHANICAL GROCERY SALES FRONT GROCERY DEMOLITION PLAN vam _ 1.-0. D011-001 REMOVE EXISTING PASTRY CASES SHOWN DASHED REMOVE PORTION OF BULKHEAD TO PREPUCE !� REMOVE DOORS \/ o RFMOVF PnPTInN DEMOLITION LEGEND EXISTING �— �-- DEMOLISH/REMOVE/RELOCATE AREA TO BE DEMOUSHED REMOVE: EXISTING FRP AND MAR—LITE FROM SEAFOOD PREP WALLS. PREPARE WALLS TO RECEIVE NEW FINISHES REMOVE EXISTING DOORS 710 West Roselawn Drive Rogers, Arkansas 722756 Phone: 479.636.3645 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 0 RELOCATE REMOVE EXISTING EXISTING CASES CASES DOCUMENT DATE: ..•. t✓ ILS ` M/D REACH RELOCATE t' EXISTING jr M/D REACH �iToro%��'oo�o CASES •'"''" �•'" �` -•' -•' -°'" -'' -' REMOVE EXISTING i"4 CASES INS ® IL 1 M/D REACH t, I <, _. M/D REACH RELOCATE EXISTING EXISTING CASES o o77 o -°"` .�„„' -.' .» -�' ...' -.` -�' -•' Q REMOVE EXISTING i CASES I �....�i.R. 1G. t® 1 M/D REACH, wwm arwr ~~~ML411111110t~ waw wwwr .L------_—....__. a REVISE IT LOCATION PER 1--GA1. INFILL UNUSED PORTION OF PIT PER 3--D1.1 II I 4 II I! JNUSED TUNNEL OPENING WITH COPPER AND EXPANDING FOAM TO 6" THICK MIN ING TUNNELS ING CONCRETE REFRIGERATION PIT REMOVE FLOORING AND SLAB AS REQUIRED TO CONTRUCT NEW PITS AND TUNNELS. VERIFY CASE LOCATIONS WITH FINAL MERCHANDISE PLAN PRIOR TO CUTTING SLAB. COORDINATE WORK WITH REFRIGERATION CONTRACTOR ABANDON AND INFILL EXISTING PITS AND TUNNEL. REF 3—D1.1 �ZER REMOVE COFFIN 7ZER I Wr .. ' Z :ZER .ZER c7 M EXISTING TUNNEL-- .- TO REMAIN IL CRFAtuI REMOVE FLOORING AND SLAB AS REQUIRED TO CONTRUCT NEW PITS AND TUNNELS. VERIFY CASE LOCATIONS WITH FINAL MERCHANDISE PLAN PRIOR TO CUTTING SLAB. COORDINATE WORK WITH REFRIGERATION CONTRACTOR --o REMOVE EXISTING DELI ISLAND . REF MECHANICAL GROCERY SALES FRONT GROCERY DEMOLITION PLAN vam _ 1.-0. D011-001 REMOVE EXISTING PASTRY CASES SHOWN DASHED REMOVE PORTION OF BULKHEAD TO PREPUCE !� REMOVE DOORS \/ o RFMOVF PnPTInN DEMOLITION LEGEND EXISTING �— �-- DEMOLISH/REMOVE/RELOCATE AREA TO BE DEMOUSHED REMOVE: EXISTING FRP AND MAR—LITE FROM SEAFOOD PREP WALLS. PREPARE WALLS TO RECEIVE NEW FINISHES REMOVE EXISTING DOORS 710 West Roselawn Drive Rogers, Arkansas 722756 Phone: 479.636.3645 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 ISSUE BLOCK ZL 03�-06--•09 ADDENDUM #3 A 05-04-09 CC[) #3 CHECKED BY: RLP/RF DRAWN BY: a w PROTO: 192 PROTO CYCLE: 03--27--09 DOCUMENT DATE: 02-06-09 i"4 CIA . I? �. o Q LJ ry Q i Q I (10 0 ISSUE BLOCK ZL 03�-06--•09 ADDENDUM #3 A 05-04-09 CC[) #3 CHECKED BY: RLP/RF DRAWN BY: UM PROTO: 192 PROTO CYCLE: 03--27--09 DOCUMENT DATE: 02-06-09 - AR0016853 Ii�j� •• R• �� �Fp MAY 0 5 2009 GROCERY DEMOLITION ■ SHEET: D1 Y14 13 43'_6" 37'-10" Y12)11 34'-0" 33'-0" 48'-0" 10 48'-0" 9 8 48'- 0" 48'-0" 6 48'--0" 48'-0" KEYNOTES 1.03 BUILD TEMPORARY VISION CENTER. COORDINATE LOCATION WITH WAL-MART CONSTRUCTION MANAGER. SHEET NOTES 1. ENSURE ALL EXISTING WALL STANDARDS TO REMAIN ARE SECURE TO WALL. cJ 4 3 2. INSTALL WALL STANDARDS AND PEG BOARD PER 1 FINAL MERCHANDISE PLAN AND STORE PLANNING. 48'--0" 48'-0" 48'--0" 34'--0" 3 ASSEMBLE JEWELRY 4--A2 { ! I I I I I I I I ! rr r --- ----r---------- www-_-_--r-_rr r_ rrrr ww---r---r----wp _ w�_wwr__-w - E4TRASH COMPACTOR0 1 1 I Fr 1�v CM i ! I 1 R i RECEIVING 7 ! ASSISTANT ! I t I k 1 7 1 FIRE MANAGEMENT FIRE E N 1 ! A { 5 I I � CORRIDOR A OFFICE CORRIDOR �q -------------------. ----. ......... ---- ..___-__ ( �.rrr---w-- r- r rwr�w -r-r_-__r---r r-r-irr ---r^ I , t 1 I I I I 1 ao BALER CLAIMS SPRINKLER UPC/INVOICING EDC #1 UPS 1 � , 1 ► C14,FAMILY 1 - - - - - - - - -- - - •- - RESTROOM BACK OFFICE HALLWAY - 1 :.w -r - rw--_rwr_________________rr_rrw.__----wrrw_rwr___wwrr.,.,..__-c._ � CU STOMEtt I WOMEN a GM STOCKROOM FIRE _ _ - .._ _1 1 �QRRIDOR FTRAINING I 4 i I•7 A A3 ---.--_...-..-_,---_ CHOTO LAB SITE BREAKROOM I I k 0 TORE / B r 1 ' 1 BOLLARD AND FENCE POSTS WITH GROUT. _ - _ _ - .w - - - _ -. - .- ! ' 22. RAISE ALL SITE SIGNS TO 7'--0" ABOVE GRADE. ENVIRONMENTA - TIRE & -- ° I� i 23. REPLACE ALL DAMAGED, MISSING, OR FADED CAGE ! BATTERY 1 I ! ,rrrr STORAGE 60'-O" -r '.r0" JANITOR MEN - - E 24. DEMO AND REMOVE EXISTING CART CORRALS SITE SIGNS. 1 1 1 1 AND SIGNAGE FROM PARKING LOT. PAINT OVER k ! i B B I SIGNAGE PRIOR TO DISCARDING. 1100 2 ( i ' FIRE 25. BUILD AND INSTALL WALT -MART FURNISHED CART AC1 f ,rrwrwrrw..w�..� CORRIDOR A CORRALS. LOCATE IN FRONT LOT PER CONSTRUCTION MANAGER. DO NOT ANCHOR. Lo. -------MECHANICAL 1 ' I ' 26. REPAIR .CONCRETE AT GUARD RAILS AND -------------- _-w-rw.or = " ! 3 STOOPS. ! ' 27. REPAIR TOP CAP ON HALF WALLS AT CART 1 ' ! MIZJ ENTRANCE. � 0 � I 1 ! 28. INSTALL BOLLARDS AT CART DOOR ENTRANCE(S). ' r• ; I 1 REF 10-A5.1 SIM. NO COVERS REQUIRED. i E 29. PAINT ALL PARKING LOT LIGHT POLES AND , STORAGE i ° a ' _ 1 HEADS P36 AND BASES P5. ° ° - GROCERY 30. INSTALL BLUE BOLLARD COVERS AT FRONT i��� ' i LLi FREEZER i ENTRANCE BOLLARDS. ANCHOR COVERS TO e O m BOLLARDS. 1 31. COORDINATE WITH STORE PLANNING FLOOR 0 ❑ WAITING i EDC #2 # PROJECT MANAGER AND FINAL MERCHANDISE A AREA CUSTOMER 298'-7" ' ! nnn1 PLUMBING/ , PLAN FOR RELOCATION AND/OR REMOVAL OF j- AREA� it a i^ rrrrr_ ) i MECHANICAL ! VENDOR SUPPLIED REFRIGERATED CASES. LUBE &TIRE ' , 32. PAINT ALL INTERIOR HANDRAILS AND STAIR � �i , 1 � 4 I 33. REF 5--A3 FOR WALL STANDARD MOUNTING 1 MOUNTING AREA RISERS P5. DETAIL. F.1 N p?FFICE NEW r I i i -- ICE 34. REF 4•-A5.1 FOR INTERIOR BOLLARD ! , ! ..- . , PLACEMENT. 1 N ; PHARMACY FREEZER i _ .rrrwri.wrwr.•wwr-riw_ww-niw_rrr__rwtw.rrrirrrrwwrl rw-ww rwr www-°iw►� ° ° C1 ° ° G DSUPPLY w SECURITY A TOILET MEAT I 1 AND DELI 5-A2 -------------- COOLER ' COOLER PH1 w i � I 1 ! , 0 1 1 i i I ------------------------------------------- wwrw_Ir - -r r --- y� EA N SALES PREP i 100 i 1.0 i 12 d 1.17 ; M A ; `PJ HOLDING j i COOLER I. ' 1 � Of 1 , LL 2 ° ° ° ° ° ° ° a ; r 1 'Gh 1 SEASONAL SEAFOOD SHOP PREP r r 1 � r '.• I I 1 II if O _ ° a ° ° s ° ° 1 4 Il 1 C 0 1 N „ PRODUCE A o l SERVICE CAKE ,',' PREP , DELI DECORATING RISER ' _ %/ i � CLOSET � �a B.3 - -- J - ;� PRODUCE v �{� 2 � W_�J ® COOLER st r Q \:./ A 1 i------ i v I GA1 1 "- 3 DELIi N j A5 i COOLER DELI BAKERY BAKERY N I tis Of{LII'Y"------ -------------------------- 1 ° DELI PREP C" :3 FREEZER i B _ _ _ _ _ _ _ : HAIR , i FREEZER rn ° ` CARE ° ' rrrrr = .. 2 A 1 \`.�\ 1 1 _ --rrw-------------w----w of j EDC II `�, i A5 i i ii r BAKERY L 0 Two M N 1 #3 II JANITOR _ _ ' ; '! , COOLER • N .. ..._.. _. _ . -..... A 11 \� . ______-`_�_ _����wr--�'w�w. W����-----------------------���� ��� �.:"�����`--------------�._�� �r-�.�"`.���'� /, jj ' _ -� ' A.5 - - - ---- - - - - ___-. -- SALON I _ - ._ _ _ _ _ COURTESY T_ Y McDONALDS , N �' STORAGE ------- MONEY -CENTER -- - ; C 00 © CANOPY Ei BANK DESK NAILS -------- DESK •I GARDEN ' GM CART II AP , 00 U) CENTER I r STORAGE FFIC j `.."•/ 0 / 1 {! II 1 v ^ ! A i i GR CART GM OR ti STORAGE 1 A - -I - - - ------ - - - _.. - - - - - I i VESTIBULE VESTIBULE !I 1 I ° 0 OTHER ri CUSTOMER ' FIRE 0ARA11 OTHER - COUNTING CASH g INCOME a VISION ,1 II 1 '� - f - - -- . A CENTER MEN 1 1, CORRIDOR A H 4 INCOME A 1 o A.0 - - - -"` - `- - - - - - - -�- - ----- _ -- _ __� _ _ _ CUSTOMER C it q JANITOR i r) 1 rrrrr-------------------------%sQiii��_ ---`� 1 -w-r w.Yr_-r-r__ r Q i ..wr-w--w_---------rwr 4----------------------------------------------------------------------------------rrrrr--------'I -r--rrw_ Cr) o I. 000 ( I NORTH A 130 �` A X FLOOR PLAN 1-A2 1 L 1 !' 1" ffi 20'-0" A010-001 o__ ..._.,-,� . ._ ._......... , ......�--�.- .�.�J�.-,-._...-.__. ..... ..._.. _ .� �, 0is - Q I 710 West Roselawn Drive Rogers, Arkansas 72758 Phone: 479.838.3545 Fax: 479.838.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016OW Vw jo 6 y wv� 0 ©� �I F� Z tie F is 4916 c5 INN V)9 oR AR RP/RF DRAWN BY: JM • CASES, COORDINATE WITH STORE PLANNING FLOOR PROJECT MANAGER. C 1 DOCUMENT DATE: 02-06-09 4. ASSEMBLE SPORTING GOODS CASES, COORDINATE ` A5.2 C) t` WITH STORE PLANNING FLOOR PROJECT ! I MANAGER. ----------------- rrwr___------r. 0W r-r-_----wr------_--.' 5. ASSEMBLE PAINT BOOTH COUNTER AND FAN 1 TRASH v cc Q CLOUD. COORDINATE WITH STORE PLANNING ' I ' COMPACTOR I ; FLOOR PROJECT MANAGER. 6. INSTALL PREFABRICATED CASH WRAP(S) FOR CHECKOUTS PER STORE PLANNING FLOOR ! ; I PROJECT MANAGER. CAULK BASE TO ,FLOOR WHEN LOCATION FINALIZED. I i i E 7. REMOVE EXISTING FITTING ROOMS AND BUILD NEW FITTING ROOMS. CAULK MIRRORS AND i SEATS. ANCHOR UNIT TO FLOOR. D 8. NOT USED. 1 ! OR 9. PATCH AND REPAIR ALL GYPSUM BOARD WALLS i I RECEIVING 1 1 AND CEILINGS PRIOR TO PAINTING. 2 ; 10. MISSING CHILDREN BOARD(S) AND RECALL I N , SCHEDULE BOARD(S) TO BE INSTALLED BY GC. LOCATION TO BE PROVIDED ON FINAL ' 1 1 MERCHANDISE PRINT. 2 11. PAINT ALL EXISTING BACK HALLWAY/CORRIDOR ! B ; BOLLARDS AND/OR GUARDS P5. 12. INSTALL BULLETIN BOARD(S) AS REQUIRED, REF 5-A9. I 'IALER 13. POWER WASH SIDEWALK AROUND THE ENTIRE ' ' PERIMETER OF BUILDING. 14. SEAL PERIMETER BUILDING JOINTS AND SIDEWALK 1 '+ �A JOINTS PER SPECIFICATIONS. ..rw--_---wr-_-____Trr_-.,rr.�-rw-wr-.,ww^_..___-�----rr_r-wr..-wr •--- rrw_r-_-r-r_-_-rrrrrr yl =; 15, REPAINT PERIMETER SIDEWALK. FIRE LANE CURB AND ASSOCIATED FIRE LANE PAVEMENT STRIPING. ' 16. REPAIR HANDRAILS. DAIRY i 17. REPAIR FENCING AT FIXTURE STORAGE, BALE COOLER ; STORAGE, RACK HOUSE. MANAGEMENT 18. ENSURE ALL GATES ARE OPERATIONAL AND OFFICE LATCH. 19. REPLACE ALL DAMAGED FENCE POSTS. REF 7-AC2. 20. STRAIGHTEN AND PAINT EXISTING BOLLARDS. ` 1 21. FILL IN CONCRETE RECESS AT CORE DRILLED B r 1 ' 1 BOLLARD AND FENCE POSTS WITH GROUT. _ - _ _ - .w - - - _ -. - .- ! ' 22. RAISE ALL SITE SIGNS TO 7'--0" ABOVE GRADE. ENVIRONMENTA - TIRE & -- ° I� i 23. REPLACE ALL DAMAGED, MISSING, OR FADED CAGE ! BATTERY 1 I ! ,rrrr STORAGE 60'-O" -r '.r0" JANITOR MEN - - E 24. DEMO AND REMOVE EXISTING CART CORRALS SITE SIGNS. 1 1 1 1 AND SIGNAGE FROM PARKING LOT. PAINT OVER k ! i B B I SIGNAGE PRIOR TO DISCARDING. 1100 2 ( i ' FIRE 25. BUILD AND INSTALL WALT -MART FURNISHED CART AC1 f ,rrwrwrrw..w�..� CORRIDOR A CORRALS. LOCATE IN FRONT LOT PER CONSTRUCTION MANAGER. DO NOT ANCHOR. Lo. -------MECHANICAL 1 ' I ' 26. REPAIR .CONCRETE AT GUARD RAILS AND -------------- _-w-rw.or = " ! 3 STOOPS. ! ' 27. REPAIR TOP CAP ON HALF WALLS AT CART 1 ' ! MIZJ ENTRANCE. � 0 � I 1 ! 28. INSTALL BOLLARDS AT CART DOOR ENTRANCE(S). ' r• ; I 1 REF 10-A5.1 SIM. NO COVERS REQUIRED. i E 29. PAINT ALL PARKING LOT LIGHT POLES AND , STORAGE i ° a ' _ 1 HEADS P36 AND BASES P5. ° ° - GROCERY 30. INSTALL BLUE BOLLARD COVERS AT FRONT i��� ' i LLi FREEZER i ENTRANCE BOLLARDS. ANCHOR COVERS TO e O m BOLLARDS. 1 31. COORDINATE WITH STORE PLANNING FLOOR 0 ❑ WAITING i EDC #2 # PROJECT MANAGER AND FINAL MERCHANDISE A AREA CUSTOMER 298'-7" ' ! nnn1 PLUMBING/ , PLAN FOR RELOCATION AND/OR REMOVAL OF j- AREA� it a i^ rrrrr_ ) i MECHANICAL ! VENDOR SUPPLIED REFRIGERATED CASES. LUBE &TIRE ' , 32. PAINT ALL INTERIOR HANDRAILS AND STAIR � �i , 1 � 4 I 33. REF 5--A3 FOR WALL STANDARD MOUNTING 1 MOUNTING AREA RISERS P5. DETAIL. F.1 N p?FFICE NEW r I i i -- ICE 34. REF 4•-A5.1 FOR INTERIOR BOLLARD ! , ! ..- . , PLACEMENT. 1 N ; PHARMACY FREEZER i _ .rrrwri.wrwr.•wwr-riw_ww-niw_rrr__rwtw.rrrirrrrwwrl rw-ww rwr www-°iw►� ° ° C1 ° ° G DSUPPLY w SECURITY A TOILET MEAT I 1 AND DELI 5-A2 -------------- COOLER ' COOLER PH1 w i � I 1 ! , 0 1 1 i i I ------------------------------------------- wwrw_Ir - -r r --- y� EA N SALES PREP i 100 i 1.0 i 12 d 1.17 ; M A ; `PJ HOLDING j i COOLER I. ' 1 � Of 1 , LL 2 ° ° ° ° ° ° ° a ; r 1 'Gh 1 SEASONAL SEAFOOD SHOP PREP r r 1 � r '.• I I 1 II if O _ ° a ° ° s ° ° 1 4 Il 1 C 0 1 N „ PRODUCE A o l SERVICE CAKE ,',' PREP , DELI DECORATING RISER ' _ %/ i � CLOSET � �a B.3 - -- J - ;� PRODUCE v �{� 2 � W_�J ® COOLER st r Q \:./ A 1 i------ i v I GA1 1 "- 3 DELIi N j A5 i COOLER DELI BAKERY BAKERY N I tis Of{LII'Y"------ -------------------------- 1 ° DELI PREP C" :3 FREEZER i B _ _ _ _ _ _ _ : HAIR , i FREEZER rn ° ` CARE ° ' rrrrr = .. 2 A 1 \`.�\ 1 1 _ --rrw-------------w----w of j EDC II `�, i A5 i i ii r BAKERY L 0 Two M N 1 #3 II JANITOR _ _ ' ; '! , COOLER • N .. ..._.. _. _ . -..... A 11 \� . ______-`_�_ _����wr--�'w�w. W����-----------------------���� ��� �.:"�����`--------------�._�� �r-�.�"`.���'� /, jj ' _ -� ' A.5 - - - ---- - - - - ___-. -- SALON I _ - ._ _ _ _ _ COURTESY T_ Y McDONALDS , N �' STORAGE ------- MONEY -CENTER -- - ; C 00 © CANOPY Ei BANK DESK NAILS -------- DESK •I GARDEN ' GM CART II AP , 00 U) CENTER I r STORAGE FFIC j `.."•/ 0 / 1 {! II 1 v ^ ! A i i GR CART GM OR ti STORAGE 1 A - -I - - - ------ - - - _.. - - - - - I i VESTIBULE VESTIBULE !I 1 I ° 0 OTHER ri CUSTOMER ' FIRE 0ARA11 OTHER - COUNTING CASH g INCOME a VISION ,1 II 1 '� - f - - -- . A CENTER MEN 1 1, CORRIDOR A H 4 INCOME A 1 o A.0 - - - -"` - `- - - - - - - -�- - ----- _ -- _ __� _ _ _ CUSTOMER C it q JANITOR i r) 1 rrrrr-------------------------%sQiii��_ ---`� 1 -w-r w.Yr_-r-r__ r Q i ..wr-w--w_---------rwr 4----------------------------------------------------------------------------------rrrrr--------'I -r--rrw_ Cr) o I. 000 ( I NORTH A 130 �` A X FLOOR PLAN 1-A2 1 L 1 !' 1" ffi 20'-0" A010-001 o__ ..._.,-,� . ._ ._......... , ......�--�.- .�.�J�.-,-._...-.__. ..... ..._.. _ .� �, 0is - Q I 710 West Roselawn Drive Rogers, Arkansas 72758 Phone: 479.838.3545 Fax: 479.838.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016OW Vw jo 6 y wv� 0 ©� �I F� Z tie F is 4916 c5 INN V)9 oR AR ISsu' BLOCK 03-06-09 ADDENDUM #3 04-15--09 CC D #2 / 4 \ 05-04-09 C C D #3 CHECKED BY: RP/RF DRAWN BY: JM C= C=Cno 192 C oa DOCUMENT DATE: 02-06-09 C) t` h=t -1 0W (� LL.I LL' v cc Q ISsu' BLOCK 03-06-09 ADDENDUM #3 04-15--09 CC D #2 / 4 \ 05-04-09 C C D #3 CHECKED BY: RP/RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 -,W0%V----- MAY ® b AS FLOOR PLAN SHEET: Al W (10 .J O O O OJ � ¢ �- In 60 O .-. O O N � O 00 E \ O L N d > E cnN 0) ¢ , I U O 1n 'D c 0 =1 0 U � a� V) in o m c d 0 w LO — ,L:a M IF OXIWA AI BI CI DI EI FI 01 HI TRASH COMPACTOR 1 iTi 1. ■ LUBE & TIRE MOUNTING AREA ■■ i i I� SEASONAL SHOP 0 a 0 OR MOR 111110—aft mmmm '► '" f--1l-Jl-J L-Jl-1L-1 � IIIMMIIM111N VCT 111rI1.~IIII�t=iI-.JFt�it:} :BREAKROOM 1 11 TRASH COMPACTOR ffEj ] GR RECEIVING C 12077 1342 S, 0 i 0 10'-0" 10'-0" 3814 424 4 � O Q EDC - #3 � HAIR OCARE9 O � ORAGE o 0 0 i GM CART STORAGE GM STANIlRNWRN _ C N OTHER INCOME 6J C� �•---15'-4~--� a L ENTRY 474 SRO FT . I ro o a S T- e i M lN .i.... C46 SHEET NOTES 1, REF A7 FOR SCHEDULE FINISH KEY 2. DIMENSIONS OF PVC1 FLOORING TO BE DETERMINED. REFER TO FINAL TILE PLAN PROVIDED BY WAL-MART FOR FINAL LOCATIONS. 3. REF STRUCTURAL DRAWINGS FOR EXPOSED AND INTEGRALLY COLORED CONCRETE FLOORS. 19 0 4 0 12 16 20 24 28 .R J6 40 M IBS X81 a tot 159 vgl, i niIb § FLOOR FINISH DETAILS IF AIR CURTAIN HAS GRATE DO NOT TILE OVER IT 0�� a La 1 WdZ U ENTRY TILE 0 Z mo ENTRANCE TRANSITION Ld Q WL` STRIP VCT Lp Q �w V)M z TRANSITION STRIP dZQ a4 AT ENTRY TILELOW 0< �ppV 7'Q -- zppp IJ 1 Li O`; pp <0 y1l z W 'A 1 OZWap GVW ~ ow FW- W woww p� iCELAIN I s 2DE •�AMARr PGRGEL+ATI�N TILE DETAIL ®TORE®. INC STORE LAYOUT 702 SW 8TH STREET BENTONNLLE, AR 72716-8065 FAX (479) 273-1916 MAIL STOP 0315 GENERAL NOTES 1. ALL CARPET TO BE FURNISHED AND INSTALLED BY OWNER. 2. SEE CONSTRUC RON DOCUMENTS FOR LEASED AREAS 4'-0 1 /8" FULL Pvc, Doli f" NITER CANER TVP a n ,1 Fll.L PYCt CEE WOOD DETAIL FULLPYC1 ---/- WOOD DETAIL REMODEL/SPECIAL PROJECT FULL PVCt �s PVC, MITER CORNER TYP WOOD DETAIL REFERENCE ARCHITECTURAL FLOOR -1NISH PLAN DRAWINGS AND SPEC: OR CORRECT COLOR AND MATERIA STORE LAYOUT FLOOR FINISH LEGEND TOTAL AREASSQ.FT. SALES FLOOR SQ.FT. NON-SLIP TILE SQ.FT. 138325 7245 A 3423 FIELD TILE VCT SQ.FT. 107038 B 9312 ENTRY TILE SQ.FT. 1043 C 12077 ENTRY TILE SQ.YDS. 117 D 4439 PHARMACY SQ.FT. 443 E --- PHARMACY SQ.YDS. 50 F --- PORTRAIT SQ.FT. --- G --- OPTICAL LEASE SQ.FT. --- H --- I ---- TRANSITION STRIP LN.FT. 93 J --- GARDEN CENTER MAT(S) 6'-8"x '-0'2 K --- i o ONEY CENTER 765 OPTICAL 1685 PORTRAIT TOTAL PVC 31701 z NOTES: REVISED: (REV #)AME: DATE: Remodel Group 6 J DESIGN MANAGER:Nick Howard Q EXTENSION: 479-277-0167 o LOCATION: SANFORD (W) STATE: FL w PROTOTYPE: 192 STORE # 3207 0 W FLOOR FINISH PLAN CT1 °' ISSUE T0: ISSUE DATE: 3-05-09 LLJ W W -7p U) Ln W� a� 7-) ILLz F 22,n23 WNL as8poan � ga ~��D:oL�3�za�'iW pzaQWLq po LL 2& SW�Q 1n�?.tN$ <X,< aa p x o a O ZVI-"LOFfnp���Z Ja- d 00 pmwOunift �N z aDxri1 (n �n 0V)Q,�D ea0.W70a.2 /�I REM DRAWN BY:� a `N. c 192 ` 02-27-09 DOCUMENT DATE: 02-06-09 W O©� CIIA PQ 0 W Ljj ry a © �-- f -T• -q p I---- ) C/pq i o z 0 ISSUE BLOCK 03-06-09 ADDENDUM #3 IAE3,04-15-09 CCD #2 CHECKED BY: REM DRAWN BY:� REM PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 0 O 0 FLOOR FINISH PLAN pp U) w ry rn Q CV 7 0 M w Q C U) �-C 0 0 u> N i7 O to N C/) N 0) En J U -0 Ecc _ O �U d' E ,- 0 m o C 0.. v �o Pr) 0 00 N0 \ X X X o00 0 ti o zCNi a. Q. Y Y W M ww- W W L d Q z z 0 cc> CL o ox od o x00 x 0 0 w w ANY SALES FLOOR COLUMN NON PERIMETER NON—PERIMETER WHICH FALLS WITHIN 2'-0" OF A PERIMETER WALL GM SALES FLOOR COLUMNS GROCERY COLUMNS C OLUMN COLORS 1/4"--1'-0" 022908 A012-005 100'-0" FF EL EXISTING EXT 2 CMU WALL SE IT GIRDER OR T TO MATCH kCENT WALL AS =DULED T COLUMN TO 'H ADJACENT -AS SCHEDULED T CMU FROM H FLOOR TO AS DULED ING CONCRETE R SLAB TION 11 INTERIOR 1 " = 30'-0" PAINT PLAN 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016W3 LLJ (noWw ioaNCr 13 W v_� �µ0 t2 �-I � v 12 W'- "'W zwK'0z0 .W *Zn �o+�.� ¢NW 0 ffiw 0. >-¢o�z �Wo S cn 03v 0� �ba zzmw-a J�Q OQ4 y w0: WN�fnU Q 0 Z 2 O U 6 z1--_ U W W Z U W P �o zIN)p k-`'R3ZO� '0vao>- V)Nt>nV14w5�aaWonx C=) � 0 �W '0 mow ., z LLJry o 0 p 1 � © I-_ CC) PQ z pq N ISSUE BLOCK 1 03-06-09 ADDENDUM #3 CHECKED BY RF DRAWN BY: JH G PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 0 w F-- N U) 0) U 0 O 0_0 E c: O � U V E �v m0 a � �o d, o 0 1 -0 00 N 0 0 X X X oco 0 0 Z, CA SEALANT REGLET (REPLACE EXISTING) - PITCH BREAK TRIM SEALANT AT 'Z' TRIM CONTINUOUS TAPE SEALANT STANDING SEAM METAL ROOF 'Z' CLOSURE TRIM EXISTING BENT / PLATE BRACKET :���' 30# FELT EXISTING DECKING EXISTING METAL STUDS EXISTING BATT INSULATION- 81-1/2"FLASH I -- = 1'-O" REAR 1" = 20'-0" TAI L ATION A020--004 TYP STANDING SEAN METAL EDGE TRIM/DRIP PAID MATCH METAL CONTINUOUS M ANCHOR WITH I ROOFING NAILS DRIP EDGE 7 3" = 1'-0" A020-009 P88 HM DOOR (TYP) STANDING SEAM METAL ROOF 30# FELT EXTEND MEMBRANE WATERPROOFING 8" UNDER #30 FELT EXISTING DECKING EXISTING BATT INSULATION P88 TYP SECTION 6 1/40' = 1'-0" A020-008 OVER DOOR (TYP) NOTE: PAINT FIELD ABOVE SECTIONAL OVERHEAD DOOR TO WRAP UNDERSIDE OF HEADER, TYP. BUILDING ELEVATION 1" = 20'-0" A020-005 0 113'-4" COLOR CH SIDE ELEVATION 3 1" = 20'-0" A020-003 1 r r HM DOOR (TYP) TYP ` NE SIDE ELEVATION PAINT GARDEN CENTER METAL CANOPY 2 1" = 20'-0" A020-002 DO NOT PAINT GLAZED CANOPY STRUCTURAL STEEL (NOT SHOWN) TO STRUCTURES. MATCH ADJACENT WALL COLOR. HM DOOR (TYP) TYP ♦ 01 GE OVER DOOR (TYP) P98 ?w NOTE: PAINT FIELD ABOVE SECTIONAL P88 OVERHEAD DOOR TO WRAP UNDERSIDE OF HEADER, TYP. FRONT 1" = 20'-O" EVATION A020-001 PAINT GARDEN CENTER METAL CANOPY DO NOT PAINT GLAZED CANOPY STRUCTURAL STEEL (NOT SHOWN) TO STRUCTURES. MATCH ADJACENT WALL COLOR. .., 113'-4"jk COLORCHANGEIIV 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w Wwo p �owp 00aiEWZ Pier gwwozaw a4 *o<Jo i`n36<MNF_ p � zaZZa . F=6-oo lL NU to w <Hw 8b1�>. YOM W Fw(x CAU.— CL 00I-`'ww aco 'MON>- 18 Z$Lm X;oaHfXawa< ISSUE BLOCK 03-06-09 1 ADDENDUM #3 CHECKED BY: RF DRAWN BY: a C7► CM 192 0 02-13-09 DOCUMENT DATE: 02-06-09 p cl-A " , P4 o LJ ©0 i oa ix PEI ixl 0 ISSUE BLOCK 03-06-09 1 ADDENDUM #3 CHECKED BY: RF DRAWN BY: JHG PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 PEAR 12 2009 EXTERIOR ELEVATIONS SHEET: A 2 c 0 0 0 v 0 0 � rn v � o c7 Q N t0 � c� 0 ca �. o N � 0 LO E L -0 In Q N J 0) c j O 0 C O C o 0� 01 3 M o ¢ 0 T r7 .0)0 0 00 4f1 X 00 ©0 -Z i FRAME TYP 6'-8" 5'-4j" 6'-8" 2'-8" 10 et I TYP OF 4 1.51 I 4 to 0 �A� 101 IN, L - L_ -- L -- J _ J BOLLARDS AT EXTERIOR 00"' ?VESTIBULE DOOR PLAN 8" = 1' -Y -O" A030 -013B FACE OF STUD WALL PLASTIC LAMINATE - ALUMINUM CORNER GL E MITER BASE AT CORNER FINISHED DETAIL 7 3/4"=1'-0" A030-007 /j S TR K R 5. 5 TYP OF 2 1.51 TYP OF 2 R PLAN A032-006 AT TV WALL GONDOLAS, ADD SECOND BOLT AT 10'-0" AFF. USE 3/8"X5" WEDGE BOLT AT CMU OR 1/4"X6" LAG SCREW AT STUD WALLS.. INSTALLED BY GC BOLT ALL UPRIGHTS TO WALL AT 6'-0" AFF. USE 3/8"X5" WEDGE BOLT AT CMU OR 1/4'X6- LAG SCREW AT STUD WALLS. INSTALLED BY GC ALL 84" HALF GONDOLAS REQUIRE ONLY 1 ANCHOR BOLT AT 6'-0" AFF GONDOLAS AND HARDWARE PROVIDED BY WAL-MART METHOD OF BOLTING WILL VARY DUE TO DIFFERENT WALL MATERIALS USED. REFERENCE MANUFACTURER INSTRUCTIONS. WALL OUNTED GONDOLA NOTE: FOR . CMU/CONCRETE WALL MOUNTS, USE (6) 3/16" DIAMETER TAPCON ANCHORS WITH 1 1/4" EMBEDMENT WITH STANDARD MONITOR WALL BRACKET 5'-0" EQ EQ ADJACENT WALL I EYEWASH I IR CL AR 5" WIDE PAINTED STRIPES (P5) 0 1.2" ON CENTER, 0 45 DEGREE ANGLE TO 5" WIDE EXTERIOR BOUNDRY LINES EYEWASH..PLAN. 10 3/8" 1 -0" 1" MINIMUM FROM TAB ON UPRIGHT j HOLD DOWN STRAP INSTALLED BY 1/4"X 3" WEDGE BOLT INSTALLED BY WM A ANCHORI CEILING AS SCHEDULED • I I � :� E t II (2) 200 BLOCKING II IN STUD WALL CAVITY I!I iil IEI 11 z ii� DUPLEX OUTLET MOUNTED It v iii III AT 80AFF a a m iii iii COAXIAL OUTLET MOUNTED nl IIAT 80" AFF I O II III DOUBLE BACK TO BACK METAL STUDS IN WALL T. V. BLOCKING ELEVATION 3 1/2" = 1'--0" AO30-003 SHELVING REMOVED FOR CLARITY -20 GAUGE FLOOR SUPPORTED METAL STUD --20 GAUGE METAL STUD ATTACHED TO FLOOR SUPPORTED METAL STUD AT 12" OC EACH SIDE ---18 GAUGE METAL RUNNER TRACK ATTACHED TO ROOF SUPPORTED METAL STUD AT 12" OC EACH SIDE --20 GAUGE ROOF SUPPORTED METAL STUD -GYPSUM BOARD --J MOLD EACH SIDE FLOOR SUPPORTED NOTES: 1. PROVIDE VERTICAL SLIP JOINT AT ALL LOCATIONS NOT SPECIFICALLY REFERENCED 2. SLIP TRACK MUST ALLOW 2" MIN DOWNWARD DEFLECTION 3. WHEN FLOOR SUPPORTED PARTITION IS PERPENDICULAR TO JOIST INSTALL CAPTURE TRACK AT BOTTOM OF JOIST (INCLUDE PORTIONS PARALLEL TO JOIST) 4. WHEN FLOOR SUPPORTED PARTITION IS PARALLEL TO JOIST, CAPTURE TRACK MUST BE INSTALLED AT ROOF DECK P�nroN a ,— —, VERTICAL SLIP JOINT TYPICAL AT 112ROOF AND FLOOR SUPPORTED PARTITIONS SAFETY WARNINGS THE FOLLOWING CONDITIONS COULD PRODUCE AN UNSAFE ENVIRONMENT FOR CUSTOMERS AND ASSOCIATES. 1. GAPS BETWEEN SHELVES SHOULD NOT EXCEED 5/8'.' 2. UPRIGHT DEFLECTION IS NOT TO EXCEED 1--3/8" IN A HORIZONTAL PLANE. 3. SHELVES SHOULD NOT SLANT DOWN DUE TO UPRIGHT DEFLECTION. 4. SHELVES ARE NOT TO EXTEND BEYOND BASE DECK AT ANY TIME. 5. EXTENDERS SHOULD NOT BE USED ON ANY HALF GONDOLA THAT WILL CREATE A HEIGHT OF 72" OR TALLER UNLESS IT IS ANCHORED TO THE WALL. ALL HALF GONDOLAS 72" OR TALLER MUST BE ANCHORED TO THE WALL. VA EXISTING WALL STUDS— EXISTING GYPSUM BOARD CHAMFERED SMOOTH — WAINSCOT LOCATIONS REF PLANS 1/2" PLYWOOD WAINSCOT 4 UM BOARD. SET PLYWOOD ON SEALANT BED SEALANT 2x8 WOOD BASE, 4 TOP AT SET BASES IN CONTINUOUS SEALANT L YWC 2 1 1/2" = 1'-0" PLASTIC EACH SI ALUMINL GUARDS WALL END 9 3"=1'-0" 093005 A030-009 JAMB KEYNOTES: REVISED 1,51 4 P34 NOTE: IF 2x8 IS EXISTING NOT ^ REMOVE TOO CHAMFER. ARD OD HAMFER AT 45" EXISTING GYPSUM BOARD " PLYWOOD 4 WOOD 2x8ER TOP AT 45' 4 �41EXISTING STEEL TRACK DB5 INSIDE CORNER AINSCOT D NTD: USE THIS DETAIL p GUARD ON EXISTING WALLS IN CORNER A030-002 OFFICE HALLWAY AREAS. ' WHERE SWITCH PLATES OCCUR NOTCH PLYWOOD WAINSCOT 1" BEYOND EXTENT OF COVER PLATE FACE OF STUD WALL ,�.-- 2" OFFSET TYP AT SCREW HOLES " 04 2x6 BACKUP BEHIND ANGLE CORNER GUARD TRIM ONE 2X6 TO 4"WIDTH 3"x3"x1 /4"x4'-0" ANGLE STEEL CMNER GUARD PAINT Pg ANCHOR TO CORNER WITH 1/4"x2" COUNTER SUNK FLAT HEAD SCREWS AT 16" OC 2x8 WOOD BASE DB5 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.12Q9 William Douglas Hulley Florida License No AR91919 Barry L. McNeill Florida License No AR0016653 %491.4 co DRAWN BY: 2"x3/4" PLYWOOD FURRING i STRIPS AT 48" OC 4'-0" V OPEN TO 4'-O" PEG BOARD IL SITE TO pL3 o STORE i C) ALUMINUM EDGE AT 9-A3 TOP AND CORNER DB5 OF LAMINATE + + + FASTENER - . + + + + + «+« NOTE: INSTALL BASE *+++*+++++++++ WG i *+*+*.*.*+*++++ N +++++++ AFTER MERCHANDISE +*+*+*,+*•**+* FROM BACK OF RACKS ARE SET. +++++++ EXTEND BASE TO AT 24" OC VERTICALLY EXTEND BASE TO FIRST MERCHANDISE RACK REF PLAN FIRST MERCHANDISE RACK FIELD VERIFY VERTICALLY STRIPS AT 48" OC Vi FIELD VERIFY 8 SALES WALL ELEVA TION 11=1 -O" SHELF STANDARDS © NOTE: IF 2x8 IS EXISTING NOT ^ REMOVE TOO CHAMFER. ARD OD HAMFER AT 45" EXISTING GYPSUM BOARD " PLYWOOD 4 WOOD 2x8ER TOP AT 45' 4 �41EXISTING STEEL TRACK DB5 INSIDE CORNER AINSCOT D NTD: USE THIS DETAIL p GUARD ON EXISTING WALLS IN CORNER A030-002 OFFICE HALLWAY AREAS. ' WHERE SWITCH PLATES OCCUR NOTCH PLYWOOD WAINSCOT 1" BEYOND EXTENT OF COVER PLATE FACE OF STUD WALL ,�.-- 2" OFFSET TYP AT SCREW HOLES " 04 2x6 BACKUP BEHIND ANGLE CORNER GUARD TRIM ONE 2X6 TO 4"WIDTH 3"x3"x1 /4"x4'-0" ANGLE STEEL CMNER GUARD PAINT Pg ANCHOR TO CORNER WITH 1/4"x2" COUNTER SUNK FLAT HEAD SCREWS AT 16" OC 2x8 WOOD BASE DB5 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.12Q9 William Douglas Hulley Florida License No AR91919 Barry L. McNeill Florida License No AR0016653 %491.4 BUILDING WALL DRAWN BY: 2"x3/4" PLYWOOD FURRING C=)C STRIPS AT 48" OC a (PROVIDED BY WAL--MART) DOCUMENT DATE: PEG BOARD IL SHELF STANDARD MOUNTED ON FURRING STRIPS THREAD BOLT AND NUT FROM C) BACK OF FURRING STRIP SPACE AT 24" OC VERTICALLY �N 3" POWDER ACTUATED FASTENER - . TOP 0 STANRARD A TOP OF STANDARD >--� 96 AFF 96 AFF - -- � - THREAD BOLT AND NUT n i FROM BACK OF GI N FURRING STRIP SPACE 0 AT 24" OC VERTICALLY a0 Cp EXISTING WALL O n 3/8"x 3" LAG BOLT 2"x3/4" PLYWOOD FUR SPACE AT 24" OC U VERTICALLY STRIPS AT 48" OC Vi D (PROVIDED BY WAL-MART) PEG BOARD BETWEEN SHELF STANDARDS © WALL STANDARDS SHELF STANDARDS C-4 AT 48" OC MOUNTED ON FURRING STRIPS (2) SLEEVE ANCHORS EXISTING BLOCKING AT EACH THREAD BOLT LOCATION TO ANCHOR FURRING STRIP TO CMU WALL BASE DECK (FOR BASE DECK (FOR "c�lv ___REFERENCE ONLY) REFERENCE ONLY) i I GYP BD WALL CMU WALL 5 WALL STANDARD--- MOUNTING NTS A030-014 NOTE: IF 2x8 IS EXISTING NOT ^ REMOVE TOO CHAMFER. ARD OD HAMFER AT 45" EXISTING GYPSUM BOARD " PLYWOOD 4 WOOD 2x8ER TOP AT 45' 4 �41EXISTING STEEL TRACK DB5 INSIDE CORNER AINSCOT D NTD: USE THIS DETAIL p GUARD ON EXISTING WALLS IN CORNER A030-002 OFFICE HALLWAY AREAS. ' WHERE SWITCH PLATES OCCUR NOTCH PLYWOOD WAINSCOT 1" BEYOND EXTENT OF COVER PLATE FACE OF STUD WALL ,�.-- 2" OFFSET TYP AT SCREW HOLES " 04 2x6 BACKUP BEHIND ANGLE CORNER GUARD TRIM ONE 2X6 TO 4"WIDTH 3"x3"x1 /4"x4'-0" ANGLE STEEL CMNER GUARD PAINT Pg ANCHOR TO CORNER WITH 1/4"x2" COUNTER SUNK FLAT HEAD SCREWS AT 16" OC 2x8 WOOD BASE DB5 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.12Q9 William Douglas Hulley Florida License No AR91919 Barry L. McNeill Florida License No AR0016653 %491.4 RLP/RF DRAWN BY: W C=)C 192 a aoIV DOCUMENT DATE: 02-06-09 C) �N o z Ld o 9011111111111111111111 OPr V) a0 Cp I IUD Cq ISSUE BLOCK A03-06-09 ADDENDUM #3 / 4 \ 05-04-09 CCD #3 CHECKED BY. RLP/RF DRAWN BY: JM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 SECTIONS AND DETAILS SHEET: A 3 c 0 W 0) E- V) a) -Y M-0 L. C 0- 0 (� a- � I J � M -0 o > = Q 0 N 0 6; 0' a o00 0 00 r N X X o00 I— 0 'v P331 IP76 GC TO REMOVE ANY INTERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEADS. WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER. NON-WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT TYP P34 CROWN P34 OPEN TO MONEY CENTER PL3 P34 TYP REMOVE ALL 2X4 HARDWOOD TYP TRIM AT TENANT WALL OPENINGS. PATCH AND REPAIR PRIOR TO PAINTING, TYP (6 1 T ESYDESK ELEVATION REF PLANS FOR WALL WIDTH I— z w PAINT AS SCHEDULED z z w + + + + + + + + + +"+ + + + + + + + + IPL 3 ++++++++++++++++++++ +++++++++++++ —CONTRACTOR TO REINSTALLz ++*++++ + ++ + * + ++ ++ + +++EXISTING EWC'S AFTERP3 NSTALLATIONx Uz + ++ ++ + ++ GN + + + + k.L + +++ + + + + + hilt DB5 TYPICAL ELEVATION AT 5 DRINKING FOUNTAIN 1/4" = 1'-0" A050-005 SOLID_SURFACE TOP SST1 1/2" PLYWOOD UNDER CAP (2) #12 TEK SCREWS EA COLUMN, TYP CAP PLATE WITH 3„ SEAL'WELD 6"x16 GA CONT MTL TRACK 2 1/2"x2 1/2"x3/16" HSS COLUMN 5/8" IMPACT SECTION C RESISTANT NTS GYPSUM BOARD SIM 2C r 1 j II j 11 I I PLASTIC LAMINATE II II II DB5 I I20 WOOD BUMPER II II CO P76 SOFFIT P34 OPEN TO COURTESY DESK PAINT AS SCHEDULED ++++++}++}+++ WG + + + + + f ++++++++'+++++ + } + + + + + + + 4 } ++++++ fi + + + + +++++++++++++ I 0 } + + +++++++++++++++++ +++++ }++++++}}+++ +++ +++++++++ + + + + + + + + + t + DB5 PL3 PARTIAL ELEVATION P34 TYP P76 P34 P34 P34 STORAGE so9 P34 REMOVE ALL TILE AT TOP OF PILASTERS AT FRONT WALL. PATCH AND REPAIR TO MATCH ADJACENT, TYP OPEN TO BANK ALUMINUM WALL GUARD TYP WG TYP C I d RF a P34 PROTO: PL3 CROWN 02-27-09 DOCUMENT DATE: P14 P34 P34 P34 P34 ND WALL PL3 DB5 OPEN TO OPEN TO VESTIBULE REGAL NAILS 4 OPEN TO REGAL NAILS TYP P34 PL3 I= I SOFFIT 9 INTERIOR E�LEVATION GC TO REMOVE ANY INTERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEADS. WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER. NON-WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT TYP P34 CROWN P34 OPEN TO MONEY CENTER PL3 P34 TYP REMOVE ALL 2X4 HARDWOOD TYP TRIM AT TENANT WALL OPENINGS. PATCH AND REPAIR PRIOR TO PAINTING, TYP (6 1 T ESYDESK ELEVATION REF PLANS FOR WALL WIDTH I— z w PAINT AS SCHEDULED z z w + + + + + + + + + +"+ + + + + + + + + IPL 3 ++++++++++++++++++++ +++++++++++++ —CONTRACTOR TO REINSTALLz ++*++++ + ++ + * + ++ ++ + +++EXISTING EWC'S AFTERP3 NSTALLATIONx Uz + ++ ++ + ++ GN + + + + k.L + +++ + + + + + hilt DB5 TYPICAL ELEVATION AT 5 DRINKING FOUNTAIN 1/4" = 1'-0" A050-005 SOLID_SURFACE TOP SST1 1/2" PLYWOOD UNDER CAP (2) #12 TEK SCREWS EA COLUMN, TYP CAP PLATE WITH 3„ SEAL'WELD 6"x16 GA CONT MTL TRACK 2 1/2"x2 1/2"x3/16" HSS COLUMN 5/8" IMPACT SECTION C RESISTANT NTS GYPSUM BOARD SIM 2C r 1 j II j 11 I I PLASTIC LAMINATE II II II DB5 I I20 WOOD BUMPER II II CO P76 SOFFIT P34 OPEN TO COURTESY DESK PAINT AS SCHEDULED ++++++}++}+++ WG + + + + + f ++++++++'+++++ + } + + + + + + + 4 } ++++++ fi + + + + +++++++++++++ I 0 } + + +++++++++++++++++ +++++ }++++++}}+++ +++ +++++++++ + + + + + + + + + t + DB5 PL3 PARTIAL ELEVATION P34 TYP P76 P34 P34 P34 STORAGE so9 P34 REMOVE ALL TILE AT TOP OF PILASTERS AT FRONT WALL. PATCH AND REPAIR TO MATCH ADJACENT, TYP OPEN TO BANK ALUMINUM WALL GUARD TYP WG TYP C I d DBS CABINET 10 P76 SOFFIT P34 OPEN TO VISION CENTER NATION P34 P34 OPEN TO „.....,, VESTIBULE PL3 TYP KEYNOTES: DELETED 1.17 REVISED 1.51 REMOVE ALL TILE AT TOP JOF REMOVE ALL TILE AT TOP OF PILASTERS AT FRONT WALPILASTERS AT FRONT WALL. PATCH AND PAINT TO PATCH AND PAINT TO MATCH ADJACENT. TYP. MATCH ADJACENT. TYP. P76 -- -- P76 P100 P34 P34 P34 P34 P34 SOFFIT ALUMINUM OPEN TO CORNER GUARDS q � H OPEN TO PL3 SALONTPKIAKIT P34 LLB J5 P34 PL3 ELEVATION. 8 3/32" GUARDS ELEVATION 7 3/32„ = 1,_O„ 0 EDC 2 UTILIT (� 122 1.17 9-A5 \,AJ 4 ® II OD1 \�� VC15 A5 1 17 LO ` qqqqppw A5.3 ------- ---------------------------------------------------------------------- ----------------------------------------------------- 0)— II ICE MACHINE ii NEW MOP SINK -ALCOVE---------------------------------------------------------------------- -----• REF MEP (-----------_-__ _ AII-----------------------------_------_--_------_--_------..._ 1 9-A5.1 SALON II TYP OF 6 �----------------_____ B 1.51 810(QD G 0 0 n n -------- O-------- 0JANITOR ` ~• 102 I i { ---------------- --- N OPTICAL ' SALES EXAM #2 0 _ .( A FIRE EXISTING AIR a a CURTAIN BANK CORRIDOR � 800 i � 110 01 GM CART ' II STORAGE GM RECORDS 104 VESTIBULE �'-- LAB N ® w WAITING SALES CT EXAM #1 AREA i N OTHER��--------------------------------------------------------------------- ____------ -__------- INCOME CUSTOMER CUSTOMER MEN WOMEN 103 II •------------------------------------ �---. II r II1 . o 0 0 o i i I �� �,/ \ �\ II ��/ �/ \� � I i L- J . _J L_ L.. --I J ---------------------------------- NO NO EGRESS WILL BE AFFECTED VESTIBULE DOORS: GC TO PROVIDE FINAL ROUGH OPENING HEIGHT AND WIDTH, FOR EACH DOOR, TO DOOR MANUFACTURER. INCLUDE LOCATION, HEIGHT, AND WIDTH OF STRUCTURAL STEEL IF APPLICABLE. BY SCOPE OF WORK. 11 A3 GIVI VESTIBULE FLOOR PLAN 1/4" = 1'-0" A050-004 301/8" = 1'-0" A050-003 , � II � II �' II ,/ II II ,' II 9-A5 II II ---------------------- 8-A5.1 ii ICE MACHINE II - -----------------------=---ALCOVE MC -------- ------------------____--------___ - TYP OF 6 ------------------------____-------------- ----------- MC ------- EXP 1.51 DE o cC COURTESY TOA = WAL—MART n .r►.. S MONEY -------- --------. Zv `) 4-A6 105 -------- o 0 1o.5s Q CENTER-------- o 0 L00 F I rn Q2-A9 EXISTING AIR .�� LoIL < p 10-A5 6-A5 N -STORAGE- EQUIPMENT 109 A 106 6.06 REMOVE PASS-THRU INFILL WALL TO MATCH ADJACENT WALLS WITH LIKE FINISHES MA COUNTING '—CASH Fl -08-1107 2 1 RETURNS SECTION ��.� � �- �_�R VESTIBULE FLOOR PLAN. , -a.opo oo, REGAL NAILS 802 NEW MOP SINK REF MEP —� JANITOR 116 1NO EGRESS WILL BE AFFECTED BY SCOPE OF WORK. AP CURTAIN OFFICE 119 10 53 McDONALD'S I, II II ,I II 1 II A I, GR VESTIBULE A 115 v I I REDBOX II I I II r--_—er____.r~_______________ r ____---~� RB PANEL I � � t O O p C , 0�.....i l e\ �! \\1. .J�_.JL../L..� �.J� J ._ -•------------------------------ 11 A3 DINING AREA 402 GR CART STORAGE 118 OTHER INCOME 117 KITCHEN 404 40 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636 .1209 William Douglas Hudey Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 CHECKED BY: RF a - P76 PROTO: PL3 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 ++ *+++++++++++++++++ 0 I I= I DBS CABINET 10 P76 SOFFIT P34 OPEN TO VISION CENTER NATION P34 P34 OPEN TO „.....,, VESTIBULE PL3 TYP KEYNOTES: DELETED 1.17 REVISED 1.51 REMOVE ALL TILE AT TOP JOF REMOVE ALL TILE AT TOP OF PILASTERS AT FRONT WALPILASTERS AT FRONT WALL. PATCH AND PAINT TO PATCH AND PAINT TO MATCH ADJACENT. TYP. MATCH ADJACENT. TYP. P76 -- -- P76 P100 P34 P34 P34 P34 P34 SOFFIT ALUMINUM OPEN TO CORNER GUARDS q � H OPEN TO PL3 SALONTPKIAKIT P34 LLB J5 P34 PL3 ELEVATION. 8 3/32" GUARDS ELEVATION 7 3/32„ = 1,_O„ 0 EDC 2 UTILIT (� 122 1.17 9-A5 \,AJ 4 ® II OD1 \�� VC15 A5 1 17 LO ` qqqqppw A5.3 ------- ---------------------------------------------------------------------- ----------------------------------------------------- 0)— II ICE MACHINE ii NEW MOP SINK -ALCOVE---------------------------------------------------------------------- -----• REF MEP (-----------_-__ _ AII-----------------------------_------_--_------_--_------..._ 1 9-A5.1 SALON II TYP OF 6 �----------------_____ B 1.51 810(QD G 0 0 n n -------- O-------- 0JANITOR ` ~• 102 I i { ---------------- --- N OPTICAL ' SALES EXAM #2 0 _ .( A FIRE EXISTING AIR a a CURTAIN BANK CORRIDOR � 800 i � 110 01 GM CART ' II STORAGE GM RECORDS 104 VESTIBULE �'-- LAB N ® w WAITING SALES CT EXAM #1 AREA i N OTHER��--------------------------------------------------------------------- ____------ -__------- INCOME CUSTOMER CUSTOMER MEN WOMEN 103 II •------------------------------------ �---. II r II1 . o 0 0 o i i I �� �,/ \ �\ II ��/ �/ \� � I i L- J . _J L_ L.. --I J ---------------------------------- NO NO EGRESS WILL BE AFFECTED VESTIBULE DOORS: GC TO PROVIDE FINAL ROUGH OPENING HEIGHT AND WIDTH, FOR EACH DOOR, TO DOOR MANUFACTURER. INCLUDE LOCATION, HEIGHT, AND WIDTH OF STRUCTURAL STEEL IF APPLICABLE. BY SCOPE OF WORK. 11 A3 GIVI VESTIBULE FLOOR PLAN 1/4" = 1'-0" A050-004 301/8" = 1'-0" A050-003 , � II � II �' II ,/ II II ,' II 9-A5 II II ---------------------- 8-A5.1 ii ICE MACHINE II - -----------------------=---ALCOVE MC -------- ------------------____--------___ - TYP OF 6 ------------------------____-------------- ----------- MC ------- EXP 1.51 DE o cC COURTESY TOA = WAL—MART n .r►.. S MONEY -------- --------. Zv `) 4-A6 105 -------- o 0 1o.5s Q CENTER-------- o 0 L00 F I rn Q2-A9 EXISTING AIR .�� LoIL < p 10-A5 6-A5 N -STORAGE- EQUIPMENT 109 A 106 6.06 REMOVE PASS-THRU INFILL WALL TO MATCH ADJACENT WALLS WITH LIKE FINISHES MA COUNTING '—CASH Fl -08-1107 2 1 RETURNS SECTION ��.� � �- �_�R VESTIBULE FLOOR PLAN. , -a.opo oo, REGAL NAILS 802 NEW MOP SINK REF MEP —� JANITOR 116 1NO EGRESS WILL BE AFFECTED BY SCOPE OF WORK. AP CURTAIN OFFICE 119 10 53 McDONALD'S I, II II ,I II 1 II A I, GR VESTIBULE A 115 v I I REDBOX II I I II r--_—er____.r~_______________ r ____---~� RB PANEL I � � t O O p C , 0�.....i l e\ �! \\1. .J�_.JL../L..� �.J� J ._ -•------------------------------ 11 A3 DINING AREA 402 GR CART STORAGE 118 OTHER INCOME 117 KITCHEN 404 40 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636 .1209 William Douglas Hudey Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 CHECKED BY: RF DRAWN BY. JHG PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 c / O U 0 G1 ° � U d' M -0 L O d v W N 0) to 00 O 010 O O O �X X X 00 UJ 0 Z N _ Z / CL N SHEET NOTES KEYNOTES 1. STRAIGHTEN AND PAINT EXISTING BOLLARDS P5. 5.55 32" STEEL BOLLARD. REF 12—A5.1 2. REPAIR CONCRETE CAP ON RECEIVING TRUCKWELL 5,56 48" STEEL BOLLARD. REF 10—A5.1. WALL' 6,43 INSTALL 1/2" PLYWOOD BEHIND BALER TO 6'-0" AFF, 8'--0" WIDE. 3. REPAIR/REFURBISH ALL DOCK LEVELERS—INSTALL 9,10 REPAINT FLOOR STRIPES P5, TO MATCH EXISTING PATTERN. BRUSH STYLE WEATHERSTRIP. 12.04 SECURE ALL NEW WAREHOUSE RACKS TO SLAB AS REQUIRED. 4. REPLACE ALL DOCK SEALS. 5. REPLACE DOCK BUMPERS. 6. POWER WASH UNDERNEATH DOCK LEVELER UNITS. KEYNOTES: 3 ADDED 9.10 REVISED 5.55 TRASH COMPACTOR 1 GA2.1 TRASH ° COMPACTOR ( O i / i 9.10 oC� t O 9.10 GR RECEIVING 920 12.04 GM RECEIVING 178 12.04 6.43 FL BALER 3 ALER 0 9.10 8—A9 9.1 00 .�• NEW AIR CURTAIN 6.43 REF 4--A8.1 6.43 REF 13 I 5.55 I I 5.56 O O I I 5.56 5.55 2 8—A9 C� 00 I 0090 GM RECEIVING PLAN GR RECEIVING PLAN 2 /8n = 1'-0" A052-002 1/8" = i #—OttA052-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w n � f-Uj a 01, 0 w o <U, il_� 1566w <NLj 'QLj U0 aN7a'zc�aW4v�°o {orz'�M�->�a- - zN0 �W(,� WdBz poma Z f�(`,�t SNOF-NW�Oz�Z ,< �'Ol+. �jj Udr}N�y, lnU w2 3l?�li'W'',, f~.1��ZUW iFRg T Z3 ISSUE BLOCK 1 03-06-09 ADDENDUM #3 04-15-09 CCD #2 CHECKED BY: • �' RF DRAWN BY; ANJ PROTO; 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 NIV w a �3 a C'�1'tp�&11 ;.it.1a9 NYcud' APR 2 4 2009 V) W fr 0(D� _V $ w 0 m41 d U c� 0� 0 a� N -o 0 LO E r7 f-- N V) 0') J U ai v° Cc: •L U V) v�- N I E co 0 :2C a d U) Y C) �Q _\o X X X �op 0 �0 Z, NI AA1 ___ if N 0 N 0 I N EXISTING HEADER TO REMAIN 6" METAL TOP TRACK. ATTACH TO EXISTING HEADER ABOVE. 1/2" GYP BD BOTH SIDES TO MATCH EXISTING 2x4 CONTINUOUS FURRING 6" METAL STUDS TO MATCH EXISTING SEAL PENETRATIONS AIR TIGHT THROUGH NEUTRALIZATION WALLS 6" METAL BOTTOM TRACK WALL SECTION 8 3/4" = 1'-0" A057-008 P34 P34 PL3 , .• • , • . ' + # + + + + t + t + + t t + # # F # + t + + t + + + t ! a + a + + + + a + $ + + t a + + + + + # # + t + t + + + t + + # a t t + t t + + t + + t + + + + t # + 4 + + t t # + + t + # + + t + t + + a t + t t + # a t 4 t a t t + t t a t + + + + f + + + + « + t f + + + + + + + + + f t + t 4 t + + t t t # + t + + a t t + t + t + + + + + + + + + t a f « t + + t + + + + + t f « + t t + + + t + + t + + + + + + + + #a4 +++ t+ ++# 4+ +# +4 ++ +# ++ 4 ++++«++++t+$+++t+ +# «++ # ++ + + + + t ++ + # + + + t + + ++ + t + ++ t «+ # t+++ +++ +#+tt Y++f + $ +a+ + ++ + t 4 + + + + + + + + + t t t + + + + + a .+ + + ++ + + +# + + + t+ #ta t + + # a # WG DB5 WG ALUMINUM ELEVATION 4 t 1/4"=1'-0" A054-004 EYNOkR1 REVISE SOLID SURFACE TOPSST1 (2) #12 TEK SCREWS EA COLUMN, TYP CAP PLATE WITH SEAL 8 WELD 7C A5.4 6"x16 GA CONT _ MTL TRACK 8 6"x 20 GA METAL STUD AT 16" OC 2 1/2"x2 1/2"x3/16" HSS COLUMN 2 1/2"x2 1/2"x3/16"x5'-0" NTsCtON 5/8" IMPACT RESISTANT P34 BLACK PLASTIC I HSS COLUMN GYPSUM BOARD P34 WALL GUARD -\ 2 X 10 BLOCKING BETWEEN �AL S TO STUDS, CONTINUED ON PL3 CUSTOMER SERVICE SIDE 1 /2"x6"x6" BASE PLATE AREA ^ PL3 0 (( SECURED TO CONCRETE 10 PLASTIC LAMINATE ON 5/8" 1WITH (4) 3/8" DIAMETER I I t+#++ #+# + a+ + + + l + «+ +6„ +++++++++++++t+++++++f+f rn+ +#++t+ ++a+++++++4+ +f +++ }++i ++++++++++++++ + + + + + ++++t++++++ +++ ++++ a+++++++++ +# ++ i +++ +a + }+ + . + + } + + « + +a++++#++ + + + + + + + IMPACT RESISTANT GYPSUM EXPANSION ANCHORS +f+++$++a++a+++++++#++++++++++++++++++ ++f++ft++ft++}+++++t+t+++4+ +a+ + ++a++++++++++}+tt+++++f ++ t++++++++++++++++++++++++++++++f4«4+4++++++++++tt#+t}+++a. ++ 4 + + t i + i + + +++++++4 +++4++ 4 + 4 } + + t t + } +t+—�} + + $ + + i t i + + + + + + + + i + + + + t a + +++ + i + at + + + + t t +f++'f,}+}++a+�+b+++ *++��++BOARD EA SIDE WITH 2 1/2»EBEDMENT t ++«++«+++++++++++a+ ++ + + + + + + t+++++++++++++ ++4++++}+++}+ +}+}+++4+++++++#il �+ + if�M+f 4 +++ ++++#+$a+ + ++«++f+ + t+++++++«}+++ +++++ ++++$+ + + + + + + + + + a + + + + + + + + + t+ t # + } + + + + t + a ++Y#++}++##++++#++}++}#}+#++++++i ++a} f+++f+f+++++ ++++ ++ f+ ++}+++ +4+t+« i++++ ++#+++++++++++++ t}+}++ +a++++}++++++ +t++++++++++++" + +++++f+«+++++«++#++++++«}+++ ++++++++ ++++#4t+++++++ + + + + + + at+ + a++ + + # + + a + + + + + + + a + + # + + « +,a7B—A5.4 « + + + + +#+f++4}++++t++}# ++++t++f++4++++ + +}} +# + p+.+ ►+F®{+qf}++#*f,+i};+*}`}'i#a+++CONTINUOUS SEALANT 6% + + + +++a$ ++#+a# t++ ++++++} f +t++++++ ` tt+ f + +t+t+t+ + ++}t++++ +#+++++#+++++$+#++,+++ b 9 55 } p gq q` yp q ++}d } 4 }+ 4++++ } AT TOP OF BASE O p}+++f++++++++++++ +++ft+#+++#+++++# t ++a +++ + 1/2% 21/2x3/16 N N HSS COLUMN 6" METAL STUD AT EACH DB5 WG WG D1355SECTION A ir> o o dD SIDE OF HSS ATTACHED TYP ALUMINUM 1/2" = 1'-0" WITH #5SELF-TAPPING CORNER GUARDS SCREWS 12" CC ELEVATION ELEVATION KIOSK SECTION K5/8" IMPACT RESISTANT 7 1/2" = 1'-a" RM/PLO10-007 GYPSUM BOARD 6 1/4"=1'-0" A054-006 5 1/4"=1'-0" A054-00 SECTION B 1 1/2"x 1 1/2" ALUMINUM NTS CORNER GUARD TO 4'-0" AFF REMOVE EXISTING EYE WASH REF PLUMBING C (I 1 ( REMOVE I ( EXISTING WALL i ( AND DOOR ( SHOWN DASHED p( ( 6 I ( I ( ( I l ( � I REMOVE EXISTING COUNTERS O O O 10'-104 z •-' ( ( ( ( m 4-A5.4 HIRING KIOSKS — RESTROOM L---------• --� ( � 6-A5.4 ALCOVE ( BEYOND .... + + + + ++ + ++++++# ++++ + #+#a+#+++++#++++ # +++ + + t+++t+t+++t+#at+++++++ +f+t+++#4+#t+ N ###+ #+ + + + + + + + ++t#+ + + # #+$+a++t+##t« +t+ + ++ + # ___________ #+a+t++++++++++++++++++++++#f++#++##++++++++ ++++++++++++t+ REMOVE PORTION OF EXISTING # ++ + # + + + M + + + + + + + # + + + ++++#t #+ + + # + + +++++++ +++++++#++++++++*+ ++++++++++++++++++*+ ++ +++f 7'-11++++ +t+++t+t++++++++++++++++++ WALL TO 9'0" AFF REF 1-A5.4 10-0> " • I PL3 DB5ALUMINUM CORNER WG DB5 PL3 GUARDS TYP 8-A3 ELEVATION SITE TO STORE DEMOLITION PLAN PHOTO LAB/SITE TO STORE a2 (:3D 1/4"=1'-0" A054-003 1/4" = 1'-0" PLO10-001.192-PLS2S-L 1/4" = 1'-0" PLO1 0-000-1 92-PLS2S-L O O A 0 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 za� Up 0ow iEWz3 as X -S<0 pO —ZQ '`' pz� €z`r¢'`•BWWF=50 L_ n.Fn >-a6azQgo"F-R WW aduai�o Q ZU) <NO0WO =1 z (� Z i- Z I- -� 0 F- wz M�mo WU f�ZUw o, O W w n.?��s'm (%Nu:''izzza,OWE008<0a ocna�zaaWoa� ISSUE BLOCK 1 03-06-0 AADDENDUM #3 CHECKED BY, RF/SW DRAWN BY: JHG Cz co 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 0 N O Z' ., z "4 LL1 � ca o U) C��t w � GQ 0 ISSUE BLOCK 1 03-06-0 AADDENDUM #3 CHECKED BY, RF/SW DRAWN BY: JHG PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 E ET: A 5A U BEARING PARTITION CRIPPLE STUD CLEARANCE HEADER LENGTH 3 MINIMUM EFFECTIVE PROPERTIES PER STUD 1/410 _ 3/8" 6' 2 6" x 18 GAUGE Ix = 2.042 Sx 0.670 6' TO ma 2 6" x 16 GAUGE Ix = 2.518 Sx _ 0.839 0 10' 2 6" x 14 GAUGE Ix = 3.094 Sx - 1:031 Qi 12' 2 8' x 18 GAUGE ix = 4.134 Sx = 1:033 12' TO 14 2 8" x 16 GAUGE Ix = '5.11.0 Sx = 1.277 14 TO . 16 2 8" x 14 1, ci Ix = 6.303 Sx = 1.576 16' TO 18' 2 10' x'14 GAUGE Ix = 12.325 0) s. 18' TO 26' CAPTURE GAUGE Ix = 15.730 Sx = 2.334 o TRACK 10 o '=� o v r to 0 METAL STUD REF PLAN E QGYPSUM > BOARD zf 2 X 10 WOOD BLOCKING BETWEEN (n STUDS o -STUD CAPTURE ZINC CONTROL -= .. 11 1J TRACK JOINT STRIP N 0)INSTALL REMOVE AND REPLACE SECTION CONTROL JOINT N OF EXISTING GYP AS REQUIRED AT LATCH SIDE ONLY 0 0 TO INSTALL BLOCKING ON SINGLE DOORS. , o PLASTIC LAMINATE TO 4'-0" AFF METAL` STUDS j PER FINISH SCHEDULE m o COURT SE,..Y Q_ESK SCREW STUD c. 00 N CONTINUOUS SEALANT AT . PARTITION o c- TOP OF BASE FLOOR TRACK 0 � M 010 STUD \CID o DBS N . to X o� BLOCKING. DETAIL CONTROL JOINT A T DOORJAMB z0 3/4" 1'-0" 112608 A060-029 �,J NTS A060003 aai INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER _ MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' 2 6" x 18 GAUGE Ix = 2.042 Sx 0.670 6' TO 8' 2 6" x 16 GAUGE Ix = 2.518 Sx _ 0.839 8' TO 10' 2 6" x 14 GAUGE Ix = 3.094 Sx - 1:031 10' TO 12' 2 8' x 18 GAUGE ix = 4.134 Sx = 1:033 12' TO 14 2 8" x 16 GAUGE Ix = '5.11.0 Sx = 1.277 14 TO . 16 2 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 16' TO 18' 2 10' x'14 GAUGE Ix = 12.325 Sx = 2.456. 18' TO 26' 2 12" x 16 GAUGE Ix = 15.730 Sx = 2.334 z O M D F_ D a M. -D cr 03 CS ma v 41 00 4) M N t C i O L . O O \CN- -r- N �� Lo E Q is L_ Q."." (n .c V) v J N 0 Com, O U -0 O 3 -0 4aC z O a .E 4- 4,_l 3 v � M O �- 0 0) N to 00 p M O O O CV 00 O \/ u? X. x o co wO O z, ah; m � •,. . .: , . .: H OT .. .. C EDULE N ES. RLP/RF/SW . . • . _ 1.R 0 FI OM ISH H N SC ED ULE p a%.. DOCUMENT DATE: 02-06-09 , .. . Q . tC I -4CV. ;4 1. AN JOI J GIRDERS DEC INC' 1 C GRILLES, SPRINKLER PIPES AND SECURITY,: S : F XI CLE STS 01ST K LIG S NOU T HVA G ILLE P E URI, G OBE I E STING HT CO TY L ,. EFS CFC TO T COL S RE UIRED . 1.. RM #ROOM NAME P F LAN LOOR C Awa P4 ry Q o 1 acs go . P." - o cit . . R9 C� _ C 2.. R T A CLEAN .CEILING TILES GRIP AI .DIFFUSERS SECURITY GLOBES SPRINKLER HEADS' LIGHTS S ND CEILING FANS. REPLACE ANY +. , ,. U ,. . I R I 0 CEILINGS NOTES DAMAGED .ITEMS. . • AR M K FINIS H CO R .. . LO DESCRIPTION D. C R EFERENCE • 1.� . . .: .. 3. CLEAN GRID AIR DIFFUSERS SECURITY GLOBES SPRINKLER HEADS AND CEILING FANS. REPLACE ANY DAMAGED ITEMS. E . A ACT1 ACOUSTICAL ICAL CEILING TLE I WH ITE 24 x48 ORIENTATION FINISH BASE . MAT FINISH. BASE ,MAT FINISH NI BASE MAT FINISH BASE, MAT FINISH MAT FINIS H HEIGHT 4. D WS. R 0 EXISTING `PAIN G CLEAN WIN 0 EM VE T AND DIRT FROM LASS ACT2 ACOUSTICAL CEILING TILE WHITE » » _ 24 x48 VINYI. FACED 0 N N PERFORATED q • . . 5 . ; 6. .LEN EXISTING- R TROOMS. ' . G A E T G £S . CLEAN CERAMIC ACT3 ACOUSTICAL CEILING TILE oil £ >, „ 24 x48 .100 SALES ES ' . VCT9 PVC1 V DB5 ET R P34,P76 pB5 ETR P34,P.L3 _ _ _ DB5L. ETR `P34PL3 ETR P33 ETR` 11011 1 6,22 7. .'TILE. .. . CLEAN KACWALL. _ ACT4 ACOUSTICAL CEILING TILE WHITE . 24 x48 CT2 G2 P 4 PL3, L 11 . ►12, 30,31,52,61,68 8. AI GRATE- . CLEAN R DOOR AND ACTG A OUS C TIC L I G RI A C£IL N GRID. WHIT . E .. . 101 GM VESTIBULE . ETR _ ETR P100 _ ETR P100 _ ETR P100 - . _ P100 ETR -.: ETR 1,4,7,8,10,30 . 9. REMOVE CARPETING..INSTALL LAMINATE DB10 BLACK PLASTIC CORNERS TO 58 ' AFF TO GYP BD' WRAPPED COLUMNS. REF 3 A1.2 B4 RESILIENT LENT BASE BLACK 4 . 102 JANITOR ETR DB5 ETR ETR DB5 .ETR L,FRP1 DB5 . ETR ETR . DB5 ETR F Lf RP1 T Eft _ ETR 1,39 10, » P COLUMNS. US • _ - PAINT ALL EXPOSEDE EPDXY PAINT TO 8 0 AFF ANp LATEX PAINT. ABOVE, REF 3 A1.2 FOR LOCATIONS. B6 P LASTIC ,BASE BLACK 6 x 1 4 103 OTHER INCOME ME ETR - ETR P100 .� ETR P100 -- . ETR P 100.... _ ETR. P100 ETR : _ "ETR .4,46 � VCT TILE. I. . ,ULK BASE, OF' ALL COLUMNS ON W.ZMIT,E CAULK'AUD:,ON �PYL PLANK ELOQRINQ W - /BROWN CAULK.' . B9 PLASTIC BASE BLACK. + 4 x 1 4 104 GM CART STORAGE ETR ETR ETR P100 ETR ETR P100,L _ P100 _ ETR . P100 . ETR ` P33 ETR , 124,30 � INISTALL ALL FIRE' EXTINGUISHERS t AFTER REMOM NG IHE CAEPETING AND REP -_ ----COLUMNS.- I I 11 NS UM M A : CEILING. B10 PLASTIC BASE . T OU SIDE CORNER BLA CK 105 COURTESY DESK VCT9 . DB5 ETR P34 PL3 DB5 ETR P34, PL3 DB5 ETR P34 PL3 DB5 'ETR P34 P 3 L ACT1 _ ETR 3,22,43,52,68 .. .. . . Cl -106. . , . 14. REMOVE ALL SECTIONS OF WALL STANDARDS. PAINT WALLS AFTER REMOVAL. CUSHION BACK TILE CARPET :RETURN .STORAGE VCT9 DB5 ETR R P34,PL3 ` _ ETR ETR pB5 E TR P34,PL3 DB5 P34,PL3 £1'R ACT1 : _1: ETR 3,22,43,52,68 15. .. REPLACE CEILING TILE 'AT SALES FLOOR TO 50 AS INDICATED ON 1-A1.. C4 U CUSHION BACK TILE CARPET . . 107 CASH VC T9 DB5 ETR P100 DB5 ETR P100 DB 5 E TR P100 DB5 ETR P100 ETR P40 . ETR 25 52 68 C CI 1. CONCRETE .CURB; 108 COUNTING VCT9 .pB5 ETR P100 .DB5 ETR P100 DB5 ETR P 0 1 0 DB5 ETR P.100 ETR P4Q . ETR , 25,52,68 I ; TO 61' BEHIND TOP I CASES CT2 ENTRY .TILE RED „ „ 12 x' 24 x 3 8 109 EQUIPMENT ETR ETR : P3 4 ETR P34 ETR . P34. _ ETR P34 ACT1 _. ETR . 3. 11 • GRE RE { 0FLOOR =1 CT6 G LAZED WALL. TIL£ . MEDIUM TAN „ ,> „ 6 x6 x5 16 110 CORRIDOR R 0 ETR - ETR ETR _ ETR ETR -- ETR ETR _ TR E, ETR _ ETR. 11 1 � REmow ALL WALL COVERING% PREP AND TEXTURE TE WALLS IKNOCK-DOWNTU INA I CT9 ACCENT1. TILE LIGHT BROWN 6 ,x6x3 8 111 CUS ER TOM MEN CT13, G7 CT18, G3 ETR ETR CT18 G3 , ETR ETR CT 18, G3 ETR ETR CT18, G3. ETR ETR- .ETR._ ETR,, P33 ETR 6,1.7,25,44,68 E" IVIS T U E T C A' OF CT10 WALL GLHAMEERED „ of „ TOP AND DB5, IAZED TILE DARK BLUE 6 x6 .x5 16 » 112 S CUSTOMER WOMEN CT1 3, G7 CT18, G3 ETR ETR GT18 G3 ETR ETR CT18 3 G � TR E ETR R CT18' G3 ETR ETR ETR P33 E TR B 17 25 44 68 ► 21. REPLACE DAMAGED FRP 'PANELS. CT12 GLAZED WAL TILE L LIGHT TAN , » 6x6 x5 16 115 GR S U VE TIB LE ETR _ ETR P1.00 - ETR P100 _ ETR P100 _ ETR P100 ETR ETR, 1,4,7,8►10,30 22 » .� WSTALL 48 -HIGH PLASTIC:LAMINATE WAINSCOT W{TH EDGE TRIM AT ALL EXPOSED EDGES. REF 4 A5. DO NOT INSTALL ON BLOCK CTI POR CELAIN FLOOR TILE BROWN „ ,> 12 x 24 x 3 8 116 JANITOR . ETR DB5 ETR ETR 'DB5. . ETR L,FRP1 DB5 ETR . : DBS E TR . : RP L,F 1 . - : ETR - ETR 1,39 WALLS. CT15 , GLAZED £ WALL TILE BLACK ,, ,� 6x6 x5 16 117 OTHER INCOME ETR =- ETR . P100 -- ETR P100 - ETR P100 - ETR . P100: ETR -- , ETR 4 46 23 L 1 I INSTAL 2 PLYWOOD WAINSCOT WITH. TOP ..EDGE .EASED 48 BEHIND 2X$ .WOOD BAS£. AT GYPSUM' WALLS ONLY WHERE INDICATED / CT16 MOSAIC A FLOOR TILE TAN 3x3 x5 16 118 -GR .CART STORAGE ET R ETR ETR P100 ETR ETR .P100,L =- ETR P100 _ ETR P100 ETR - -- ETR , 1,2430 ON PLANS. REF 2--A3. „ CT17 GLAZED WALL' TILE N ALMO D „ „ » 6x6 x5 16 119 AP OFFICE ETR DB5 ETR -P100 pB5 ETR 10 P 0 DB5 ETR P100 DB5 ETR P100; ACT1 . . ETR ' 3 24 » INSTALL 1 2 PLYWOOD WAINSCOT WITH TOP EDGE EASED 48 ON WALLS ONLY WHERE INDICATED ON PLANS. PAINT PLYWOOD TO % CT18 SANITARY FLOOR 'MOLDING SUNSET 122 EDC #�2 ETR -- ETR _ - ETR 'ETR . MATCH -WALL ABQVE, DQ: NQ L .11ETR. . _ - - ETR - ETR. 1,76 . CT19 : GLAZED WALL TILE IVORY 12"x 24N 3/5" ,, 126 SEASONAL SHOP . ETR - ETR P34 - ETR P34 - _ - - ETR ._ P34 . ETR - ETR 1,10,30 26 I 1 REPAINT CEILING GRID IN SALES AREA. CT20 SOLiO 'SURFACE RIVERSTONE 1 1/2 x 24 127 RISER CLOSET ETR. - ETR .. _ ET R _. _ ETR - .:I .ETR _ £TR ETR, 1 REPLACE DAMAGED IDISCOLORED CEILI G TILES TO MATCH EXISTING, � . I . ­ I . .. . I . I CT21 C CERAMIC FLOOR TILE GRAY „ „ . 2.x 2 128 ALCOVE VCT9 DB5 ETR P34 DB5 ETR P34 DB5 ETR P34 DB5 ETR ET P34 ETR - ETR 1,68 .11 8 { 0 OW C CT22 CERAMIC FLOOR TILE GRAY 4 X .. 4 130 ALCOVE. ET R DB5 ETR P40 _ ETR ETR DB5 ETR P40 DB5 ETR P40 ETR . - .. ETR 1 IN AREA OF REMOVED SMOKERS BREAKROOM, IRE -LAYOUT DB5 DURA -TUFF BASE BLACK 5 . i 50 FIRE' CORRIDOR ETR _ ETR P40 _ . ETR ETR DB5 - ETR P40 DB5 ETR P4Q ETR. _ ETR 1,73 30 PAINT EXPOSED HVAC'DUCT WORK''AND PLENUMS P33. DB10 _ DURA TUFF BASE BLACK ,, 10 151 BREAKROOM . VCT9 DB5 ETR P100, PL8 DB5 ETR P83, PL$ . DB5 ETR P83, PL8 DB5 ETR P100 ACT1 -- . ETR 3 22 52 68 72 31. WHERE UNPAINTED ROOF STRUCTURE, DECK, CONDUIT,` AND FIRE SPRINKLER PIPING (FIRE SPRINKLER HEADS TO REMAIN UNPAINTED 1. EC EXPOSED CONCRETE CLEAR SEALER 153 UPS ETR - ETR ETR . MAVE BEEN EXPOSED IN 'SALES AND/OR GROCERY SALES AREA BY .OTHER PORTIONS OF THE OVERALL SCOPE OF WORK, PAINT TO ETR EXISTING TO REMAIN 154 EDC - -- ETR . ETR _ ETR ETR - . - ETR : ACT1 - ETR 3, IL MATCH EXISTING ITEMS OF SAME T)2F 11 I I. #1 ETR - - - ETR - _ ETR _ . . - ETR ETR _ ETR 1 ;S DOOR AND FRAME IbI HARD CEILING L' L. FRP1 FIBERGLASS REINFORCED PLASTIC WHITE 157 BACK OFFICE HALLWAY ETR DB5 ETR P40 DB5 ETR P40 - - _ - . _ . _ ETR - ETR 1;76 P . . FRP2 FIBERGLASS REINFORCED PLASTIC BEIGE FRP W PA ALL NEL 158 JANITOR ETR D610 ETR ETR DB10 ETR L,FPR1 DB10 ETR L,FRR1 DB10 ETR ETR ETR - ETR 1,39 FRP7 FIBERGLASS REINFORCED PLASTIC' GRAY FRP WALL PANEL ..159 SPRINKLER ETR - ETR - - ETR - -- ETR - . _ ETR - ETR - ETR 1 G1 GROUT . DARK GRAY 160 CLAIMS ETR - ETR - E TR - _ ETR _ _ ETR - - . ETR 1 REFER TO SHEET A7 FOR COVE BASE INSTALLATION DETAILS I . I G2 GROUT DARK GRAY 162 FIRE CORRIDOR ETR DB5 ETR P40 - ETR ETR DB5 ETR' P40 DB5 ETR P40 - ETR _ ETR 1 73 , 38 INSTALL PLASTIC LAMINATE INCLUDING UNDER REAR COUNTERTOP G3 GROUT LT TAN 165 CUSTOMER MEN CT13 G7 CT18, G3 ETR ETR CT18, G3 ETR ETR CT18, G3 ETR ETR CT18, G3 ETR ETR ETR P33 ETR 6,17,25,44,68 39 EXTEND PLYWOOD TO 8'-0" AND PROVIDE '8'=0" .FRP PANEL ON ALL WALLS IN JANITOR CLOSET(S). AT ALL OTHER MOPSINK O, G4 GROUT DARK GRAY 166 CUSTOMER WOMEN CT13, G7 CT18, G3 ETR ETR CT18 G3 ETR ETR C T18► G3 ETR ETR CTI$, G3 ETR ETR ETR P33 ETR 6,17,25,44,68 >, , „ �, LOCATIONS, EXTEND PLYWOOD TO 8 -0 AND PROVIDE 8 -0 x8--0 FRP PANEL WALL(S) BEHIND MOPSINK. IF MOPSINK IS IN G5 GROUT IVORY 167 FAMILY TOILET CT13, G7 . CT18, G3 ETR ETR CT18 G3 , ETR ETR CT18 G3 ET R ETR CT18, G3 ETR ETR ETR P33 ETR 6,17,25,44,68,71 CORNER, PROVIDE 8'-0"x8'-0" FRP ON BOTH WALLS SURFACES. DOES NOT APPLY AT SIDES OF MOPSINK ADJACENT TO COOLER O G6 GROUT SILVER 169 PHOTO LAB SITE TO STORE . T VCT9 DB5 G,ETR P34,PL3 DB5. G,ETR P34,PL3 DB5 ETR . P34,PL3 DB5 ETR P34,PL3 ACTI,ACTG - ETR 3,22,52,68 . PANEL. G7 GROUT BROWN 171 UPC/INVOICING VCT9 DB5 ETR P1OO DB5 ETR P100 DB5 ETR P100 DB5 ETR P 10Q AC71 - ETR 3,42>68 4 INSTALL NEW CART RAIL(S). LOCATION TO BE DETERMINED BY FINAL MERCHANDISE PLAN. G13 GROUT . BEIGE . 172 TRAINING VCT9 DB5 ETR P100, PL3 DB5 ETR P100, PL3 DB5 ETR P100 PL3 DB5 ETR P100 P L3 ACT1 ETR 3,22,52,68,72 41. REPLACE DAMAGED SLIDING' GLASS AND HARDWARE ON WALL OPENING PASS-THRU. , . G14 GROUT MUSHROOM 175 MANAGEMENT OFFICE VCT9 DB5 G P100 DB5 G P100 DB5 G P100 DB5 G • P100 ACT1 -- ETR 3,52,68 ICC INTEGRAL COLORED CONCRETE BROWN 176 FIRE CORRIDOR ETR DB5 ETR P40 -- ETR -- DB5 ETR - P40 DB5 ETR P40 ETR . . ETR 1,73 P2 PAINT PARK GRAY "STEELY GRAY" 178 GM RECEIVING ETR -- ETR - ETR - -- - - ETR . - ETR - ETR 1 11 45 PROPERLY S£AL :ALL NEW PENETRATIONS 'IN EXISTING FIREWALLS TO MAINTAIN FIRE RATING. P3 PAINT BLUE „ NOBILITY BLUE"183 ASSISTANT MANAGEMENT OFFICE VCT9 DB5 ETR P100 DB5 ETR P100 DB5 ETR' P100 DB5 ETR P100 ACT1 - ETR 3,52,68 46 CLEAN METAL SOFFIT PANELS. P4 PAINT RED "THEATER RED" PHARMACY .. . 47 CONTRACTOR TO REMOVE EXISTING DOOR, FRAMEI AND HARDWARE AS REQUIRED TO CREATE NEW 10'.-O" X 10'-0" OPENING. REF P5 PAINT SAF SAFETY, YELLOW SAFETY YELLOW OSHA STANDARD 300 PWARMACY ClC1 B9 G P40 B9 G P40 B9 STRUCTURAL L 11, P6 PAINT "HONORABLE G P40 B9 G P40 ACTI,ACTG - go -oft 19 48, P ISI USSES CR MATCH EXISTING TOREMAIN. BLUE BLUE" 301 PHARMACY TOILET VCT9 B9 G FRP1 B9 G FRP1 B9 G FRP1 B9 G FRP1 G . .P33 10'--0" 19 4 P AS D ESTS N S PS. P8 PAINT WHITE "PURE WHITE" 302 PHARMACY CHECKOUT ClB9 G PL4,P34 B9 G PL4,P34 B9 PL4 G P40 - _ -- INSTALL MISSJbIG 0 D . CLOSURE 5 0 N ND P14 PAINT YELLOW "GOLQENROD" FOOD SERVICE TENANT . 51. PAINT ALL , STEEL COLUMNS AND '"STEEL CANOPY STRUCTURE TO MATCH ADJACENT WALL. PAINT UNDERSIDE OF CANOPY P33. 1F P16 PAINT GRAY "SOFTWARE' SOFTWARE. 402 DINING AREA ETR ETR ETR ETR ETR ETR ETR T £ R ETR ETR ETR ETR : STEEL CANOPY HAS NOT PREVIOUSLY BEEN PAINTED -DO -NOT PAINT. P17 PAINT TAN "ROW HOUSE TAN" 404 KITCWEN ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR T ETR ETR ETR ETR ETR ETR ETR ETR... 2 2 52 INSTALL WALL GUARD T A 0 R 0 ALL PEN WALL AREAS. ENSURE' ALL GYP BD WALLS ARE PROTECTED. P113 PAINT GRAY "GRIZZLE GRAY" GARDEN CENTER . _ETR 53 REMOVE FRP AND PAINT AROUND COMPACTOR DOOR OPENING TO 8 -0' AFF, 8 -0' WIDE P2. P2 3 PAINT WHITE » „11 54 PAINT BATTERY TIRE STORAGE AREA INCLUDING' CANOPY COLUMNS AN BEAM T M / D £ M 0 MATCH EXTERIOR COLOR SCHEME. DO NOT PAINT WHITE ORCHID 500 CANOPY ETR - ETR - ETR -- - ETR - ETR - ETR - ETR 4 9 FENCE OR PLASTIC SLATS IF APPLICABLE. IF STEEL CANOPY HAS NOT PREVIOUSLY BEEN PAINTED DO NOT PAINT. . P33 PAINT WHIT£ "DOVER WHIT£" 501 GARDEN CENTER ETR ETR -P36 _ ETR P36 _ ETR P36 - - P36 J ETR 48 55 PAINT WALLS P39 TO '8 --O AFF AND P37 FROM 8 -0 TO ROOF DECK. P34 PAINT LIGHT BLUE �� » HINTING BLUEI. AUTO CENTER . . 56 PAINT HAND . RAILS ENTIRELY AND STAIRS DOWN TO THE BULK HEAD P5, P36 PAINT BLACK "DOMINO" 600 LUBE AND TIRE MOUNTING AREA ETR - ETR . . PS - ETR P8 ETR P8 - ETR P8 ETR P33 ETR 1,4,30,51,62 57 INSTALL 2X10 WOOD BASE W CHAMFERED TOP TO ALL NON -CMU WALLS. DO NOT PAINT. P37 PAINT WHITE "WHITE HYACINTH" 601 TOILET ETR DB5 ETR FRP1 DB5 ETR FRP1 D85 ETR FRP1 DB5 ETR FRP1 ETR P33 ETR 25,44 P38 PAINT DARK TAN "PORTABELLO" 602 MECHANICAL ETR - ETR ETR ' - ETR ETR - ETR ETR - ETR ETR ETR ETR ETR 1 QR- ENTRY TILE TRANSITION STRIP F 1Y WAL-MARI, INSTALLED BY GO I P39 PAINT LIGHT TAN ''CAMELBACK" 61 AT: SYSTEM.CARPET INSTAL P40 PAINT "GARDENIA" 603 SECURITY ETR DB5 ETR ETR DB5 ETR ETR DB5 ETR ETR. DB5 ETR ETR ETR P33 ETR 25 61. SIG CLEAN ALL SIGNS. GARDENIA 604 CUSTOMER AREA VCT9 DB5 ETR P34,PL3 DB5 ETR P34,PL3 DB5 ETR P34,PL3 DB5 ETR P34 ACT1 - ETR 3,4,22,52,68 62 PAINT SHOP HALLWAY P38. P41 PAINT BEIGE "PRACTICAL BEIGE" 605 STORAGE ETR WB10 ETR ETR -� ETR ETR - ETR ETR - ETR ETR ETR ETR ETR 1,57 63 CLEAN FRP WALLS. P43 PAINT YELLOW "AFTERGLOW" 606 WAITING AREA VCT9 DB5 ETR P34,PL3 DB5 ETR P34,PL3 pB5' ETR P34,PL3 DB5 ETR P34 ACT1 - ETR' 3,4,22,52,68 P44 "ENJOYABLE 64 REPLACE HALF WALL OAK CAP W SOLID SURFACE. PAINT YELLOW YELLOW" 607 OFFICE VCT9 DB5 ETR P100 . DB5 ETR P100 DB5 ETR P100 DB5 ETR P100 ETR P33 ETR 25.68 65 INSTALL' BASE DB70 UNDER COOLER DOORS ENTIRE .LENGTH OF RUN. INSTALL PLA TO 48 ON WALLS AT SIDE OF COOLER DOORS. P47 PAINT YELLOW 608 SUPPLY ETR DB5 ETR P100 DB5 ETR ' P100 DB5 ETR P100 DB5 ETR P100 ETR P33 ETR 6 67 DO NOT PAINT INSTALL 5" DIA, 48" LONG PVC TUB .W SCREW CAP FOR REMODEL PLAN STORAGE. MOUNT INSIDE EDC 1. IN ADDITION TO P58 P76 PAINT PAINT GREEN "BONSAI TINT" 609 LUBE PIT 'ETR ETR - ETR ETR ETR ETR - ETR ETR - ETR ETR ETR ETR ETR 25 56 EXISTING TUBE. BLUE BLUE" 610 TIRE AND BATTERY STORAGE A -- ETR ETR -- C,M - - -- - -- E F - '' " 12 -9 54 P82 PAINT MEDIUM 68 REMOVE' EXISTING FLOOR TIL£ AND IN,STALL NEW AS SCHEDULED GOLD GOLDEN GATE 614 ENVIRONMENTAL CAGE • A - ETR. ETR - C,M - - £ . -- C _ F 12--9 " 54 69 PATCH AND REPAIR EXISTING .SANITARY FLOOR MOLDING AS REQUIRED P83 PAINT MEDIUM BROWN _"COBBLE . BROWN" VISION CENTER T • 70 INSTALL 5/8" IMPACT RESISTANT GYPSUM BOARD TO 48 AFF. P85 PAINT DARK SAND. "MEXICAN SAND" 700 OPTICAL SALES PVC1 B9 ETR P40 B9 ETR P40 B9 ETR P40 B9.. ETR. P40 ACT3 -L. ETR 18,19 71. PAINT ' BOTH SIDES 'OF OOR AN 00 FRAME 102: FA I Y TOILET. P86 PAINT LIGHT SAND "AUGUST MOON" 701 LAB PVC1 B9 ETR P40 B9 ETR P 40 B9 ETR P40 B9 ETR- P4p ACT3 _ ETR 18,19 72 PAINT 69TH' SIDES OF DOORS AND DOOR FRAMES P100. BREAKROOM AND. TRAINING ROOM P$t3 PAINT MEDIUM. ORANGE "ROOKWOOp CLAY" 702 CONTACT SALES PVC1 B9 ETR P40 B9 ETR P40 B9 ETR P40 B9 ETR . 74 PAINT PLYWOOD WAINSCOT AND WOOD ' BASE P6 BLUE. P94 PAINT MEDIUM TAN "EXTERIOR DROMEDARY CAMEL" 704 RECORDS PVC1 B9 ETR P40 B9 ETR' P40 B9 ETR P40' B9 ETR P40 P40 ACT3 ACT3 _ ETR ETR 1819 18,19 75 PAINT PLYWOOD WAINSCOT AND WOOD BASE P14 YELLOW. . P96 PAINT MEQIUM TAN "WHEAT PENNY' „ 705 EXAM 1 # PVC1 B9 ETR P40_ B9 ETR P40 B9. ETR ' P40 B9 ETR P40 ACT3 - ETR 18,19 76 'GLEAN ALL MECHANICAL AND ELECTRIC CAGES. P98 PAINT MEDIUM TAN CREEK » 706 EXAM #2 PVC1 89 ETR P40 B9 ETR P40 B9 ETR P40 B9 ETR P40 ACT3 - ETR 18,19 . . . P100 PAINT MEDIUM BLUE +SOAK NOTABLE HUE 707 WAITING AREA PVC1 B9 ETR P40 B9 ETR P40 B9 ETR P40 B9 ETR P40 ACT3 - ETR 1$,19 C AO70-SG P101 PAINT YELLOW "GUSTO GOLD" TENANTS . PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU P102 PAINT MEDIUM TAN "CORK WEDGE" � 800 BANK ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR _ ETR 2,61 1 WALLS) WITH EPDXY PAINT: PAINT ALL METAL DOORS AND METAL FRAMES TO P103 PAINT TAN "TOASTY" . 801 WAL-MART MONEY CENTER ETR DB5 ETR P47 DB5 ETR P47 DB5 ETR P47 pB5 ETR P47 ACT1 - • ETR 3,61 MATCH ADJACENT WALLS UNO.. WHERE ADJACENT WALLS ARE UNFINISHED PAINT PF4 PREFINISHED METAL DARK ZINC 802 REGAL NAILS ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR 2,61. D ETA FRAM PF5 PREFINISHED METAL BROWN - HAIR CARE PL3 PLASTIC LAMINATE. NAVY 810 SALON VCT9 89 ETR -- B9 ETR B9 ETR B9. ETR ACTT ETR 3,61,68 PL4 PLASTIC LAMINATE WOODGRAIN . 811 UTILITY VCT9 B9 ETR - B9 ETR _ . B9 ' ETR. _ B9 ETR - ACT1 - ETR 3,68 .. PL8 PLASTIC LAMINATE SAND 812 STORAGE ETR -- ETR ETR -- ETR ETR - ETR ETR - ETR ETR ETR - £TR 1 . PL9 . PLASTIC LAMINATE .DARK GRAY GROCERY . PL15 PLASTIC LAMINATE BROWN 900. GROCERY SALES VCT9, VCT11 DB5 ETR P14,PL4 DB5,DB10 ETR P14,PL4 DB5,DB10 ETR P14,PL4 pB5 . ETR - ETR P33 C ETR A070 -RFS -G 1,10,11,22,30,52,68 PL18 PL19 PLASTIC LAMINATE PLASTIC LAMINATE MEDIUM TAN CHAMPAGNE 901 SERVICE DELI � ETR SCB5 G FRP2 ETR ETR ETR CT2,ACT ---- ETR 34 . PL20 PLASTIC LAMINATE TAN 902 DELI PREP ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ' ETR ACT2 --- ETR 3,21,34,63 . EIR EXISTING TO REMAIN PL23 PLASTIC LAMINATE ©ARK GRAY 906 BAKERY ETR ETR ETR ETR SCB2 G ETR ETR ETR ETR ETR ETR.. ETR CT2,ACT - ETR 21,34.36.63 •. PVC1 PVC PLANK FLOORING WOODGRAIN 909 PRODUCE PREP ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ACT2 - ETR 3,20,21,36,63 QT3 QUARRY TILE GRAY 6"X6" ABRASIVE 912 MEAT PREP ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR - ETR 21,34,36,63 .11 . QT31 QUARRY TILE REp 6"X6" ABRASIVE 914 ALCOVE VCT9 DB5 ETR P40 DB5 ETR P40 DB5. ETR P40 DB5 ETR P40 ACT1 - ETR 3,68 RF1 RESINOUS FLOOR GRAY 917 PLUMBING MECH ROOM ETR - ETR - - - ETR - ETR -- ETR ETR 1 . RF2 RESINOUS FLOOR RED 918 FIRE CORRIDOR P5 DB5 ETR P40 DB5: ETR P40 -- ETR ETR p85 ETR P40 ETR - ETR 1 SST1 SOLID SURFACE TAHITI DESERT 920 GR RECEIVING ETR - ETR - - ETR - - ETR . - - ETR - ETR ETR 1,39,53 COOLER FREEZER PANEL SCB1 SANITARY COVE BASE RED 8 H ANTIMICROBIAL PLASTIC FOR QUARRY TILE 923 STOCKROOM g25 SEAFOOD PREP ETR - ETR ETR - ETR ETR -- ETR ETR - ETR ETR ETR -- ETR 1` P TRANSLUCENT WALL PANEL SCB2 SANITARY COVE BASE GRAY 8 H ANTIMICROBIAL PLASTIC FOR QUARRY TILE 935 CAKE DECORATING ETR ETR ETR FRP2 ETR' ETR FRP2 ETR ETR FRP2 ETR ETR FRP2 ACT2 ETR 3 34 36 Q i R SS ROOF PANELS SCB4 SANITARY COVE BASE . RED 8" H ANTIMICROBIAL PLASTIC ETR ETR ETR FRP2 - -- - ETR ETR ETR -- - - CT2,ACT . ETR 34,36,6$ T CEMENT BOARD SCB5 SANITARY .COVE BASE GRAY 8' H ANTIMICROBIAL PLASTIC TC TEXTURED CONCRETE . _ VCT9 VINYL COMPOSITION TILE WHITE 12"x12"x1 8" �,."� VCT11 VINYL COMPOSITION TILE BEIGE 12"x12"x1 6" ADDED ROOM 130 . VCT12 VINYL COMPOSITION TILE TAN 12"x12"x1 8" . WB 2x8. WOOD BASE 5 WB10 2x10 WOOD BASE , .. . . ,, . '.. . . .. .1 I. L 1. 11 WG BLACK PLASTIC WALL GUARD BLACK I . / 111. .: I I I � I I . 1.11.!Ipb i 710 Wes# Roselavki Drive Rogers; Arkansas 72756 :Phone: 479.636.3545 Fax: 479.636.1209 William DoI.uglas Hurley, ' Florida: License No AR91919 Barry L. McNeill Florida Uoense No AR0016853 W �';,:i 6 " N zz Q' Z 4 Q w -- z P i3 iE O z a 1o�ao � z w. X%! i=od�So oabX 0O ffN '.i6<0 a� � . 00 VIP, aX w 8v'q>_ d8S,l a , w�zo tr �pqrs . w o _1 aK �5�`wzcwia> y'`Qi 0 QO aaOOn: $. m: F� W k' r IX I In Ln 6a 80<R =Wtr06040O,2 N �a crat�na�aaLai�Ic�ia� %&*,�;A RLP/RF/SW DRAWN BY a . ., 1=1 192 p a%.. DOCUMENT DATE: 02-06-09 x 11541 . Q © tC I -4CV. ;4 Pr 6 a I .< ow z C Awa P4 ry Q o 1 acs go . P." V o cit . . R9 C� _ C = . I R I 0 ISSUE BLOCK 1 03-06-09 ADDENDUM #3 A04-15-09 CCD #2 Q 05-04-09 CCD #3 05-12-09 CCD #4 CHECKED BY: RLP/RF/SW DRAWN BY , TP PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 OFi0 "I 5 � �' m ,, • "` m_' m 0016853 m •m o A� ,p.. m®mmom m~m _ she ¢M^( MAY 1 3 2009 ROOM FINISH SCHEDULE .1 rrr►iwr�wrrw�r SHEET: I., AT� L _ _ 1 -- I . . . I � I I � . I I . I . I I . I . I I I . . . I I I . I . . . . I I � � I . � . . I . I . . I : I I � . I . I . . I I . . � I I . I I . I I I I . . � . I . I � . . � . . I . I I ... . . . . . . � I . . I . . � I � I I . � . . I I . I . : . I . � . I I . I I I I I � 1 .. I : . I I I . . . , H . -. . . DETAIL REFERENCES ARE TO SHEET A8.1; UNO. . DOOR SCHEDULE NOTES . .. .. MARK ROOM NAME DOOR FRAME FIRE NOTES MARK . RATING 1. SCHEDULED WIDTH AND HEIGHT INDICATE NEW/ TYPE MATERIAL QTY NOMINAL SIZE GLASS NEW/ TYPE MATERIAL DETAIL . . . ETR W H T' ETR HEAD JAMB THRESHOLD (MIN). s FINISHED OPENING SIZE. . , „ — __. .. 2. AUTOMATIC SLIDING .DOOR: SCHEDULED WIDTH 100A SALES ETR E HM—STL 1 3 —0 7 —0 1 3 4 __ ETR ___ __.. ___ „ _—_ 7 100A . AND HEIGHT INDICATE ROUGH OPENING SIZE AND _ „ ,_ » 3 4 --- — — - --- -- 7 100E 1006 SALES ETR F HM STL 1 39—O7O1 / ETR — OUTSIDE DOOR FRAME DIMENSIONS. _ '-- '_ 3 4" --- --- ---- -- -- 7 100L 100L SALES ETR F HM STL 2 4 0, 7 O 1 / ETR ___ . 3, SIGNAGE. PROVIDE 1 HIGH LETTERS IN ,_ ,_ » ___ _ _ 100M :SALES ETR F HM STL 2 4 0. 7 0 1 3/4 ETR_ ___ --- -�— 7 100M . CONTRASTING COLORS TO BACKGROUND, TEXT » » „ �_— _ . . » 100N SALES ETR F HM-STL 1 4 —0 7 —0 1 .3/4 ETR ----- --- --- ---- ----- --- 7, 100N L IL .. TO READ THIS DOOR TO REMAIN UNLOCKED ___ 1g1A GM VESTIBULE NEW AA ' ALUM 1 FV FV 1 1 2 TEMP NEW -� ALUM 5—A8 4—A8 3-A8 1,3,7,59 101A 71oVvastRoseiawngrive DURING BUSINESS HOURS SIGNAGE / . Rogers,'Mansas72766 II1II�I M'2c2I=1:. 0=LIrIII I.1I .' .I9 §I�� rII II SEALANT BOTH --- M . A -AS 3-A8 ---- 1,3,7,59 101E FURNISHED BY WAL--MART AND INSTALLED BY 101 B GM VESTIBULE NEW AA ALUM 1 FV FV 1 1 2 TEMP NEW ALU 5 8 4 Phone: 479,836:3545 . SIDES - -- . GENERAL CONTRACTOR. 102A JANITOR ETR F HM--STL 1 3'-0" 7'=0" 1 3 4" -- ETR ___ _.-� _ . I - ;29634,54 102A t=ax:a7s.I. los REF SECTION FOR 4. INSTALL SECTIONAL DOOR TRACK RETURN AT 103A OTHER INCOME' ETR D ALUM 1 3'-fi" 7'-O" 1 1 2 TEMP ETR --- --- ---- -----� ___ ___ 3,17, 103A. t oou lasHdde' . . Will aro g . Y WALL CONDITION MAXIMUM HEIGHT AND AND AS CLOSE TO ROOF ,_ _ _-_ __ _ __- .......- ___ .. -- ___ ..:.. _ 1 5,14 104A Florida Moshe No AR91919 104A GM CART STORAGE NEW S1 STL 1 18-O 4 8 ETR „ STRUCTURE AS ALLOWABLE BY MANUFACTURER. „ BarryL.McNatil . _ ._ 1 3.4 --- --�-_ ----- _ 29,54 107A . 1/4SHIM 107A CASH ETR F HM. STL ; 1 3 0 7 0 ETR Florida License No AR001 . 5. INSTALL REPLACE FLEXIBLE STRIP DOOR. ,, „ , . / - - - --_ --- --- --- - --- --- U INU FR U D 108A COUNTING ETR F . HM STL 1 3 0 7 O 1 3/4 ETR 29,54 108A , ALM M AME 6. NOT SE „ » 109A EQUIPMENT ETR' - F HM-STL 1 3 --0 7 -0 1 3 4 ----- ETR -.-- -- �_ . . --- _ . -- 29,34 109A RECEPTOR AT 7. SIGNAGE. PROVIDE 1 HIGH LETTERS IN Q / ........ HEAD ONLY _ » 1 3 4" _- -- ETR --- --- -- -- - -- - 7,29 11 OC CONTRASTING COLORS TO BACKGROUND, TEXT 1100 CORRIDOR ETR F HM STL 2 4 0 7 .4 / w y�y, v . t. : I ./1 II. 1 — .'�I I II. . .L .....I I I I . I ,/5 I. . --1 I .4 I . I.. .. �1I..1fX I - . q. r/I /. I _�eIIL I /I _1f—II ._.<I . I,.. II ,� � I . 1. I ­. . _ -- - ---- - - 3 4 HR 7,29 11OG oz .' - TO READ IN EMERGENCY PUSH TO OPEN t. 11OG CORRIDOR ETR F HM-STL 2 4 0 7 -0 1 3/4 ETR / v� WALL BEYOND » -_ _ o, ZWF z0f2jE . 8. FULLY GASKETED FOR NEUTRALIZATION. 115A GR VESTIBULE NEW AA ALUM 1 FV' FV 1 1/2TEMP NEW - ALUM 5-A8 4-A8 3_A8 1,3,7,59. 115A w o 2-eft ,Q v iF 9. DOOR, FRAME AND HARDWARE BY CONTRACTOR. ,� __ _ --- 1 3 7 59 115E °" ir4 WaoaWa AUTOMATIC 115B GR VESTIBULE NEW AA ALUM 1. FV FV 1 1/2 TEMP NEW ALUM 5 A8 4-A8 3-A8 , , ago�o SUB -FRAME BY CANOPY MANUFACTURER. 116A JANITOR ETR F HM-STL 1 3 -0 7'-O 1 3/4 --- ETR ---- --- --- --- --- 29,34,54 116A p a�,s SLIDING OR » " » H . a�H F .10. NOT USED " / „ _... � 0 �-a$rz X 8 MANUAL DOOR 11. NOT USED .117A OTHER INCOME ETR D ALUM 1 3 -6 7 -O 1 1/2 TEMP ETR - --__ ___ --- -- 3,17 .117A Z �"•c <q pa.b REF SCHEDULE » T ST 1 STL 1 , » » - - --- ETR - -- --- --- -- --- 1,5,14 118A 0 io, I ;1 12. PROVIDE 1 CLEARANCE BETWEEN EDGE OF 118A GR CAR ORAGE NEW S 12 -0 4 -8 - --- - STRIKE SIDE OF DOOR AND ADJACENT --- -- _ . - - --- -- --- < zva, ol-rnaca�'�ae 119A AP OFFICE ETR F HM-STL . 1 S-0" 7'--0" 1 3/4" ETR --'- - - -- 29. 119A a XQ ��,.� w�Pyuo (,� /� �'`� CASEWORK. 122A EDC #3 ETR F HM-STL 1 S-0" 7'-=0" 1 3/4" ---- ETR ------ -- --- _. _ 29 . 122A � cx • o�i'�4 Utz,,c`'i� z 1 1 E l'1V 13. NOT USED # , " » _--_ --- --- --- �� R co 126A SEASONAL SHOP ETR AA ALUM 1 12'-O 8 -0 1 1/2 TEMP ETR 16,17 126A N �--& z a. . 1 1/2 = 1 -O ' C\00$1-005 14. REPAIR AND ADJUST EXISTING DOOR TRACKS » „ ___ _-- -- -__ _ _-- 7,29 1265 07 i -C19 an aawo / 126B. SEASONAL SHOP ETR F HM-STL 1 3 0 7 -0 1 3/4 ---- � ETR --- AND ALL ACCESSORIES. 15. NOT USED 127A RISER CLOSET ETR F HM-STL 1 3'-O" 7,r O„ 1 3/4 --- ETR - --- -- ----- -�-- --- 29 127A 16. REPAIR EXISTING AUTOMATIC SLIDING DOOR. _ f, , » 1 3 4». ___ ETR --- ---- - _-- ---- 3 4 HR 7,29 . 128B 1285 ALCOVE ETR F HM STL PR 3 -0 7 -0 / 17. REPLACE BROKEN, MISSING, OR DAMAGED 130B ALCOVE NEW E PLAST ' PR 3'-0" 7'-O" --- ACRYL ` ETR ---- STL--BP ----- ----- ___ . __ 24 1306 GLASS. 150A FIRE CORRIDOR ETR F HM-STL 2 3'-0" T-0" 1 3 4" ----_ ETR --- - --- - 7,29 150A 18. REMOVE EXISTING DOOR AND HARDWARE. / . EXISTING FRAME TO REMAIN. INSTALL HINGE 150C FIRE CORRIDOR ETR R STL 1 8'-0" 9,_O.-- --- ETR ___ _ _ ___ ---3/4 HR 55 150C .. . FILLER' PLATE AND STRIKE FILLER PLATE IN 150E FIRE CORRIDOR . NEW E PLAST PR 3'-0" 7'-0" --- ACRYL ETR . -- STL-BP --- --- -- 24 150E . . . - HOLLOW METAL FRAME. 150D FIRE CORRIDOR ETR F HM-STL PR 3'-0" 7'-0» 1 3/4" --- ETR - ---- --- --- --- 3/4 HR 7,29 150D . . 19. WELDED FRAME W/CONTINUOUS HINGE. 151C BREAKROOM ETR N HM-STL 1 3'--O" 7'-0" 1 3/4" TEMP ETR ----- --- ---- --- --- -- 29 151C 20. REPLACE DAMAGED SECTIONAL DOOR PANELS. 151D BREAKROOM ETR N HM-STL 1 3'-O 7'--0 1 3/4" WIRE ETR -- --- --- --- -- /4 HR 29 151D 21. REPAIR. EXISTING DOOR. 153A UPS ETR F HM-STL 1 3'-0" T-0" 1 3 4" TEMP, ETR --- --- ---- ----- -- ___L29,34,54 153A . 22. FLEXIBLE TRAFFIC DOOR COLOR TO BE KHAKI. --- --PAINT DOOR FRAME P17. 159A SPRINKLER ETR V CL 1 S-0" 7'-0" -- - -- --- STL-P ---- ---_ 38 159A . . . 23. NOT USED. 162A FIRE CORRIDOR ETR F HM--STL 2 S -O" 7'-O" 1 3/4" --- ETR -__ _-_ ___ ___ - _ 7,29 162A 24. FLEXIBLE TRAFFIC DOOR COLOR TO BE -BLACK. 162B FIRE CORRIDOR ETR R STL 1 6'-0" 9'-0" --- --- ETR___ _-_ . __ --- -- 3/4 HR 55 1625 GLAZING PAINT DOOR FRAME TO MATCH ADJACENT WALL. 162C FIRE CORRIDOR ETR R STL 1 8'--0" 9'--0" - --- ETR . ----- - -- --- 3/4 HR 55 162C . ALUMINUM SLIDING 25. NOT USED 162D FIRE CORRIDOR ETR F HM-STL PR 3'-0" T-0" 1 3/4" - ETR -- - --- --- --- --�. -- 3/4 HR 7,29 162D 26. NOT. USED _ _ - --- --- BREAKAWAY I DOOR FRAME. 27. NOT USED 165A CUSTOMER MEN NEW F HM--STL 1 3'-0" 7-0" 1.3/4" -- NEW 1 HM 7 6 35 165A DOOR PIVOT ( ALUMINUM FRAME 28. NOT USED 166A CUSTOMER WOMEN ETR F HM-STL 1 S-0" 7'-0" 1 3/4" --- ETR --- --__ _-:_ __ __- -- 29 166A » 29. REPAIR AND ADJUST EXISTING DOOR HARDWARE 1 4 SHIM 167A FAMILY TOILET ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- __ ---- --- -- 29. 1fi7A » - 29 54 171 A .. ___ _ M 0 � TO PROPER WORKING CONDITION.. HM STL 1 3 --0 7-O 1 3/4TEMP. ETR _- -- __- ___ ___ ___ oa „ ¢ 171A UPC INVOICING ETR N w SEALANT BOTH SIDES 30. REPAIR DAMAGED GATE. <+ 31. REMOVE DOOR CLOSER. PATCH AS NEEDED. 172A TRAINING NEW N HM-STL 1 S-0" 7'-�0" 1 3/4' TEMP. ETR -__ ___ ___ _-- . --__ 35 172A... �`.. 32. ENLARGE DOCK DOOR OPENING. INSTALL NEW 175A MANAGEMENT OFFICE ETR N HM-STL 1 3'-0" " 7'--O" 1 3/4" TEMP ETR ------ ---- -- ---- --- ---- 29,34,54 1.75A F-`•--� , J---- ANCHORS PER SEALS. 176A FIRE CORRIDOR ETR F HM-STL. 2 S-0" 7'-0" 1 3/4" -- ETR _---- --- --- ___ ___ , ___ 7,29 176A �+ % . 1 MANUFACTURER - 33. INSTALL/REPLACE STOP. REF SPEC 176B FIRE CORRIDOR ETR R STL 1 8'-0" 9,-0►, ___ --- ETR --- --- -__ --- ---3/4 HR 55 176B � r`- WALL CONDITION 34. INSTALL 5"X20" WINDOW IN DOOR. - -_- -- ___ _-- -_- Q 176C FIRE CORRIDOR ETR R STL 1 " 9'-0" ETR - 3/4 HR 55 1716 C C. L I J A M V REF SECTION 35. INSTALL REPLACE ALL DOOR HARDWARE. REF __ __ --- -- I � 9. / 176E FIRE CORRIDOR NEW E PLAST PR 3'-0" 9'-0 - ACRYL NEW STL-BP 9 8 24 176E . 4 1 1/2" = 1'-O" C\0081-004 SPEC 176F FIRE CORRIDOR ETR F HM-STL PR 3'-a" 9'-0" 1 3/4 --_ ETR __ -__ __ _-- --- 3/4 HR 7,29 176F ' 36. INSTALL/REPLACE EXIT DEVICE OR EXIT ALARM. , » » » d REF SPEC 178A GM RECEIVING ETR F HM-STL 1 3 --0 7-o 1 3 4 --- ETR -- ----- --- --- _--- --- 7,29 178A ON Z 37. INSTALL/REPLACE ONE-WAY VIEWER. REF SPEC 1786 GM RECEIVING NEW S1 STL 1 6'-O" 8'-8" --- TEMP NEW. ---- --- 10 3 ___ w..,.... 1,4,5 178B . 38. ENSURE GATE IS OPERATIONAL AND LATCHES. 178C GM RECEIVING NEW S2 STL 1 8'-0" 8'-B" ---- TEMP NEW ----- __ 2 1 --- _ 1,4,5 178C W 39. REPAIR DAMAGED EXTERIOR WALL CORNERS AT 178D GM RECEIVING NEW S2 STL 1 80-008P-8" ---. TEMP NEW ---- --- 2 1 ----- ---- 1,4,5 178D C7 . ROLL DOOR OPENINGS. 178E GM RECEIVING NEW S2 STL 1 80_0» 8,-81 -_ TEMP NEW - --- . 2 1 ___ --- 1,4,5 178E F- ' 40. INSTALL/REPLACE ELECTROMAGNETIC DOOR 179A GM STOCKROOM NEW E PLAST PR 3'-0" 9'-0" --- ACRYL NEW --- STL-BP 9 8 --- --- 24 179A 7 L. • HOLDER(S). REF SPEC 183A ASSISTANT MANAGEMENT OFFICE ETR N HM-STL 1 S -O" 7'-O" 1 3/4" TEMP ETR --- .-__ __ _ --- --- 29.54 29,54 183A . 41. INSTALL/REPLACE BUTTS. REF SPEC PHARMACY ' 42. INSTALL/REPLACE CYLINDER(S),' THUMBTURN, , 3OOF PHARMACY NEW U ALUM 1 3-O3P-2--- --- NEW 1 ALUM 6 -PHI --- ---- --- 1 300E . LOCK, LATCH AND/OR DEADLOCK. REF SPEC 300G PHARMACY NEW F HM-STL 1 3'-0" 7'-0" 1 3/4" --- NEW i HM 7 6 --- -- 54 30OG 43. INSTALL/REPLACE PUSH AND/OR PULL. REF SPEC 300H PHARMACY NEW U1 ALUM 1 25'-7" 9'-q" --- --- NEw ___ __ 7-PH1 12-PH1 __ , . ___ .--- 300H 44. INSTALL/REPLACE THRESHOLD. REF SPEC 300J PHARMACY NEW U ALUM 1 S-0" 3'-2" --- --- NEW . 1 ALUM 6 -PHI --- - ___ 1 300J 45. INSTALL/REPLACE SAFETY HASP AND STAPLE. 301A PHARMACY TOILET NEW F HM-STL 1 3'-0" 7'-q" 1 3/4" --- NEW 1 HM 7 fi -- �- 54 301 A REF SPEC 302A PHARMACY NEW Y1 PLAST 1 3'-0" 2'-8" --- ---- NEW ---1--- -__ __- ___ _ .._ 12 302A .. 46. INSTALL/REPLACE SURFACE BOLT(S). REF SPEC FOOD SERVICE TENANT . -AUTOMATIC SLIDING DOOR 47. INSTALL REPLACE FLUSH BOLT(S). REF SPEC 402A DINING AREA ETR . F HM-STL . 1 3'-0" T -O" 1 3/4 ---- ETR -- -- --- ---I---_-- .---- 7,29 402A ISSUE BLOCK . 48. INSTALL/REPLACE DRIP CAP. REF SPEC - 11 IIr 404A KITCHEN ETR N HM-STL 1 3'-0" 7-0"' 1 3/4 TEMP ETR •----- --__ -__ ___ _.-._ ___ 29 404A GLAZING 49. INSTALL REPLACE DOOR COORDINATOR. REF 03-06-09 ADI DENDU INTERIOR SPEC / GARDEN CENTER 1. ALUMINUM FRAME BEYOND 501H GARDEN CENTER ETR VV OM 1. 4'-O" 8'-0" ----- ----_ ___ --- -- __ . ___ _ 38 501H • CYLINDER. 04-15=09 CCD ___ - -- EX IDR 50. REF SPECREPLACE DOOR ALARM AND 501J GARDEN CENTER ETR VV OM 1 4'-O" 8'-0" -•-- ---- __:.. _-- _-- _-:.- 38 501J O 51. INSTALL REPLACE ELECTROMAGNETIC LOCK. REF 501E GARDEN CENTER ETR VV OM 1 4'-0" 8'-0" ---- ---- ----- --- --- - --'--` --- -- 38 501L 4 05-04-09 CCD' CONTINUOUS SEALANT AT BOTTOM / . OF DOOR FRAME BEYOND . SPEC AUTO CENTER . __ 05-12-09 CCD 52, INSTALL/REPLACE MAIL SLOT. REF SPEC 6OOA LUBE &TIRE MOUNTING ARE NEW G HM-STL . 1 3'-0". 7-0" 1 3/4" TEMP ETR -- - -- ---- - 3,35 600A . CONT SEALANT AT ALL EDGES - �- _ I. OF THRESHOLD BEYOND II .. 53. INSTALL/REPLACE LOCK GUARD. REF SPEC 6005 LUBE & TIRE MOUNTING ARE NEW G HM-STL 1 S-0" 7'-O" .1 3/4" TEMP ETR --- --- --- _-- --- - 77 3,35 600B hI 4, ' 54. INSTALL/REPLACE ARMOR PLATE AND/OR 6000 LUBE & TlRE MOUNTING ARE ETR S3 ' STL 1 12'-0" 9'-5" -•-•-- ACRYL --- --- - - --- --- -- --- 14,17,20 600C 4 COUNTER SUNK 1 /4 x2 KICKPLATE 600D LUBE & TIRE MOUNTING -ARE ETR S3 STL 1 12'-O" 9'-5" --- ACRYL --- ---- --- --- -- --- --- 1417 20 600D EXPANSION ANCHORS AT 12" 55. REPAIR DOOR, TRACK AND ACCESSORIES TO _ ' II OC AT THRESHOLD BEYOND LIKE -NEW CONDITION 600E LUBE &TIRE MOUNTING ARE ETR S3 STL 1 12'-O" 14'-1" ---- ACRYL --- --- --- ---- ---- ---- - 14,17,20 600E . .. u (�j I. 56. INSTALL/REPLACE DEADBOLT LOCK. REF SPEC 60OF LUBE & TIRE MOUNTING ARE ETR S3 STL 1 12'-O 14'-1" ----- ACRYL --,- --- --- ---- ----- --- --- 14,17,20 60OF H H 57. INSTALL/REPLACE DOOR HOLDER. REF SPEC 60OG LUBE & T1RE MOUNTING ARE ETR S3 STL 1 12'-0'' 9'-5" --- ACRYL --- ------ _�._ ___ _-- 14,17,20 .600E ,1 = ,_ » 58. INSTALL REPLACE CONTINUOUS GEARED HINGE. 600H LUBE ,& TIRE MOUNTING ARE. ETR S3 STL 1 . 12'-0" 9'-5" --- ACRYL --- --- -•-- _--- ---- --- --- 14,17,20 600H 3 - 1 0 032789 A081-003 / REF SPEC 600J LUBE & TIRE MOUNTING ARE ETR S3 STL 1 12'-.0» 9'-5» --- ACRYL ---- --- --- ---- --- --- ----- 14,17,20 600J . 5 59. PROVIDE NECESSARY ALUMINUM MOLDING TO 600K LUBE &TIRE MOUNTING ARE ETR 53 STL 1 12'-O" 9'--5" -- ACRYL -- ---- ----- --- - --- --- 14,17,20 600K COVER EXPOSED STRUCTURAL MEMBERS, EACH 600L LUBE & TIRE MOUNTING ARE ETR F HM--STL 1 S-0" 7'-0" 1 3 4 --- ETR --- ----- ---- --- -- ---- 7,29 600L. . SIDE OF DOOR -- I . 600M LUBE & TIRE MOUNTING ARE ETR U. STL 1 8'-0" 3'--8" 1 3/4" - - ___ _ .___ __ ___ --- 3/4 HR 55 600M . . 600N LUBE & TfRE MOUNTING ARE ETR U STL 1 10'-0" 3'-8" 1 3/4" ----- ETR --- _:-- --- --- ---- 3/4 HR 55 60ON GENERAL, NOTES 60OR LUBE & TIRE MOUNTING ARE NEW V CL 1 3'--0" 4'-•0" --_ __..-. ___ ___ -__ _-- -__ _-_ -__ . 38 600R _ R 2" 2,1 _ - 601 A TOILET NEW F HM-STL 1 3'_00 7-0" 1 3/4 - - ETR -__ ----- --- ___ -._... 35 601A CHECKED B RP/RF/SW `A` 602A MECHANICAL ETR F HM--STL 1 4'-0" 8'-0" 1 3/4' --- ETR —__ _ --- --- —_ --_ 7,29 602A I. TEST FIRE DOORS (OVERHEAD COILING OR 602B MECHANICAL NEW N HM--STL 1 4'—O" 7'—O" 1 3/4" TEMP ETR ---- -- --- ___ --- 3/4 HR 35 602B DRAWN BY: TP/ ItE. .�I . I _ I . ACCORDION TYPE). 603A SECURITY ETR F HM-STL 1 S -O" 7'-0" 1 3/4" --- ETR -- --- --- - -_- --- 29,34 603A PROTO: 2. REPAIR OVERHEAD COILING DOOR ASSEMBLY TO 604A CUSTOMER SERVICE NEW G HM-STL 1 S -O" 7'-0" 1 3/4" TEMP . ETR --- ------ -- -- 3/4 HR . 35 604A WORKING CONDITION AS REQUIRED. 605A STORAGE ETR F HM-STL 1 4'-q" 7'-O" 1 3/4" ---- ETR -- --- --_ ---- ----- --- 29,34 605A PROTO CYCLE: 03-27 . 3. REPLACE DAMAGED OR MISSING OVERHEAD 3, O» 7, O„ 1 3/4» I . . . I .r 1 1 . . . . . I . . I I L I r . . . I . I . DiI� - i;: Lj' 1 COILING DOOR SHROUDS AT RATED CORRIDORS. 607A OFFICE ETR F HM-STL- 1 - - -- ETR --- --- --- --- --- --- 29,34,54 607A .. _ __ _ _ DOCUMENT DATE: 02-06 FV 4. REPAIR ALL DAMAGED ACCORDION FIRE • DOOR 608A SUPPLY NEW N HM-STL 1 3'-0" T-0" 1 3/4" ---- ETR --_ _ ___ ___ ___ 3/4 HR 29,35,54 608A PROVIDE NECESSARY ALUMINUM - SHROUDS AND POCKETS. 610B TIRE AND BATTERY STORAGE NEW VV OM PR 4'-O" 11'-0" ---- --- --- --- STL-P - --- ----, -- --- --- 610B MOLDING TO COVER EXPOSED 5. INSTALL/REPLACE ALL WEATHERSTRIPPING AND 6146 ENVIRONMENTAL CAGE NEW VV OM PR 4'-O" 11'-0" --•-- _-_ _-_ ___ STL-P ---- ___ ----- --- --- 61.4B . HOLLOW METAL -- STRUCTURAL MEMBERS, EACH SIDE GASKETS AT ALL EXTERIOR HOLLOW METAL VISION CENTER . > OF WINDOW DOORS. REF SPEC u_ 701A LAB . ETR G HM-STL 1 3'-0" 7'-O" 1 3/4" TEMP ETR --- --- ___ ----_ --- --- 17,29 701A FV 6. NOT USED B0 7. INSTALL/REPLACE REINFORCING PIVOT, 702A CONTACT SALES NEW G HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP NEW 1 HM 7 ' 6 --- --- I I � II . j 34,35 702A . . S SILENCERS AND/OR CLOSER, IF LISTED IN DOOR 705A EXAM 1 ETR F HM-STL 1 3'-0" 7'-0" 1 3/4 - - ETR --- ___ _.._ _ _-- --- 29 705A . I . I . I L . L I . . . I . . . I11 11 . ALM HARDWARE SPECIFICATION, AT ALL INTERIOR 706A EXAM 2 ETR F HM-STL 1 3'-q" 7'-0" 1 3 4' --- ETR -- - -- --- --- --- ---- . 29 706A STOREFRONT HOLLOW METAL DOORS. REF SPEC. TENANTS . c/Aoao-w) 8. . NOT .USED 801A WAL-MART MONEY CENTER ETR F HM-STL 1 S-0" 7'-O" 1 3/4". --- ETR - ---_ --- ___ ___ __ 7;29 801A . . MATERIAL KEY C/A08q-FKEY 802A REGAL NAILS ETR F HM-STL 1 3'-0" 7'-O" 1 3/4" ---- ETR --- ---- --- --- --- ---- 7,29 802A FRA1V11.- TYPE NDOW i 802H REGAL NAILS ETR F HM--STL 1 3'-0" T -q" 1 3 4' --__ ETR ----_ _--- --- _ ___ _ 7,29 802H . r ACRYL ACRYLIC HAIR CARE 2 3/169'= 1'-0" 6&3/16" = 1'-q" AL ALUMINUM LINK 809A STORAGE ETR F HM-STL 1 S-0" 7'-O" 1 3/4» .--- ETR --- --- -__ __- _-- --- 29,34 809A . WIr . ALUM ALUMINUM 810A SALON ETR F HM-STL 1 S-0" 7'-q" 1 3/4" ----- ETR --- -- , --- - ___ - .7,29 810A I I . . � II I � I I . L . I I I L I .__�. I I . I I I L . . L. a CL CHAIN LINK 81 OB SALON ETR F HM-STL 1 3, O„ 7,-•O» 1 3/4„ -__ ETR --- --- ___ . --__ --- --- 29,34 8105 3 MOTION DETECTOR 811 A UTILITY ETR F HM-STL 1 3 -0 7 -0 1 3/4 - ETR --- =-- --- --- --- . --- 29,34 811 A o TYP HM HOLLOW METAL . 1111 L I . . I �r00<�. l:) 0__jc0w__) . I a, �� . c�. I HM-STL HOLLOW METAL -STEEL GROCERY v rn „ 901A SERVICE DELI NEW E PLAST 1 3'-O" 7'-O" ___ ACRYL ETR --- STL-BP ------ ___ _-- -- . 22 901A 1/4 TEMPERED OM ORNAMENTAL METAL II 4, ' -� 3 902A DELI PREP NEW E PLAST PR 3'-0" 7'-O" --- ACRYL ETR -- STL-BP ---- __- --- --- 24 902A Ii " GLASS TYP PLAST PLASTIC 909A PRODUCE PREP ETR F HM-STL 1 3'-p" T -q" 1 3/4 --- ETR ___ ___ ___ ___ __- 7,29 909A �;� , ', � YN/j" . M SLIDE SLID MUNTIN BAR CLEAR VIEW STL STEEL 9095 PRODUCE PREP NEW E PLAST PR 3'-0" 9'-0" --- ACRYL ETR - STL-BP ---- ---- -- 24 9096 `P' I . 11 � . ­L-1�FI-_`__ _:-�10,0 r' I v VISION PANEL STL-P STEEL' PIPE _ '". 0 M / 2 CRASH 909D PRODUCE PREP NEW E PLAST PR 3$-O7'-0-�-- ACRYL NEW ----- STL-BP 9 8 -- -- 24 909D _-_.: � BARS AT 6» 5»x18'' STEEL .STL-BP STEEL BENT PLATE 909E PRODUCE PREP NEW E PLAST PR 3'-0" 7'-0" --- ACRYL ETR --- STL-BP--- --- .�__ ---- 24 909E � ani t° 2" CRASH BARS AT _ JAMB » A 0016053 C) o I » AND 24 TYP GUARDS TEMP TEMPERED 912A MEAT PREP NEW E PLAST 1 3'-6 6 -8 ---- ACRYL ETR _ - STL-BP ___ __- - •-- 24 912A ,� L __ .._ 1 i' rti 6 AND 24 TYP _ . _­­__= _ = ., 914A FIRE CORRIDOR ETR F HM-STL RR 4'-0" 9'--0" 1 3 4" --- ETR' -- - . - --- --- ---_ /4 HR 7,29 914A �• ,,, I » 2IpDIi/— '-0 HIGH •,...• L ,+ 10 BOTTOM 917A PLUMBING/MECHANICAL ETR V CL 1 S -O" 8'-0" ___ TR __ __- _-- _-_ ___ -- 38 917A A� - - 0 ° AA 10 BOTTOM STILES D STILES TYP IMPACT BUMPER F 918A FIRE CORRIDOR ETR F HM-STL 2 3'--0" T -q" 1 3/4' -- -LTR ETR --- --- --- --- --- 7,29 918A N ON'EACH .SIDE AUTOMATIC SLIDING TYP ` FULL GLA55 FLEXIBLE OF DOOR FLUSH 918B FIRE CORRIDOR ETR R STL 1 8'-0" 9'-0" ---- ETR -- --- --- ----- ------ /4 HR 55 9185 . SO-SX--SX-SO (STOREFRONT) TRAFFIC C/A080-DRF A� °� 112604 , » , » ... .. ..-. -- 9180 It�6 i 2009 �\ 0 918C FIRE CORRIDOR ETR R STL 1 8 -0 9 -0 ETR ---- --- ---- ----- 4 HR 55 C/A080-DRAA C/A080-DRD C/A080-DRE '� 080 06 1080- 112604 . » , „ -- --- _ -- ---- 918E FIRE CORRIDOR NEW E PLAST PR 4 -0 9 -0 --- ACRYL ETR - STL-BP 24 918E Ip _ _ _ .. -- --- --- --- --- . . . v . 920A GR RECEIVING NEW S2 STL 1 6'-0" 8'-8" TEMP 4 3 1;4,5 920A =. . POCKET REF DOOR SCHEDULE 920B GR RECEIVING NEW S2 STL 1 8'-0" 8'-8" ---- TEMP NEW - —. 2 1 --- --- 1.4,5 9206 E. 920C GR RECEIVING NEW S2 STL 1 8'—O" 8'-8" TEMP NEW ---- ___ 2 1 ___ _-- 1,4,5 920C i N - FOR OPENING. WIDTH 6 6 5" 6" C 00 _ ! : • •- - ®®®� : • : : ®=�®®�® � • 1 1 ®®���®m®®�� . -.• i ... - - - ®"EMMM®!MEM®LL Q® ��® � ♦°°o • O • ®®�• / ��® ��®i •. DOOR %���°�°�Ill u ! 11 ii � . I 0 d c 0 0 ., I N R S1 S2 S3 :I �/ __ `,` / Y1 11=, IOVG, VVIR, ;7VLA, wwo, `.!vvuo sosE, s12A, 918E AND 925A . 00 0 �' o HALF GLASS C/A _DRG NARROW LITE C/ADao-DRN ACCORDION SECTIONAL SECTIONAL SECTIONAL COILING $ C CHAIN LINK p FLEXIBLE TRAFFIC c/Aoao-DR>!1 ADDED DOOR 1306 DELETED DOOR 162E I I _ -d 112604 112604. FOLDING OVERHEAD OVERHEAD OVERHEAD c/Aoao-uRu c/aoao-DRu1 C/A _DRV C/A042905 062405 .� C/A080-DRR 112604 I U C AD80-DR53 112604 112604 012706 112604 W o I N 00�. SLIDE 0 \_ . I . I \/ . . . I I L I I . . DOOR ' TYPES. . Ii: i I . I . . X ,r !.II1 . .. . 1 3/16" _ 1,-0» I. . . I I . . I . I - . I SHEET: . I . 0 L" . � p Z.�. . 'I II . io I LI r- IL . . A8. 1 ��­,' _I I �_ � ;I �� � II .. . :: Ii . . I . r I !�� � �� ..1 : ! I d � L� .. I1 I . � , .� .. LL I I .... I.. i I . . . L .. >= " M n . ao -P. _ ! : • •- - ®®®� : • : : ®=�®®�® � • 1 1 ®®���®m®®�� . -.• i ... - - - ®"EMMM®!MEM®LL Q® ��® � ♦°°o • O • ®®�• / ��® ��®i •. DOOR %���°�°�Ill u ! 11 ii � . I 0 d c G ., I N R S1 S2 S3 U 1 �/ __ `,` / Y1 11=, IOVG, VVIR, ;7VLA, wwo, `.!vvuo sosE, s12A, 918E AND 925A . 00 0 �' o HALF GLASS C/A _DRG NARROW LITE C/ADao-DRN ACCORDION SECTIONAL SECTIONAL SECTIONAL COILING COILING CHAIN LINK v v ORNAMENTAL FENCE FLEXIBLE TRAFFIC c/Aoao-DR>!1 ADDED DOOR 1306 DELETED DOOR 162E -d 112604 112604. FOLDING OVERHEAD OVERHEAD OVERHEAD c/Aoao-uRu c/aoao-DRu1 C/A _DRV C/A042905 062405 O C/A080-DRR 112604 C/A080-DRS1 112604 C/Aa 2604RS2 C AD80-DR53 112604 112604 012706 112604 W o I N 00�. \_ . I . I \/ . . . I I L I I . . DOOR ' TYPES. . Ii: I . I . . X ,r !.II1 . .. . 1 3/16" _ 1,-0» I. . . I I . . I . I - . I SHEET: . I . 0 L" . � p Z.�. . 'I II . I LI I . IL . . A8. 1 ��­,' _I I �_ � ;I �� � II .. . :: Ii . . I . r I !�� � �� ..1 : ! I d � L� .. I1 I . � , I .. LL I I .... I.. I_I_­­1--------__I I . . . L .. C 0 0) C 0 a o 3: 'v 0, 0o 0 N Q N ....c 0 r. 0 o N > E � rn d !, C rI -o M0 g c 0- 0 0 V) rn4 QO �i t X X X o0 zr VARIES , Ilk SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC 2 LN DOOR HEAD 9 1 1/2$0 = 1'-O" DOOR —1/4" STEEL PLATE CHANNEL WELD TO CHANNEL ABOVE AND GRIND SMOOTH PROVIDE COUNTER SUNK HOLES FOR 3/8" SCREWS AT 18" OC `-SEALANT BOTH SIDES VA� JAM B 8 1 1/2" = 1'-0" VA"I "I CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING DOOR a7HEAD 1 1/2" = 1'-0" DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE. WALL [VARIES[ JAMB 6 1 1/2" = 1'-0" AIR CURTAIN. REF MECH. MOUNT PER MFR RECOMMENDATIONS. BTM OF AIR CURTAIN TO BE FLUSH WITH TOP OF FLEXIBLE STRIP DOOR. 2'-0" MAX 1'-10"x4"x1 /4" BENT PLATE - BRACKET ATTACHED TO CMU iii i u U WITH (2) 2 1/4"x1/4" >, „ TAPCONS L4 x4 x4 x1 /4 4„ WITH 3"x1 /2" iii ANTI -SWAY BRACKET AT OPEN ENDED i i i EACH END REF 5-A8.1 i OVERHEADDOOR 1 -10 - _ SLOT TRACK CONTINUOUS SEALANT OVERHEAD DOOR TYP " DOCK SEAL AT ° - - 1 /8 i i i BRUSH WITH ALUMINUM HO DER TRUCK DOCK ONLY, ON BOND BREAKER REF D OR i i i MOUNT ON SMOOTH "---- FASTEN ANTI -SWAY i SCHEDULE FOR LOCATION i i FACE CMU ONLY BRACKET ASSEMBLY --iINSIDE OVERHEAD DOOR MOUNT. INSTALLED NS ALLEDPER TURERS TO UNISTRUT WITH NUT AND WASHER EXTEND 1'-0" BEYOND DOOR. i i INSTRUCTIONS AT BOTTOM OF i i i�' RETURN TO WALL AT ENDS. REF OVERHEAD DOOR EXISTING MASONRY r )'i DOOR SCHEDULE FOR LOCATIONS LINTEL THREADED ROD ii FLEXIBLE STRIP DOORS EXISTING ANGLE UNISTRUT ATTACHED TO iii I i EXISTING MASONRY WALL AIR CURTAIN PER MFR OVERHEAD DOOR TRACK i RECOMMENDATIONS woe., EXISTING ANGLE EDGE OVERHEAD TRACK ABOVE �` i S' i VINYL WEATHER CONT BACKER ROD INTERIOR VINYL WEATHER STRIP EXISTING ANGLE I STRIP EXISTING SMOOTH FACE.=fl AND SEALANT EACH OVERHEAD DOOR AND i i EXISTING ANGLE i i CMU BEHIND DOCK SEAL SIDE OF DOCK SEAL TRACK BELOW EXISTING MASONRY WALL CONT BACKER ROD AND " SECTIONAL PER MFR OVERHEAD DOOR I INSTRUCTIONS AIR CURTAIN SEALANT EACH SIDE OF I OVERHEAD DOOR UNIT coNr SEALANT INTERIOR EXTERIORF1 INTERIOR INSTRUCTIIONSER MFRHIr11 ; EXTERIOR INTERIOR AIR CURTAIN CONTSEALANT HEAD JAMB HEAD JAMB 5 1 1/2$) = 1'-0" A081-005 4 1 1/2" = 1'-0" A081-004 3 1 1/2" _ 11-0" 2 1 1 /2" = 1'-O" � 1 1/2 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Cn NzWP OU) XWz U w �vU g3 F_ 8U. -,-W zaW000`s %< iriAa5oolAgg� z O yU N00 in oaZqC �- "'L'iEo CDCw.. Uw 0 �a rn � &iL VV)8 a azwr zW,c�r C- o�oQz$-wat° H Nrwn O¢��twnw��z�agoa V) aoaan.wcaZ w w C3 Co o 40% CN ooh W � oW rC) O © I C) � w ISSUE BLOCK A03-06-09 I ADDENDUM #3 A 04-15-09 CCD #2 CHECKED BY: BRUSH WITH ALUMINUM HOLDER DRAWN BY: ON BOND BREAKER REF DOOR PROTO: SCHEDULE FOR LOCATIONS PROTO CYCLE: INSIDE OVERHEAD DOOR MOUNT. [DOCUMENT DATE: EXTEND 1'-0" BEYOND DOOR. RETURN TO WALL AT ENDS. REF DOOR SCHEDULE FOR LOCATIONS FLEXIBLE STRIP DOORS OVERHEAD DOOR TRACK 6"x3/8" DIAMETER HEADED STUD ANCHORS AT 16" OC VINYL WEATHER STRIP 4%4#0x1/401 ANGLE I OVERHEAD DOOR CONT SEALANT INTERIOR 10 HEAD 1 1/2" = 1'-0" A010-010 VARIES , Ilk SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC 2 LN DOOR HEAD 9 1 1/2$0 = 1'-O" DOOR —1/4" STEEL PLATE CHANNEL WELD TO CHANNEL ABOVE AND GRIND SMOOTH PROVIDE COUNTER SUNK HOLES FOR 3/8" SCREWS AT 18" OC `-SEALANT BOTH SIDES VA� JAM B 8 1 1/2" = 1'-0" VA"I "I CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING DOOR a7HEAD 1 1/2" = 1'-0" DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE. WALL [VARIES[ JAMB 6 1 1/2" = 1'-0" AIR CURTAIN. REF MECH. MOUNT PER MFR RECOMMENDATIONS. BTM OF AIR CURTAIN TO BE FLUSH WITH TOP OF FLEXIBLE STRIP DOOR. 2'-0" MAX 1'-10"x4"x1 /4" BENT PLATE - BRACKET ATTACHED TO CMU iii i u U WITH (2) 2 1/4"x1/4" >, „ TAPCONS L4 x4 x4 x1 /4 4„ WITH 3"x1 /2" iii ANTI -SWAY BRACKET AT OPEN ENDED i i i EACH END REF 5-A8.1 i OVERHEADDOOR 1 -10 - _ SLOT TRACK CONTINUOUS SEALANT OVERHEAD DOOR TYP " DOCK SEAL AT ° - - 1 /8 i i i BRUSH WITH ALUMINUM HO DER TRUCK DOCK ONLY, ON BOND BREAKER REF D OR i i i MOUNT ON SMOOTH "---- FASTEN ANTI -SWAY i SCHEDULE FOR LOCATION i i FACE CMU ONLY BRACKET ASSEMBLY --iINSIDE OVERHEAD DOOR MOUNT. INSTALLED NS ALLEDPER TURERS TO UNISTRUT WITH NUT AND WASHER EXTEND 1'-0" BEYOND DOOR. i i INSTRUCTIONS AT BOTTOM OF i i i�' RETURN TO WALL AT ENDS. REF OVERHEAD DOOR EXISTING MASONRY r )'i DOOR SCHEDULE FOR LOCATIONS LINTEL THREADED ROD ii FLEXIBLE STRIP DOORS EXISTING ANGLE UNISTRUT ATTACHED TO iii I i EXISTING MASONRY WALL AIR CURTAIN PER MFR OVERHEAD DOOR TRACK i RECOMMENDATIONS woe., EXISTING ANGLE EDGE OVERHEAD TRACK ABOVE �` i S' i VINYL WEATHER CONT BACKER ROD INTERIOR VINYL WEATHER STRIP EXISTING ANGLE I STRIP EXISTING SMOOTH FACE.=fl AND SEALANT EACH OVERHEAD DOOR AND i i EXISTING ANGLE i i CMU BEHIND DOCK SEAL SIDE OF DOCK SEAL TRACK BELOW EXISTING MASONRY WALL CONT BACKER ROD AND " SECTIONAL PER MFR OVERHEAD DOOR I INSTRUCTIONS AIR CURTAIN SEALANT EACH SIDE OF I OVERHEAD DOOR UNIT coNr SEALANT INTERIOR EXTERIORF1 INTERIOR INSTRUCTIIONSER MFRHIr11 ; EXTERIOR INTERIOR AIR CURTAIN CONTSEALANT HEAD JAMB HEAD JAMB 5 1 1/2$) = 1'-0" A081-005 4 1 1/2" = 1'-0" A081-004 3 1 1/2" _ 11-0" 2 1 1 /2" = 1'-O" � 1 1/2 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Cn NzWP OU) XWz U w �vU g3 F_ 8U. -,-W zaW000`s %< iriAa5oolAgg� z O yU N00 in oaZqC �- "'L'iEo CDCw.. Uw 0 �a rn � &iL VV)8 a azwr zW,c�r C- o�oQz$-wat° H Nrwn O¢��twnw��z�agoa V) aoaan.wcaZ w w C3 Co o 40% CN ooh W � oW rC) O © I C) � w ISSUE BLOCK A03-06-09 I ADDENDUM #3 A 04-15-09 CCD #2 CHECKED BY: RF/SW DRAWN BY: JM PROTO: 192 PROTO CYCLE: 02-27-09 [DOCUMENT DATE: 02-06-09 co . APR 2 4 2009 SHEET: A 8.1 C? a g c 0 � rn 'ts m p 0 0) 0 . 00 a 0 �r N/ N0 U-) 0 w >� cn4-j 04 �u N 0) 0 0,0 5 = C/ 0 � I � L a� v r- O ro ao 000 <0 U- x x PO z pC a ai COUNTER TOP SST1 BASE CABINET 13 TION ft A090-013 1x2 SUPPORT 2'-O" 1/4- CHAMFER AT PLASTIC LAMINATE AND PLASTIC LAMINATE HARDWOOD ON 3/4" SUBSTRATE EDGE TOP SEALED PL20 is HARDWOOD EDGE TRIM 2x2 SUPPORT Tom' i 3/4" INTERIOR 7" DIAMETER GALVANIZED PIPE WITH FLANGE -SCREW o TO DIVIDERS OMITTED I AT DIRECTS DESK M 3/4" PLYWOOD DIVIDERS 3/4" SEALED PLYWOOD BACKING 5" DURATUFF PLASTI BASE &,,) SOFTLINE/DIRECTS DESK SECTION 8 i0_10-061 122603 A090-008 FIXTURE AND CABINET DIMENSIONS ARE CRITICAL TO ADAAG AND LOCAL ACCESSIBILITY CODE REQUIREMENTS. ENSURE INSTALLATION COMPLIES. SINK AS SCHEDULED 2► --1" , (REF PLUMBING) ONE PIECE PREFORMED x ROLLED FRONT COUNTERTOP BY PLUNKETT DISTRIBUTING 1-800-833-4393 CONTACT HOLLIE PIERCE 1x4 WOOD BLOCKING g" PROVIDE UNDERSINK PROTECTIVE ENCLOSURE MIN EQUAL TO TRUEBRO BASIN GUARD. a U I I N N 04 PLASTIC LAMINATE ON % PLYWOOD PANELS z ENDS (BEYOND) g Z;4� 11" MIN PLASTIC BASE DB5 BREAKROOM SINK SECTION 6 1" - 1'-0'► A090-016 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE SEALED 2'-6" HARDWOOD EDGE TRIM LINO TYP �4" • PLASTIC LAMINATE ON 3/4" PART_ ICLE BOARD PL20 ..J CONTINUOUS 2x4 BLOCKING PLASTIC LAMINATE ON 3/4" PLYWOOD PL15 1 1,/4" OD STEEL 0° z PIPE AT 48" 0 AX. N PAINT P36 SIDE PANEL BEYOND FLANGE ATTACHMENT ENSURE ALL FLANGES ARE CONTINUOUS 2x4 SECURELY ATTACHED TO BLOCKING COUNTER AND FLOOR COUNTER SECTION 12 A090-012 3/4" CORNER MOLDING WHERE COUNTER MEETS WALL 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE EALED HARDWOOD EDGE TRIM TYP. pG SUPPLIED AND LLED BY CONTRACTOR N CV DURATUFF LASTIQ— ASEIDB51 1 0o IOTI=: ERIFY LOCATION OF IERCHANDISE MARKING ESK WITH WAL-MART LOOR PROJECT MANAGER 20-00 SOFTLINE/ �l DIRECTS DESK PLAN 7 3/,90=11-001 113001 A090-007 NOTE: =.:E: INSULATE ALL EXPOSED PIPING AT SINK 12'-O" 3'-11" 3'-0'• r --SINK , 5'--i" CONT SEALANT CONT SEALANT WHERE COUTNERTOP 2'_0 COUNTER TOP MEETS WALL 4 R I w 15 BA WG SUPPLIED AND INSTALLED BY CONTRACTOR - RLP/RF/SW DRAWN BY 0 BULL N BOARD SCH ONTINU v PROTO CYCLE: 03-27-09 ROOM QTY SIZE 9 M a0 SIZE i R N ASSET PROTECTION N 4'X4' N R OFFICES OTHER THAN THOSE LISTED II• I I rrr�rrrirrrririiriiciriiiririrrrrii� r 0 to 2 4'X8' 1 PRODUCE PREP \ 41X8' i BREAKROOM i', • I \ / \ / CASH 2 4'X4' II ■Il�i�in, 1 04' 1 COUNT 2 04' 1 TRAINING 91 4'X8' 1 G� •110 4 XB 1 s 2 4'X8' 1 MANAGERS OFFICE 1 2 1 r� L11. 1 3 15 BA WG SUPPLIED AND INSTALLED BY CONTRACTOR - PLASTIC '� LAMINATE 3/4" SUBSTRATE PL4 B A' 1 1 00 I 2/--O" a 00 f CV LAMINATE ON BSTRATE BSTRATE BLE SHELVES LAMINATE ON BSTRATE DIVIDER ND FRONT EDGE OD, EDGE TRIM TYP ALANT TYP. INET SECTION i i' -r •er r rrrrririsrririfcriiiiiuriiiiriiiui■ • COUNTER TOP COUNTER TOPSST1 SST1 31-0" 2'-3" /6 COUNTER TOP SST1 4 4 1 2._6» L KI G UNO CONT M Y Iw j" SEALANT 2 WG " " WHERE 1'-81 SUPPLIED AND 3 I 3 MEETS WALL INSTALLED BY PLASTIC LAMINATE 4N 3/4 CONTRACTOR_I PL4 TRATE ADJUSTABLE SHELVES CONTINUOUS 2x4 HARDWOOD EDGE M TYP TRIM BLOCKING 1'-8" - - -- —3/4- SUBSTRATE DIVIDER 3/4" SUBSTRATE a .a AT 3'-0" OC MAXIMUM ADJUSTABLE SHELVES o I PLASTIC LAMINATE ON 1/2" PL4 R 1 1 /4" OD STEEL j CIJ TRATE BACKING I z PIPE AT 48" MAX. UNO PAINT 336 PLASTIC LAMINATE ON C4 i PL4 M 3/4" SUBSTRATE DIVIDER SIDES AND FRONT EDGE CONTINUOUS SEALANTPLASTIC LAMINATE AT TOP OF BASE ENSURE ALL FLANGES ARE ' PL4 " SUBSTRATE SECURELY ATTACHED TO PLASTIC LAMINATE ON L4 FRONT AND 4 PLASTIC BASE COUNTER AND FLOOR 3 4" SUBSTRATE a 69 FLANGE ATTACHMENT 5" PLASTIC BASE PL4 1x3 WOOD DB5 DB5 DB5 BLOCKING 1'` 10" 2x4 WOOD PLASTIC LAMINATE ON 3/4" 0. BLOCKING SUBSTRATE BOTTOM PL4 ABINET SECTION 10 CABINET SECTION COUNTER SECTION A090-011 1" - 1'-0" A090-010 91 "=1'-0" 113001 A090--009 -......-_..--------- %2" PLYWOOD -BACKIN t URFACE-MOUNT TO } ALL REF SPEC 0610 �- �i ADJUSTABLE SHELVING' AND STANDARDS i l '1 ANAGER' 6 RLP/RF/SW DRAWN BY 0 BULL N BOARD SCH ONTINU v PROTO CYCLE: 03-27-09 ROOM QTY SIZE 9 M a0 SIZE i R N ASSET PROTECTION N 4'X4' N R OFFICES OTHER THAN THOSE LISTED c0 0 0 to 2 PLASTIC '� LAMINATE 3/4" SUBSTRATE PL4 B A' 1 1 00 I 2/--O" a 00 f CV LAMINATE ON BSTRATE BSTRATE BLE SHELVES LAMINATE ON BSTRATE DIVIDER ND FRONT EDGE OD, EDGE TRIM TYP ALANT TYP. INET SECTION i i' -r •er r rrrrririsrririfcriiiiiuriiiiriiiui■ • COUNTER TOP COUNTER TOPSST1 SST1 31-0" 2'-3" /6 COUNTER TOP SST1 4 4 1 2._6» L KI G UNO CONT M Y Iw j" SEALANT 2 WG " " WHERE 1'-81 SUPPLIED AND 3 I 3 MEETS WALL INSTALLED BY PLASTIC LAMINATE 4N 3/4 CONTRACTOR_I PL4 TRATE ADJUSTABLE SHELVES CONTINUOUS 2x4 HARDWOOD EDGE M TYP TRIM BLOCKING 1'-8" - - -- —3/4- SUBSTRATE DIVIDER 3/4" SUBSTRATE a .a AT 3'-0" OC MAXIMUM ADJUSTABLE SHELVES o I PLASTIC LAMINATE ON 1/2" PL4 R 1 1 /4" OD STEEL j CIJ TRATE BACKING I z PIPE AT 48" MAX. UNO PAINT 336 PLASTIC LAMINATE ON C4 i PL4 M 3/4" SUBSTRATE DIVIDER SIDES AND FRONT EDGE CONTINUOUS SEALANTPLASTIC LAMINATE AT TOP OF BASE ENSURE ALL FLANGES ARE ' PL4 " SUBSTRATE SECURELY ATTACHED TO PLASTIC LAMINATE ON L4 FRONT AND 4 PLASTIC BASE COUNTER AND FLOOR 3 4" SUBSTRATE a 69 FLANGE ATTACHMENT 5" PLASTIC BASE PL4 1x3 WOOD DB5 DB5 DB5 BLOCKING 1'` 10" 2x4 WOOD PLASTIC LAMINATE ON 3/4" 0. BLOCKING SUBSTRATE BOTTOM PL4 ABINET SECTION 10 CABINET SECTION COUNTER SECTION A090-011 1" - 1'-0" A090-010 91 "=1'-0" 113001 A090--009 -......-_..--------- %2" PLYWOOD -BACKIN t URFACE-MOUNT TO } ALL REF SPEC 0610 �- �i ADJUSTABLE SHELVING' AND STANDARDS i l '1 ANAGER' 6 Q, BASE BEYOND --j a L --SCALD SHIELD PROTECTIVE COVER to CABINET ELEVATION 3 1/2" = 1'-0" 013004 A090-003 ONE PIECE PREFORMED ROLLED FRONT COUNTERTOP BY PLUNKETT DISTRIBUTING 1-800-833-4393 CONTACTHOLLIE PIERCE PREFABRICATED OAK FACE AND TRIM COUNTER BASE SUPPLIED AND INSTALLED BY CONTRACTOR -2" DIAMETER HOLES AT BACK OF COUNTER 4" !10„! f10"I1O. I 2' BASE BEYOND 111-691 RK S 122603 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE SEALED HARDWOOD EDGE TRIM TYP 3. ATION A090-006 BULLETIN BOARD SCHEDULE RLP/RF/SW DRAWN BY CONTINUOUS 2x4 BULL N BOARD SCH ONTINU D PROTO CYCLE: 03-27-09 ROOM QTY SIZE NOTES ROOM QTY SIZE NOTES ASSET PROTECTION 1 4'X4' 1 OFFICES OTHER THAN THOSE LISTED c0 0 UNO PAINT P36 T4 to 2 4'X8' 1 PRODUCE PREP \ 41X8' 1 BREAKROOM 2 C14, I \ / \ / CASH 2 Q, BASE BEYOND --j a L --SCALD SHIELD PROTECTIVE COVER to CABINET ELEVATION 3 1/2" = 1'-0" 013004 A090-003 ONE PIECE PREFORMED ROLLED FRONT COUNTERTOP BY PLUNKETT DISTRIBUTING 1-800-833-4393 CONTACTHOLLIE PIERCE PREFABRICATED OAK FACE AND TRIM COUNTER BASE SUPPLIED AND INSTALLED BY CONTRACTOR -2" DIAMETER HOLES AT BACK OF COUNTER 4" !10„! f10"I1O. I 2' BASE BEYOND 111-691 RK S 122603 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE SEALED HARDWOOD EDGE TRIM TYP 3. ATION A090-006 BULLETIN BOARD SCHEDULE RLP/RF/SW DRAWN BY CONTINUOUS 2x4 BULL N BOARD SCH ONTINU D PROTO CYCLE: 03-27-09 ROOM QTY SIZE NOTES ROOM QTY SIZE NOTES ASSET PROTECTION 1 4'X4' 1 OFFICES OTHER THAN THOSE LISTED c0 0 UNO PAINT P36 T4 ASSISTANT MANAGERS OFFICE 2 4'X8' 1 PRODUCE PREP 1 41X8' 1 BREAKROOM 2 4'X8' 1 SUPPLY LEADING TO TLE RESTROOM) 1 1 4'X8' 1 CASH 2 4'X4' 1 TLE MANAGERS OFFICE 1 04' 1 COUNT 2 04' 1 TRAINING 2 4'X8' 1 WU.RJTEjY AEX omm00%Oft1U A W Y BACK OFFICE 4 XB 1 INVOICING 2 4'X8' 1 MANAGERS OFFICE 1 2 1 08' 1 3 4r NOTES. 1. ALL BULLETIN BOARD LOCATIONS TO FIELD PROJECT MANAGER BE DETERMINED BY 41-0" w OR 8'-'0" 0 0 2 W m 0 OUNTI 5 UNO PLASTIC LAMINATE 0 3/4" SUBSTRATE PL20 AT ALL AREAS N VISIBLE TO CUSTOMER 8'-0" UNO CONT SEALANT WHERE COUNTERTOP MEETS WALL ,1 COUNTER SECTION G in e it—On noso—ooz WU COUNTER TOP C WG) SUPPLIED WHEN BULLETIN BOARD AND/OR SCHEDULE BOARD OCCURS AT HALLWAY PLYWOOD WAINSCOT, FURR PORTION OF BOARD ABOVE PLYWOOD TO BE FLUSH. A 0 BULLETIN BOARDS TOGETHER, BUTT t° EDGES FOR SMOOTH TRANSITION. 1" M 1'-O" SCHEDULE BOARD A090-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 v, W oc flow U- <� � � �� R z Sig ha F c� zx FS N CUR IfI � 0� RLP/RF/SW DRAWN BY CONTINUOUS 2x4 PROTO: z PROTO CYCLE: 03-27-09 BLOCKING 02-06-09 0 1 1/4" OD STEEL PIPE AT 48" MAX. 1Qo c0 0 UNO PAINT P36 T4 0 cv BE 36" OC MAX. FOR CBL COUNTER M Q O c 1 ao ENSURE ALL FLANGES ARE SECURELY ATTACHED TO C-4 COUNTER AND FLOOR i-- FLANGE ATTACHMENT ,1 COUNTER SECTION G in e it—On noso—ooz WU COUNTER TOP C WG) SUPPLIED WHEN BULLETIN BOARD AND/OR SCHEDULE BOARD OCCURS AT HALLWAY PLYWOOD WAINSCOT, FURR PORTION OF BOARD ABOVE PLYWOOD TO BE FLUSH. A 0 BULLETIN BOARDS TOGETHER, BUTT t° EDGES FOR SMOOTH TRANSITION. 1" M 1'-O" SCHEDULE BOARD A090-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 v, W oc flow U- <� � � �� R z Sig ha F c� zx FS N CUR IfI � 0� RLP/RF/SW DRAWN BY a PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 1Qo Ix O ©w PA LLI M O c 1 ao V) ISSUE BLOCK 03-06-09 ADDENDUM #3 3 04-15-09 CCD ,#2 /4\ 05-04-09 CCD #3 CHECKED BY: RLP/RF/SW DRAWN BY JM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 ••• * 1 • .w-.. ....� 111111 : ■ - "; AROO i 3853 ; yyy. QED A� MAY 0 5 2009 CASEWORK t i M 0 Q 0 a� M N L� 6i Cf) i s \ O 0 w U) E Q N J O) a°) o 0)-o :3C a o � U y :3 --� 3 m� �C Q 0 U) U) u� 0 O �. 010 0 x x x p 00 0 zi CL hi NOTE: NO CONSTRUCTION WORK SHALL INTERFERE WITH THE NORMAL OPERATION OF THE TLE. TLE COUNTER: REPLACE OR MODIFY COUNTER TO ENSURE MINIMUM 3'-0" SECTION AT 34" AFF EXISTS. FINISHES TO MATCH EXISTING TYPE AND COLOR. VERIFY COLORS WITH WAL-MART CONSTRUCTION MANAGER. 01 '=1 NOTE: VERIFY EQUIPMENT REQUIRED WITH EQUIPMENT SCHEDULE, ARCHITECTURAL AND MEP DRAWINGS. RELOCATE EXISTING OIL TANK EXISTING UNDERGRI PIPE CHA FLUSH Ar RELOCATE EXISTING AND CHA: GREASE RELOCATE WINDSHIEL FLUID TAI` EXISTING COMPRES: 1 TLEMECHANICAL R I,$) = i $-Ott 5 1/4 CONTACT WAL-MART ROOFING MAINTENANCE, MIKE STROUSE PH: (479) 277-2991 FOR APPROVED BONDED ROOFERS. NO EXCEPTIONS. WHERE ALLOWED BY LOCAL JURISDICTION WRAP PIPE WITH 1'-0" i I ADHERED SINGLE -PLY MEMBRANE 10 1 SEALANT TYPICAL --- DRAW BAND MOLDED PIPE FLASHING FLANGE SET IN MASTIC ROOF MEMBRANE I I I I I PIPE SUPPORT DETAILS REF ELECTRICAL PENETRATION 1 7D—i =1'-O" AC010-007 PLAN AC010- 005 /11' 1 AG2""�) - ---------------------------- ENVIRONMENTAL CAGE p TIRE & BATTERY r STORAGE i I 1 5 i I AC1 i L _ J -------------- .......�,.... — 1 f TT I T''I j ' IL 1 �I JI SAW CUT SLAB AS CLOSE i i L_ T J AS POSSIBLE TO CONCRETE 1° —7 ------------ - CURB -5" MAX � 00 � LEAVE OUT PORTION OF GRATE FOR LINES BELOW i • • ; TO PASS THRU 1 1 4"x4"x3/16" TUBE SUPPORT POST 1 REF 9-AC2 H. -J i 1 1 1 1 1 1 1 --- ,...------------"------ r � � ao 1 EXISTING oL FILTER STORAGE 1 F 1 CI CRUSHER 3 �� 605 1 1 A 1 1 1 EZZ --_ 1 1------------ 1 1 (o - WAITING I AREA 1 II 606 CUSTOMER II 0 AREA --- ---------------1 - ) F6-071ii 11 O 9-A5.1 1.51 II AC2 R rn rn 0) LUBE & TIRE Q d d , I MOUNTING AREA ►� 600 I � I N I 4 TLE MECHA 1 /4" 1'-0" 0 ill I NEW EYE WA SH r � r -4NEW EWC REF MEP sSUPPLY ,//� r6O81 3 10 SIM A AC1 A3 /000 6 E---Gqllrw 11 li ""`-`' SECURITY TOILET 603 0 I 00 OFFI ( 607 DUCT ICAL R DEMOLITI U F] D M 1 TLE DEMOLITION PLAN PLAN AC010-004 REF 11-A5.3 FOR TOILET NEW MOP SINK TOILET PLAN .6 3/$" = 1'-0" ACO10-006 IF MOUNTING ON CMU CONTRACTOR TO MOUNT DRINKING FOUNTAIN MOUNTING BRACKET PER MANUFACTURER SPECIFICATIONS PLAN z� DRINKI 1 1/2" = V-0" rn N 'ACH SIDE OF COLUMN STRUCTURAL ,LUMN 1/2x2 1 /2x1 /4" EEL ANGLE INKING FOUNTAIN MOUNTING BRACKET FOUNTAlt ELEVATION IOUNTING AC010-003 RELOCATE EXISTING CUSTOMER USED OIL TANK r o4_-4___— RELOCATE EXISTING' CUSTOMER USED OIL FILTER BIN 4 11 II ------------------ AC1 �J� SAW CUT AND REMOVE PORTION LILJ- .3 OF FLOOR SLAB FOR NEWTT L JTRENCH. CENTER NEW TRENCH ONEXISTING TRENCH WALLp°°AREMOVEEXISTING��LADDERS j 1ir 13 13 9 3,-9po❑ LOP N, REMOVE/REPLACE EXISTING 1 1 DOOR " 1 1 ----------------- EXISTING OIL FILTER j CRUSHER TO REMAIN I II II I I II II II II II I I I I I I I I I I I REPLACE EXISTING M0�l i SINK 0 j REF PLUMBING II -REF REPLACE PLUMBINGWASH . rr -REMOVE/REPLACE EXISTING -- r DOORS STRUCTURAL '_UMN NKING FOUNTAIN UNTING BRACKET RNISHED BY NUFACTURER /2"x2 1 /2"x1 /4" :EL ANGLE REMOVE CMU WALLS, GATES, AND CANOPY 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR00168153 woo LJ a zW� jK04`–" c NzWF z,Wpxfg3 >-LiQDo4al--4z�zw�?0�a6aw� ��� ~��0Z�iEON=ZoM LO - Z x py �dWwuwiW a azw 2 "� a�oR0�a�l�azir Q SOW N a iL Z!r z l- .J �,j 01— pz 20 15 U- ca I,az0 ci �wo Cn coca n.0rra Boaz a � w C.) C=) C:) Lli � oma '0► �Ow Z ch O � C= 2 '^ W V 1 � 0 ISSUE BLOCK A03-06-09 ADDENDUM #3 A04-15-09 CCD #2 CHECKED BY: RF/SW DRAWN BY: ANJ PROTO: 192 PROTO CYCLE: KISTING WASTE RELOCATE EXISTING DOCUMENT DATE: 0 EXISTING WASTE OIL IL TANK BULK OIL TANKS I--• C�—A TANK TO REMAIN II * II 91 Il lli 6 II I I• I � �iII �j • .NT PIPE THRU ROOF =F 7-AC1 AND MEP_-fI it II IIII II -YP OF 3) RELOCATE EXISTING GEAR . • OIL AND CHASSIS GREASE i( u t �ti�ll L_='JI``'' EXISTING UNDERGROUND jl I� RELOCATE EXISTING PIPE CHASE I .` WINDSHIELD WASHER -- I1� FLUID TANK J f EXISTING AIR ,ISTING COMPRESSOR TO .ECTRICAL REMAIN kNELS 1 EXISTING ELECTRICAL n PANELS PLAN AC010- 005 /11' 1 AG2""�) - ---------------------------- ENVIRONMENTAL CAGE p TIRE & BATTERY r STORAGE i I 1 5 i I AC1 i L _ J -------------- .......�,.... — 1 f TT I T''I j ' IL 1 �I JI SAW CUT SLAB AS CLOSE i i L_ T J AS POSSIBLE TO CONCRETE 1° —7 ------------ - CURB -5" MAX � 00 � LEAVE OUT PORTION OF GRATE FOR LINES BELOW i • • ; TO PASS THRU 1 1 4"x4"x3/16" TUBE SUPPORT POST 1 REF 9-AC2 H. -J i 1 1 1 1 1 1 1 --- ,...------------"------ r � � ao 1 EXISTING oL FILTER STORAGE 1 F 1 CI CRUSHER 3 �� 605 1 1 A 1 1 1 EZZ --_ 1 1------------ 1 1 (o - WAITING I AREA 1 II 606 CUSTOMER II 0 AREA --- ---------------1 - ) F6-071ii 11 O 9-A5.1 1.51 II AC2 R rn rn 0) LUBE & TIRE Q d d , I MOUNTING AREA ►� 600 I � I N I 4 TLE MECHA 1 /4" 1'-0" 0 ill I NEW EYE WA SH r � r -4NEW EWC REF MEP sSUPPLY ,//� r6O81 3 10 SIM A AC1 A3 /000 6 E---Gqllrw 11 li ""`-`' SECURITY TOILET 603 0 I 00 OFFI ( 607 DUCT ICAL R DEMOLITI U F] D M 1 TLE DEMOLITION PLAN PLAN AC010-004 REF 11-A5.3 FOR TOILET NEW MOP SINK TOILET PLAN .6 3/$" = 1'-0" ACO10-006 IF MOUNTING ON CMU CONTRACTOR TO MOUNT DRINKING FOUNTAIN MOUNTING BRACKET PER MANUFACTURER SPECIFICATIONS PLAN z� DRINKI 1 1/2" = V-0" rn N 'ACH SIDE OF COLUMN STRUCTURAL ,LUMN 1/2x2 1 /2x1 /4" EEL ANGLE INKING FOUNTAIN MOUNTING BRACKET FOUNTAlt ELEVATION IOUNTING AC010-003 RELOCATE EXISTING CUSTOMER USED OIL TANK r o4_-4___— RELOCATE EXISTING' CUSTOMER USED OIL FILTER BIN 4 11 II ------------------ AC1 �J� SAW CUT AND REMOVE PORTION LILJ- .3 OF FLOOR SLAB FOR NEWTT L JTRENCH. CENTER NEW TRENCH ONEXISTING TRENCH WALLp°°AREMOVEEXISTING��LADDERS j 1ir 13 13 9 3,-9po❑ LOP N, REMOVE/REPLACE EXISTING 1 1 DOOR " 1 1 ----------------- EXISTING OIL FILTER j CRUSHER TO REMAIN I II II I I II II II II II I I I I I I I I I I I REPLACE EXISTING M0�l i SINK 0 j REF PLUMBING II -REF REPLACE PLUMBINGWASH . rr -REMOVE/REPLACE EXISTING -- r DOORS STRUCTURAL '_UMN NKING FOUNTAIN UNTING BRACKET RNISHED BY NUFACTURER /2"x2 1 /2"x1 /4" :EL ANGLE REMOVE CMU WALLS, GATES, AND CANOPY 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR00168153 woo LJ a zW� jK04`–" c NzWF z,Wpxfg3 >-LiQDo4al--4z�zw�?0�a6aw� ��� ~��0Z�iEON=ZoM LO - Z x py �dWwuwiW a azw 2 "� a�oR0�a�l�azir Q SOW N a iL Z!r z l- .J �,j 01— pz 20 15 U- ca I,az0 ci �wo Cn coca n.0rra Boaz a � w C.) C=) C:) Lli � oma '0► �Ow Z ch O � C= 2 '^ W V 1 � 0 ISSUE BLOCK A03-06-09 ADDENDUM #3 A04-15-09 CCD #2 CHECKED BY: RF/SW DRAWN BY: ANJ PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 OF P4d ` \y.. ,. ;• ARG,0-13853 X009 AUTOCENTER PLANS AND DETAILS SHEET AC1 U) F- ry J O w N X0 U) 0 V) M •, C a r j C- 0-5 0-0 C'4 1= d- N n) o�1_ w E co N CO -°0 U c� U) 3:: in n c U) N N U-)� 0 r7 a on O X X X p 00 0 rw- 0 Z N (L w SURFACE MOUNTED REGLET 20 GAUGE GALVANIZED FLASHING TEK SCREW #14x1 1/2" WITH 1" NEOPRENE WASHER AT 12" OC USE LAP FASTENERS AT FIBERGLASS PANELS -- SEALANT PREFINiSHED METAL OR FIBERGLASS ROOF PANELS ROOF PURLIN TRUSS TOP CHORD MAIN BUILDING [REF PLAN I I I FLASHING SECTION ACO20-014 4x8x3/8 D STEEL PLATE a W L2x2x3/16 WELD 4x8x3/8 PLATE EDGE ANGLE TO SUPPORT POST CONT ALONG 3/16 EDGE, PAINT :.; .. ; ' :...........:.:....: .... REF 12-AC2 P5)_ M 4 I I, ❑ ° ❑ _ � I UNISTRUT AT 10' OC I 1 W o '* SUPPORT POST BASE MAX 1 I 0 WELDED TO EDGE REF MEP FOR SIZES I r ANGLE (3 SIDES) GRATE 3/16 .I I 4 PLAN A UNISTRUT AT 10' OC v MAX WELD UNISTRUT TO REF MEP FOR SIZES A SUPPORT POST 3/16 WELD 4X8x3/8 PLATE TO SUPPORT POST 4x4x3 / 16 STEEL (BOTH SIDES) TUBE SUPPO POST PAINT P5 3/16 L2x2x3/16 EDGE INSTALL PLASTIC ANGLE CONT NG ENDCAPS ON EDGE, PAINT P5 UNISTRUT WITHIN 9' OF FIN FLR SUPPORT POST BASE WELDED TO EDGE ANGLE (3 SIDES) 3/16 ROUTED PIPING 9 NITS <,020 009 METAL DECK GALVANIZED METAL FLASHING WITH SEALANT. FASTEN TO DECK WITH TEK SCREWS AT 6" OC SLOPING TS7x5x1 /4 BEAM CANOPY DETAIL. 5 1 1/2" = 1'-0" ACO20-005 '00" LADDER 13 1" = 1'-0" EXISTING STEEL ANGLE SECURE LADDER TO CONCRETE WITH 1/2" DIA X 3 1/2" EMBEDDED HILTI KWIK BOLTS ATTACH LADDER SAFETY POST UNIT TO LADDER RUNGS WITH CLAMPS PER MANUFACTURER GALVANIZED STEEL SIDE RAIL NON -SLIP STEEL LADDER RUNG (TYPICAL) LADDER SAFETY POST REF SPECS :TION CURE TOP OF LADDER TO INCRETE WITH 1/2" DIA X 1/2" EMBEDDED HILTI IIK BOLTS TACH LADDER SAFETY POST IT TO LADDER RUNGS WITH AMPS PER MANUFACTURER DDER SAFETY POST F SPECS — NON -SLIP STEEL LADDER RUNG. TOP OF FIRST RUNG SHALL BE 12" ABOVE BOTTOM OF TRENCH _____--UjbQT LADDER P5 7" 01 GALVANIZED STEEL SIDE RAIL (TYPICAL) LADDER DETAIL. 12 �0000000000l = 1 —0 UNISTRUT WITH PIPE WELD UNISTRUT TO SUPPORT POST STRAP AT 1O' OC MAX 3/16 STEEL SUPPORT POST REF 9-AC2 REF MEP FOR LINE, PIPE, AND CONDUIT INFO NOTCH IN GRATE TO NEW EYEWASH BELOW REF MEP At, r<\ SET SUPPORT POST BASE AT END OF NEW TRENCH SLOPE 3x3x1 /2" STEEL ANGLE. ATTACH TO EXISTING SLAB BOTH SIDES OF TRENCH WITH 1/2 DIA. x 3" EMBED., HILTI HUS -H SCREW ANCHOR AT 6" OC ALLOW MECH LINES L2x2x3/16 WITH 1/4" 3x3x1/2" STEEL ANGLE TO PASS THROUGH DIAx3" HEADED STUDS WELD TO STEEL TUBE SHOP WELDED AT 24" OC r�M EXISTING SLAB � EXISTING STEEL TUBE AND 7-"�"- ANGLES „ © p EXISTING CONCRETE 4 , `. i; SLOPE CONC TRENCH w SLAB BEYOND 4 ' 1 /4" PER FT o' (2) #4 DOWELS SPACED > EXISTING TRENCH EVENLY; EMBED 4" r� WALL BEYOND INTO EXISTING SLAB r. WITH HILTI HY-150 �-- ., •: • #4 DOWEL AT 12" OC (SPACE ::: 6x6 _W1.4 x1.4 WWF - �I ''.;��� EVENLY AT END OFTREN H C EMBED 4" INTO EXISTING TRENCH COMPACT FILL WALL WITH HILTI HY-150 PIPE CLAMPS REF MECHANICAL TYP EXISTING TRENCH WALL TRENCH DETAIL 8 3/4" = 1'-0" ACO20-008 PREMOLDED CLOSURE STRIP SELF DRILLING SCREWS AT BOTTOM SIDE OF DECK WITH NEOPRENE WASHER METAL DECK CONT SHEET METAL CLEAT REF STRUC SECURED BETWEEN METAL - DECK & HSS 1/8" X 1" GUTTER STRAP e-^ S BENT PLATE GUTTER M BRACKET SECURE TO HSS ' HSS REF STRUC iv w GUTTER AND BRACKET 4 1 1 /2"=1'-0" ACO20-004 TIRE ROOF PLAN 1/8" = 1'-O" ACO20-003 ENLAR.1,4=., 12 -O AFG STEEL COLUMN— CHAIN LINK FENCE WITH SCREENING SLATS TO MATCH BUILDING COLOR— HORIZONTAL RAIL TYP (3) LOCATIONS TLE PLAN, ACO20-011 EXISTING SLAB— FOOTING, TYP REF STRUCTURE TIRE D 10-AC2 a W co NEW STEEL LADDERS Dow 0 Z WITH SAFETY POSTS _Z w..J REF 12-AC2 M 4 I I, ❑ ° ❑ _ � I 0 I 1 W o '* 1 I 3x3x1 /2" STEEL ANGLE. ATTACH TO EXISTING SLAB BOTH SIDES OF TRENCH WITH 1/2 DIA. x 3" EMBED., HILTI HUS -H SCREW ANCHOR AT 6" OC ALLOW MECH LINES L2x2x3/16 WITH 1/4" 3x3x1/2" STEEL ANGLE TO PASS THROUGH DIAx3" HEADED STUDS WELD TO STEEL TUBE SHOP WELDED AT 24" OC r�M EXISTING SLAB � EXISTING STEEL TUBE AND 7-"�"- ANGLES „ © p EXISTING CONCRETE 4 , `. i; SLOPE CONC TRENCH w SLAB BEYOND 4 ' 1 /4" PER FT o' (2) #4 DOWELS SPACED > EXISTING TRENCH EVENLY; EMBED 4" r� WALL BEYOND INTO EXISTING SLAB r. WITH HILTI HY-150 �-- ., •: • #4 DOWEL AT 12" OC (SPACE ::: 6x6 _W1.4 x1.4 WWF - �I ''.;��� EVENLY AT END OFTREN H C EMBED 4" INTO EXISTING TRENCH COMPACT FILL WALL WITH HILTI HY-150 PIPE CLAMPS REF MECHANICAL TYP EXISTING TRENCH WALL TRENCH DETAIL 8 3/4" = 1'-0" ACO20-008 PREMOLDED CLOSURE STRIP SELF DRILLING SCREWS AT BOTTOM SIDE OF DECK WITH NEOPRENE WASHER METAL DECK CONT SHEET METAL CLEAT REF STRUC SECURED BETWEEN METAL - DECK & HSS 1/8" X 1" GUTTER STRAP e-^ S BENT PLATE GUTTER M BRACKET SECURE TO HSS ' HSS REF STRUC iv w GUTTER AND BRACKET 4 1 1 /2"=1'-0" ACO20-004 TIRE ROOF PLAN 1/8" = 1'-O" ACO20-003 ENLAR.1,4=., 12 -O AFG STEEL COLUMN— CHAIN LINK FENCE WITH SCREENING SLATS TO MATCH BUILDING COLOR— HORIZONTAL RAIL TYP (3) LOCATIONS TLE PLAN, ACO20-011 EXISTING SLAB— FOOTING, TYP REF STRUCTURE TIRE RF/SW j f,4 I I. a W co 192 Dow 0 Z 02-06-09 _Z w..J ° I 14 M 4 I I, o _ � I cfl p I 1 W o '* 1 I 0 I I I r I I c ©QC) .I I 4 M v F7 ENC 3/4" = 1' - 14'-0" ION ACO20-002A NEW FENCE POST REF MEP FOR LINES. RUN LINES THRU TRENCH AND UP THRU GRATE ABOVE. REF 9-AC2 FOR CONTINUATION SET BOTTOM OF TRENCH AT 16" BELOW TOP OF SLAB. SLOPE TRENCH UP TOWARD SUPPORT POST AT 1/4" PER FOOT 12" DIA CONCRETE FILLED POST HOLE AT EACH FENCE POST POST DETAIL ACO20-007 FENCE POST 3" 3" L2x2x3/16 WITH .,L`V LV J' ^,•n „'vv BAR SIZE: 1-1/4"x3/16" 1/4 DIAx3" HEADED BEARING BAR SPACING: 1-3/16" OC STUDS SHOP WELDED CROSS BAR SPACING: 4" OC N AT 24" OC FINISH: GALVANIZED ==� �* ENDS: STANDARD TRIM BAND i I 2'-0o° CONCRETE TRENCH 7" EXISTING SLAB ON GRADE 4„ •► ,r�..' 6x6-W1.4x1.4 WWF 4 DOWEL AT 18 ' _w OC; EMBED 4" INTO •I I (2)#4 CONT EA SIDE; .,. . EXISTING SLAB WITH r.... PROVIDE 1'-4" DOWELS HILTI HY-150 EMBEDDED 4" EA END USING REF MEP FOR :� -.. _ «. HILTI HY-150 ADHESIVE LINE, PIPE, AND CONDUIT INFO MAINTAIN 4" SLAB THICKNESS COMPACT FILL 1-0 THROUGHOUT SLOPING OF SLAB TRENCH DETAIL 10 3/4" = 1'-0" ACO20-010 EXISTING MASONRY WALL REF BLDG ELEVATION FOR BLOCK TYPE AND COLOR — CONT SEALANT MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" ONTO CANOPY, 6" UP WALL PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK STEEL ANGLE REF STRUCTURAL ANCHOR REF STRUCTURAL CANOPY 1 1/2" = 1'-0" Id CANOPY ABOVE REF STRUCTURE - NEW CMU TO MATCH ADJACENT 0 RELOCATED CUSTOMER USED OIL TANK TION AC010-007A ,- 4„ © Z F T_ T"�i � II I I II II i I it i ENVIRONMENTAL TIRE/BATTERY CAGE RELOCATED CUSTOMER STORAGE 614 USED OIL FILTER BIN 610 TIRE STORAGE 1 1/4" = 1'-0" ACO20-001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 w a taw jE W5Q0 LL SwF ywtn�I�'2 � B'�� po J �< F~ogooW-�Nw o wH �Qaa4ww�Zo� a U_ 0. �, >-, I-Z� 4�W�C0 z (AU<U)$w`t$xu>w8!,U C) 3Wswy�q-pva° w_fwwp¢ I— LL zv°i4ci�owtn�0�oz� 00 ��04 CL ZC p wwwzww U) Li zW;50 NX0-0>- -D �ov=iMD RRESELM ISSUE BLOCK 04-15-09 CCD #2 CHECKED BY: RF/SW DRAWN BY: a W co 192 PROTO CYCLE: 0 DOCUMENT DATE: 02-06-09 O W PLO 0 w I r Ljj ry LL0 c ©QC) W Cr1 ISSUE BLOCK 04-15-09 CCD #2 CHECKED BY: RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 b � • N(((y',���a~ Al gq�� `"•Y W e / M O �n+ Af-100100553 d'g•� •o • Roti.. APR 2 4 2009 TIRE/BATTERY STORAGE AND DETAILS SHEET: AC2 cn w ry 0 v, c w-0 < 0 0) m� o% 0 rn o ca N N " O E o� > 4" a .E F` N J / U O N -O Ec L O CD U d- � �I 0 m 0 a N a, o 0 00 N O ,o 04x x x riDo Z iy. JAMB AT GATE 5 3" = 1'-0" GCO10-005 ------------- SHADE CLOTH FABRIC HAS A FLAME SPREAD OF 1 (0-25 FLAME SPREAD INDEX) .SHAE r3*)- P - EXISTING ORNAMENTAL GATE FLATTENED EXPANDED METAL MESH 16 GAUGE GALVANIZED METAL CLOSURE PANEL AT GATE ANCHOR WITH 1/4" TEK SCREWS AT 16" OC WHEN INSTALLING GUARDIAN UNION EXISTING GATE HINGE ASSEMBLY (SWING OUT ONLY) GUARDIAN UNION FOR MESH ATTACHMENT GUARDIAN FENCE POST BRACKET FOR SECURITY FENCE SYSTEM EXISTING ORNAMENTAL FENCE POST HORIZONTAL RAIL FOR MESH ATTACHMENT FLATTENED EXPANDED METAL MESH TO NEXT POST 3'-0" MIN. EXISTING ORNAMETAL FENCE TH DETAIL GCO10-003 4'-04" MESH TO NEAREST POST MESH TO NEAREST POST 0-1 ORNAMENTAL GAT EXISTING SLIDING GATE PROVIDE STOP FOR EAS AT GATE GATE' MAINTAIN 8'-0" MAXIMUM OPENING. 1 /2»=1'--0" GCO10-002 MAX EXISTING EAS PEDESTAL TYP m TAI 1 a" EXISTING EXIT DEVICE TO REMAIN POWER UNIT FENCE I I 1I I I I i KEYNOTES: DELETE 5.56 ADD 5.52 O O O O O O O O 0 O I I I 501 2.20 13.03 i 13.13 I I 2 i GC1 I o --- � 4—GC1 I ° ° L . - . - . - . - . —o._ . .-. . .. _.._. --o— _._. . - . — . ____a...__. ._._ ..— . - . --- - - ..._ p._. _ ..._.. _.__ ._.. - .�--•�____. Y ____ .�. ...... _..... ..._. �j r —-— LARGE SCA 1/8" = 1'—O» LE GARDEN CENTER PLAN GC010 -0v CHECKED BY. RF/SW DRAWN BY: JHG PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 OFF.' `.•• YNN•''�•'.�� 80015653: ' � �ID MAR 12 2009 GARDEN CENTER SHEET: GC1 'EMERGENCY RELEASE -,BOX REF 4'PH1'FOR HEIGHT CEILING NOTE SHUTTERS ARE ABOVE FINISH FLOOR 'SHEET NOTES 1/2" GYPSUM BOARD MOUNTED 2" ABOVE ALUMINUM CORNER,10 1 ON I /2's PLYWOOD OPENING TYP. GUARDS AT ALLINSULATION. SHALL. BE BATT TYPE AT THE OUTSIDE CORNERS PL4 METAL :STUD OVERHEAD ROLLING EMERGENCY RELEASE BOX -WATER FILTRATION MASONRY, WALL AND PHARMACY.. CLOSURE COORDINATE PLACEMENT WITH DISPENSER ON F 2. PAINT ALL EXPOSED CONDUIT TO MATCH ADJACENT PL� 011 T ACE REF SPECIFICATION 0 z 0 4 REF STRUCTURAL 1/2" GYPSUM CLOSURE INSTALLER WALL AFF AFF I.. / OF WALL PL4 BOXED JAMB BOARD ON 1/2ft 3. STOP PLYWOOD SUBSTRATE AT 13'-6`s AFF. 4. INSTALL CONNECT PHARMACY SINK FAUCET AND BASE PLATE BY,OVERHE D FOB rP34)-, REF STRUCTURAL 4$-O*s PLYWOOD A AFF, SUBSTRATE ROLLING' CLOSURE so so 6" WATER HEATER FILTRATION SYSTEM AND HYDRATION 1/4 x1 1/4UNIT FOR DRUGS. INSTALLER ­17� L 0 1 COLUMN BY OVERHEAI��7 WOOD SCREW5. REPAIR EXISTING FLOOR AS .REQUIRED AT AREAS OF -COILING SHUTTER NEW CONSTRUCTION.: REF STRUCTURAL-. 1/2" GYPSUM BOARD ROLLING CLOSURE CL 4a" ALUMINUM CORNER C%j CONTRACTOR ON 1 -2x4 WOOD 6. OL VILJ /2" PLYWOOD INSTALLER GUARDS REF SPECS REF DOOR TO INSTALL PHARMACY SIGNAGE AS .1/2" GYPSUM BOARD 18-� TYP 9f SUBSTRATE REF STRUCTURAL BLOCKING DIRECTED BY..WAL-MART CONSTRUCTION MANAGER. L 7. PHARMACY PILL BINS, WILL CALL.. WALL, STANDARDS M SCHEDULES FOR ON 1/2" PLYWOOD SIZES TYP SUBSTRATE to 0 QTc FIXTURES BY OTHERS. 0 CD 8. CONTRACTOR TO INSTALL WAL-MART PROVIDED r --- i 'PHARMACY MIRRORS. COLUMN BY ej 0 S4t 4j" t io 9.. CONTRACTOR TO INSTALL ALL MATERIALS FOR A OVERHEAD ROLLING oo, TION READY . FOR THE'INTENDED 49 COMPLETE INSTALLATION D CLOSURE INSTALLER A B91 THE AREA PRIOR TO OPENING. ALUMINUM CORNER USE, AND CLEAN. REF STRUCTURAL F I /f U1 10, CONTRACTOR TO FURNISH AND INSTALL KEY LOCK GUARDS % I % r %1 - ___x It 1� 11 . ==11, BOX IN MANAGER'S OFFICE, THE LOCATION TO BE L 0=14 LFP_71 OUTSIDE CORNERS AT ALL REFRIGERATOR--/ REFRIGERATOR DETERMINED BY THE WAL-MART CONSTRUCTION BOXED JAMB TO 4 0_090 EXTEND HEADER REF SPECIFICATIONS P34 P34 MANAGER. TO CORNER of so REF STRUCTURAL (4) COUNTER TOP TYP A. 5401D SELECT ACCESS -WALL MOUNT KEY AFF //T10 -Do tOVERHEAD ROLLING SUPPORTS EQUALLY ALUMINUM CORNER A AFF AFF CLOSURE CONTROL STORAGE. L By MASTER LOCK BASE PLATE BY V-1111 METAL STUD SPACED GUARDS REF SPECS SWITCH B. AVANTI/GUARDIAN, WALL MOUNT WITH 04" COMBINATION BY ROPER LOCK BOX. OVERHEAD ROLLING -70, 11 REF STRUCTURAL REF ELECTRICAL CLOSURE INSTALLER 01 11. PHARMACY TO BE COMPLETED 24 HOURS PRIOR TO POSSESSION TO ALLOW FOR PHARMACY STATE 21-00' WALL MOUNTED INTERIOR ELEVATION INSPECTION. REF STRUCTURAL 1/2" GYPSUM PHARMACY I 4 11/49' PHO10-004A' 12. ALL PLAN DIMENSIONS ARE TO FACE OF STUD. ROLLING DOOR GUIDE AND COLUMN BOARD ON 1/2" 13. CONTRACTOR TO PROVIDE DOUBLE STUD FRAMING AT 12 1 1/2*1 1'-0" PH010-012 B PLYWOOD MIRROR SECTION EACH WINDOW AND DOOR JAMB, UNLESS NOTED NTS PHO10-011 OTHERWSE. INSTALL WIRE BARRIER OVER 14. NOVAR SENSOR ALWAYS INSTALLED IN WORKROOM METAL KICKER CHASE AFTER ALL TRADES ATTACH TUBE STEEL TO HAVE COMPLETED PH 1 01 1 O-KNO METAL STUDS CEILING JOISTS + REF STRUCTURAL REF STRUCTURAL REF STRUCTURAL -------- INSTALLATION KEYNOTES /-PLACE CEILING SUPPORTS AS CLOSE .......... ............................. .1 r AS POSSIBLE TO ROLLING CLOSURE CURTAIN WITHOUT OBSTRUCTING OPERATION 1.51 32" STAINLESS STEEL BOLLARD. 4" OD METAL STUDS PLYWOOD L 6.11 INSTALL PLASTIC LAMINATE TO 48" AFF ON ALL REF STRUCTURAL PL CHASE MB TURN REF STRUCTURAL EXPOSED GYPSUM BOARD WALLS AT DOOR REF STRUCTURAL NOTE- OPENINGS, END OF STANDARD RUNS, ETC. FINISHED COUNTERTOP LOCKING ,-ACCESS PANEL ON EXTERIOR EDGE TO BE FLUSH WITH 4- MECHANISM •RIOR OF P33 SIDE WALL LOCAT + E PHARMACY TO BE END OF CABINET + + %.". + + I 1� 30" ABOVE DECKING SEMI -GLOSS PAINT L TRIM CEILING JOISTS ALLOW FOR 3" -DEFLECTION it -8t) REF STRUCTURAL REF SPECIFICATIONS, N WHERE CHASE ATTACHES TO I LO THE PHARMACY CEILING JOIST oo + + 1+ +1 e- --I- -r- -T-. . n- REF STRUCTURAL go LINTEL J1 11 11 go -10 jso V-091 oo REF STRUCTURAL -------------------------- 113'-6" BOLT HINGE TO CABINET HARDWARE WITH HA -BOTTOM BAR HSS BEYOND PROVIDED BY DOOR 1/2" GYPSUM BOARD MOTOR ASSEMBLY % , . I , C3 MANUFACTURER ON 1/29t PLI(IIINOOD SIDE MOUNTED p 4-. 2x WOOD BLOCKING AT SUBSTRATE HINGES BLOCKING TO BE + % 00 CONTINUOUS FROM BOTTOM TO TOP + + + + @ - - - - - - - �j LOCKING' NUT jr. + + + + r ----- 107'-0 All-\ -COIL REF 9-PH2 OPEN TO BEYOND FOR ARCH N ---------- CAFE D OOR HINGE . - --- I DIMENSIONS + + co 017 + Jr- + + .10 1 1/21!� 1#-Ovj PHO10- r \+ + 104'-0" AlfN P40-.4 OVERHEAD REF STRUCTURAL METAL STUDS + + + + T- 7 V . . . + + . . . . . . . . . . . . . . . 6.11 COILING SHUTTER+ + + + ROLLING 0 . . . . . . . . . . . . . . + + 4 + + + + + . . . . . A + - ---------- LL4j AND TRACK 1/2" GYPSUM CLOSURE . . . . . . . . . . . . . . -f 4 + + + + + *+ T + + + + < I . . . + + + + + + + + + + I+ . . . . BOARD ON T \ + + t . . . . . . . . . . + Fr 10 4!III I 1/2" PLYWOOD 1k11111j11111irrr=lf11f1Lj_L"1 [fill 100 10 8 7v-, 11 PHI N,��LIGHT FIXTURES SHA 6.11'C6.11 C6 WG C�b 1.51 SSTI II LL NOT LEU4 1/2" GYPSUM BE PLACED UNDER GRILL II u \,,,-DOOR GUIDE ALUMINUM AT ALL OUTSIDE DOOR COLOR GRAY VINYL WALL GUARD , ik 10 BOARD 3 5/8- METAL + + A LIGHTS MUST BE PLACED ......... ............................. ....... CORNERS GUARDS REF TO BE GRAY REF SPECIFICATIONS BRACE 24" OC BEHIND SUPPORTS 01 + +_.� SPECIFICATIONS CONTINUOUS SEALANT, -- --------- ---------- METAL STUDS + + CEILING AS FILLET AT WALL ATTACHMENT REF STRUCTURAL PHARMACY EXTERIOR E LEVATION + + + + SCHEDULED 11 REF STRUCTURAL— - + + +-+ 510 �lx BLOCKING 3 v4st it -O PHO10-003L 3 5/8" METAL 1 /2' G 6" 18 GAUGE + + + + STUD BRACE METAL STUDS AT --------- ! r ; BOARD 161F -41*0 GYPSUM ' -0- .2 4'-0 IL,2 CONTINUOUS 2x4 24" OC 0 P34 BOARD BLOCKING LAMINATE ON + + + 11 WALL AND 1/2" GYPSUM 7- 1/2" GYPSUM P34 3j" CARPETING INSTALLED IN PHI SUPPORT BOARD + + + + REF STRUTURAL PHARMACY WORK AREA BOARD ON 1/2" 1/2" PLYWOOD J MO _kVARIES ___T_T I PLYWOOD 2j" .7 \jFREF ELEVATIONS_ AND PHARMACY. 9t) PRIVACY WALL ffj)TO 4 CHECKOUT PER 5- 12B REF 6-PH2 SIM DETAIL AT 7r Pr 7r ------------ _A�ABOVE 13.6 MANUFACTURERS PHI RECOMENDA11ONS FPL_4_)T0 4'-0" . ....... . ..............__ ... .................. .... 1.51 I SHUTTER SILL LING SLOT OPENING COILING DOOR SECTION PRIVACY WALL• 1 1/2" 1,_O,, 9 SO 10-0s), 77. AT DOOR 8 3 71 ........ 7 POIO-009 PHO10-008 1 1/2" =1*-Ovl PHO10-007. REF 8-A3 SIM----\ SOFFIT LINE 7-PH2 C-4 ABOVE WING WALL FILLING PODS C14 REF STRUCTURAL—,, AND PILL BAYS .1 CL BY OTHERS TYP 10 COUNSELING OF 5 % r 1-PH2 _j 113+--6" Ah PAINT SIGN IN 10" TALL METAL KICKER TO STUD _N ;=2` LETTERS STATING "NO CHECKOUT(M REF STRUCTURAL +) co CLEAN, PREP, AND PAINT SALES FLOOR - -- - - - - - - - - - - - - - - - .... STEP NO STORAGE" AT 37-4" I'V-019-1, 3'-,l To 2* -31o. • K PLYWOOD DECKING WALL.ABOVE PHARMACY THAT WILL BE 8'-0" OC AROUND THE P_ off MIN PHARMACY EXPOSED PER SPECIFICATIONS COORDINATE INSIDE PERIMETER OFr REF STRUCTURAL THE PHARMACY ON THE COLORS AND LOCATION WITH WAL-MART - - - - - - - - - - - - - - - - - - - CHECKOUT _= ... PLYWOOD DECKING 0 lCONSTRUCTION MANAGER 1 7 L.Li H 302 PROVIDE 1 \+ --------------------------------------------------- BETWEEN EDGE - - - - - - .......... - - - - - - - - - - - - - --- (0 13.6 ill* -6" Ah C*4 0 CLEARANCE <+ PHI OF DOOR AND 0 TO STUD 0) CABINET LO PHARMACY %- 0 I 1 0 - - - - - - - - - - - - - - - -300 to 3: A PARTITION BRACING 00 1-t ICIV i� -6" 1 REF SPECIFICATIONS - Ah 113' 5-PH1 WORK FINISHED qv . .I q- 0 /+ I COUNTER - - - - - - - - - - - - - - - - - - - - ---- CLEAN AND PAINT ALL DUCTWORK., :a 10 COUNTERTOP SPRINKLER KLER PIPES, STRUCTURE, . ROOF DECK PARTITION BRACING EDGE TO BE PHI AND CONDUIT THAT WILL BE EXPOSED PER REF SPECIFICATIONS DO NOT or E *10 FLUSH NTH COORDINATE WITH (6 END OF SPECIFICATIONS C - - - - - - - - - - - - - - - - - - - - ---- - INSTALL WAL-MART CONSTRUCTION MANAGER 9 O#p 2'x4' ACCESS .1 CHECKOUT I CABINET BLOCKING 10 1/2- GYPSUM IL.29-0#p 1, 62' PLASTIC QMI ROLLING I PANEL 3: `1-PH2 + + BOARD ON BASE BEHIND V_ CLOSURE --- - ------------- ----------------------- FIXTURES REF SPECIFICATIONS + EXTERIOR OF - - - - - -- - - - - - - - - -- I Ott - - - ALL FIRE PROTECTION, 0 SUSPENDED ACOUSTICAL METAL STUD J CHAS 101-21p 0 CL REF STRUCTURAL .,,,---'MECHANICAL, PLUMBING, 0 If 1 10 1 1 1 TILE CEILING 9'-0" AFF ELECTRICAL AND DATA 2-PH2 COUNSELING ------------ r- 0) REF ELECTRICAL FOR I 1 .1 Lj SHUTTER HANDLE TO BE TO BE ROUTED THROUGH REFLECTED CEILING PLAN ONSIDE FARTHEST FROM CHASE WALL SHUTTERS ARE MOUNTED ssm%�r_ CHASE C14 a I 7-PH2., 27 ABOVE OPENING TYP - - - --- - - - - - - - - - - - - - WATER FILTRATION 10 a: I LINTEL 10 REF STRUCTURAL V_ TI CL 3'- 0 OH REF STRUCTURAL AND 1-A6 61" 1 i I I I V_ DISPENSER ON 1 20 COILING SHUTTER . D@ Ill I -PHI ++ WALL CENTER AT 5 I y to % % - - - - - - GUIDE FOR SHUTTER + 5-6" AFF % 6"x6" 10 GAUGE / -1 WITH LOCKING DEVICE .4 GALVANIZEDLi WIRE MESH % - - - - - - - - - - - - -- OVER CHASE ATTACH .1 PRIVACY WALL II tC14 ...... TO STUDS WITH 1/4- /-�EF 6-PH2 II r LIGHTING AS CLAMPS #14 TEK SINK t 12A - - - - - - - - - - - CN. (4).4!-0" PHI R SCHEDULED - - - - - - - - - - - - - SCREWS AT 16" OC 0 GYPSUM BOARD CASING REF PLUMBING _U SECTIONS OF WALL 2: CEILING AS a. + 00 0 0 STANDARDS CUT-, 6-PH1 to - - - - - - - - - - - - - - - - - - - - 13.6 SCHEDULED METAL STUDS TO FIT BELOW I \--DROP OFF COUNTER BY COUNTERTOP SST41 PHARMACY SIDE REF STRUCTURAL—\ - - - - - - - - - - - - - - - - - - - ELECTRICAL PANEL 0 11100; OTHERS REF ELECTRICAL 2 - - - - - - - - - - A 3/4" MDF HOLD MDF AND WALL BEYOND ri QMI SHUTTERS MODEL 50 AL5-,E-P 51 PIPE SUPPORT 1" FROM Al 07'- 0 1 Tr EDGE PAINT MDF P40 BOS_ i 30N48" CLEAR C6 "PH2 REF SPECS . . . . . . . . - - - - - - - - AND LEVEL 12 C6 --- ---------- V-" 13.- 2* -,3'p -1 0 0 ----------------------------- LO FLOOR SPACE 0 DROP OFF to - - - - - - - - -•• TAL v4•60% `� M 03 DRILL 2 1/2" HOLES IN ���t - - - - - - GRAB RS COUNTER TOP AND MDF FOR. 6-PH1 CABLING WHERE INDICATED REF 11--A5 0 __0 PHARMACY + + + + --- - - - - - - - ON PLAN 1/2" GYPSUM BOARD ON U 4 + + + TOILET _001 1/2" PLYWOOD TO 4 0 + + + + AFFP34'ABOVE BASE CABINETS *,-, I '1; 2 1/2"A 3/4" METAL PL4 TO 4'-0" AFF BOTH 0- ...... ... I ... .................. FURNISHED BY WAL-MART TRACK BEYOND + SIDES OF TRACK TYP < 60"x56" CLEAR D AND. INSTALLED BY + + + 2 4 _3" GENERAL CONTRACTOR - - - - - - - - - AND LEVEL 13. e - so DIAMETER EXPANSION SPACE 1 1/4" OD PIPE 3/8 e -I 1 -4" 89 ANCHORS AT 36" OC AT ==L 4- 11 SUPPORT PHI WATER CLOSET INSTALL WALL CONTRACTOR METAL STUD RUNNER AND'LAVATORY 8#-2$v STANDARDS AS FURNISHED AND TYP REF.. PLUMBING REQUIRED INSTALLED 100,-O"A 14'--10Z" U SEC -T1 ON A T P HARMA Y WALL SECTION AT ROLLING CLOSURE CEILING PLAN PHARMACY, PLAN QPjRR Top _\ %D :RHEA 0 01 AT'OF F� l 0 7,q - P .12R.' F_ IG ER & METAL I REF ST, 3H NTH 3/410 1 �001. RM/PHO10-006 42PI 42PIRR 5 3/49# 11-Ofs 2 PHARMACY 576 SQ FT. PHO10-005 RM/PHO10-002 42PI 42PIRR-L 1/4 =1'--0" RM/PH010-001 42PI 42PIRR-L RESTROOM 63 SO FT. A I 7i0 -West Roselawn Ori Rogers, Afthsas MIN Phone* 479.636.3W Fax 479:6361209 William Douglas Hurley Florida License No AR916 Barry L. McNeill - Florida Uoense*No, AR001w.E Lj w 102 -Zwwr- w 2 `< WE to IL z 2 FU��`a� w IL OL>_. a. It! 0 >ffi F= Lo g EaD as.,. ..stat r rs► r � ISSUE -BLOCK I A03-06-09 ADDEND( 3 04-15-09 CCD A 05-12-09 CCD PHARMAC PLANS AND':' DETAI� CHECKED BY: RF/S10 DRAWN BY JDB/JM) PROTO: PROTO CYCLE 03-27 DOCUMENT DATE: 02-06 PHARMAC PLANS AND':' DETAI� 0 _0 Ld 0 9 04 -C 0 _w CL 0 . 0) 04 0) N <,o to E 0 v) E CONTINUOUS SEALANT FILLET AT WALL G REF PLUMBING GRAY VINYL GUARD COUNTERTOP REF SPECIFICATIONS u LO FULL OVERLAY SLAB 5 PLASTIC, LAMINATE ON DOORS 3/4" SUBSTRATE 0 WATER FILTRATION SYSTEM .1-0 REF PLUMBING­— ADJUSTABLE SHELVES PL4 WATER HEATER it -8" ALL SIDES REF PLUMBING PLASTIC LAMINATE ON. 04 BASE .CED 3/4!' SUBSTRATE DIVIDER .009 LO SIDES AND FRONT EDGE BASE CABINET SINK CABINET ELEVATION. 4 3 1/2$0 PH020-004 3/4" .MDF PAINT' P40� CONTINUOUS 2x4 BLOCKING 1/2" GYPSUM BOARD 'FON.1/2" PLYWOOD 6"x 20 GAUGE METAL //—STUDS AT 24" OC CONTINUOUS SEALANT AT TOP OF BASE B9, PH030-003 LE12J— I I PLAN ....... •......... ................. ............................... . . . . . . . . . . . . ......... 3/4" MDF HOLD MDF AND PIPE SUPPORT 1" FROM EDGE PAINT MDF rp4'0- CONTINUOUS 2x4 BLOCKING co I Ito 4 A I 1 1/4- OUTSIDE DIAMETER % PIPE SUP TS 48" OC MAX 4 I I PAINTED .3 5/8"x 22 GAUGE METAL STUDS AT 24" OC 1/2" GYPSUM BOARD 1/2- PLYWOOD DO NOT INSTALL BASE BEHIND FIXTURES INSTALL BASE TO FIXTURES AFTER FIXTURES ARE SET A R CONTINUOUS SEALANT AT TOP OF BASE , VII, SECTION AT KNEEWALL 2 1 1/2" 1'-0" PHO20-005 architec o (--\ r) rl;n r., I 110 Watt Roselawri Dfly Rogers, "insilis 72751 ,Phone: 479.638.3645 Fax 479.636.1209 W.1106ni Douglas Hurley Florida Ucense No AR91t I . . Barry L. McNeill rlodda License' No ARDOU L'a COUNTER TOP GRAY VINYL GUARD 2t-3" REF SPECIFICATIONS 5 PLASTIC, LAMINATE ON 3/4" SUBSTRATE 0 l3/4!' SUBSTRATE ADJUSTABLE SHELVES it -8" HARDWOOD EDGE TRIM TYP PLASTIC LAMINATE ON. 04 3/4!' SUBSTRATE DIVIDER SIDES AND FRONT EDGE iy PL4 CONTINUOUS SEALANT AT TOP OF BASE B6 B V-10" BASE CABINET SECTION. 1" 1._0,$ PH020-01 architec o (--\ r) rl;n r., I 110 Watt Roselawri Dfly Rogers, "insilis 72751 ,Phone: 479.638.3645 Fax 479.636.1209 W.1106ni Douglas Hurley Florida Ucense No AR91t I . . Barry L. McNeill rlodda License' No ARDOU L'a c O G O O � °© © 0 CV � U 0)i 0 .-. O � 0 N E Q p C U dU- a� � l M -0- :2 :2 C a 0 O cn0 0 1 �o zl--� ,t X X X coo O W O Z a ui ROOM FINISH SCHEDULE 11 1 LOPEN TO OPTICAL SALES? GOPEN TO OPTICAL SALES7 LOPEN TO OPTICAL SALES POWER POLE 192 LCASH WRAP TVC010- M # ROOM NAME 8 PLAN FLOOR WALL � �--OPEN TO OPEN TO TO U OPTICAL SALES? f OPTICAL SALES CEILINGS NOTES GA JOISTS. HEADER i r -. REF 3-TVC1 I Q r7A OPTICAL SALES? DECK ONLY WALL WITH (4) #10 D C REFERENCE TVC1 _ ?w °� FINISH �° �T BASE MAT FINISH AT FLOOR BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT �" I SALES ORIENTATION i �..,.__..L - l / A I I - -�� -- --� SALES I I ,--- o _ - V' RELOCATED FROM EXISTING VISION TVC TEMPORARY VC ALL EXTERIOR WALLS EXISTING - L P34 - L P34 - L P34 - L P34 IREF PLAN 2-TVC1 REF PLA 12 -98 TEMPORARY VC ALL INTERIOR WALLS EXISTING - L P40 v - L P40 - L P40 - L P40 REF PLAN 2-TVC1 REF PLANS --- TEMPORARY VISION CENTER,FRAME MIN 7'H CO MIN SCHEDULE DETAIL REFERENCES ARE TO SHEET A8.1 UNO MARK ROOM NAME DOOR FRAME NOTES TYPE MATERIAL QTY NOMINAL SIZE GLASS TYPE MATERIAL %A W H T EXAM TVC I TEMPORARY F HM-STL 1 3'-0" 7'-0" 1 3/4" --- 1 HM EXAM REF SPECIFICATIONS FOR EXACQLORS REQUIRED ii i x o 0j PRETEST —* 1OB-TVC1 0) 2-TVC2 `�'� " MARK IFINISH COLOR IDESCRIPTION i '� ILE CABINETS AND °' 2-TVC2 SINK TO PL18 IPLASTIC LAMINATE IMEDIUM TAN M ~ FILE CABINETS POWER _ POLE �r » 3 5/8 SOUND �� �� A MINIMUM OF 200 LOPEN TO OPTICAL SALES? KEY MARK DESCRIPTION .r. 3 5/8" SOUND 10A -TV �� A MINIMUM OF 200 AND JOB TRAYS TO BE I ^00IN f L PLYWOOD TEMPORARY SQUARE �► EXISTING VISION I BATT INSULATION AT EXAM ONLY AT SIM LCASH WRAP? VISION CENTER DOORS r —� RELOCATED �----------~� OPTION 1 » » i r 2 2 X16 GA METAL TEMPORARY VISION CENTER FRONT 6" CEILING JOISTS AT 1 /4" 16" OC WITH 3/4" PLYWOOD DECK TO K�5A BE ATTACHED TO TVC1 TOP OF JOISTS OVER EXAM, `o CONTACT SALES, � (2) 8" F 1 AND PRETEST Q J TRACK FLUSH HOLLOW METAL 3 5/8" X 16 GA 0 w c/AO80-DRF METAL TRACK 112604 1/2" PLYWOOD INTERIOR (BOTH SIDES) 3 5/8"X18 GA METAL STUDS AT 16" OC METAL TRACK FINISHED FLOOR 5B TVC1 r r r r r 6"x 16 GAUGE METAL CEILING JOISTS AT 16" OC WITH 3/4" PLYWOOD DECK TO BE ATTACHED TO TOP OF JOISTS OVER EXAM, CONTACT SALES, AND PRETEST ROOMS 3 5/8"x 6 GA METAL TRACK 1/2" PLYWOOD BOTH SIDES 3 5/8X18 GA METAL STUDS AT 16" OC FINISH FLOOR — C SECTION AT CEILING 9 1/2" 1'-0" TVC010-009 WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 48/24 SPAN RATING. ATTACH WITH #10 WAFER HEAD SCREWS AT 12" OC TO ALL MEMBERS. SECTION A SECTION B 10 INTERIOR WALL JOISTS AT SIM 3 5/8"x16 GA co o METAL TRACK UL :INTERIOR o w I o co U- 0 1/2" PLYWOOD © BOTH SIDES 3 5/8"x18 GA METAL STUDS AT 16" OC METAL TRACK (8� SIDE WA NOTE: ALL TRACK TO BE 16 GA UNLESS OTHERWISE NOTED NOTE: ALL STUDS TO BE 18 GA UNLESS OTHERWISE NOTED (2) 6"x18 GA JOISTS. ATTACH TO BOX HEADER WITH (4) #10 SCREWS (2) 8"x1 5/8"x20 GA BOX En HEADER WITH 3 5/8"x1 5/8"x16 ~ GA TRACK ON TOP AND BOTTOM o Q z 1/2" PLYWOOD COLUMN WRAP b ED REF 6-TVC1 00 U- 0 a- 0 CONT TRACK TO MATCH SIZE AND GAUGE OF WALL STUDS, ATTACH TO EXISTING FLOORING WITH (4) 1/4" MASONRY SCREWS (SIMPSON TITEN OR SIMILAR)-�� EXISTING FLOOR SECTION A SECTION AT ENTRY 1/2" = 1'-q" TVC010-007 d" 4' HIGH , ¢ 1/2" PLYWOOD ALUM r WRAP TYPICAL CORNER GUARDS TYPICAL (2) 1 5/8"X3 5/8"X18 GA "C" CHANNELS COLUMN DETAIL 6 3" = 1'-0" TVC010-006 WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 48/24 SPAN RATING. ATTACH WITH #10 WAFER HEAD SCREWS AT 12" OC TO ALL MEMBERS. (2) 8"x1 5/8"x20 GA BOX �2 HEADER WITH 3 5/8"x1 5/8"x16 GA TRACK ON TOP AND BOTTOM o U- Q z 7j SIDE WALL OR o v COLUMN BEYOND CO u0 EXISTING SECTION B 0 I 1 0 3 5/8"x16 GA TRACK AT (1) 3 00 TOP OF ALL WALLS o (1) 3 a 0 r TION TC010-010 TION TC01�_ POWER POLE REF MTVC1 - -- 6" SOUND ATTENUATION 1/2" PLYWOOD INSULATION OVER EXAM SCREENING AROUND DECK ONLY PERIMETER OF EXAM ROOM WALLS 2X BLOCKING 6"x18 GA METAL o CEILING JOISTS AT 16" OC 00 3/4" PLYWOOD DECK 3 5/8" X 16 GA ATTACHED TO TOP OF JOISTS METAL TRACK OVER EXAM, CONTACT SALES, 3 5/8" SOUND ATTENUATION AND PRETEST ROOMS INSULATION IN EXAM WALLS SECTION B 6"x18 GA METAL 0 CEILING JOISTS AT 16" OC 00 3/4" PLYWOOD DECK 3 5/8" X 16 GA ATTACHED TO TOP OF JOISTS METAL TRACK OVER EXAM, CONTACT SALES,3 5/8" SOUND ATTENUATION AND PRETEST ROOMS INSULATION IN EXAM WALLS SECTION A CEILING DETAIL 1" =5 TVC010-005 TVC010-004 X1 5/8"x20 GA BOX HEADER WITH 3 5/8"x1 1/4"x16 GA ON TOP AND BOTTOM 5/8"x1 5/8"x18 GA JACK STUD--------� 5/8"x1 5/8"x18 GA KING 11 1 LOPEN TO OPTICAL SALES? GOPEN TO OPTICAL SALES7 LOPEN TO OPTICAL SALES POWER POLE 192 LCASH WRAP LOPEN TO OPTION 1 » » i r 2 2 X16 GA METAL TEMPORARY VISION CENTER FRONT 6" CEILING JOISTS AT 1 /4" 16" OC WITH 3/4" PLYWOOD DECK TO K�5A BE ATTACHED TO TVC1 TOP OF JOISTS OVER EXAM, `o CONTACT SALES, � (2) 8" F 1 AND PRETEST Q J TRACK FLUSH HOLLOW METAL 3 5/8" X 16 GA 0 w c/AO80-DRF METAL TRACK 112604 1/2" PLYWOOD INTERIOR (BOTH SIDES) 3 5/8"X18 GA METAL STUDS AT 16" OC METAL TRACK FINISHED FLOOR 5B TVC1 r r r r r 6"x 16 GAUGE METAL CEILING JOISTS AT 16" OC WITH 3/4" PLYWOOD DECK TO BE ATTACHED TO TOP OF JOISTS OVER EXAM, CONTACT SALES, AND PRETEST ROOMS 3 5/8"x 6 GA METAL TRACK 1/2" PLYWOOD BOTH SIDES 3 5/8X18 GA METAL STUDS AT 16" OC FINISH FLOOR — C SECTION AT CEILING 9 1/2" 1'-0" TVC010-009 WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 48/24 SPAN RATING. ATTACH WITH #10 WAFER HEAD SCREWS AT 12" OC TO ALL MEMBERS. SECTION A SECTION B 10 INTERIOR WALL JOISTS AT SIM 3 5/8"x16 GA co o METAL TRACK UL :INTERIOR o w I o co U- 0 1/2" PLYWOOD © BOTH SIDES 3 5/8"x18 GA METAL STUDS AT 16" OC METAL TRACK (8� SIDE WA NOTE: ALL TRACK TO BE 16 GA UNLESS OTHERWISE NOTED NOTE: ALL STUDS TO BE 18 GA UNLESS OTHERWISE NOTED (2) 6"x18 GA JOISTS. ATTACH TO BOX HEADER WITH (4) #10 SCREWS (2) 8"x1 5/8"x20 GA BOX En HEADER WITH 3 5/8"x1 5/8"x16 ~ GA TRACK ON TOP AND BOTTOM o Q z 1/2" PLYWOOD COLUMN WRAP b ED REF 6-TVC1 00 U- 0 a- 0 CONT TRACK TO MATCH SIZE AND GAUGE OF WALL STUDS, ATTACH TO EXISTING FLOORING WITH (4) 1/4" MASONRY SCREWS (SIMPSON TITEN OR SIMILAR)-�� EXISTING FLOOR SECTION A SECTION AT ENTRY 1/2" = 1'-q" TVC010-007 d" 4' HIGH , ¢ 1/2" PLYWOOD ALUM r WRAP TYPICAL CORNER GUARDS TYPICAL (2) 1 5/8"X3 5/8"X18 GA "C" CHANNELS COLUMN DETAIL 6 3" = 1'-0" TVC010-006 WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 48/24 SPAN RATING. ATTACH WITH #10 WAFER HEAD SCREWS AT 12" OC TO ALL MEMBERS. (2) 8"x1 5/8"x20 GA BOX �2 HEADER WITH 3 5/8"x1 5/8"x16 GA TRACK ON TOP AND BOTTOM o U- Q z 7j SIDE WALL OR o v COLUMN BEYOND CO u0 EXISTING SECTION B 0 I 1 0 3 5/8"x16 GA TRACK AT (1) 3 00 TOP OF ALL WALLS o (1) 3 a 0 r TION TC010-010 TION TC01�_ POWER POLE REF MTVC1 - -- 6" SOUND ATTENUATION 1/2" PLYWOOD INSULATION OVER EXAM SCREENING AROUND DECK ONLY PERIMETER OF EXAM ROOM WALLS 2X BLOCKING 6"x18 GA METAL o CEILING JOISTS AT 16" OC 00 3/4" PLYWOOD DECK 3 5/8" X 16 GA ATTACHED TO TOP OF JOISTS METAL TRACK OVER EXAM, CONTACT SALES, 3 5/8" SOUND ATTENUATION AND PRETEST ROOMS INSULATION IN EXAM WALLS SECTION B 6"x18 GA METAL 0 CEILING JOISTS AT 16" OC 00 3/4" PLYWOOD DECK 3 5/8" X 16 GA ATTACHED TO TOP OF JOISTS METAL TRACK OVER EXAM, CONTACT SALES,3 5/8" SOUND ATTENUATION AND PRETEST ROOMS INSULATION IN EXAM WALLS SECTION A CEILING DETAIL 1" =5 TVC010-005 TVC010-004 X1 5/8"x20 GA BOX HEADER WITH 3 5/8"x1 1/4"x16 GA ON TOP AND BOTTOM 5/8"x1 5/8"x18 GA JACK STUD--------� 5/8"x1 5/8"x18 GA KING TEMPI 1/4" W-011, OPTION 1 RARY VISI 10,-0" OPTION 2 (2) 3 5/8"x1 5/8"08 GA JACK STUDS 11 1 DRAWN BY: POWER PROTO: 192 OPEN TO DECK ABOVE 6" SOUND ATTENUATION INSULATION OVER EXAM DECK ONLY LOPEN TO -OPEN TO DECK ABOVE- , ".�(2) 6"X18 GA JOISTS. ATTACH TO EACH WALL WITH (4) #10 SCREWS LOPEN TO LOPEN TO LOPEN � �--OPEN TO OPEN TO TO U OPTICAL SALES? f OPTICAL SALES 6" SOUND ATTENUATION �-(2) 6"X18 GA JOISTS. HEADER i r -. REF 3-TVC1 I Q r7A OPTICAL SALES? DECK ONLY WALL WITH (4) #10 SCREWS TVC1 _ ?w °� �° �T ¢ f 1 U- AT FLOOR ° .Q I _ -�� Q , \ _ rolop I I - �" I SALES TEMPI 1/4" W-011, OPTION 1 RARY VISI 10,-0" OPTION 2 (2) 3 5/8"x1 5/8"08 GA JACK STUDS `-3 5/8"x1 5/8"x18 GA STUDS 16" OC OPTION 2 =LATER FRONT FRAMING ELEVATION TVC010-003 lot—Oto 11 1 DRAWN BY: POWER PROTO: 192 OPEN TO DECK ABOVE 6" SOUND ATTENUATION INSULATION OVER EXAM DECK ONLY LOPEN TO -OPEN TO DECK ABOVE- , ".�(2) 6"X18 GA JOISTS. ATTACH TO EACH WALL WITH (4) #10 SCREWS LOPEN TO LOPEN TO OPEN TO � �--OPEN TO OPEN TO OPTICAL SALES 7 d i U OPTICAL SALES? f OPTICAL SALES 6" SOUND ATTENUATION �-(2) 6"X18 GA JOISTS. HEADER i r -. REF 3-TVC1 I Q r7A i DECK ONLY WALL WITH (4) #10 SCREWS TVC1 _ ?w °� �° �T AT FLOOR ° `-3 5/8"x1 5/8"x18 GA STUDS 16" OC OPTION 2 =LATER FRONT FRAMING ELEVATION TVC010-003 lot—Oto 6" X 18 GAUGE CEILING JOISTS AT 16" OC UNLESS NOTED OTHERWISE REF MTVC1 3/4" PLYWOOD DECK TO BE ATTACHED TO THE TOP OF THE JOISTS OVER THE EXAM, CONTACT SALES, AND PRETEST, TOP OF CEILING JOISTS AND BOTTOM OF DECK AT 8'-0" 10'-88" 8'-62" 11 1 DRAWN BY: POWER PROTO: 192 OPEN TO DECK ABOVE 6" SOUND ATTENUATION INSULATION OVER EXAM DECK ONLY POLE -OPEN TO DECK ABOVE- , ".�(2) 6"X18 GA JOISTS. ATTACH TO EACH WALL WITH (4) #10 SCREWS -OPEN TO DECK ABOVE OPEN TO � �--OPEN TO OPEN TO DECK ABOVE DECK ABOVE DECK ABOVE 6" SOUND ATTENUATION �-(2) 6"X18 GA JOISTS. HEADER i r -. REF 3-TVC1 INSULATION OVER EXAM ATTACH TO EACH i DECK ONLY WALL WITH (4) #10 SCREWS I _ ?w °� �° �T I 1 I ° .Q I _ -�� P A 0 TIC L , \ _ rolop I I - �" I SALES i �..,.__..L - l / FIXTURES TO BE N I I - -�� -- --� SALES I I ,--- o _ - V' RELOCATED FROM EXISTING VISION 6" X 18 GAUGE CEILING JOISTS AT 16" OC UNLESS NOTED OTHERWISE REF MTVC1 3/4" PLYWOOD DECK TO BE ATTACHED TO THE TOP OF THE JOISTS OVER THE EXAM, CONTACT SALES, AND PRETEST, TOP OF CEILING JOISTS AND BOTTOM OF DECK AT 8'-0" 10'-88" 8'-62" ( 1EXHAUST FAIy/ IREF MTVC1--�1'-8" 1'-q" I 1'_0" TYPICAL O P TI O N 1 TYPICA� TEMPORARY VISION CENTER CEILING JOIST PLAN 1/4$0 - 1'-0" 30'-p„ 6'-0" 3q' -O» 2'-38» 8'-8$» g'-0" 8,-$$» 2'-3510 v N 3,4-TVC1 v 0 411pi rIN wi ._....._._—.---......_._.._._._._._..-------------------- N ----� —'1 II I UN I 1 UN 2 TEMPORARY VISION CENTER NOTES 1. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED IN THE LOCATION AS DIRECTED BY WAL-MART. THIS LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY WAL-MART. WAL-MART WILL MOVE FIXTURES IN THE WAY OF THE TEMPORARY VISION CENTER. 2. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED PRIOR TO THE DEMOLITION OF THE EXISTING VISION CENTER. ALLOW ENOUGH TIME TO MOVE INTO THE TEMPORARY VISION CENTER PRIOR TO DEMOLISHING THE EXISTING ONE. COORDINATE WITH CONSTRUCTION MANAGER. 3. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED WITH 3 5/8" X 18 GA METAL STUDS AT 16" OC (TOTAL HEIGHT 8'-0") UNLESS NOTED OTHERWISE. 4. FIRE RETARDANT WOOD MAY BE SUBSTITUTED IN PLACE OF METAL (STUDS, CEILING FRAMING AND BRACING) IF LOCAL CODE OR AUTHORITY HAVING JURISDICTION ALLOWS, AND APPROVAL FROM WAL-MART CONSTRUCTION MANAGER. WHEN WOOD FRAMING IS ALLOWED BY LOCAL AHJ VERIFY PROPER CEILING JOIST DIMENSIONS AND SIZE WITH LOCAL AHJ. 5. ALL WALLS SHALL BE CLAD WITH FIRE RETARDANT PLYWOOD. 6. REMOVE ENTIRE TEMPORARY VISION CENTER ONCE NEW VISION CENTER IS OPERATIONAL. REPLACE ANY FINISHES THAT WERE DAMAGED DURING THE CONSTRUCTION OF THE TEMPORARY VISION CENTER. 7. CONTRACTOR TO INSTALL HASPS AT TOP AND BOTTOM OF STRIKE SIDE FOR LAB DOOR. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER 8. VISION CENTER MANAGER TO SUPPLY 2 LOCKS PER DOOR 9. ALL HINGES SHALL BE INSTALLED IN A SECURE FASHION, NO HINGES OR HINGE SCREWS TO BE EXPOSED TO EXTERIOR OF VISION CENTER. 10. CONTRACTOR TO TEMPORARILY EXTEND EXISTING PHONE SERVICE TO TEMPORARY VISION CENTER. COORDINATE PHONE LOCATION WITH WAL-MART CONSTRUCTION MANAGER AND VISION CENTER MANAGER. 11. TEMPORARY VISION CENTER TO BE COMPLETED 24 HOURS PRIOR TO MOVE TO ALLOW FOR STATE BOARD INSPECTION. 00 -------------------4 - I -• --------- ------- m /FH ------------- - -y------------y_-----------EADER POWER 6 REF 3-TVC1 POLE TVC1 7B-TVC1 I I DRAWN BY: POWER PROTO: 192 PROTO CYCLE: POLE DOCUMENT DATE: 02-06-09 OPEN TO � �--OPEN TO OPEN TO DECK ABOVE DECK ABOVE DECK ABOVE 6" SOUND ATTENUATION �-(2) 6"X18 GA JOISTS. HEADER i r -. REF 3-TVC1 INSULATION OVER EXAM ATTACH TO EACH i DECK ONLY WALL WITH (4) #10 SCREWS I _ ?w °� �° �T OPTICAL ° .Q I _ -�� P A 0 TIC L , \ _ rolop I I - �" I SALES i �..,.__..L - l / FIXTURES TO BE N I I - -�� -- --� SALES I I ,--- o _ - V' RELOCATED FROM EXISTING VISION { i _ CENTER LOCATION I 1 11 -92 1'-0" 3'-0"X 1'-p" Cn 12'-72 ( I 1 12 -98 „ EXHAUST FA 1 -4 IREF MTVC1 1 ( 1EXHAUST FAIy/ IREF MTVC1--�1'-8" 1'-q" I 1'_0" TYPICAL O P TI O N 1 TYPICA� TEMPORARY VISION CENTER CEILING JOIST PLAN 1/4$0 - 1'-0" 30'-p„ 6'-0" 3q' -O» 2'-38» 8'-8$» g'-0" 8,-$$» 2'-3510 v N 3,4-TVC1 v 0 411pi rIN wi ._....._._—.---......_._.._._._._._..-------------------- N ----� —'1 II I UN I 1 UN 2 TEMPORARY VISION CENTER NOTES 1. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED IN THE LOCATION AS DIRECTED BY WAL-MART. THIS LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY WAL-MART. WAL-MART WILL MOVE FIXTURES IN THE WAY OF THE TEMPORARY VISION CENTER. 2. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED PRIOR TO THE DEMOLITION OF THE EXISTING VISION CENTER. ALLOW ENOUGH TIME TO MOVE INTO THE TEMPORARY VISION CENTER PRIOR TO DEMOLISHING THE EXISTING ONE. COORDINATE WITH CONSTRUCTION MANAGER. 3. THE TEMPORARY VISION CENTER SHALL BE CONSTRUCTED WITH 3 5/8" X 18 GA METAL STUDS AT 16" OC (TOTAL HEIGHT 8'-0") UNLESS NOTED OTHERWISE. 4. FIRE RETARDANT WOOD MAY BE SUBSTITUTED IN PLACE OF METAL (STUDS, CEILING FRAMING AND BRACING) IF LOCAL CODE OR AUTHORITY HAVING JURISDICTION ALLOWS, AND APPROVAL FROM WAL-MART CONSTRUCTION MANAGER. WHEN WOOD FRAMING IS ALLOWED BY LOCAL AHJ VERIFY PROPER CEILING JOIST DIMENSIONS AND SIZE WITH LOCAL AHJ. 5. ALL WALLS SHALL BE CLAD WITH FIRE RETARDANT PLYWOOD. 6. REMOVE ENTIRE TEMPORARY VISION CENTER ONCE NEW VISION CENTER IS OPERATIONAL. REPLACE ANY FINISHES THAT WERE DAMAGED DURING THE CONSTRUCTION OF THE TEMPORARY VISION CENTER. 7. CONTRACTOR TO INSTALL HASPS AT TOP AND BOTTOM OF STRIKE SIDE FOR LAB DOOR. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER 8. VISION CENTER MANAGER TO SUPPLY 2 LOCKS PER DOOR 9. ALL HINGES SHALL BE INSTALLED IN A SECURE FASHION, NO HINGES OR HINGE SCREWS TO BE EXPOSED TO EXTERIOR OF VISION CENTER. 10. CONTRACTOR TO TEMPORARILY EXTEND EXISTING PHONE SERVICE TO TEMPORARY VISION CENTER. COORDINATE PHONE LOCATION WITH WAL-MART CONSTRUCTION MANAGER AND VISION CENTER MANAGER. 11. TEMPORARY VISION CENTER TO BE COMPLETED 24 HOURS PRIOR TO MOVE TO ALLOW FOR STATE BOARD INSPECTION. 00 -------------------4 - I -• --------- ------- m /FH ------------- - -y------------y_-----------EADER POWER 6 REF 3-TVC1 POLE TVC1 7B-TVC1 I I DRAWN BY: JM PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 EQ i. 8-0 r - EQ HEADER i r -. REF 3-TVC1 i - �T °� r%0 OPTICAL SALES I _ ?w °� �° �T OPTICAL ° .Q I _ -�� P A 0 TIC L , \ _ rolop I I - �" I SALES i �..,.__..L - l / FIXTURES TO BE N I I - -�� -- --� SALES 1 ,--- o _ - V' RELOCATED FROM EXISTING VISION { i _ CENTER LOCATION I 1 11 -92 1'-0" 3'-0"X 1'-p" Cn 12'-72 ( I 1 12 -98 „ � 11 -78 �I I v wi ULn MIN 7'H CO MIN ul MIN 7'H CO MIN -----------J %A AWAM AMNAWNW" EXAM U �' TVC CONTACT SALES i i i x o i 0 v PRETEST 1OB-TVC1 EXAM v TVC CONTACT SALES ii i x o 0j PRETEST —* 1OB-TVC1 0) 2-TVC2 `�'� " 2--TVC2 SINK TO BE i i '� ILE CABINETS AND °' 2-TVC2 SINK TO BE ' 1 M ~ FILE CABINETS POWER _ POLE �r » 3 5/8 SOUND �� �� A MINIMUM OF 200 JOB TRAYS TO BE c-I� RELOCATED FROM .r. 3 5/8" SOUND 10A -TV �� A MINIMUM OF 200 AND JOB TRAYS TO BE I ^00IN ATTENUATION EXAM 1OA-TVC1 SIM 2'-11" '-6" SQUARE �► EXISTING VISION I ATTENUATION 2-TVC2 SIM 2,-11" 1'-6" SQUARE r —� RELOCATED WALLS ONLY INCHES 10A-TVC1 ILI CENTER LOCATION IN EXAM �� INCHES I OA-TVC1 FROM EXISTINC 9-TVC1 TYPICALWALLS 9-TVC1 ONLY TYPICAL I VISION LATER � /-- LOCATION o I CONTRACTOR TO N BUILD AND INSTALL . _ . _ I CABINETS AN I r cull 12'--800 8'-8" ( LOU 8'-8" OPTION 1 TEMPORARY VISION CENTER PLAN 1 1 /4" = 1'-0" RM/TVC010-001 _A D COUNTERTOPS FOR TEMPORARY VISION CENTERS 12'-8'f 8'-8" 011 81--8" OPTION 2 0 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 a W C31, C 0 © W hoz Z r0 a O i as o C z w to 0 IISSUE BLOCK A104-15-091CCD #2 CHECKED BY: RF/SW DRAWN BY: JM PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 TEMPORARY VISION CENTER PLANS P P PATCH AND REPAIR SALES FLOOR AS REQUIRED TO INSTALL FIXTURES AND PLUMBING. MATCH EXISTING FLOOR TYPE, COLOR, AND FINISH R CASES AND CART FURNISHED BY WAL--MART, INSTALLER BY - REFRIGERATION CONTRACTOR. VERIFY EXACT LOCATION OF CASES PRIOR TO STARTING CONSTRUCTION (TYP). P C a c 0 a FRONT GR 4 +� 3/32" — 1'--0" �Q R32: NEW 5 Q� R32: NEW 5 R32: NEW 4 DOOR REACH -IN NEW WALL BEHIND DOOR REACH -IN DOOR REACH --1N FROZEN CASE 0 � FREEZER --� 00 BAKERY EQUIPMENT LEGEND cv BULKHEAD �0 u, EQUIPMENT NOTES NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL SUPPLIED INSTALIM BY BY FINAL CONNECT NOTES 1. REFERENCE SHEET Al FOR EQUIPMENT LOCATION 2, 3 --COMPARTMENT, PREP SINKS AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES B09 1 BAKERY SHELVING UNIT BY WAL—MART 2 U WM WM cj 0 "- 4 3. WA, WAL—MART TO SUPPLY SS FIXTURES BY UNIVERSAL STAINLESS IN THE FOLLOWING STATES: CO, ID, KS, MT, ND, NE, SD, OR, WY B19 15 BAKERY MOBLIE RACKS IBY WAL—MART 4 — _ — NO. QTY. DESCRIPTION M1SC, GROCERY EQUIPMENT LEGEND MFR. OR SUPPLIER MODEL SUPPLIED IMAL1.111 BY BY FINAL CONNECT N01M WAL—MART TO SUPPLY SS, FIXTURES BY WIN -HOLT IN THE FOLLOWING STATES: AK, AL, AR, AZ, CA, CT, DE, FL, GA, HI, IA, IL, IN, KY, LA, MA, MD, ME, MI, MN, MO, MS, NC, NH, NJ, NV, NM, NY, OH, OK, PA, RI, SC, TN, TX, UT, VA, VT, WI, WV 4. QUANTITY AND TYPE BY WAL—MART. RACKS SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS MG21 1 WASTE COOKING OIL TANK W/CADDY DARLING 2500—CW WM GC GC 6 5 EQUIPMENT SUPPLIED TO HAVE CLEAR COATED GALVANIZED EXTERIOR, WITH SLACK INTERIOR AND COLOR BANDS REFRIGERATED CASE LEGEND 6. REFERENCE SPEC SECTION 01600 FOR SPECIAL INSTRUCTIONS FOR STORES WHICH HAVE AN EXISTING WASTE COOKING OIL TANK NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. SUPPLIED NSTM BY BY RNAL CONNECT NOTES (EXPANSIONS AND RELOCATIONS ONLY) 7. NOT USED R07 2 8' M/D DAIRY/DELI TYLER N6DHPM 5 8. GENERAL CONTRACTOR TO INSTALL WAL-'MART FURNISHED SOAP DISPENSER. R07 4 12' M/D DAIRY/DELI TYLER N6DHPM 5 9. WAL—MART TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM—A-LOT), MARATHON EQUIPMENT CO, OR PHILADELPHIA R12 7 MED/LOW TEMP COFFIN HUSSMAN FW 5 TRAMRAIL. REF GROCERY EQUIPMENT MANUAL FOR MODEL INFORMATION 10. NOT USED R12E 14 MED/LOW TEMP COFFIN END HUSSMAN FWE5 11. WAL-MART TO PROVIDE PAPER TOWEL DISPENSER R25 2 UNITIZED CONVERTIBLE PROMO ISLAND HUSSMAN CW2U—GE-90 REF SPECIFICATIONS 5 R32 31 REACH -IN FREEZER/ICE CREAM HUSSMANN RL 5 R41 4 12' M/D BEER KYSOR/WARREN HQD6L 5 R45 36' 1 M/D DAIRY REAR LOAD TYLER N6DHPMR 5 ABBREVIATION KEY ES EQUIPMENT SUPPLIER RC REFRIGERATION CONTRACTOR GC GENERAL CONTRACTOR REC REFRIGERATION ELECTRICAL CONTRACTOR WM WAL-MART CW OWNER P P PATCH AND REPAIR SALES FLOOR AS REQUIRED TO INSTALL FIXTURES AND PLUMBING. MATCH EXISTING FLOOR TYPE, COLOR, AND FINISH R CASES AND CART FURNISHED BY WAL--MART, INSTALLER BY - REFRIGERATION CONTRACTOR. VERIFY EXACT LOCATION OF CASES PRIOR TO STARTING CONSTRUCTION (TYP). P C a c 0 a FRONT GR 4 +� 3/32" — 1'--0" �Q R32: NEW 5 Q� R32: NEW 5 R32: NEW 4 DOOR REACH -IN NEW WALL BEHIND DOOR REACH -IN DOOR REACH --1N FROZEN CASE 0 � FREEZER --� 00 FREEZER -n - cv BULKHEAD �0 u, -------------J t---� N 0 PAINT BULKHEAD J N O o PQ DELI Go IY °c 2 U fl DELI cj 0 "- 0 V) m� .. 0 4'-0" H 0 a0i RY PIT A wl, A* 00 I to TUNNEL PLAN OF R32: NEW 5 R32: NEW 5 R32: NEW 5 R32: NEW 4 DOOR REACH -IN NEW WALL BEHIND DOOR REACH -IN DOOR REACH --1N FROZEN CASE FREEZER --\ FREEZER --� RAISE EXISTING FREEZER -n - FREEZER BULKHEAD �4___________-�, -------------J t---� N I{ ...�.—.�... _ _ —__—_ 09 O o PQ DELI IY COOLER I I fl DELI v I ii FREEZER V) .. 4'-0" H 000 �X x GROCERY w 00 2 1 �8" = 1s—oss , HALF WALL ,I4 w ,�n 05cfl NSTALL FRP2 THROUGHOUT EVATION CAKE DECORATING AREA GA010--002 RELOCATED EXISTING CASES RELOCATED EXISTING CASES RELOCATED EXISTING CASES o wl M TYP OF 4 KEYNOTES: ADDED 6.05 ;1 I�R Y ELEVATION J �/e' - i -o cnma-oo� R32: NEW 4 R32: NEW 5 R32: NEW 5 R32: NEW 5 R32: NEW 4 DOOR REACH -IN DOOR REACH --IN DOOR REACH -IN DOOR REACH --1N DOOR REACH FREEZER --\ FREEZER --� FREEZER -n FREEZER -n - FREEZER /--REF 11—GA1.1 NEW D/T COFFIN END R12: NEW 12' D/T COFFIN KEYNOTES 1.50 24" STAINLESS STEEL BOLLARD, 4" OD 1.54 FLOOR MOUNTED RAILING 6.05 SCHEDULE 40 PVC PIPE: PIPE SIZE / n. NOTED BESIDE KEYNOTE FO PAINT BULKHEAD P14 NEW DOOR AND FRAME FA GENERAL 710 West DriveSHEET NOTES Rogers, Arkansas 7276 Phone: 479.636.360 1. ALL PLAN DIMENSIONS ARE FACE OF STUD OR Fax: 479.6M.1209 MASONRY UNLESS NOTED OR SHOWN OTHERWISE. William Douglas Hurley 2. ALL STUD WALLS SHALL BE FIRE RETARDANT Florida License No AR91919 WOOD OR METAL STUDS AT 16" OC UNLESS Barry L. McNeill NOTED OTHERWISE, Florida Lloonse No AR0016653 3. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL STAINLESS STEEL TRIM TO CLOSE ANY GAPS THAT ARE LEFT BETWEEN THE END CASES AND LONG CASE RUNS w �- AFTER THE CASES ARE SET IN THEIR FINAL —zg 3 POSITION. In Q I 4. REFRIGERATION PIT DIMENSIONS ON PLAN ARE INSIDE CLEAR DIMENSIONS; SPOT ELEVATIONSQ GO INDICATE LEVEL OF BOTTOM MOST POINT OF U- '' PVC PIPE WHERE IT CONNECTS TO A z�0 CONCRETE PIT, PVC PIPE TUNNELS TO SLOPE � W 15 a~1 © l 1 Q DOWN TOWARDS RISERS AT 1" PER 20'-0" �� ,c !205 E� RUN. 0 -SSB 5. DIMENSIONS OF REFRIGERATION CASES ARE TO P w d THE OUTERMOST POINTS OF THE CASES; N c+� ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT OF OWNER -FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTOR BUILT ITEMS. MEAT PREP 912 1, U, v rQp MEAT -- HOLDING ✓.�'� � . �� l .�/'l ✓'% .�✓'% ��✓�'% �_�.� 1 / COOLER `° NW o COFFIN END TYP OF 4 -- ° _ C w U_ am S1 AFOOD EAF00 FREEZER EXISTING kOOLER R ISED TUNNEL OOR f. 1 SEAFOOD PREP I I— I �c A GROCERY SALES CASES FURNISHED BY WAL—MART, 900 INSTALLED BY REFRIGERATION CONTRACTOR. 1.54 VERIFY EXACT LOCA11ON OF CASES WITH R32: 3 DOOR WAL-MART CONSTRUCTION MANAGER PRIOR / / REACH -IN FREEZER-`�� TO STARTING CONSTRUCTION. (TYP) SEPARATE CONTRACTOR IS _ RESPONSIBLE FOR RE -SKIN f xoil 0 OF EXISTING REFRIGERATED �- �- GA1,1 I ? "w11 II g CASES TO REMAIN R25: UNITIZED 63' -9°. - CONVERTIBLE I + + -/0'07 PROMO ISLAND I I © D R25: UNITIZED RCP/RF/SW DRAWN BY CONVERTIBLE PROTO: 192 PROMO ISLAND 1. 4 CONTRACTOR TO I I REUSE EXISTING PITS AND TUNNEL �4___________-�, -------------J t---� N I{ ...�.—.�... _ _ —__—_ 09 O o PQ DELI IY COOLER I I fl DELI v I ii FREEZER V) FRONT 1/8 H = 1'-0" GROCE DELI PREP T 902 / RY PLAN GA010-001 I wl PRODUCE 15 BAKERYI I II PREP RACKS (1319) ',/ c4 I 909 NEW MOP SINK 116'-0j" ,� ;' r • REF MEP EXTEND BULKHEAD TO NEW WALL MATCH EXISTING �—O„ H / I CONSTRUCTION i //4 HALF / ----------------------%-- R32: 2 DOOR /'/'�� -- ------------ ----�`\,\\M FRZ CAKE r i i 40 47 r --------- --,, / ¢ SHELVING SERVICE DELI _ _____________ ---- ------ 1 901 M/T CAKE— `----- 1 PRODUCE I / COOLER 3—GAT RELOCATE TABLES CAKE — i CASED OPENING 4 DECORATING<— A6 935 4'-0" H e- BAKERY HALF WALL 9 16,-0" 906 m co BAKERY FREEZER BAKERY COOLER RISSUE BLOCK 1 03--06-09 ADDENDUM #3 3 04-15-09 CCD #2 /4\ 05-04-09 CCD #3 CHECKED BY: RCP/RF/SW DRAWN BY JM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 t---� N 09 O o PQ IY © v I w 14 V) .. 0 RISSUE BLOCK 1 03--06-09 ADDENDUM #3 3 04-15-09 CCD #2 /4\ 05-04-09 CCD #3 CHECKED BY: RCP/RF/SW DRAWN BY JM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 �•- eesyy vs e e AIT0016853 ••= w IL••• ••' �► e; ,lI MAY 0 5 2009 FRONT GROCERY FLOOR PLAN SHEET: GA1 1 0 0 0 v n n, M Q n o N � E a0 V �C-4 0 c j c a 0-0 n 0 M " 0 C n ca �' r Q a 000 Z0 C�5i U -)x X X 603 N Z 04 CHASE WALL HEIGHT TO REF PLAN BOTTOM OF JOISTS; COORDINATE CLOSING OF CHASE WITH REFRIGERATION CONTRACTOR (BY GC) PIT COVER TO ACCEPT VCT, I E TILE, OR FLOORING TO MATCH ADJACENT t SCHEDULE 40 PVC REFRIG i TUNNELS; TOP OF PVC VARIES i WITH 1" PER 20' SLOPE i 1 DOWNWARD FROM REFRIGERATION PIT EXIT TO i t REFRIGERATION RISER PIT ENTRANCE; BY Gc7 i i P ! 4 REFRI 1 1" - 1' -0" REFRIGERATION PIPING (REFER TO REFRIGERATION PLANS); BY RC 3 5/8" METAL STUD BOX BEAM TO SPAN .PIT OPENING; BY GC 1- #4 CONT, AROUND OPENING; BY GC DOWEL WITH #014" 0 24" EPDXY 4" INTO EXISTING WITH HILTI HYISO. (TYP); BY GC 100'--O" FINISH FL00 PREFAB FIBERGLASS ACCESS PIT •- AND ANCHORING ASSEMBLY INSTALL PER INSTRUCTIONS. MODEL ADL, MFR - CRAIG MFG., EPHRATA, PA (717) 733-1412; BY GC TION RISER PIT, GA011-010 NOTE: THIS DETAIL ONLY OCCURS IN THE GROCERY SERVICE AREAS: PRODUCE, DELI PREP, DELI UTILITY, BAKERY BAKERY UTILITY UTILITYFOOD SERVICE AND SEAFOOD PREP IF APPLICABLE). 6B �1 WALL �DITAIL METAL STUD LINTEL. REF 1-A6 6" DOUBLE METAL STUD JAMB NISHES TO MATCH (ISTING ' METAL BOTTOM TRACK -1/2" METAL TRACK. TACH TO ADJACENT ;ISTING STUDS. REMOVE ;ISTING FINISHES TO ALLOW "UD TO STUD CONNECTION ;ISTING STUD PARTITIONS 5JAMB oDETAIL. 1 1/24--m— I$—f* t1 0 W wr a. 0 w s, w a 0 m N LLI rr E. 1/2" MOISTURE RESISTANT ' 1/2" MOISTURE 1/2" C --D PLYWOOD. COVER GYPSUM BOARD RESISTANT GYPSUM 192 0 BOARD DOCUMENT DATE: 1/ 2" x 10" H CEMENT � `-1/2" ,x 10" H CEMENT BOARD rj MATCH ADJACENT FINISHES; O BOARD � .�..�,. 4" BUILDING TAPE FULL STEEL TRACK HEIGHT OF WALL AND 4" BUILDING TAPE FULL ti ,,- ALL VERTICAL WALL BOARD JOINTS HEIGHT OF WALL AND ALL VERTICAL WALL BOARD JOINTS `'`—SILL SEALER INSIDE CORS SILL SEALER REF SPEC REF SPEC SECTION 09655 QUISIDE CORNER SECTION 09655 TYPICAL BOTHSIDES O V l ) 1 O —3 1/2" SILL SEALER SELF ADHERED TO � a CONCRETE FLOOR AND CEMENT BOARD FRP ON MOISTURE RESISTANT GYPSUM BOARD CIC1 TO MATCH ADJACENT 10"Hx1/2" CEMENT BOARD iv 2'-0" MAX. STUD SPACING; POLYURETHANE SEALANT (REF SPECS) COVED QUARRY BASE IN LATEX LINES MOUNTED TO UNISTRUT; MORTAR BED (MATCH ADJACENT) UNISTRUT TO BE ATTACHED TO SILL SEALER 6B �1 WALL �DITAIL METAL STUD LINTEL. REF 1-A6 6" DOUBLE METAL STUD JAMB NISHES TO MATCH (ISTING ' METAL BOTTOM TRACK -1/2" METAL TRACK. TACH TO ADJACENT ;ISTING STUDS. REMOVE ;ISTING FINISHES TO ALLOW "UD TO STUD CONNECTION ;ISTING STUD PARTITIONS 5JAMB oDETAIL. 1 1/24--m— I$—f* t1 0 W wr a. 0 w s, w a 0 m N LLI rr E. 1 REFRIGERATION PIPE CHA PIT COVER BYSCHEDULE 40 PVC REFRIG MANUFACTURER TUNNELS; SET TOP OF PVC AT 4" BELOW FF AND SLOPE DOWN 4 1" PER 20' TOWARDS RISERS; REF SPOT ELEVATIONS ON Al; BY GC TRENCH SUBSURFACE TO 2" OWEL WITH #4X14" 0 24" BELOW BOTTOM OF PVC; EPDXY 4 INTO EXISTING WITH FILL WITH GRANULAR 1— #4 CONT. 4'-0" HIL11 HYISO. (TYP); BY GC MATERIAL; BY GC ------ 10"0 SCHED. 40 PVC REFRIG. TUNNELS; SET TOP OF PVC AT BY GC AROUND OPENING; SET EMS CONDUIT AT BOTTOM 4" BELOW FIN. FLR. AND SLOPE OF TRENCH REFER TO DOWN 1 PER 20 TOWARDS ELECTRICAL PLANS; RISERS; BY GC WISH F�OOR BY GC DOWEL WITH #4X14" ® 24" _ ELECTRICAL CONDUIT FOR EPDXY 4 INTO EXISTING WITH o ° 1 "`"""" REFRIGERATED CASES (TYP.); HIL TI HYISO. (TYP); BY GC ,,�� BY GC __ ....__� 100'-0" FINISH FLOOR 4 a y 4. •o -III I ' I III' �- @ _ Ir i 1= I�EW11 11! III PREFAB FIBERGLASS ACCESS PIT AND ANCHORING ASSEMBLY INSTALL 2'-D" PER INSTRUCTIONS, MODEL ADL, MFR — CRAIG MFG., EPHRATA, PA (717) 733-1412; BY GC REFRIGERATION PIT9 1b1,—Q" REFRIGERATION TRENCH DETAIL GA011-009 1" = 1'-0" GA011-008 NOTE: THIS DETAIL ONLY OCCURS IN THE GROCERY SERVICE AREAS: PRODUCE, DELI PREP, DELI UTILITY, BAKERY BAKERY UTILITY UTILITY FOOD SERVICE AND SEAFOOD PREP IF APPLICABLE). 1/2" MOISTURE RESISTANT 1/2" MOISTURE GYPSUM BOARD RESISTANT GYPSUM BOARD 1/2" x 10" H CEMENT 1/2" x 10" H CEMENT BOARD .,` / BOARD 4" BUILDING TAPE FULL STEEL TRACK HEIGHT OF WALL AND 4" BUILDING TAPE FULL ALL VERTICAL WALL HEIGHT OF WALL AND ALL BOARD JOINTS VERTICAL WALL BOARD JOINTS SILL SEALER MIRE CORNER SILL SEALER OUTSIDE CORN R REF SPEC REF SPEC SECTION 09655 -ER SECTION 09655 t 3 1/2" SILL SEALER SELF ADHERED TO ' CONCRETE FLOOR AND CEMENT BOARD 1/2" GYPSUM BOARD FRP ON MOISTURE RESISTANT GYPSUM BOARD TO MATCH ADJACENT SEALANT y 10"Hx1/2" CEMENT BOARD BASE POLYURETHANE SEALANT REF FINISH SCHEDULE (REF SPECS) 4"x1/2" CEMENT COVED QUARRY BASE IN LATEX BOARD MORTAR BED (MATCH ADJACENT) SEALANT SILL SEALER NON PREP AREA PREP AREA /� WALL DETAIL ' ' 6A 1 1/2„=19-0.*9 r.,,..�..,.. ,.,........ AND 4 JAMBDETAIL. ETAL ILASTER. VG 4OVE TO TUD 'H 1T TRACK q DUBLE METAL JAMB L STUD LINTEL. I -A6 zl3 1/ SECTION AT Aal/.ERY RACKS GA01 4- 008 REMOVE , �. CEILING C AS REQUI SIDE OF ' 1/2” GYP METAL S1 OC. MATO WALT„ FINI METAL S1 REF 1--Af JAMBBE) BASE TO SECTION AT, 2 1/2$p = 1'-O" NOT AT SIM I I I I I I I I I I I n WALL SECTION 7 1 =ill—on 7URE SIG REFRIGERATED CASE PAN HEAD SHEET METAL SCREWS AT " 0C 25 GAUGE SS OR ALUMINUM TRIM WITH MIN 1/4" RADIUS COVED EDGE BY REFRIGERATION CONTRACTOR CONT SILICONE SEALANT EXISTING FLOORING —SERVICE SEAFOOD.CASE TRI, ninin��u�.nninwrrr.,wwrr�r.�. GA014-002 3" = 1'-O" TAIL. GA014-001 710 West Roseiawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 O � RLP/RF/SW 1/2" C --D PLYWOOD. COVER a IC* C= 192 0 PLYWOOD W/FRP. COLOR TO DOCUMENT DATE: 02-06-09 � rj MATCH ADJACENT FINISHES; O M� BY GC < 0 Lj Q ©1 THIS SIDE OF CHASE TO O V l ) 1 O BE REMOVABLE; BY GC � Q .t CIC1 INTERMEDIATE 6" X 16 GA. v I METAL STUD TO MAINTAIN iv 2'-0" MAX. STUD SPACING; BY GC VERTICAL REFRIGERATION LINES MOUNTED TO UNISTRUT; UNISTRUT TO BE ATTACHED TO WALL OF CHASE. REF: VERTICAL LINE SUPPORT DETAIL; BY RC PROVIDE 1"X1" STAINLESS STEEL ANGLE AT ALL CORNERS. SECURE REMOVABLE .SIDE WITH STAINLESS SCREWS AND GROMMETS AT 12" CENTERS; BY GC---�-•� , I fill 1 REFRIGERATION PIPE CHA PIT COVER BYSCHEDULE 40 PVC REFRIG MANUFACTURER TUNNELS; SET TOP OF PVC AT 4" BELOW FF AND SLOPE DOWN 4 1" PER 20' TOWARDS RISERS; REF SPOT ELEVATIONS ON Al; BY GC TRENCH SUBSURFACE TO 2" OWEL WITH #4X14" 0 24" BELOW BOTTOM OF PVC; EPDXY 4 INTO EXISTING WITH FILL WITH GRANULAR 1— #4 CONT. 4'-0" HIL11 HYISO. (TYP); BY GC MATERIAL; BY GC ------ 10"0 SCHED. 40 PVC REFRIG. TUNNELS; SET TOP OF PVC AT BY GC AROUND OPENING; SET EMS CONDUIT AT BOTTOM 4" BELOW FIN. FLR. AND SLOPE OF TRENCH REFER TO DOWN 1 PER 20 TOWARDS ELECTRICAL PLANS; RISERS; BY GC WISH F�OOR BY GC DOWEL WITH #4X14" ® 24" _ ELECTRICAL CONDUIT FOR EPDXY 4 INTO EXISTING WITH o ° 1 "`"""" REFRIGERATED CASES (TYP.); HIL TI HYISO. (TYP); BY GC ,,�� BY GC __ ....__� 100'-0" FINISH FLOOR 4 a y 4. •o -III I ' I III' �- @ _ Ir i 1= I�EW11 11! III PREFAB FIBERGLASS ACCESS PIT AND ANCHORING ASSEMBLY INSTALL 2'-D" PER INSTRUCTIONS, MODEL ADL, MFR — CRAIG MFG., EPHRATA, PA (717) 733-1412; BY GC REFRIGERATION PIT9 1b1,—Q" REFRIGERATION TRENCH DETAIL GA011-009 1" = 1'-0" GA011-008 NOTE: THIS DETAIL ONLY OCCURS IN THE GROCERY SERVICE AREAS: PRODUCE, DELI PREP, DELI UTILITY, BAKERY BAKERY UTILITY UTILITY FOOD SERVICE AND SEAFOOD PREP IF APPLICABLE). 1/2" MOISTURE RESISTANT 1/2" MOISTURE GYPSUM BOARD RESISTANT GYPSUM BOARD 1/2" x 10" H CEMENT 1/2" x 10" H CEMENT BOARD .,` / BOARD 4" BUILDING TAPE FULL STEEL TRACK HEIGHT OF WALL AND 4" BUILDING TAPE FULL ALL VERTICAL WALL HEIGHT OF WALL AND ALL BOARD JOINTS VERTICAL WALL BOARD JOINTS SILL SEALER MIRE CORNER SILL SEALER OUTSIDE CORN R REF SPEC REF SPEC SECTION 09655 -ER SECTION 09655 t 3 1/2" SILL SEALER SELF ADHERED TO ' CONCRETE FLOOR AND CEMENT BOARD 1/2" GYPSUM BOARD FRP ON MOISTURE RESISTANT GYPSUM BOARD TO MATCH ADJACENT SEALANT y 10"Hx1/2" CEMENT BOARD BASE POLYURETHANE SEALANT REF FINISH SCHEDULE (REF SPECS) 4"x1/2" CEMENT COVED QUARRY BASE IN LATEX BOARD MORTAR BED (MATCH ADJACENT) SEALANT SILL SEALER NON PREP AREA PREP AREA /� WALL DETAIL ' ' 6A 1 1/2„=19-0.*9 r.,,..�..,.. ,.,........ AND 4 JAMBDETAIL. ETAL ILASTER. VG 4OVE TO TUD 'H 1T TRACK q DUBLE METAL JAMB L STUD LINTEL. I -A6 zl3 1/ SECTION AT Aal/.ERY RACKS GA01 4- 008 REMOVE , �. CEILING C AS REQUI SIDE OF ' 1/2” GYP METAL S1 OC. MATO WALT„ FINI METAL S1 REF 1--Af JAMBBE) BASE TO SECTION AT, 2 1/2$p = 1'-O" NOT AT SIM I I I I I I I I I I I n WALL SECTION 7 1 =ill—on 7URE SIG REFRIGERATED CASE PAN HEAD SHEET METAL SCREWS AT " 0C 25 GAUGE SS OR ALUMINUM TRIM WITH MIN 1/4" RADIUS COVED EDGE BY REFRIGERATION CONTRACTOR CONT SILICONE SEALANT EXISTING FLOORING —SERVICE SEAFOOD.CASE TRI, ninin��u�.nninwrrr.,wwrr�r.�. GA014-002 3" = 1'-O" TAIL. GA014-001 710 West Roseiawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 O � RLP/RF/SW DRAWN BY. a IC* C= 192 0 V � DOCUMENT DATE: 02-06-09 � O M� N Lj Q ©1 O V l ) 1 O � CIC1 ISSUE BLOCK w... wwwwrrr wwww,wr 4 m-04-09 CCD #3 CHECKED BY: RLP/RF/SW DRAWN BY. JM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 '%�," .. •�°''off. MAY 0 5 2009 SHEET: GA1.1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 Uj w wwo =) 4- NZLij E ZVf Sq3 X dQ OQJ�O�Zww -Z<N N = Z O gZ au wrwW�oo t� 0- Q rz��Q w o Z a�WQawB��a� p 3i3Qw �oawwzaa:f-Q Sz Mot;L13I5XXazc0w NWz�¢Owdo[�40} Z 80RO-Domm 600-2 =0 c 0 4 % 0--4 w c ooC14 P4h � oW LLJ oI D �C/) z 0 ISSUE BLOCK 03-06-09 I ADDENDUM #3 CHECKED BY: RF/SW DRAWN BY: JHG PROTO: 192 PROTO CYCLE: 02--13-09 DOCUMENT DATE: 02-06-09 MAR 12 2009 Q .E F' N U 0 E c: 0 to U �I E 7 � M0 �_ n 0 n 000 N O � O X - X X a w wo �a z/ tr 6 Q GROCERY INTERIOR FINISH PLAN AND DETAILS SHEET: GA1,2 C_ 0 of ' a N J _0 Q 0 m� Q In O Q) C V 00 0 0 C'4 � 0 Q� U V) Q N J 0) C O 0 Q) 0 0)..0 Z a. 0 U)0 a- 3 m -p 0 Q c 4 0) O \ O 00 r- N x x x p 00 DAIRY, 1/89t = 1'-0„ NEW BULKHEAD REF PLAN. XXX' -X" (4� 0 BULKHEAD r =1� NEW M/D REFRIGERATED 0) CASE -REF PLAN VATION GA020-004 Z SECTION AT VERTICAL SLIP JOINT REF 12-A3 i 1 I R Y COOLER, GA020-003 CONTROL JOINT REF 2-A6 a O 0 N Q 2-GA2 I R07: 8' M/T DAIRY I LINE OF BULKHEAD O ABOVE 3'- 74, CASES FURNISHED BY WAL-MART, INSTALLED BY REFRIGERATION CONTRACTOR. VERIFY EXACT LOCATION OF CASES WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. (TYP) DAIRY COOLER WALL BY KYSOR PANEL SYSTEMS (TYP) 0 ALL COOLER BOX MODIFICATIONS TO BE PERFORMED BY KYSOR PANEL SYSTEMS AFTER REMOVAL OF EXISTING VCT O FLOORING, RESEAL CONCRETE `-28 GLASS DOORS WITH GRAVITY FEED RACKS FURNISHED BY WAL-MART INSTALLED BY KYSOR PANEL SYSTEMS EXTEND EXISTING BULKHEAD AND SOFFIT. MATCH EXISTING CONSTRUCTION AND ❑ FINISH PAINT COLOR TO MATCH EXISTING 84'-1 43" O'' 51 R45: 12'REAR LOAD R45: 12'REAR LOAD R45: 12'REAR L M/D DAIRY M/D DAIRY M/D DAIRY 12'-12" 12'-0" 12>-1 2„ R07: NEW 3'-0" 15'-2" 3'-O" L. M/T DAIRY - 0 R12E: NEW M/T COFFIN END =� REFRIGERATION c° RISER PIT REF �� 10-GA1 1 a i PATCH AND REPAIR SALES FLOOR AS REQUIRED TO INSTALL NEW FIXTURES AND PLUMBING. MATCH EXISTING FLOOR TYPE, COLOR, AND FINISH R12E: NEW M/T COFFIN END R12: NEW M/T COFFIN R12: NEW M/T COFFIN R12E: NEW COFFIN END MANAGEMENT OFFICE 175 0 0 2-A9 °° NEW MOP SINK �,. REF MEP LC 1.54 II II REFRIGERATION i i ri 0 PIT REF I i >- A3 0 9-GA1.1 i; Q it I 16'-104" II O O ALCOVE 914 (1 9-A 1.54 A 0 1.51 TYP OF (2)_ II II II II II II II Ii II II o 0 II II it II II II II II II 1.54 I it w I 16'-104" I II � II I Ii GROCERY li FREEZER II II II II II II II II II II II II II II II II II II II II it I, a II p I I II I iI ICE FRE R12E4 NEW n PT COFFIN END R12: NEW D/T COFFIN R12E: NEW COFFIN END KEYNOTES: REVISED 1.50. 1.51 AND 1.54 0 a d B C 0 0 FIRE COORIDOR 918 0 0 � c C c O O 0 STOCKROOM 923 O RF/SW SLOPE �j I I -----00 ANJ PROTO: 192 PLUMBING/ 02-27-09 R41: NEW 12' 02-06-09 R12E: NEW M/T M/D BEER COFFIN END R07: NEW 12' M/T M/D DAIRY MECHANICAL 917 R12E: NEW M/T COFFIN END ' I i I R12: NEW 8' M/T COFFIN MOVE R12E. NEW M/T M R41: NEW 12' COFFIN END M/D BEER CREAM — R07: NEW 12' EZER M/T M/D DAIRY R41: NEW 12' M/D BEER 0. R12E: NEW M/T •__.�._._.__.___.., COFFIN END m 0 3� ¢ ' I _ SSE ! 3'_0„ i I - - — — — SLOPE TUNNEL R12: NEW `zx 1" PER 20' M/T COFFIN --d (TYP) n 1.50 TYP OF 4 OU 1 R12E: NEW M/T"- COFFIN END REFRIGERATION REFRIGERATION 0 0 RISER PIT REF 35'-0j" 10-GA1.1 COOLER III III PATCH AND REPAIR SALES FLOOR AS REQUIRED TO INSTALL NEW FIXTURES AND PLUMBING. MATCH EXISTING FLOOR TYPE, COLOR, AND FINISH R12E: NEW M/T COFFIN END R12: NEW M/T COFFIN R12: NEW M/T COFFIN R12E: NEW COFFIN END MANAGEMENT OFFICE 175 0 0 2-A9 °° NEW MOP SINK �,. REF MEP LC 1.54 II II REFRIGERATION i i ri 0 PIT REF I i >- A3 0 9-GA1.1 i; Q it I 16'-104" II O O ALCOVE 914 (1 9-A 1.54 A 0 1.51 TYP OF (2)_ II II II II II II II Ii II II o 0 II II it II II II II II II 1.54 I it w I 16'-104" I II � II I Ii GROCERY li FREEZER II II II II II II II II II II II II II II II II II II II II it I, a II p I I II I iI ICE FRE R12E4 NEW n PT COFFIN END R12: NEW D/T COFFIN R12E: NEW COFFIN END KEYNOTES: REVISED 1.50. 1.51 AND 1.54 0 a d B C 0 0 FIRE COORIDOR 918 0 0 � c C c O O 0 STOCKROOM 923 O 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 jow� °oaN�,a w -zwp zmpiEfQ3 v won a0 � o! as �ca�°�`�`6$zrx� ww *2 O 0, v� <Oz Z -z uwi � z _< .0 DIaw O 3C>�pw lD Dop�aZp �0a Q ZIAe,'4O0I-`�(nW�4�lOtAO CL C30 M � 8 ai�a��`'an.w©a2 r BLOCK 03-06-09 ADDENDUM #3 04-15-09 C C D # 21 CHECKED BY: RF/SW DRAWN BY: ANJ PROTO: 192 PLUMBING/ 02-27-09 DOCUMENT DATE: 02-06-09 MECHANICAL 917 1 � Oly O CREAM — EZER 0. 0 0 0 0 O OU 0 T AND 0 0 COOLER III III 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 jow� °oaN�,a w -zwp zmpiEfQ3 v won a0 � o! as �ca�°�`�`6$zrx� ww *2 O 0, v� <Oz Z -z uwi � z _< .0 DIaw O 3C>�pw lD Dop�aZp �0a Q ZIAe,'4O0I-`�(nW�4�lOtAO CL C30 M � 8 ai�a��`'an.w©a2 r BLOCK 03-06-09 ADDENDUM #3 04-15-09 C C D # 21 CHECKED BY: RF/SW DRAWN BY: ANJ PROTO: 192 PROTO CYCLE: 02-27-09 DOCUMENT DATE: 02-06-09 REAR GROCERY FLOOR PLAN i SHEET: GA2 SPACING FOR BRIDGING (2) 6"x18 GA LINTEL WITH 6"x16 GA---) CONTINUOUS TRACK TOP AND BOTTOM. ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC. REF ARCH FOR CONNECTION PROVIDE CONTINUOUS 16 GA 1 1/2" U CHANNEL ON TOP OF CEILING JOISTS AT FRONT AND BACK WALLS. ATTACH TO EACH CEILING JOIST AND WALL STUD WITH (1) #10 TEK SCREW. ATTACH TO EACH DBL CEILING JOIST CHORD WITH A TOTAL OF (4) #10 TEK SCREWS C8x1 1/422 GA STUDS AT 24" OC. PROVIDE BRIDGING AT 48" OC 1/2" GYPSUM BOARD ON 1/2" PLYWOOD SUBSTRATE (MINIMUM PS 2 SHEATHING WITH _\ EXPOSURE I GRADE). ATTACH PLYWOOD TO STUD WALLS WITH A MINIMUM NO. 8, FLAT -HEAD SELF -DRILLING TAPPING SCREWS AT 6" OC ALONG THE PANEL EDGES, AND 12" OC IN THE FIELD PROVIDE DOUBLE JOIST STUDS EACH SIDE OF CHASE. ATTACH STUDS TOGETHER WITH (2) #2 SCREWS AT 16" OC PROVIDE DOUBLE C6x1 5/8"x18--'_' GA STUD FRONT AND BACK OF OPENING TO SUPPORT CEILING STUDS. ATTACH STUDS WITH 16 GA CLIP ANGLE WITH (3) #10 TEK SCREWS IN EACH LEG, TYP C6x1 5/8"x18 GA METAL STUDS - AT 24" OC (2) 6"x18 GA LINTEL WITH 6"x16 GA CONTINUOUS TRACK TOP AND BOTTOM. ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC. REF ARCH FOR CONNECTION C8x1 5/8"x16 GA METAL STUDS (LOWER) AT 24" OC (2) CEILING JOISTS ON SIDEWALLS TYP PHARMACY 1/4" = 1'-0" 13 14'-8" EQUAL EQUAL EQUAL EQUAL .MING PLAN 12 14'-80' ,_8„ 60_O„ ,_8„ 60-0" 6-S3 BELOW OH REF 5-S3 FOR TUBE JOIST ATTACHMENT TYP 5/8 PLYWOOD STRUCTURAL PANELS (PS 1 WITH EXPOSURE I GRADE, MIN). ATTACH PLYWOOD TO CELING JOISTS WITH A MINIMUM NO. 8, FLAT -HEAD SELF -DRILLING TAPPING SCREWS AT 6" OC ALONG THE PANEL EDGES, AND 12" OC IN THE FIELD -(3) C12x2"x12 GA LINTEL WITH 6"x16 GA CONTINUOUS TRACK TOP AND BOTTOM ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC 5-S3 1 6-S3 48'-0" 4-4 `'- NEW FENCE �IDEIOF TU$F STEEL I 1 71. ON (2) I I II TO EACH JAMB STUD WITH (12) #10 TEK SCREWS MINIMUM EACH END OF LINTEL CEILING JOIST EACH SIDE OF TUBE STEEL REF 4-S1 FOR PHARMACY TCH EXISTING OTHER TOP FRAMING BELOW, REF ARCH NEW SLAB TO EXISTING OTHER I REPLACE FOR EXACT LOCATION SLAB WITH 1/2" DIAx1'-4" SMOOTH 6-S2 II II II II G AS REQUIRED 20 16 REF 3-S3 FOR REQUIRED II II `' REF 4-S3 FOR CHASE DETAILS EI FOUNDATION JOIST MODIFICATION DETAIL, 4 � PROVIDE CLEAR OPENING IN CEILING JOIST TYP (2) LOCATIONS II II 27 21 N � � II II FRAMING AS SHOWN NDATION PLAN -W 1-S3 I TYP II ------------ I ---- ---- 36 -- ------------- r OH 28 o _--_-_ NEW II ---- RTU -12 11 36 31 6 II I ---_ -- I 5 TON II --- ----- TYP #5x2' -O" DOWELS I r Ir STING FOOTING ICN ADHESIVE, LINE OF CHASE BELOW, II 45 49 38 REF 4-S3 II II II 6$-2"11I 8 ---� II II II -J 66 51 56 43 165 149 112 II I #6 AND LARGER BARS IN BE SUBSTITUTED FOR LAP 14'-7„ DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE II 11 HEAT, THE CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION TO THE EXISTING I STRUCTURE AND CONTENTS. AS A MINIMUM: II -REMOVE COMBUSTIBLE MATERIALS FROM .MING PLAN 12 14'-80' ,_8„ 60_O„ ,_8„ 60-0" 6-S3 BELOW OH REF 5-S3 FOR TUBE JOIST ATTACHMENT TYP 5/8 PLYWOOD STRUCTURAL PANELS (PS 1 WITH EXPOSURE I GRADE, MIN). ATTACH PLYWOOD TO CELING JOISTS WITH A MINIMUM NO. 8, FLAT -HEAD SELF -DRILLING TAPPING SCREWS AT 6" OC ALONG THE PANEL EDGES, AND 12" OC IN THE FIELD -(3) C12x2"x12 GA LINTEL WITH 6"x16 GA CONTINUOUS TRACK TOP AND BOTTOM ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC 5-S3 1 6-S3 48'-0" BELOW `'- NEW FENCE SUPPORT LINTEL ON (2) C6x1 5/8x18 GA BOXED JAMB. ATTACH LINTEL TO EACH JAMB STUD WITH (12) #10 TEK SCREWS MINIMUM EACH END OF LINTEL CEILING JOIST EACH SIDE OF TUBE STEEL (2) 6"x18 GA LINTEL WITH 6"x16 GA CONTINUOUS TRACK TOP AND BOTTOM. ATTACH TRACK TO LINTEL WITH #12 SCREWS AT 16" OC. REF ARCH FOR CONNECTION DIM VARIES DEPENDING ON PROTO 0 I 0 0 G.3 - TIAL F 1/8" = 1'-0" WNG PLAN, FOUNDATION SUBSURFACE PREPARATION UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS .OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 9 INCHES BELOW FINISHED CONCRETE ELEVATION WHEN USING A 6 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS OVER 3 INCH OF GRANULAR MATERIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. STRIP ALL UNSUITABLE SURFACE MATERIALS INCLUDING SURFACE VEGETATION, ORGANIC TOPSOIL, ROOTS AND ANU UNSUITABLE SURFACE SOILS FROM THE CONSTRUCTION AREA. THESE MATERIALS SHALL BE WASTED FROM THE SITE OR USED AS TOPSOIL IN LANDSCAPE AREAS. ANY ANTICIPATED FOUNDATION, FLOOR -SLAB, OR FILL AREA SHALL BE DENSIFIED AND THEN PROOF ROLLED TO DETERMINE IF ANY UNSTABLE SOIL CONDITIONS EXIST. SURFACE DENSIFICATION AND PROOF ROLLING SHALL BE PERFORMED AFTER ANY REQUIRED EARTHWORK CUTS ARE MADE AND PRIOR TO FILL PLACEMENT. ANY UNSUITABLE AREAS SHALL BE UNDERCUT AND REPLACED WITH COMPACTED STRUCTURAL FI LL STRUCTURAL FILL PLACED IN THE BUILDING AREA SHALL BE COMPRISED OF INORGANIC, NON -PLASTIC GRANULAR SOILS WITH LESS THAN 10 PERCENT FINES PASSING THE #200 SIEVE. THE FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). THE MOISTURE CONTENT SHALL BE CONTROLLED TO AT LEAST PLUS OR MINUS 2 PERCENT OF OPTIMUM. THE FOUNDATION SYSTEM SHALL BE CONTINUOUS STRIP FOOTINGS AT WALLS AND ISOLATED SPREAD FOOTINGS AT COLUMNS. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. INFORMATION COVERED IN THIS PREPARATION SHALL GOVERN OVER THE CONTRACT SPECIFICATIONS. REFER TO THE WORK SPECIFICATIONS AND THE GEOTECHNICAL REPORT PREPARED BY UNIVERSAL ENGINEERING SCIENCES DATED APRIL 12, 2001, UES PROJECT NO. 70080-010-01, AND REPORT NO. 163635 FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION. H - 1FINISHED F 100'-0" h REMOVE Al SLAB/PAVI TO PLACE 0 I EMBED (3) 0I 8" INTO E� o WITH INJEC TYP (2) LC F_ G.3 - d- 0 I I cn Lu U a w J 4 0 Lu PARTIAL FRAMING P 13 12 14'-8" 19'-4" 2, p„ 48'-0" I `'- NEW FENCE POST. REF ARCH 192 --------- I FOR EXACT LOCATION. REF ------ CMU LAP SPLICE 5-S2 FOR I DETAILS, TYP OQR EL = -� EXISTING CANOPY TO L -I J CLEAR COVER TO CL OF BAR REF 4-S1 FOR PHARMACY TCH EXISTING OTHER TOP FRAMING BELOW, REF ARCH NEW SLAB TO EXISTING OTHER I REPLACE FOR EXACT LOCATION SLAB WITH 1/2" DIAx1'-4" SMOOTH 6-S2 II II II II G AS REQUIRED 20 16 REF 3-S3 FOR REQUIRED II II `' 19 EI FOUNDATION JOIST MODIFICATION DETAIL, 4 � N TYP (2) LOCATIONS II II 27 21 N � � II II 25 NDATION PLAN -W 1-S3 I TYP II ------------ I ---- ---- 36 -- ------------- r OH 28 22 _--_-_ NEW II ---- RTU -12 11 36 31 6 II I ---_ -- I 5 TON II --- ----- TYP #5x2' -O" DOWELS I r Ir STING FOOTING ICN ADHESIVE, LINE OF CHASE BELOW, II 45 49 38 REF 4-S3 II II II 79 8 II II II L_-- II II II -J 66 51 56 43 165 149 112 NOTES: FOR MAY #6 AND LARGER BARS IN BE SUBSTITUTED FOR LAP 14'-7„ DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT, THE CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION TO THE EXISTING STRUCTURE AND CONTENTS. AS A MINIMUM: -REMOVE COMBUSTIBLE MATERIALS FROM AREAS OF WELDING AND SPARKS. -PROVIDE FIRE PROOF BLANKETS AND SHIELDS TO CONTAIN SPARKS WHERE COMBUSTIBLE MATERIALS CANNOT BE REMOVED. -PROVIDE A FIRE SAFETY OBSERVER WITH A FIRE EXTINGUISHER ON BOTH THE ROOF AND BELOW THE ROOF DURING WELDING NEAR THE ROOF STRUCTURE. PARTIAL FRAMING P 13 12 14'-8" 19'-4" 2, p„ RTIAL F 1/8" = V-0" FOUNDATION NOTES: 1. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2. REF ARCH FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR STOOPS. 3. DO NOT EXCAVATE UNDER ANY EXISTING FOUNDATIONS. 4. REF ARCH FOR OPENING LOCATION ABOVE FF. TOF EL = 98'-8" TYP (MATCH EXISTING) PROVIDE CMU CONTROL JOINT BETWEEN NEW WALL AND EXISTING WALL, TYP 6" CONCRETE UNREINFORCED OVER PROPERLY PREPARED SUBGRADE. REF FOUNDATION SUBSURFACE PREPARATION TBJ I `'- NEW FENCE POST. REF ARCH 192 --------- I FOR EXACT LOCATION. REF ------ CMU LAP SPLICE 5-S2 FOR I DETAILS, TYP OQR EL = -� EXISTING CANOPY TO L -I J CLEAR COVER TO CL OF BAR BE REMOVED TCH EXISTING OTHER TOP DOWEL ALL NEW SLAB TO EXISTING OTHER I REPLACE 3" SLAB WITH 1/2" DIAx1'-4" SMOOTH 6-S2 I G AS REQUIRED 20 16 DOWELS AT `' 19 EI FOUNDATION 19 4 � EMBED ONE END 8" INTO EXISTING 27 21 N � � SLAB, LINO 25 NDATION PLAN 2-S2Ad 5 36 28 33 OH 28 22 40 36 31 6 _ - ---_ -- 40 3-S2 --- ----- TYP #5x2' -O" DOWELS I 57 STING FOOTING ICN ADHESIVE, 48 ATIONS 45 49 38 115 104 RTIAL F 1/8" = V-0" FOUNDATION NOTES: 1. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2. REF ARCH FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR STOOPS. 3. DO NOT EXCAVATE UNDER ANY EXISTING FOUNDATIONS. 4. REF ARCH FOR OPENING LOCATION ABOVE FF. TOF EL = 98'-8" TYP (MATCH EXISTING) PROVIDE CMU CONTROL JOINT BETWEEN NEW WALL AND EXISTING WALL, TYP 6" CONCRETE UNREINFORCED OVER PROPERLY PREPARED SUBGRADE. REF FOUNDATION SUBSURFACE PREPARATION � DESIGN LOADS AND GENERAL NOTES l DESIGN LOADS 1. BUILDING CODE 2007 FLORIDA BUILDING CODE 2. ROOF DEAD LOADS 12 PSF (MAX) 6 PSF (MIN) 3. ROOF LIVE LOADS 20 PSF (MIN) (OR SNOW LOAD) 4. SNOW A. GROUND SNOW LOAD, P9 0 PSF 5. WIND A. BASIC WIND SPEED (3 -SEC GUST) 110 MPH B. CANOPY UPLIFT (GROSS) 1. INTERIOR ZONE 53.1 PSF 2. END ZONE 53.1 PSF 3. CORNER ZONE 84.1 PSF C. WIDTH OF END ZONE, a 13.3 FT 6. SEISMIC ZONE N/A GENERAL 1.1 STEEL FRAMING IS NON -SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 1.2 THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.3 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.4 EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF RECORD OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY. 1.5 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 1.6 CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL INTEGRITY AND STABILITY OF EXISTING STRUCTURE DURING DEMOLITION AND NEW CONSTRUCTION. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT STATE TO DESIGN TEMPORARY SHORING. 1.7 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL-MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF STEEL FABRICATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. FOUNDATIONS AND SLABS -ON -GRADE 2.1 FOOTING DESIGNS ARE BASED ON A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. CONTRACTOR MUST READ THE SOILS REPORT BY UNIVERSAL ENGINEERING SCIENCES DATED APRIL 12, 2001 AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" DESCRIPTION. THE FOUNDATION SUBSURFACE PREPARATION SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE, UNO. PROVIDE SAW CUT JOINTS AT 15'-0" OC MAXIMUM, UNO. 2.4 "CJ" INDICATES SAW CUT CONTROL JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. CONSTRUCTION JOINTS SHALL OCCUR AT CONTROL JOINT LOCATIONS AS REQUIRED. REF SPECIFICATION SECTION 03300. 2.5 PROVIDE (1) #4 BAR, 2'-0" LONG DIAGONALLY AT MID SLAB AT REENTRANT CORNERS WITHOUT A CONTROL JOINT. REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (f'c) AT THE END OF 28 DAYS SHALL BE 3,000 PSI, EXCEPT EXTERIOR CONCRETE WHICH SHALL BE 3,500 PSI. FOR ALL OTHER CONCRETE PROPERTIES, REF SPECIFICATIONS SECTION 03300. 3.2 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.3 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 3.4 ADHESIVE ANCHORS SHALL BE A307 THREADED RODS IN HILTI HY-150 OR SIMPSON ACRYLIC -TIE INJECTION ADHESIVE, UNO. EMBED INTO CONCRETE AS NOTED ON STRUCTURAL PLANS AND DETAILS. ALL ADHESIVE ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. WIDE FLANGE STEEL SHAPES: 50 KSI A992 B. STRUCTURAL STEEL TUBING: 46 KSI A500 GRADE B C. STRUCTURAL STEEL PIPE: 36 KSI A53 TYPE E, GRADE B D. BARS, PLATES, CHANNELS, AND ANCHOR BOLTS: 36 KSI A36 E. ANCHOR RODS: 36 KSI A36 F. HEADED STUD ANCHORS: 50 KSI A108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) G. ANGLE STEEL SHAPES: 36 KSI A36 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 -N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE, UNO. BOLTS USED FOR ERECTION ONLY ARE TO BE SNUG TIGHT. 4.3 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS, 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. USE HALF HEIGHT NUTS UNDER BASE PLATE WHEN STEEL COLUMN ANCHOR BOLTS ARE GREATER THAN 1 1/4" DIAMETER. PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER PLATE AFTER ERECTION. NON -SHRINK GROUT WHERE INDICATED ON PLANS SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 4.6 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNO (INCLUDING ROOF DRAIN OPENINGS). 4.7 ATTACH CURB ADAPTER TO EXISTING ROOF CURB WITH #12 TEK SCREWS AT 6" OC AROUND PERIMETER WHERE OCCURS. STEEL DECK 5.1 LONG SPAN CANOPY DECK CONNECTION TO STRUCTURAL STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC. LONG SPAN CANOPY DECK SIDELAP CONNECTIONS STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC, OR FOR DECK 18 GAGE AND THINNER, A BUTTON PUNCH AT 12" OC MAY BE USED INSTEAD OF SCREWS. MASONRY 6.1 HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C90, GRADE N, TYPE II. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'M) SHALL BE 1,500 PSI. 6.2 MORTAR SHALL MEET THE PROPERTY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. 6.3 GROUT SHALL MEET ASTM SPECIFICATION C476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 6.4 GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD, 6.5 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 6.6 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND IS TO BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 6.7 WALLS SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED BY THE ROOF. 6.8 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATIONS SECTION 04220 FOR REQUIREMENTS. 6.9 CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. STRUCTURAL DESIGN IS BASED ON F'M = 1,500 PSI INSPECTED MASONRY. 6.10 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. TBJ STEEL `'- NEW FENCE POST. REF ARCH 192 --------- 01-09-09 FOR EXACT LOCATION. REF ------ CMU LAP SPLICE 5-S2 FOR I DETAILS, TYP f'c = 3000psi -� EXISTING CANOPY TO L -I J CLEAR COVER TO CL OF BAR BE REMOVED TOP OTHER TOP DOWEL ALL NEW SLAB TO EXISTING OTHER 2 3/4" 3" SLAB WITH 1/2" DIAx1'-4" SMOOTH W ry 22 17 20 16 DOWELS AT 24" OC. GREASE AND 19 EXISTING TLE FOUNDATION 19 4 � EMBED ONE END 8" INTO EXISTING 27 21 23 SLAB, LINO 25 NDATION PLAN 25 5 � DESIGN LOADS AND GENERAL NOTES l DESIGN LOADS 1. BUILDING CODE 2007 FLORIDA BUILDING CODE 2. ROOF DEAD LOADS 12 PSF (MAX) 6 PSF (MIN) 3. ROOF LIVE LOADS 20 PSF (MIN) (OR SNOW LOAD) 4. SNOW A. GROUND SNOW LOAD, P9 0 PSF 5. WIND A. BASIC WIND SPEED (3 -SEC GUST) 110 MPH B. CANOPY UPLIFT (GROSS) 1. INTERIOR ZONE 53.1 PSF 2. END ZONE 53.1 PSF 3. CORNER ZONE 84.1 PSF C. WIDTH OF END ZONE, a 13.3 FT 6. SEISMIC ZONE N/A GENERAL 1.1 STEEL FRAMING IS NON -SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 1.2 THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.3 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.4 EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF RECORD OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY. 1.5 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 1.6 CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL INTEGRITY AND STABILITY OF EXISTING STRUCTURE DURING DEMOLITION AND NEW CONSTRUCTION. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT STATE TO DESIGN TEMPORARY SHORING. 1.7 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL-MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF STEEL FABRICATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. FOUNDATIONS AND SLABS -ON -GRADE 2.1 FOOTING DESIGNS ARE BASED ON A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. CONTRACTOR MUST READ THE SOILS REPORT BY UNIVERSAL ENGINEERING SCIENCES DATED APRIL 12, 2001 AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" DESCRIPTION. THE FOUNDATION SUBSURFACE PREPARATION SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE, UNO. PROVIDE SAW CUT JOINTS AT 15'-0" OC MAXIMUM, UNO. 2.4 "CJ" INDICATES SAW CUT CONTROL JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. CONSTRUCTION JOINTS SHALL OCCUR AT CONTROL JOINT LOCATIONS AS REQUIRED. REF SPECIFICATION SECTION 03300. 2.5 PROVIDE (1) #4 BAR, 2'-0" LONG DIAGONALLY AT MID SLAB AT REENTRANT CORNERS WITHOUT A CONTROL JOINT. REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (f'c) AT THE END OF 28 DAYS SHALL BE 3,000 PSI, EXCEPT EXTERIOR CONCRETE WHICH SHALL BE 3,500 PSI. FOR ALL OTHER CONCRETE PROPERTIES, REF SPECIFICATIONS SECTION 03300. 3.2 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.3 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 3.4 ADHESIVE ANCHORS SHALL BE A307 THREADED RODS IN HILTI HY-150 OR SIMPSON ACRYLIC -TIE INJECTION ADHESIVE, UNO. EMBED INTO CONCRETE AS NOTED ON STRUCTURAL PLANS AND DETAILS. ALL ADHESIVE ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. WIDE FLANGE STEEL SHAPES: 50 KSI A992 B. STRUCTURAL STEEL TUBING: 46 KSI A500 GRADE B C. STRUCTURAL STEEL PIPE: 36 KSI A53 TYPE E, GRADE B D. BARS, PLATES, CHANNELS, AND ANCHOR BOLTS: 36 KSI A36 E. ANCHOR RODS: 36 KSI A36 F. HEADED STUD ANCHORS: 50 KSI A108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) G. ANGLE STEEL SHAPES: 36 KSI A36 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 -N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE, UNO. BOLTS USED FOR ERECTION ONLY ARE TO BE SNUG TIGHT. 4.3 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS, 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. USE HALF HEIGHT NUTS UNDER BASE PLATE WHEN STEEL COLUMN ANCHOR BOLTS ARE GREATER THAN 1 1/4" DIAMETER. PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER PLATE AFTER ERECTION. NON -SHRINK GROUT WHERE INDICATED ON PLANS SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 4.6 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNO (INCLUDING ROOF DRAIN OPENINGS). 4.7 ATTACH CURB ADAPTER TO EXISTING ROOF CURB WITH #12 TEK SCREWS AT 6" OC AROUND PERIMETER WHERE OCCURS. STEEL DECK 5.1 LONG SPAN CANOPY DECK CONNECTION TO STRUCTURAL STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC. LONG SPAN CANOPY DECK SIDELAP CONNECTIONS STEEL SHALL BE #12-24X1 1/2" HWH TRAXX/5 SELF DRILLING SCREWS WITH NEOPRENE WASHERS SPACED AT 12" OC, OR FOR DECK 18 GAGE AND THINNER, A BUTTON PUNCH AT 12" OC MAY BE USED INSTEAD OF SCREWS. MASONRY 6.1 HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C90, GRADE N, TYPE II. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'M) SHALL BE 1,500 PSI. 6.2 MORTAR SHALL MEET THE PROPERTY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. 6.3 GROUT SHALL MEET ASTM SPECIFICATION C476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 6.4 GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD, 6.5 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 6.6 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND IS TO BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 6.7 WALLS SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED BY THE ROOF. 6.8 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATIONS SECTION 04220 FOR REQUIREMENTS. 6.9 CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. STRUCTURAL DESIGN IS BASED ON F'M = 1,500 PSI INSPECTED MASONRY. 6.10 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. co 00 I 0 N Z OD O u') HN m Q uj J r Nz>- ¢ L� - zwL)g°Lo J m m a Y WD 0 d U � d co � 3C fn N1- 'N 12 W w w Wwo w of 'Roza is ao o LnzRF ofn w w o �'� ¢" Fcnc2 s 0i�a� 26 a gZ¢go�N�oIILI, LL avr y ¢zo�c�a�a=o=© N� Nsw¢$acnw:N`r p 3Unw�Soogw�zaLuN¢ 2 z�w (nzSUw o� Q *aooBN4WwrNu-NO �z gocno�wo"i wzow DO Howwww*wm �w Z�:'Owti000<o?- vi o¢�ir wamzww< c�ov�a��aawoag %600-4 TBJ STEEL REI N F LAP SCHEDULE 192 PROTO CYCLE: 01-09-09 CONCRETE LAP SPLICE (INCHES) CMU LAP SPLICE (INCHES) BAR f'c = 3000psi f'c = 500psi f'c = 5000psi CLEAR COVER TO CL OF BAR SIZE TOP OTHER TOP JOTHER TOP OTHER 2 3/4" 3" 3 13/16" 3 W ry 22 17 20 16 17 13 19 19 19 4 � 29 22 27 21 23 17 25 25 25 5 36 28 33 26 28 22 40 36 31 6 43 33 40 31 34 26 82 75 57 7 63 48 58 45 49 38 115 104 79 8 72 1 55 1 66 51 56 43 165 149 112 NOTES: FOR MAY #6 AND LARGER BARS IN BE SUBSTITUTED FOR LAP CMU, ERICO LENTON MECHANICAL COUPLERS SPLICE, UNO. co 00 I 0 N Z OD O u') HN m Q uj J r Nz>- ¢ L� - zwL)g°Lo J m m a Y WD 0 d U � d co � 3C fn N1- 'N 12 W w w Wwo w of 'Roza is ao o LnzRF ofn w w o �'� ¢" Fcnc2 s 0i�a� 26 a gZ¢go�N�oIILI, LL avr y ¢zo�c�a�a=o=© N� Nsw¢$acnw:N`r p 3Unw�Soogw�zaLuN¢ 2 z�w (nzSUw o� Q *aooBN4WwrNu-NO �z gocno�wo"i wzow DO Howwww*wm �w Z�:'Owti000<o?- vi o¢�ir wamzww< c�ov�a��aawoag %600-4 TBJ DRAWN BY: W C� Q 192 PROTO CYCLE: 01-09-09 00 02-06-09 ___j 0 pq ® CD N � W 0 �z W ry a 0 ® 0r� 00 o O � o c Z W 0 ISSUE BLOCK 04-15-09 CCD #2 CHECKED BY: TBJ DRAWN BY: MCS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 ___j CARRIE J. JOHNSON ENGINEER OF RECORD LICENSE #66886 CERTIFICATE OF AUTHORIZATION #7027 PLANS AND GENERAL NOTES SHEET: S1 4.7 9.3 24'-1" (FIELD VERIFY) I-YICTInI('_ I V''UT CAC`C" 11 MAI1 PROVIDE 1" DIA ACCESS HOLE T 4" ALLOW FOR SCREWING 'MU WALL OF VESTIBULE AT NEW S 3/4" = 1'-0" SECTION 3/4" = 1'-0" A ENTIRE SHEET ADDED PER CCD #3 EXISTING LIGVHT GAGE FRAMING AT 24" OC ATTACH TUBE TO LIGHT GAGE STEEL FRAMING WITH (2) #12 AT EACH STUD (PRE -DRILL STEEL) EXISTING BOS EL jjk = 110'-2 1/2" NV 3/16" CAP PLATE (FLUSH) HSS6x4x1/4 HSS6x3x1/4 BOS EL = 107'-8 1/4" (2) 1/2" DIA HOLES TO RECEIVE PLUG WELD 1/2" BENT PLATE 3x1 1 /2x1 /4x4". ATTACH TO CONCRETE SLAB WITH (2) 1/2" DIAx4" TITEN HD HIGH STRENGTH SCREW ANCHORS. ATTACH TUBE STEEL COLUMN TO ANGLE WITH PLUG WELDS lit2„ 1" DETAIL 1/2" = 1'-0" 00 I co (3 N Z O LO 04 1 00 z WF O 0) C9<��x z D u< z 0 06 ='n Wm 10 Y ~ O eF U V � ¢ � CC O J 00 QQQ�NC04 W ��—�la.l wWOZ V)o 0OWm 0(n li z�F ZWWF-wz�j W w �Ln%4 d5:uu-, ¢ <wow� QNw 0 §2<,-L�WZPo0z�. LL_ (L �¢0i_Zmis<s O 00 �0o��o�w�za��-a 0 w wg o�0ww o H zv°i�a` o-afw OO"wwzz Q a �0SwN�vW}�wcnc n 0O©mom w O w w LL�I w zwm W Lw zk'�'owwoo5<3- m 0<5wwwwaazw�a U) zFOIr_)0cna=)OCaawOn '3; _l O � TBJ DRAWN BY: a w d 4 192 PROTO CYCLE: 01-09-09 40% 02-06-09 O o w w r a O 0 U o Q O ISSUE BLOCK /4\ 05-04-09 CCD #3 CHECKED BY: TBJ DRAWN BY: MCS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 CARRIE J. JOHNSON ENGINEER OF RECORD LICENSE x/66886 CERTIFICATE OF AUTHORIZATION #7027 FRAMING DETAILS SHEET: S4 Jlhd SCOPE OF WORK GENERAL NOTES AUTOMATIC FIRE SPRINKLER LEGEND NOTE: NO 0 -RING SPRINKLERS ARE TO BE USED ON THIS PROJECT SHEET INDEX SYMBOL MFR MODEL S.I.N. STYLE FINISH ESC TEMP K -FAC TOTAL SHEET NUMBER SHEET NAME FP1 FIRE SPRINKLER SITE PLAN FP2 FIRE SPRINKLER REMODEL PIPING PLAN CONTRACTOR'S FAILURE TO CARRY OUT THE TYCO DSC TY3555 SSP CHROME CONIC HAVING JURISDICTION. SUBMIT COMPLETE FIRE 5.6 33 TYCO TY -FRB TY3231 QRP WHITE REC 155' 5.6 43 4 TYCO DS -3 TY5339 SDWL CHROME FLUSH 200' 11.2 2 SPRINKLER SYSTEM USING WATER AS THE 7• CONTRACTOR IS RESPONSIBLE FOR REPAIRING SHALL BE USED ONLY WITH ROLL GROOVE rn 3 r: C N M I c 0 CL 0) 41 co L N Y c •L a a� 4 4- 0- 0 0 0 04 a� 4.1 U O O Q -O O 4 E L E � I M % V) c 0) a o/ o U, N C \.3 'O w- 7 O u) E 0 cn Q o) C E 0- 41 0) � m d 0 U) % 0 r - J 0 N m In o O 0 0) / 0 0 o7 N 's -,,o 0 j M p E o I z oT / � a INSTALLATION PROCEDURE 1• EXISTING CORE LOCATIONS AT MODIFIED FREEZERS AND COOLERS TO BE UTILIZED UNLESS OTHERWISE INDICATED OR PROHIBITED 2. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). 3. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 4. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. EXPANDED FOAM IS NOT PERMITTED. 5. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS INSTRUCTIONS 2 1/2- DIAMETER z HOLE IN CEILING J g OPEN -CELL POLYETHYLENE NFOAM BACKER ROD a U z SPRINKLER CUP CHROME COVER PLATE 3 FREEZER TOP BEAM CLAMP-------\\ FROM WET PIPE SPRINKLER SYSTEM TEE W/ PLUG 1" DRY'DROP DOW CORNING 739 PLASTIC ADHESIVE FREEZER/COOLER - -- CEILING GLOBE MODEL 5681/ TYCO MODEL TY3555 CONCEALED 2007 DRY PENDENT SPRINKLER RETAINING STRAP IF SEISMIC IS REQUIRED 3/8" A.T.R. FOR 1"-4" PIPE 1/2" A.T.R. FOR 6"-8" PIPE. - PIPE RING TOP BEAM CLAMP A.T.R. & RING a HANGER DETAIL.NTS HEX NUT SHAVE OFF EXPANDING POLYURETHANE FOAM FLUSH WITH TOP OF COOLER/FREEZER LID -� EXPANDED POLYURETHANE FOAM 1/4" THREADED ROD LENGTH AS REQUIRED 3/4" ANGLE IRON FREEZER/COOLER CEILING HEX NUT 4" ROUND CHROME - THREADED ROD SHALL PLATED COVER NOT EXTEND MORE THAN 1/4" BEYOND THE HEX NUT DRY PENDENT SPRINKLER a2FREEZER ZCOOLER PATCH. NTS /- STATIC HYDRANT POINT OF SERVICE EXISTING 8" ` MAIN /` /_ EXISTING 8" MAIN I I FLOW HYDRANT � I I E I Z_! I ¢i �I 00 o j Zi mI >G 1 w! FIRE � 1 SCALE: SYMBOL LEGEND AND OR SCOPE OF WORK GENERAL NOTES GENERAL NOTES CONT. WATER SUPPLY TO BE USED FOR FIRE SPRINKLER SYMBOL DESCRIPTION 1. ALL EXISTING OVERHEAD SYSTEMS TO REMAIN, 1. THE DESIGN SHOWN ON THESE CONTRACT 6. THE FIRE PROTECTION ENGINEER OF RECORD UNLESS NOTED OTHERWISE. DOCUMENTS IS TO PROVIDE GUIDANCE FOR BIDDING SHALL NOT BE RESPONSIBLE FOR THE STATIC: 57.0 PSI PROJECT COMPLETION. PROTECTION SUPERVISORY SYSTEM. AND TO OBTAIN APPROVAL OF THE AUTHORITY CONTRACTOR'S FAILURE TO CARRY OUT THE 20. ALL MATERIALS SHALL BE UL LISTED AND FM --*---X- DEMO PIPING 2. USE EACH EXISTING OUTLETS FOR ONE NEW HAVING JURISDICTION. SUBMIT COMPLETE FIRE CONSTRUCTION WORK IN ACCORDANCE WITH THE MANUOFACTURED S ANDAR SHALL RECOGNIZED BY ARM OVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL 1" INCH MECHANICAL TEE SPRINKLER SHOP DRAWINGS AS REQUIRED BY CONTRACT DOCUMENTS TO THE OWNERS CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE - - - - EXISTING BRANCH LINE TO REMAIN IF ADDITIONAL OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS COMPLETE, THE NEW SPRINKLER DESIGNATED REVIEWER. BASE DESIGN UPON THESE DRAWINGS AND AS REQUIRED BY THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR "POINT -OF -SERVICE" MEANS THE POINT AT CONSTRUCTION PHASING OF THE PROJECT. USED. THREADABLE THINWALL PIPE WITH - - - - EXISTING MAIN LINE TO REMAIN SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE RESPECTIVE EMPLOYEES OR ANY OTHER PERSON SPRINKLER SYSTEM USING WATER AS THE 7• CONTRACTOR IS RESPONSIBLE FOR REPAIRING SHALL BE USED ONLY WITH ROLL GROOVE 13. ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, AT THE JOB SITE OTHER THAN THAT OF THE FITTINGS. EXCLUSIVELY FOR THE SPRINKLER SYSTEM. AND CONSTRUCTION. BRANCH LINE TO BE INSTALLED DIMENSIONS, FABRICATIONS METHODS, MATERIAL ENGINEERING FIRM'S EMPLOYEES. 21. PRIOR TO INTERIOR STORE FINISHING, 3. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. DATA, AND ADDITIONAL INFORMATION NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. 7. CONTRACTOR MUST REVIEW ALL CONSTRUCTION MATCH ADJACENT SURFACES LEFT UNUSED AFTER DEMO SPRINKLERS 4. EXISTING SPRINKLER PROTECTION TO BE CONTRACTOR SHALL PROVIDE PIPE SIZE, SPRINKLER SPACING, AND SYSTEM CONFIGURATION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO REMOVED AND VACATED FROM THESE HOLES. OO EXISTING SPRINKLERS MAINTAINED CONTRACTOR TOR ESACE P AS SHOWN ALTERNATES MUST BE APPROVED IN / PROPERLY COORDINATE THE SYSTEM WITH ALL INSTALL NEW SPRINKLERS AS NECESSARY TO WRITING BY FIRE PROTECTION ENGINEER OF OTHER TRADES, IT WILL BE THE CONTRACTOR'S MAINTAIN PROPER SPRINKLER COVERAGE AS PER RECORD DOCUMENTS PRIOR TO BID. RESPONSIBILITY TO OBTAIN APPROVAL OF THE F.; wo 0--� 1" OUTLET WITH ARM -OVER TO NEW PENDENT SPRINKLER �W�pzTHE REQUIREMENTS OF NFPA 13. CHANGES FROM BOTH THE AUTHORITY HAVING Eiw � a"-' o2. COORDINATE LOCATIONS OF FIRE PROTECTION P 0 FF 3NEW DRILLED 1 MECHANICAL TEE WITH ARM -OVER TO NEW JURISDICTION AND THE OWNERS DESIGNATED 0i�� 5. INTERIOR REMODEL AREA, CONTRACTOR TO COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, ' PENDENT SPINKLER REVIEW CONSULTANT IN ADDITION TO OBTAINING-oPROVIDE NEW SPRINKLERS AS NECESSARY DUE TO TEST POINTS, ETC. WITH ARCHITECTURAL, af coag � THE NECESSARY APPROVALS, THE CONTRACTOR ww g a PAINT, DAMAGE, STRUCTURAL, MECHANICAL, AND ELECTRICAL o 0 z o PLUG EXISTING OUTLET MUST MAKE NOTE OF ANY FIELD OR COORDINATION w a' vi t�ol-z0<2 Xo ETC.. CONTRACTOR TO COORDINATE. COMPONENTS. OBSTRUCTION TO SPRINKLER �,c� u�i$��,a yp8DIi i} CHANGES ON THE INSTALLATION DRAWINGS AND <� DISCHARGE MUST BE CONSIDERED DURING SHOP z 3500 n5mw� �B� ENGINEER RESPONSIBILITIES THEN MUST PROVIDE A SET OF AS -BUILT o w w o �i(��o 6. SPRINKLER HEAD LAYOUT IS CONCEPTUAL. DRAWING PRODUCTION AND INSTALLATION; DRAWINGS ONCE COMPLETE. F 00. z f-'rn��,� z� SPRINKLER CONTRACTOR TO COORDINATE HEAD ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO J Qa 9 '`� owll_H -0 LOCATIONS WITH ELECTRICAL AND MECHANICAL ADDITIONAL COST TO OWNER. REFER TO o$ o`J`c>�wWgj jzow B. CONTRACTOR MUST VERIFY ALL DROP DOWN o- � SH wm EQUIPMENT AND OR PROVIDE, INSTALL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. �_ `-" a~� a�5<0 / LOCATIONS AT EXTERIOR WALLS WITH THE PROJECT cn �voRa`Mo'�aaboa� 61G15-32.001 GENERAL RESPONSIBILITY. ADDITIONAL SPRINKLERS AS REQUIRED TO MEET 3. SUBMIT A REQUEST FOR INFORMATION FOR MANAGER PRIOR TO INSTALLATION. SPACING REQUIREMENTS OF NFPA 13. (5) FIRE PROTECTION SYSTEM ENGINEERING QUESTIONS REGARDING THE FIRE PROTECTION 9• ALL PIPING MUST BE COORDINATED AROUND DOCUMENTS: THE FIRE PROTECTION SYSTEM 7. CONTRACTOR TO ADD ADDITIONAL BRANCH DOCUMENTS. FRAMING MEMBERS AND PROPERLY INSTALLED ENGINEERING DRAWINGS, SPECIFICATIONS, LINES AS REQUIRED. 4. NEUTRALIZATION WALLS ARE SHOWN ON THE INSIDE THE BAR JOIST. C I PRESCRIPTIVE AND PERFORMANCE CRITERIA, WATER ISUPPLY ANALYSIS AND OTHER MATERIALS OR GENERAL UNDERGROUND DRAWINGS FOR NEUTRALIZATION WALL ARCHITECTURAL DRAWINGS. REFER TO MECHANICAL 10. CONTRACTOR SHALL ROUTE PIPING AROUND mFS i la REPRESENTATIONS, WHICH ARE SUBMITTED WITH ALL OBSTRUCTIONS AND PROVIDE SPRINKLER Hx THE GENERAL CONSTRUCTION DOCUMENTS PENETRATION DETAIL. PROTECTION UNDER OBSTRUCTIONS, AS DETAILED ~� PURSUANT TO 553.79(6)(C), FS, THAT SET FORTH NOTES IN NFPA 13 STANDARDS AS PART OF THE FIELD PENETRATIONS OF RATED ASSEMBLIES SHALL THE OVERALL DESIGN REQUIREMENTS AND PROVIDE 5. COORDINATION AT NO ADDITIONAL COST TO OWNER. ..41 BE FIRE STOPPED WITH AN APPROVED MATERIAL Z 1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC :6SUFFICIENT DIRECTION FOR THE. CONTRACTOR TO LAYOUT THE CONSTRUCTION, ALTERATION, REFERENCE ONLY. PER METHODS REQUIRED BY THE AUTHORITY 11. ALL SPRINKLER DEFLECTOR DISTANCE w �� DEMOLITION, RENOVATION, REPAIR, MODIFICATION, HAVING JURISDICTION. REQUIREMENTS SHALL BE IN ACCORDANCE TO THE D PRIVATE PERMITTI FIRE NPROTECTION SYSTEM(S),D SUCH, FOR ANY LWH OR CH ARE 2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS. FIRE SPRINKLER PIPING STANDARDS OUTLINED IN NFPA 13. o U PREPARED, SIGNED, DATED AND SEALED BY THE 3. NO NEW WORK UNLESS OTHERWISE NOTED. 12. ALL PIPING PASSING THROUGH CMU WALLS ENGINEER SYSTEM(S)OF RECORD FOR THE FIRE PROTECTION WATER SU PP Y DEMOLITION NOTES ONAALLLL BSIDESTALLED (CORE ID AMETERTH ONE NEQUALCH ETO PIPE L +2"). ALL CORES SHALL BE COORDINATED WITH INFORMATION FORM ATI ON 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO (6) FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS: DETERMINE THE FULL EXTENT OF THE EXISTING STRUCTURAL REINFORCING. CONTRACTOR IS LAYOUT DRAWINGS, HYDRAULIC CALCULATIONS, FIRE PROTECTION WORK AND EXISTING CONDITIONS RESPONSIBLE FOR PROVIDING ALL CORING WITH O O W CATALOG INFORMATION ON STANDARD PRODUCTS, BECOME TOTALLY FAMILIAR WITH THE PROPER CLEARANCE AT ALL CMU WALLS. STATIC: 62.0 PSI AND OTHER CONSTRUCTION DATA PREPARED BY DISCONNECTIONS, REMOVALS, RELOCATIONS GENERAL CONTRACTOR SHALL BE RESPONSIBLE G �� O RESIDUAL: 35.0 PSI AT 1460 GPM THE LICENSED CONTRACTOR OR ENGINEER OF AND/OR RECONNECTIONS OF EXISTING FIRE FOR PROVIDING A TWO INCH CLEARANCE AROUND RECORD THAT PROVIDES DETAIL ON THE LOCATIONALL PIPING PASSING THROUGH CONCRETE SLABS. OF RISERS, CROSS MAINS, BRANCH LINES, INFORMATION DERIVED FROM WATER REPORT PROTECTION EQUIPMENT REQUIRED, AND THE SPRINKLER CONTRACTOR SHALL FILL ALL Ix SUPPLIED BY: CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. SPRINKLER HEADS, SIZING OF PIPE, HANGER CLEARANCES WITH APPROVED MASTIC. NO EXTRA COMPENSATION WILL BE PAID FOR LACK ►-a TELGIAN INC. Q LOCATIONS, AND HYDRAULIC CALCULATIONS AND 06/24/08 OF SUCH DETERMINATION FAMILIARIZATIONCD ALSO SERVES AS A GUIDE FOR FABRICATION AND � 13. PENETRATIONS OF ASSEMBLIES SHALL BE FIRE M--� INSTALLATION OF A FIRE PROTECTION SYSTEM. FIRE EFFECTIVE POINT OF WATER SUPPLY INFORMATION AND/OR ALLOWANCE. STOPPED WITH APPROVED MATERIALS PER W PROTECTION SYSTEM LAYOUT DOCUMENTS ARE IS: A UNLESS INDICATED OTHERWISE, DISCONNECT METHODS DESCRIBED BY THE UL FIRE RESISTANCE 0 O W BASED UPON ENGINEERING DIRECTION PROVIDED IN STATIC HYDRANT DIRECTORY. THE FIRE PROTECTION SYSTEM ENGINEERING A „ z ND REMOVE ALL EXISTING :FIRE PROTECTION COMPONENTS NOT INTENDED TO BE REUSED. DOCUMENTS AND REQUIRE NO ADDITIONAL 14. PROVIDE FLUSHING CONNECTIONS IN W o ENGINEERING INPUT. THESE DOCUMENTS DO NOT DATE OF TEST: 06/24/08 3. DISCONNECT, RELOCATE, AND RECONNECT ACCORDANCE WITH THE STANDARDS OUTLINED IN o REQUIRE THE SEAL OF A FLORIDA REGISTERED NFPA 13. 0 1 ENGINEER. EXISTING FIRE PROTECTION SYSTEMS AND © c EQUIPMENT WHERE REQUIRED. 15. PROVIDE ALL NECESSARY OFFSETS, RAISES OR WATER SUPPLY INFORMATION IS FURTHER DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED CQ REDUCED PER THE FOLLOWING: 4. NOTE CAREFULLY THAT THE FIRE PROTECTION BY BUILDING CONDITIONS. a DRAWINGS ARE INTENDED TO INDICATE, ONLY w DIAGRAMMATICALLY, THE EXTENT AND THE 16. EXAMINE THE JOB CONDITIONS AND VERIFY ALL GENERAL CHARACTER AND LOCATIONS OF THE MEASUREMENTS, DISTANCES, ELEVATIONS, WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY CLEARANCES, ETC. INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO 17. ARCHITECTURAL AND ELECTRICAL BACKGROUND c * 5.0 PSI SAFETY FACTOR FOR WAL-MART PERFORM THE FUNCTIONS INTENDED. FOLLOW THE INFORMATION IS SHOWN FOR COORDINATION ~' CONTRACT DOCUMENTS FOR BUILDING DETAILS STANDARDS AND FIT THE WORK OF THE FIRE PROTECTION PURPOSES ONLY. REFER TO THE CONTRACT DOCUMENTS FOR LOCATIONS SIZES AND 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BELL, MODEL NO. PBA248, ELECTRIC BELL BY AND MAINTAINING FIRE DEPARTMENT ACCESS POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, ROADS THROUGHOUT THE PROJECT. LOCATE AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROVIDE NEW DOUBLE POLE VANE 10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH TYPE FLOW DETECTOR, MODEL NO. VSR-F, BY THE DEMOLITION SHALL BE LEFT IN SERVICE. POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. SET ADJUSTABLE DELAYED SIGNAL AT 30 11. ALL WORK SHALL BE PERFORMED DURING OFF SECONDS. MOUNT WATER FLOW INDICATORS NO HOURS SO AS TO NOT INTERRUPT SERVICE. THE HIGHER THAN 6 FEET ABOVE FINISH FLOOR. CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD. THE LESSOR AND THE ADJACENT 23 ALL SPRINKLER SYSTEMS TO BE MODIFIED TENANTS A MINIMUM OF 48 HOURS IN ADVANCE SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 BEFORE PROCEEDING WITH THIS WORK. ALL WORK PRIOR TO SPRINKLER SYSTEM MODIFICATION AND SHALL BE SCHEDULED IN ADVANCE. SHALL BE RE -HYDROSTATICALLY TESTED AFTER COMPLETION OF WORK. 24. SAMMY SCREWS ARE NOT PERMITTED. APPLICABLE CODES NFPA STANDARD:IED TION: NFPA 13 2002 ISSUE BLOCK 1 03-06-09 ADD #3 CHECKED BY. DRAWINGS AND SPECIFICATIONS THERETO. QUANTITIES OF OTHER TRADE WORK. GS WATER SUPPLY TO BE USED FOR FIRE SPRINKLER 5. REMOVE ALL DEMOLITION MATERIALS AND 18. SPRINKLER SPACING TO BE PER NFPA 13. 01-09-09 DESIGN AT EFFECTIVE POINT: DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE 19. INTERFACE SPRINKLER SYSTEM WITH FIRE STATIC: 57.0 PSI PROJECT COMPLETION. PROTECTION SUPERVISORY SYSTEM. RESIDUAL: 30.0 PSI AT 1460 GPM 6. PERFORM ALL WORK ACCORDING TO THE 20. ALL MATERIALS SHALL BE UL LISTED AND FM PROJECT PHASING SCHEDULE INFORMATION FOR BE RTO POI NT -OF- SERVICE THIS PROJECT. PROVIDE ALL NECESSARY FIRE MANUOFACTURED S ANDAR SHALL RECOGNIZED BY PROTECTION WORK, TEMPORARY AND/OR NFPA 13., THREADED PIPE SHALL HAVE A OTHERWISE, AND USE WHATEVER MEANS CORROSION RESISTANCE RATING OF 1.0 OR NECESSARY, TO CONFORM TO THE REQUIRED GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE "POINT -OF -SERVICE" MEANS THE POINT AT CONSTRUCTION PHASING OF THE PROJECT. USED. THREADABLE THINWALL PIPE WITH WHICH THE UNDERGROUND PIPING FOR A CORROSION RESISTANCE RATING OF LESS THAN 1.0 SPRINKLER SYSTEM USING WATER AS THE 7• CONTRACTOR IS RESPONSIBLE FOR REPAIRING SHALL BE USED ONLY WITH ROLL GROOVE EXTINGUISHING AGENT BECOMES USED OR REPLACING ITEMS DAMAGED DURING DEMOLITION FITTINGS. EXCLUSIVELY FOR THE SPRINKLER SYSTEM. AND CONSTRUCTION. 21. PRIOR TO INTERIOR STORE FINISHING, 8. CONTRACTOR SHALL PATCH ALL HOLES TO HYDROSTATICALLY TEST NEW ABOVEGROUND MATCH ADJACENT SURFACES LEFT UNUSED AFTER SPRINKLER PIPING FOR LEAKAGE IN PRESENCE OF EXISTING SPRINKLER PIPING OR EQUIPMENT IS AUTHORITY HAVING JURISDICTION. REMOVED AND VACATED FROM THESE HOLES. 22 IF REQUIRED PROVIDE 24 VOLT AC ELECTRIC 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BELL, MODEL NO. PBA248, ELECTRIC BELL BY AND MAINTAINING FIRE DEPARTMENT ACCESS POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, ROADS THROUGHOUT THE PROJECT. LOCATE AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROVIDE NEW DOUBLE POLE VANE 10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH TYPE FLOW DETECTOR, MODEL NO. VSR-F, BY THE DEMOLITION SHALL BE LEFT IN SERVICE. POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. SET ADJUSTABLE DELAYED SIGNAL AT 30 11. ALL WORK SHALL BE PERFORMED DURING OFF SECONDS. MOUNT WATER FLOW INDICATORS NO HOURS SO AS TO NOT INTERRUPT SERVICE. THE HIGHER THAN 6 FEET ABOVE FINISH FLOOR. CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD. THE LESSOR AND THE ADJACENT 23 ALL SPRINKLER SYSTEMS TO BE MODIFIED TENANTS A MINIMUM OF 48 HOURS IN ADVANCE SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 BEFORE PROCEEDING WITH THIS WORK. ALL WORK PRIOR TO SPRINKLER SYSTEM MODIFICATION AND SHALL BE SCHEDULED IN ADVANCE. SHALL BE RE -HYDROSTATICALLY TESTED AFTER COMPLETION OF WORK. 24. SAMMY SCREWS ARE NOT PERMITTED. APPLICABLE CODES NFPA STANDARD:IED TION: NFPA 13 2002 ISSUE BLOCK 1 03-06-09 ADD #3 CHECKED BY. FW DRAWN BY: GS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 FIRE SPRINKLER SITE PLAN STORE LOCATION: SHEET: WAL-MART #3207 1601 RINEHART RD Fpl SANFORD (W), FL 32 1 1 7 -------------------------------------- .-____---_---_..- , .,.-I- -�� �.��-.- -------------- NOTE: -- �-,-_-_-- - --- -�-_L NI til NI , 1 I 1 1 1 I cu / ` 1 t 1 cjI If E�E , Frr =1 r��=irr�r-rrrr �irrrrrrr�.rr rrrl_ 7�rirr I�r �rrrr.�rrrr I � f AJI •, 1 •, !., �11 i EXISTING PHARMACY EXI ST1 N G VISION CEN TER EXISTING TLE C AGE SPRINKLER PLAN EXISTING SITE TO STORE SPRINKLER PLAN SPRINKLER PLAN SCALE: 1/8" = 1 0 4 8 16 3 ---SCALE: 1 /8" = 1' 0 4 8 16' 5 SC " - ' SPRINKLER PLAN ALE: 1/8 - 1 0 4 8 16 7 SCALE: 1/8" = 1' 0 4 8 16' NOTE: PHARMACY ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. NOTE: DESIGNED PER NFPA 13 2002 EDITION, QUICK TLE CAGE OTE RESPONSE SPRINKLERS SECTION 11.2.3.2.3 NOTE: ORDINARY HAZARD GROUP 2 - 0.20/1500 SITE TO STORE THE REMODELED PHARMACY PER NFPA 13 INSTALL NEW SPRINKLERS AS SHOWN IN 2002 VISION CENTER INSTALL NEW SPRINKLERS AS SHOWN IN ORDINARY HAZARD GROUP 2 - 0.20/1500 , EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. CONTRACTOR TO ADD/ OR RELOCATE EXISTING SALES FLOOR SPRINKLERS ALONG THE OUTSIDE OF THE REMODEL PHARMACY TO MAINTAIN SPRINKLER COVERAGE UNDER NFPA 13. N OTE: REMOVE EXISTING PENDENT SPRINKLERS AND PLUG OUTLETS AT THE BRANCHLINES. REF NEW SPRINKLER LOCATIONS AND TIE-INS 8/FP2 REMODELED PHARMACY 2SPRINKLER PLAN 0E SCALE: 1/8" = 1' 0 -;,--8, 16,OEM L IDC L- 0 0 N N I a o N O N as U a� 0 L a c v o I E m U CL °' c rn .3 V) o dC140) o O C CO •� a o O v) N Q J o E m a 0 r 5 O J N m DAIRY COOLER L SPRINKLER PLAN �0 00 v Q SCALE: 1/8" _ 1' 0 -41-18 16' O E - O I p Z_ j d. Q III I i I i I IG 'f.I I I ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED VISION CENTER PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. THE REMODELED TLE CAGE PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. - ------ --- -- =-= ====- _ ---= ---- ---. =� ===- -- �-_--="� =�`- =-- =� ==- .:........... .... ..., ....... ........ ;L..,..... ............................... ,. ' ........., .. .......... .. I �......, `,......... NI.............j.... ... N`.. ........................N' ..I......... .... r+_} .............}...,..*–r.T..,... ,I....... ............ 1... . IN i ..., ..... ... * ....... .... 1 �., �.. N, I t.... ' N'. ... .......... 1 " ' til Id.... .NI,... 1 f...... .... ,1.. .......!.. . 1 1 c'„� I t Z-11 .......... ....... ........ REMODELED VISION CENTER REMODELED TLE CAGE SPRINKLER PLAN SPRINKLER PLAN. 4 SCALE: 1/8" = 1 0 4 8 16 6 SCALE: 1/8" = 1' 0 4 8 16' INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED SITE TO STORE PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. ......... •, .... ........ .�.... ,,.... . ... ...........{.. ...........t. •...,..�.. �, ... .............. ' I ...... I ' C .......,...t. , ..........�. • i. ............. I.: .............r ..,....... ......... ................ ............t...,. .......... .......... I .C.. REMODELED SITE TO STORE 1 SPRINKLER PLAN. o SCALE: 1ie" NOTE: DAIRY COOLER ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED DAIRY COOLER PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. CONTRACTOR TO ADD/ OR RELOCATE EXISTING SPRINKLERS ALONG THE OUTSIDE OF THE REMODEL DAIRY COOLER TO MAINTAIN SPRINKLER COVERAGE UNDER NFPA 13. I I I 0 — – – N – – cu– _ c� N `cu I I I fU •u ` N CU N I (1J fU (U 3' 3' 3' 3' 3 3' 3' 3' 3' 3r 3r r L rrrrrr -r---r rrrr rrrrrrrrr ----rrrrrr rrrrrr r. 1 I 1 --------------------------- REMODELED DAIRY COOLER SPRINKLER PLAN 10 SCALE: 1/8" = 1' 0 4p 8 16' W 662 Q hZF Wtnp4SV�O�s SQ OzOa�W LL a� Za�<�?o i= O 1�Io��T���o� Zfn��F-y����BZ K(L in aO�U G7U1�Jj2UW V) F -?NC dit CL(Lw a2 FW DRAWN BY: a W = © 192 O 00 DOCUMENT DATE: 02-06-09 t7 1 ® :...............i.. ��a 1 W o Ow Z C'3 � N 0 t M O c � � I c � 0 a REMODELED PHARMACY 2SPRINKLER PLAN 0E SCALE: 1/8" = 1' 0 -;,--8, 16,OEM L IDC L- 0 0 N N I a o N O N as U a� 0 L a c v o I E m U CL °' c rn .3 V) o dC140) o O C CO •� a o O v) N Q J o E m a 0 r 5 O J N m DAIRY COOLER L SPRINKLER PLAN �0 00 v Q SCALE: 1/8" _ 1' 0 -41-18 16' O E - O I p Z_ j d. Q III I i I i I IG 'f.I I I ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED VISION CENTER PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. THE REMODELED TLE CAGE PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. - ------ --- -- =-= ====- _ ---= ---- ---. =� ===- -- �-_--="� =�`- =-- =� ==- .:........... .... ..., ....... ........ ;L..,..... ............................... ,. ' ........., .. .......... .. I �......, `,......... NI.............j.... ... N`.. ........................N' ..I......... .... r+_} .............}...,..*–r.T..,... ,I....... ............ 1... . IN i ..., ..... ... * ....... .... 1 �., �.. N, I t.... ' N'. ... .......... 1 " ' til Id.... .NI,... 1 f...... .... ,1.. .......!.. . 1 1 c'„� I t Z-11 .......... ....... ........ REMODELED VISION CENTER REMODELED TLE CAGE SPRINKLER PLAN SPRINKLER PLAN. 4 SCALE: 1/8" = 1 0 4 8 16 6 SCALE: 1/8" = 1' 0 4 8 16' INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED SITE TO STORE PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. ......... •, .... ........ .�.... ,,.... . ... ...........{.. ...........t. •...,..�.. �, ... .............. ' I ...... I ' C .......,...t. , ..........�. • i. ............. I.: .............r ..,....... ......... ................ ............t...,. .......... .......... I .C.. REMODELED SITE TO STORE 1 SPRINKLER PLAN. o SCALE: 1ie" NOTE: DAIRY COOLER ORDINARY HAZARD GROUP 2 - 0.20 GPM/ SQ.FT. DESIGNED PER NFPA 13 2002 EDITION, QUICK RESPONSE SPRINKLERS SECTION 11.2.3.2.3 INSTALL NEW SPRINKLERS AS SHOWN IN THE REMODELED DAIRY COOLER PER NFPA 13, 2002 EDITION, AND STATE AND LOCAL ORDINANCES. USE EACH EXISTING OUTLET FOR ONE NEW ARMOVER TO NEW SPRINKLER LOCATION. CONTRACTOR TO INSTALL MECHANICAL TEE IF ADDITIONAL OUTLETS ARE REQUIRED. REF 4/FP1 FOR HANGER DETAIL. CONTRACTOR TO ADD/ OR RELOCATE EXISTING SPRINKLERS ALONG THE OUTSIDE OF THE REMODEL DAIRY COOLER TO MAINTAIN SPRINKLER COVERAGE UNDER NFPA 13. I I I 0 — – – N – – cu– _ c� N `cu I I I fU •u ` N CU N I (1J fU (U 3' 3' 3' 3' 3 3' 3' 3' 3' 3r 3r r L rrrrrr -r---r rrrr rrrrrrrrr ----rrrrrr rrrrrr r. 1 I 1 --------------------------- REMODELED DAIRY COOLER SPRINKLER PLAN 10 SCALE: 1/8" = 1' 0 4p 8 16' W 662 Q hZF Wtnp4SV�O�s SQ OzOa�W LL a� Za�<�?o i= O 1�Io��T���o� Zfn��F-y����BZ K(L in aO�U G7U1�Jj2UW V) F -?NC dit CL(Lw a2 ISSUE BLOCK 03-06-09 ADD #3 CHECKED BY: FW DRAWN BY: a W = © 192 O 00 DOCUMENT DATE: 02-06-09 ��a 1 W •• Ow Z C'3 LLJ 0 0 O c i ap o O � C\2 z O ISSUE BLOCK 03-06-09 ADD #3 CHECKED BY: FW DRAWN BY: GS PROTO: 192 PROTO CYCLE: 01-09-09 DOCUMENT DATE: 02-06-09 26. WATER PIPING ABOVE GRADE SHALL BE 5, CONTRACTOR IS RESPONSIBLE FOR TYPE "L" HARD DRAWN COPPER JOINED UTILIZING OWNER APPROVED ROOFING WITH WROUGHT COPPER FITTINGS. MAKE CONTRACTORS FOR CUTTING AND JOINTS USING LEAD-FREE SOLDER AND A PATCHING ROOF. NON -CORROSIVE, PASTE -TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE 6. CONTRACTOR SHALL FURNISH AND INSTALL WITH CHROME -PLATED SEAMLESS BRASS EXHAUST FANS AND EXHAUST FAN CURBS. TUBE. INSULATE HOT & COLD WATER CONTRACTOR SHALL INSTALL ALL PIPING WITH RIGID GLASS FIBER A ., f F /2" T ALL - STRUCTURAL SUPPORTS OR FANS AND MINIMUM OF 1 HICK WITH WHITE A ;..._.., 10 RTU S. REFERENCE SERVICE JACKET (VAPOR RETARDER). ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. SHALL BE SET ON ROOF CURB. 27. PROVIDE AND INSTALL AUTOMATIC TRAP DO NOT SET RTU DIRECTLY ON ROOF. PRIMERS ON FLOOR DRAINS IF REQUIRED BY LOCAL PLUMBING CODES. 2 7. CONTRACTOR SHALL INSTALL OWNER ' GP1.1 FURNISHED RTU CURB AND TEMPORARILY 28. ALL FLOOR CLEANOUTS SHALL BE -v n' COVER CURB PER ARCH DETAIL (IF INSTALLED FLUSH WITH FLOOR FINISH USED). RTU'S SHALL BE FURNISHED BY MATERIAL OR FLUSH WITH CONCRETE SLAB OWNER AND INSTALLED BY CONTRACTOR.. IF NO FLOOR FINISH MATERIAL IS _. `.. ~ CURB ADAPTOR (IF USED) SHALL BE CALLED OUT FOR ON ARCHITECTURAL GRDRAWINGS. FURNISHED BY OWNER AND INSTALLED BY GM 5 RECEIVING CONTRACTOR. COORDINATE RTU RECEIVING 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF i INSTALLATION WITH WAL-MART [' 2 M1 `' M1 1 1 , CONSTRUCTION MANAGER AND AES AS TRAFFIC WAYS, WHILE MAINTAINING P1 ? ACCESSIBILITY. LOCATE PER l t,, 'GP1.1 GR1.1 REQUIRED FOR RTU/AHU CURB ADAPTERS. FAMILY ASSISTANT ] 3 DIMENSIONS IF SHOWN ON PLANS. RESTROOM MANAGEMENT WOMENSM1 8. REPLACE FILTERS ON NEW RTU NO MORE � - -- OFFICE �,. `- 30. FLOOR CUTS SHALL BE STRAIGHT AND ' RESTROOM'" THAN ONE DAY PRIOR TO STARTING TEST CLEAN REPLACE REMOVED SLAB WITH -. ,.,a -- -L.; ,_ Y -r _ T__ T_' -- _1-- - -� �___u-_ u__ z ..__.,-N_..__ &BALANCE PROCEDURES. FILTERS SHALL'17 CONCRETE FLUSH AND SMOOTH WITH r Yl �',,- BE 2 THICK EQUAL TO FARR 30/30. LI II. .. __- _._.._ �-, r I , u ADJACENT FLOOR SLAB. REFERENCE 1�1 -s ..:, � ARCHITECTURAL SHEETS. COORDINATE , _ 9. LABEL RTU WITH 6" BLACK PERMANENT F: WITH GENERAL CONTRACTOR. ' PAINT STENCIL AND LABEL SENSOR WITH GM f .. =..._:I DAIRY STOCKROOMTRAINING = ' ! 2" HIGH BLACK PERMANENT PAINT 31. CAP ALL PIPING OPENINGS DURING j � �.._�., . I� - , c,. � I , x; .�try�m� - -;\ --:.,, �,..; -� COOLER _ STENCIL. NUMBER THE SENSOR TO CONSTRUCTION UNTIL FINAL CONNECTIONS { ; !l --==- y!, CORRESPOND WITH RTU IT CONTROLS. TO EQUIPMENT AND ACCESSORIES ARE BREAKROOM LOCATE LABEL FOR UNIT NEAR ITS MADE. > .* DISCONNECT SO IT IS READABLE FROM r ! _..:?..-.__...---� • -- -' _ ., ATC . ROOF H H 32. CUT AND PATCH EXISTING CONCRETE M1 I FLOOR SLAB FOR INSTALLATION OF NEW TIRE & BATTERY 10. IF RTUS ARE INSTALLED BEFORE ROOFING UNDERGROUND PLUMBING PIPE. MATCH JANITOR `' _(:_ IS COMPLETED, THE CONTRACTOR SHALL EXISTING CONSTRUCTION. STORAGE PHOTO MENS -i~";' I BE RESPONSIBLE FOR ANY DAMAGE WHICH LAB RESTROOM i I ,. -� OCCURS DURING THE ROOFING PROCESS, 33. DO NOT INSTALL PIPING WITHIN COOLER MECHANICAL 1 1/4" CW _,.._...h � I r! I INCLUDING TAR ON COILS. PANELS. INSTALL EXPOSED PIPING IN ROOM 15.401 } PREP AREAS A MINIMUM OF 1" FROM REF P2.3 AND P2.4 5 2 - 11. ROOFTOP UNITS SHALL BE ORIENTED SO FOR ADDITIONAL PIPE P1 M1I I THAT THE CONDENSATE DRAINS WITH THE PANEL WALL AND 6 ABOVE FINISHED BRACING, ROUTING FLOOR TO ALLOW FOR CLEANING. USE I I I SLOPE OF THE ROOF. -- I[ AND INSTALLATIONo { I ONLY NON -CORROSIVE MATERIALS FOR N REQUIREMENTS. TYP. r '1 SPACERS AND ANCHORS. .....! MECHANICAL AILURE OF NEW 12. UNITS PRIOR FTO ACCEPTANCE BY OWNER, FTOP " CO MPH1 MPH1 34. PROVIDE ESCUTCHEON PLATES FOR I _ GROCERY SHALL BE REPAIRED OR REPLACED BY PLUMBING PENETRATIONS .THROUGH I, ,, c_ u ' VAC I FREEZER CONTRACTOR .THROUGH WARRANTY GROCERY CEILINGS AND WALLS. CO ! I AGREEMENT WITH MANUFACTURER. II i ._,. I AUTO :17 L .1.-.. I� a 35. PROVIDE AIR TIGHT SEAL AROUND PIPING (� PHARMACY ( ICE CREAM 13. IF APPLICABLE, COORDINATE ALL NEW PENETRATIONS THROUGH COOLER/FREEZER CENTER - > I f f FREEZER GAS PIPING AND ROOF EQUIPMENT WITH 1 EXISTING GAS PIPING, SKYLIGHTS, AND WALLS AND CEILINGS. FINISH WITH y ( ROOF EQUIPMENT. FIELD VERIFY ESCUTCHEON PLATE. EXISTING CONDITIONS. " 36. PROVIDE HEAT TAPE AND INSULATION ON �1 I`ALL WATER AND DRAIN PIPING EXPOSED 14. ROOFTOP UNITS BEING ADDED TO REMOVE PLUMBING '-1W' 1 I -� I ( EXISTING ROOF STRUCTURE SHALL BE TO FREEZING. 1 TO PHOTO LAB [, `1 ! INSTALLED WHEN THE UNITS ARRIVE AT 37. INSTALL CONTINUOUS SEALANT JOINT AT BEING DEMOLISHED I THE JOB SITE. REFERENCE MAC1 ARCHITECTURAL STRUCTURAL SHEETS FOR ALL EXTERIOR WALL PENETRATIONS. SALES 15.405 ;_ _ / DETAILS. 38. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE 15. INSTALL VTR'S A MINIMUM OF 24" AND REQUIREMENTS PER SMACNA PUBLISHED '- 5 '777 1 ` FLUES A MINIMUM OF 36 FROM ROOF SEISMIC DETAILS, LOCAL AND NATIONAL :- EDGE AND/OR PARAPET WALLS. INSTALL CODES. CONTRACTOR'S RESPONSIBILITY ' VTR'S, FLUES AND EXHAUST FANS A INCLUDES STRUCTURAL ENGINEER'S l I •, :, :, r ,.; ,..., J MINIMUM OF 10 FT FROM OUTSIDE AIR CERTIFICATION ON DETAILS SUBMITTED INTAKE O O TOP UNITS. INSTALL FOR PERMITTING. EXHAUST FANS AND ROOF TOP UNITS A - _ I MINIMUM OF 10 FT FROM ROOF EDGE OR A I J:_ ! PRODUCE t ) MINIMUM OF 60 FROM PARAPET WALLS PREP -" THAT ARE AT LEAST 42" HIGH. 16. CONTRACTOR TO REPLACE DAMAGED ZONE SENSORS AND THERMOSTATS AS NEEDED. it RE OCATED+ _ 17. COORDINATE LOCATION OF DUCTWORK AND I � DIFFUSERS WITH LIGHT FIXTURES TO SEASONAL 74" AFF SHOP , II I �: ` � 1 SALES OR STOCK SHADOWING OF THE PREVENT EXCESSIVE FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD REMOVE PLUMBING SERVICE ... VERIFY STRUCTURAL CONDITIONS BEFORE F41, REMOVE SUPPLY RETURN BEING DEMOLISHED r `'; -- -- -=' PREP REPUCE DUCTWORK. SUPPLY/ 0 PHARMACY `� ,,C-..,_, , M.... .... .m - ._...,t,�7� -. E FABRICATION OF DUCT SERVING PHARMACY 15.405 I 18. FLEXIBLE DUCT CONNECTIONS TO NEW OR BEING DEMOLISHED. COVER RTU -12 .. r.��...,f [_'��! j RELOCATED DIFFUSERS AND GRILLES ARE RETURN AIR PLENUM WITH 3 TON - I PROHIBITED. INSPECT CONDITION OF �[a.�LlSI �' 91�_ .r -- EXISTING DUCT AND REPLACE DAMAGED 1,rx1" HARDWARE CLOTH. ETR D66 �:. r "T�1.- --- I BAKERY DUCT WITH EQUIVALENT TYPE OF DUCT AS 1200 REQUIRED. tf�_- 1 ,. 19. DUCT SIZES SHOWN ON DRAWINGS ARE NET ! l; H' - ; M1 P1 WOMENS AP FREE AREA. CONTRACTOR'S OPTION, RESTROOM OFFICE ,I - ROUND DUCTWORK OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF RECTANGULAR. INCREASE RECTANGULAR 1 COURTESYLf GM1 GP1 GR1 , SHEET METAL SIZE AS REQUIRED FOR DESK _.....__ -i I LINER. REFER TO SPECIFICATIONS FOR THE INSULATION'THICKNESS. I I HARE CARE I GARDEN i ,., • _. {' CENTER LEAN ALL EXISTING DIFFUSERS AND VESTIBULE ,..-.�. .�-..____._ - RETURN AIR GRILLES T REMAIN. MENS .._ _ J -,-C I I VISION G7 T 21. EXISTING PIPE SIZES AND LOCATIONS �• .1..-- ) CENTER RESTROOM (f IGS : 7.1 Q'i HAVE NOT BEENI FIELD VERIFIED. 3 y... .,,.h,_ r...,..., 1 __ GR CONTRACTOR IS RESPONSIBLE TO FIELD M1 P1 VESTIBULE VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY- THAT PROPERSLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 4" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/ 4" PER d FOOT FOR SAN SEWER PIPING SMALLER THAN 4". REF ARCH. FOR TRENCHING REQUIREMENTS. f � MECHANICAL AND PLUMBING PLANS. 1 1 „ 301-0** EXISTING CONDITIONS WERE TAKEN FROMR I A 0 IG N L EACH SUBCONTRACTOR 15 RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT G A THOROUGH KNOWLEDGE OF ALL DRAWINGS .AND .. AS BUILT SPECIFICATIONS IN THEIR.RELATED FIELD. THE CONDITIONS. CONTRACTOR SHALL. FIELD E L FAILURE TO ACQUAINT THEMSELVES WITH THIS VERIFY ALL EXISTING CONDITIONS. PRIOR TO Q S SUBMITTING I T KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY B G FI A N L BIDS. CONTRACTOR ` SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY, NO WITH ALL OTHER DISCIPLINESAND EXISTING: ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO 'FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. L w d �- D_ a Z w A O z w Zr- �z� a� �so�vwi - 0:� 0In1�zaa z xr-zo aarn�C) L�pW6oawo0'm99Lc� �Ov) Nm -=WL] W W.Nz o:3 N�<8�,g21ai' ZQau: dOLVOaO�0-W~'''� O 3:2 wwH =UoaazZQ J X 0OL-C wwa� VaWg �aawt�iWF WWc,o0N V Dov) -wow 6 NZ WOW() V) F -D �Noi�aN%0a aa� GENERAL NOTES DRAWN BY- PIPING 1. GENERAL NOTES ARE APPLICABLE TO ALL 22. PLUMBING CONTRACTOR SHALL VERIFY AND IN STRICT ACCORDANCE WITH STATE ��� F, MECHANICAL/PLUMBING DRAWINGS. EXISTING SEWER AND VENT PIPE SIZE (n AND LOCAL CODES AND MANUFACTURERS v o I r� AND ELEVATION AND SHALL VERIFY THAT z r 2. FURNISH AND INSTALL ALL MATERIALS PROPER SLOPES ARE AVAILABLE BEFORE INACCESSIBLE WATER VALVES AND CLEAN - FOR A COMPLETE INSTALLATION IN ALL CUTTING FLOOR SLAB FOR NEW SEWER :,.g d 26. WATER PIPING ABOVE GRADE SHALL BE 5, CONTRACTOR IS RESPONSIBLE FOR TYPE "L" HARD DRAWN COPPER JOINED UTILIZING OWNER APPROVED ROOFING WITH WROUGHT COPPER FITTINGS. MAKE CONTRACTORS FOR CUTTING AND JOINTS USING LEAD-FREE SOLDER AND A PATCHING ROOF. NON -CORROSIVE, PASTE -TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE 6. CONTRACTOR SHALL FURNISH AND INSTALL WITH CHROME -PLATED SEAMLESS BRASS EXHAUST FANS AND EXHAUST FAN CURBS. TUBE. INSULATE HOT & COLD WATER CONTRACTOR SHALL INSTALL ALL PIPING WITH RIGID GLASS FIBER A ., f F /2" T ALL - STRUCTURAL SUPPORTS OR FANS AND MINIMUM OF 1 HICK WITH WHITE A ;..._.., 10 RTU S. REFERENCE SERVICE JACKET (VAPOR RETARDER). ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. SHALL BE SET ON ROOF CURB. 27. PROVIDE AND INSTALL AUTOMATIC TRAP DO NOT SET RTU DIRECTLY ON ROOF. PRIMERS ON FLOOR DRAINS IF REQUIRED BY LOCAL PLUMBING CODES. 2 7. CONTRACTOR SHALL INSTALL OWNER ' GP1.1 FURNISHED RTU CURB AND TEMPORARILY 28. ALL FLOOR CLEANOUTS SHALL BE -v n' COVER CURB PER ARCH DETAIL (IF INSTALLED FLUSH WITH FLOOR FINISH USED). RTU'S SHALL BE FURNISHED BY MATERIAL OR FLUSH WITH CONCRETE SLAB OWNER AND INSTALLED BY CONTRACTOR.. IF NO FLOOR FINISH MATERIAL IS _. `.. ~ CURB ADAPTOR (IF USED) SHALL BE CALLED OUT FOR ON ARCHITECTURAL GRDRAWINGS. FURNISHED BY OWNER AND INSTALLED BY GM 5 RECEIVING CONTRACTOR. COORDINATE RTU RECEIVING 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF i INSTALLATION WITH WAL-MART [' 2 M1 `' M1 1 1 , CONSTRUCTION MANAGER AND AES AS TRAFFIC WAYS, WHILE MAINTAINING P1 ? ACCESSIBILITY. LOCATE PER l t,, 'GP1.1 GR1.1 REQUIRED FOR RTU/AHU CURB ADAPTERS. FAMILY ASSISTANT ] 3 DIMENSIONS IF SHOWN ON PLANS. RESTROOM MANAGEMENT WOMENSM1 8. REPLACE FILTERS ON NEW RTU NO MORE � - -- OFFICE �,. `- 30. FLOOR CUTS SHALL BE STRAIGHT AND ' RESTROOM'" THAN ONE DAY PRIOR TO STARTING TEST CLEAN REPLACE REMOVED SLAB WITH -. ,.,a -- -L.; ,_ Y -r _ T__ T_' -- _1-- - -� �___u-_ u__ z ..__.,-N_..__ &BALANCE PROCEDURES. FILTERS SHALL'17 CONCRETE FLUSH AND SMOOTH WITH r Yl �',,- BE 2 THICK EQUAL TO FARR 30/30. LI II. .. __- _._.._ �-, r I , u ADJACENT FLOOR SLAB. REFERENCE 1�1 -s ..:, � ARCHITECTURAL SHEETS. COORDINATE , _ 9. LABEL RTU WITH 6" BLACK PERMANENT F: WITH GENERAL CONTRACTOR. ' PAINT STENCIL AND LABEL SENSOR WITH GM f .. =..._:I DAIRY STOCKROOMTRAINING = ' ! 2" HIGH BLACK PERMANENT PAINT 31. CAP ALL PIPING OPENINGS DURING j � �.._�., . I� - , c,. � I , x; .�try�m� - -;\ --:.,, �,..; -� COOLER _ STENCIL. NUMBER THE SENSOR TO CONSTRUCTION UNTIL FINAL CONNECTIONS { ; !l --==- y!, CORRESPOND WITH RTU IT CONTROLS. TO EQUIPMENT AND ACCESSORIES ARE BREAKROOM LOCATE LABEL FOR UNIT NEAR ITS MADE. > .* DISCONNECT SO IT IS READABLE FROM r ! _..:?..-.__...---� • -- -' _ ., ATC . ROOF H H 32. CUT AND PATCH EXISTING CONCRETE M1 I FLOOR SLAB FOR INSTALLATION OF NEW TIRE & BATTERY 10. IF RTUS ARE INSTALLED BEFORE ROOFING UNDERGROUND PLUMBING PIPE. MATCH JANITOR `' _(:_ IS COMPLETED, THE CONTRACTOR SHALL EXISTING CONSTRUCTION. STORAGE PHOTO MENS -i~";' I BE RESPONSIBLE FOR ANY DAMAGE WHICH LAB RESTROOM i I ,. -� OCCURS DURING THE ROOFING PROCESS, 33. DO NOT INSTALL PIPING WITHIN COOLER MECHANICAL 1 1/4" CW _,.._...h � I r! I INCLUDING TAR ON COILS. PANELS. INSTALL EXPOSED PIPING IN ROOM 15.401 } PREP AREAS A MINIMUM OF 1" FROM REF P2.3 AND P2.4 5 2 - 11. ROOFTOP UNITS SHALL BE ORIENTED SO FOR ADDITIONAL PIPE P1 M1I I THAT THE CONDENSATE DRAINS WITH THE PANEL WALL AND 6 ABOVE FINISHED BRACING, ROUTING FLOOR TO ALLOW FOR CLEANING. USE I I I SLOPE OF THE ROOF. -- I[ AND INSTALLATIONo { I ONLY NON -CORROSIVE MATERIALS FOR N REQUIREMENTS. TYP. r '1 SPACERS AND ANCHORS. .....! MECHANICAL AILURE OF NEW 12. UNITS PRIOR FTO ACCEPTANCE BY OWNER, FTOP " CO MPH1 MPH1 34. PROVIDE ESCUTCHEON PLATES FOR I _ GROCERY SHALL BE REPAIRED OR REPLACED BY PLUMBING PENETRATIONS .THROUGH I, ,, c_ u ' VAC I FREEZER CONTRACTOR .THROUGH WARRANTY GROCERY CEILINGS AND WALLS. CO ! I AGREEMENT WITH MANUFACTURER. II i ._,. I AUTO :17 L .1.-.. I� a 35. PROVIDE AIR TIGHT SEAL AROUND PIPING (� PHARMACY ( ICE CREAM 13. IF APPLICABLE, COORDINATE ALL NEW PENETRATIONS THROUGH COOLER/FREEZER CENTER - > I f f FREEZER GAS PIPING AND ROOF EQUIPMENT WITH 1 EXISTING GAS PIPING, SKYLIGHTS, AND WALLS AND CEILINGS. FINISH WITH y ( ROOF EQUIPMENT. FIELD VERIFY ESCUTCHEON PLATE. EXISTING CONDITIONS. " 36. PROVIDE HEAT TAPE AND INSULATION ON �1 I`ALL WATER AND DRAIN PIPING EXPOSED 14. ROOFTOP UNITS BEING ADDED TO REMOVE PLUMBING '-1W' 1 I -� I ( EXISTING ROOF STRUCTURE SHALL BE TO FREEZING. 1 TO PHOTO LAB [, `1 ! INSTALLED WHEN THE UNITS ARRIVE AT 37. INSTALL CONTINUOUS SEALANT JOINT AT BEING DEMOLISHED I THE JOB SITE. REFERENCE MAC1 ARCHITECTURAL STRUCTURAL SHEETS FOR ALL EXTERIOR WALL PENETRATIONS. SALES 15.405 ;_ _ / DETAILS. 38. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE 15. INSTALL VTR'S A MINIMUM OF 24" AND REQUIREMENTS PER SMACNA PUBLISHED '- 5 '777 1 ` FLUES A MINIMUM OF 36 FROM ROOF SEISMIC DETAILS, LOCAL AND NATIONAL :- EDGE AND/OR PARAPET WALLS. INSTALL CODES. CONTRACTOR'S RESPONSIBILITY ' VTR'S, FLUES AND EXHAUST FANS A INCLUDES STRUCTURAL ENGINEER'S l I •, :, :, r ,.; ,..., J MINIMUM OF 10 FT FROM OUTSIDE AIR CERTIFICATION ON DETAILS SUBMITTED INTAKE O O TOP UNITS. INSTALL FOR PERMITTING. EXHAUST FANS AND ROOF TOP UNITS A - _ I MINIMUM OF 10 FT FROM ROOF EDGE OR A I J:_ ! PRODUCE t ) MINIMUM OF 60 FROM PARAPET WALLS PREP -" THAT ARE AT LEAST 42" HIGH. 16. CONTRACTOR TO REPLACE DAMAGED ZONE SENSORS AND THERMOSTATS AS NEEDED. it RE OCATED+ _ 17. COORDINATE LOCATION OF DUCTWORK AND I � DIFFUSERS WITH LIGHT FIXTURES TO SEASONAL 74" AFF SHOP , II I �: ` � 1 SALES OR STOCK SHADOWING OF THE PREVENT EXCESSIVE FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD REMOVE PLUMBING SERVICE ... VERIFY STRUCTURAL CONDITIONS BEFORE F41, REMOVE SUPPLY RETURN BEING DEMOLISHED r `'; -- -- -=' PREP REPUCE DUCTWORK. SUPPLY/ 0 PHARMACY `� ,,C-..,_, , M.... .... .m - ._...,t,�7� -. E FABRICATION OF DUCT SERVING PHARMACY 15.405 I 18. FLEXIBLE DUCT CONNECTIONS TO NEW OR BEING DEMOLISHED. COVER RTU -12 .. r.��...,f [_'��! j RELOCATED DIFFUSERS AND GRILLES ARE RETURN AIR PLENUM WITH 3 TON - I PROHIBITED. INSPECT CONDITION OF �[a.�LlSI �' 91�_ .r -- EXISTING DUCT AND REPLACE DAMAGED 1,rx1" HARDWARE CLOTH. ETR D66 �:. r "T�1.- --- I BAKERY DUCT WITH EQUIVALENT TYPE OF DUCT AS 1200 REQUIRED. tf�_- 1 ,. 19. DUCT SIZES SHOWN ON DRAWINGS ARE NET ! l; H' - ; M1 P1 WOMENS AP FREE AREA. CONTRACTOR'S OPTION, RESTROOM OFFICE ,I - ROUND DUCTWORK OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF RECTANGULAR. INCREASE RECTANGULAR 1 COURTESYLf GM1 GP1 GR1 , SHEET METAL SIZE AS REQUIRED FOR DESK _.....__ -i I LINER. REFER TO SPECIFICATIONS FOR THE INSULATION'THICKNESS. I I HARE CARE I GARDEN i ,., • _. {' CENTER LEAN ALL EXISTING DIFFUSERS AND VESTIBULE ,..-.�. .�-..____._ - RETURN AIR GRILLES T REMAIN. MENS .._ _ J -,-C I I VISION G7 T 21. EXISTING PIPE SIZES AND LOCATIONS �• .1..-- ) CENTER RESTROOM (f IGS : 7.1 Q'i HAVE NOT BEENI FIELD VERIFIED. 3 y... .,,.h,_ r...,..., 1 __ GR CONTRACTOR IS RESPONSIBLE TO FIELD M1 P1 VESTIBULE VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY- THAT PROPERSLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 4" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/ 4" PER d FOOT FOR SAN SEWER PIPING SMALLER THAN 4". REF ARCH. FOR TRENCHING REQUIREMENTS. f � MECHANICAL AND PLUMBING PLANS. 1 1 „ 301-0** EXISTING CONDITIONS WERE TAKEN FROMR I A 0 IG N L EACH SUBCONTRACTOR 15 RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT G A THOROUGH KNOWLEDGE OF ALL DRAWINGS .AND .. AS BUILT SPECIFICATIONS IN THEIR.RELATED FIELD. THE CONDITIONS. CONTRACTOR SHALL. FIELD E L FAILURE TO ACQUAINT THEMSELVES WITH THIS VERIFY ALL EXISTING CONDITIONS. PRIOR TO Q S SUBMITTING I T KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY B G FI A N L BIDS. CONTRACTOR ` SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY, NO WITH ALL OTHER DISCIPLINESAND EXISTING: ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO 'FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. L w d �- D_ a Z w A O z w Zr- �z� a� �so�vwi - 0:� 0In1�zaa z xr-zo aarn�C) L�pW6oawo0'm99Lc� �Ov) Nm -=WL] W W.Nz o:3 N�<8�,g21ai' ZQau: dOLVOaO�0-W~'''� O 3:2 wwH =UoaazZQ J X 0OL-C wwa� VaWg �aawt�iWF WWc,o0N V Dov) -wow 6 NZ WOW() V) F -D �Noi�aN%0a aa� RESPECTS AND READY FOR INTENDED USE DRAWN BY- PIPING PROTO: 192 AND IN STRICT ACCORDANCE WITH STATE ��� F, DOCUMENT DATE: 02-06-09 (n AND LOCAL CODES AND MANUFACTURERS v o I r� 23. PROVIDE ACCESS DOORS TO ALL z r RECOMMENDATIONS. :� INACCESSIBLE WATER VALVES AND CLEAN - O'G N :,.g d OUTS. =3 3. STORE MUST BE KEPT IN OPERATION. Eta M O ARRANGE ALL WORK TO KEEP DISRUPTIONS 4) L0 24. PLUMBING CONTRACTOR SHALL PROVIDE W TO STORE OPERATIONS TO A MINIMUM. w ry ONE YEAR WARRANTY FOR PROPER SEWER O COORDINATE WITH EXISTING AND NEW o SYSTEM OPERATION. m N hi CONSTRUCTION. PAY ALL NECESSARY a w FEES AND PERMITS. Mendi° 25. SANITARY DRAINAGE LINES AND FITTINGS 0 (DRAIN, WASTE AND VENT) SHALL BE 4. IF NEW CONSTRUCTION DISRUPTS as 0 CAST IRON, COATED INSIDE AND EXISTING UNDERGROUND SERVICES (GAS, OUTSIDE. WHERE PERMITTED BY LOCAL SEWER, DOMESTIC WATER, FIRE CODES, PVC-DWV PLASTIC SCHEDULE 40 SPRINKLER, ETC.), PROVIDE ALL MAY BE USED IN LIEU OF CAST IRON. MATERIALS AND LABOR AS REQUIRED TO ALL PHOTOLAB PLUMBING SHALL BE PVC. MAINTAIN THEIR PROPER OPERATION 26. WATER PIPING ABOVE GRADE SHALL BE 5, CONTRACTOR IS RESPONSIBLE FOR TYPE "L" HARD DRAWN COPPER JOINED UTILIZING OWNER APPROVED ROOFING WITH WROUGHT COPPER FITTINGS. MAKE CONTRACTORS FOR CUTTING AND JOINTS USING LEAD-FREE SOLDER AND A PATCHING ROOF. NON -CORROSIVE, PASTE -TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE 6. CONTRACTOR SHALL FURNISH AND INSTALL WITH CHROME -PLATED SEAMLESS BRASS EXHAUST FANS AND EXHAUST FAN CURBS. TUBE. INSULATE HOT & COLD WATER CONTRACTOR SHALL INSTALL ALL PIPING WITH RIGID GLASS FIBER A ., f F /2" T ALL - STRUCTURAL SUPPORTS OR FANS AND MINIMUM OF 1 HICK WITH WHITE A ;..._.., 10 RTU S. REFERENCE SERVICE JACKET (VAPOR RETARDER). ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. SHALL BE SET ON ROOF CURB. 27. PROVIDE AND INSTALL AUTOMATIC TRAP DO NOT SET RTU DIRECTLY ON ROOF. PRIMERS ON FLOOR DRAINS IF REQUIRED BY LOCAL PLUMBING CODES. 2 7. CONTRACTOR SHALL INSTALL OWNER ' GP1.1 FURNISHED RTU CURB AND TEMPORARILY 28. ALL FLOOR CLEANOUTS SHALL BE -v n' COVER CURB PER ARCH DETAIL (IF INSTALLED FLUSH WITH FLOOR FINISH USED). RTU'S SHALL BE FURNISHED BY MATERIAL OR FLUSH WITH CONCRETE SLAB OWNER AND INSTALLED BY CONTRACTOR.. IF NO FLOOR FINISH MATERIAL IS _. `.. ~ CURB ADAPTOR (IF USED) SHALL BE CALLED OUT FOR ON ARCHITECTURAL GRDRAWINGS. FURNISHED BY OWNER AND INSTALLED BY GM 5 RECEIVING CONTRACTOR. COORDINATE RTU RECEIVING 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF i INSTALLATION WITH WAL-MART [' 2 M1 `' M1 1 1 , CONSTRUCTION MANAGER AND AES AS TRAFFIC WAYS, WHILE MAINTAINING P1 ? ACCESSIBILITY. LOCATE PER l t,, 'GP1.1 GR1.1 REQUIRED FOR RTU/AHU CURB ADAPTERS. FAMILY ASSISTANT ] 3 DIMENSIONS IF SHOWN ON PLANS. RESTROOM MANAGEMENT WOMENSM1 8. REPLACE FILTERS ON NEW RTU NO MORE � - -- OFFICE �,. `- 30. FLOOR CUTS SHALL BE STRAIGHT AND ' RESTROOM'" THAN ONE DAY PRIOR TO STARTING TEST CLEAN REPLACE REMOVED SLAB WITH -. ,.,a -- -L.; ,_ Y -r _ T__ T_' -- _1-- - -� �___u-_ u__ z ..__.,-N_..__ &BALANCE PROCEDURES. FILTERS SHALL'17 CONCRETE FLUSH AND SMOOTH WITH r Yl �',,- BE 2 THICK EQUAL TO FARR 30/30. LI II. .. __- _._.._ �-, r I , u ADJACENT FLOOR SLAB. REFERENCE 1�1 -s ..:, � ARCHITECTURAL SHEETS. COORDINATE , _ 9. LABEL RTU WITH 6" BLACK PERMANENT F: WITH GENERAL CONTRACTOR. ' PAINT STENCIL AND LABEL SENSOR WITH GM f .. =..._:I DAIRY STOCKROOMTRAINING = ' ! 2" HIGH BLACK PERMANENT PAINT 31. CAP ALL PIPING OPENINGS DURING j � �.._�., . I� - , c,. � I , x; .�try�m� - -;\ --:.,, �,..; -� COOLER _ STENCIL. NUMBER THE SENSOR TO CONSTRUCTION UNTIL FINAL CONNECTIONS { ; !l --==- y!, CORRESPOND WITH RTU IT CONTROLS. TO EQUIPMENT AND ACCESSORIES ARE BREAKROOM LOCATE LABEL FOR UNIT NEAR ITS MADE. > .* DISCONNECT SO IT IS READABLE FROM r ! _..:?..-.__...---� • -- -' _ ., ATC . ROOF H H 32. CUT AND PATCH EXISTING CONCRETE M1 I FLOOR SLAB FOR INSTALLATION OF NEW TIRE & BATTERY 10. IF RTUS ARE INSTALLED BEFORE ROOFING UNDERGROUND PLUMBING PIPE. MATCH JANITOR `' _(:_ IS COMPLETED, THE CONTRACTOR SHALL EXISTING CONSTRUCTION. STORAGE PHOTO MENS -i~";' I BE RESPONSIBLE FOR ANY DAMAGE WHICH LAB RESTROOM i I ,. -� OCCURS DURING THE ROOFING PROCESS, 33. DO NOT INSTALL PIPING WITHIN COOLER MECHANICAL 1 1/4" CW _,.._...h � I r! I INCLUDING TAR ON COILS. PANELS. INSTALL EXPOSED PIPING IN ROOM 15.401 } PREP AREAS A MINIMUM OF 1" FROM REF P2.3 AND P2.4 5 2 - 11. ROOFTOP UNITS SHALL BE ORIENTED SO FOR ADDITIONAL PIPE P1 M1I I THAT THE CONDENSATE DRAINS WITH THE PANEL WALL AND 6 ABOVE FINISHED BRACING, ROUTING FLOOR TO ALLOW FOR CLEANING. USE I I I SLOPE OF THE ROOF. -- I[ AND INSTALLATIONo { I ONLY NON -CORROSIVE MATERIALS FOR N REQUIREMENTS. TYP. r '1 SPACERS AND ANCHORS. .....! MECHANICAL AILURE OF NEW 12. UNITS PRIOR FTO ACCEPTANCE BY OWNER, FTOP " CO MPH1 MPH1 34. PROVIDE ESCUTCHEON PLATES FOR I _ GROCERY SHALL BE REPAIRED OR REPLACED BY PLUMBING PENETRATIONS .THROUGH I, ,, c_ u ' VAC I FREEZER CONTRACTOR .THROUGH WARRANTY GROCERY CEILINGS AND WALLS. CO ! I AGREEMENT WITH MANUFACTURER. II i ._,. I AUTO :17 L .1.-.. I� a 35. PROVIDE AIR TIGHT SEAL AROUND PIPING (� PHARMACY ( ICE CREAM 13. IF APPLICABLE, COORDINATE ALL NEW PENETRATIONS THROUGH COOLER/FREEZER CENTER - > I f f FREEZER GAS PIPING AND ROOF EQUIPMENT WITH 1 EXISTING GAS PIPING, SKYLIGHTS, AND WALLS AND CEILINGS. FINISH WITH y ( ROOF EQUIPMENT. FIELD VERIFY ESCUTCHEON PLATE. EXISTING CONDITIONS. " 36. PROVIDE HEAT TAPE AND INSULATION ON �1 I`ALL WATER AND DRAIN PIPING EXPOSED 14. ROOFTOP UNITS BEING ADDED TO REMOVE PLUMBING '-1W' 1 I -� I ( EXISTING ROOF STRUCTURE SHALL BE TO FREEZING. 1 TO PHOTO LAB [, `1 ! INSTALLED WHEN THE UNITS ARRIVE AT 37. INSTALL CONTINUOUS SEALANT JOINT AT BEING DEMOLISHED I THE JOB SITE. REFERENCE MAC1 ARCHITECTURAL STRUCTURAL SHEETS FOR ALL EXTERIOR WALL PENETRATIONS. SALES 15.405 ;_ _ / DETAILS. 38. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE 15. INSTALL VTR'S A MINIMUM OF 24" AND REQUIREMENTS PER SMACNA PUBLISHED '- 5 '777 1 ` FLUES A MINIMUM OF 36 FROM ROOF SEISMIC DETAILS, LOCAL AND NATIONAL :- EDGE AND/OR PARAPET WALLS. INSTALL CODES. CONTRACTOR'S RESPONSIBILITY ' VTR'S, FLUES AND EXHAUST FANS A INCLUDES STRUCTURAL ENGINEER'S l I •, :, :, r ,.; ,..., J MINIMUM OF 10 FT FROM OUTSIDE AIR CERTIFICATION ON DETAILS SUBMITTED INTAKE O O TOP UNITS. INSTALL FOR PERMITTING. EXHAUST FANS AND ROOF TOP UNITS A - _ I MINIMUM OF 10 FT FROM ROOF EDGE OR A I J:_ ! PRODUCE t ) MINIMUM OF 60 FROM PARAPET WALLS PREP -" THAT ARE AT LEAST 42" HIGH. 16. CONTRACTOR TO REPLACE DAMAGED ZONE SENSORS AND THERMOSTATS AS NEEDED. it RE OCATED+ _ 17. COORDINATE LOCATION OF DUCTWORK AND I � DIFFUSERS WITH LIGHT FIXTURES TO SEASONAL 74" AFF SHOP , II I �: ` � 1 SALES OR STOCK SHADOWING OF THE PREVENT EXCESSIVE FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD REMOVE PLUMBING SERVICE ... VERIFY STRUCTURAL CONDITIONS BEFORE F41, REMOVE SUPPLY RETURN BEING DEMOLISHED r `'; -- -- -=' PREP REPUCE DUCTWORK. SUPPLY/ 0 PHARMACY `� ,,C-..,_, , M.... .... .m - ._...,t,�7� -. E FABRICATION OF DUCT SERVING PHARMACY 15.405 I 18. FLEXIBLE DUCT CONNECTIONS TO NEW OR BEING DEMOLISHED. COVER RTU -12 .. r.��...,f [_'��! j RELOCATED DIFFUSERS AND GRILLES ARE RETURN AIR PLENUM WITH 3 TON - I PROHIBITED. INSPECT CONDITION OF �[a.�LlSI �' 91�_ .r -- EXISTING DUCT AND REPLACE DAMAGED 1,rx1" HARDWARE CLOTH. ETR D66 �:. r "T�1.- --- I BAKERY DUCT WITH EQUIVALENT TYPE OF DUCT AS 1200 REQUIRED. tf�_- 1 ,. 19. DUCT SIZES SHOWN ON DRAWINGS ARE NET ! l; H' - ; M1 P1 WOMENS AP FREE AREA. CONTRACTOR'S OPTION, RESTROOM OFFICE ,I - ROUND DUCTWORK OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF RECTANGULAR. INCREASE RECTANGULAR 1 COURTESYLf GM1 GP1 GR1 , SHEET METAL SIZE AS REQUIRED FOR DESK _.....__ -i I LINER. REFER TO SPECIFICATIONS FOR THE INSULATION'THICKNESS. I I HARE CARE I GARDEN i ,., • _. {' CENTER LEAN ALL EXISTING DIFFUSERS AND VESTIBULE ,..-.�. .�-..____._ - RETURN AIR GRILLES T REMAIN. MENS .._ _ J -,-C I I VISION G7 T 21. EXISTING PIPE SIZES AND LOCATIONS �• .1..-- ) CENTER RESTROOM (f IGS : 7.1 Q'i HAVE NOT BEENI FIELD VERIFIED. 3 y... .,,.h,_ r...,..., 1 __ GR CONTRACTOR IS RESPONSIBLE TO FIELD M1 P1 VESTIBULE VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY- THAT PROPERSLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 4" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/ 4" PER d FOOT FOR SAN SEWER PIPING SMALLER THAN 4". REF ARCH. FOR TRENCHING REQUIREMENTS. f � MECHANICAL AND PLUMBING PLANS. 1 1 „ 301-0** EXISTING CONDITIONS WERE TAKEN FROMR I A 0 IG N L EACH SUBCONTRACTOR 15 RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT G A THOROUGH KNOWLEDGE OF ALL DRAWINGS .AND .. AS BUILT SPECIFICATIONS IN THEIR.RELATED FIELD. THE CONDITIONS. CONTRACTOR SHALL. FIELD E L FAILURE TO ACQUAINT THEMSELVES WITH THIS VERIFY ALL EXISTING CONDITIONS. PRIOR TO Q S SUBMITTING I T KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY B G FI A N L BIDS. CONTRACTOR ` SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY, NO WITH ALL OTHER DISCIPLINESAND EXISTING: ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO 'FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. L w d �- D_ a Z w A O z w Zr- �z� a� �so�vwi - 0:� 0In1�zaa z xr-zo aarn�C) L�pW6oawo0'm99Lc� �Ov) Nm -=WL] W W.Nz o:3 N�<8�,g21ai' ZQau: dOLVOaO�0-W~'''� O 3:2 wwH =UoaazZQ J X 0OL-C wwa� VaWg �aawt�iWF WWc,o0N V Dov) -wow 6 NZ WOW() V) F -D �Noi�aN%0a aa� ISSUE BLOCK KLS DRAWN BY- j DB ETR REBALANCE TO 3050 GFM RTU -34 - - -p 5 TON REPLACE ETR EF -9 ON ROOF OM ME ICAL ci 601 EA( 70( E) 1( N < r REPLACE EF -4 ON ROOF 15.701 MECHANICAL NOTES EAG .ETR ,�.. � .._ _._ . __..... 100 CFM W j 15.701 REPLACE EXHAUST FAN, REUSE I f GRILLES AND DUCTWORK AS APPLICABLE. REMOVE GRILLES AND DUCKWORK NOT BEING REUSED. REPAIR ROOF AND WALL AS REQUIRED. VERIFY EXISTING CURBS AND PROVIDE JANITOR NEW CURBS AS REQUIRED. 15.712 REPLACE EXHAUST AND SUPPLY AIR GRILLES IN CUSTOMER RESTROOMS. CONNECT TO EXISTING DUCTWORK IF POSSIBLE. PROVIDE NEW DUCT AS NECESSARY FOR INCREASED EXHAUST CFM 15.715 CONNECT NEW DUCTWORK TO EXISTING SUPPLY DUCTWORK. REDISTRIBUTE AIR FROM EXISTING DUCTWORK TO MATCH W CFM REQUIREMENTS. FIELD VERIFY LOCATION OF EXISTING DUCTWORK. GM V/JAN I TO R 15.731 NEW AIR CURTAIN SHALL BE HUNG FROM SUPPORTING ANGLES AND ALL GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. 4 = 1 —u- THREADEDET M PLAN THREADED. RODS SHALL BE CONNECTED TO ROOF STRUCTURE IN APPROVED •- -- MANNER OR PER MANUFACTURER'S RECOMMENDATIONS FOR AIR CURTAIN AS APPLICABLE. 15.733 REFER TO ARCHITECTURAL PLANS FOR DETAILS OF AIR CURTAIN INSTALLATION. _AN U-1 c oif- ZoZ 000 �rc-'i��om'LL o�via�U < C98vwi�=�0'z0ow 0 F Ey) �m a N9oo0www�2° a 0 < R'o``'sC,OS w W� O 3Wk�s� Jo=U azoo Q zPi gR .Wz <Z2� o� Qavwv=i~Hua uUzw WZ.C� ZLLI WFLuLuwwo 6w �LLInNO Ju�N ww< KLS REFERENCE AC1 0 D oINo cfl r� ARCHITECTURAL 15.731 ..:� co 02-06-09 DETAILS FOR 15.733 o a+ MOUNTING OF AIR CURTAIN GR �EC�E VI N GM E CH �AN�ICAL 0--4 O �— 08 z mN < oa>C • cn' � L° _AN U-1 c oif- ZoZ 000 �rc-'i��om'LL o�via�U < C98vwi�=�0'z0ow 0 F Ey) �m a N9oo0www�2° a 0 < R'o``'sC,OS w W� O 3Wk�s� Jo=U azoo Q zPi gR .Wz <Z2� o� Qavwv=i~Hua uUzw WZ.C� ZLLI WFLuLuwwo 6w �LLInNO Ju�N ww< ISSUE BLOCK A03-06-09 ADDENDUM#3 04-15-09 CCD #2 CHECKED BY: KLS > C) Fo a w A 0 D oINo cfl r� PROTO CYCLE: 0 � ..:� co 02-06-09 "44 - o a+ Nod c En' 0--4 O �— 08 z mN < oa>C • cn' � L° z w ry o 0Logo= 0 U 0 � ISSUE BLOCK A03-06-09 ADDENDUM#3 04-15-09 CCD #2 CHECKED BY: KLS DRAWN BY: a w A 0 D 192 PROTO CYCLE: 0 � ..:� co 02-06-09 0--4 O O o w ry o 0 0 oo 0 � (n o � � w W z 0 ISSUE BLOCK A03-06-09 ADDENDUM#3 04-15-09 CCD #2 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 NAILER RIGID EXHAUST FAN INSULATION PRE -FABRICATED BIRD SCREEN INSULATED SUPP❑RT FROM STRUCTURE ABOVE ROOF CURB CURB R❑DS A DITH VIBRAT ONREAD ISOLATION FLASHING ROOF 14 MIN. 2"x2"x1 /4" ANGLE DUCT \—BACKDRAFT DAMPER FLEXIBLE CONNECTION (TYPICAL) DETAIL FOR REFERENCE ONLY, WHEN NEW TRANSFER FAN FAN CURBS ARE NEEDED. 200F EXHAUST FAN DETAIL INL -- TS 06/01/07 H M 15 5 NTS ANSFER FAN[ os/o,/o, HM14 FAI SUPPLY AND RETURN AIR ROOFTOP UNIT RETURN DUCT PLENUMS WITH LINER. WHEN SHOWN SIZE TO MATCH ROOFTOP ON PLAN UNIT CONNECTION PR❑VIDE 3/4" FLANGED FRAME, HARDWARE CLOTH (1'xl' GRID) SECURE WITH CONTINUOUS 1' GALVANIZED STRAPS JOIST AND SCREWS 8' ❑C. PROVIDE 48'x22" OPENING AWAY FROM SUPPLY PLENUM FOR 20 -TON, 36x20' MECHANICAL SYMBOLS , KLS RECTANGULAR DUCT 18" WIDE 18/12 BY 12" DEEP 12" 12" DIAMETER ROUND DUCT o to SUPPLY DUCT IN SECTION 02-06-09 RETURN OR EXHAUST DUCT IN � SECTION ELBOW WITH TURNING VANES C TEE WITH TURNING VANES S��a ROUND (OR OVAL) ELBOW VOLUME/BALANCE DAMPER O SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT O RETURN OR EXHAUST AIR DIFFUSER O Ln w WITH ROUND DUCT CD DIFFUSER OR GRILLE TYPE 12" BRANCH DUCT AND/OR NECK SIZE 450 CFM l' JUH1 THERMOSTAT US TIMER S# TEMP SENSOR -1 Li CONNECT TO EXISTING ETR EXISTING TO REMAIN OPENING FOR 10 -TON, AND 24'x14' FOR 3 -AND 5 -TON RTUS, NOTE: ROUTE DUCT AS HIGH AS POSSIBLE BELOW RETURN PLENUM ABOVE JOIST GIRDER WHILE MAINTAINING A MINIMUM OF BOTTOM OF JOISTS 18" BELOW ROOF JOISTS. FOLLOW ROOF SLOPE RTU DUCTWORK DETAIL. NTS 10.26.07 HMM13 Z/�:UNION TEE W/CAPPED 1/8" PRESSURE GAUGE CONNECTION PRESSURE REGULATOR. VENT TO DISCHARGE DOWN. SET TO TOP BEAM 7 IN. W.C. FOR NATURAL GAS/ CLAMP TYP 11 IN. W.C. FOR PROPANE DELIVERY PRESSURE. REF TOP CHORD OF JOIST ROOF GAS PRESSURE REGULATOR 3» ROOF SCHEDULE MAX ROOF PENETRATION BALL GAS 00 REF ARCH f VALVE REF ROOFTOP PIPE BLOCKING DETAIL 3" FULL SIZE 2"x2"x1/46ANGLE OR SEDIMENT » 1 5/8"x1 5/8" UNISTRUT 6" TRAP HANGER STRAP IN ROOF ! /x I \N i STAINLESS STEEL LOADS MUST BE iv » TYPEADED ROD 1" MIN. SHEET METAL ADJUSTABLE SCREW z HUNG WITHIN 3 CLAMP (BOTH SIDES) OF PANEL POINTS SCREWS TYP REF STRUCTURAL GALVANIZED PIPE STRAP ONE GALVANIZED PIPE 60" MAX SIZE LARGER THAN PIPE STRAP TIGHT TO PIPE 60" MAX. 4" 4» GAS LINE PAINTED GAS LINE PAINTED STTRUOCTIURE OF RECTANGULAR DUCT / 1., /1' OF REF ARCH REF ARCH T ROOF O I PENETRATION 1 5/81 /4" ANGLE OR A OCTANGULAR DUCT 1 5/8 x1 5/8 UNISTRUT RECTANGULAR DUCT 7 1 PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE RUBBER WALKPAD RUBBER WALKPAD ADHERED TO ROOF ADHERED TO ROOF ROUTE PIPING TO OPTIONAL ROUTING REF ARCH REF ARCH ALLOW FULL OPENING IN CONCEALED ROOF MEMBRANE I ROOF MEMBRANE OF ALL EQUIPMENT AREAS ACCESS PANELS. I UNION -ROOF INSULATION ROOF INSULATION I LOADS MUST BE LOAD RATED I I TEE W/CAPPED 1/8- HUNG WITHIN 3" FASTENERS PRESSURE GAUGE OF PANEL POINTS CONNECTION ROOF MAX REF ST UCTURAL ROOF PRESSURE REGULATOR. VENT TO DISCHARGE DOWN. SET TO ROOFTOP 7 IN. W.C. FOR NATURAL GAS / UNIT (11 IN. W.C. MUNTERS)/ 11 IN. W.C. FOR PROPANE \ 1 1/4" ZINC COATED 1 1/4" ZINC COATED DELIVERY PRESSURE. REF LAG SCREWS TYP LAG SCREWS TYP10'-0" MAX FROM GAS PRESSURE REGULATOR SCHEDULE EQUIPMENT BALL GAS REF ROOFTOP PIPE 2"x2"x1 4" ANGLE OR TREATED WOOD BLOCKING TREATED WOOD BLOCKING VALVE BLOCKING DETAIL STRUCTURE ROUND SUPPLY 1 5/8"x1 5/8" UNISTRUT 6X6X12 FOR GAS PIPING, 6X6X12 FOR GAS PIPING,AIR DUCT 2X4X12 FOR CONDENSATE 2X4X12 FOR CONDENSATE 3 FULL SIZE �� SEDIMENT TWIST STRAP PIPING 8'-0" OC MAX DO PIPING - 8'-0" OC MAX DO NOT ADHERE TO PAD NOT ADHERE TO PAD TRAP 16 GAUGE GALV STEEL oR LOAD RATED ROOF BAND (2" WIDE) FASTENERS 26 r ! N Z ROUND DUCT_LL. i SUPPLY REGISTER,REF FLOOR PLAN 60 MIN FOR SIZE AND LOCATION, MOUNT REGISTERS ® 30 DEGREE ANGLE )N STOCKROOM AREA AND 15 DEGREE ANGLE IN SALES AREA, EXCEPT THOSE SHOWN ON BOTTOM OF DUCT ON THE PLAN 2 PIPE OR ` LARGER LESS THAN 2 PIPE AT ROOFTOP EQUIPMENT PERPENDICULAR TO JOIST PARALLEL TO JOIST m ROOF TOP PIPE BLOCKING. GAS CONNECTIONZSUPPORT, DUCT SUPPORT AND GRILLE 3 NTS 08/06/07 HMT07 2 NTS 01.28.05 MT01-1 NTS 11.30.01 MM01 EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE THEMSELVES FAILURE TO ACQUAINT WITH THIS KOWLEDGE N DOES NOT RELIEVE THE RESPONSIBILITY 0F PERFORMING THE -WORK FOR NG PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. c � iEoZ> Z W Opa�d40XtW/I zN2 � �I-(Jif\� pwJWUtA4UV act-ifao=��w�r'��aQ 0�a7�f`�g'oo H WFI-m�jUw3a4Zz Q zOg' ZL'-i M6ufpodo3 J wz5=)W Ljwww 0- �Z'2- iE wow2i�jN awaa _� u�wvi�ao ISSUE BLOCK / 1 \ 03-06-09 1 ADDENDUM #3 CHECKED BY: , KLS DRAWN BY: >oO L c'f 0 pp 00 192 PROTO CYCLE: o to Q c:3 02-06-09 U) � 5a l M Z C 0 S��a O O E O O O Ln w o g Lo Lr) H �W �ilzo z Q mN N O V o o0 0 °' *5 -1 Li * _c o �Nd 0 z w pa 0 U z ISSUE BLOCK / 1 \ 03-06-09 1 ADDENDUM #3 CHECKED BY: , KLS DRAWN BY: a w A 00 192 PROTO CYCLE: O Q c:3 02-06-09 ,4 Z 0 O O O ., z �W �ilzo Q Q O V o o0 0 Qi � w pa z as O ti ISSUE BLOCK / 1 \ 03-06-09 1 ADDENDUM #3 CHECKED BY: , KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 SHEET: M 2 AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES ECONOMIZER SMOKE MODEL 3/49- 4 SERVED CAPACITY 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. CID SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 B, D, E TONS CFM TMS SCD SFT CEILING DIFFUSER FAN TYPE LOCATION CD1 SUPPLY AIR TITUS TMS E.H. PRICE SCD CARNES SFT (KXFA) ROUND NECK CEILING DIFFUSER SURFACE MOUNT 12 X 12 B, D, E, I CD2 24 X 24 CD3 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 C, D, E z (ALUMINUM) TMS -AA ASCD SFA CEILING DIFFUSER 1/5 7. ROOF CURB FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. CD4 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE 24 X 24 C, D, E, I 12. UNITS ARE PROVIDED WITH FACTORY INSTALLED CONVENIENCE RECEPTACLE. (ALUMINUM) TMS -AA ASCD SFA (KXFA) CEILING DIFFUSER MOUNT EMS SHEETS. IN THE EVENT THE CO2 LEVELS RISE ABOVE 1000 PPM, THE CO2 SENSOR SHALL OVERRIDE THE OUTSIDE CD5 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE REF C, D, E, I (ALUMINUM) TMRA-AA ARCD SSAA (KXRA) CEILING DIFFUSER MOUNT DRAWINGS PENNBARRY SAW SUPPLY AIR TITUS E.H. PRICE CARNES DUCT MOUNTED SURFACE REF B, E, F, I VEDK06J2 30ORS 520S RTDAV WALL REGISTER MOUNT DRAWINGS 1/8 SAW1 SUPPLY AIR TITUS E.H. PRICE GM FRONT JANITOR PLENUM SLOT SURFACE REF C, D, E, K PENNBARRY SLOT DIFFUSER FL -20 -JT JS -220 120/1/60 DIFFUSER MOUNT DRAWINGS DB1 SUPPLY AIR AES CURBS PLUS DROP BOX DX10R A, G, H CENTRIFUGAL 1/8 ADB -6-25 DLPD6 3012-25 DIFFUSER EF7 TLE TOILET DB2 SUPPLY AIR AES CURBS PLUS DROP BOX 0.375" ROOFTOP A, G, H DIRECT CONTINUOUS ADB -6-10 DLPD6 1806-10 DIFFUSER VEDK06J2 DB3 SUPPLY AIR AES CURBS PLUS DROP BOX 1/8 A, G, H EF8 ADB -6-20 DLPD6 2510-20 DIFFUSER ACME PENNBARRY DB4 SUPPLY AIR AES CURBS PLUS DROP BOX CONTINUOUS A, B, C, D, E A, G, H MECHANICAL ROOM) ADB -1-20 DLPD 3012-20 DIFFUSER DX13Q�� DB5 SUPPLY AIR AES CURBS PLUS DROP BOX EF9 FAMILY TOILET A, G, H CARNES ADB -1-10 DLPD 2406-10 DIFFUSER 0.375 ROOFTOP 120/1/60 DB6 SUPPLY AIR AES CURBS PLUS DROP BOX VEDK06J2 A, G, H PRN100B DX10R ADB -1-5-3 DLPD 1206-5 DIFFUSER 1/8 DB7 SUPPLY AIR AES CURBS PLUS DROP BOX ACME A, G, H 1600 0.5" ADB -1-8 DLPD 1806-7.5 DIFFUSER CONTINUOUS A, B, C, D, E D88 SUPPLY AIR AES CURBS PLUS DROP BOX DX16R A, G, H CENTRIFUGAL 1/2 ADB -1-25 DLPD 4010-25 DIFFUSER EF11 REAR JANITOR CLOSET FPT FAN POWERED TITUS E.H. PRICE CARNES VARIABLE VOLUME ROOFTOP 120/l/60 L, M, N, P WALL SWITCH TERMINAL ATQP02-08 FEV -20-08 ASEG-08-B PARALLEL FLOW PRN100B DX10R TGW TRANSFER AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE REF B, E CA ES 33RL 91L RSHAH WALL GRILLE MOUNT DRAWINGS "12Y/1760" TGW1 TRANSFER AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE REF C, E SX095RC 63L 98L RAJAH WALL GRILLE MOUNT DRAWINGS EF15 TG TRANSFER AIR TITUS 50F (TYPE 3) E.H. PRICE 8OTB CARNES RAPAH 1727-EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E RAG RETURN AIR C, E, F EAG EXHAUST AIR C, E, F TG1 TRANSFER AIR TITUS 50F (TYPE 1) E.H. PRICE 8OF CARNES RAPAF 172-v'- EGGCRATE CEILING GRILLE SURFACE MOUNT 12 X 12 C, E RAG1 RETURN AIR C, E, F EAG1 EXHAUST AIR C, E, F, TG2 TRANSFER AIR TITUS 50F (TYPE 1) E.H. PRICE 8OF CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE SURFACE MOUNT 24 X 24 C, E RAG2 RETURN AIR C, E, F EAG2 EXHAUST AIR C, E, F, I RAGS RETURN AIR (REMOVABLE GRILLE) TITUS SPG-50FF (TYPE 3) E.H. PRICE 80QR CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E, F, J TG3 C, E, F, J TEMPORARY SRD SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK NONE VARIES B, D CONTINUOUS J XC -310 RID SSB -410 ROUND DIFFUSER VQ200 Z8S TD GENERAL INFORMATION (ALL DEVICES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. NOTES: A. 6 -WAY (DB1-DB3) OR 4 -WAY (DB4-DB8) THROW UNLESS SHOWN OTHERWISE WITH FLOW ARROWS ON PLAN. B. ALL STEEL CONSTRUCTION. C. ALL ALUMINUM CONSTRUCTION. D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. E. STANDARD WHITE BAKED ENAMEL FINISH. F. PROVIDE NECK FOR DUCT CONNECTION. G. DROP BOX DIFFUSERS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY PLENUM. L OPPOSED BLADE DAMPER IN NECK J. PROVIDE WITH ;FASTENERS FOR COMPLETE (NON -HINGED) REMOVABILITY OF GRILLE. DO NOT PROVIDE FILTER UNLESS NOTED OTHERWISE. K. TWO 2" SLOTS WITH MANUFACTURER'S INSULATED PLENUM (TITUS FBP1, PRICE JSPI). L. SET PRIMARY AIR MINIMUM TO 40 CFM AND MAXIMUM TO 300 CFM. M. ELECTRICAL INFORMATION: 3 KW ELECTRIC HEAT, 277V SINGLE PHASE, AND FACTORY MOUNTED DISCONNECT. N. UNIT HEAT SHALL BE CONTROLLED BY MANUFACTURER'S REMOTE MOUNTED 24V THERMOSTAT. REFERENCE PLANS FOR THERMOSTAT LOCATION. P. PROVIDE FACTORY -INSTALLED, PRESSURE INDEPENDENT, ELECTRONIC CONTROL PACKAGE WITH FACTORY INSTALLED CONTROL POWER TRANSFORMER. 01.25.08 ROOFTOP UNIT SCHEDULE - LENNOX SG SERIES EQUIPMENT MARK AREA NOMINAL SUPPLY FAN DOWNSTREAM GAS HEAT ECONOMIZER SMOKE NOTES 3/49- 4 SERVED CAPACITY 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. 1 OUTSIDE FROM REGULATOR TO APPLIANCE. INPUT TYPE DETECTOR 05.25.07 W � cEnn TONS CFM ESP AIR CFM OPERATION MBH FAN TYPE LOCATION RTU -37 PHARMACY 5 1650 0.5" 180 AUTO 125 FME --- 0.375" GENERAL INFORMATION (ALL UNITS): 120/1/60 1. UNITS FURNISHED BY OWNER. INSTALLATION AND STARTUP BY CONTRACTOR. CONTINUOUS 2. ALL UNITS ARE 460V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE = 80%. 3. UNIT OPERATING WEIGHTS (LBS): 20 TON = 3275, 10 TON = 1860, 5 TON = 1087, 3 TON = 1063. 4. OUTSIDE AIR IS CONDITIONED THROUGH THE AIR HANDLING UNITS FOR THE SALES FLOOR AREA AND z THROUGH THE ROOFTOP UNITS AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62-1999. DX11R 5. UNITS ARE SUPPLIED WITH HACR-TYPE RATED CIRCUIT BREAKER. 6. UNITS ARE SUPPLIED WITH SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. 1/5 7. ROOF CURB FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. 8. UNIT ENERGY EFFICIENCY RATINGS (EER), PER ARI 210 & 360 ARE AS FOLLOWS: 20 TON = 12.6, 10 TON = 12.1, 5 TON = 12.8, 3 TON = 14.3. 9. UNITS ARE PROVIDED WITH FACTORY INSTALLED EMS VENDOR CONTROL BOARD FOR USE WITH EXISTING EMS SYSTEM AND SENSORS. REFER TO ENERGY MANAGEMENT SHEETS FOR VENDOR INFORMATION. CARNES 10. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION -SENSITIVE COMPRESSORS. ACME 11. FME = FULLY MODULATING ECONOMIZER. 1400 12. UNITS ARE PROVIDED WITH FACTORY INSTALLED CONVENIENCE RECEPTACLE. ROOFTOP 13. INSTALL ANCHOR BRACKETS FURNISHED WITH ROOF CURB. DIRECT NOTES: A, B, C, D, E A. UNIT EQUIPPED WITH RELAY FOR CO2 CONTROL, AND EXTERNALLY LABELED "IAQ" IN 3" RED LETTERS. REFERENCE EMS SHEETS. IN THE EVENT THE CO2 LEVELS RISE ABOVE 1000 PPM, THE CO2 SENSOR SHALL OVERRIDE THE OUTSIDE VEDK12M2 AIR DAMPER AND THE ROOFTOP UNIT ECONOMIZER SHALL MODULATE TO FULLY OPEN TO DECREASE CO2 LEVELS PRN135G TO BELOW 1000 PPM. REFERENCE DEMAND BASED VENTILATION INTERPRETATION OF ASHRAE 62-1999. B. FACTORY FURNISHED KEY ACTIVATED REMOTE SMOKE DETECTOR TEST STATION INSTALLED BY MECHANICAL CONTRACTOR. CENTRIFUGAL 09.26.08 ROOFTOP EQUIPMENT PIPING RUNOUT EQUIPMENT CONDENSATE GAS PIPE SIZE 0 0 DRAIN DOWNSTREAM �� SIZE OF REGULATOR 5TON RTU 3/49- 4 I I GENERAL INFORMATION: GENERAL 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. REFER TO ROOF PLAN FOR COMBINED LINES SIZES. 2. GAS PIPE SIZES REFLECT A MAXIMUM 10'-0" PIPE LENGTH FROM REGULATOR TO APPLIANCE. 3. CONDENSATE PIPE SIZE IS DOWNSTREAM OF 4" REDUCER. REF CONDENSATE DRAIN THROUGH ROOF DETAIL. REF CONDENSATE DRAIN/SUPPORT DETAIL. 05.25.07 Nv 0 U u -Z< Z) 'OILXa��z<<OF-N zNz � �F-�i.�O�pJwvvi¢�v << 88N rn���wnpwro O�t--nZQmN�WWJZmw a z 'o8z2-6w aw�w- aMaO w OUO u O �43NWIgRzZOZ J Co'v°"io o�a w�t�. aOao3 WLwaow6 7F Wa WaU aW� UZN� 0- xw Op-pNpmwx 6�0 OF TWO-Z�aH`iWzOzW69L=) W� H � J� Q N Q m a< p. KLS DRAWN BY: FAN SCHEDULE 0 0 192 PROTO CYCLE: �� Q MARK AREA SERVED O O I I MANUFACTURER W CFM ESP MOUNTING V/PH/HZ DRIVE CONTROL NOTES W � cEnn MODEL O O FAN TYPE HP W METHOD EF1 AP OFFICE/GR FRONT JANITOR �' ` '`� CARNES 0 ACME PENNBARRY 600 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E a w VEDK08J2 z PRN100B DX11R CENTRIFUGAL 1/5 PA 0 EF2 FRONT RESTROOMS CARNES ACME PENNBARRY 1400 0.5" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK12M2 PRN135G DX16R CENTRIFUGAL 1/2 EF3 VISION CENTER CARNES ACME PENNBARRY 200 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF4 GM FRONT JANITOR CARNES ACME PENNBARRY 100 0.375" ROOFTOP 120/1/60 DIRECT WALL SWITCH A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF7 TLE TOILET CARNES ACME PENNBARRY 130 0.375" ROOFTOP 120/l/60 DIRECT CONTINUOUS A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF8 TLE (LUBE PIT/ CARNES ACME PENNBARRY 950 0.5" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E MECHANICAL ROOM) VEDK121­2 PRN11BE DX13Q�� CENTRIFUGAL 1/4 EF9 FAMILY TOILET CARNES ACME PENNBARRY 160 0.375 ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF10 REAR RESTROOMS CARNES ACME PENNBARRY 1600 0.5" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK12P2 PRN135G DX16R CENTRIFUGAL 1/2 EF11 REAR JANITOR CLOSET CARNES ACME PENNBARRY 330 0.375" ROOFTOP 120/l/60 DIRECT WALL SWITCH A, B, C, D. E VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EF13 UPS ROOM CA ES AC E P NN AR Y 5 0 0. " I LIN "12Y/1760" D RE(,T ON INIJUS VIDK12J3 XD161D8 SX095RC CENTRIFUGAL 1/6 EF15 LOCK-UP ROOM CARNES ACME PENNBARRY 500 0.5" INLINE 120/1/60 DIRECT CONTINUOUS H VID 12 3D1 1 D SX 95 C CE TRIFUGAL A 1 EF17 PHARMACY TOILET AR ES ACME PENNBARRY 125 0.375" ROOFTOP 120/1760 DIRECT TIMER SWITCH H VEDK06J2 PRN100B DX10R CENTRIFUGAL 1/8 EFTC1 TEMPORARY CARNES ACME PENNBARRY 200 0.125" CEILING 120/1/60 DIRECT CONTINUOUS J VISION CENTER VCDD 020C VQ200 Z8S TD CENTRIFUGAL (131 TF1 BAKERY CARNES ACME PENNBARRY 500 0.5" INLINE 120/1/60 DIRECT TRANSFER FAN I VIDK12J3 XD161D8 SX095RC I CENTRIFUGAL 1 6 HP GENERAL INFORMATION: 1. FANS MUST BE AMCA CERTIFIED AS WELL AS UL OR ETL LISTED, 2. SCHEDULED FAN HORSEPOWERS ARE MAXIMUM AND MAY VARY BETWEEN MANUFACTURERS. NOTES: A. FURNISH WITH FACTORY MOUNTED DISCONNECT. B. FURNISH WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. C. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. D. FURNISH WITH FACTORY PRE -WIRED FAN SPEED CONTROLLER. E. FASTEN THE BASE OF EXHAUST FAN TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / SS BONDED WASHERS (2 PER SIDE). F. PROVIDE SAIL SWITCH (HONEYWELL #S688A). G. REF ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN INTERLOCK. H. REF ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN CONTROL. J. PROVIDE WITH MANUFACTURER'S CEILING GRILLE. K. PROVIDE 12" CURB EXTENSION. 11.26.08 Nv 0 U u -Z< Z) 'OILXa��z<<OF-N zNz � �F-�i.�O�pJwvvi¢�v << 88N rn���wnpwro O�t--nZQmN�WWJZmw a z 'o8z2-6w aw�w- aMaO w OUO u O �43NWIgRzZOZ J Co'v°"io o�a w�t�. aOao3 WLwaow6 7F Wa WaU aW� UZN� 0- xw Op-pNpmwx 6�0 OF TWO-Z�aH`iWzOzW69L=) W� H � J� Q N Q m a< p. ISSUE BLOCK 04-15-09 C C D #2 CHECKED BY: KLS DRAWN BY: oMC FO r 0 0 192 PROTO CYCLE: �� Q 02-06-09 (/)o O O I I W N F-� Q �Mtn NJ d' �h o 't Z W C$ Q rn c W � cEnn O O (n (n w �' ` '`� F- z 0 O 0 � u O o m" J , CD4,' O a w L O cna U - z O PA 0 U ISSUE BLOCK 04-15-09 C C D #2 CHECKED BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: O � w I� Q 02-06-09 O O W N F-� Q O Z W C$ O O W � � o 0 O 0 � u 1 o � a w z PA 0 ISSUE BLOCK 04-15-09 C C D #2 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 15.1 3/4" CW & HW WHA EXISTING 1" HW REMOVE EXISTING COLD WATER SUPPLY TO WATER HEATER AND ROUTE THRU P1. BREAKROOM AND 5 ,/,40p = 10-090 2ETWALL GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. KLS >oo e- pp a w A PLUMBING KEYNOTES oC,4O SO F, 15.400 PROVIDE A 3/" CW LINE WITH SHUT- Dorn 02-06-09 OFF TO H62. INSTALL 24" BELOW s ROOF DECK BEHIND ROOF HATCH LADDER. ORIENT HOSE BIBB UPSIDE CEMtj z DOWN. ..._.... _._._- __. - ` _ 15.401 CONNECT TO NEAREST DOMESTIC COLD o0UlLO V) WATER PIPE OF EQUAL OR LARGER o 0 SIZE. VERIFY SIZE AND LOCATION AT O CUSTOMER WOMEN SITE. PROVIDE SHUT-OFF VALVE IN m" pj Qc J NEW PIPE AT POINT OF CONNECTION. REPLACE EXISTING WATER -- 15.403 I HEATER BELOW COUNTER WITH cn Z OF EQUAL OR LARGER SIZE. VERIFY WH6. ROUTE T & P RELIEF O SIZE, LOCATION, ELEVATION, AND TO EXISTING FD1. - _ FLOW DIRECTION AT SITE. M15.40-6)5 15.406 PLUMBING CONTRACTOR TO MAKE ALL 6 i RECONNECTS OF PLUMBING FIXTURES P2 FD1 O BEING RELOCATED OR NEW. ETR as 0 15.408 ROUTE WATER HEATER T&P DISCHARGE REPLACESINK t TO FLOOR DRAIN WITH AHJ APPROVED WITH NEW S1AIR GAP. 15.406 ----- 15.436 15.422 EXISTING PIPING TO REMAIN (VERIFY --,_ 5 LOCATION IN FIELD). I 15.436 REPLACE SINK AND ASSOCIATED TRIM,INCLUDING THE FAUCET, TAILPIECE,P-TRAP, SUPPLY LINES, AND SHUTOFF VALVES. - 15.473 SUPPORT NEW PIPING WITHIN —'' STRUCTURE OR AS CLOSE TO BOTTOM - ! OF STRUCTURE AS POSSIBLE. j COORDINATE ROUTING WITH EXISTING I i ! EQUIPMENT, �t a I CUSTOMER MEN 15.1 3/4" CW & HW WHA EXISTING 1" HW REMOVE EXISTING COLD WATER SUPPLY TO WATER HEATER AND ROUTE THRU P1. BREAKROOM AND 5 ,/,40p = 10-090 2ETWALL GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. 15.406 ETMV2 3/4" TEPID WATER 3/4" TEPID TO GROCERY / I RECEIVING EYEWASH WH2 15.406 3/4" TEPID WATER / 15.408 TO GROCERY 15.473 I \ REF 1-GP1.1 FOR 'f \` RECEIVING EYEWASH IN CONTINUATION / P1PU BOOSTER MP EXISTING 3" CW 15.473 ( ) - _ _ - - - - - - - - REF 1-GP1.1 FOR 4-- - CONTINUATION SAFETY AREA TO BE EXISTING 1" CWMAINTAINED FREE AND i c) CLEAR FOR EYEWASH. 15.401 REF: ARCH SHEETS I .. .... .. ...... _ .,. - - NEW EW1 � NEW EW1 ; NEWKREPL E MOP SINK TO MOP SINK ;. 3 4 SS3 ( ROUTE DRAIN j P2 P2 i 1 PROPERLY SEAL AND SSOCIATED �� SINK AT EDGES TRIM ITH NEW SS3 I 15.406 - 15.406 4 3 ! r . � P1 P2 i I REAR JAN I TOR RISER DEMO FLOOR _ _., 4i ;REMOVE EXISTING COLD COVERING AS NTS I ! !WATER SUPPLY TO ( NEEDED. REPLACE " i !WATER HEATER. ROUTE � �----_! TO MATCH EXISTING. 3/4 CW :TO BOOSTER PUMP j 15.406 3/4" TEPID FD1 I ETM V2 I ETR I i ! 1 /2" CW i ! 2 Lu ! I P1 REPLACE EXISTING s E WATER HEATER WITH i U , I ! j WH2. ROUTE T&P ROUTE NEW 2 RELIEF TO NEW SS3 HOT WATER „ LINE TO EMTV2 REPLACE MOP SINK 1 HOT AND P2 REPLACE MOP SINK AND AND ASSOCIATED COLD WATER i TRIM WITH NEW SS3----,,.(TYP.) ASSOCIATED. TRIM .WITH NEW SS3 I I � `1 15.406 i l TRAINING 15.406 40. 15.422 SS 1 i ! REAR JANITOR i 15.403 DEMO FLOOR i ---- -..._..__ ,. ROUTE SEWER LINE COVERING AS REPLACE EXISTING WATER 3/4„ HOT AND I..-- - i ! FROM ACCUMULATOR NEEDED. REPLACE HEATER WITH WH1. ROUTE COLD WATER a._ _. I P2.2 TO MATCH EXISTING. PROPERLY SEAL T & P RELIEF TO NEW SS3. DRAIN TLET IN I WALL TOBELOWSINK AT EDGES _ _r_.m. ---- 15.408 j VACUUM WASTE SLAB. CONNECT TO ,- JANITOR I i COLLECTION SYSTEMHORIZONTAL LINE REPLACE EXISTING WATER JANITOR ON WALL -MOUNTED _..._ WITH WYE. HEATER WITH. WH7 ON SHELF. .. , ... l —, i PLATFORM. REF ROUTE -T & P RELIEF TO NEW SS3, — i, ,\ �. PROPERLY SEAL f. 20$ _... ... _ ARCH. ROUTE DEMO FLOOR j SINK AT EDGES T !I . !VACUUM CENTER COVERING AS j PUMP EXHAUST TO EXTERIOR. L.. ,- _.. ............ NEEDED. REPLACE ----- i. -_.I H B2 _... ,._... - -- TO MATCH EXISTING. ---_ - _ ..._ _\�� ROOF HATCH VERIFY LOCATION REF 1-MP1 .FOR 15.400 CONTINUATION GM FRONT JANITOR PLUMBING PLAN. 1 1 /4pp = 1' -Opp EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH; KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO _ WITH. ALL OTHER .DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED = CONDITIONS. BECAUSE OF CONDITIONS. THAT OCCUR DUE ' TO FAILURE TO FAMILIARIZE WORKERS WITH THIS w c `= V) 9�o ��> co EZQ D u- <Aola cog �Of cl m0w,690 Of aam=oa1,-X, Oa- wz So >. Z tnVO ZliVO�, q. WWF O 362Ow',WU0poF-Z F c�-. Hw-R--pa¢zza < zcno��a-a�,iwao Fao� a� Qz�N'6pft-w'°-W oSyoixwwFu $`vl' 0� rnWo-zL�'f-'�owa0� � �� 0S��d�v'`'i�dixOW: ¢0 KLS >oo e- pp a w A PLUMBING KEYNOTES oC,4O SO F, 15.400 PROVIDE A 3/" CW LINE WITH SHUT- Dorn 02-06-09 OFF TO H62. INSTALL 24" BELOW s ROOF DECK BEHIND ROOF HATCH LADDER. ORIENT HOSE BIBB UPSIDE CEMtj z DOWN. ..._.... _._._- __. - ` _ 15.401 CONNECT TO NEAREST DOMESTIC COLD o0UlLO V) WATER PIPE OF EQUAL OR LARGER o 0 SIZE. VERIFY SIZE AND LOCATION AT O ! SITE. PROVIDE SHUT-OFF VALVE IN m" pj Qc J NEW PIPE AT POINT OF CONNECTION. REPLACE EXISTING WATER -- 15.403 CONNECT TO EXISTING SANITARY PIPE HEATER BELOW COUNTER WITH cn Z OF EQUAL OR LARGER SIZE. VERIFY WH6. ROUTE T & P RELIEF O SIZE, LOCATION, ELEVATION, AND TO EXISTING FD1. - _ FLOW DIRECTION AT SITE. M15.40-6)5 15.406 PLUMBING CONTRACTOR TO MAKE ALL 6 NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES P2 FD1 O BEING RELOCATED OR NEW. ETR as 0 15.408 ROUTE WATER HEATER T&P DISCHARGE REPLACESINK t TO FLOOR DRAIN WITH AHJ APPROVED WITH NEW S1AIR GAP. 15.406 ----- 15.436 15.422 EXISTING PIPING TO REMAIN (VERIFY --,_ 5 LOCATION IN FIELD). I 15.436 REPLACE SINK AND ASSOCIATED TRIM,INCLUDING THE FAUCET, TAILPIECE,P-TRAP, SUPPLY LINES, AND SHUTOFF VALVES. - 15.473 SUPPORT NEW PIPING WITHIN —'' STRUCTURE OR AS CLOSE TO BOTTOM - ! OF STRUCTURE AS POSSIBLE. j COORDINATE ROUTING WITH EXISTING I i ! EQUIPMENT, 15.406 ETMV2 3/4" TEPID WATER 3/4" TEPID TO GROCERY / I RECEIVING EYEWASH WH2 15.406 3/4" TEPID WATER / 15.408 TO GROCERY 15.473 I \ REF 1-GP1.1 FOR 'f \` RECEIVING EYEWASH IN CONTINUATION / P1PU BOOSTER MP EXISTING 3" CW 15.473 ( ) - _ _ - - - - - - - - REF 1-GP1.1 FOR 4-- - CONTINUATION SAFETY AREA TO BE EXISTING 1" CWMAINTAINED FREE AND i c) CLEAR FOR EYEWASH. 15.401 REF: ARCH SHEETS I .. .... .. ...... _ .,. - - NEW EW1 � NEW EW1 ; NEWKREPL E MOP SINK TO MOP SINK ;. 3 4 SS3 ( ROUTE DRAIN j P2 P2 i 1 PROPERLY SEAL AND SSOCIATED �� SINK AT EDGES TRIM ITH NEW SS3 I 15.406 - 15.406 4 3 ! r . � P1 P2 i I REAR JAN I TOR RISER DEMO FLOOR _ _., 4i ;REMOVE EXISTING COLD COVERING AS NTS I ! !WATER SUPPLY TO ( NEEDED. REPLACE " i !WATER HEATER. ROUTE � �----_! TO MATCH EXISTING. 3/4 CW :TO BOOSTER PUMP j 15.406 3/4" TEPID FD1 I ETM V2 I ETR I i ! 1 /2" CW i ! 2 Lu ! I P1 REPLACE EXISTING s E WATER HEATER WITH i U , I ! j WH2. ROUTE T&P ROUTE NEW 2 RELIEF TO NEW SS3 HOT WATER „ LINE TO EMTV2 REPLACE MOP SINK 1 HOT AND P2 REPLACE MOP SINK AND AND ASSOCIATED COLD WATER i TRIM WITH NEW SS3----,,.(TYP.) ASSOCIATED. TRIM .WITH NEW SS3 I I � `1 15.406 i l TRAINING 15.406 40. 15.422 SS 1 i ! REAR JANITOR i 15.403 DEMO FLOOR i ---- -..._..__ ,. ROUTE SEWER LINE COVERING AS REPLACE EXISTING WATER 3/4„ HOT AND I..-- - i ! FROM ACCUMULATOR NEEDED. REPLACE HEATER WITH WH1. ROUTE COLD WATER a._ _. I P2.2 TO MATCH EXISTING. PROPERLY SEAL T & P RELIEF TO NEW SS3. DRAIN TLET IN I WALL TOBELOWSINK AT EDGES _ _r_.m. ---- 15.408 j VACUUM WASTE SLAB. CONNECT TO ,- JANITOR I i COLLECTION SYSTEMHORIZONTAL LINE REPLACE EXISTING WATER JANITOR ON WALL -MOUNTED _..._ WITH WYE. HEATER WITH. WH7 ON SHELF. .. , ... l —, i PLATFORM. REF ROUTE -T & P RELIEF TO NEW SS3, — i, ,\ �. PROPERLY SEAL f. 20$ _... ... _ ARCH. ROUTE DEMO FLOOR j SINK AT EDGES T !I . !VACUUM CENTER COVERING AS j PUMP EXHAUST TO EXTERIOR. L.. ,- _.. ............ NEEDED. REPLACE ----- i. -_.I H B2 _... ,._... - -- TO MATCH EXISTING. ---_ - _ ..._ _\�� ROOF HATCH VERIFY LOCATION REF 1-MP1 .FOR 15.400 CONTINUATION GM FRONT JANITOR PLUMBING PLAN. 1 1 /4pp = 1' -Opp EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH; KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO _ WITH. ALL OTHER .DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED = CONDITIONS. BECAUSE OF CONDITIONS. THAT OCCUR DUE ' TO FAILURE TO FAMILIARIZE WORKERS WITH THIS w c `= V) 9�o ��> co EZQ D u- <Aola cog �Of cl m0w,690 Of aam=oa1,-X, Oa- wz So >. Z tnVO ZliVO�, q. WWF O 362Ow',WU0poF-Z F c�-. Hw-R--pa¢zza < zcno��a-a�,iwao Fao� a� Qz�N'6pft-w'°-W oSyoixwwFu $`vl' 0� rnWo-zL�'f-'�owa0� � �� 0S��d�v'`'i�dixOW: ¢0 CHECKED BY: KLS >oo e- pp a w A 00 oC,4O SO F, PROTO CYCLE: 0 w Dorn 02-06-09 G CEMtj z � o p o0UlLO V) W o 0 O Z � m" pj Qc J ..z cn :L' O X D stn � ID cn Z � D O p U I o o U � CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: 0 w C.7 02-06-09 z � o ClIsl O � ..z 0 D � p U I o o o � z as 0 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 SHEET: p 1 PIPE MAY EXTEND COMBINATION WASTE AS WASTE OR VENT.-------.- & VENT i PROVIDE CLEANOUT TEE COLUMN OR DEEP -SEAL WITH SCREWED COUNTER- PARTITION P -TRAP SUNK ABS PLASTIC PLUG: AS SHOWN l TAPERED -THREAD WITH ON FLOOR TFE JOINT COMPOUND. PLAN. LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN WHERE CLEANOUT TEE IS CONCEALED IN A CLEANOUT 1 CHASE OR PARTITION, FACE SHALLREFRIGERATED CASE PROVIDE A ROUND 18 BE WITHIN RD GAUGE STAINLESS 4" OF WALL v NTS 04.28.06 MP08 k I STEEL COVER WITH SURFACE, 7,-6„ BEVELED EDGES AND PROVIDE - - - - - FLATHEAD MACHINE EXTENSION 7'-0" SCREW. IF REQUIRED. _ �. NEW ° �' ° .a � I i i SUPPLY HW AND CW �� EYEWASH , CONCRETE HUB AT FLOOR REFER TO PLUMBING I REF PLANS 3/4 CW FLOOR FIXTURE SCHEDULE HEAT TRAP DOWN i I I PROVIDE PVC DRAIN RISER LENGTH TO MIDPOINT OF i BALL VALVE 3/4 PVB2. MOUNT , o PER SLAB AS REQUIRED AND SPECIFICATIONS TYP @ 60" AFF OR AS MANUFACTURERSIPE NEW 15.404 FOR FURTHER HEATER TANK I�� I i REQUIRED BY AHJ. LONG SWEEP AT END OF LINE WCO TYP OF 2 ATR REQUIREMENTS. EYEWASH INFORMATION. O W E ROUTE VENT ALONG WALL, OR COMBINATION WYE AND HEATER HIGH IMPACT PLASTIC HB5 EIGHTH BEND IN DIRECTION DRAIN PAN BY �_ CONNECT TO EXISTING VENT 15.406 RUN OF LINE. ..t FLOOR �"—' CONTRACTOR SIMILAR 12" FLOOR WALL SYSTEM AT STRUCTURE. ' SUPPORT PLATFORM 0-- ELBOW - TURNED UP » » „ NECTION, MINIMUM 3/4 . USE M STUB WHEN LENGTH EXCEEDS TEE - TURNED DOWN PROTO CYCLE: EXPOSED VENT PROVIDE LEAD SHEETING GALVANIZED SHEET METAL DRAIN » „ �� OR L HARD COPPER UP TO 1 TWO FEET HORIZONTAL OR PIPE THRU ROOF -----+�+--- AROUND EXPOSED VENT ------- ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE SHALL BE ,PVC, SHUT-OFF VALVE IN VERTICAL LINE ABOVE FLASHING. TURN BACKFLOW PREVENTER TOP WITH C0 CAST IN COVER. PROVIDE CLEANOUT TOP HEIGHTABOVE ROOF WHA DOWN INTO PIPE OPENING. WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET . SHALL EXCEED LOCAL CLAMP VENT FLASHING SHALL BE FLOOR DRAIN MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED MAXIMUM SNOW DEPTH —0 FC01 ' PER ROOF MANUFACTURER'S —® FCO FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON ( CONTRACTOR SHALL YARD CLEANOUT AND ROOFING FREEZE PROOF WALL HYDRANT BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. VERIFY), 12" MINIMUM. —�I WCO CONTRACTOR'S IS CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. ETR EXISTING TO REMAIN O WATER HEATER SCHEDULE FOR GAP ON THE FLOOR. DO NOT INSULATE INDIRECT RAIN PIP WHEN N EC D E RECOMMENDATION. EMERGENCY THERMOSTAIC MIXING T MEMBRANE CLAMP FLOOR SLAB ON GRADE INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL FOR FURTHER INFORMATION. ROOF INSULATION ... ° _ ° . .: a .' ..a _ FAILURE TO ACQUAINT THEMSELVES WITH THIS V TMV MOUNTING ELEVATIONE E EOF WATER HEATER ROOF DECK E UIPM NTL IR T RAINV ND EC DAL SET TOP OF HUB DRAIN 1 1/2" o 2 . , _ 1 'PERFORMING THE WORK PROPERLY. N0 �.J NTS- 07.14.07 BGWRMPI3(ETMV) FLOOR - ABOVE FINISHED FLOOR. AS REQUIRED FOR SAME SIZE AS SEWER CORE DRILL ROOF OR ANCHOR PIPE TO ROOF N- DUE BECAUSE 0F CONDITIONS THAT OCCUR R H T C U , A' ' • ° DEPTH OF SEWER UP TO 4» MAXIMUM PROVIDE SLEEVE IF TO FAILURE TO FAMILIARIZE WORKERS WITH THIS DECK WITH U -BOLT AROUND ' 4 ° a PVC PIPE OR KNOWLEDGE. REQUIRED BY TYPE OF PIPE AND ANGLE IRON ° HUB AND SPIGOT LONG SWEEP ELBOW AT ROOF DECK. PROVIDE WELDED OR SCREWED TO CAST IRON PIPE END OR TURN OF RUN FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. BELOW FLOOR COMBINATION WYE AND PIPE AND SLEEVE OR DECK. MINIMUM 12" BELOW ROOF SANITARY EIGHTH BEND IN RUN. PROVIDE PIPE INCREASER PIPE CONNECTORS SUITABLE SEWER LINE --� ENTER TOP OF PIPE. IF/WHERE CODE .REQUIRES A `MINIMUM FOR TYPE OF PIPE. USED DIRECTION 3" VENT THRU ROOF. OF FLOW REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL FULL SIZE DEEP -SEAL P -TRAP OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. LOCATE HUB DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. _ _ CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. HUB DRAIN FLOOR CLEANOUT VENT THRU ROOF (VTR 0 121 NTS 04.28.06 MP34 NTS 03.28.08 HP10 NTS 06.01.07 HPO4 PIPE MAY EXTEND COMBINATION WASTE AS WASTE OR VENT.-------.- & VENT i PROVIDE CLEANOUT TEE COLUMN OR DEEP -SEAL WITH SCREWED COUNTER- PARTITION P -TRAP SUNK ABS PLASTIC PLUG: AS SHOWN l TAPERED -THREAD WITH ON FLOOR TFE JOINT COMPOUND. PLAN. LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN WHERE CLEANOUT TEE IS CONCEALED IN A CLEANOUT 1 CHASE OR PARTITION, FACE SHALLREFRIGERATED CASE PROVIDE A ROUND 18 BE WITHIN RD GAUGE STAINLESS 4" OF WALL v NTS 04.28.06 MP08 k I STEEL COVER WITH SURFACE, 7,-6„ BEVELED EDGES AND PROVIDE - - - - - FLATHEAD MACHINE EXTENSION 7'-0" SCREW. IF REQUIRED. _ �. NEW ° �' ° .a � I i i SUPPLY HW AND CW �� EYEWASH , CONCRETE HUB AT FLOOR REFER TO PLUMBING I REF PLANS 3/4 CW FLOOR FIXTURE SCHEDULE HEAT TRAP DOWN i I I PROVIDE PVC DRAIN RISER LENGTH TO MIDPOINT OF i BALL VALVE 3/4 PVB2. MOUNT , o PER SLAB AS REQUIRED AND SPECIFICATIONS TYP @ 60" AFF OR AS MANUFACTURERSIPE NEW 15.404 FOR FURTHER HEATER TANK I�� I i REQUIRED BY AHJ. LONG SWEEP AT END OF LINE WCO TYP OF 2 ATR REQUIREMENTS. EYEWASH INFORMATION. O W E ROUTE VENT ALONG WALL, OR COMBINATION WYE AND HEATER HIGH IMPACT PLASTIC HB5 EIGHTH BEND IN DIRECTION DRAIN PAN BY �_ CONNECT TO EXISTING VENT 15.406 RUN OF LINE. ..t FLOOR �"—' CONTRACTOR SIMILAR 12" FLOOR WALL SYSTEM AT STRUCTURE. ' } OF FLOW TO PLUMBEST J36-018 ROUTE DRAIN LINE ROUTE DRAIN LINE INSTALL FD1 AT 3" FROM FACE SECURELY ALONG WALL AND PROVIDE DRAIN PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY PIPE FULL .SIZE NOTES: OF WALL TO CENTER LINE OF FASTEN A MINIMUM OF THREE PIPE PER SECURELY ALONG WALL AND - WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT; WITH AIR GAP FLOOR DRAIN OR AS SHOWN ON LOCATIONS TO PREVENT TRIP FASTEN A MINIMUM OF THREE MANUFACTURERS LOCATIONS TO PREVENT TRIP LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. UNION DIELECTRIC 1. REF ARCHITECTURAL DRAWING FOR AQUARIUM PLAN. HAZARD TO PERSONNEL. REQUIREMENTS HAZARD TO PERSONNEL. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TYP WALL LOCATION IN SALES FLOOR. COUNTER AQUARIUM TERM INATE 5 WITH % WALL CLEANOUT 6 WATER HEATER BELOW WALL ELEVATION NTS 06.01.07 HP11 NTS 10.02.02 BGWRMP04 NTS 10.31.08 MP20 APPROVED AIR GAP EXISTING 3 FLOOR SINK CONNECT NEW EYEWASH DRAIN TO EXISTING SANITARY SEWER EXISTING DRAIN LINE GREATER THAN 1" SANITARY ALONG WALL AND ABOVE GRADE. SEWER 3/4" TEPID WATER LINE TO 15.403 REMOTE EYEWASH STATION(S) ROUTE NEW 3/4 HOT AND EYEWASH D COLD WATER PIPING TO NEW ETMV1 FROM NEAREST 4 -NTS 07.14.07 EXISTING WATER HEATER OF A MINIMUM 15 GAL AND 2 O EXISTING WALL KW CAPACITY. /—MOUNT EYEWASH SECURELY TO WALL ' r1/2" TEPID PER MANUFACTURES WATER LINE INSTALLATION INSTRUCTIONS. EYEWASH MOUNT ETMV SECURELY ON \ WALL AS CLOSE AS POSSIBLE ._._,- � �, IF SERVING SINGLE EYEWASH STATION, ADAPT FROM (, l...,...._,, AND BELOW EYEWASH PER MANUFACTURERS INSTALLATION OUTLET OF ETMV TO 1/2". JF SERVING MULTIPLE `l » EYEWASH STATIONS PROVIDE 3/4 PIPE AND L PROVIDE CLEANOUTS IN DISCHARGE INTO RECEPTOR ETM V2 -__. - INS- RUCTIONS. Y TA 0 �S)TI N� . SYSTEM REF PLAN TURNS/ENDS OF PIPE. USE WITH AIR GAP SUFFICIENT WITH 3/4 LINE TO REMOTE .TEPID EYEWASH S HW SUPPLY TO DWV FITTINGS IF SIZE TO REMOVE GRATE AND ,/' EYEWASH IS LARGER THAN 1 ,�STRAINER. MAKE AIR GAP ETMV-(EMERGENCY THERMOSTATIC BALL VALVE TYP TWICE PIPE DIAMETER OR MIXING VALVE SET TO 657) MINIMUM OF 2 9P ------..:. ' --....._... _ /. �- CW SUPPLY TO WATER Ktr Z�rtk IAL i r rLUMMIAL7 - �� HEATER REF PLAN FIXTURE SCHEDULE i � ,...�-----MAKE CONNECTION EXPANSION TANK TO EQUIPMENT AS i — REF WATER HEATER S P PIP REQUIRED. SCHEDULE LO E, E I FF PVC DRAIN TO EXISTING SERVICE SINK i y AS MUCH AS SERVICE WHEN POSSIBLE. FOR OTHER OPTIONS _ DIELECTRIC UNION TYP POSSIBLE TOWARD HEAT TRAP DOWN TO MID I — ---`-� ~� DISCHARGE. SINK SEE TEPID EYEWASH GUIDELINE. i POINT OF HEATER TANK REF PLUMBING FOR DETAILS. WALL ANGLE SUPPORTS TYP TYP OF 2 MAKE PIPE MINIMUM ONE SIZE FLOOR i LARGER THAN EQUIPMENT CON- PROVIDE TRAP AND VENT SUPPORT PLATFORM 0-- ELBOW - TURNED UP » » „ NECTION, MINIMUM 3/4 . USE M STUB WHEN LENGTH EXCEEDS TEE - TURNED DOWN PROTO CYCLE: 03-06-09 TEE - TURNED UP GALVANIZED SHEET METAL DRAIN » „ �� OR L HARD COPPER UP TO 1 TWO FEET HORIZONTAL OR BALL VALVE -----+�+--- PLUG VALVE ------- CHECK VALVE H>C SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER M WATER METER WHA WATER HAMMER ARRESTOR T & P RELIEF VALVE _?_TMV THERMOSTATIC MIXING VALVE 0 FD1 FLOOR DRAIN O ROOF DRAIN/OVERFLOW ROOF DRAIN —0 FC01 FLOOR CLEANOUT —® FCO FLOOR CLEANOUT (SQUARE) —0 YCO YARD CLEANOUT —FPWH FREEZE PROOF WALL HYDRANT {- HB HOSE BIBB —�I WCO WALL CLEANOUT IS CONNECT TO EXISTING ETR EXISTING TO REMAIN } OF FLOW TO PLUMBEST J36-018 ROUTE DRAIN LINE ROUTE DRAIN LINE INSTALL FD1 AT 3" FROM FACE SECURELY ALONG WALL AND PROVIDE DRAIN PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY PIPE FULL .SIZE NOTES: OF WALL TO CENTER LINE OF FASTEN A MINIMUM OF THREE PIPE PER SECURELY ALONG WALL AND - WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT; WITH AIR GAP FLOOR DRAIN OR AS SHOWN ON LOCATIONS TO PREVENT TRIP FASTEN A MINIMUM OF THREE MANUFACTURERS LOCATIONS TO PREVENT TRIP LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. UNION DIELECTRIC 1. REF ARCHITECTURAL DRAWING FOR AQUARIUM PLAN. HAZARD TO PERSONNEL. REQUIREMENTS HAZARD TO PERSONNEL. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TYP WALL LOCATION IN SALES FLOOR. COUNTER AQUARIUM TERM INATE 5 WITH % WALL CLEANOUT 6 WATER HEATER BELOW WALL ELEVATION NTS 06.01.07 HP11 NTS 10.02.02 BGWRMP04 NTS 10.31.08 MP20 APPROVED AIR GAP EXISTING 3 FLOOR SINK CONNECT NEW EYEWASH DRAIN TO EXISTING SANITARY SEWER EXISTING DRAIN LINE GREATER THAN 1" SANITARY ALONG WALL AND ABOVE GRADE. SEWER 3/4" TEPID WATER LINE TO 15.403 REMOTE EYEWASH STATION(S) ROUTE NEW 3/4 HOT AND EYEWASH D COLD WATER PIPING TO NEW ETMV1 FROM NEAREST 4 -NTS 07.14.07 EXISTING WATER HEATER OF A MINIMUM 15 GAL AND 2 O EXISTING WALL KW CAPACITY. /—MOUNT EYEWASH SECURELY TO WALL ' r1/2" TEPID PER MANUFACTURES WATER LINE INSTALLATION INSTRUCTIONS. EYEWASH MOUNT ETMV SECURELY ON \ WALL AS CLOSE AS POSSIBLE ._._,- � �, IF SERVING SINGLE EYEWASH STATION, ADAPT FROM (, l...,...._,, AND BELOW EYEWASH PER MANUFACTURERS INSTALLATION OUTLET OF ETMV TO 1/2". JF SERVING MULTIPLE `l » EYEWASH STATIONS PROVIDE 3/4 PIPE AND L PROVIDE CLEANOUTS IN DISCHARGE INTO RECEPTOR ETM V2 -__. - INS- RUCTIONS. Y TA 0 �S)TI N� . SYSTEM REF PLAN TURNS/ENDS OF PIPE. USE WITH AIR GAP SUFFICIENT WITH 3/4 LINE TO REMOTE .TEPID EYEWASH S HW SUPPLY TO DWV FITTINGS IF SIZE TO REMOVE GRATE AND ,/' EYEWASH IS LARGER THAN 1 ,�STRAINER. MAKE AIR GAP ETMV-(EMERGENCY THERMOSTATIC BALL VALVE TYP TWICE PIPE DIAMETER OR MIXING VALVE SET TO 657) MINIMUM OF 2 9P ------..:. ' --....._... _ /. �- CW SUPPLY TO WATER Ktr Z�rtk IAL i r rLUMMIAL7 - �� HEATER REF PLAN FIXTURE SCHEDULE i � ,...�-----MAKE CONNECTION EXPANSION TANK TO EQUIPMENT AS i — REF WATER HEATER S P PIP REQUIRED. SCHEDULE LO E, E I FF PVC DRAIN TO EXISTING SERVICE SINK i y AS MUCH AS SERVICE WHEN POSSIBLE. FOR OTHER OPTIONS _ DIELECTRIC UNION TYP POSSIBLE TOWARD HEAT TRAP DOWN TO MID I — ---`-� ~� DISCHARGE. SINK SEE TEPID EYEWASH GUIDELINE. i POINT OF HEATER TANK REF PLUMBING FOR DETAILS. WALL ANGLE SUPPORTS TYP TYP OF 2 MAKE PIPE MINIMUM ONE SIZE FLOOR i LARGER THAN EQUIPMENT CON- PROVIDE TRAP AND VENT CHECKED BY: SUPPORT PLATFORM DRAWN BY: T & P RELIEF » » „ NECTION, MINIMUM 3/4 . USE M STUB WHEN LENGTH EXCEEDS 192 PROTO CYCLE: 03-06-09 L.WATER. HEATER i GALVANIZED SHEET METAL DRAIN » „ �� OR L HARD COPPER UP TO 1 TWO FEET HORIZONTAL OR PAN (MIN 24 GAUGE1 1/2., AND TYPE DWV FOR LARGER. FOUR FEET _EE TOTAL. T DELETE WALL BRACKETING FOR DELETE DRAIN PAN FOR FLOOR UNDERCOUNTER APPLICATIONS. MOUNTED OR UNDERCOUNTER ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY, SECURED BY PLAN VIEW ELEVATION VIEWAPPLICATIONS. PROVIDE 4 HOUSEKEEPING - — — — — — — — — — — MEANS OF CLAMP RBRACKETSTO T I NT UNITS S 0 HEIR OWN EQU PME NI S P FOR FLOOR MOUNTED AD L AND ROUTED TO THEIR SPECIFIC FLOOR SINKS THERE SHALL NOT APPLICATIONS. REF PLANS AND PIPE FULL SIZE WITH AIR BE ANY LOOSE OR DANGLING WASTE LINES 'NOR WASTE LINES LYING , O WATER HEATER SCHEDULE FOR GAP ON THE FLOOR. DO NOT INSULATE INDIRECT RAIN PIP WHEN N EC D E EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING 0 0 EMERGENCY THERMOSTAIC MIXING T ALTERNATE MOUNTING INFORMATION.CODES INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL FOR FURTHER INFORMATION. A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS V TMV MOUNTING ELEVATIONE E EOF WATER HEATER E UIPM NTL IR T RAINV ND EC DAL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY L P 2 1 'PERFORMING THE WORK PROPERLY. N0 �.J NTS- 07.14.07 BGWRMPI3(ETMV) 11. 604 MP05 NTS 2 - NTS 06.01.07 HP12 ADDITIONAL COMPENSATION SHALL BE ALLOWED N- DUE BECAUSE 0F CONDITIONS THAT OCCUR R H T C U , TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 o 1 /2" WATER INLET � J o NOTE: MAXIMUM OPERATING LINE PRESSURE OF MAKE-UP MAINTAIN MINIMUM 36" SERVICE CLEARANCE MAX. PRESSURE 80 PSIG IN FRONT OF CONTROL PANEL AND MINIMUM MIN. PRESSURE 40 PSIG 24" SERVICE CLEARANCE ON THE BACK APPROX FLOW RATE 0.3 GPM AND ONE SIDE OF THE VACUUM CENTER. PUMP SEAL WATER MAKE—UP CONNECTION DIAGRAM 16 1/2" 23 INSTALLATION OF ALL VALVES, VACUUM CENTER PUMP EXHAUST - TUBING AND PIPING SHALL BE MUST EXIT TO EXTERIOR OF BUILDING BELOW TOP OF PARAPET d IN-LINE MINI CHEC" ,,. „1- SUPPLIED BY AC MUST BE 4" ABOVE VACU ROOF SECTION A -A MOUNTING FOOT PRINT DETAIL RECOMMENDED BOLTS: WEDGE CONCRETE 2" ANCHOR 3/8" x 2 1 /4" VACUUM SOURCE y4" I.D. FLEXIBLE .RUBBER TUBE - __._. - COLD WATER MAKE-UP - 1/2" LINE SIZE; SUPPLIED BY ACORNVAC. TYP TOP VIEW 40-80 PSIG PRESURE, APPROXIMATE FLOW RATE: 0.3GPM. PROVIDE BACK FLOW EXTRACTION VALVE 1/4" I.D. FLEXIBLE RUBBER TUB PREVENTION PER CODE REQUIREMENTS. SUPPLIED BY ACORNVAC. TYP WASTE INLET» O ° 1 1/2" NOMINAL 2 ° VACUUM CENTER DRAIN AND EXHAUST � 1 SUPPLIED BY II ACORNVAC INSTALL IN / TANK WASTE INLET LINE BALL VALVE 2" II PART# 2803-076-000 2„ VACUUM CENTER MODEL VWP-1 PROVIDED BY ACORNVAC N SWING CHECK VALVE 2" PART# 2801-100-001 VACUUM CENTER DRAIN - �z SWING CHECK VALVES BAND COUPLING 2" ® PROVIDED BY ACORNVAC PART# 4995-052-000 SIDE VIEW VACUUM CENTER WEIGHTS AND ELECTRICAL LOADS DRY WEIGHT (LBS) 200 WET WEIGHT (LBS) 350 PANEL FLA 200-208V 7.0 460-480V 4.0 ZTANK DRAIN OUTLET FRONT VIEW 2» FINISHED FLOOR I 2" UPPER MAIN VACUUM RATED PIPING E) Al1I/ -rn \/A/ll II ILA /-CAITCD `—RESTROOM CEILING 10'-0" 4 44 • a. '♦ 4 • • d e. • e' e•d• • q• a • .e • d4 • .• c • 4 . e' a _• 4 e e • e . • c . CONNEC110N .• � ,. d e! a ' • � n . ' � • � .. •• � P' SIMPLIFIED VACUUM CENTER INSTALLATION SCHEMATIC SIMPLIFIED VACUUM CENTER TWO STAGE �1 STAIR LIFT DETAIL �YD IN-LINE MINI CHECK VALVE - KLS DRAWN BY: io0 •- r, o ao 00 192 SUPPLIED BY ACORNVAC. Q u') to IN-LINE MINI CHECK VALVE - 02-06-09 IN-LINE MINI CHECK VALVE - MUST BE 4" ABOVE VACUUM SOURCE PORT. SUPPLIED BY ACORNVAC. SUPPLIED BY ACORNVAC. v z w c� 2" SWING CHECK VALVE - MUST BE 4" ABOVE VACUUM SOURCE PORT. MUST BE 4" ABOVE VACUUM SOURCE PORT. SUPPLIED BY ACORNVAC. c En O VACUUM SOURCE y4" I.D. FLEXIBLE RUBBER TUBE - VACUUM SOURCE 1/4" I.D. FLEXIBLE RUBBER TUBE - FULL PORT VACUUM SOURCE 1/4" I.D. FLEXIBLE RUBBER TUBE - FULL PORT SUPPLIED BY ACORNVAC. FULL PORT SUPPLIED BY ACORNVAC. BALL VALVEBALL SUPPLIED BY ACORNVAC. VALVE I o BALL VALVE J rn� O x rx w as • �cnn i° V z WIRE TIES. DO NOT 0 WIRE TIES. DO NOT GA O OVERTIGHTEN. (TYPICAL) OVERTIGHTEN. (TYPICAL) WIRE TIES. DO NOT OVERTIGHTEN. (TYPICAL) „ 2 WASTE EXTRACTION VALVE - PNEUMATIC CONTROLLER - PNEUMATIC CONTROLLER - „ SUPPLIED BY ACORNVAC. SUPPLIED BY ACORNVAC. 1 WASTE EXTRACTION VALVE - SUPPLIED BY ACORNVAC. 1 WASTE EXTRACTION VALVE - o SUPPLIED BY ACORNVAC. ® SUPPLIED BY ACORNVAC. EXTRACTION VALVE 1/4" I.D. FLEXIBLE RUBBER TUBE - EXTRACTION VALVE 1/4" I.D. FLEXIBLE RUBBER TUBE - EXTRACTION VALVE 1/4" I.D. FLEXIBLE RUBBER TUBE - 2" AIR INTAKES EXTENDED SUPPLIED BY ACORNVAC. 2" AIR INTAKES EXTENDED SUPPLIED BY ACORNVAC. SUPPLIED BY ACORNVAC. UP ABOVE PLYWOOD DECKING. UP ABOVE PLYWOOD DECKING. ACCUMULATOR SENSOR 1/4" I.D. FLEXIBLE RUBBER TUBE - ACCUMULATOR SENSOR 1/4" I.D. FLEXIBLE RUBBER TUBE - 1 1/2" RISER. SUPPLIED BY ACORNVAC. SUPPLIED BY ACORNVAC. TUBE MUST NOT DIP BELOW TOP OF ACCUMULATOR OR TUBE MUST NOT DIP BELOW TOP OF ACCUMULATOR OR CONTAIN ANY TRAPS. CONTAIN ANY .TRAPS. 2" SENSOR PIPE EXTENDED UP ABOVE PLYWOOD DECKING.. ACCUMULATOR SENSOR CAP WITH BARBED FITTING - ACCUMULATOR SENSOR CAP WITH BARBED FITTING - 6" WALL TO ACCOMMODATE 5-3/4" DEEP TOILET SUPPLIED BY ACORNVAC. SUPPLIED BY ACORNVAC. PUSHBUTTON. 1/8" O.D. POLYETHYLENE TUBING - MOUNTING CARRIER LEGS. SUPPLIED BY ACORNVAC. 1 1/2" SENSOR PIPE EXTENDED WALL UP ABOVE PLYWOOD DECKING. VACUUM FLUSH TOILET FLUSH PANEL - PUSHBUTTON ON 5" SQUARE STAINLESS STEEL PLATE - Q -- - _._ _„__...... _._..... I » SUPPLIED BY ACORNVAC, SUPPLIED BY ACORNVAC, INSTALLED ON 1 1 2 RISER. f / 1 1/2 RISER. LOCATE BEHIND 18” SQUARE ACCESS PANEL IN o 4" SQUARE OUTLET BOX. SERVICEABLE AREA. FLOOR DRAIN LAVATORY/SINK WASTE INLET. 1/2" NPS WATER SUPPLY INLET RINSE WATER CONNECTION ----- TO TOILET. _ _ SHUTOFF VALVE - SUPPLIED U E _ VIEW B B 2" PIPE ACCUMULATOR BY CONTRACTOR. LOCATE BEHIND 18" SQUARE Q VACUUM FLUSH TOILET - B B ACCESS PANEL IN SERVICEABLE AREA. SUPPLIED BY ACORNVAC. - 2" PIPE ACCUMULATOR COLD WATER SUPPLY FLOOR DRAIN . ° d♦ • • .. iq • 4 • :d•.. ;. , d • it ,• 6 '. .. • 4 ♦ n '• ', •4 ♦ ` '♦ d • i'•q • ,4♦ • •.. d a ;d.♦' •s • :...,.�..•, •.. ._ 4 ._• d • , `....... • ' .. 4• •a :.,e ,..-. ,., ..• vy. •d :. .. .. .. • .., _. •.. d .. a .. c • .. .. +.. d .. O TOILET SUPPORT PROVIDED BY SUPPORT RUNBACK COLLECTION POCKET RESTROOM LAVATORY WASTE PIPE ACCUMULATOR CONNECTIONS FLOOR DRAIN PIPE ACCUMULATOR CONNECTIONS VACUUM FLUSH TOILET LIFT CONNECTIONS ABOVE GRADE RESTROOM BELOWGRADEFLOOR DRAIN ABOVE GRADE LAVATORY/SINK WAS TPIPE E DRAIN PIPE ACCUMULATOR WASTE PIPE ACCUMULATORTOILET 3 2 1 5 LIJ o �0 4� UZa W � $�az<<0 Z�z � irdi����oawUcnvc�.� u- -w <x a < O e, a C�n,0�w 25Vpa- Z62< *Q, pI_� W0.0f2F= 8 Nww NN_ Jw04Ow���S��uio��wZ�`'o�IUMOSN Mrnogu.avwi¢mcK< ISSUE BLOCK 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: io0 •- r, o ao 00 192 PROTO CYCLE: Q u') to C2 O 02-06-09 R� v z w c� d .0 c En O 0O Lo W O u �n Qo F_ 0 O z I o m cq J rn� O x rx w as • �cnn i° V z 0 z GA O ISSUE BLOCK 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: a W A 00 192 PROTO CYCLE: 0 C2 O 02-06-09 R� C z w c� 0 O 0 0 0 UCQao I o � rx w as z GA O ISSUE BLOCK 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: KED PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 <O* w 6L-w<a<Zo awi L' Z< w o >;s3"''� ,z *~o �Qa� ViLwo"wo 0_ a os`vi` wmo�m ffi0- O 'ww-nLL. w X�JZNa� a_0<o in w�wi��a z U)0ozLL,6o�n,w w� U. CONNECTION TO LIFT aavw ���µ� �UZN3 pppp z o 0 3 Q ztnoQ�awwao�F¢ Q_ oz�FGlwv000w o v�o za -0R BRANCH MAIN. ,`�,(� MAXIMUM PERMISSIBLE � �,wJ��z�� ZZa�$��� ROTATION ANGLE OF WYE, LIFT OR X �LL FNOJ QNB BSO TO FACILITATE CONNECTION BRANCH SPG TO LIFT AND BRANCH O MAINS. Cl '\ BRANCH O to oO OR MAIN Q��� N om I ° 45° ° _:5 45 cE x;-- REQUIRED o q, c °� �, V) (n W o \�` BRACING �J z m N O OV` Imo— c+ O x cn � z x LATERAL BRACING DETAIL VIEW X -X VIEW X —X 6 P3VAC-03 W A O LIFT OR BRANCH TO MAIN CONNECTION PA 7 0 0 .� a P3VAC-02cm 00 ~ z w � oo� p o w� CLEAN—OUT c Q ao © �c~nQ O � SLOPE MAINS OR BRANCHES 1/4" PER 12" (2mm PER 100mm) 36" MAX z FLOW 450 (915mm) c SLOPE ISSUE BLOCK TO VAC 1/4" 12>, CENTER Q 05-12-09 CCD #4 (6mm) (304mm) FLOW SLOPE MAKE UP DETAIL 4 P3VAC-05 TYPICAL SLOPE DETAIL 5 P3VAC-04 OBSTACLE BELOW JOIST SPACE, MAINTAIN 1/4" (STEP UP SHOWN IN THIS CONDITION IS PER FOOT FALL REQUIRED REGARDLESS OF OBSTICLE CONDITIONA WHEN PIPE IS AT 6" BELOW JOIST) CHECKED BY: KLS DRAWN BY: KED PROTO: 192 ALL PIPING MUST BE SUPPORTED, BRACED AND SECURED TO RESIST THRUSTING PROTO CYCLE: 03-06-09 FORCES AND MINIMIZED MOVEMENT. CLEAN OUT REQUIRED ALL PIPING MUST BE BRACED PER DOCUMENT DATE: 02-06-09 ACORNVAC SPECS OR PER LOCAL CODE TOP CHORD OF JOIST REQUIREMENTS WHICHEVER IS MORE RESTRICTIVE. REFERENCE ACORN SANITARY VACUUM ALL ATTACHEDING ASSEMBLIES TO STRUCTURAL STEEL,UST BE RIGID SYSTEM SPECIFICATIONS 36" MAX FOR HANGER (915mm) STUDS, OR WOODEN BACKINGS. DRYWALL, BEAM CLAMP WITH ANGLE BRACKET WITH REQUIREMENTS, TYP THIN SHEET METAL CASE BACKING, AND a HVAC DUCT WORK ARE NOT ACCEPTABLE ALL THREAD & SPLIT ALL THREAD & SPLIT ANCHOR POINTS. RING HANGER RING HANGER io MAINTAIN SLOPE BRACING OF HORIZONTAL PIPING SHOULD BOTTOM CHORDOF JOIST FLOW BE IN FIVE FOOT INTERVALS WHEN INSTALLATION IS DONE IN PVC, AND EIGHT FOOT INTERVALS .FOR COPPER, OR AS • Q - OBSTACLE IN JOIST SPACE REQUIRED BY LOCAL CODE. oo / MAINTAIN 1/4" SAGGING OF THE PIPING BETWEEN • ° a o v PER FOOT FALL SUPPORTS IS NOT PERMITTED; 1/4" PER CONDITION B FOOT OF SLOPE IS TO BE MAINTAINED AT a °4 ALL TIMES. . a o ° Q LATERAL OR SEISMIC BRACING SHOULD BE • ° ADDED EVERY 25' WHEN THE HANGER° o ASSEMBLY IS GREATER THAN 36" LONG, OR AS REQUIRED BY LOCAL CODE. PIPE STAND WELDED BRACKET WHEN A UNI–STRUT TRAPEZE IS USED, PIPING MUST BE CLAMPED DOWN SECURELY. VERTICAL LIFTS ARE TO BE SECURED IN MAINTAIN MAXIMUM 6SIX FOOT INTERVALS. " BELOW BOTTOM CHORD TOP CHORD OF _JOIST REFERENCE ACORN BRACING IS REQUIRED AT THE TOP OF ALL a ° o n o . • o OF STRUCTURE NO DOUBLE VERTICAL LIFTS. SANITARY VACUUM oesrRucTIONs OFFS p ° e 4 po ° o > o SYSTEM SPECIFICATIONS% OFFSET OFFSET OBSTRUCTIONS AN APPROVED BRACING ASSEMBLY MUST 4 o . ¢ 4 • ° . ° FOR HANGER — — — BE INSTALLED WITHIN ONE FOOT OF EVERY x REQUIREMENTS, TYP 12" (305 mm) 0 STRUC11ON DIRECTIONAL CHANGE, ON BOTH SIDES OF INN QHORIZONTAL MAX � THE FITTING. OFFSET iooFFSE AN APPROVED BRACING ASSEMBLY MUST ,� STRUT & STRUTCLAMPS TRAPEZE WITH STRUT r)"BOTTOM CHORD OF JOIST BE INSTALLED WITHIN ONE FOOT OF EVERY & STRUT CLAMPS OFFSETS IN EXCESS OF 12MUST EXTRACTION VALVE, ON BOTH THE INLET RUN HORIZONTALLY WTH SLOPE INTO AND THE OUTLET SIDE. COLLECTION POCKET BEFORE RESUMING LIFT. MAINTAIN 1/4" ACCUMULATOR p OBSTACLE IN JOIST SPACE ACCUMULATOR ACORN VAC.:. PER FOOT FALL CONDITION C PLUMBING SYSTEM 1/4" (6mm) ID FLEXIBLE RUBBER TUBE. PIPE BRACING - SEE NOTE # 3. PVC DWV TYPE L COPPER PIPE COPPER DWV PART # 2180-000-000. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ACCEPTABLE PIPING PNEUMATIC PUSH MINI CHECK VALVE - SEE NOTE # 5. INLET MATERIALS WITH LOCAL JURISDICTION BEFORE BIDDING INSTALLATION. BUTTON ASSEMBLY. PART # 2803-007-000. PITCH VACUUM DRAINAGE PIPING AT A MINIMUM 1/4" PER FOOL PART # AV000046-001. MINI CHECK VALVE - SEE NOTE # 5. ACCUMULATOR LIFT NOTES: PART # 2803-007-000. 1. FLEXIBLE RUBBER TUBE MUST BE ATTACHED TO EXTRACTION VALVE CLIP. O1 5. 2. CONTROLLER MUST BE INSTALLED IN AN ACCESSIBLE LOCATION. - O � 6. FLEXIBLE RUBBER COUPLINGS BY OTHERS. FLEXIBLE RUBBER COUPLINGS BY OTHERS. 4. EXTRACTION VALVE MUST BE INSTALLED TO ALLOW FOR UNOBSTRUCTED MOVEMENT. SWING CHECK VALVE. 1/4" (6mm) ID FLEXIBLE RUBBER TUBE. 5. MINI CHECK VALVE MUST BE 6" ABOVE VACUUM SOURCE PORT WHEN X -VALVE IS MOUNTED HORIZONTALLY, OR 12" ABOVE VACUUM SOURCE PORT WHEN J X -VALVE IS MOUNTED VERTICALLY. WHEN SWING CHECK VALVE IS USED FOR VACUUM SOURCE, MINI CHECK VALVE MUST BE 4" ABOVE VACUUM PART # 2801-100.-001. PART # 2180-000-000. THE CONNECTION FROM THE ACCUMULATOR SENSOR PORT TO THE CONTROLLER MUST NOT DIP BELOW TOP OF ACCUMULATOR OR CONTAIN ANY TRAPS. /`"1 r%nKlTDnl I CD A KIM CVTM n n'rinki k/A I %/C IAIC'`TA I I A TI^kI Mr -TA 11 A SINGLE OFFSET IS ALLOWED IN VERTICAL RISERS. OFFSET IS NOT PREFERRED AND 0Ll PIPE BRACING -SEE NOTE. #3. z 0 9. ISOLATION AND CHECK VALVES SHALL BE FULL PORT VALVES RATED FOR VACUUM. 0 10. USE DWV LONG SWEEP 1/4 BEND WHEN THERE ISA 90` CHANGE IN DIRECTION. SEE ,�. ABOVE REGARDING ACCEPTABLE PIPING MATERIALS PER LOCAL JURISDICTION. 11. VACUUM PIPING SHALL BE SUPPORTED AND BRACED W ALL DIRECTIONS TO RESIST � FORCES CREATED BY THE SYSTEM. BRACING SHALL BE WITHIN 1 FOOT OF -► OUTLET OTHRUSTING EACH SIDE OF ANY CHANGE IN DIRECTION AND AT THE END OF ANY BRANCH OR MAIN LINE. DIAGONAL BRACING SHALL BE PROVIDED IN THE OPPOSITE DIRECTION OF -► OUTLET FLUSH PANEL. - ENTRY OF ALL BRANCH AND LIFT CONNECTIONS. 2 TYPICAL CLEAN OUT DETAILS o P3VAC-O6 � 0 SEE NOTE # 2. PNEUMATIC CONTROLLER VALVE FULL PORT ISOLATION VALVE VACUUM o � SEE NOTE 1. # FULL PORT ISOLATION. VALVE - SEE NOTE 2. o PART # AVCE0060-001.. SEE NOTE # 1. VACUUM EXTRACTION VALVE - SEE NOTE # 3 AND # 4. PART # 2801-020-001. EXTRACTION VALVE - SEE NOTE # 3 AND # 4. i PART # 2801-000-001. SENSOR VALVE 1/4" (6mm) ID FLEXIBLE RUBBER TUBE FROM ACCUMULATOR SENSOR 1/8" (3mm) OD o o PORT - SEE NOTE # 6. o POLYETHYLENE PART # 2180-000-000. TUBING. PART # 2150-000-000. ACCUMULATOR SENSOR PORT CAP. PART # 2801-319-001. P3VAC-01 INSTALLATION OF VACUUM DRAINAGE PIPING- 1. PRESSURE RATED PIPE ONLY TO BE USED ON VACUUM SYSTEM o-ol ACCEPTABLE PIPING MATERIALS ACCEPTABLE FITTINGS SCHEDULE 40 PRESSURE RATED PVC PIPE PVC DWV TYPE L COPPER PIPE COPPER DWV PROTO CYCLE: CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ACCEPTABLE PIPING PNEUMATIC PUSH INLET INLET MATERIALS WITH LOCAL JURISDICTION BEFORE BIDDING INSTALLATION. BUTTON ASSEMBLY. 3. PITCH VACUUM DRAINAGE PIPING AT A MINIMUM 1/4" PER FOOL PART # AV000046-001. TOILET L ACCUMULATOR LIFT NOTES: �.od d� c Eri M 1. FLEXIBLE RUBBER TUBE MUST BE ATTACHED TO EXTRACTION VALVE CLIP. O1 5. 2. CONTROLLER MUST BE INSTALLED IN AN ACCESSIBLE LOCATION. - O � 6. 3. APPROPRIATE PIPE BRACING MUST BE 12" (305mm) AWAY FROM EXTRACTION VALVE ON BOTH SIDES TO ALLOW COUPLING TO SLIDE FREELY. z 4. EXTRACTION VALVE MUST BE INSTALLED TO ALLOW FOR UNOBSTRUCTED MOVEMENT. z 5. MINI CHECK VALVE MUST BE 6" ABOVE VACUUM SOURCE PORT WHEN X -VALVE IS MOUNTED HORIZONTALLY, OR 12" ABOVE VACUUM SOURCE PORT WHEN J X -VALVE IS MOUNTED VERTICALLY. WHEN SWING CHECK VALVE IS USED FOR VACUUM SOURCE, MINI CHECK VALVE MUST BE 4" ABOVE VACUUM SOURCE PORT. 6. THE CONNECTION FROM THE ACCUMULATOR SENSOR PORT TO THE CONTROLLER MUST NOT DIP BELOW TOP OF ACCUMULATOR OR CONTAIN ANY TRAPS. /`"1 r%nKlTDnl I CD A KIM CVTM n n'rinki k/A I %/C IAIC'`TA I I A TI^kI Mr -TA 11 A SINGLE OFFSET IS ALLOWED IN VERTICAL RISERS. OFFSET IS NOT PREFERRED AND P3VAC-01 INSTALLATION OF VACUUM DRAINAGE PIPING- 1. PRESSURE RATED PIPE ONLY TO BE USED ON VACUUM SYSTEM o-ol ACCEPTABLE PIPING MATERIALS ACCEPTABLE FITTINGS SCHEDULE 40 PRESSURE RATED PVC PIPE PVC DWV TYPE L COPPER PIPE COPPER DWV w ~ oo} wW3aaraiWp oN� ry Ji�sp�,�j 'z ¢UZo �t�pp•y U o>- Lu avr¢oz��Ww�0Na> pa�oQ.oPWWow 6 �US�,�wm NQJ zprnZoc)QQa w�m� 5 .WCOS h r= w -2w o !z � 0ap8i'> OF C-)�e"aox �Ea�Ngaal�'Qp Q 2. ALL PIPING, INSTALLATION AND INSTALLATION MATERIALS BY CONTRACTOR. 0 0 192 PROTO CYCLE: CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ACCEPTABLE PIPING Q 02-06-09 MATERIALS WITH LOCAL JURISDICTION BEFORE BIDDING INSTALLATION. 3. PITCH VACUUM DRAINAGE PIPING AT A MINIMUM 1/4" PER FOOL o 4. VACUUM DRAINAGE RISER AND BRANCH LINE CONNECTIONS MUST ENTER MAINS FROM Q' �.od d� c Eri M ABOVE USING A WYE FITTING. THE WYE FITTING MAY BE ROLLED 45' FROM VERTICAL O1 5. NO TEE FITTINGS ARE PERMITTED IN THE VACUUM DRAINAGE PIPING. O - O � 6. INSIDE PIPING SURFACES AND JOINTS MUST BE SMOOTH, FREE OF BURRS AND ., s� z OBSTRUCTIONS. z 7. LOCATE CLEAN OUTS IN THE VACUUM DRAINAGE PIPING AT THE ENDS OF MAINS AND m J BRANCHES, AND WHEN THERE ISA 90' CHANGE W DIRECTION IN AN OVERHEAD � 0) ft, C CQ BRANCH OR MAIN. • 8. A SINGLE OFFSET IS ALLOWED IN VERTICAL RISERS. OFFSET IS NOT PREFERRED AND 0Ll SHALL ONLY BE USED TO BYPASS STRUCTURAL OBSTRUCTIONS. z 9. ISOLATION AND CHECK VALVES SHALL BE FULL PORT VALVES RATED FOR VACUUM. 10. USE DWV LONG SWEEP 1/4 BEND WHEN THERE ISA 90` CHANGE IN DIRECTION. SEE ABOVE REGARDING ACCEPTABLE PIPING MATERIALS PER LOCAL JURISDICTION. 11. VACUUM PIPING SHALL BE SUPPORTED AND BRACED W ALL DIRECTIONS TO RESIST � FORCES CREATED BY THE SYSTEM. BRACING SHALL BE WITHIN 1 FOOT OF OTHRUSTING EACH SIDE OF ANY CHANGE IN DIRECTION AND AT THE END OF ANY BRANCH OR MAIN LINE. DIAGONAL BRACING SHALL BE PROVIDED IN THE OPPOSITE DIRECTION OF ENTRY OF ALL BRANCH AND LIFT CONNECTIONS. 2 TYPICAL CLEAN OUT DETAILS VACUUM DRAINAGE PIPING NOTES P3VAC-O6 � w ~ oo} wW3aaraiWp oN� ry Ji�sp�,�j 'z ¢UZo �t�pp•y U o>- Lu avr¢oz��Ww�0Na> pa�oQ.oPWWow 6 �US�,�wm NQJ zprnZoc)QQa w�m� 5 .WCOS h r= w -2w o !z � 0ap8i'> OF C-)�e"aox �Ea�Ngaal�'Qp ISSUE BLOCK / 5 \ 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: >oo - 0 0 192 PROTO CYCLE: oC14000 co I� F, Q 02-06-09 rr" o Q' �.od d� c Eri M O1 � oLo vr o � o ., s� z � z m J , � 0) ft, C CQ • p �c7�iaLL- c z 0Ll z 0 ISSUE BLOCK / 5 \ 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: O � Q 02-06-09 rr" o o ., s� z �r� OF -o 0 � CQ � w z 0 ISSUE BLOCK / 5 \ 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: KED PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 2" CAMLOK TO 2" MALE THREAD 2" STREET ELBOW 2" DUST CAP DOUBLE TAP BUSHING 2» X 1 1/2" REDUCER 2" TANK FLANGE 1 1/2" CLOSE NIPPLE DROP TUBE 1 1/2" DIA. EVACUATION PORT DETAIL NTS 053008 EXISTING ROLLING OIL DRAIN PAN, REF EVACUATION ONE PER CATWALK PORT DETAIL TB475 �— EMERGENCY VENT, TYP HIGH LEVEL ALARM CAMLOK REF ROLLING OIL ), DRAIN PAN EVACUATION PORT ASSEMBLY Q Q DROP TUBE I EXISTING HOSE T6476 I ( BRACKET DETAIL I PROVIDE ADAPTOR FROM I 3/4" FLEX LINE TO 1 RIGID LINE AS REQUIRED I I 800 GALLON 3" FROM I PROVIDE ADAPTOR FROM 3/4" FLEX LINE TO 1" WASTE OIL TANK BOTTOM OF RIGID LINE AS REQUIRED INNER TANK LJ TB440 NEW 3/4" DRAIN EXISTING HOSE — — — — — HOSE BRACKET DETAIL TB440 NEW 3/4" DRAIN HOSE WASTE OIL SUPPLY HIGH LEVEL 800 GALLON FROM PUMP ALARM INNER TANK W PRIMARY VENTASTE OIL TANK HOSE REF DETAIL NEW FLEX DETAIL, 7 INNER EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT (0Q�8O WASTE 0 NTS MAC4-03 SPARE PORT W/ STEEL PLUG UTER EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT �1 ROLLING OIL DRAIN PAN ASSEMBLY 6 NTS 012309 GaACo D 3'-0" LEAVE EXISTING I Q_ PVC PIPE OPEN TB804 400 GALLON NEW 1/2" 140 PSI AIR LINE p SCULLY INNER TANK BULK OIL TANK Q I u FROM WASTE OIL TANK HIGH PLAN FILL GAUGE PRIMARY E X I S TING V E LOW GRADE PIPE C I 1 A S E LEVEL ALARM PORT VENT (5)_NTS 021507 1 PIPE 5 TB81 SLOPE LINE TO WASTE — INNER TANK EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT C= a SCULLY EVACUATION GAUGE PORT ELEVATIO N REF EVACUATION PROTO: PORT DETAIL C== o PROTO CYCLE: A DOCUMENT DATE: WASTE 0 NTS MAC4-03 SPARE PORT W/ STEEL PLUG UTER EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT �1 ROLLING OIL DRAIN PAN ASSEMBLY 6 NTS 012309 GaACo D 3'-0" LEAVE EXISTING I Q_ PVC PIPE OPEN TB804 400 GALLON NEW 1/2" 140 PSI AIR LINE p SCULLY INNER TANK BULK OIL TANK Q I u FROM WASTE OIL TANK HIGH PLAN FILL GAUGE PRIMARY E X I S TING V E LOW GRADE PIPE C I 1 A S E LEVEL ALARM PORT VENT (5)_NTS 021507 1 PIPE 5 TB81 SLOPE LINE TO WASTE — INNER TANK EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT —SPARE PORT W/ OIL PUMP V STEEL PLUG 2 STEEL VENT _0 PIPE AND FITTINGS - REF SPECIFICATIONS --== ---- —OUTER TANK EMERGENCY VENT W/ NORMALLY PROV3/4,1» TB541 CLOSED, WEIGHTED BUSHING TB499. EMERGENCY VENT TB461 TB550 TB491 TB462 TB540 - 1" PIPE 1/2" PIPE TB491 SET AT TB541 0 o TB537 140 PSI TB499 — T6491 5W-30 400 GALLON BULK OIL TANK PROVIDE » 4 1 PIPE TB487 NTS BGWRAC06 T3/BUSHING 3/4"x 2" NIPPLE TB499 TB525 PROVIDE 1 3/4" TEE T 53 It 00 TO 3/4 TB429 Lo I TB541 BUSHING CLEANOUT PLUG co c� 400 GALLON T6802 T6435 SCULLYA BULK OIL TANK 3 4"x2" NIPPLE INNER TANK / �� GAUGE TB462 FILL PRIMARY SPARE PORT TB802 P VENT ORT SET AT WITH STEEL TB461 un 70 PSI PLUC4 TB429 TB813 TB487 INNER TANK EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT BULK OIL PUMP .O- ELEVATIO N IF PROTO: —SPARE PORT W/ OIL PUMP V STEEL PLUG 2 STEEL VENT _0 PIPE AND FITTINGS - REF SPECIFICATIONS --== ---- —OUTER TANK EMERGENCY VENT W/ NORMALLY PROV3/4,1» TB541 CLOSED, WEIGHTED BUSHING TB499. EMERGENCY VENT TB461 TB550 TB491 TB462 TB540 - 1" PIPE 1/2" PIPE TB491 SET AT TB541 0 o TB537 140 PSI TB499 — T6491 5W-30 400 GALLON BULK OIL TANK PROVIDE » 4 1 PIPE TB487 NTS BGWRAC06 T3/BUSHING 3/4"x 2" NIPPLE TB499 TB525 PROVIDE 1 3/4" TEE T 53 It 00 TO 3/4 TB429 Lo I TB541 BUSHING CLEANOUT PLUG co c� 400 GALLON T6802 T6435 SCULLYA BULK OIL TANK 3 4"x2" NIPPLE INNER TANK / �� GAUGE TB462 FILL PRIMARY SPARE PORT TB802 P VENT ORT SET AT WITH STEEL TB461 un 70 PSI PLUC4 TB429 TB813 TB487 INNER TANK EMERGENCY VENT W/ NORMALLY CLOSED, WEIGHTED EMERGENCY VENT SPARE PORT W/ TB$04 d ..STEEL PLUG TB439 .......- .., ° ° T85$3 LITER TANK EMERGENCY SECURE MANUFACTURERS 3/4", 600 TB536 VENT W NORMALLY / MOUNTING BRACKET TO WALL NIPPLE CLOSED, WEIGHTED ' e WITH 1 1/4" LONG TAPCON 3/4"x2" NIPPLE T8550 EMERGENCY. VENT SCREW FASTENERS (MATCHING TB $01 _ DIAMETER OF PRE DRILLED WASTE OIL RESERVOIR PLAN.. 0 BULK OIL PUMP PORT c� ELEVATIO N IF PROTO: SPARE PORT W/ TB$04 d ..STEEL PLUG TB439 .......- .., ° ° T85$3 LITER TANK EMERGENCY SECURE MANUFACTURERS 3/4", 600 TB536 VENT W NORMALLY / MOUNTING BRACKET TO WALL NIPPLE CLOSED, WEIGHTED ' e WITH 1 1/4" LONG TAPCON 3/4"x2" NIPPLE T8550 EMERGENCY. VENT SCREW FASTENERS (MATCHING TB $01 _ DIAMETER OF PRE DRILLED WASTE OIL RESERVOIR PLAN.. BRACKET . ELEVATIO N IF PROTO: 192 PROTO CYCLE: A DOCUMENT DATE: 02-06-09 FT I ELEVATION 400 GALLON BULK OIL TANKWASTE O L S MBLY ASEPUMP1OW-30 FILTER 2_ 3 NTS BGWRAC06 NTS 103108 BGWRACO2 S NTS 103108- BGWRAC01—S EACH SUBCONTRACTOR IS ' RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND A .SPECIFICATIONS IN THEIR RELATED FIELD. THE NT THEMSELVES> FAILURE TO AC UAI WITH THIS Q KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY 0F PERFORMING THE ; WORK >PROPERLY. NO ADDITIONAL T NAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS. WITH THIS KNOWLEDGE. CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 z >- L d D a Of U) RTU PLUMBING LINES CURB DUCTED RETURN w FIRE PROTECTION CHASE __.. BAR JOIST r I' EXHAUST DUCT WHEN APPLICABLE I � ELECTRICAL POWER AND DECKING DATA CONDUIT ( II " JOISTS /,-3,1-7 I 9" 0 10 SUPPLY SPRINKLER PIPE AIR DROP ELECTRICAL . _�� 1 LIGHTS CEILING CONDUITS _ _ ` __ SUPPLY PLUMBING , EXHAUST RETURN AIR DIFFUSER VACUUM I GRILLE GRILLE PIPING i i i WHEN I i WATER _ EXHAUST DUCT IL_ WHEN APPLICABLE L.� REQUIRED APPLICABLE FLOOR CLEARANCE FOR REQUIRED L RETURN RTU PLENUMS CLEARANCE FOR AIR DROP PIPING, CONDUITS AND EXHAUST DUCT COORDINATE WITH OTHER DISCIPLINES ENLARGED CHASE PLAN. 7 1/80# = 1 -0 08.01.08 5 ROUTE THROUGH JOISTS. i CONNECT TO NEAREST APPROPRIATELY SIZED CW SUPPLY. � ROUTE UP THROUGH CHASE 7 3/4 \ / S2 1 /2„ � WH5 L2 15.408 i VACUUM FLUSH V TOILET NTS :(DPHARMACY CHASE PROFILEun D H AND CW SUPPLY I � HEAT TRAP DOWN I I REF PLANS I TO MIDPOINT OF i BALL VALVE HEATER TANK I �l TYP TYP OF 2 WATER i HEATER HIGH IMPACT PLASTIC DRAIN PAN BY FLOOR �—"—' CONTRACTOR SIMILAR TO PLUMBEST J36-018 ZZPIPE FULL SIZE WITH AIR GAP UNION DIELECTRIC TYP vv WATER HEATER BELOW COUNTER 5 NTS 10.02.02 BGWRMP04 A� -A, -%, 1%, -A, ^, -A, A, A, _A, J1, JI.. J1, AAI.& .& - - - - ) REF 1/MPI FOR CONTINUATION; --- 29DJ f : I CO a , _'14 SECONDARY LIFT OF TWO STAGE STAIR LIFT LOCATED IN CHASE TO RISE FROM LOWER MAIN TO UPPER MAIN. ... REF 4/P2.2 -- - \ -.... 2„ LOWER MAIN _.-- SUPPORTED ON __.. _... ABOVE GRADE PIPE---- - l PLYWOOD DECKING. ACCUMULATOR FROM S2. ------ MAINTAIN 1/4" PER FOOT SLOPE. I 41 VALVES TO BE MOUNTED ON PARAPET WALL DECK. ABOVPE PLYWOOD I CO BELOW GRADE PIPE l ACCUMULATOR FROM FD1. - j ABOVE GRADE PIPE TOILET LIFT ACCUMULATOR FROM L2. NOTE: ALL PIPING SHALL BE ROUTED CONCEALED ROOF CURB NOTE OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL ROOF CURB (AS MANUFACTURED BY AES INDUSTRIES INC., CONTACT CHAD BURT 1-800-786-0402) FOR NEW ROOF TOP UNITS. ROOF CURB SELECTION AND INSTALLATION SHALL BE ADJUSTED FOR ROOF SLOPE TO MAINTAIN LEVEL RTU INSTALLATION AND ADEQUATE CONDENSATE DRAINAGE. ROUTE NEW CONDENSATE TO DRAIN AWAY FROM UNIT DOWN SIDE SLOPE OF ROOF. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. MECHANICAL NOTES 15.711 REFER TO ARCHITECTURAL ROOF PLAN AND STRUCTURAL PLANS FOR DETAILS OF ROOF CURB INSTALLATION. 15.729 INSTALL ROOF CURB PER ROOF CURB BOX NOTE. PLUMBING KEYNOTES 15.408 ROUTE WATER HEATER T&P DISCHARGE TO FLOOR DRAIN WITH AHJ APPROVED AIR GAP. 15.409 FRESH WATER SYSTEMS, INC. PHARMATE WATER FILTRATION SYSTEM MOUNT TOP OF WATER DISPENSING UNIT AT 66" AFF WITH CENTERLINE 6" FROM CORNER OF WALL. MOUNT FILTERS AND TANK UNDER COUNTER PER PLUMBING DETAIL AND MANUFACTURER'S SPECIFICATIONS. 15.410 FRESH WATER SYSTEMS, INC. PHARMATE RXSQC3B1 WATER FILTRATION SYSTEM, WITH TANK AND WATER DISPENSER. FURNISHED AND INSTALLED BY CONTRACTOR. CONTACT FRESH WATER SYSTEMS, INC. AT 800- 464-8275, DIAL 2 FOR PHARMACY SUPPORT FOLLOWED BY 1 FOR SERVICE. 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. NATURAL GAS PIPING NOTES 1. CONTRACTOR SHALL COORDINATE ALL DETAILS OF THE GAS PIPING SYSTEM WITH THE LOCAL GAS COMPANY. THIS INCLUDES, BUT IS NOT LIMITED TO, THE LOCATION OF THE GAS METER, GAS PRESSURE REQUIREMENTS, RELOCATION AND/OR UPSIZING OF EXISTING SERVICE PIPING IF REQUIRED. CONTRACTOR SHALL PAY ALL COSTS REQUIRED BY GAS COMPANY. CONTACT GAS COMPANY FOR SIZE AND TYPE OF PIPING AND VALVES REQUIRED FOR CONNECTION TO METER. GAS METER AND SERVICE REGULATOR TO BE PROVIDED BY UTILITY COMPANY. VERIFY CORRECT GAS PRESSURE DOWNSTREAM OF SERVICE REGULATOR AFTER GAS UTILITY COMPLETES INSTALLATION. THE NATURAL GAS DEMAND SHOWN IN MBH IS BASED ON A HEATING VALUE OF 1000 BTU (1 MBH) PER CUBIC FOOT, A SPECIFIC GRAVITY OF 0.6, AND ON PRIMARY EQUIPMENT SPECIFICATIONS IN SCHEDULES. GAS PIPING SIZES SHALL BE AS NOTED ON PLANS. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING UP TO AND INCLUDING THE REGULATOR AND FINAL CONNECTION TO THE EQUIPMENT. REFERENCE MECHANICAL SHEETS FOR ALL PIPE CONNECTIONS AND ROUTING. REMOVE UNUSED GAS PIPING AND PAINT NEW AND IN WALL .ALL VALVES SHALL BE MOUNTED ON� - _ �. EXISTING PIPING YELLOW PER PHARMACY WALLS, ABOVE PHARMACY PLYWOOD SPECIFICATIONS. DECKING. NO VALVES OR PIPING ABOVE TYP PHARMACY SHALL BE VISIBLE FROM BELOW i..,\ CD 6-MPH1 ;/ 3. PROVIDE NEW GAS PIPING FOR NEW 2" SENSOR PHARMACY 1O" =; 1 EQUIPMENT SIZED AS INDICATED FOR 0.5 300 IN. WC PRESSURE DROP AND 5 PSIG PIPE 1 1/2- 2" AIR (TYP. OF 3) UPSTREAM OF EQUIPMENT REGULATOR. CONNECT AT EXISTING GAS METER OR GAS RISER INTAKE - --. _._ .... I 2 PIPING OF EQUAL OR LARGER SIZE, AND PHARMACY TOILET ABOVE M2 PROVIDE PRESSURE REGULATOR SET TO EXTRACTION I NEW _5 TON __._ EQUIPMENT DELIVERY PRESSURE), FULL PORT CO h CEILING VACUUM PLUMBING PLAN RTU 37 ( VALVES, AND ACCESSORIES PER THE BALL VALVE LJ 15.729 SPECIFICATIONS & LOCAL CODES. �✓ 1 /4"=1'-0" P1 VAC -02B 3 4 _... _. 4. GAS AND CONDENSATE PIPING SHALL BE 2" AIR I M2 M2 I MINIMUM 5'-0" CLEAR FOR ROOF TOP INTAKE 5 r EQUIPMENT MAINTENANCE ACCESS. 2" SENSOR I I PIPE - 5. PROVIDE START-UP ASSISTANCE FOR .ALL 1 1/2 I I I -.....I. GAS-FIRED EQUIPMENT INCLUDING BUT - - NOT LIMITED TO ROOFTOP UNITS, RISER EXTRACTION I I .......... ......__ - i; -� PHARMACY CHASE 1 I » RADIANT HEATERS, UNIT HEATERS, AND VALVE I _.:..:_..T I 18 COOKING EQUIPMENT. COORDINATE ROUTE UP f — 1 6 7 -- I� ADJUSTMENT OF REGULATORS WITH SET-UP FULL PORT I I I THROUGH -- j l r.7 BALL VALVE OI PH1 MPH1 '-—_.._.........� PERSONNcL TO ENSURE CORRECT GAS FLOW CHASE f L ; - PRESSURES FOR PROPER OPERATION OF I I CI M ALL EQUIPMENT. S2 .. ........ ....tz� 1 PHARMACY -- � -- 18" GAS COMPANY CONTACT; FULL PORT i I -- GAS COMPANY - FLORIDA PUBLIC UTILITIES BALL VALVE I ( I i - __� { _.. CONTACT NAME - N/A PHONE NUMBER - 386) 668-2600 EXTRACTION it VALVE ; �S2 - 2 AIR I I a _i..` .......... EXISTING GAS LOAD 2980 MBH INTAKE I CO I I i `� » ROUTE VACUUM ( m i 3/4 NEW GAS LOAD = 3105 MBH PIPING ABOVE CEILING { d i GAS I TO PHARMACY CHASE 1.... _..:.... 2 SENSOR ABOVE GRADE PIPE ACCUMULATOR-------' o _! PIPE TAKING WASTE FROM S2 7 NEW EF -17- I �. FD1 6, FD1 4A -P2.2 I ON ROOF r � REF 1 /P2.2 15.711 I _ 6 u BELOW GRADE PIPE ACCUMULATOR VACUUM .._ _. z FULL PORT TAKING WASTE FROM FD1. ,,_�. FLUSH _____.._.......... _._. .....__ _-__ ._._...;....._.... ......:.... ..... ...... L2 M2 EAG1 L2 BALL VALVE REF 2/P2.2 i ._ :.. ; TOILET „ S-37 CHECK � I - 18 1% ....._: a .:`_....... I 125 MOUNT AT L VALVE - EXTRACTION :.....__.___..:.. _K......: 74 AFF VALVE ABOVE GRADE PIPE ACCUMULATOR TAKING RUNBACK I WASTE FROM L2 TOILET LIFT COLLECTION I REF 1/P2.2 REF 3/P2.2 POCKET 1,, GAS 1 1/2 ETR RISER NOTE: ALL PIPING SHALL BE ROUTED CONCEALED IN ...., _.... ,- - _ WALLS. NO PIPING ABOVE PHARMACY SHALL PHARMACY TOILET .. , , VACUUM BE VISIBLE FROM BELOW PHARMACY. REF FLUSH 2b-MPH1 FOR ACCUMULATOR CONTINUATION: TOILET VACUUM PLUMBING RISER ; 3 PHARMACY MECHANICAL PLAN 1 1/2', NTS P1 VAC -04 1 1/419 = 1--011 RISER t EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W d �- ��r po< w Rz*i<,108 c�N� - g,Oa�w- uiac~�c�j a¢��N�����io-w O0 cn<owcn <,zom", Z a0n�Z28�sw ..w�w� O 352 Jpwwigm Upz Q Kii z(°AooIit 'CELL 0 =�-Vj o_n0z�g a ?�nzpwf(nUMp- a. 00 08www 03owow x�w Z p�V�N�F am -cc ISSUE BLOCK Z� 05-04-09 CCD #3 Q 05-12-09 CC D #4 CHECKED BY: KLS O >NOFo a W A %09 (D PROTO CYCLE: (n ci _O o 0 Pn 02-06-09 r4, O .o c O EM M z � o W 80 z mN y � � J' • cn po C a U- V z 0 U Ld0 ISSUE BLOCK Z� 05-04-09 CCD #3 Q 05-12-09 CC D #4 CHECKED BY: KLS DRAWN BY: a W A %09 192 PROTO CYCLE: 0 = cm 02-06-09 0 0 O z � C � Q O Ld0 O 0 p V) b O �CQ � p" w z A O ISSUE BLOCK Z� 05-04-09 CCD #3 Q 05-12-09 CC D #4 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 SHEET: MPH 1 Jv FD3 DEMO FID (TYP. OF 8) PLUMBING KEYNOTES 15.404 IF POSSIBLE, CONNECT TO EXISTING VENT PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. MATCH EXISTING FLOOR CONSTRUCTION AND FINISHES. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. 15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.425 NEW VENT THRU ROOF, VERIFY MINIMUM SIZE WITH AHJ. IF POSSIBLE, CONNECT TO AN EXISTING VENT THROUGH ROOF. VERIFY SIZE AND LOCATION. WHEN ALLOWED BY LOCAL AUTHORITIES USE AN ASSE APPROVED AIR ADMITTANCE VALVE EQUAL TO STUDOR. 15.426 WHERE NEW REFRIGERATED CASES ARE REPLACING EXISTING CASES AT SAME LOCATION, EXISTING FLOOR DRAINS MAY BE REUSED IN LIEU OF NEW CASE DRAINS SHOWN IF EXISTING DRAIN IS IN AN ADEQUATE AND REUSABLE LOCATION (VERIFY IN FIELD). 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. 15.431 REPLACE FAUCETS AND SPRAYERS WITH PARTS THAT ARE OF EQUAL QUALITY AND STANDARDS AS EXISTING. REFERENCE SPECIFICATIONS. 15.437 REPLACE FAUCET WITH PARTS THAT ARE OF EQUAL QUALITY AND STANDARDS AS EXISTING. REFERENCE SPECIFICATIONS. w ��, 0o Eo> Ld > Z< z 0-1 <ao8Nl1v���U�'w OZ ND F � X BY-Z.Vf�00 aNQO 0 wwf2FWI Z wo —869-�W w 0 Coa l-`'m0jUDay,.QZZ��": J *<<uw@-ZL`w-Xw05$p4$W3. L QO4N aFwwwk-`'ow sw N �N�ST��`pwos�c=ia�F� tet'-' �L"o5RZaw%mwwQap CHECKED BY: KLS DRAWN BY: >oa - 00 00 192 PROTO CYCLE: o�o (o C=) cm ^^� 02-06-09 -80 "t, 0 � O CN � a E� i 0 75 u U V) W ui W G0 y" 0 I— Z M O o mN N J O O O M� O X D � cn a u- c z W 0 U z CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: O W C=) cm ^^� 02-06-09 0 � CN � 0 0 W r M O O in O O O � � W z 0 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 PLUMBING WORK: INSTALL LOAD OUT STATION PUMP -OUT PIPING THROUGH EXTERIOR WALL PER THE MANUFACTURER'S INSTRUCTIONS. FIELD LOCATE PUMP -OUT FITTING ON THE OUTSIDE WALL AND COORDINATE THE LOCATION WITH STORE MANAGER AND/OR WAL-MART CONSTRUCTION MANAGER. VING LY OFF TO 17 RE COORIDOR FULL f BALL IN RISI r- v�rntrct Hrr�it,Htstt. �...._. {_._._. – _ 8'-2» 5f-8#9 GROCERY I .. 17 -10 o FREEZER I' 4 VENT ! I THROUGH WALL ! j 3 4" VENT + P2.1 ........ .... WITH GOOSENECK II DO NOT SALES PIPING FROM FD ETR ! SUPPORT VENT V)I I (TYP.) TANK VERIFY EXACT LOCATION OF REFRIGERATED DEMO FD CASES WITH WAL-MART CONSTRUCTION 15.405 MANAGER PRIOR TO CUTTING FLOOR SLAB FD3 II EDC #2 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.403 CONNECT TO EXISTING SANITARY PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE, LOCATION, ELEVATION, AND FLOW DIRECTION AT SITE. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. MATCH EXISTING FLOOR CONSTRUCTION AND FINISHES. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. 15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. 15.431 REPLACE FAUCETS AND SPRAYERS WITH PARTS THAT ARE OF EQUAL QUALITY AND STANDARDS AS EXISTING. REFERENCE SPECIFICATIONS. NOTE: "Ak 8 P2LJ �_-_ .._ .. 0 D 192 PROTO CYCLE: oIN Lo; © C3 02-06-09 ui o 0 0 l I , CONTRACTOR TO COORDINATE FINAL LOCATION WITH THE d- z o O ooh STORE MANAGER AND/PR WAL-MART CONSTRUCTION � C-? (TYP.) LLJ 0 � 0 I � O � M CN I J- 0 MANAGER. M fn d Li 0 z FD3 ! 0 3»CD 14.4 ®r, U r, WASTE COOKING 0 TANK r DEMO FD 15.405 � j MEAT AND DELI COOLER ) I 2 = l.:I f 3» CD ETR FCO ETR I, � ....... -... __ ... - - - ; I I E 15. cn DEMO FD 15.405! DEMO FD 15.405 22 _ I I FD3 I. ; I (TYP.) I I VTR ETR ( ) MEAT PREP G F ; , 4 , I l 3110-7 ft I a. � 15.431 I f i EXISTING 6 SS EXISTING 4 CD 15.422 15.422 REF 1-GP1 FOR CONTINUATION EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING REAR GROCERY PLUMBING P DRAWINGS AND MAY NOT REFLECT EXACT A - "AS -BUILT", BUI T» CONDITIONS. CONTRACTORSHALL FIELD A THOROUGH. KNOWLEDGE OF .ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE 1 __ 1 8» _ 1 0 / VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS Q SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION: SHALL BE ALLOWED x , CONDITIONS. BECAUSEOFCONDITIONS THAT OCCUR DUE TO FAILURET 0 FAMILIARIZE .WORKERS WITH THIS KNOWLEDGE. W c ~ ary 00 fn o o w a WaZago vwm, zN �rcii�oaoHtlnLw, r�0 = p U (a� w worn��=WEW'W a�wo��wwc�aQ OZ aoao``Woo��awW w� Sum-av�ii,r ao`ci�o �a000 Q zc� oDioo�awWa�rnFao3 J R Z � ovio 0 WSW �zfLw'f-''ao��a��� �F�riNS�?dvwia��a� CHECKED BY- "Ak DRAWN BY: >oo o F 0 D 192 PROTO CYCLE: oIN Lo; © C3 02-06-09 ui o 0 0 l I d- z o O ooh � C-? V)_ LLJ 0 � 0 I � O � M CN I pQj J- 0 M fn d Li 0 z 0 U CHECKED BY- "Ak DRAWN BY: a w A 0 D 192 PROTO CYCLE: O w a © C3 02-06-09 mm� o z O LTJ ry o O 0 � 0 I � O � u� o C\2 PQ z 0 CHECKED BY- "Ak DRAWN BY: KD 0=� 192 PROTO CYCLE: "Am� DOCUMENT DATE: 02-06-09 mm� CHECKED BY- KLS DRAWN BY: KD PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 SHEET: GP1,1 LTA -12 LTA -12 RMZC30 (DEMO) RMZC30 LNB (RELOCATE) NNS 0 w 03-06-09 c cV DO nrLooF n' 02-06-09 O o �I — U^) o vo I I I IF------ L G�� � LLJ � 0 _O o+ Q u! �LTA-11 .✓ RMZC30LTA- 8 LTA- LTA-8 (RELO CATE) 7RMZC30 RMZC30 .ARDMEZMC , (RELOCATE) I- -I - - - _._ CD z m (V I_. Ir - --- - - - - .I LT - _ .. J 0.. L� - I ✓-i� COMPRESSOR HOUSE #1 i AAFAT '�'A? EQUIPMENT DEMOLITION NOTES 1. IMMEDIATE SALVAGE/LEGAL DISPOSAL OF ALL DECOMMISSIONED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE DISCRETION OF THE MECHANICAL SERVICES CONSTRUCTION MANAGER WAL-MART SHALL RETAIN THE OPTION TO OCCASIONALLY SALVAGE EMS EQUIPMENT, VARIABLE FREQUENCY DRIVE ITEMS, COMPRESSORS, ETC., FROM REFRIGERATION EQUIPMENT TO BE REPLACED DURING THE REMODEL PROJECTS. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SERVICES CONSTRUCTION MANAGER ALL ITEMS TO BE RETAINED BY WAL-MART PRIOR TO REMOVAL OF THE EQUIPMENT SHOWN ON THE DEMOLITION PLANS. ALL REMOVED ITEMS NOT ALLOCATED FOR WAL-MART WILL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY REMOVE FROM THE JOB SITE AND ARRANGE DISPOSAL IN ACCORDANCE WITH LOCAL CODES. 2. RECLAIMED REFRIGERANT WILL REMAIN IN THE POSSESSION OF WAL-MART STORES, INC. ON APPLICABLE PROJECTS INVOLVING GAS CONVERSION. THE CONTRACTOR SHALL_ ASSIST WAL-MART IN THE SCHEDULING OF APPROPRIATE CYLINDERS FOR THE COLLECTION OF REFRIGERANTS, WHICH WAL-MART WILL PROCESS THROUGH THEIR VENDOR RECLAMATION PROGRAM, OR USE IN OTHER WAL-MART EQUIPMENT, AT THE DISCRETION OF THE MECHANICAL SERVICE CONSTRUCTION MANAGER. THE CONTRACTOR AND WAL-MART CONSTRUCTION MANAGER MUST RECORD THE USAGE OR DECOMMISSIONING OF THE REFRIGERANT IN THE VERISAE REFRIGERANT TRACKING SYSTEM. MTC -1 031M6 (RELOCATE) CHECKED BY: ©� DRAWN BY: LNB PROTO: NNS 0 w 03-06-09 c cV DO nrLooF n' 02-06-09 O o U^) o vo I I L G�� � LLJ � 0 _O o+ Q u! I o p o' CDU-)Lo V) " $ o CD z m (V 0 , 0) J 0.. L� z 0 MTC -1 031M6 (RELOCATE) CHECKED BY: ©� DRAWN BY: LNB PROTO: 192 w 03-06-09 DOCUMENT DATE: 02-06-09 O o � LLJ � 0 Q u! I o 0 MTC -1 031M6 (RELOCATE) CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 D Woa2aS Q�-36iLL. w 20K Vf >- pppOpp����l Z Q Q z W U. O av�iao'ai www --a>- Z tnvoz�v-60: `a�w4w� O 3: a L'JnoQoF-o �WWO= Z 1— oaz,<z°oo0.�zyQ d zyopFawWaof2FQog < w�-nzpµ�7, ��c>joN N cnwvz�w owuz) Zzi �°C��U)a L. V)%l:o:Qr ISSUE BLOCK /a \ 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: 0— c) 0 0 192 PROTO CYCLE: 00 motor- DOCUMENT DATE: 02-06-09 n (n o I M O CN Oo+ v d �t Q O c � c EM j 0 0 c/) o 0 W 0- �- O � 08 Z mN N J, O. JC • ,•�—� �2 cn -8E t° Z O o ISSUE BLOCK /a \ 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: a w A 0 0 192 PROTO CYCLE: O � DOCUMENT DATE: 02-06-09 O CN Q O W o 0 0 co O � CQ OC1 Z AQ O ISSUE BLOCK /a \ 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 REFRIGERATION LINES WHICH • �_.:. FWE (NEW) :> 810 B6 A3 \--ROUTE REFRIGERATION PIPING AS HIGH AS 15.609 POSSIBLE LTB -5 (TYP.) FWE (NEW) 15.601 �... _ ri I I 15.609 LTB -5 I i { 10 12' -FW - (NEW) / FWE _ ......_._ _.. ___ : (NEW) i/ t 15.609 LTA- 4 RL -6 NEW 15.607 - TYP. �jr r�l� 1 SEPARATE CONTRACTOR IS .. RESPONSIBLE FOR RE -SKIN OF EXISTING REFRIGERATED CASES TO REMAIN 15.609 1 MTC -19 �l 15'-CW2U-GE-90 ROUTE PIPING j DOWN IN WALL (TYP.) �NLI r %Lr j GR2 GR2 EXISTING -f PIPING TO REMAIN (TYP.) (, 15.609 15.609 MTC -1 LTB -3 1 1 15'-CW2U-GE-90 RL -2 % REFRIGERATION KEYNOTES 15.600 REFRIGERATION LINES IN PVC PIPE BELOW FLOOR. PVC PIPE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 15.601 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS AT 1" PER 20' OF RUN. LOCATE HIGHEST POINT OF REFRIGERATION LINES JUST BELOW BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT LINES ON 1-5/8" x 1- 5/8" UNISTRUT CHANNELS ON MAXIMUM OF 10 FOOT CENTERS. 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, PROVIDE A SUCTION LINE TRAP AT THE BASE OF THE RISER. 15.607 SEE REFRIGERATION SCHEDULE FOR EVAPORATOR TYPES, SIZES, AND CAPACITIES; CONTROL METHOD; AND ALL REFRIGERATION PIPING SIZES, ETC. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE DRAIN CONNECTION SAME SIZE AS CASE OUTLET, AND END OVER FLOOR DRAIN W/AIR GAP; PITCH DRAINS 1" PER 10'. 15.610 PROVIDE 0.20" PVC JACKET ON ALL REFRIGERATION LINES EXTERIOR TO BUILDING. 15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP IN WALL OR VOID SPACE. INTERMEDIATE TRAP SHOULD BE PLACED AT THE MIDPOINT OF THE SUCTION LINE RISER. 15.614 THE CONTRACTOR SHALL UTILIZE EXISTING EXTERIOR WALL OPENING AS INDICATED WHEN POSSIBLE. IF LARGER OPENING IS REQUIRED THE CONTRACTOR SHALL REINFORCE THE WALL AS NECESSARY, CUT THE WALL FOR THE REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN HOOD. THE CONTRACTOR SHALL SEAL THE WALL OPENING WITH FOAM AS SOON AS THE PIPING THROUGH THE WALL OPENING IS COMPLETE. REFRIGERATION NOTES 1. PLAN INDICATES GENERAL ROUTING OF REFRIGERANT LINES, WITH A SINGLE LINE SHOWN INDICATING BOTH SUCTION AND LIQUID LINE ROUTING FOR EACH SYSTEM. 2. REFRIGERATION SYSTEM INSTALLATION SHALL BE IN COMPLETE CONFORMANCE WITH SPECIFICATIONS, AND WITH ALL REQUIREMENTS OF REFRIGERATION EQUIPMENT MANUFACTURER. 3. REFRIGERATION DRAWINGS ARE PROVIDED AS AN AID TO BIDDERS AND TO INDICATE DESIRED ROUTING OF REFRIGERATION LINES; CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CORRECT INSTALLATION OF PIPING AND ACCESSORIES TO PROVIDE A COMPLETE AND FULLY OPERATING SYSTEM. 4. PROVIDE 1/2" ARMAFLEX PIPE INSULATION ON ALL LIQUID LINES. PROVIDE 1" ARMAFLEX PIPE INSULATION ON MEDIUM TEMP. SUCTION LINES. PROVIDE 1" ARMAFLEX INSULATION ON LOW TEMP. SUCTION LINES. 5. REFRIGERATION CONTRACTOR SHALL COORDINATE REFRIGERATION DEMOLITION ISSUES WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR REFRIGERATION EQUIPMENT DEMOLITION AND COOLER REPAIR AND REMODELING. (RE: D1 AND Al). 6. REFRIGERATION SYSTEM SHALL REMAIN OPERATIONAL DURING REMODELING. REFRIGERATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE NEW COMPRESSOR HOUSE WITH THE WAL—MART CONSTRUCTION MANAGER. DURING THE PHASING OF OLD TO NEW SYSTEMS, BOTH NEW AND OLD REFRIGERATION SYSTEMS MAY BE REQUIRED TO OPERATE AT THE SAME TIME FOR A SHORT PERIOD. 7. WHERE NEW REFRIGERATED EQUIPMENT IS INDICATED ON THE DRAWINGS, PROVIDE DEMOLITION, REMOVAL, AND TEMPORARY STORAGE OF OLD EQUIPMENT PER WAL MART REFRIGERATION CONSTRUCTION MANAGER'S INSTRUCTIONS, AND REFRIGERATION DEMO NOTES ON D1 AND Al). 8. PROPERLY PUMP DOWN AND RECYCLE REFRIGERANT IN EXISTING REFRIGERATION COMPRESSOR SYSTEMS TO BE REMOVED. 9. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATION EQUIPMENT (RACKS, EVAPORATORS, CONDENSING UNITS, CONDENSERS, AND CASES) WITH WAL-MART MECHANICAL SERVICES AND CONSTRUCTION MANAGER. 10. REFRIGERATION CONTRACTOR SHALL REMOVE COPPER LINES, EVAPORATORS, AND CONDENSATE LINES FROM COOLERS/ FREEZERS BEING REMOVED FROM SITE. COORDINATE WITH KYSOR PANEL SYSTEMS FOR TIME LINE OF REPLACEMENT. REFERENCE SPECIFICATION FOR CONTACT INFORMATION. 11. KYSOR PANEL SYSTEMS SHALL PROPERLY PREPARE ALL COOLER/FREEZER PANELS, GLASS DOORS, SLIDER OR SWING DOORS, PALLETIZE, AND PREPARE THE EQUIPMENT TO SHIP OFF SITE. 12. CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR THE REMOVAL OF SPRINKLERS FOR ALL REMOVED COOLER/FREEZER BOXES. 13. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES ELECTRICAL WIRING DEVICES. 14. CONTRACTOR SHALL COORDINATE WITH EMS CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES EMS WIRING AND DEVICES. 15. EMS WORK WILL BE DONE UNDER SEPARATE CONTRACT. DO NOT INCLUDE ANY EMS WORK IN REFRIGERATION BID. 16. AT MECHANICAL SERVICES CONSTRUCTION MANAGER'S OPTION, EXISTING REFRIGERATION PIPING MAY BE RE—USED. RE: REFRIGERATION LEGENDS FOR PIPE SIZE REQUIREMENTS. Ci N S � z 0 Z >' Li Fo of mi $�a�wtnw Z O w NaumCL w�o'wm �'- wNao cn�ww�zcnar 0. 0: >- (La Z Q0 F- w� oW�wo jEZ F= owwwmcmooaz�zZa J Psoz<"a41wwE6rr<o3 D aaVi,,,,NZF 0.y0=3 L4� oa4Np�o �FS0HS =w 1= 'w9—z�H6p,ua: -� =')2I NOJW aUI �K OC a Or ! i j 1 � I �N000 O D 192 PROTO CYCLE: �to � © v 02-06-09 -- r--�-.:: c v F Y Q C p -v Ln V) w o I o _ COMPRESSOR f HOUSE #1 CD , O X • w I SEAFOOD I � 0 =REEZER 0 I I B1Q 15.614 i -._T_ ...- .....:.. (TYP.) i �NLI r %Lr j GR2 GR2 EXISTING -f PIPING TO REMAIN (TYP.) (, 15.609 15.609 MTC -1 LTB -3 1 1 15'-CW2U-GE-90 RL -2 % REFRIGERATION KEYNOTES 15.600 REFRIGERATION LINES IN PVC PIPE BELOW FLOOR. PVC PIPE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 15.601 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS AT 1" PER 20' OF RUN. LOCATE HIGHEST POINT OF REFRIGERATION LINES JUST BELOW BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT LINES ON 1-5/8" x 1- 5/8" UNISTRUT CHANNELS ON MAXIMUM OF 10 FOOT CENTERS. 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, PROVIDE A SUCTION LINE TRAP AT THE BASE OF THE RISER. 15.607 SEE REFRIGERATION SCHEDULE FOR EVAPORATOR TYPES, SIZES, AND CAPACITIES; CONTROL METHOD; AND ALL REFRIGERATION PIPING SIZES, ETC. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE DRAIN CONNECTION SAME SIZE AS CASE OUTLET, AND END OVER FLOOR DRAIN W/AIR GAP; PITCH DRAINS 1" PER 10'. 15.610 PROVIDE 0.20" PVC JACKET ON ALL REFRIGERATION LINES EXTERIOR TO BUILDING. 15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP IN WALL OR VOID SPACE. INTERMEDIATE TRAP SHOULD BE PLACED AT THE MIDPOINT OF THE SUCTION LINE RISER. 15.614 THE CONTRACTOR SHALL UTILIZE EXISTING EXTERIOR WALL OPENING AS INDICATED WHEN POSSIBLE. IF LARGER OPENING IS REQUIRED THE CONTRACTOR SHALL REINFORCE THE WALL AS NECESSARY, CUT THE WALL FOR THE REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN HOOD. THE CONTRACTOR SHALL SEAL THE WALL OPENING WITH FOAM AS SOON AS THE PIPING THROUGH THE WALL OPENING IS COMPLETE. REFRIGERATION NOTES 1. PLAN INDICATES GENERAL ROUTING OF REFRIGERANT LINES, WITH A SINGLE LINE SHOWN INDICATING BOTH SUCTION AND LIQUID LINE ROUTING FOR EACH SYSTEM. 2. REFRIGERATION SYSTEM INSTALLATION SHALL BE IN COMPLETE CONFORMANCE WITH SPECIFICATIONS, AND WITH ALL REQUIREMENTS OF REFRIGERATION EQUIPMENT MANUFACTURER. 3. REFRIGERATION DRAWINGS ARE PROVIDED AS AN AID TO BIDDERS AND TO INDICATE DESIRED ROUTING OF REFRIGERATION LINES; CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CORRECT INSTALLATION OF PIPING AND ACCESSORIES TO PROVIDE A COMPLETE AND FULLY OPERATING SYSTEM. 4. PROVIDE 1/2" ARMAFLEX PIPE INSULATION ON ALL LIQUID LINES. PROVIDE 1" ARMAFLEX PIPE INSULATION ON MEDIUM TEMP. SUCTION LINES. PROVIDE 1" ARMAFLEX INSULATION ON LOW TEMP. SUCTION LINES. 5. REFRIGERATION CONTRACTOR SHALL COORDINATE REFRIGERATION DEMOLITION ISSUES WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR REFRIGERATION EQUIPMENT DEMOLITION AND COOLER REPAIR AND REMODELING. (RE: D1 AND Al). 6. REFRIGERATION SYSTEM SHALL REMAIN OPERATIONAL DURING REMODELING. REFRIGERATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE NEW COMPRESSOR HOUSE WITH THE WAL—MART CONSTRUCTION MANAGER. DURING THE PHASING OF OLD TO NEW SYSTEMS, BOTH NEW AND OLD REFRIGERATION SYSTEMS MAY BE REQUIRED TO OPERATE AT THE SAME TIME FOR A SHORT PERIOD. 7. WHERE NEW REFRIGERATED EQUIPMENT IS INDICATED ON THE DRAWINGS, PROVIDE DEMOLITION, REMOVAL, AND TEMPORARY STORAGE OF OLD EQUIPMENT PER WAL MART REFRIGERATION CONSTRUCTION MANAGER'S INSTRUCTIONS, AND REFRIGERATION DEMO NOTES ON D1 AND Al). 8. PROPERLY PUMP DOWN AND RECYCLE REFRIGERANT IN EXISTING REFRIGERATION COMPRESSOR SYSTEMS TO BE REMOVED. 9. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATION EQUIPMENT (RACKS, EVAPORATORS, CONDENSING UNITS, CONDENSERS, AND CASES) WITH WAL-MART MECHANICAL SERVICES AND CONSTRUCTION MANAGER. 10. REFRIGERATION CONTRACTOR SHALL REMOVE COPPER LINES, EVAPORATORS, AND CONDENSATE LINES FROM COOLERS/ FREEZERS BEING REMOVED FROM SITE. COORDINATE WITH KYSOR PANEL SYSTEMS FOR TIME LINE OF REPLACEMENT. REFERENCE SPECIFICATION FOR CONTACT INFORMATION. 11. KYSOR PANEL SYSTEMS SHALL PROPERLY PREPARE ALL COOLER/FREEZER PANELS, GLASS DOORS, SLIDER OR SWING DOORS, PALLETIZE, AND PREPARE THE EQUIPMENT TO SHIP OFF SITE. 12. CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR THE REMOVAL OF SPRINKLERS FOR ALL REMOVED COOLER/FREEZER BOXES. 13. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES ELECTRICAL WIRING DEVICES. 14. CONTRACTOR SHALL COORDINATE WITH EMS CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES EMS WIRING AND DEVICES. 15. EMS WORK WILL BE DONE UNDER SEPARATE CONTRACT. DO NOT INCLUDE ANY EMS WORK IN REFRIGERATION BID. 16. AT MECHANICAL SERVICES CONSTRUCTION MANAGER'S OPTION, EXISTING REFRIGERATION PIPING MAY BE RE—USED. RE: REFRIGERATION LEGENDS FOR PIPE SIZE REQUIREMENTS. Ci N S � z 0 Z >' Li Fo of mi $�a�wtnw Z O w NaumCL w�o'wm �'- wNao cn�ww�zcnar 0. 0: >- (La Z Q0 F- w� oW�wo jEZ F= owwwmcmooaz�zZa J Psoz<"a41wwE6rr<o3 D aaVi,,,,NZF 0.y0=3 L4� oa4Np�o �FS0HS =w 1= 'w9—z�H6p,ua: -� =')2I NOJW aUI �K OC a Or ISSUE BLOCK A03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: �N000 O D 192 PROTO CYCLE: �to � © v 02-06-09 (n c v F z C p -v Ln V) w o Z o O mN N CD , O X • w V) Q_ i° z 0 z 0 ISSUE BLOCK A03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: o, W © v 02-06-09 �0 ~ z p W o O Q w z 0 ISSUE BLOCK A03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: LNB PROTON 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 TO REFRIGERATION NOTES REFER TO SHEET GR1 FOR REFRIGERATION NOTES PERTAINING TO THIS SHEET. REFRIGERATION KEYNOTES 15.600 REFRIGERATION LINES IN PVC PIPE BELOW FLOOR. PVC PIPE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 15.601 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS AT 1" PER 20' OF RUN. LOCATE HIGHEST POINT OF REFRIGERATION LINES JUST BELOW BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT LINES ON 1-5/8" x 1- 5/8" UNISTRUT CHANNELS ON MAXIMUM OF 10 FOOT CENTERS. 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, PROVIDE A SUCTION LINE TRAP AT THE BASE OF THE RISE -R. 15.604 PROVIDE AIRTIGHT SEAL AROUND ALL PIPING AND BOLT PENETRATIONS THROUGH COOLER/FREEZER BOX WALLS OR CEILINGS. 15.605 SUPPORT EVAPORATORS WITH BOLTS THROUGH ROOF TO 1-5/8" X 1-5/8 x 10' LONG 14 GA. GALVANIZED UNISTRUT SPANNING THREE ROOF PANELS. PROVIDE DOUBLE NUTS ON EACH BOLT. 15.606 CONDENSATE DRAIN; PITCH DRAIN LINES DOWN APPROXIMATELY 1" PER 10' TOWARD DRAIN. PROVIDE COPPER PIPING WITH ELECTRIC HEAT TAPE AND INSULATION ON ALL CONDENSATE LINES EXPOSED TO FREEZING TEMPERATURES. 15.607 SEE REFRIGERATION SCHEDULE FOR EVAPORATOR TYPES, SIZES, AND CAPACITIES; CONTROL METHOD; AND ALL REFRIGERATION PIPING SIZES, ETC. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE DRAIN CONNECTION SAME SIZE AS CASE OUTLET, AND END OVER FLOOR DRAIN W/AIR GAP; PITCH DRAINS 1" PER 10'. 15.610 PROVIDE 0.20" PVC JACKET ON ALL REFRIGERATION LINES EXTERIOR TO BUILDING. 15.614 THE CONTRACTOR SHALL UTILIZE EXISTING EXTERIOR WALL OPENING AS INDICATED WHEN POSSIBLE. IF LARGER OPENING IS REQUIRED THE CONTRACTOR SHALL REINFORCE THE WALL AS NECESSARY, CUT THE WALL FOR THE REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN HOOD. THE CONTRACTOR SHALL SEAL THE WALL OPENING WITH FOAM AS SOON AS THE PIPING THROUGH THE WALL OPENING IS COMPLETE. Li o �- O� �- V) JFZ qm EZ�d W Q3 a¢r$ox. , maNk6poawvt6<Ucm.� w a w Z amu6o°Woo"ow W� Q zr°J,00�a wwo-)(A -� mW:o!oa qvL'j W��wa w W No Cv Nw W NW02T'5yoao FDe�0S5°an%wwa� ISSUE BLOCK ZL 03-06-09 ADDENDUM #3 /4\ 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: >o0 — 0 O D 192 PROTO CYCLE: N 00 ©nF - cm 02-06-09 2o o l I C'= "� 0 O O � _� c I� 0 Lo Lo 0 �' I— 0Q z W r a M N dj F¢ O � V 1 CS), O ?C � � �cnd W z 0 z O ISSUE BLOCK ZL 03-06-09 ADDENDUM #3 /4\ 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: a w A O D 192 PROTO CYCLE: 0 � cm 02-06-09 0 0 0 O � 44 � 0 0 W r a C� 0 O � V I � a O � � z O ISSUE BLOCK ZL 03-06-09 ADDENDUM #3 /4\ 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 Hill PHOENIX Store / Cust: WAL*MART 192-2002 SUPERCENTER 208/60/3 STANDBY MCA 24 MOPD 30 Page 1 of 4 ��/A�-MART VV 709 SIGMAN ROAD Location: SANFORD, FL 3-5-09 JAM Changed A3 from Spare & A4 from N5FG PSE CONNECTED 453 CONYERS, GEORGIA 30208 Store #: 3207 Original issue date: 1-6-03 [HOUSE RACK A 1 # / Stores Inc. (770)285-3100 Fax: (770)285-3076 Job #: MS20990 Original issue date: 1-6-03 Sys No Size Model Prato Directory: 12-31-01 Printed on: 3-5-09 MBTUH SST 'F Prepared By: NICK SHOCKLEY Date: 4-10-02 Field Connection: Q Horizontal, Vertical Rev. I Date B y. Revision; By: 460/60/3 MAIN 208/60/3 STANDBY MCA 24 MOPD 30 0 6-18-08 CCE Rev 0 MCA 487 1 2-11-09 JZ Changed A7,All from 14 dr to 9 dr N5FG; A8,Al2 from 17 dr to 12 dr N5FG PSE MOPD 500 3-5-09 JAM Changed A3 from Spare & A4 from N5FG PSE CONNECTED 453 Rev. Date By: Revision: MOPID Hill PHOENIX 0 6-18-08 CCE Rev 0 Store / Cust: WAL*MART 192-2002 SUPERCENTER Page 3 of 4 709 SIGMAN ROAD Location: SANFORD, FL 031MB; C6 from 8 NFF; Cl l from 12'2 NFJ E; CONYERS, GEORGIA 30208 Store #: 3207 Original issue date: 1-6-03 Sys No Size Model Heat Exchr. Expan Valve Dist Noz Application MBTUH SST 'F Type Of Fans Defrost Amps Vol s 0 Defrost Refrig. Valves Est. Amps o s 0 Suction -lenqt Trunk Horiz Suction Trunk Bran Riser Horiz Bran Riser Liquid Main Bran. Al 17x3Ox10 2 LLE136C EGSE1 Z G 1 BAKERY FREEZER 27.3 -10 ELEC 8.8 208/1 23.0 208/3 ME9 SORIT15 123 1 5/8 PRODUCE COOLER BAKERY COOLER 1 1/8 7/8 5 8 1 2 A2 I 10xl 5x10 SME130B EGSE1 Z L 1 DELI FREEZER 13.2 -10 ELEC 3.3 208/1 15.7 208/1 ME6 SORITI 2 213 1 1 3/8 +15 OC 3.5 115/1 ME14 SORIT15 7/8 1/2 5/8 A3 14 DOORS **RL 1 1/8 7/8 FROZEN FOOD DOORS 16.8 -14 ELEC 20.5 115/1 29.1 208/3 **ME6 **SORIT15 140 1 1/8**:* 23.2 7 8** * 1 2*** A4 6 DOORS **RL -23 ELEC "3.8 115/1 7/8 FROZEN SEAFOOD DOORS 7.2 -14 ELEC 8.8 115 1 20.2 208/1 ME6 SORIT12 57 1 1/8 M.T. CAKE 5/8 1 2 A5 17 DOORS N5FG 3/8 B8 18xl9xl2 M D REACH -IN FREEZER 28.9 -17 ELEC 12.0 115/1 39.1 208/3 ME6 SORIT15 157 1 5/8 ME9 SORIT12 1 3/8 1 1/8 5/8 8.7 A6 14 DOORS N5FG 346 1 M D REACH -IN FREEZER 23.8 -17 ELEC 1 9.8 115/1 33.4 208/3 ME6 SORIT15 157 1 3/8 C7 24' OHMH 1 1 8 1 2 *A7 9 DOORS N5FG +15 OC 5.0 115/1 ME14 SORIT15 M D REACH -IN FREEZER 15.2 -17 ELEC 6.2 115/1 29.7 208/3 ME6 SORIT15 197 1 3/8 SSE3C L2 1/2 .1/2 1 1/8 1/2 +25 *A8 12 DOORS N5FG FRESH MEAT 28.7 M D REACH -IN FREEZER 20.3 -17 ELEC 8.5 115/1 33.4 1208/3 ME6 SORIT15 197 1 5/8 1 1 1/8 5/8 C9 36' A9 17 DOORS N5FG +250C +21 M D M D REACH -IN FREEZER 28.9 -17 ELEC 12.0 115/1 39.1 208/3 ME6 SORIT15 157 1 5/8 ME6 A8113-1 1/8 1 1 8 q13 1 1 1/8 5/8 5/8 A10 14 DOORS N5FG 05DM EBFSE-C-C M D REACH -IN FREEZER 23.8 -17 ELEC 9.8 115/1 33.4 208/3 ME6 SORIT15 157 1 3/8 5 8 1 1/8 1/2 5 *All 19 DOORS N5FG Cll 8' ENDS M D REACH -IN FREEZER 15.2 -171 ELEC 6.2 115/1 29.7 208/3 ME6 SORIT15 197 1 3/8 151 7 1 1/8 1/2 ** *Al2 12 DOORS N5FG *MODIFIED CIRCUIT M D REACH -IN FREEZER 20.3 -171 ELEC 8.5 115/1 33.4 208/3 ME6 SORIT15 190 1 5/8 26.7 208/3 ME6 SORIT12 114 1 1/8 5/8 A13 5./8**** 1/2 NEW SPARE C13 24' 05DM F RACK B 1 2 3 4 1 5/8 36.7 +15 OC 4.0 115/1 ME14 SORIT15 7/8 1 5/8 06DR725 06DR228 06DR337 06ER750 Suction Tem 11 8 5/8 Size 1 5/8 C14 36' 05DM M D DELI 55.1 +15 OC 6.0 115/1 1 ME19 SORIT20 SCA SWEP B80x2O STAGE 1 EBFSE-B-C RACK A SUBCOOLER 88.0 +47 7/8 67.9 ME6 A81113-1 3 8x1 3/8 1 3 8 Suction Temp. 5/8 COFFINS W ENDS 6.1 +17 ELEC "3.2 115/1 STAGE 2 SSE -4-C SUBCOOL LIQUID TO 60' 7/8**** Drain Regulator l./2**** ME14 Horsepower/RPM 2 2.5 C16 28' 05DM 15 Re 'd. MBTUH Main IM/D DAIRY STAGE 3 BOTH FROM RACK B ME19 SORIT15 212 15/8 5.031.0 8.2 49.5 1 3/8 7/8 Sure Bull Valve 13/8 C17 36' **N6DHPMR **NEW CASE OR VALVE REAR LOAD DAIRY 52.5 +26 OC 3.3 115/1 ME14 **SORIT20 249 2 l./8**** Contactor 25A 1 1/8 7/8 25A 25A 25A 40A *MODIFIED CKT ***CHANGE COMPRESSOR Al FROM 06DR725; COMP BRKR, CNTR, & WIRING COPPER AS NOTED BELOW M.T. COFFIN ENDS 2.8 +17 ELEC "1.6 115/1 13.0 208/1 ME6 SORIT12 194 1/2* Subcooling factor Kit Number Model No: I PS4105LRAD 1 2 3 F RACK A 4 Head Fan C19 15' General Specifications Refrigerant Type R -404A Discharge Manifold Size 2 1/8 DELI Liquid Line Size 1 3 8 +19 OC 2.6 115/1 **ME9 **SORIT15 Compressor ***06ER45006DR228 06DR228 06DR337 YES 7/8**** Suction Tem -17 Oil Separator S -5294H Length Manif Size 1 5/8 - INCLUDES ANTI -SWEAT Kit Number 1 STEP Defrost MCA 208 NEW PIPING**** 90% PID 340 Sat. Suction Temp. Desu erHeat ValveINO Disch. Check Valve 1 5/8 2 Drier Sig. 3 CORE 1 3/8 Capacity MBTUH 88.8 49.0 49.0 64.1 INO NO NO NO Condensing Temp 110 Disch. Regulator N/A 06DR337 Master Sol N/A Condenser/Split Suction Tem Suction Temp. -17 -17 -17 -17 2 5/8 Outside Air Temp. 100 Bypass Regulator ORD -4-20 Drain Regulator A8113-1 1/8 x 1 5/8 Horsepower/RPM 15 7.5 7.5 10 Drier Sig. Re 'd. MBTUH Main 240.9 Condenser Supply 1 5 8 LOCATED ON SUCTION AND LIQUID LINES Sure Solenoid ME34 110.8 125.8 RLA LRA .33.9/150 17.899.0 17.8/99.0 19.9/114.0 Inverter - Re 'd. MBTUH Sat. N/A Condenser Return 1 5/8 Sure Ball Valve 1 3/8 +15 +15 Circuit Breaker ***50A 30A 30A 30A ORD -4-20 Drain Avail. MBTUH Main 251.0 1/8 x 2 5/8 Sure Check Valve 1 3/8, 7.5 10 Contactor ***40A 25A 25A 25A 2 5/8 Avail. MBTUH Sat. Sure Heat Reclaim ME42 * CROT-6 30/110 TO BE INSTALLED IN SORIT * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 2 1/8 RLA LRA Wire SizeAWG .***#8 #10 #10 10 Re 'd. MBTUH Sat. Condenser Return Subcooling factor Kit Number Sure Ball Valve 21/8 Receiver Head Fan NO NO NO NO Avail. MBTUH Main Total Re'. Heat MBH 321.7 Water Air WATER Sure Horiz Vert VERTICAL Crankcase Heater YES YES YES YES 25A 25A ADJUSTED THR 50A Heat Reclaim Valve 12D13B Heat Reclaim Dia. x Length 16 X 60 Unloader 1 STEP - - 1 STEP Wire Size AWG 10 Defrost MCA 208 #10 Isol. Valve To 1 5Z8 Check Valve From 1 5/8 Lbs 090% PD 340 Desu erHeat ValveNO NO NO NO Evaporator MCA 208 Head Fan Isol Valve From 1 5/8 1 Est. e . c are - Total Re'. Heat MBH 873.4 Water Air Desu erHeat Sol INO NO NO NO VERTICAL Notes Crankcase Heater YES YES YES YES YES ADJUSTED THR Condenser/Split 50 50 - Suction 1 2 20 X 60 * 3/8" FILTER W ISOL IN OIL RETURN LINE OFF OIL RESERVOIR Unloader 1 STEP - 1 STEP - Model # BRH066C 10 FPI Isol. Valve To Evap. Tem - * ALL SOLENOID VALVES TO HAVE SCHRAEDER VALVES ON ` OUTLET Desu erHeat ValveNO NO T.D. 10.5 1140 RPM MOTORS Line Size 3 1 8 Isol Valve From * 3/8" CHARGING VALVE LOCATED ON SUCTION AND LIQUID LINES PRIOR TO DRIER OR FILTER Ref---F-c-ire - FLA 14.0 460/60 3 Desu erHeat Sol Manif. Size 31 INO NO * MOUNT SIGHT GLASS VERTICALLY Notes Max. Overcur Prot. Filter „BRS 3 1 Z8 Condenser/Split 50 50 - Suction 1 2 3 * 3/8" FILTER W ISOL IN OIL RETURN LINE OFF OIL RESERVOIR Wei ht Accum. A-12318 Model # BRH132C 10 FPI Evap. Tem +11 * ALL SOLENOID VALVES TO HAVE SCHRAEDER VALVES ON OUTLET Inverter Notes * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 1140 RPM MOTORS Line Size 3 1/8 1 Solenoid OE -42 OE -42 * CROT-6 30/110 TO BE INSTALLED IN SORIT FLA 28.0 460/60/2 Manif. Size 3 1/8 * MOUNT SIGHT GLASS Isol. Valve To 1 5/8 1 5/8 PILOT LINE Max. Overcur Prot. Filter 5" BRS 3 8 Pump Out Sol E3S120 N/A Weight Accum. Isol. Valve From 1 3/8 1 3/8 Inverter - - Check Valve From 1 3/8 1 3/8 * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 Solenoid (2)OE-42 (2)OE-42 Isol. Valve To 2 1/8 Rev. Date By: Revision: MOPID Hill PHOENIX 0 6-18-08 CCE Rev 0 Store / Cust: WAL*MART 192-2002 SUPERCENTER Page 3 of 4 709 SIGMAN ROAD Location: SANFORD, FL 031MB; C6 from 8 NFF; Cl l from 12'2 NFJ E; CONYERS, GEORGIA 30208 Store #: 3207 Original issue date: 1-6-03 16'2 NFJ E; added 15 CW2U to spare C19 PSE (770)285-3100 Fax: (770)285-3076 Job #: MS20990 C17 from 24 RACK C2 HOUSE # / 5-1-09 Proto Directory: 12-31-01 Printed on: 3-5-09 to 36 N6DHPMR. PSE Prepared By: NICK SHOCKLEY Date: 4-10-02 Field Connection: Horizontal, Vertical Rev. Date By: Revision: MOPID 500 0 6-18-08 CCE Rev 0 Defrost Refrig. Valves Amps Volts/0L Liquid uc ion Est. length 1 2-11-09 JZ Changed Cl from 16 031MB; C6 from 8 NFF; Cl l from 12'2 NFJ E; Bran Riser Cl 15' C12, C15, & C18 from 16'2 NFJ E; added 15 CW2U to spare C19 PSE 3-5-09 1 JAM 1 Changed C17 from 24 05DR PSE 5-1-09 IJZ IChanged C17 from 12 to 36 N6DHPMR. PSE 460/60/3 MAIN MCA 459 MOPID 500 CONNECTED 448 WAL-MART Stores Inca 208/60/3 STANDBY MCA 24 MOPID 30 LIQ UID MAIN Hill PHOENIX 709 SIGMAN ROAD CONYERS, GEORGIA 30208 (770)285-3100 Fax: (770)285-3076 Rev. Date By: Revision: 0 6-18-08 CCE Rev 0 1 2-11-09 JZ Changed B2 from 17 Added 2 dr RL to B3 3-5-09 JAM Changed B10 from Spare Sys No Size Model Heat Expan Exchr. Valve Dist Noz Application MBTUH SST Type Of Fans 'F Defrost Amps o s Defrost Refrig. Valves Amps Volts/0L Liquid uc ion Est. length Trunk Horiz Suction Trunk Bran Riser Horiz Bran Riser Liquid Main Bran. Suction Trunk Bran Riser Horiz Bran Riser Cl 15' **CWU2-GE-90 N5FG DELI ISLAND 21.0 +19 OC 2.6 115/1 ME9 SORIT15 271 1 5/8 1 3/8 5/8 1 1/8 7/8 2.0 1 1 M D REACH -IN I.C. DOORS C2 9xl5xl0 SM102A HXR100 EGSE1 C L 1 DELI COOLER 10.5 + 251 OC 4.2 115/1 ME6 SORIT12 278 11 PRODUCE COOLER BAKERY COOLER 1/8 FROZEN BAKERY DOORS 2.5 5/8 1 2 1 3/8 1 1/8 1/2**** C3 20' 05DM SME1308 5/8 1 M D DELI 30.6 +15 OC 3.5 115/1 ME14 SORIT15 291 11 EGSE2C 5/8 1/2 85 12' ENDS 1 1/8 7/8 17.4 208/1 DUAL TEMP COFFIN W ENDS 10.7 C4 36' TLD 7 8 SERVICE DELI 23.2 +26 OC 3.1 115/1 1 ME6 ISORIT12 256 1 3/8 10.7 -23 ELEC "3.8 115/1 7/8 1/2 13.4 7/8**** 1/2 C5 24' B31 -UN 111 1 1/8 M.T. CAKE 24.0 +18 OC 3.2 115/1 ME9 SORIT12 239 1 3/8 B8 18xl9xl2 BML250C 1 1/8 5 8 23.1 -20 ELEC 5.4 208/1 C6 8' **N6DHPMA ME9 SORIT12 1 3/8 IM/D DAIRY 8.7 +26 OC 0.7 115/1 ME6 SORIT12 346 1 1/8**** 1 5/8 1 3/8 5./8**** 1 2**** **RL MEAT COOLER M D DAIRY M D DAIRY C7 24' OHMH 10.8 -14 ELEC 13.2 115/1 IM/D FRESH MEAT 34.4 +15 OC 5.0 115/1 ME14 SORIT15 104 1 5/8 1/2 7/8 HXR150 SSE3C L2 1/2 .1/2 C8 20' OHMH +25 OC 21.0 115/1 M D FRESH MEAT 28.7 +15 OC 4.5 115/1 ME9 SORIT15 82 1 3/8 7/8 SCA 15/8 RACK - A SUBCOOLER 88.0 C9 36' OHMH 1 3/8 +250C +21 M D FRESH MEAT 51.7 +15 OC 7.5 115/1 ME19 SORIT20 25 1 5/8 +47 ME6 A8113-1 1/8 1 1 8 q13 7 8 5/8 HXR150 C10 24' 05DM EBFSE-C-C SUBCOOL LIQUID TO 60' M D DELI 36.7 +15 OC 4.0 115 1 ME14 SORIT15 97 1 5 8 STAGE 3 BOTH 5 8 Cll 8' ENDS **FW FWE M.T. COFFINS W ENDS 6.1 +17 ELEC "3.2 115 1 18.1 208 3 ME6 SORITI2 151 7 8**** ** 1/2 *MODIFIED CIRCUIT C12 16' ENDS **FW FWE M.T. COFFINS W ENDS 9.4 +17 ELEC "5.1 115/1 26.7 208/3 ME6 SORIT12 114 1 1/8 5./8**** 1/2 NEW PIPING**** C13 24' 05DM F RACK B 1 2 3 4 M D DELI 36.7 +15 OC 4.0 115/1 ME14 SORIT15 145 1 5/8 06DR725 06DR228 06DR337 06ER750 Suction Tem 11 8 5/8 Size 1 5/8 C14 36' 05DM M D DELI 55.1 +15 OC 6.0 115/1 1 ME19 SORIT20 169 2 1/8 Capacity MBTUH 27.8 34.3 1 3/8 7/8 67.9 Condensing Temp 110 Disch. Regulator N/A C15 8' ENDS **FW FWE Suction Temp. M.T. COFFINS W ENDS 6.1 +17 ELEC "3.2 115/1 18.1 208/3 ME6 SORIT12 172 7/8**** Drain Regulator l./2**** 1/2 Horsepower/RPM 2 2.5 C16 28' 05DM 15 Re 'd. MBTUH Main IM/D DAIRY 40.0 +20 OC 5.0 115/1 ME19 SORIT15 212 15/8 5.031.0 8.2 49.5 1 3/8 7/8 Sure Bull Valve 13/8 C17 36' **N6DHPMR 10A 10A REAR LOAD DAIRY 52.5 +26 OC 3.3 115/1 ME14 **SORIT20 249 2 l./8**** Contactor 25A 1 1/8 7/8 25A 25A 25A 40A Avail. MBTUH Sub. C1$ 2 **FWE INO M.T. COFFIN ENDS 2.8 +17 ELEC "1.6 115/1 13.0 208/1 ME6 SORIT12 194 1/2* Subcooling factor Kit Number 1/2**** 1/2 Head Fan C19 15' **CWU2-GE-90 NO DELI ISLAND 21.0 +19 OC 2.6 115/1 **ME9 **SORIT15 139 1 .3/8**** Crankcase Heater YES YES YES 7/8**** 5/8**** ADJUSTED THR Heat Reclaim Valve 16D17B Dia. x Length **NEW CASE OR VALVE Unloader - - INCLUDES ANTI -SWEAT I 1 STEP Defrost MCA 208 NEW PIPING**** 90% PID 340 Desu erHeat ValveINO ' Model No: IPS525SMRAD -1 2 3 RACK C 4 5 - - General Specifications Discharge Refri erant Type R -404A Manifold Size 31 8 - MOTORS Liquid Line Size 21 8 NO INO NO NO NO } Compressor 06DR228 06DR228 06DR337 06EM450 06EM775 Condenser/Split Suction Tem +15 Oil Separator S -5203H Suction 1 2 Manif Size 2 5/8 Model # Kit Number p. Tem - +47 * ALL SOLENOID VALVES TO HAVE SCHRAEDER VALVES ON OUTLET Sat. Suction Temp. - Disch. Check Valve 2 5/8 T.D. Drier Sig. 4 CORE 21 8 * 3/800 CHARGING VALVE LOCATED ON SUCTION AND LIQUID LINES Capacity MBTUH 83.7 83.7 110.8 125.8 196.9 Condensing Temp 115 Disch. Regulator N/A Inverter - Master Sol N/A Max. Overcur Prot. Filter Suction' Temp. +15 +15 +15 +15 +15 Weight Outside Air Temp. 100 Bypass Regulator ORD -4-20 Drain Regulator A82B-2 1/8 x 2 5/8 Horsepower/RPM 7.5 7.5 10 15 25 Re 'd. MBTUH Main 499.2 Condenser Supply 2 5/8 Sure Solenoid ME42 * CROT-6 30/110 TO BE INSTALLED IN SORIT * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 2 1/8 RLA LRA 17.8/99.0 17.8/99.0 19.9/114.0 33.9/150.0 45.7/210.0 PILOT LINE Re 'd. MBTUH Sat. Condenser Return 2 5/8 Sure Ball Valve 21/8 E3S120 N/A Circuit Breaker 30A 30A 30A HH83XA463 HH83XA426 Avail. MBTUH Main 600.8 1 3/8 Sure Check Valve 2 1/8 Contactor 25A 25A 25A 40A 50A Avail. MBTUH Sat. Heat Reclaim Wire Size AWG 10 #10 #10 #8 #6 Check Valve From 1 5/8 Subcooling factor Kit Number Receiver Head Fan NO NO NO NO NO Total Re'. Heat MBH 873.4 Water Air Horiz Vert VERTICAL Crankcase Heater YES YES YES YES YES ADJUSTED THR - Heat Reclaim Valve Dia. x Length 20 X 60 Unloader 1 STEP - 1 STEP - 1 STEP Defrost MCA 208 Isol. Valve To Lbs ® 90% PID 530 Desu erHeat ValveNO NO NO NO NO Eva orator MCA 208 Isol Valve From Est. Ref---F-c-ire - ' Desu erHeat Sol NO INO NO INO NO Notes Condenser/Split 50 50 - Suction 1 2 3 * 3/8" FILTER W ISOL IN OIL RETURN LINE OFF OIL RESERVOIR Model # BRH132C 10 FPI Evap. Tem +11 * ALL SOLENOID VALVES TO HAVE SCHRAEDER VALVES ON OUTLET T.D. 14.2 1140 RPM MOTORS Line Size 3 1/8 1 * 3/8" CHARGING VALVE LOCATED ON SUCTION AND LIQUID LINES PRIOR TO DRIER OR FILTER FLA 28.0 460/60/2 Manif. Size 3 1/8 * MOUNT SIGHT GLASS VERTICALLY Max. Overcur Prot. Filter 5" BRS 3 8 Weight Accum. A-12318 Inverter - - Notes * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 Solenoid (2)OE-42 (2)OE-42 Isol. Valve To 2 1/8 2 1/8 > Pump Out Sol E3S120 N/A Isol. Valve From 1 5/8 1 5/8 Check Valve From 1 5$ 1 5/8 LIQ UID MAIN Hill PHOENIX 709 SIGMAN ROAD CONYERS, GEORGIA 30208 (770)285-3100 Fax: (770)285-3076 Rev. Date By: Revision: 0 6-18-08 CCE Rev 0 1 2-11-09 JZ Changed B2 from 17 Added 2 dr RL to B3 3-5-09 JAM Changed B10 from Spare Store / Cust: WAL*MART 192-2002 SUPERCENTER Page 2 of 4 Location: SANFORD, FL Store #: 3207 Original issue date: 1-6-03 HOUSERACK 1 B Job #: MS20990 # / Prato Directory: 12-31-01 Printed on: 3-5-09 Prepared By: NICK SHOCKLEY Date: 4-10-02 Field Connection:XQ Horizontal,Vertical dr; B3- from 6 NFL; B5 from 24 NFJ; B6 from 2 NFJE; B7 from 24 ENDS NFJ E PSE PSE Revision. WA L - M A R T Stores Inc. Hill PHOENIX Sys No Size Model Heat Exchr. Expan Valve Dist Noz Application MBTUH SST Type Of Fans 'F Defrost Amps Vo s Defrost Refrig. Valves Est. m s o s Liquid uc ion len th Trunk Horiz Suction Trunk Bran Riser Horiz Bran Riser Liquid Main Bran. B1 17 DOORS N5FG D1 36' N6DL *D2 24' N6DL 1500 M D REACH -IN I.C. DOORS 29.8 -25 ELEC 12.0 115/1 39.2 208/3 ME9 SORIT15 129 1 5/8 Field Connection:X❑ Horizontal, ❑ Vertical 1 3/8 5/8 *B2 12 DOORS N5FG 2.0 1 1 M D REACH -IN I.C. DOORS 21.0 -25 ELEC 8.5 115/1 33.4 208/3 ME9 SORIT15 167 1 5/8 Z 1 3/8 5/8 B3 2 DOORS **RL PRODUCE COOLER BAKERY COOLER 19.0 10.0 FROZEN BAKERY DOORS 2.5 -22 ELEC "2.9 115/1 6.7 208/1 ME6 SORIT12 118 5/8**** 1 3/8 1 1/8 1/2**** l./2**** 84 9xl8x10 SME1308 5/8 1 EGSE1 Z L 1 SEAFOOD FREEZER 13.7 -10 ELEC 3.3 208/1 15.7 1 208/1 ME6 SORIT12 59 1 1/8 EGSE2C 7/8 1/2 85 12' ENDS **FW FWE ELEC 3.3 +208/1 17.4 208/1 DUAL TEMP COFFIN W ENDS 10.7 -23 ELEC "3.8 115/1 21.3 208/3 ME6 SORIT15 DT 114 17/8**** 7 8 7/8**** 1/2 B6 12' ENDS **FW FWE DUAL TEMP COFFIN W ENDS 10.7 -23 ELEC "3.8 115/1 21.3 208/3 ME6 SORIT12 DT 79 7 8 13.4 7/8**** 1/2 B7 112' ENDS **FW FWE 111 1 1/8 LOW TEMP COFFIN W ENDS 10.7 -23 ELEC "3.8 115/1 21.3 208/3 ME6 SORIT15 62 1 1/8**** 2 7/8**** 1/2 B8 18xl9xl2 BML250C HXR250A SSE3C EGSE2Z E 2 ICE CREAM FREEZER 23.1 -20 ELEC 5.4 208/1 23.2 208/3 ME6 SORIT12 160 1 5/8 ME9 SORIT12 1 3/8 5/8 B9 18x44x12 2 BML220C EGSE1 1 2Z E 2 GROCERY FREEZER 38.9 -10 ELEC 7.2 208/1 32.0 208/3 ME9 SORIT12 200 1 5/8 1 3/8 1 1/8 1/2 B10 9 DOORS **RL MEAT COOLER M D DAIRY M D DAIRY 36.0 8.5 50.8 FROZEN FOOD DOORS 10.8 -14 ELEC 13.2 115/1 30.3 208/1 **ME6 **SORIT12 112 1 1/8**** 1 5/8 7/8**** 1/8 -5/8 7/8**** 1 2**** 3/8 5/8 1/2**** 7/8 1 1/2 Dll 29x66xll (2)ADT260A HXR150 SSE3C L2 1/2 .1/2 DAIRY COOLER 52.0 +25 OC 21.0 115/1 ME19 SORIT20 253 2 1/8 "INCLUDES ANTI -SWEAT 1 1/8 7/8 SCA 1/2 RACK - A SUBCOOLER 88.0 +47 B. V. B. V. 1 3/8 +250C +21 21.0 115/1 OC 5.4 115/1 5/8 SCB SWEP B80x2O STAGE 1 EBFSE-A-C RACK B SUBCOOLER 61.6 +47 ME6 A8113-1 1/8 1 1 8 1 1/8 5/8 HXR150 EGSE2C STAGE 2 EBFSE-C-C SUBCOOL LIQUID TO 60' +25 OC 1 10.8 115/1 ME9 **ME14 **SORIT20 291 1 5/8**** 1 1/8**** 7/8**** 7/8**** STAGE 3 BOTH 1/2*** *MODIFIED CIRCUIT **NEW CASE OR VALVE NEW PIPING**** Model No: PS715SLRAD3S4 1 SC2 SC3 F RACK B 1 2 3 4 General Specifications Discharge Refrigerant Type R - 404A Manifold Size 2 1/8 Liquid Line Size 13/8 Compressor ZS15K4E ZS19K4E ZS30K4E 06DR725 06DR228 06DR337 06ER750 Suction Tem -25 Oil Separator S -5294H Manif Size 1 5/8 Kit Number *MODIFIED CIRCUIT Sub. Suction Temp. +47 Disch. Check Valve 1 5/8 Drier Sig. 3 CORE 1 3/8 Capacity MBTUH 27.8 34.3 53.6 28.8 38.1 51.3 67.9 Condensing Temp 110 Disch. Regulator N/A Master Sol N/A Suction Temp. +47 +47 +47 -25 -25 -25 -25 Outside Air Temp. 100 Bypass Re ulator ORD -4-20 Drain Regulator A8113-1 3/8 x 1 5/8 Horsepower/RPM 2 2.5 4 6.5 7.5 10 15 Re 'd. MBTUH Main 1,9 Condenser Supply 1 5 8 Sure Solenoid ME34 - RLA LRA 4.3/27.0 5.031.0 8.2 49.5 14.1/80.0 17.8/99.0 19.9/114.0 33.9/150.0 Re 'd. MBTUH Sub. 149.6 Condenser Return 1 5/8 Sure Bull Valve 13/8 #10 NO YES - NO Circuit Breaker 10A 10A 15A 20A 30A 30A HH83XA463 Avail. MBTUH Main 186.1 Surge Check Valve 1 378 Receiver Horiz Vert Dia. x Length Lbs @ 90% PID Est. Re . c ar e Contactor 25A 25A 25A 25A 25A 25A 40A Avail. MBTUH Sub. 5.7 Heat Reclaim INO INO Wire Size AWG 14 #14 #14 #12 10 #10 #8 Subcooling factor Kit Number Receiver Head Fan NO NO NO YES YES YES YES Total Re'. Heat MBH Water Air WATER Horiz Vert VERTICAL Crankcase Heater YES YES YES YES YES YES YES ADJUSTED THR Heat Reclaim Valve 16D17B Dia. x Length 16 X 60 Unloader - - - 1 STEP - - 1 STEP Defrost MCA 208 Isol. Valve To 2 1 8 Lbs ® 90% PID 340 Desu erHeat ValveINO NO NO NO NO NO NO Evaporator MCA 208 Isol Valve From 1 5/8 Est. Ref. care - MOTORS Desu erHeat Sol INO NO INO NO NO NO NO Notes Condenser/Split 50 50 - Suction 1 2 * 3/8" FILTER W ISOL IN OIL RETURN LINE OFF OIL RESERVOIR Model # 3RHO80CEva p. Tem - +47 * ALL SOLENOID VALVES TO HAVE SCHRAEDER VALVES ON OUTLET Weight T.D. 6.7 1140 RPMOTORS Line Size * 3/800 CHARGING VALVE LOCATED ON SUCTION AND LIQUID LINES PRIOR TO DRIER OR FILTER FLA 10.6 460/60/ Manif. Size 3 1/8 1 8 * MOUNT SIGHT GLASS VERTICALLY Inverter - - Max. Overcur Prot. Filter 1 * TRAX OIL HIGH PRESSURE OIL SYSTEM ON SCROLLS 10438 Weight Accum. A-10 S-7065 Solenoid (2)OE-42 (2)OE-42 Inverter Notes Solenoid OE -42 OE -42 * CROT-6 30/110 TO BE INSTALLED IN SORIT * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 2 1/8 Isol. Valve To 1 5/8 1 5/8 PILOT LINE Pump Out Sol. E3S120 N/A Pump Out Sol. E3S120 N/A Isol. Valve From 1 3/8 1 3/8 Check Valve From 11 3/8 1 3 8 Isol. Valve From 1 5/8 15/8 Rev. Date B y Revision. 0 6-18-08 Hill PHOENIX Store / Cust: WAL*MART 192-2002 SUPERCENTER Page 4 of 4 709 SIGMAN ROAD Location: SANFORD, FL Dl l,D12 from 2 ADT260A to 2 ADT312A; added 24 HQD6L3 to D13; added 2 ADT260A to D14 PSE CONYERS, GEORGIA 30192 (770)285-3100 Fax: (770)285-3076 Store #: Job 3207 MS20990 Original issue date: 1-6-03 HOUSE #2/RACK D Liquid Main Bran. #: PSI D1 36' N6DL *D2 24' N6DL 1500 Prato Directory: 12-31-01 Printed on: 3-5-09 57.0 38.0 Prepared By. NICK SHOCKLEY Date: 4-10-02 Field Connection:X❑ Horizontal, ❑ Vertical 1500 ME19 SORIT20 ME19 SORIT20 207 126 2 1/8 2 1/8 2.0 Rev. Date B y Revision. 0 6-18-08 CCE Rev 0 1 2-13-09 JZ Changed D2 from 36 to 24'; D9 from 36 05DM to 8 N6DHPMA; D10 from 36 05DM to 48 N6DHPMA; Defrost Amps Vols Refrig. Valves 'iq 6 'ia Suction Dl l,D12 from 2 ADT260A to 2 ADT312A; added 24 HQD6L3 to D13; added 2 ADT260A to D14 PSE 3-5-09 JAM Reduced Dairy Cooler size and modified eva s PSE WAL-MART Stores Inc. TYPE PIPING RUN Sys No Size Model Heat Exchr. Expan Valve Dist Noz Application MBTUH SST 'F Type Of Fans Defrost Ams Defrost Amps Vols Refrig. Valves 'iq 6 'ia Suction Est. -lenqt Trunk Horiz Suction Trunk Bran Riser Horiz RISER Bran Riser Liquid Main Bran. 1.0 PSI D1 36' N6DL *D2 24' N6DL 1500 SUCT. TR. HOR M D PRODUCE M D PRODUCE 57.0 38.0 +19 +19 OC 5.4 115/1 OC 3.6 115/1 1500 ME19 SORIT20 ME19 SORIT20 207 126 2 1/8 2 1/8 2.0 1 1 5/8 5/8 PSI 7/8 7/8 1500 LIQ. MAIN Z 4.0 D3 17x22xl2 WK21OA D4 7xl4xl0 WK100A HXR250A EGSE2C HXR100 EGSE1 C E2 1/2 L 1 PRODUCE COOLER BAKERY COOLER 19.0 10.0 +25 +25 OC 8.4 115/1 OC 4.2 115 1 4.0 ME9 SORIT12 ME6 SORIT12 192 226 1 3/8 1 1/8 100 748 5/8 Z 5/8 1 2 0 D5 12x18xl0 WKE180B HXR100 EGSE2C E 2 MEAT HOLDING 16.5 +20 ELEC 3.3 +208/1 17.4 208/1 ME6 SORIT12 92 1 1/8 7 8 1 2 D6 9xl8xl0 SME130B HXR100 EGSE1 1/2C L1 1/2 SEAFOOD COOLER 13.4 +20 ELEC 3.3 208/1 15.7 208/1 IME6 SORIT12 111 1 1/8 1 7/8 1 2 D7 18x25x10 WK155A HXR250A SSE3C E 2 MEAT PREP 24.6 +34 OC 4.2 115/1 ME9 SORIT12 82 1 3/8 7/8 5/8 D8 18x34x12 2 WKE180B D9 8' **N6DHPMA D10 48' **N6DHPMA HXR150 EGSE2C E 2 MEAT COOLER M D DAIRY M D DAIRY 36.0 8.5 50.8 +20 +26 +2610C ELEC 6.6 2081 OC 0.7 115 1 4.2 115/1 34.8 208/1 ME14 SORIT20 ME19 SORIT20 ME19 SORIT20 62 184 184 12 1 5/8 7/8**** 1/8 1 1/8 7/8 5/8* 1 3/8 5/8 1/2**** 7/8 1 1/2 Dll 29x66xll (2)ADT260A HXR150 SSE3C L2 1/2 .1/2 DAIRY COOLER 52.0 +25 OC 21.0 115/1 ME19 SORIT20 253 2 1/8 1 1/8 1 1/8 7/8 1/2 D12 29x66x11 (2)ADT260A HXR150 D13 48' D6L1-UN/**HQD6L3 SSE3C L2 1/2 1/2 DAIRY COOLER M D BEER 52.0 70.9 +250C +21 21.0 115/1 OC 5.4 115/1 ME19 SORIT20 **ME19 SORIT20 288 184 2 1/8 11 1/8 2 1/8**** 1 1 1 5 8 8**** 7/8 7/8 1/2 D14 17x48x11 ** 2 ADT180A HXR150 EGSE2C L 2 DAIRY COOLER EXPAN 36.0 +25 OC 1 10.8 115/1 **ME14 **SORIT20 291 1 5/8**** 1 1/8**** 7/8**** 7/8**** 1/2*** *MODIFIED CIRCUIT **NEW EVAPORATOR, CASE OR VALVE NEW PIPING**** Model No: IPS425SNtRAD 1 Compressor 06DR228 Kit Number Capacity MBTUH 89.7 Suction Temp. +19 Horsepower/RPM 7.5 RLA LRA 17.8/99.0 Circuit Breaker 30A Contactor 25A 2 06DR228 89.7 +19 7.5 17.8/99.0 30A 25A I I RACK D 3 4 - - 06EM450 06EM775 136.9 213.5 +19 +19 15 25 33.9 150.0 45.7/210. 0 HH83XA463 HH83XA426 40A 50A - General Specifications Refrigerant Type R -404A Suction Tem +19 Sat. Suction Temp. - Condensing Temp 115 Outside Air Temp. 100 Re 'd. MBTUH Main 484.7 Re 'd. MBTUH Sat. Avail. MBTUH Main 529.8 Avail. MBTUH Sat. Discharge Manifold Size Oil Separator Disch. Check Valve Disch. Regulator Bypass Regulator Condenser Supply Condenser Return Heat 3 1 8 S -5203H 2 5/8 N/A ORD -4-20 2 5/8 2 5Z8 Reclaim Liquid Line Size Manif Size Drier Sig. Master Sol Drain Regulator Sure Solenoid Sure Ball Valve Sure Check Valve 2 1/8 25/8 4 CORE 21 8 N/A A8213-2 1 Z8 x ME42 2 1/8 2 1/8 2 5/8 Wire Size AWG 10 Head Fan NO Crankcase Heater YES Unloader 1 STEP Desu erHeat ValveNO #10 NO YES - NO #8 NO YES - NO 6 NO YES 1 STEP INO Subcooling factor Total Re', Heat MBH ADJUSTED THR Defrost MCA 208 Evaporator MCA 208 763.5 - Kit Number Water Air Heat Reclaim Valve Isol. Valve To Isol Valve From Receiver Horiz Vert Dia. x Length Lbs @ 90% PID Est. Re . c ar e VERTICAL 20 X 60 530 - Desu erHeat Sol NO 111NO INO INO Notes Condenser/Split 50 50 - Suction 1 _ 2 3 * 3/8" FILTER W ISOL IN OIL RETURN LINE OFF OIL RESERVOIR Model # BRH106C 10 FPI Evap. Tem +19 * ALL SOLENOID VALVES TO HAVE SCHRAEDER VALVES ON OUTLET T.D. 14.7 FLA 28.0 1140 RPM 460/60/2 MOTORS Line Size Manif. Size 3 1/8 31/8 1 * 3/8" CHARGING VALVE LOCATED * MOUNT SIGHT GLASS VERTICALLY ON SUCTION AND LIQUID LINES PRIOR TO DRIER OR FILTER Max. Overcur Prot. Filter 5" BRS 3 8 Weight Accum. A-12318 Inverter - - Notes * DANFOSS LOW PRESSURE CONTROL - KP2-060-2013 PRS# 10438 Solenoid (2)OE-42 (2)OE-42 Isol. Valve To 2 1/8 2 1/8 Pump Out Sol. E3S120 N/A Isol. Valve From 1 5/8 15/8 Check Valve From 1 5/8 1 5/8 TYPE PIPING RUN PRESSURE MAX. DROP MIN. VELOCITY MAX. FPM MIN. SUCT. BR. HOR 2.0 PSI 0.5 PSI 1500 800 SUCT. BR. RISER 2.0 PSI 1.0 PSI 2500 1500 SUCT. TR. HOR 2.0 PSI 0.5 PSI 1500 800 SUCT. TR. RISER 2.0 PSI 0.5 PSI 2500 1500 LIQ. MAIN Z 4.0 PSI 0.5 PSI 100 60 LI . BR. CQ 4.0 PSI" 0.5 PSI 100 60 ,1, c ��. 80� Gi oz9'��d"Z�*oF-z �FK �vooawcWj���' O �Nao=ww�zcna� Z W0M8ZMBoo-aw W O �WCL 0��jwoa'$Z 0���,ywa�vaW34 otZ<O�LjWwUD00 O 6 Lu NS C�InyoJ2�dUiQa2Q0 ISSUE BLOCK Q 03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: >C) 0 o 192 PROTO CYCLE: ohC F DOCUMENT DATE: 02-06-09 _�F o 0 1 0CD 1ZE :F¢ O �Q O O.__ o, a� ° �n in o Ln�`' 0 o Z 0 O 0 (~ mN 0 � 1 CQ a)�L p O • rLna L- Z 0 w 0 U ISSUE BLOCK Q 03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: a w A 0 o 192 PROTO CYCLE: 0 w DOCUMENT DATE: 02-06-09 0CD �Q O ^� ~ Z o L 0 0 O 0 (~ a� o 0 � CQ w w 0 ISSUE BLOCK Q 03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: LNB PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 THE INFORMATION ON THIS SHEET IS SUPPLIED BY HILL PHOENIX REFRIGERATION SYSTEMS AND DESCRIBES THE COMPRESSOR RACK HOUSES AND ALL REFRIGERATION CIRCUITS. THE EQUIPMENT WILL BE PURCHASED BY WAL-MART, AND IS TO BE INSTALLED BY THE REFRIGERATION CONTRACTOR; REFER TO SPECIFICATIONS. CONTRACTOR SHALL VERIFY ALL INFORMATION BEFORE INSTALLATION WITH HILL PHOENIX REFRIGERATION SYSTEMS. i ... . ......------- y_ I ­-, ------ - ----- --- A-- WITH NEW TYPE 18 EMERGENCY LIGHT OF ADJACENT LIGHTING CIRCUIT. ...... --------- .... .... . .. . ..... . ..... 00 D. IN ANY CASE WHERE EXISTING 0 "EL J I I LT EMERGENCY LIGHTING MEETS THE if CURRENT STANDARDS, ELECTRICAL o CONTRACTOR SHALL REPAIR THE EXISTING SYSTEM (LAMPS, BATTERIES, 7 ul 0 '7 Ll ETC.) AS REQUIRED TO BRING SYSTEM 1-71 BACK INTO PROPER OPERATION. LIGHTING WORK WITH WAL-MART 1".,. T E. COORDINATE ALL EMERGENCY _J A2,1 16.126 TYP CONSTRUCTION MANAGER. F 4_4 =- VERIFY EXACT AIMING AND [x - - --- -------- LOCATION OF LIGHT FIXTURES REMOVE EXISTING CORNICE LIGHTING 7\7 AND ASSOCIATED WIRING, AS DIRECTED RES 2. i F WITH STORE PLANING FIEL D 3u3r1r_114u BUSWAY lu ; .1 I� ­ � i . I BY WAL-MART CONSTRUCTION MANAGER. PROJECT MANAGER AFTER I F)'�`,, �I _L. j- ­ ��\ / I I rAP1 P P 1PK11cZWPr) un Tu P1 I(ZIAIAV 7 Itir: BRUCE HENRY OR RANDY MATTHEWS, (479) 11:17I rmI IDJ FEJ il 71T, I A.' V-- L— -A I ��'J 4r -L- =__r --77- _12 16.148 ROUTE CIRCUIT THROUGH CONTACTOR. T I t-7 7. r- HlPl-� I- A REFER TO POWER AND EMS ONE -LINE 16.148 T_ TAI DIAGRAMS. I /t 10 16.472 FURNISH AND INSTALL NEW CIRCUIT Ii BREAKER (##A -#P) IN EXISTING '1 49-6'0 4p- 5-21' --- ILI 7P-891 3'4 1 C) I 9,9 so to r:,:: A'/ TYPE AND AIC RATINGS OF EXISTING I, TYP% Al F;l PANEL INDICATED. EC SHALL MATCH '19 CIRCUIT BREAKERS. EC SHALL to U W j VERIFY PRIOR TO ROUGH -IN THAT III 11> EXISTING PANELBOARD HAS SPARE <F� CAPACITY TO ACCOMMODATE 16.505; TYP OF ADDITIONAL LOAD. TYP uF P1 16.SO1 REMOVE EXISTING SECURITY LIGHT e5� n SALES FLOOR AREA Jdl, 7 FIXTURES AND REPLACE WITH NEW y, TYPE 11 SECURITY LIGHT FIXTURES. 4 7tf MAINTAIN EXISTING BRANCH r Hf NO= L. ------ � I , � I;., � -F 11 LIGHT FIXTURES SHALL BE L INSTALLED, PRIOR TO BUILDING - L L u BEING PAINTED. 16.S05 VERIFY THAT ALL EMERGENCY LIGHT w" FIXTURES IN THIS AREA ARE IN 1 J d 1 V, TYP OF 8 ij: ----------------------- PROPER WORKING ORDER AND "LIKE- - --- ------NEW CONDITION (CLEAN, I I" 4� — , _ I 7_` - --- J_ .......... - -1 z.-_ . ..... 1 —47 -7 iLl LAMPS ARE 4c=r 12OPERATING, BATTERIES iN GOOD WORKING CONDITION, AND FIXTURE IS -- - ------ FITTED WITH SELF -DIAGNOSTICS), REPAIR OR REPLACE EMERGENCY LIGHT I �GE1 REM1 E 17 Im MAKM . . .......... U 4- Af_) if N - F"I -FIXTURES, -A, fIEQUIR,�D._ T .... ... ... FEEDER SCHEDULE u c Eli MWE k j �11E I _ZL-) I I I I _J 30A -1P, (2)#10, (1)#10G, 1/2" C -7 ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C -T. n �_tntt,U�= _7.1 RATED TERMINATION AND COPPER CONDUCTORS WITH TYPE THHN/ THWN-2 INSULATION. WHERE ALUMINUM CONDUCTORS ARE ALLOWED PER 1.T__,. ._ � ::uz._,_.� :_ � f- -=tea;, .- ate._= _ � I ' SPECIFICATIONS AND FOR TERMINATION OR INSULATION TYPES RATED LESS THAN 75 DEG C, 177, 71. =111771 j MODIFY SIZES ACCORDING TO NFPA 70. 4 4 E1.1 J T.I. =--j-1 E 71 CHECKED BY: KILS DRAWN BY: JCD PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS 1KNOWLEDGE. E1 C 1-6. -13-1 16.163 EDC 1 (ILS 0 4 Ll n << 1-1 H H ----MANAGEMENT--- OS YERCH. U' �O3D UPC =16. S 3 1 u 16.125 TYP T 16.149 I [T I'll 177 [�- WOMEN 6-.T6; 1-6, 10 Yp .41; nn nn OS Ell I �-� Win- I,....I r,� _-� � n n� '_.. BREAKROOM MEN OS 1 L16.129 61 31 FURNISH AND INSTALL HUBBELL ATP1500C OCCUPANCY SENSOR 16.133 WITH UNIT. REAR OFFICE LIGHTING PLAN. PARALLELCU277A CONTROLCONTROL WITH WALL 17 16 .103 TYP 4 i/8,is—ops MOUNTED OCCUPANCY SENSOR. 3 vr�i�v�.ty �.�ry � Grp LI Vrl 1 11V V rLf-'11v GENERAL MERCHANDISE VESTIBULE LIGHTING PLAN 1/891=1P-099 ISSUE BLOCK 14. 10 11 MIT "Al== mm� CHECKED BY: KLS 0 04 > o 0 64 0 00 ,-.A 00 u) r - PROTO CYCLE: O c,:> A 02-06-09 00 0 z Lo un C-) L53 o - 00 zmC) 04 < 0 0 D V) L a- LL. V) z 0 LOW V) ISSUE BLOCK 14. 10 11 MIT "Al== mm� CHECKED BY: KLS DRAWN BY: ,-.A 00 192 PROTO CYCLE: O DOCUMENT DATE: 02-06-09 00 z V) ISSUE BLOCK 14. 10 11 MIT "Al== mm� CHECKED BY: KLS DRAWN BY: JCD PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 RT - W ~ CKs} V) JF- QU LLZtY W p �Qa�- zOwW 0U, ernz- wFv-i�'0 MLgwwviac~.�, arnso° wo aao iaa8aw O � wz_w>-ZN aoLL�wJ- w O vodU. 3c�� a�o� �Z¢Oaoo- ww � Jzaizoo�Q-�.iwaO�nFa aaV . Ww 0ZNa aza= wF °- �w-N0aa� 5wavwi9 Lu ~ �w z�W.oaZTSCL L V,��Ii�NSnwzavwiadwa¢� ISSUE BLOCK 1 03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: >oo- O 00 00 192 PROTO CYCLE: O W w C=) C3 02-06-09 (n c a O Pri oz h7 o%:j- w 0 CO d �CDo =3 c E n M o0)5 _ U) Lr) N V) w o Y.�.- H z o0 m � ai Q • --U I -- U) i o O pOj v O X � F2 I� N Z `w O 5 U z ISSUE BLOCK 1 03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: O W w C=) C3 02-06-09 OO � oz w �CDo O ..z r0 O Q • --U I -- U) i o O � � `w 5 z 0 ISSUE BLOCK 1 03-06-09 ADDENDUM #3 A 05-04-09 CCD #3 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 ., I iH ru3 L2P-17,19 16.W I __ 0 , PD2 _ _ I , 1 P• _ � � I t I I, � 66 � rn � : 4 E c f 11 I 1 r f L2P 2 [....� c I_. Y II- - PD2 ___. _ _�� � E � 1 � L2�'I 36 x Y _ r� _.. r. _... _ C I _1 00 I 5 2A 1. I I Y. 1 _Y 11 J _ _ T LO —._ _ L P I LITE C NDUI ALONG jB CK J 2 If ) l a LAI, �` J . ...._._ __ _........._ _-SHELVING _ _ ._.._..... _.It TY a r ._ _. _.. __ I, a .µ I , w� I - I _ P 1 _.. � z� ( r RIFY L CATI _.1 .. WITH 1," � SORELSP ___ ._..�. _.. _... ___.. r-_� .._,._.._ �16. 57 ANNIN SUPERVISOR. , 7n�—ten "116A 1R W(14 I ��-1R .., ,.,, ._, ,... DDirc- %i�oiricD r: . DRAWN BY: >p0 r- CNc 00 4 / Y � i Lo ) r--, 1 �rr 0 0� 02-06-09 C r i -.r rr vo I I r r: � r 1 1 �r rl r r E r I !r 1,1 E w� r r f + r+ r 1 c v)' r+ o 75 r / u 11x,;;,29 -9 w O v� 0 IN- G-� O0' ! � P 1 D3 C EQUIPMENT -:a ENT m I Q MOUNT RECEPTACLE y CE AC LE AT BAR JOIST AND i PD4 �. 4 �._.__:: �• INSTALL FURNISHED CORD REEL _ r ti L I1 r II a r ;4,41D2-23­ 16.W D2-23 w ,._ 16 .W W p F= Do>- D wz aa,*gwwo 0 c �F- i tip 0 NQJw0 omWmp ul OVa.Rowxwj mw--m >m- z 00Z2 -60:m O a ° w3cu UwpoFZ oo. ZQQOpiwWLI- 0<03E*QU _,ffi~ZnQ wO2P0 w0 w n6 p OF �O�i(w Z�Az' �In iEme ysL,aUaaa IiISSUE BLOCK CHECKED BY: KLS DRAWN BY: >p0 r- CNc 00 00 192 PROTO CYCLE: Acton � 0 0� 02-06-09 C d vo I I O CN11 E w� c v)' r+ o 75 u w O v� 0 IN- G-� O0' 0 0 C/)a m N N Q J ' C 3_c 0 .- V> a z m 0 0 U IiISSUE BLOCK CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: O w 0 0� 02-06-09 00 1.-4 CN11 w� O o L,J o G-� O0' 0 0 C/)a � w z m 0 IiISSUE BLOCK CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 4 I EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. ERLY. NO - ADDITIONAL 0 WITH ALL OTHER DISCIPLINES AND EXISTING COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS. THAT OCCUR DUE TO FAILURE L RE TO FAMILIARIZE ARIZE WORKERS WITH THIS KNOWLEDGE. SHEET: E2. 1 3'-10" or— n„ 05P 2 6 BL1 B I 06 PD - 12 _ _ _....,_._ BL1 B r 05G! PD2 I J 8 Olf BL1 B BL1 B ` 26'-9” _-AA Dl - 40 16.957 - ..,..:_.: 058_,,__ 3 16. W14 TYP O I 05G 0._. C PD2 PD: 0 2 BL1 B =1.-0" D 1,0C 16.452 TYP IC 'D3 05C PD3 1"C 11'-0" 11'-4„ 11'-7,• 11'-7" 11'_7„ 17'-1" 1i'-4„ 11'-7" 11'-7" 11'-7"11'-7" lll-7" '-7 11'-6" 11'-6" 11'-4" } $ t ! 16.W14 TYP j71 20 i .......... r u: L2U 10 w.. „,w.. J .. _• r..�:, 16 I�I ,_:. w: -. .,d' d [ ..;-, r,1 , ![..:,,•4. I �y .f�,�.q _.._.. I^7 Y. ,, J ',[_-......- r.. '^,/ ay ,!�~•-... ._- �.+ U2U 3 -7 16 16.95.95 L2U 2U-5 + �1 .957 7 .J ir J J, . J JJ- i ., )._ L2D1-4 _ _ _ 16.957 1x.957 16. �7,�j L2D 1 6 � . _ ,,.,. , r ...,... , � 0 .,_ . ,.: . ,,.. _ , ...,..._. 9 , r.. =- L_....._- L4D3 2 ..,_.. _...a, L4 3-18 k L4D3� . n.-. L4D3-37 l k 1 .957 1 ! - �; (� 6 957 16.957 C 16.957 ! ! ? ;� 16.957 { " , j _ ..___ . - . � i , �„ 16.957 � I ; d ( LD1 $ L2D1 10 L2D1 12 L' 1 14. { _ _ _ tt- L4D3-4 L4D3 6 L4D3 8 - -.m .. _ f f L4D3 10 I L4D3 12 L4D3-14 L4D3-16 Ak 1 04 L2D1-2 j F , I I ; I FRONT CHECKOUTPOWER PLAN „„ ri _ _ 0 3 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT _REF ECT EXACT A THOROUGH KNOWLEDGE OF ALL ` - DRAWINGS WINGS AND „A5-BUILTCONDITIONS. CONTRACTORCTOR SHALL FIELD SPECIFICATIONS IN'THEIR RELATED FIELD: THE ' VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES ES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY SIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION RFO RMING THE WORK PROPERLY. N0 WITH ALL OTHER DISCIPLINESAND EXISTING ADDITIONAL COMPENSATION NSATION SHALL BE ALLOWED BECAUSE OF C CONDITIONS' THAT OCCUR DUE E T0; FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLED GE. m W f � �-�qZ W OZq. W i` ¢Z--c3zg�� (.,SON>-r�pppiyZQQ Z zw d' QapOVOWioV7�Q�-i��Ww � lNLzl—' �WW�zul- . c3<Za�ao0oww O �J'Uwoo�o3Mw J1)57°�a1F`o 3LL aa"wRi~Mw UZN5 ZFLL�rnUDo- DOF3 V)�— ���U�O Ow V(f)NJ6-ZQoZW�WWDo F -m2 51+-QNQd'aQI- ISSUE BLOCK 04-15-09 CCD #2 ISL. CHECKED BY: KLS DRAWN BY: >O0r- O O 192 PROTO CYCLE: 0iN— — to r- r- © C=3� 02-06-09 O0 H z O o 0 O 'CD cid c} E � Qm v) �M M wU�'o Lo � (A aW O p u Z c O m N 4i Q O cf I o O N C D (n 0- LL - V) Z w 0 U z ISSUE BLOCK 04-15-09 CCD #2 ISL. CHECKED BY: KLS DRAWN BY: a W A O O 192 PROTO CYCLE: 0 W © C=3� 02-06-09 O0 H z O o � 0 � P4 c O C� O cf I o � w z Cta O ISSUE BLOCK 04-15-09 CCD #2 ISL. CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 KEYNOTES 16.425 TIME CLOCK RECEPTACLE: PROVIDE WEATHERPROOF IN -USE LOCKABLE COVER AND MOUNT DIRECTLY BELOW TIME CLOCK DATA JUNCTION BOX. 16.957 CONNECT CIRCUITS) TO EXISTING BRANCH_ CIRCUITRY. MINIMUM WIRE SIZE AND PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, RATING, AND CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET REQUIRED SIZE AND ALL U.L. RATINGS AND REPLACE AS REQUIRED. 16.R55 FURNISH AND INSTALL HANDLE LOCKS EXISTING EXTERIOR DOORS TO BE REPARIED/REPLACED BY GENERAL CONTRACTOR. COORDINATE ANY AND ALL DISRUPTIONS TO THE STORE'S SECURITY SYSTEM WITH SIM T E STORE MANAGER, TYP OF ALL EXTERIOR DOORS. E2.3 16.W04 �� I 1 _:. —_.� i ANU A5 NEQUIKEU 13Y LOCAL A I r�AN� _ ._.. _______.......-----_..,__-- :, 4l_._� ti' CODES AND/OR o I , ORDINANCES. C.1 ...... _=-m -� . _.,._ ...._ _......._ _ ...... ......._ -- __.. _. _...... � _<_ ..._.,.., _ ,,,..._.,__. _ — _._ .,,,._.._ _.,.____ _ . ..,_ - _ - - 1 1 � 16. S48 TYP OF � ALL FRONT Ej L� HAIR CARE VESTIBULES AND TENANT SPACES C B. ETHERNET CABLE �_..�., IS FURNISHED _.E EDC 2 ..... l ---- _; ..� BY HERS. ___, CLAIMS +l G ; � -; c_. ...� .. .._ ',, ' , I i ,, i '! l - OT � ED l o o SPRINKLER ASSISTANT ( C1 UPS,' �.. II C. ELECTRICAL CONTRACTOR SHALL MANAGEMENT I UPS/INVOICING �� , f-�I ._....._ . l � , O � Z OFFICE ( n l �:., .:J INSTALL CABLE IN POWER POLES. _.. �_ �'' ' I�°� , .___.., �i 16.W13 WATER HEATERS: � 0 O i I1' II L2D2-39 A. VERIFY REPLACEMENT OF �_ ..._ ........ _ 1 _ f - _ �`� L2D2 36 , EXISTING WATER HEATERS WITH WAL- , � ..:.., C � ... (/ 1. +16" ANf� +40" 16.W04 `, _,,. SQUARE D TYPE FG1 OR EQUIVALENT = � �� �^ ���-- `"��"�_—�--��- - -� MART CONSTRUCTION. MANAGER.. 0 0 _. POWER FOR TELXON CHARGERS, TYP OF 4, S CKED DISCONNECT EXISTING AN MOTOR STARTER AND ENCLOSURE FOR D •. Z RECEPTACLES TO BE MOUNTED 2" APART. COORDINATE RECONNECT NEW WATER HEATERS, A5 BOOSTER PUMP BY ELECTRICAL ii ti+f MOUNTING OF CHARGING STATIONS AT 60" WITH TIME CLOCK _ ---J _ l CONTRACTOR. COORDINATE EXACT STORE MANAGER AND GENERAL CONTRACTOR. �- > - - ...A--=,'ANITOR T...... REQUIRED. COORDINATE WITH Lv o LOCATION WITH MECHANICAL TIME CLOCK MECHANICAL CONTRACTOR. _ #4,0 0 L1 D(2)-56 16.425 �'' i._.I . �) - - WH O �, - -- �. B. FURNISH AND INSTALL — _ --- r_ 16.W04 -- ALL HANDLEI- L.�.. -. .._ _ 1- :... .� ,_. r... -. _ p f -- . , _. _.-_. ...__.. _. ) �.__! 16. W13 C� o j� [...1 -- __ _ . ,..:: — .._u L.:,:. k. _:,. „ .. -__ TYP 6: W1.. -- - (3dA-2P) (n o ,.. l 1 l — — -..__ -- .... --- ....___.----I,_. - - I r 2 _.. _ LOCKS (LOCK OFF) ON ALL CIRCUIT G�2 L2 2 7,9 _.-- TYP 16.W71 BREAKERS FEEDING WATER HEATERS. Ci I TRAINING I II ,. I _ _ . ,_._... __ ,...._ __ I 1, .957 ROOM --� 16.W16; TYP IN 16.S48; TYP IN L_..:_... ETR ... I .... 1.R55 16 W16 w - I ALL REAR OFFICES ALL REAR OFFICES EXISTING OFFICE AREAS AND/OR G4 1 . 25A -1P PROVIDE NEW STAINLESS II i -Y -- t�ESTR00MS, WILL BE REFURBISHED BY � `.f .), I--- ( ) I GENERAL CONTRACTOR. REMOVE ALL m_.. _ ......._. L1 D 1 -6 STEEL COVER PLATES FOR ELECTRICAL ' (15A 1 I - _._._... ._ _ _-_--- .. _..-f-17! EXISTING RECEPTACLES ET L I z s __ __ - --CLES PER ITEMS FROM WALLS AND Cy d ,x , ... - _:-. - _-_._ , .. , ..__ --_,_ .._ .. - 9 JANITOR 16.W04 �_I �;,,,.. 1 H SPECIFICATIONS. - CEILING, INCLUDING HAND DRYERS, m 16.R55 'N" _. �._...J ,.1,._.J 16.R55 #10 ET RECEPTACLES, SWITCHES, AND I � LIGHTING FIXTURES AS RE 1 13 L1D(1)-2,4 REQUIRED. BREAKROOML2D2-32 - INSTALL AND RECONNECT AFTER NEW _:. 10 (30A -2P) 16.W13 F. CART STORAGE 16.W04 RECEPTACLES FOR MART CARTS, ET FINISHES ARE IN PLACE. L I f' 16.R55 1` ACORN -VAC (° �!. COORDINATE EXTENT OF WORK WITH �I.] � I TYP OF 2. TO BE STAINLESS GENERAL GENERAL CONTRACTOR. VACUUM PUMP STEEL PER SPE IFICATIONS. PHOTO LAB — - I I SITE -TO -STORE .? l; fa T,y l[.. �I MERCHANDISE ET II VESTIBULE 16.W39 PROVIDE THREE �}-7 ,79,81 `r I�,, mm -_ ..' �_ _! 1=1 ?...._ I a �..._:'_ - ..., IRECESSED ALARM ITw BREAKROOM COUNTER TO BE REPLACED BY _ ETR ETR 6 t _ i l II f :;til . �,I JUNCTION BOXES (WITH ONE VERTICAL MOUNT DISCONNEC.T...._.-. I 16.W07 5 I J V u _ GENERAL CONTRACTOR. EXTEND REROUTE ---- ET RACEWAY TWO T " l EXISTING CIRCUITRY TO NEW COUNTER - _--._-_..---,.,.,...-.-_ _ ,._ _ .....,,.,___ ) SACKED +54 AND IT�H AT SAME HEIGHT ._._� �-7 � L. t' _ ,1) � --- / L1 D(2 -66 AS VACUUM PUMP, I I� Il1 LOCATION AND RECONNECT AS REQUIRED. 1fi.W04 (� +44") AND ONE TO THE SIDE OF THE ORDINATE HEIGHT WITH 1 ' I REPLACE GFI RECEPTACLES AS REQUIRED. ETR ETR ETR ETR Elf ET UPPER BOX WITH CONDUIT NIPPLES PUMP INSTALLER. _ , � `.: � ` EJ .. __.r ; _ II BETWEEN THE BOXES. -- / OTHER INCOME II NC . ET 16.W69 USE EXTREME CARE AROUND FIRE - �. ALARM AND SECURITY ALARM c _.l_.. - _, - _- EQUIPMENT DURING DEMOLITION AND 3 CONSTRUCTION. PROTECT ALARM CO I LA E2.5 �I...... I �? EQUIPMENT FROM ACCIDENTAL OR E2.5 INTENTIONAL DAMAGE SO THAT THE SYSTEMS WILL REMAIN OPERATIONAL AT ALL TIMES. ADVISE STORE MANAGER OF ANY DISRUPTIONS TO GENERAL MERCHANDISE ALARM SYSTEMS PRIOR TO DISRUPTION. COORDINATE EXACT RE REQUIREMENTS WITH WAL-MART ALARM A R OFFICE POWER PLAN DIVISION (479) 273-8402 3 VESTIBULE POWER PLAN 1/89s=1'-0" 2to to I 1/8=1'-0" 16,W71 VOICE/DATA: FURNISH AND INSTALL AN OUTLET BOX WITH COVER AT EACH LOCATION SHOWN, AND 3/4" CONDUIT WITH PULL WIRE, FROM EACH BOX TO BAR JOISTS. PROVIDE BUSHING ON END OF CONDUIT AT BAR JOISTS. DO NOT COMBINE CONDUIT INTO ONE DROP WITH CONDUIT ROUTED FROM fBOX-TO-BOX. INSTALL INDIVIDUAL 4-j- _._.... CONDUIT Tn FACH RnX ISSUE BLOCK Q 03-06-09 ADDENDUM #3 Q 04-15-09 CCD #2 Q 05-04-09 CCD #3 A 05-12-09 CCD #4 CHECKED BY: KLS (LOCK ON/LOCK OFF) ON THE CIRCUIT PLG PROTO: 192 PROTO CYCLE: BREAKERS SERVING THE FOLLOWING DOCUMENT DATE: w �r LOADS: cno �, ug 8z.>. <Z c A. WATER HEATERS w gumz W@ ZN B. BOOSTER PUMPS�r saa<23 o'U' Nzuia1Zoo,� 16.S48 REPLACE MISSING, PAINTED, OR "�ZN�R�<. Zn&m DAMAGED ELECTRICAL COVERS, zNc�ozEi molomm � RECEPTACLES, AND CONDUIT. p� I— N5U.ffi o "wo0woojEo wm wulgmz 0 16.WO4 120 VOLT GENERAL POWER CIRCUIT(S): 0 o& ggg.60 "16z" as w-31--rfi uzN< FURNISH AND INSTALL NEW 20 AMP, F- 000=i-��wwvwo�6w Tim Z �o5��ia � 120 VOLT CIRCUIT(S), OR AS SPECIFIED 0 L F-m�'rns�avwia�ZaR ON DRAWINGS. FEED FROM NEAREST 120 VOLT PANEL, WITH ADEQUATE SPACE AND AMPACITY. cuCN 0.- > o -C 04 00 A. CIRCUIT BREAKER FOR CIRCUITS D 1- � INDICATED WITH (GFI) SHALL BE GFCI C oo TYPE FOR PERSONNEL PROTECTION. O d E� n 16.WO5 120 VOLT IG CIRCUITS(S) (NOT UPS): L FURNISH AND INSTALL NEW 20 AMP, cn 0 W o`'`�''' 120 VOLT ISOLATED GROUND (IG) z mN Q _ EXISTING EXTERIOR DOORS TO BE REPARIED/REPLACED BY GENERAL CONTRACTOR. COORDINATE ANY AND ALL DISRUPTIONS TO THE STORE'S SECURITY SYSTEM WITH SIM T E STORE MANAGER, TYP OF ALL EXTERIOR DOORS. E2.3 16.W04 �� I 1 _:. —_.� i ANU A5 NEQUIKEU 13Y LOCAL A I r�AN� _ ._.. _______.......-----_..,__-- :, 4l_._� ti' CODES AND/OR o I , ORDINANCES. C.1 ...... _=-m -� . _.,._ ...._ _......._ _ ...... ......._ -- __.. _. _...... � _<_ ..._.,.., _ ,,,..._.,__. _ — _._ .,,,._.._ _.,.____ _ . ..,_ - _ - - 1 1 � 16. S48 TYP OF � ALL FRONT Ej L� HAIR CARE VESTIBULES AND TENANT SPACES C B. ETHERNET CABLE �_..�., IS FURNISHED _.E EDC 2 ..... l ---- _; ..� BY HERS. ___, CLAIMS +l G ; � -; c_. ...� .. .._ ',, ' , I i ,, i '! l - OT � ED l o o SPRINKLER ASSISTANT ( C1 UPS,' �.. II C. ELECTRICAL CONTRACTOR SHALL MANAGEMENT I UPS/INVOICING �� , f-�I ._....._ . l � , O � Z OFFICE ( n l �:., .:J INSTALL CABLE IN POWER POLES. _.. �_ �'' ' I�°� , .___.., �i 16.W13 WATER HEATERS: � 0 O i I1' II L2D2-39 A. VERIFY REPLACEMENT OF �_ ..._ ........ _ 1 _ f - _ �`� L2D2 36 , EXISTING WATER HEATERS WITH WAL- , � ..:.., C � ... (/ 1. +16" ANf� +40" 16.W04 `, _,,. SQUARE D TYPE FG1 OR EQUIVALENT = � �� �^ ���-- `"��"�_—�--��- - -� MART CONSTRUCTION. MANAGER.. 0 0 _. POWER FOR TELXON CHARGERS, TYP OF 4, S CKED DISCONNECT EXISTING AN MOTOR STARTER AND ENCLOSURE FOR D •. Z RECEPTACLES TO BE MOUNTED 2" APART. COORDINATE RECONNECT NEW WATER HEATERS, A5 BOOSTER PUMP BY ELECTRICAL ii ti+f MOUNTING OF CHARGING STATIONS AT 60" WITH TIME CLOCK _ ---J _ l CONTRACTOR. COORDINATE EXACT STORE MANAGER AND GENERAL CONTRACTOR. �- > - - ...A--=,'ANITOR T...... REQUIRED. COORDINATE WITH Lv o LOCATION WITH MECHANICAL TIME CLOCK MECHANICAL CONTRACTOR. _ #4,0 0 L1 D(2)-56 16.425 �'' i._.I . �) - - WH O �, - -- �. B. FURNISH AND INSTALL — _ --- r_ 16.W04 -- ALL HANDLEI- L.�.. -. .._ _ 1- :... .� ,_. r... -. _ p f -- . , _. _.-_. ...__.. _. ) �.__! 16. W13 C� o j� [...1 -- __ _ . ,..:: — .._u L.:,:. k. _:,. „ .. -__ TYP 6: W1.. -- - (3dA-2P) (n o ,.. l 1 l — — -..__ -- .... --- ....___.----I,_. - - I r 2 _.. _ LOCKS (LOCK OFF) ON ALL CIRCUIT G�2 L2 2 7,9 _.-- TYP 16.W71 BREAKERS FEEDING WATER HEATERS. Ci I TRAINING I II ,. I _ _ . ,_._... __ ,...._ __ I 1, .957 ROOM --� 16.W16; TYP IN 16.S48; TYP IN L_..:_... ETR ... I .... 1.R55 16 W16 w - I ALL REAR OFFICES ALL REAR OFFICES EXISTING OFFICE AREAS AND/OR G4 1 . 25A -1P PROVIDE NEW STAINLESS II i -Y -- t�ESTR00MS, WILL BE REFURBISHED BY � `.f .), I--- ( ) I GENERAL CONTRACTOR. REMOVE ALL m_.. _ ......._. L1 D 1 -6 STEEL COVER PLATES FOR ELECTRICAL ' (15A 1 I - _._._... ._ _ _-_--- .. _..-f-17! EXISTING RECEPTACLES ET L I z s __ __ - --CLES PER ITEMS FROM WALLS AND Cy d ,x , ... - _:-. - _-_._ , .. , ..__ --_,_ .._ .. - 9 JANITOR 16.W04 �_I �;,,,.. 1 H SPECIFICATIONS. - CEILING, INCLUDING HAND DRYERS, m 16.R55 'N" _. �._...J ,.1,._.J 16.R55 #10 ET RECEPTACLES, SWITCHES, AND I � LIGHTING FIXTURES AS RE 1 13 L1D(1)-2,4 REQUIRED. BREAKROOML2D2-32 - INSTALL AND RECONNECT AFTER NEW _:. 10 (30A -2P) 16.W13 F. CART STORAGE 16.W04 RECEPTACLES FOR MART CARTS, ET FINISHES ARE IN PLACE. L I f' 16.R55 1` ACORN -VAC (° �!. COORDINATE EXTENT OF WORK WITH �I.] � I TYP OF 2. TO BE STAINLESS GENERAL GENERAL CONTRACTOR. VACUUM PUMP STEEL PER SPE IFICATIONS. PHOTO LAB — - I I SITE -TO -STORE .? l; fa T,y l[.. �I MERCHANDISE ET II VESTIBULE 16.W39 PROVIDE THREE �}-7 ,79,81 `r I�,, mm -_ ..' �_ _! 1=1 ?...._ I a �..._:'_ - ..., IRECESSED ALARM ITw BREAKROOM COUNTER TO BE REPLACED BY _ ETR ETR 6 t _ i l II f :;til . �,I JUNCTION BOXES (WITH ONE VERTICAL MOUNT DISCONNEC.T...._.-. I 16.W07 5 I J V u _ GENERAL CONTRACTOR. EXTEND REROUTE ---- ET RACEWAY TWO T " l EXISTING CIRCUITRY TO NEW COUNTER - _--._-_..---,.,.,...-.-_ _ ,._ _ .....,,.,___ ) SACKED +54 AND IT�H AT SAME HEIGHT ._._� �-7 � L. t' _ ,1) � --- / L1 D(2 -66 AS VACUUM PUMP, I I� Il1 LOCATION AND RECONNECT AS REQUIRED. 1fi.W04 (� +44") AND ONE TO THE SIDE OF THE ORDINATE HEIGHT WITH 1 ' I REPLACE GFI RECEPTACLES AS REQUIRED. ETR ETR ETR ETR Elf ET UPPER BOX WITH CONDUIT NIPPLES PUMP INSTALLER. _ , � `.: � ` EJ .. __.r ; _ II BETWEEN THE BOXES. -- / OTHER INCOME II NC . ET 16.W69 USE EXTREME CARE AROUND FIRE - �. ALARM AND SECURITY ALARM c _.l_.. - _, - _- EQUIPMENT DURING DEMOLITION AND 3 CONSTRUCTION. PROTECT ALARM CO I LA E2.5 �I...... I �? EQUIPMENT FROM ACCIDENTAL OR E2.5 INTENTIONAL DAMAGE SO THAT THE SYSTEMS WILL REMAIN OPERATIONAL AT ALL TIMES. ADVISE STORE MANAGER OF ANY DISRUPTIONS TO GENERAL MERCHANDISE ALARM SYSTEMS PRIOR TO DISRUPTION. COORDINATE EXACT RE REQUIREMENTS WITH WAL-MART ALARM A R OFFICE POWER PLAN DIVISION (479) 273-8402 3 VESTIBULE POWER PLAN 1/89s=1'-0" 2to to I 1/8=1'-0" 16,W71 VOICE/DATA: FURNISH AND INSTALL AN OUTLET BOX WITH COVER AT EACH LOCATION SHOWN, AND 3/4" CONDUIT WITH PULL WIRE, FROM EACH BOX TO BAR JOISTS. PROVIDE BUSHING ON END OF CONDUIT AT BAR JOISTS. DO NOT COMBINE CONDUIT INTO ONE DROP WITH CONDUIT ROUTED FROM fBOX-TO-BOX. INSTALL INDIVIDUAL 4-j- _._.... CONDUIT Tn FACH RnX ISSUE BLOCK Q 03-06-09 ADDENDUM #3 Q 04-15-09 CCD #2 Q 05-04-09 CCD #3 A 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 i 51ACKED k.wu41 - ..._.. ', L4D3 43 , J RECEPTACLES FOR MART CARTS, GROCERY _ VESTIBULE POWER PLAN TYP OF 2. TO BE STAINLESS r. STEEL PER SPECIFICATIONS.(D _ EXISTING CONDITIONS WERE _TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND AS -BUILT CONDITIONS. CONTRACTOR SHALL FIELDSP SPECIFICATIONS IN THEIR RELATED FIELD:. .THE VERIFYFAILURE ALL EXISTING CONDITIONS PRIOR TO LURE TO ACQUAINT THEMSELVES WITH THIS - SUBMITTING FIN KNOWLEDGE DOES NOT; AL BIDS. CONTRACTOR SHALL RELIEVE THE RESPONSIBILITY CAREFULLY OF E ULLY COORDINATE NEW WORK AN D PERFORMING THE WORK PROPERLY. NO D DEMOLITION WITH ALL ADDITIONAL COMPENSATION _L OTHER' DISCIPLINES AND EXISTING .SHALL BE ALLOWED SHEET: CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDG E. E 2,4 FURNISH AND INSTALL 3/4"C WITH PULL WIRE FROM OUTLET BOX TO BAR JOIST SPACE OF REAR HALLWAY. PROVIDE GROMMETS ON BOTI_I rA1h C- f%r- /1/1A11%l IIT COORDINATE EXAC POWER FOR TV CONTRACTOR PRIOR LOCATION TO BE FI 3 1\ /"11 1 11 11 o GROOM P COMPACTOR 30A #10W (_ ..._. ...... --- _ ..__..__- - +60" -7 ETR +48" TYP OF DEVICES ON THESE COUNTERS L1 D3-7 :.. FnRMIADT d i CONNECT TO EXISTING COMPACTOR CIRCUITRY: H1B1-13,15,17 W n ~it - r U1 s�o ao oo& Ld on ry <§ -060 (if C<rW< wh{oy1 (LW-:3Wo'6'La a -A O OKoDwM}ZNZm W ° ��gz 099 �N�W�Wwz��a O 3UO.o�W�oo�0o�o H maw IwQR-06 a&Z Oz Q Noo aLdWCr �npawa D < wEnzl= m(n Do L4 N Lu ne�0aII.<zu')ilaercea- ISSUE BLOCK A03-06-09 ADDENDUM #3 Q04-15-09 CC D #2 GI CHECKED BY: KLS DRAWN BY: �oo�- O O 192 PROTO CYCLE: oINo Fo Lo r r. DOCUMENT DATE: 02-06-09 00 ~ z Q 0 w � O N �,od �.-. c E o _ 0 �O vvvv 2 N 0U-) Lo z w OU�� O C� o c/) O z mN < J W o w ~ 0 p !n Cl- Li z 0 O "m U ISSUE BLOCK A03-06-09 ADDENDUM #3 Q04-15-09 CC D #2 GI CHECKED BY: KLS DRAWN BY: a w A O O 192 PROTO CYCLE: O � a DOCUMENT DATE: 02-06-09 00 ~ z Q 0 w � M--� N o �O vvvv � z r0 C� o c/) ' o � W z 0 ISSUE BLOCK A03-06-09 ADDENDUM #3 Q04-15-09 CC D #2 GI CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 SHEET: E2,5 r �_ % IIS � I Ll w i �.a ., ._ '/ •///`:,,_ IIS 1\ ..`,` . _— _.. ... ._— .. ....___. __ .. ( ,h,. r r m , . r { _ �._. ,... __. I I I r la,�.... I I _.. ,I I ...:_i�6 L�: : J __......_.- _.._....- -. 81I�.. 16. W1 1 -- --., _:._... f:.. ._. .,.. 16. -.::� ��.._�,--W.� � �'- .-...,.., ,)� 957 �.. 16.9 7 L 16. W04 IIyy f , �' li ,�� � .,••' ,"o ��.. 1:' _ I._.1 _+.Y,.. tl /4 d'sW �� «_ _ 'y�..l I I�. - _ I i I 4 _ .. ...� ,.v.... V M i Ck , -- 1-7 tyc-11) I _w_... — I I I 1 1 t I 16. W41 ''ry - _._ . - (�I r 4 I I ! I ! I I I I I I i i EXISTING CONDITIONSR i WE E TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AN `I D MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND AS BUILT.. CONDITIONS. CONTRACTOR SHALL -FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFYFAILURE T ALL EXISTING- CONDITIONS. PRIOR TO 0 ACQUAINT THEMSELVES" WITH THIS ROOF P SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DGE DOES NOT RELIEVE THE RESPONSIBILITY. . 1, CAREFULLY COORDINATE N OF PERFORMING THE WORK PROPERLY. 1 -20-0 NEW AND DEMOLITION NO WITH ALL OTHER DISCIPLINES ADDITIONAL COMPENSATION SHALL BE ALL + AND EXISTING OWED CONDITIONS BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. ui p r V) Sip O Z� u- 4Qa2.2FfW/1 Nq OR 0� O z (Y 0. Z ¢a�8\�wpttoNw��..&.W-a�_Jjw o�WO (A W<�WZNa}NOoVWw< it d.0V0O LJ Q ogsz<az�zwaaoza �¢UU,Rr2 a �L)ZN� WEEQ a WwV Q O- �� w �����o��av�°d��a� CHECKED BY: KLS DRAWN BY: >oor- 00 192 PROTO CYCLE: o�o� cc) I- a ©� 02-06-09 cic O I I L. C . N M oo� O r� c �L o U.) w c Y '­'.! I- Z o O mN N LLI r 0 r CO X. O0' r (� co a fn d U- V) Z O w as U CHECKED BY: KLS DRAWN BY: a w A 00 192 PROTO CYCLE: O a ©� 02-06-09 z oo� r� o o LLI r 0 O0' r (� co a � w as z as 0 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 - CONTACTOR SCHEDULE LABEL AS SHOWN: SCHEDULE TRANS. KVA PRIMARY SECONDARY ENCLOSURE COIL CONTACTS NOTES VOLTS PHASE WIRES VOLTS PHASE WIRES NO. LOAD SERVED 11-15 AMPS VOLTS 110 FT. 165 FT. Cl PRODUCE SPECIALTY NEMA -1 277V 60OV, ELECTRONICALLY 100A M.C.B. LIGHTING SERVES: PHARMACY 1 60A -4P HELD C2 SALES FLOOR NEMA -1 277V 60OV, ELECTRONICALLY 1 LIGHTING 3 20A -4P HELD ISOLATED GROUND BUS APPAREL/HOMELINES/ MAXIMUM SOUND LEVELS. 1 60OV, ELECTRONICALLY C3 ELECTRONICS NEMA -1 277V 3OA-6P HELD SHALL BE MANUFACTURED BY CUTLER -HAMMER, SIEMENS, D. SPECIALTY LIGHTING BRKR PL KVA A KVA B NOTE: REFER TO SHEET EM1 FOR EMS CONTROL INFORMMATION. LP DRY TYPE TRANSFORMER SCHEDULE TRANS. KVA PRIMARY SECONDARY 325 FT. MOUNTING, NO. 6-10 AMPS VOLTS PHASE WIRES VOLTS PHASE WIRES 245 FT. LOCATION 11-15 AMPS 208/12OV, 3PH, 4W 110 FT. 165 FT. 255 FT. MOUNT AS SHOWN T1 D3 75 480V 3PH 3W 120/208V 3PH 4W 100A M.C.B. ON RISER. SERVES: PHARMACY 1 WITH TAPS 3 (NEW) ELECTRONICS BUSWAY BL1A 4 GROUND BUS PHOTO LAB RECEPTACLES LOCATION: PHARMACY 1 NOTES A,B,C,D. DRY TYPE TRANSFORMER NOTES: A. GROUND IN ACCORDANCE WITH NEC 250.30. ISOLATED GROUND BUS B. TRANSFORMERS SHALL BE 150 DEG C RISE, MAXIMUM, WITH ANSI/NEMA MAXIMUM SOUND LEVELS. 1 C. CLEARANCE FOR VENTILATING OPENINGS SHALL BE NO LESS THAN THAT REQUIRED ON MANUFACTURER'S NAMEPLATE. NEC 110.13(B), 450,9 AND 450.11. 20 D. EQUIPMENT SHALL BE MANUFACTURED BY CUTLER -HAMMER, SIEMENS, D. OR SQUARE D. BRKR LP SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES AND PLANS ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. FINAL CONNECTIONS: WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE CALLED OUT, #10AWG WIRE MAY BE USED FOR THE FINAL CONNECTION (15' MAX.). #8 PANELBOARD 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 208/12OV, 3PH, 4W 110 FT. 165 FT. 255 FT. 0.18 8,48 � iu EMM 2 100A M.C.B. PHOTO LAB CHECKOUT SERVES: PHARMACY 1 0.18 8.48 3 (NEW) ELECTRONICS BUSWAY BL1A 4 GROUND BUS PHOTO LAB RECEPTACLES LOCATION: PHARMACY 1 _ 1.08 6.88 0.36 7.52 6 ISOLATED GROUND BUS WIDE FORMAT PRINTER MOUNTING: FLUSH 1 O � 8 9 10,000 AIC 20 1 DESCRIPTION 3 BRKR PL KVA A KVA B KVA C PL BRKR DESCRIPTION 1 RECEPTACLES 12 20 1 0.18 1 0.24_ 1 1 20 CHECKOUTS IG (1) 2 3 RECEPTACLES 1 20 1 100 0.18 0.72 16 1 20 RECEPTACLES 4 5 RECEPTACLES 1 20 1 0.68 1 0.18 TRAINING ROOM RECEPTACLES 0.90 1 0.72 1 20 RECEPTACLES 1 6 7 LASER PRINTER (2) 20 1 1 20 RECEPTACLES 8 9 EXHAUST FAN (2) 25 1 1 1 0.58 1 0.72 1 20 RECEPTACLES IG 10 11 WATER HEATER 20 1 1 0.96 26 2.00 1 0.54 1 20 RECEPTACLES IG 12 13 SPARE 20 1 1 20 ROLL UP DOOR 14 15 SPARE 20 1 _0.18 1.08 0.90 1 20 PILL COUNTER 16 17 SPARE SPACE AND PROVISIONS 20 1 0.00 0.00 0.52 1 0.24 1 20 BLOOD PRESSURE MACHINE 1 18 19 SPACE AND PROVISIONS 0.00 0.00 0.00 0.00 SPACE AND PROVISIONS SPACE AND PROVISIONS 20 21 SPACE AND PROVISIONS SPACE AND PROVISIONS 0.00 0.00 39 SPACE AND PROVISIONS SPACE AND PROVISIONS 22 23 SPACE AND PROVISIONS SPACE AND PROVISIONS 40 41 0,00 1 0.00 0.00 1 0.0_0 0.00 0.00 SPACE AND PROVISIONS 24 25 SPACE AND PROVISIONS 21.03_ 21.84 19.08 SPACE AND PROVISIONS 26 27 SPACE AND PROVISIONS 175 182 159 PER N.E.C. ARTICLE 220 0.00 0.00 AMPS SPACE AND PROVISIONS 28 29 SPACE AND PROVISIONS 61.95 KVA 172 AMPS 0.00 0.00 FEEDER SPACE AND PROVISIONS 30 61.95 KVA 172 AMPS 2.42 4.18 4.92 KVA PER N.E.C. ARTICLE 220 20 35 41 AMPS TOTAL LOAD 11.52 KVA 32 AMPS FEEDER LOAD 11.82 KVA 33 AMPS 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES AND PLANS ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. FINAL CONNECTIONS: WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE CALLED OUT, #10AWG WIRE MAY BE USED FOR THE FINAL CONNECTION (15' MAX.). #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 70 FT. 110 FT. 165 FT. 255 FT. 0.18 8,48 � iu EMM 2 3 PHOTO LAB CHECKOUT 20 1 0.18 8.48 3 100 ELECTRONICS BUSWAY BL1A 4 5 PHOTO LAB RECEPTACLES 20 1 _ 1.08 6.88 0.36 7.52 6 7 WIDE FORMAT PRINTER 20 1 O � 8 9 PHASER 20 1 0.68 7.52 3 100 ELECTRONICS BUSWAY BL1A 10 11 DL PRINTER 20 1 1.60 5.80 0.722,69 0 12 13 _ STAND UP SP PRINTER 120 VOLT #12 #10 #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 70 FT. 110 FT. 165 FT. 255 FT. 277 VOLT #12 #10 #8 #6 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. L1 D3 PANELBOARD 208/12OV, 3PH, 4W 250A M.C.B. >aa' SERVES: GENERAL POWER (NEW) GROUND BUS LOCATION: EDC 1 ISOLATED GROUND BUS MOUNTING: SURFACE 10,000 AIC 0 co � � Q�O 0.06 DESCRIPTION BRKR PL KVA A KVA B KVA C PL BRKR DESCRIPTION 1 PHOTO LAB CHECKOUT 20 1 0.18 8,48 � iu EMM 2 3 PHOTO LAB CHECKOUT 20 1 0.18 8.48 3 100 ELECTRONICS BUSWAY BL1A 4 5 PHOTO LAB RECEPTACLES 20 1 _ 1.08 6.88 0.36 7.52 6 7 WIDE FORMAT PRINTER 20 1 O � 8 9 PHASER 20 1 0.68 7.52 3 100 ELECTRONICS BUSWAY BL1A 10 11 DL PRINTER 20 1 1.60 5.80 0.722,69 0 12 13 _ STAND UP SP PRINTER 20 1 14 15 TRAINING ROOM RECEPTACLES 20 1 1.26_ 2.64_ 3 100 PHARMACY PANEL LP 16 17 TRAINING ROOM RECEPTACLES 20 1 1.08 2.64 1,08 0.00 18 19 TRAINING ROOM RECEPTACLES _ 20 1 SPACE AND PROVISIONS 20 21 TRAINING ROOM RECEPTACLES 20 1 1.08 0.00 SPACE AND PROVISIONS 22 23 SPARE 20 1 _ 0.00 0.00 0.00 0.00 SPACE AND PROVISIONS 24 25 _ SPACE AND PROVISIONS SPACE AND PROVISIONS 26 27 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 28 29 SPACE AND PROVISIONS 0.00 0.00 0.00 0.00 SPACE AND PROVISIONS 30 31 SPACE AND PROVISIONS SPACE AND PROVISIONS 32 33 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 34 35 SPACE AND PROVISIONS 0.00 0.00 0.00 0.00 SPACE AND PROVISIONS 36 37 SPACE AND PROVISIONS SPACE AND PROVISIONS 38 39 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 40 41 SPACE AND PROVISIONS 0.00 0.00 SPACE AND PROVISIONS 42 21.03_ 21.84 19.08 KVA 175 182 159 PER N.E.C. ARTICLE 220 AMPS TOTAL LOAD 61.95 KVA 172 AMPS FEEDER LOAD 61.95 KVA 172 AMPS BREAKERS WITHIN PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT DESIGNATIONS SHOWN ON DRAWINGS. 2. NEW OVERCURRENT PROTECTIVE DEVICES PLACED IN EXISTING PANELBOARDS OR DISTRIBUTION HOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT -- -- -- -- -- -- -- -- - -- -- -- -- __ -- -- -- -- - -- PROTECTION DEVICES IN SAID BOARD. - 3. E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS I I AFFECTED BY THE REMODEL AND IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE TYPEWRITTEN PANELBOARD C 800A ( 800A C 800A ( 600A ( 600A ( 500A IDENTIFICATION SCHEDULE FOR ALL AFFECTED I 3P 3P 3P 3P 3P 3P I PANELBOARDS. I FUSE FUSE FUSE FUSE FUSE FUSE I 4. E.C. SHALL REPAIR OR REPLACE BROKEN HINGES AND DOOR LATCHES ON EXISTING PANELBOARDS. - I I I COMPRESSOR HOUSE #2 NOTES: 1.(EXISTING) I (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) AND TO BE EXISTING LOADS TO REMAIN 480Y/277V I I 480Y/277V 480Y/277V 480Y/277V 480Y/277V 480Y/277V 480Y/277V I COMPRESSOR HOUSE #1 CIRCUIT BREAKER DIN REX STINGOM S 225A I 800A 800A 800A 200A 200A 800A PANEL PANEL PANEL PANEL PANEL PANEL PANEL LOPANELBOARDSCSEARE SHOWN IN LOWER CASE LETTERS. NEW, H3B I H1 A-1 H1 A-2 H1 B1 H1 P1 H1 P2 H1 B2 i RELOCATED, OR MODIFIED LOADS ARE SHOWN IN UPPER CASE LETTERS, TYP. - - - - - - - - - - - - - - 2. NEW CIRCUIT BREAKERS SHALL BE LISTED FOR USE IN AND SHALL BE COMPATIBLE WITH T3D TPL T1 D3 T1D EXISTING PANELBOARDS AND (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) WITHSTAND SHORT CIRCUIT AIC I...... -.. -1 30 KVA I L......._ . _...,1 25KVA �- -._ ......1 75KVA ;-- - ---175KVA ( ) ( I480V- I480V- I I48OV- I I480V- 480Y/277V 480Y/277V 480Y/277V 480Y/277V 480Y/277V RATING. _ _1 208Y/120V _ ___l 208Y/120V L _........;..1208Y/120V L_ 1208Y/120V 600A 400A 200A 600A 100A (EXISTING) I _ (DEMO) _ (NEW) _ (EXISTING) I I PANEL PANEL PANEL I I PANEL PANEL I I I (DEMO) I ( H2A H2B H2P I I H4B H4C I SPL 100A C1 3P I DISCONNECT T2B (EXISTING) I (NEW) (EXISTING) (EXISTING) (EXISTING) I I 1_....... _._1150 KVA I I TFS T4D 208Y/120V I I 208Y/120V 208Y/120V 208Y/120V 208Y/120V I I I 48OV- I I f ....I 112.5 KVA .� 150 KVA 110A I 250A 225A 225A 100A L_ ._..:......_l 208Y/120V 480V- PANEL PANEL PANEL PANEL PANEL _ 208Y/120V L3D I L1 D3 L1 D-1 L1 D-2 L1 U _ (EXISTING) LT .1(XISTING) (EXISTING) 10,000AIC I 10,000AIC 10,000AIC 10,000AIC 10,000AIC TLE I I I (EXISTING) SLFS 350A 3P $ KVA DISCONNECT UPS. (EXISTING) (EXISTING) (EXISTING) (EXISTING) SYSTEM 208Y/120V 208Y/120V 208Y/120V 208Y/120V _._ ... ....w ....,) I 225A 500A 225A 250A I I (EXISTING) (EXISTING) (EXISTING) (EXISTING) SL4D3 SL4D4 PANEL PANEL PANEL PANEL I I 208Y/120V 208Y/120V 200A 225A L2D1 L2B L2D2 L2P 100A 100A 3P 3P 10,000AIC 10,000 IC 10,000AIC 1 C,000AIC PANEL PANEL DISCONNECT DISCONNECT L4D1 L4D2 - 10,000AIC 10,000AIC EDC 2 EDC 4 8 KVA UPS --- SYSTEM, DEMO NEW NEW NEW (EXISTING) (DEMO) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) ( 1 ) ) V 208Y 120V 208Y 120V 208Y 120V 208Y 120V 208Y 120V 208Y 120V 208Y 120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/120V 208Y/ 20V 208Y/120 / / I / I / / / / 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 350A 350A 225A 225A 225A 225A PANEL PANEL BUSWAY. BUSWAY PANEL PANEL .PANEL PANEL .PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL .PANEL LPL LP BL1A BL1B L2U LRX LVC LHC LTS1 LTS2 LTS3 LFS LFS L4D3-2 L4D3-1 L4D4-1 L4D4-2 10 OOOAIC 10 OOOAIC 10 OOOAIC 10 OOOAIC 10 OOOAIC 10 OOOAIC 10 OOOAIC 10 OOOAIC 1D OOOAIC 10 OOOAIC 10,000AIC 10,000AIC 10,OQQAIG 10,000AIC 10,000AIC 10,000AIC 10,000AIC , ANT (TENANT) (TENANT) FOOD SERVICE AP OFFICE DELI PREP (PHOTO (PHARMACY) (ELECTRONICS) (ELECTRONICS) FRONT COMM.: ROOM (PHARMACY) (VISION (HAIR (TENANT) (EN ) (E ) ( ( ) ( ) LAB - CENTER) CARE) TENANT) 1 ONE LINE DIAGRAM NTS I RESPONSIBLE FOR HAVING EACH SUBCONTRACTORS EXISTING CONDITIONS WERE TAKEN- FROM ORIGINAL A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND THOR G DRAWINGS AND MAY NOT REFLECT EXACT AT FI HE SPECIFICATIONS IN THEIR RELATED FIELD., T "AS-BUILT"CONDITIONS. CONTRACTOR' SHALL FIELD NT THEMSELVES WITH THIS FAILURE TO AC UAI E Q VERIFY ALL EXISTING CONDITIONS PRIOR TO V T RESPONSIBILITY KNOWLEDGE DOES NOT RELIEVE HE FINAL I CONTRACTOR SHALL :SUBMITTING. I AL BDS F T WORK PROPERLY. NO 0 PERFORMING HE COORDINATE NEW WORK AND'. DEMOLITION CAREFULLY ADDITIONALCOMPENSATION SHALL BE ALLOWED _ WITH ALL OTHER DISCIPLINES AND 'EXISTING F CONDITIONS THAT OCCUR DUE TO BECAUSE 0 C CONDITIONS. w FA FAMILIARIZE WORKERS WITH THIS (LURE TO L E KNOWLEDGE. L� V) N � o Q� owZ% W ��juj � ®1v�JOlOdr��fnWNQUV � 0.4Vo1C��Otn������m O u, Jzrna� atna min www0 Z mums o�-aw�w� �Wk�'k'����oa�zZa J zt°Ao o�ai,i�a�U F'4oa3a XQLd U OI-� �UZNJ � OOC�OwwwFU�OW6w z✓iH�O�Uw��� ry COD w OU v� 0 Z mN y ems- fn d Lei O U KLS DRAWN BY: >aa' �0 192 PROTO CYCLE: 0 co � � Q�O 0.06 DOCUMENT DATE: 02-06-09 W � iu EMM 5 o LO LO O IN- O C= � In o O � CQ Q' w ISSUE BLOCK Q 04-15-09 CCD #2 CHECKED BY: KLS DRAWN BY: r -a W A �0 192 PROTO CYCLE: O W DOCUMENT DATE: 02-06-09 W O O C= � In o O � CQ Q' w 0 ISSUE BLOCK Q 04-15-09 CCD #2 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 SHEET: m E4.1 + I (A) IN AREAS WITH CEILING MOUNT FIXTURE ON CEILING 2'-6 FROM WALL, CENTERED 1'-0" ABOVE DOOR 1 MECHANICAL I __ OPENING. [ ;...,._ wl FU ISH AND-IINSITALL TWO 2 1 C -; LINES, .TYP � ?!. O (B) IN WALL AREAS WITHOUT CEILING, i 4FO ;SECURIT ;CAMERAS. COORDINATE MOUNT SIGNS ON WALL, CENTERED 1'- I; E5 MOATING OF CONDUIT WITH 0" ABOVE DOOR OPENING UNLESS TERMINATE CONDUIT WITH GROMMETS AT 4" ABOVE BOTTOM OF ROOF JOISTS, TYP OF 2. SECURE CONDUITS TO UNISTRUT, TYP C ME IANICAL {JDI ARCHITECTURAL NOTED. OTHERWISE. 1� r , 16.163 EMERGENCY LIGHTS CONNECT TO THE j UNSWITCHED LINE SIDE OF LIGHTING - - i CIRCUIT OR NIGHT LIGHT CIRCUIT i f SERVING ADJACENT AREA. DO NOT SWITCH n j (A.) WHEN SHOWN ON WALL MOUNT 1'-0,/ I I BELOW CEILING OR BOTTOM OF Ll 1jj STRUCTURE, WHICHEVER IS APPLICABLE. I (B) WHEN NOT SHOWN ON WALL, MOUNT _ ON CEILING OR BOTTOM CORD OF BAR %a 0, _� REF ARCH FOR REF MECH FOR TLE PIT f JOIST, WHICHEVER IS APPLICABLE. SUPPORT POST UNISTRUT -- - ! (C) COORDINATE LOCATION OF FIXTURE W C. C. j ll I WITH DUCTWORK TO MINIMIZE THE F- o iI j I L AMOUNT OF SHADOWS. z °°N 4 II Q Oa) C x r 1 n ! 16.475 FURNISH AND INSTALL NEW 20 AMP, • `2 120 VOLT CIRCUIT(S). FEED FROM z • II I TLE FLOOR LJ-- ;I ___:__._, ..... PANELBOARD AS INDICATED. PROVIDE �i 1 ) 20A -1P GFCI CIRCUIT BREAKER. EC SECURITY CAMERA f 16.125 TYP SHALL MATCH TYPE AND AIC RATINGS CONDUITS, TYP i - OF EXISTING CIRCUIT BREAKERS. EC ,.. L SHALL VERIFY PRIOR TO ROUGH -IN n _ THAT EXISTING PANELBOARD HAS ROUTE 2 - 1 CONDUITS TO (, I I SPARE CAPACITY TO ACCOMMODATE PIT TERMINATE CONDUITS L _ ._ __ ...,.. ___ ._ _._(..':. L - ,' --- -- _....I ADDITIONAL LOAD. WITH GROMMETS, TYP. 16,957 CONNECT CIRCUIT(S) TO EXISTING - BRANCH CIRCUITRY. MINIMUM WIRE 16.S48; TYP IN SIZE AND PANELBOARD CIRCUIT ARE TLE PIT NOTED. VERIFY SIZE, RATING, AND CONDITION OF EXISTING BRANCH TLEELECTRICAL CONDUIT RISER CIRCUIT CONDUIT AND WIRE PRIOR TO dd TLE PIT ELECTRICAL PLAN USE TO ENSURE THAT THEY MEET T REQUIRED SIZE AND ALL U.L. NTS BGWRAC10E2d 3RATINGS AND REPLACE AS REQUIRED. 16.R55 FURNISH AND INSTALL HANDLE LOCKS (LOCK OFF FOR MAINTENANCE) ON THE CIRCUIT BREAKERS INDICATED. 16.SO3 REPLACE ALL LIGHT LENSES WITH NEW PRISMATIC ACRYLIC LENS FOR ALL LAY -IN LIGHT FIXTURES IN THIS AREA. 16.SO4 FURNISH AND INSTALL NEW TUBE GUARDS AND CAPS ON ALL EXPOSED LAMPS IN THIS AREA. 16.505 VERIFY THAT ALL EMERGENCY LIGHT FIXTURES IN THIS AREA ARE IN TYP PROPER WORKING ORDER AND "LIKE - 7 -E1.2 NEW" CONDITION (CLEAN, LAMPS ARE OPERATING, BATTERIES IN GOOD -.,.. _.. �_.._..... � ISSUE BLCCK WORKI~ FITTED N WITHOSEL ONDIA NOSTICS RE IS 03-06-09 ADDENDUM 3 t REPAIR OR REPLACE EMERGENCY LIGHT ?'`_ FIXTURES AS REQUIRED. t, 42 TYP ^ 16.548 REPLACE MISSING, PAINTED, OR DAMAGED ELECTRICAL COVERS, I I RECEPTACLES, AND CONDUIT. 4..,::.. 16.161 16 ! .i 16.WO4 120 VOLT GENERAL POWER CIRCUIT(S): FURNISH AND INSTALL '- - - NEW 20 AMP, 120 VOLT CIRCUIT(S), I; ! OR AS SPECIFIED ON DRAWINGS. I FEED FROM NEAREST 120 VOLT PANEL, �.o --- ._._ ...... -- - � - - c - ---- WITH ADEQUATE SPACE AND AMPACITY. Lj I " A. CIRCUIT BREAKER FOR CIRCUITS ' l INDICATED WITH GFI SHALL BE DISCONNECTION GFCI TYPE FOR PERSONNEL COORDINATE AND RECONNECTION OF I'a PROTECTION. 16.1 1 E5 I 3 MECHANICAL CONTRACTOR. j �1, 3 °..; n 1 ; 1 n 61 1 16.W13 WATER HEATERS: SAIL ----..-- - -- --- ,_ ...._...._ _.__ _........_....------__ _ �_... ---- A VERIFY REPLACEMENT OF - _. ...__..... _.....-_._.._.__ �- .... .... -- _.... ....__. _.- _ - - - .... _. _ ..._ -- - --..__-� _..- 1..__..._... _._:__-_-.-- ,..........---.._.1�_ MECHANICAL ROOM T - EXISTING WATER HEATERS WITH WAL- ( 1 r---------- �= MART CONSTRUCTION MANAGER. p, �] DISCONNECT EXISTING, AND r RECONNECT NEW WATER HEATERS, AS ME ANI I ✓ ° �` TR 1 3 17 RECONN CT TO I _ p -- ---,- 1, REQUIRED. COORDINATE WITH EXISTING AIR -� _ - ........ _. _. _ - I ( -:. ---- - :;;:..._ MECHANICAL ! _! CONTRACTOR. COMPRESSOR � I � I 1 n n n • i I STORAGE _-- B. FURNISH AND INSTALL HANDLE 1/ - L30LOCKS I STORAGE (LO FF) L CIRCUIT CK 0 0 N AL I T Dr.-.. ,, _ I I c CI BREAKERS FEEDING WATER HEATERS. CHECKED BY: _-KLS A, GENERAL AUTO CENTER NOTES 1. SERVICE PIT: UNCLASSIFIED LOCATION PER NEC KEYNOTES 16.125 EXISTING LIGHT FIXTURES TO REMAIN PROTO: CHAPTER 5. CLASS I LIQUIDS ARE NOT UNLESS NOTED OTHERWISE. 02-13-09 TRANSFERRED, AND EXHAUST VENTILATION IS IN 02-06-09 EXCESS OF 1 CFM PER SQUARE FOOT OF FLOOR 16.131 CONNECT TO EXISTING CIRCUIT. EC AREA TAKEN FROM A POINT WITHIN 12" OF THE SHALL VERIFY PRIOR TO ROUGH -IN FLOOR. THAT EXISTING CIRCUIT HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. 16.149 REPLACE EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR _ r 16.161 EXIT SIGNS CONNECT TO THE , UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT SERVING ADJACENT AREA. + I (A) IN AREAS WITH CEILING MOUNT FIXTURE ON CEILING 2'-6 FROM WALL, CENTERED 1'-0" ABOVE DOOR 1 MECHANICAL I __ OPENING. [ ;...,._ wl FU ISH AND-IINSITALL TWO 2 1 C -; LINES, .TYP � ?!. O (B) IN WALL AREAS WITHOUT CEILING, i 4FO ;SECURIT ;CAMERAS. COORDINATE MOUNT SIGNS ON WALL, CENTERED 1'- I; E5 MOATING OF CONDUIT WITH 0" ABOVE DOOR OPENING UNLESS TERMINATE CONDUIT WITH GROMMETS AT 4" ABOVE BOTTOM OF ROOF JOISTS, TYP OF 2. SECURE CONDUITS TO UNISTRUT, TYP C ME IANICAL {JDI ARCHITECTURAL NOTED. OTHERWISE. 1� r , 16.163 EMERGENCY LIGHTS CONNECT TO THE j UNSWITCHED LINE SIDE OF LIGHTING - - i CIRCUIT OR NIGHT LIGHT CIRCUIT i f SERVING ADJACENT AREA. DO NOT SWITCH n j (A.) WHEN SHOWN ON WALL MOUNT 1'-0,/ I I BELOW CEILING OR BOTTOM OF Ll 1jj STRUCTURE, WHICHEVER IS APPLICABLE. I (B) WHEN NOT SHOWN ON WALL, MOUNT _ ON CEILING OR BOTTOM CORD OF BAR %a 0, _� REF ARCH FOR REF MECH FOR TLE PIT f JOIST, WHICHEVER IS APPLICABLE. SUPPORT POST UNISTRUT -- - ! (C) COORDINATE LOCATION OF FIXTURE W C. C. j ll I WITH DUCTWORK TO MINIMIZE THE F- o iI j I L AMOUNT OF SHADOWS. z °°N 4 II Q Oa) C x r 1 n ! 16.475 FURNISH AND INSTALL NEW 20 AMP, • `2 120 VOLT CIRCUIT(S). FEED FROM z • II I TLE FLOOR LJ-- ;I ___:__._, ..... PANELBOARD AS INDICATED. PROVIDE �i 1 ) 20A -1P GFCI CIRCUIT BREAKER. EC SECURITY CAMERA f 16.125 TYP SHALL MATCH TYPE AND AIC RATINGS CONDUITS, TYP i - OF EXISTING CIRCUIT BREAKERS. EC ,.. L SHALL VERIFY PRIOR TO ROUGH -IN n _ THAT EXISTING PANELBOARD HAS ROUTE 2 - 1 CONDUITS TO (, I I SPARE CAPACITY TO ACCOMMODATE PIT TERMINATE CONDUITS L _ ._ __ ...,.. ___ ._ _._(..':. L - ,' --- -- _....I ADDITIONAL LOAD. WITH GROMMETS, TYP. 16,957 CONNECT CIRCUIT(S) TO EXISTING - BRANCH CIRCUITRY. MINIMUM WIRE 16.S48; TYP IN SIZE AND PANELBOARD CIRCUIT ARE TLE PIT NOTED. VERIFY SIZE, RATING, AND CONDITION OF EXISTING BRANCH TLEELECTRICAL CONDUIT RISER CIRCUIT CONDUIT AND WIRE PRIOR TO dd TLE PIT ELECTRICAL PLAN USE TO ENSURE THAT THEY MEET T REQUIRED SIZE AND ALL U.L. NTS BGWRAC10E2d 3RATINGS AND REPLACE AS REQUIRED. 16.R55 FURNISH AND INSTALL HANDLE LOCKS (LOCK OFF FOR MAINTENANCE) ON THE CIRCUIT BREAKERS INDICATED. 16.SO3 REPLACE ALL LIGHT LENSES WITH NEW PRISMATIC ACRYLIC LENS FOR ALL LAY -IN LIGHT FIXTURES IN THIS AREA. 16.SO4 FURNISH AND INSTALL NEW TUBE GUARDS AND CAPS ON ALL EXPOSED LAMPS IN THIS AREA. 16.505 VERIFY THAT ALL EMERGENCY LIGHT FIXTURES IN THIS AREA ARE IN TYP PROPER WORKING ORDER AND "LIKE - 7 -E1.2 NEW" CONDITION (CLEAN, LAMPS ARE OPERATING, BATTERIES IN GOOD -.,.. _.. �_.._..... � ISSUE BLCCK WORKI~ FITTED N WITHOSEL ONDIA NOSTICS RE IS 03-06-09 ADDENDUM 3 t REPAIR OR REPLACE EMERGENCY LIGHT ?'`_ FIXTURES AS REQUIRED. t, 42 TYP ^ 16.548 REPLACE MISSING, PAINTED, OR DAMAGED ELECTRICAL COVERS, I I RECEPTACLES, AND CONDUIT. 4..,::.. 16.161 16 ! .i 16.WO4 120 VOLT GENERAL POWER CIRCUIT(S): FURNISH AND INSTALL '- - - NEW 20 AMP, 120 VOLT CIRCUIT(S), I; ! OR AS SPECIFIED ON DRAWINGS. I FEED FROM NEAREST 120 VOLT PANEL, �.o --- ._._ ...... -- - � - - c - ---- WITH ADEQUATE SPACE AND AMPACITY. Lj I " A. CIRCUIT BREAKER FOR CIRCUITS ' l INDICATED WITH GFI SHALL BE DISCONNECTION GFCI TYPE FOR PERSONNEL COORDINATE AND RECONNECTION OF I'a PROTECTION. 16.1 1 E5 I 3 MECHANICAL CONTRACTOR. j �1, 3 °..; n 1 ; 1 n 61 1 16.W13 WATER HEATERS: SAIL ----..-- - -- --- ,_ ...._...._ _.__ _........_....------__ _ �_... ---- A VERIFY REPLACEMENT OF - _. ...__..... _.....-_._.._.__ �- .... .... -- _.... ....__. _.- _ - - - .... _. _ ..._ -- - --..__-� _..- 1..__..._... _._:__-_-.-- ,..........---.._.1�_ MECHANICAL ROOM T - EXISTING WATER HEATERS WITH WAL- ( 1 r---------- �= MART CONSTRUCTION MANAGER. p, �] DISCONNECT EXISTING, AND r RECONNECT NEW WATER HEATERS, AS ME ANI I ✓ ° �` TR 1 3 17 RECONN CT TO I _ p -- ---,- 1, REQUIRED. COORDINATE WITH EXISTING AIR -� _ - ........ _. _. _ - I ( -:. ---- - :;;:..._ MECHANICAL ! _! CONTRACTOR. COMPRESSOR � I � I 1 n n n • i I STORAGE _-- B. FURNISH AND INSTALL HANDLE 1/ - L30LOCKS I STORAGE (LO FF) L CIRCUIT CK 0 0 N AL I T Dr.-.. ,, _ I I c CI BREAKERS FEEDING WATER HEATERS. CHECKED BY: _-KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 02-13-09 DOCUMENT DATE: 02-06-09 !�I. 16.11 1 �.}r� n 16.W16 EXISTING OFFICE AREAS AND/OR _ - H3 8 RESTROOMS 1 WILL BE REFURBISHED BY --- L)' �.._._...... .-_ __. _....__ __...._.._.._ ._ - - _ ........... .....i GENERAL CONTRACTOR. REMOVE ALL ELECTRICAL ITEMS FROM WALLS AND LlI WAITING AREA CEILING, INCLUDING HAND DRYERS I �f H3B-2,4,6 i [ I f TLE SERVICE AREA 16.S05; TYPICAL IN I n n RECEPTACLES, SWITCHES, AND 11 WAITING ROOM __:_: ALL TLE AREAS._.._i I LIGHTING FIXTURES AS REQUIRED. ETR I u I I INSTALL AND RECONNECT AFTER NEW u FINISHES ARE IN PLACE. 16.S48; TYP IN : ! I -- -- :, � 1 ' I COORDINATE EXTENT. OF WORK WITH ALL TLE OFFICES I ... �_ 16.131 TYP ' I GENERAL CONTRACTOR. J , t� �, ETR ;'n n n 16.W33 RESTROOMS : - - CUSTOMER AREA A. j TYPICAL IN (NOT 16.S48; SQ ARE D Y3FG1 OR C ! EXISTING LIGHTING REMOVE EXISTING HAND DRYERS I i f. AND REPLACE WITH NEW HAND DRYERS, J ALL TLE AREAS GENERAL CONTRACTOR TO VERIFY THAT EQUIV ENT MOTOR SHOWN) TO REMAIN. CLEAN t__I n n u j FURNISHED BY GENERAL CONTRACTOR. I I E ALL SO -CORD DROPS ARE SUSPENDED STA ER AN i ENCLOSURE L3D-21 L3D-13 LIGHT FIXTURES AND RELAMP. i CUSTOMER WITH GRIP STRAIN RELIEF CORD F BOOS R -P -DMP.. BY -1 F(25A-1P) -----. I ... _ AREA j _...A-_ _ _ ; -_ _- .......... -- - ---- B. FURNISH AND INSTALL NEW -- CONNECTOR. FURNISH AND INSTALL NEW ELE ;1 RI IONTRAC OR. 16.957 t I C.. ..__- ....._..... ___......... 16.503 ' _ ..._ ._...___ _ COOR I' ATE EXACT 16.W04 ! i IF -1I EMERGENCY LIGHT TYPE 17, FOR EACH AS REQUIRED. REFERENCE 3 E3 _.16.R55 �_ �____ __ 4 j-...... r__� TLE SERVICE AREA RESTROOM IF NOT EXISTING. I LOCATI N -WITH ECHANICAL. I \ -. } �............_.__._-J �. ,.. ........... , _.._.. ., 1 c 16.W35 INSTALL CONDUIT SYSTEM CONSISTING ETR I- - ._. ...... - _............ _1... ____....._..__...... _ .__.__.L I l OF JUNCTION BOXES AND CONDUIT FOR 16. W41 - i --- . ._... MANAGER ALARM. SYSTEM, MANUAL .PULL NH L3D ; % - E... l a�.,,,-:.,.: 16.149 I 1 16.SO4 STATIONS HORN/STROBES, ETC. AS ! Ii (20A- ` ,..,, L3D-17 ,,° ,, _- I ,.:.- ,..,...__„ ; , ,' � .,. ;; p SHOWN AND AS REQUIRED BY ST r�r.__;......., _ BOEAKROOM cn:F Q ATE n n n AND LOCAL CODES AND/OR i GFI 16.475 HD16.SO4 ! / _. �....,, D C::II, BREAKROOM SECURITY .,.._ MANA ER ! - i w j ORDINANCES. COORDINATE LOCATIONS � AND POWER REQUIREMENTS FOR ALARM 8 E3 i ff ' � I ;,/;; � QTR EQUIPMENT WITH WAL-MART ALARM: "�v �.aa : � , ,....� _:I s 1 .131 DIVISION. INSTALLATION _. _....,..� n___s.__.I-1-C. ALLATION AND FINAL 6.1 1 � n , _._._._. _ - - .. _ , ._.., __� .._J _ �.._.._ _.._.l I _ _�.. -._... ....... --- _._._...... _........... ........ _-.._...._._--..__.-_ ONS LESS THAN 120 � ._._.._.... ___. - .__. _._-. VOLTS), SHALL BE BY .THE WAL MART 16.W16 RESTROOM 1 ,.._I RESTROOMS SECURITY ALARM DIVISION.' 16.W33 16.SO4 16.SO4 16.W41 FURNISH AND INSTALL RECEPTACLE E ACLE IN TLE FOR NEW E ELECTRIC WATER COOLER EWC . FURNISH ( ) SH AND INSTALL BRANCH CIRCUITRY AS REQUIRED,. -TLE P OWER PLAN.TLE LIGHTING PLANREFER TO KEYNOTE 16.475. L 1 8,/=1,_0,1,/ 1 COORDINATE EXACT LOCATION OF (EWC) WITH MECHANICAL CONTRACTOR. 1 „ 6.W43 FURNISH AND INSTALL NEW .�.,.. DISCONNECTWI SWITCH FOR AIR COMPRESSOR. MAKE AKE ALL FINAL CONNECTIONS AS REQUIRED.. TLE ELECTRICAL PLANS AND DETAILS EXISTING CONDITIONS WERE TAKEN FROMORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE. FOR HAVING DRAWINGS AND MAY A THOROUGH NOT REFLECT EXACT. 0 GH KNOWLEDGE OF ALL DR A W NGS A ND /AS BUILT1CONDITIONS: CONTRACTOR SHALL FIELD IN FIELD. THE VERIFY ALLEXISTING CONDITIONS ONS PRIOR TO FAILURE T 0 ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BpS. CONTRACTOR SHALL' KNOWLEDGE E DOES NOT .RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. N0 WITH ALL OTHER DISCIPLINES AND EXISTING,ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET. CONDITIONS: BECAUSE OF CONDITIONS THAT OCCUR DUE TO ' FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. E5 Li G N >- V) giE o OOW Lj L, OWK o 8z°a<u, z $ro 6- osm om�wWO-w�W�ZfnaNzP—�X Z woo,zu-°wmgFW O 30°VWg 2JNw°OooFm} 3OLqoz oz J . potw*<Oo-ww6r<o3 Z4 ;)ZN��VO�WW Ho 9;w Owu in SFU) 5u-zwmwwmp ISSUEBLOCK KLS DRAWN BY: >00 Fo 00 192 PROTO CYCLE: Q"O toi, n 0 cm 02-06-09 O O+ o d CN o a a)w� o V) w °OO H Z 0 MN N J p U i o o pQj� O < O (n0- L° Z w as O U z ISSUEBLOCK KLS DRAWN BY: a w A 00 192 PROTO CYCLE: O 0 cm 02-06-09 CN p o 0 O � p U i o o Q' � w as z 0 ISSUEBLOCK KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: "M DOCUMENT DATE: 02-06-09 CHECKED BY: KLS DRAWN BY: PLG PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 I -- _ _ GENERAL POWER STUB 1/2" CONDUIT 12.ATIONARY FILL PRITERCONDUIT TO ABOVE ABOVE LAY -IN CEILING AND ! » - _. _........ -- _._ LASER PRINTER..._ ---- _........ - -- _ ... NEC=P{3V�IE -._... CEILING TYP TERMINATE WITH BUSHING 13/4 CONDUIT TYP — — DOCUMENT REFRIGERATOR ICE ATA _ ___„ _. `. __-� j REFRIG RATOR SCANNER [7. - - I7 GENERAL POWER JUNCTION I N BOX FCR DEO rr, ISI, I1 GENERAL POWER F VICE DATA _ VOICE DATA DUPLEX RECEPTACLE [� l VOICE/DATA ! ---- VOICE/ DATA DATA I r I i JUNCTION BOX. -..,.., �.,,.__-- - -___ __..,._ , -._ /17 IT Q I w CID PU ! CPU f CPU j CPU 7' fa I f I i RACK POST TYP SHELF TYP ❑!_ I 6'-10" ,-6„ 4,-6,. 4'-4" 2'-3" 1'-8"1'-10"1'-10' [a! 10" 1'-1 " , „ 5" OVERHEAD ROLLING CLOSURE SWITCH 0 C1 1 -2 to Ill l ROUTE (1) 1" AND (1) 2" CONDUIT UNDER SLAB to CONDUIT CONCEALED IN WALL TO RESTROOM WALL, STUB OUT 8" ABOVE 6"x6"x4" JUNCTION BOX LAY -IN CEILING AND TERMINATE WITH BUSHING DPHARMACY RACK POWER PHARMACY INTERIOR ELEVATION 4 NTS 06.30.06 ERX12L 31/4-P — „— 1 —0 06.24.08 WRERX16L TYP H2P-20 rnn�,»nr •— r '77—W 12 h. VGRIr 1 Rt1'Lmtl rmtIV 1 UI' tmU I1NV _ — WATER HEATERS WITH WAL—MART -- - CONSTRUCTION MANAGER. DISCONNECT : EXISTING, AND RECONNECT NEW. WATER ATE S d RS, A REQUIRED. COORDINATE _ ; WITH MECHANICAL CONTRACTOR. ROUTE C�OU.NTER. _..._. _... _. ' -- B. FURNISH AND INSTALL HANDLE LOCKS 7 - (LOCK OFF) ON ALL CIRCUIT BREAKERS CIR �Tf�Y UNDER SLAB _. _..... T Q PANE ,LP. TYP _._ FEEDING WATER HEATERS. Q LP; j �,d j16.W72 A. FURNISH AN INSTALL 2 CO NDUIT - `� r FROM I " ELOWDCEILING TO 12" ABOVE -- - - '-- i CEILING. TERMINATE CONDUIT ABOVE :. -. _ r ......._ WITH D OT ENDS OF CONDUIT. � 16.�W06 BUSHING �... - .. CIU -13 I LP L� "11 B. STUB OUT 2" CONDUIT AT BAR JOIST I d I r — FROM ABOVE PHARMACY CEILING TO ! 3—EPH1 - _.� `-' ABOVE SALES FLOOR CEILING, WITH A / L .. BUSHING ON BOTH ENDS OF CONDUIT. �d g i 16.W74 PA. INSTALL MACYPANEL: PANEL LP. COORDINATE +16" __ �� FINAL LOCATION FOR NEW PANEL WITH VERIFY ALL UNDERGROUND - 16.W13 16 CONDUIT STUB UPS WITH I GENERAL CONTRACTOR PRIOR TO - DIMENSIONS ON ARCHITECTURAL ROUGH—IN. FURNISH AND INSTALL A NEW _ 16.6. 03 P / PLANS TYP. ROUTE ALL CIRCUITRY THAT 10OA-3P CIRCUIT BREAKER IN NEW IS REQUIRED OVERHEAD TO PANEL L1D3. MATCH AIC RATING OF 10 f 2„C� I OVERHEAD ROLLING # STRUCTURE THROUGH THE BREAKERS WITH PANEL LP SCHEDULE. FEED CLOSURE MOTOR PROVIDED CHASE. WITH (4)#1, 1 AND (1)#81G IN 1&1/2 1 O#8G, I 1 11 �- INSTALL 3 BUTTON CONTROL ! I; CONDUIT. REF. 1—E4 AND SHEET E4.1 LIP A STATION FOR OVERHEAD - B. ALL BRANCH CIRCUIT BREAKERS SHALL (25A-1 P) 16.228 a 1 ROLLING CLOSURE. E2.6 I BE 20A SINGLE POLE CIRCUIT BREAKERS LIU-15 PANEL LP' 16.W06 UNLESS OTHERWISE NOTED. 16.R53 J i 16.W74 16. W12 LP LP PROVIDE (3) 2" CONDUITS FROM 12 ABOVE OS ! PHARMACY SUSPENDED CEILING, THROUGH THE -- l ' ! 1 1 j NIGHT LIGHT PROVIDED CHASE, TO ABOVE BAR JOIST. ROUTE O DO NOT 5 4.. �' + O CONDUIT TO THE TOP SIDE OF CABLE TRAY WITH i ! I SWITCH, TYP FURNISH AND INSTALL 4 I V :m. j - + ,E CONDUIT CONNECTOR AND BUSHING EXTENDING JUNCTION BOX FOR FLUSH `� I' BUTTON. CENTER OF BOX _.__-- .__._.__ __.._ __.._ _... _ l NO MORE THAN 1" OVER CABLE TRAY. TO BE 3'-6" AFF. I. PROVIDE BOX AND 3/4"C TO EACH DATA BOX INSIDE THE PHARMACY TO BE i t. ? 17 1 .163 T�'P ABOVE CEILING. COORDINATE PROVIDED WITH A SEPARATE 3/4" CONDUIT WITH .MECHANICAL CONTRACTOR ROUTED FROM DATA BOX TO 12" ABOVE LAYIN _..._ _ __-__.- CEILING UNLESS NOTED OTHERWISE. TERMINATE CONDUIT WITH BUSHING. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY. NOT REFLECT EXACT A.THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS—BUILT" CONDITIONS.SPECIFICATIONS IN . CONTRACTOR -SHALL FIELD THEIR. RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE SUBMITTING FINAL BIDS.- E DOES NOT RELIEVE THE RESPONSIBILITY CONTRACTOR SHALL DEMOLITION OF CAREFULLY COORDINATE NEW WORK AND D EM T PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED OF CONDITIONS.: BECAUSE CONDITIONS .THAT OCCUR DUE TO FAILURE TO FAMILIARIZE .WORKERS WITH THIS KNOWLEDGE. W o ~ oo} � gz�� acs u -z ozdzQzo ry vows ayz ��m�o s!tIm, 6ac00 <<88vwi�� wnffiou'w O ffiwagavw-�wwy,zN�m - - -a>- Z mUOzLF' 6zSz�-¢ O aAao �?� U$w�W� 3Wk'I-`r`J`o?��azojEo oz Q z��6o° waf:wa6pFao3 < WmzF av)0�oN� NNV)I_z�wwz omw o ISSUE BLOCK Q 05-04-09 CCD #3 / 5 \ 05-12-09 CCD #4 CHECKED BY: KLS 0 �No 00 W A O 0 o L � tD I� PROTO CYCLE: (� d o o I I 02-06-09 r ��U)Lo .. �W o 0 CD Z mN N rnLc D o Jif z o 0 N~ F--�-�1 W r U ©(~ ISSUE BLOCK Q 05-04-09 CCD #3 / 5 \ 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: W A O 0 192 PROTO CYCLE: O � C=3 cm 02-06-09 CD O o N~ F--�-�1 W r 0 ©(~ 0 I c %�Y V L w y� z ISSUE BLOCK Q 05-04-09 CCD #3 / 5 \ 05-12-09 CCD #4 CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 SHEET: PH1 It_ GENERAL REFRIGERATION EMS NOTES 1. EMS INSTALLER SHALL CONTACT THE EMS SUPPLIER TO OBTAIN A CURRENT MODULE I..... -- .. CONFIGURATION PRINTOUT BEFORE TERMINATING SENSOR LEADS AT INPUT MODULES. THE REQUEST FOR THE CONFIGURATION PRINTOUT _ - SHALL BE MADE PRIOR TO THE INSTALLATION iff OF EMS CABLES. WIRING TERMINATIONS SHALL BE LANDED ACCORDING TO THE EMS SUPPLIER CONFIGURATION SHEETS. 2. EMS INSTALLER SHALL PROVIDE COMPLETED I REFRIGERATION SENSOR INPUT VERIFICATION l� - FORMS TO THE EMS SUPPLIER AT THE I BEGINNING OF THE REFRIGERATION EQUIPMENT STARTUP. EMS INSTALLER SHALL PROVIDE - .... _1 ASSISTANCE TO THE EMS SUPPLIER FOR SPOT I CHECKING OF SENSORS FOR ACCURACY. 3. EMS INSTALLER SHALL BE PRESENT AND (f) 6F_Z a� 00 PROVIDE JUNCTION BOX FOR ! AVAILABLE TO RESOLVE ISSUES AND PROVIDE w aaazoN zy� i REFRIGERATION STARTUP ASSISTANCE UNTIL W$o <�rnwviac�io CONTROLS OF FAN COIL L K n wU v r, RELEASED BY THE EMS SUPPLIER AND 0 aaio�vwi�rngm��oow PROVIDE JUNCTION BOX FOR 1/2 PENETRATION THRU ROOF FOR WAL-MART REFRIGERATION CONSTRUCTION W, wzwz;_D Fww�zrna� CONTROLS OF FAN COIL SENSOR LEADS AND SEAL, INSIDE AND OUT COORDINATOR. a��oo� `��`m'`zm'm C Z m ozw �w w WITH SILICONE OR EXPANDING FOAM oUgoB�wW�mowo D 1/2" PENETRATION THRU ROOF FOR AND SEALANT W o� ug -0 oZ SENSOR LEADS AND SEAL INSIDE AND ___.____. 4. DURING THE REFRIGERATION STARTUP THE EMS on.I`'�m0 00 � za INST J *< o~a4;wa6 ao3 OUT WITH SILICONE OR EXPANDING 2 CONDUITS TO JOIST LEVEL AS i - ALLER SHALL COMPLETE ALL UNRESOLVED �Q� �i.-� I"c� wa FOAM AND SEALANT NEEDED FOR CABLING AND PROVIDE Z) a wcAz �wmQ56N-j REFRIGERATION WORK PRIOR TO WORKING ON d 0:6<n wr_zW� ow�w 1= _ofYi �5amv� BUSHINGS AT EACH END TYP - OTHER EM W ._-_ __._. _... ...,-._ _ ....,_. S INSTALLATION ITEMS. Nw z o v � j vi-nmii�'ozw wG�i�o EXISTING UNISTRUT TO=�--ogwa rn�dmma� RETURN AIR TEMP SENSOR ._.. _ CEILING OF BOX STRUCTURE f-_-___ ._._.. UC URE AN6 TOP � _.- ____.._-__..,... _..._ .....----_-_--_ ---_ .._... ----- _ __ w ___.....----._....... _,_..___._ _ ._ 5. WHEN THE EMS SUPPLIER IS NOT SCHEDULED T OF COOLER.--­,,,^�I PERFORM THE ON SITE REFRIGERATION STARTUP, mN THE EMS INSTALLER IS RESPONSIBLE FOR ?C) _- n� N MOUNT NEW PERFORMING o0 CEILING OF BOX . GALL CHECKS AND TEST TO r_---______ ____—=,.__,...:_ -,,: ... ENSURE -co�,� CIMS VERTICAL _ _ _ _ _ ;° . S0 LED DISPLAY - - A FULLY FUNCTIONAL REFRIGERATION CONTROL 1S AT THE I �; SYSTEM. CONTACT THE EMS SUPPLIER FOR THE �, E TOP I THIS AREA DESIGNATED FOR CIM S. r o BLANK TEST VERIFICATION FORMS AND ''- :v c n' r INSTRUCTIONS FOR COMPLETING. ALL Epi E5 REF CIM SCHEDULES FOR QUANTITY 5 -9 5 .) _ _.. EXISTING I "� a� , WIREWA �,.,T ono-1' ' I qTING) : _COMPLETED TEST VERIFICATION FORMS SHALL BE J� � °��,SECURE SENSING ELEMENT AND CABLE WITH (2) NYLON Y L -_ ... -- RETURNED TO THE EMS SUPPLIER.z ``' o°0 C)_ . __--------------------J (RELOCATE) (EXISTING) (EXISTING N y 0) oXMOUNTING BRACKETS {PANDUIT #PP2S-S10-X) AT RIGHT �)(MTD J LTD t4b s REFRIGERATION ENERGY _ M�,a aANGLES TO EACH OTHER. PLACE BULB APPROX 3" OFF CENTER IN MAXIMUM RETURN AIR STREAM. MOUNT BRACKETZ WITH EXISTING FAN SHROUD MOUNTING SCREW. DO NOT --_ MANAGEMENT SYMBOL 0 _SDRILL HOLE IN DRAIN PAN TO MOUNT BRACKETS EXISTING PLYWOOD__. ... :_� s BACKBOARD "' 0 CASE INPUT MODULE SINGLE IL EVAPORATOR DUAL COIL EVAPORATOR °� _ �- TC-17 TC-17b TC-17 ��, ° , COOLER/FREEZER ROOF s MTC-6 _-_ _ SINGLE COIL EVAPORATOR S REMOTE TEMPERATURE SENSOR(RTS-10) - ._..__ _ ......._ _ A �, -- SENSOR, REF 4-REM1. TEMPERATURE-3 SENSOR LOCATION DIS DIGITAL INPUT SWITCH 4 NTS EXISTING CIM BACKBOARD � ;.....5. 40 3 06.29.01 EE08 NTS 09.29.05 WREE07 S TC-18 it E.M.C. ENERGY MANAGEMENT CONTRACTOR w l _ 0 z TD-13 S S TD-10 w _ _. TC-11 EMS ENERGY MANAGEMENT SYSTEM D-10b �N S , -- - EP/2 EXECUTIVE PROCESSOR/2 TD-13b s S 5It I - TC-111 S, TC-11c r*V IOM INPUT/OUTPUT MODULE •, I �i Lr c TD-13 s S , TD-10 -11 �_ ..' LT?-# LOW TEMPERATURE RACK SYSTEM 0 I I TC 15 I � c s . MT?-# MEDIUM TEMPERATURE RACK SYSTEM D-10 TD-13 S S TC-1 Si TC 15 II ! w I TC-1 �"� LI o II TC-12 € ISSUE BLOCK lS TC-12 S Q 03-06-09 ADDENDUM #3 CIM—Al Sq�IEDULE E qM—A2 SCHEDULE E qM—A3 SCHEDULE E qM—A4 Sq�IEDULE (E) qM—A5 SCHEDULE (E i s; , Tc-12 -- a 1 LTA-1a (SENSOR) 1 LTA-6a SENSOR 1 LTA-8a (SENSOR) 1 LTA-10a SENSOR LTA-12a J ----I! j ,...I Q 05-04-09 CCD #3 2 LTA-1b (SENSOR) 2 LTA-8b (SENSOR) 2 LTA-Bb (SENSOR) 2 LTA-10b 1 (SENSOR) TC-12b S I! (SENSOR) 2 LTA-12b SENSOR fI 3 LTA-2 (SENSOR) S� TC-12 3 LTA-6c SENSOR 3 LTA-8c (SENSOR) 3 LTA-10c SENSOR 3 LTA-12c SENSOR 4 SPARE 4 LTA-7a SENSOR 4 SPARE 5 LTA-5a SENSOR 4 LTA-11a SENSOR 5 LTA-7b SENSOR 5 LTA-9a SENSOR 4 SPARE 5 LTA-11b SENSOR 5 SPARE TC_ 6 LTA-5b (SENSOR) 6 LTA-3a (SENSOR) 6 LTA-9b 12 (SENSOR) 6 LTA-4a (SENSOR) 6 SPARE J ., I <. 7 LTA-5c SENSOR 7 LTA-3b (SENSOR) 7 LTA-9c SENSOR) 7 LTA-4b (SENSOR) 7 SPARE T U 8 LTA 5d (SENSOR) 8 LTA-3c (SENSOR) 8 LTA-9d (SENSOR) 8 SPARE 8 SPARE AUX SPARE AUX SPARE AUX SPARE AUX SPARE II TB-7d ! CIM—Bl AUX SPARE S r_ SCHEDULE E) CIM-82 SCHEDULE (E) CIM-83 SCHEDULE E CIM-84 SCHEDULE E 0 1 LTB -1 a (SENSOR) 1 LTB-6a SENSOR 1 LTB-2a (SENSOR) 1 LTB-7a SENSOR LTB-7b S j 2 LTB-1b (SENSOR) 2 LTB-6b SENSOR 2 LTB-2b SENSOR 2 LTB-7b SENSOR S LTB-7c 3 LTB-1c (SENSOR) 3 LTB-6c (SENSOR) 3 LTB 2c (SENSOR) 3 LTB-7c SENSOR 4 LTB -1d (SENSOR) 4 LTB-6d SENSOR 4 SPARE(SENSOR) f i 4 LTB-7d SENSOR I S 5 LTB-5a SENSOR 5 LTB-3 SENSOR 5 LTB-4 SENSOR D 1 a 6 LTB-5b SENSOR 5 LTB-10a SENSOR (SENSOR) 6 LTB-8 SENSOR ( ) 6 SPARE LTB-7a 7 LTB 5c SENSOR 6 LTB-10b SENSOR �� 7 LTB-9a (SENSOR) 7 SPARE 7 SPARE 8 LTB-5d (SENSOR) 8 LTB-9b (SENSOR) 8 SPARE LTB-10a LTA-3b �4 ; 8 SPARE LTB-10b LTA-3c - LTA-3a - �, EX TING CIM BA CHECKED BY: KLS KBOARD. _.._ __..._ _ LTB 6d I Ku �. LO. TD AB VES MEAT PREP. DRAWN BY: PLG AUX LTB-5 DT SWITCH AUX LTB-6 DT SWITCH AUX SPARE AUX SPARE 4 S S S S a , > .Jv� '.'. i it "�, y, REM1 PROTO: 192 CIM—Cl SCHEDULE (E)CIM—C2 SCHEDULE (E) CIM-C4 SCHEDULE (E qM—05 SCHEDULE (E) qM-C6 SCHEDULE (E) qM—C8 SCHEDULE E) _ .. ' ; - slM 1 MTC-1a (SENSOR) 1 MTC-4a (SENSOR) 1 MTC-10a (SENSOR) 1 MTC-12a SENSOR 1 MTC-18a (SENSOR) 1 MTC-15a SENSOR CTA-12b LTB-6b S PROTO CYCLE: 03-06-09 2 MTC-1b SENSOR 2 MTC-4b (SENSOR) 2 MTC-10b (SENSOR) 2 MTC-12b SENSOR - _ RELOCATE o ", \i' . �. - eL C _. 3 MTC-1c 2 MTC 18b SENSOR 2 MTC 15b SENSOR ( ).,. , Am :.,, �.. '..,+.. - vS LTB-6c ` . a 5 1..._J _,_ S .__LT -12a i r, _ ..� DOCUMENT DAT - - SENSOR 3 MTC-4c SENSOR 3 MTC-11a SENSOR 3 MTC-12c SENSOR 3 MTC-19a SENSOR 3 MTC-15c SENSOR -- {'� -- ..,_ __.:� ,. I rl �°, _ � E. 02 06 09 4 MTC-1d SENSOR 4 MTC-4d �TA-12 S r (SENSOR) 4 MTC-11b SENSOR 4 MTC-12d SENSOR 4 MTC-19b SENSOR 4 MTC-15d SENSOR ��_ ( '�5 MTC-1e SENSOR 5 MTC-5a SENSOR 5 MTC-11c SENSOR 5 MTC-12e SENSOR 5MTC-19c SENSOR S 5 MTC-17a SENSOR REEOCA E S 6 MTC-1f (SENSOR) 6 MTC-5b SENSOR 6 MTC-11d SENSOR MTC-12f - _ 1b._, 6 (SENSOR) 6 MTC 19d SENSOR 6 MTC 17b (SENSOR) - - 4 7 MTC-2 SENSOR 7 MTC-3a SENSOR LTA-8b ff 7 MTC-6 SENSOR 7 SPARE 7 MTC-19e SENSOR 7 MTC-17c SENSOR - - (RELOCATE) , 8 SPARE 8 MTC-3b SENSOR RELOCATE l XI ( ) 8 SPARE 8 SPARE 8 MTC-19f SENSOR 8 SPARE (RELOCATE) �t_. d. .. , . AUX SPARE S ...__ L,.... - S LT 8a , .1- AUX SPARE AUX SPARE AUX SPARE AUX SPARE AUX SPARE _ 1 TB 5d CLIA-8 s __...._ --- _ L - - sj (RELOCA 'E S _ s .a_ LT CIM—DI SCHEDULE (E) CIM—D2 SCHEDULE E) qM—D3 SCHEDULE (E CIM—D4 SCHEDULE E\ I- ? � T- O -� _ Y ) \, 9,. 1 MTD-1 a (SENSOR) 1 MTD-6 (SENSOR) 1 MTD-11a (SENSOR) 1 MTD-10a SENSOR - - FA�7 LTB-5b S I, - 2 MTD-1b SENSOR 2 MTD-7 SENSOR (SENSOR) ( 2 MTD-11b SENSOR 2 MTD-1Ob LTB-2b (RELOCATE) 3 MTD 1c SENSOR MT ( ) SENSOR - - S,1:, LTB-5c .., ( ) 3 D 8a (SENSOR 3 MTD 12a SENSOR _ (RELOCATE)\....., r._f 3 MTD 10c SENSOR - �. _ _._...---- ..._._.. - ,;,, , - ,� 4 MTD-2a SENSOR 4 MTD-3b SENSOR - _ ) S 1......... S LT 2a - . _._-.._L._ - ( ) 4 MTD 12b Z" _,:_ . _...._._ _.... _ (SENSOR) 4 MTD 10d SENSOR LTB _2c'V : S _ _....,.._. ___,._. � S -,__ 5 MTD 2b SENSOR 5 MTD-13a SENSOR 5 MTD-14a SENSOR S S M D-2a „ �l Eli 5 MTD-9 SENSOR (REL-OCA _ _�-.::_. _ .,.- - -_ - _.., [. 1 LTB 5a 6 MTD 3 (SENSOR) 6 MTD-13b SENSOR MTD-14b(SENSOR) Q I 7 MTD -4 66 SPARE - - (EX STi11GG� MTD 2b (SENSOR) 7 MTD-13c SENSOR 7 SPARE 7 SPARE - _ LTA-4 8 MTD-5 SENSOR 8 MTD 13d (SENSOR) 8 SPARE SPARE(RELOCATE) A SPARE , LTA,-- S \ 8 V ` UX AUX SPARE AUX SPARE AUX SPARE 9 ' ,.. I TC-1 , __ 4 Am COMPRESSOR HOUSE #1 �OMPRE TC-19 S-.- S TC 19 � SSOR HOUSE #2 ## DENOTES THOSE E.M:S. DEVICES THAT ARE MONITORING ONLY. T C-19 S �+ Sr TC-19 m „ » I ** DENOTES THOSE EMS DEVICES THAT ARE FIELD IN i RACK »A„ RACK „B„ i i RACK C RACK D � STALLED. THE REST ARE TC 19b I , i CONTROLLER CONTROLLER + i CONTROLLER CONTROLLER i FACTORY INSTALLED. - - - - - - - - - - - - - EXISTING CASE INPUT MODULES NOTE: ,,.,w..,� „ (E) DENOTES EXISTING CIM FOR EMS M CIM-A1 M CIM-B1 M CIM-C1 M CIM-D1 CONTRACTOR TO REUSE.. DENOTES EXISTING M CIM-A2 - _ "(R)" CIM FOR EMS S r M CIM B2 M CIM C2 M CIM-D2 ,.\ ._.. MTC-1 c , S S MTC-1f,, CONTRACTOR TO RELOCATE AND RECONNECT. S \ ,. S r - ,._._ ., _T --- ALL OTHERS ARE „NEW" \__ - - ; M CIM-A3 M CIM-63 M CIM-C3 M CIM-D3 ,,., LTB-3 S M CIM A4 _ .__ � �, _ __.. , � ... M CIM B4 M - _ _ _ . -i.; ; > ,. ,, CIM C4 M CIM. D4 CIM .ONE LINE DIAGRAM REFLECTS THE INTENDED. � i -•L ._c:_ __: � t._:_.... M CIM-A5 DESIGN BASED ON NEW CASES AND EXISTING - .:`'�,�` �_ ..--- __.,..... ..... „ M CIM-05 SYSTEM NUMBERS:, EMC SHALL VERIFY ALL _.._ � .__ .._., __:..: r. ... EXISTING CONDITIONS AND LOCATION OF ALL EMS F_ . w.=__.. � ,_.. .MCIM-C6U - .. , ,... .. r.:..., ......_,m....._.; EQ EQUIPMENT PRIOR TO ROUGH IN. II M CIM-C7 - M CIM C8 r . IG ATION I ENERGY I ERGY PARTIAL ONE-LINE. , , MANACM DIAGRAM ENT REFRIGERATIONPLANS SPEMS, ECT RU M GROCERY, 2 EXISTING G NTS ; CONDITIONS WERET , TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING 1 �1/16"=l'-O'DRA { WINGS AND M MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS-BUILT"SPECIFICATIONS CONDITIONS. CONTRACTOR SHALL. FIELD CATIONS IN THEIR RELATED FIELD..:. THE V F ,. ., VERIFY FAILURE .. A E TO ., ALL EXISTING ACQUAINT T ,. .. ,... _ _ ... CONDITIONS Q HEMSE F 0 PRIOR TO L WITH THIS SU KNOWLEDGE SUBMITTING TTI -- NG FINAL BIDS: CO DOES NOT RELIEVE CONTRACTOR SHALLTHE RESPONSIBILITY CAREFULLYOF PERFORMING COORDINATE E ORMING THE' WORK NEW WORK. AND. DEMOLITION PROPERLY. N0 AD WITH ALL OTHER DI ADDITIONAL COMPENSATION DISCIPLINES AND EXISTING SHALL BE ALLOWED- 'SHEET. CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. REM1 I , 1 A : I , I : I! I 11 I I i I I I I " , - �'', I � � � 1:�, 1�1 il Il I - I I !,I,, '': I 11� � I �,� l : - I,— I � I - : i � - __ - ; I - - I I I - I I I ] I I . - � � GENERAL REFRIGERATION - ELECTRICAL NOTES I REFRIGERATION . I 1, 1. PROVIDE ALL CONDUIT AND CONDUCTORS AS l, �i� --___�,�1-! - C, H ABBREVIATIONS ; "' ----------"------ __ --- - - - 7- - ­­ ___________­ - - ­'_ __ - - - _____=__7 -�-��7,�"----..-�---"�___,--.-,.,:.-_.�-_.��-� ---- ---- _____,m,:._­_,__1.�­ �'_"` - __�.__..7�,.�__'��, __.m,.�.. _�__=.�____' = INDICATED ON DRAWING. TAG AND LABEL EACH I 22a 20A, (2)#10, (1)#10G, 1/2" C I � " ___�,�'__,i �'�i ,____ ___�: � i . _ - - ... - - __ ____ ., __ __ , - --- _______"..­.,..__,..____ __ _­,.­_,= - -, -, �1��� __ - .1_�:�_' �_____, ___ I , � , � - . .. � '__ - __ � --- . . - ­.. - - �- - - __ � . . ...­.­ - . � ­­ I ! - ­­ � - - _­.­ - i !- - �j 1 A/S ANTISWEAT HEATER CIRCUIT FOR TERMINATION BY REFRIGERATION 20A, (2)#8, (1)#10G, 1/2" C i � �, � � I �, 1 , i ! CF COIL FAN ELECTRICAL CONTRACTOR. !� I � i ! I � t I 20A, (2)#6, (1)#10G. 3/4" C � il i � 1 C CONDUIT � i � 2. COORDINATE ALL WORK WITH REFRIGERATION i I I i ; , : CNTRLR CONTROLLER "I f p i __ i (2)#10, (1)#10G, 1/2" C i CH2F-38 , E.C. ELECTRICAL CONTRACTOR CONTRACTOR PRIOR TO INSTALLATION. � I i I I � , � 16.470 � - " i I ED ELECTRIC DEFROST HEATER (3)#10, (1)#10G, 1/2" C l /"', " l � ___ ,11�'/ 11., - , '11 i EF EXHAUST FAN 3. KEEP PENETRATIONS THROUGH COOLER AND (2)#8, (1)#10G, 1/2" C ! _�, 1/ /, \ � � I FZR FREEZER BOXES TO A MINIMUM. ROUTE ALL A4 ! 0�111 / / I ,- ! ­� -V---�- /,,, I - " " I GFI GROUND FAULT CIRCUIT INTERRUPTER CONDUITS SERVING FREEZERS AND COOLERS ON (3)#8, (1)#10G, 3/4" C I I ,,, CH2F-36 -�-��� CH2F-20 " j _�, � I of.)-�----.--�..�.�-��----,�---�ll-�,.�...I -- ­- ----- _J - 6a: .... - �, L:-_.. - ­� -_ -- __�_�._..=::.-:=- --; I ' I CLM 7 . . __ .11 - I ­­.__..___ --.,.,-- = __ - _=­ - � - ___ � :� __'_'�___ i ,iTUILCM ,.I. 1]:�-J.tj . . . . . ... ­­­.. - -.1 .. =-----,.,-,�."��..-..,-"...�=�'-..-.�-�-,---.--",--- _,___ j HTR . - .1 - I -­ ....... . I I . - .. " 7m 1- ______ _­­ .­..__.._.__..­_____ , _,_� �_ HEATER INSIDE OF BOX. i ­,­- -11 .1 Tm1f,""', �� _.."=L==_74 G, GND GROUND 1 1 ­. -- - -- ­­ , , - � = i �� - �� _._­.'._ - - - _:___= .. __ F�- (3)#6, (1)#10G, 3/4" C � j -11 - ___._..._...._ �! � I G ISOLATED GROUND i 1 I !i , it l 4. ON GROUPS OF THREE OR MORE REFRIGERATED I � : i 7 1, ,,, LIGHTS CASES WITH ELECTRIC DEFROST, REFRIGERATION - 1 I 11, �! __ ,"I � LTS � . CONTRACTOR SHALL CONNECT CASES TO ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C I �, \ /_�� TYP COOLER BOX DOOR j; i M.C.B. MAIN CIRCUIT BREAKER � " LIGHTING WIRING, TYP --- I M. L. 0. MAIN LUG ONLY CREATE A THREE-PHASE HEATER CIRCUIT. RATED TERMINATION AND COPPER CONDUCTORS I .,,I ,\", / REF 4-RE2 I'l _­ - I I HEATER LOADS SHALL BE BALANCED BETWEEN \ ' �j ��� , CF 1! �r_,­__ -III NTS NOT TO SCALE - ....-a , , - WITH TYPE THHN/ THWN-2 INSULATION. WHERE , CF ,� S POSSIBLE (REF CASE ALUMINUM CONDUCTORS ARE ALLOWED PER d. D-14 ,' \ � M TD_ =1 2D <2m�> <IiEff> <YT� ll PNLBD PANELBOARD � 11� -69 ./ N ii I \�v - -CATE) (EXISTING) i SPECIFICATIONS AND FOR TERMINATION OR I 4' 1�\ I rl"'_ � (�REEO (EXISTING) (EXISTING) !l ...-. I PART PARTIAL 1 � " I , , --I I,'/�,,,,/,,/,"` , , // " , 1! ! d �- i J I DEFROST WIRING DETAIL). 77 11"�,,��,�,,,',, [/"",", 1/////////"o � , , " ["/,//,�/"/,-",/' �",'�_7_1 �7717 /I /�/�., /I,. ! I PH PHASE Ld I INSULATION TYPES RATED LESS THAN 75 DEG C, CH2L 1 , I I '' � / "I 71 i! cn 6 Fs � . 9 10- >, MODIFY SIZES ACCORDING TO NFPA 70. I 16.470 i � � I P.O.S. POINT OF SALE Z) gumz <Z UJ - L, z I _7�_­_­_�___ w a ,,,a -D _ii791,F_,____. __� - - - - " �__­­­_l - -.1.1- - ­­= �=­m==­­___ -:-.--- _� I --u- . 41,�_ ___ =_., J __\, ___ '�� ... j[.=­]�_m�,=--:1 - I -1-1-11 - 11 RCPT " i� I - -i ___ _11 ... " " � L -.__4___.. __ I _��_��_: - .- __ I__:w _____ _=_-_j_=_-_-_:,�.� ��,_ 7 _�_, , ­­J._.w,.­____ "'I�___. .__== -1,7- \\' I REFRIG. REFRIGERATION 'If Qw1�B,oz . I p , � I � , I Uf M 80's Lo 3 LI L_ X, I / h 11.11 I / I . 1.11 I -41 .1 ___ _��I, - _.. / \1\ \ 11 - ­­" I REFRIGERATION ELECTRICAL CONTRACTOR - , �1111 �1_ , - I In I � oz I , ___�_ ' I 1; � i '�_ -rF- - I -7 I - __ 1" '11HIF z - F---.-.--- ,-4 ­-, , i I --,!I,-- I'l CH2F 2EIB I 111 1.1.11 I. --__-_.-­'... - ....:­--- " 1, - ,�. � 16.470 .17 � - " . "'I'll L IT �,,' / I jF11 i I � __ -9 , -.1.11 , - , I . 14 11 � I , i R.E.C. 0 M I ­=" m."�= _\ �� 1.__­__J_j1_ 1, at- v %� 7 j .1 i J " � 11- 3>;z,cntx l, P-__z_-..�­__.. __ F, , 1, ­_ __ - , ­­­... __ -1. __ , - _1_ --- � IIII �­_� _777 .= - __ - � I � .... - -11 ­­_ ,� ,,, i -ORMER 7-1 . =­.W­11� ­­ Ii7:- .... N __ . � __ i I 0 t - - _,;_ - �= 4 . - __ �­=l --1_ � � jj,�_'-fll,=4.- t_ __...li,_,__H_L_ 'j::_ - - 11.1-.- i - 1/,/�' , XFMR TRAIAS,' _-06- _rr , " 1-1 1 7-- - - ) - ­_ .---.. I - ... ... ­­ - - _ I - - :...=-= . __ - - - 11, � I I I I __­_ f I ��������� - '�:_ T/ ��_,�, 11 - - I ` I I I � I I I I I I I I. - I I I - ` ,\ I I I � A � I � I I I I I i 11 I __ - "' , _­_ , '�­ �� .� .". I - - - I ----- --- I', __ _"��� -7, - __­ \ -T - r --- --- � , \, ME, I � �, \ \ T - -N-, __ ­­ - � -_ _7 -'--- 7' ­_ �7 --p -- -1-\�- - I -- ­� -- � 1�, , \ ,,l � 1, I \ I I � I" , I" I .z .< I "', " , I , / I " \ " \ � I\ � \'11 ,"\, "" t z W LA_ 'm I n I ,,, ') \/ 1, I , " , "\, , / , � "' \, "I ',,�\, 1, , ", > '/ ,,, I / / ", , <�� I \ , I 0 j, OOF-0 , , � , . / �, / / , \ / " I , , 'I" I\ ", 11\ " , �� ,,,,, \, � ", , \" <�DI <�DI \ , \\:,�\ TYP TYPICAL E5 WUM. � , , ,� , ,,,,, `�,,, , " -�,,, , > �/ , , � , , � , ,H , ,,��I,--_ I , " ) \\ / \1, ,\" ,,> / `,>, ,� / >' � ,�,� _T � -1 ", \, " / Tl�__ -1 " , _T � -1 "', , 1� ! " /� , -- 7' ---- -p', \ � 1, -_ f _' '­ I 1", - 7\ _­ r Tl��,_ - I ... iI 1, ), C, T " -7�,4.1.!I-----.:.���--�--------.��.�-��.�z�,�. ­ _:�_.Zu�.��. ��:�-�:�-.=..�.'�..�:,-.����,,�l"/ , "I " ","i � "I " I ,, ,, ,, ­.- __1 " __� -1` ., , �` _ - -, " ,� , � I , � � I . �q 1,4 . - ��, /� �, � __ . __ ___ .1.1, __ - - � ­­` _ " ', ___ - .­­ �� � ,1 _­ _1_` _ _ � , "� " I W WIRE �_ ,g w 0 .Z,c Z 0 1 , / � - � ., � " _­­ .... ­ __ ­­ - _ , o .. . ..... .. ---1 � , I � - - - �11,,� , ,�,\'_. ___ z I ­­-­��_ 16.714 TYP \, I, WH WATER HEATER < - w M,6,40=<O�i 11/1' ,�= , '' , " W<o -2 z ". �^_ " F CH2F-31 11\1 �'\,', I w �-c W5 ,..,- il � "I \ � Z) < WiR� -) !: J,\�, " \"",, WP MO I^---^- "',�\ I w wQww COOLER BOX DOOR I � I - < a,.- � , I `\�', � a- i � 16.470 ,',, � "', I UH UNIT HEATER p= FS HEATER WIRING, TYP. (16.470) F 1� ,� ,,,�, " I I co D w Z� F_ <=C-6 1 L 1 16.765 \��11 UNO OTED OTHERWISE f2 ,-< �'w 'WE3�p I Q 1�1" ! �i I t-- = - �.765 122 " " � I L I D - - ..::_ -) \4�('�� .� :_ i I . Z_ , d __ �1 6.470 (16.470 - � . ; F CH2F-33 le ��2 L I 1i I la -7ar, h I ! I 11 L . j. t, �-/ 0 0� ;, I ! Y L__- J 1 I i I.:�_11=- = ---_� [:l 0 F CH2F-39 F&A/S i KEYNOTES c, L CH2L-22 ! i ["I i 1-11 � i F CH2F I T 2L I i 16.470 "' - - - __ ___ - .­.-­­.----- ­... I 11 ! ,---"---------"-- - - �, 16.765 __ .. =_ __= i ill I ­ "r ", - I I ....____­. 16.131 CONNECT TO EXISTING CIRCUIT. EC 11 - 'i MTD -9 1 �7�1 � 1,171 � SHALL VERIFY PRIOR TO ROUGH -IN , 1],", ,,\ ',,\ - � ",:�""X'\,� THAT EXISTING CIRCUIT HAS SPARE - - I ­- - I-- ___ __ - r",_, =: ": __ i 1 , � , ... - _____ _.. ���' L �:��:� l; 1 :7 ___.­.:. 11 ­ �-, - .. I ��_ CAPACITY TO ACCOMMODATE ��' 1_._...___-[_V4 - . , . e. =__ ]�,\,,�\\�,,,� ­_ --1 - ­_____ ..-- ____ ­ �` . L , 'v. I I I.J Ili , , I F MTD -13 - - � - ... - - i I L ""/L '" - , I �� `�_�`�� ",.-I ADDITIONAL LOAD. " A` 11 - �,,, __ ___ - � - - - I I � ______ - - t ____ i - __ ` `i_ - i ! I ED) 6. 80 1�__.__ = _ __ - 1 22 i MTC -18 I i I � , L 16.470 " - : :­_ _ � -RE2 ! � F&A/S I 22c I I --- -1 .. ­... .... _ � � 16.470 ; REF , I 16.470 � I I � , �, () 16.470 FURNISH AND INSTALL NEW 20 AMP, F&A/S (1-6.4-7-O-) J� I � x, 1! � " '--- � �,,,�,,, / � 16.765 i I �, ; � � ": I 8M j 1,1 -1 E-"--- - -] 120 VOLT CIRCUIT(S). FEED FROM M -) � : _� I 16.765 � , J! � , i i � I 1, -, _& 16.470 (16.765 1 1 � _ �. � \ , , , F� ,CH2F-41 _�_� , , M11= 41 I EC SHALL MATCH TYPE Amn mr, am , // ", l i � � I, i ___ � j i "I -.- , =�_f--_t ___ - ----- --- � ....... - ­­-­­ - - ----- I I i u � I... � . ___ --- � \I- . L ,CH2L-24 i -L-----,.i ____.- I ; � ­ _ - -] 16.765 CH1L-1 F&A/S�1CH'IF I � 'L.":,_,�1, __ _.- w��7= � PANELBOARD AS INDICATED. PROVIDE 'r i - � I - "­­_­iz�7T. ,"� I - - F&A S H1F-1 I � j" ,ri /�,,, ,>,\ i 1 7 1 V ,�', LTA -3 �l ! ! � � �, � ; � - .4 MTD -10 R-, ---1 --- I [I. 1. ,_ -I S f-l­l1l7_'?R -v---,�� -27 I � _�_ , " � � - . - -- - '1� l, - I L x) , I ,�', I I l,/1 11, 2OA-1P CIRCUIT BREAKER IF NEEDED. I I , � � I , i " " / . LTB -10 F&A S CH1F-26 �.. ". � ; \ ) F A/ ! l �­-"­ .. � 5 � i � / " / � I � / �, i �� � i I I \ , ,�� � /, / , . . I i 1 4 1 CH2F-42 I �:� � " ; , ...-ri'li I I',, � L� I � ��L�'L­:­��, � ... __ I 11 f I 11 � .11 'I, I I RATINGS OF EXISTING CIRCUIT I _71 , . - . . - - .. ,-.. __ __ , - . . . . - - . - - �j f i '11,14 i I p I I I 11 11 I . - -�-_',` 1L. .1 , , __ F _ � - -, 7�: -L - ____.._______ -.----- - ___._...__..___....._,_ . _._____._ ____,_._.,______1__-_._ ---I--- -�, � ,�. � I � .... � 16.470 ..� ,_� -, I I I I 11,11 ! � , ,,, 1, " ---- - -,.,.. _._________ =_," - , BREAKERS. EC SHALL VERIFY PRIOR , - - __ � - I I �, '­ _��_ ­ E I _.__� i i" ---,-j --------- - --- '==1:=AT1T____ -, ,� ", III I -1 - � - ____n zs�___z,��;, - '."'"L l ,_� I I , 1� ', " � L. I ... (ED) "'" ,�` -_ ­.. -_-__-z _­ ll LL - -- - -_ lr�� --=� I z", , � �" ` \ TO ROUGH -IN THAT EXISTING I - ""'; �� -'- ­__ i - - _ i I � i ", - I ,\ ­_ I I - � , , . L .---. � � I , _1 �­ 1. - - PANELBOARD HAS SPARE CAPACITY TO I 77, lr_,-._,�� _. I l ,? I .. . � - --- __... - � - =_. - I -26 ­ -i iiI=� I I , 11" v � � 1�1 1 4 1 III i III 411, ­ , A ['1Z 1� i /' 1� - --- __... - -.--- - _ _,_ = , �,F==­ - ­_ - __ __ --....---. � � ._ , .--,---. III III _ 11 . � , .I.- - ,__,___,. , - . . ,I' - --- ---- ­�- - \, I, 11, - - I-— ...... - -- __ .. -, - -1 __. ... � , P � --T --- - I � T.-.....- i, , , ­­ �__ i � I � - � , I ,�) I - ---- ---- '"I"L­­ ACCOMMODATE ADDITIONAL LOAD. \ 7" , '�,/ ,,, "�/ ", , I'll V ) _�_ I _,7'_-"__' __ � ", "�\ I I - 1-11, ....--..-- III ,_16.71 --- 3_� r._----,__ - I) �� ­­ 11 1. � , � - \ 1 -,"'"T""'", , , 71 " If � f, ,_.__.,.._ � ! - i i i I __�___-) \4" \ \, f ,�, "�� . � , � \ , 7 � , , , 1, i i i _­ � I I � _-.�� �� E-.�-­--f­7_­__-_._. _­_: ------ - - , � , ) 1 1 ) IM, I - - - __ __ I - 1. ­ .. 1. - . - . I I � 77 7= -. --I , ', ,/ \/ \ " ) \ "\ T\ , \ � 1� � - _�.��__ -1. �_�: ., , >' �, ,� >, \ / , , , / 1 .713 , � - I (ED) (IL. 780 1 - ­_ , � � , '. ,. > I � " I � 4 i . I ___) _ � " - - - _ . - I � � I I - L" � � I I � �\ � cc*� - .- __ _1 I-- I.... ­­ - -, ...-1 - __ ' , -1' - , , I -,,' � , I I �, , X1, \, / ! ='* i REF 3 1 Ll 16.708 DUPLEX RECEPTACLE FURNISHED WITH --- --- - ­ -.-- - _ _-, ll �ED) 16.780 i , 1�1 1�/ I 1-1 � c_ - 7�� CH1F-17 TYP 16.716 _­ I " . i -RE2 � �� I I 0 G CLf A � 1-_ -- - ---- , � i I I ­ -_ I , ,"', I REFRIGERATED CASE. FINAL - (ED) ED Ill I REF 3-RE2 - t - � - MTC_11 - ______ --- , - - ,- -_ _.- 11 1 -12 . k 4 - - I� I � . . I i I � i -- _­ ­ ri ELECTRICAL CONNECTION BY � I I ­ ­ --­ I I ___ � I I ! 1 ­�J.r I 1 [7- :,--- -.- � � , i I � ���F=_,­ f.- i (REECC� TE CH1A-18 i i - [ I I I ­ i � CONTRACTOR TYPICAL. AC C-7 - 4� .. - - - __ - j �� I I I I"' w 11 I I I ,-, � - - " I I I ,"', " � - --- ".- �,__ -3 1 ��� I ! I I , TYP 16.717 - �MI' - -6.7+43� , � """ /,' "' I , i "' �11' ... � � \ - - �l(-­­ --- ­­ / 11`- , -1 5 1�,` I /,� __ , ­___ r--.-- , -167-1 !I 11 - I I 0 P ,'�'/ 1� 16.710 PROVIDE 1 - 1 1/2" PVC CONDUIT � �,� , , < ,�", , " \, I 0 ; _� _ � i__ '11\ ""I " \ I " / ` " (�'X"�)\ / I � , \ , 1, /. , \ ", , �, I ,,, ,,, , \, I , I /�\ 11 I I ! ji i --- ,\ , � .. --H I .---. -I Ct \ \ \ , \ \ \ / , 1 80 � x � <1, ­­____� -"- --- I /, - =:=� L__�J ... __\'_,,L_ _ �', l' -..-- \�IJ'.,__ \ � I \ I I _ i I , �� �\ ___ " � I - - =.- 1 - - - ­. - �__ WL - ___ 11 - \ ' 'I I ,�� ------- _�� i (WITH PULL WIRE) UNDER FLOOR SLAB E:2 ' : - __ _�� __ __ _L 1- 1. . I __ _�==" - i I I-) /_ I / A;�E __ ­ i�__ _­ _ 1! 11 I __ `�' I /"", _____ - - � 3__-:== ... �-_l�,�\ ,�I­ ..... ­­­, - It I \ ,,, 11,111, ! I ! � - --- � __ I i -- .-] = I I � /"X, . ! ,� 1�11' , f �__ __ L.-_ ______.._, /'�/' BLES. STUB i I " i , � --o I , � I I l I I N , /I 1, "L", -i-, L " �7_ - -, - I __ _. -0)__ 16.9 1 , , � i , , , V i I I ill - =-=---_-,] ... L.- �� ___,_', i_m.L,� - - I fl l5 I - ­­­ ...­­ ..-,-�..-.�-�-------���-.-..----��� _11-1-.. _ _.__._....._._____ 11 ------- -- ­­ I ! ­:____ � I I I I ; j ,) I CONDUIT THROUGH PIT SIDEWALL TO !­ __1 - I �, � 1 � 1 4 i- I /S �14- .. - ... - � i �Y/ I REF 3-RE2 (ED) �-1-1, I I � L___, '--O F&A IrCH2F-27 I I (ED) ", , k---- ------I-- ! ILP D " I i ALLOW FOR CONDUIT COUPLING -.11-1- - ------ " �i �1 � � * � ill 1 1 16.470 ! , - ____1 .. ... - _.__.__1=.._._.. - ", � k TD -13 i i i �, " i _dED)__­___­___-_ 7 ___ . ._____...______ --..-.-- _____________ - ,,_", ] ��� � 1 I I . I � INSTALLATION. AT WALL, STUB ",/ � 1i ��. ­_ -- I ! .. 1 " - - REF 3-RE2 (ED) 'I , I �l I I MTD -10 16.765 11 "' CLTA=1 D I" i " , 1.1.�.:­_-_, =---j � =' Ill i i CONDUIT UP TO BAR JOIST AND 1.1 I j � I - I ­_.__.­ ____ __ � I i -.1- ­ ._...j_ - (Rf - __ .. ­­ I � , %. r 1; � . ­= -_ 'I --rr ­_ -_ f"-- --.-.-- � - _­_ -_ -_ "-- --- --- - -- ­­ --- --- -,-_ __ � i 1 � - L �, L � I.... _... -- - ­___ 111.1 ­_ - _­ -j/ � I I � I I ! I : TERMINATE WITH BUSHING. I \ / \ , , I � 11 7 � `,,,� � " ,7---- - F,- - - 1�­,­­ , \___­ -77----- __ __ ____..__ ... - 4 11 , j I � i I 1! I � \ "I , "' , , T I F�_ 71--- 1 1 1 1 t 1, \V , � I , I , I / 1, \ � \ T , ___/ 7----" , \ � \ , , , \ , " � = \ I I , , , , ,, I , I ----- - - v , , � \ � 1, , , 0 ; I L � i " \ / \ " " , / , , , , , I I/ \ / 1 11� / `�, / \ \ / \ � / ! I i I � I , , I j � " ,/ � \ " , 1, " I 1 I i I >' > ..� , � , , �y '>, , �, , , � ,/ /I " , � � , ' > �. /I I 11 I i i ! CH1F-8 - ,>CHtF�9" ­_�, _ "I _ � I I �, v __ r"Y" . I "-\ , I �� ' " �, �, I 1 F�9, - ­ _ --- I __ . ­ .- ­­ � ., . - ,� � 16.711 POINT OF TRANSITION FROM EMT TO -7 _ __ - - __ � _ " � , � I . � ­_­ ..... - 1 .95 _r - - ­- ! I I ---- I -- - - - , i I � i I I � ! ! I I � � CH1L-9 CH1F-1 LTA -11 ;I I 1 1 : 1 1 i FLEX. PROVIDE CONDUIT AND BRANCH � ___ -----, ­-, --____-_--_.._._1- 0 � � CH1A - I i -­.; --c=q __.�= I CIRCUITS FOR REFRIGERATED CASE -27 (EXISTING) I f " ' " ­­­­ , ­_ - - I J � -1 Ir /, TYP i I t - � 1 1 CCTA _r -- ­­ J ! I i I � ,_�� �,_ - _. . -10 , , -- r-_ __ � - . i I L -11 REF 1 -RE ii i i FANS, LIGHTS, ANTI -SWEAT HEATERS, � .- , - _ I i � / �; I - , 1A ,,� ­ " " _ , ­ ­ - I � 1 ! i I \ � . - i ; : I (RELOC "" - 11� , / \ ,< "I" , �\,\ I, �, ,,, ,_ --- , ,�,. I ­ _­ ___ - _ - I ---- I I L . I ..... ____ - , 2 Li. � .. . _.... I TE) I, \" 7\1 /I", / I I", 1� , < /, ", 14 '<", "I', ", `," ,1 "1, ,'< /1' I F I � AND ELECTRICAL DEFROST (IF , , L �,, , I I �, �, , , I I , \ / , I \\ " \ , " " I 11, I ; i - / � � � 12, 11A_�, \ / \ / � : A -h " I , 9 \ � i :1L_\. \,� , , / I ., ', I'/ f I , o m - I \ 'I \ ,,, \ I � I I It - i I � ..--. - _� --- � , ./ �, � .� Z.- - - --%fl - - - - __ lr q --- \'­ \ . �_'. , I \\� ,\, I i I 1 I REQUIRED). TERMINATION TO . - - - vl _�;;;_,;, ! �', E XIS TINN G � - � __,��, - j � � 11.1-1, ( .. =����42=--�-,�,'--,,�.:::������- '_ - - - =­ -, H� TYP 11 I I J --- -- - ---...- - � I I i � / / I ... � i 1'� I I i I 1p__*______ _______ _.- I i REFRIGERATED CASE ELECTRICAL , \,", �� i i i /'\, � I � I l I I ­­_ 1-1. �. .. 16.713 i I I I l - ...- __ 16. 7 i i i � � i , i __ / � H 1-1 i-_ - � - ------ -...- __ . __ ____ - _..... ! � . ED) 16.7 0 1 CONNECTION POINT BY RC. REFER TO : --.1-1... . r -'(ED - ----I. -_-______1___.____ .___._­_____ ___ __ � � � - ____-.._1-.. ____..____ ____ ; , I [�r-­___ " �l I ; !I I I i I I __ 11 ��� 4 i i � ­ � I -- ... ! I I � i �� ,/ I ) 3-RE2 (ED) , ��l I .-.--.- -i I 1 R i CASE CONNECTION WIRING DETAIL. " I I , , ­ ! - -(ED) , , � i I � I i I � \ " i I I � , \/ 1 =4 -- -- - ---- ---------- --- -- REF F_ ! i TYP 16 i I - E2 I I I .. ..... _1 -.-.. - .---1-1 --- ­_ �.------�.�-...-..--..---..�-------....-.--..-��....- ,/ 7 LTB -5 if � I 11 � ", JED) - - --- --- /----- - �__ � ___ � I I i I _ - ____ \ P i I.. � � I \ / i REF 3-RE2 (ED) � 11 j I I I ­ ­_ .=� L_�__�,� [Il i .e I '11>1 - J�j 11 i , � IL_ 1 16.713 ROUTE EVAPORATOR COIL FAN (CF) - - CL :TA z __ ..... - � I ! .1 .. � I G, -j �__-A ­­ -- - -, H I _7D U _______1 � . � ­- ,% c) k , .4 , I � 1� I 11.1.1. I I I I I .. - _., I I ; i ____ ...r.- ,,/ \ � I �� i � __ �, - � :�� ­--­(j;?=P4--nQk - , __ - - ..- � ! ___ \ I ; AND ELECTRIC DEFROST (ED) 1- =� - . I I.. . � I I - , - G -ATE �,- . - . . -- . " - 7n. - T��_ --T,-____ ....= ... ... - � ---- - �,­___ I -, I I I ­­ -_ i ! i I \ - - \ I 1, - -­ .. - - - I _= �_ __. 1h, :­ ... . . .... i I i I � ; . , --.-- 70R" I + ­=_--­_­_ -_1___-.- - --- --- - li=� ! 1 ; - / I l I / \ / \ \ / \ ) , ,�\ \ \ � \ \ I / ,� �� � 1� � I , 1, I t) . � 11 I I _­ -_ ­ - 1-11 i , , I I � ; i __ ..-.. .-N . I I i I CIRCUITS TO COMPRESSOR HOUSE I " / " ) � \ , / , \ I \ I ", , " \ . I \ ) \�, 1 ; .. __ - � .... ) i U2_1 22.) I , "" " I ! i / I I 11 I , x I/ " / I , ­� I � / ", " / I / , � 1 \ �' / , l __,,-r-' I ­­_' l � --- 1 -4 , A v �', \1 / / v , -- � ; � �,/ ,,,/ , �t > I I 1 _-i_-__._ � I .... CH1F ­_­'CHI-�-2_11, - 1, 7 " - I r _' --'" _., " , _,", �1 _�, >1 _,_�, I., �, ! I I I ­ - I _______ _-­ 1 - - -6. " _ - - , It - - � _ F&A/STC 12F-21 fl___ __ i DEFROST TERMINATION TROUGH. - - . , - _ - --.,- - - _­ - - . -, __ _,__ --- I r-(]E�Zjj) TYP � l ___ 7 ! I I ! 11 ,.--.I-- I � i 71 i : -4 ___ _ _ I - - I � TERMINATIONS AT EVAPORATOR COIL CH1L CH1F-7 LTA -7 . I ­__ 1- I . h I I I I REF 1-REZ---- -- - -1 _­­ . � (16.470) 1 ! I - l I CH1A-34 _ - I - I ___j � I I � USE BY RC. 11,11, .- - __ --- - -- 1- - _7 �� ! j I I - CH1L-7 (EXISTING) t__ - I __ �l I _1k, ,.""__...__ i CCTB _. ..__ : ____ I -_ - i I ._.r' ,-/ i l I , � I - I . I __ __ __T ! ,,, 16.470 i .. ­_ , // ! - �­ 1 =� 5 7��­ - - - - .. . ... CHT -A-19 1 - ­ -, --- ,�_ � ------ - __ - ,__. "",-,-. "'­__ ,­_ ��__­­ ,._­ __ --- ,-,.-.. i 11 ... -.-- , I I f 1� 1 ! " \ /, /\ .., ,\ /� 1� 1�, / , " __P I , � I � � 16.714 DAIRY COOLER DOORS: JUNCTION BOX , , ", Il I I j ­_ - �l I I i I 0 11 i, \' \ / , I I IA, / , "'"', 1, " " 11 ___ I , I 1 i I, \ \1 - -1 � , __ ' ____��L_ I / "'I /' \ , _ 11 I .�, ! , I I 1 �­_;.r=2­nr­_­-_-- FURNISHED WITH DOORS. FINAL 1-1 I- I-. _== �=_ =::�, ___._ ­...- 11 � I ";, - ,_7 -, A_11 - I = _1 � _ =:: �'_�i __ ��L__-_,, __ ,'A. _,,�) _.\1 ,, ­ ; , _1� I - - - \.--.. _.. - j_ -1- . --- ­ '"I 11 ---7 (RELOCATE) - , \1 \ " IA�91�_=- - � �� , , , "I, I \ , , "\� ,."� "" ,'\ 1\ ", \\ -1- - = .. � , - - � __.. - _1 1�111 , �'� -40 i � (11 1\ " /, / " ,,�� ,<\" ",\ i 'I 2 CH2F . I / � I � .1 _\ I � '.�.,�L._,.�,_j'_ \1z \ I � , �4�2w , , ... id - niz � b- - � " " , __ ­nt-, , _._ - . i 'I � �j CONNECTION BY RC. (EXISTI ,,.r - ,� \ -1 - I _.- . - � i -_ � i 1. �l . I /11 � I I :1 . h � 1 �, H i ", " I " !� G -6. 4 -7-O-) Il',"11 1 � , , " I T , ,/ NG) 1-1 16.776 i I ! , - � � - "" t- 1 � l I - ,L.., - , . -ED) - ---- - ­- - . � , I—— - \, I I TYP I � "I ...... I 1��:�f'_ __,/_____ � I i � I ( ---- -- ­­_ __ - _1 � - ...--. ­­­ -_.._____l- --- � --__-11__._-_... __._­­­_______­­ - ----- 1-1 '7"", 'r" LTB -5 1 16.713 �f) 1�, I I f- . _ 16.716 SLAVE WIRING BETWEEN REFRIGERATED � I \ "----7 ' ---- -­ , , � � � ; I I i � " " / I , ., I I �, I" NI: I � i ­� �'(ED)- - - - I . 1 A Qr%7 I 1, ," //\1 !( D) 16.780 �l 1, � � � ­.- . __ - - ­ ­ _-__-1-.... __.. � �­, - � ­ - ,r-_ , I i ; : i , I j \ / � I � - � ! I I '11, I I - .1 -1 � t+_ - - 1 , _ EI - I I l " L_ - - !, ! I ,,/ I . � �'­ :� i , A� � 1, .711 TYP N i � I ..- I , ... , 1, i I ,// \ �/ I, " - ­­ ; � \, " 1_0 ) \1 . REFRIGERATION CONTRACTOR. �'. i CCTD�-:2D> " 0__ // , _7=."n._ __ ,__. � / __ __ - j___._--: . . ,,, I 1� I l i � � - i 16.717 PROVIDE CONDUCTORS AND CONDUIT C;��.­­­­_­_. .. .... ____._­ __ -.--:2N= -:::r% �� ­ =2:: ­_� �_­ ­ 7 ---:N: . � � ­�� __ --l".- ... _. � � =.1- ,�F�_ 1 6 \`\ �,�\ "I '' i RR -RE2 hl i " 'I ­(RELOGATE) - ­___ ___ - - - - -E - ­­ , '1�111 I "I I , E' I... �... ­� __ -I L ''Ill I ,­ ... i -Le __L_ . "", [,=n __ 1) '1- I _­=,:� - 1 CH1L-6 , , �11:��, I/ I CASES IN WIREWAY PROVIDED BY �, /' REF 3-RE2 (ED - � ,:.��A�,­ REF 3-RE2 F,�A/$, CH`IF-23'\,'� �, 11 / ., i- ... : , � . 11. ­ /11 \1 -11 I \ I "'\ - r T� i zi_ -777-k-= ' f �,, I ','��, ", \, __� I - F I I - I l o . F&A/S­CH1F-25 1�1 , I ,� ..--..- - � i I l BETWEEN REFRIGERATED CASES ALONG ,�, , " I !! I ­- �-,­,­­­,­1 16.957 / � �1' , �­11_�_�,] i " MTC -12 ­­__ 1-1. . I ; -4 1 '� � � I I , I I I I h I � �...._ � I LTA, "' 1, , � 470 r TOP OF CASES. TERMINATION TO CH2F-4 = \\�: " - - ; __ - --- ­. �i I i ! REFRIGERATED CASE ELECTRICAL , "' i - ,�_ �, ,� ',� �,, � 15765 I, i __ ---'-'-' -- -"----- ---- r" --.__" i l i -- =-.�_'..� J-1 , 1/11, �__ 'i", ::l::, J Ill l ______ ____ "­_________ 1-11--_ - ____.� ! I � 'l CONNECTION POINT BY RC TYP OF 1� - I- : I, �\ �� (EXISTING) l \, " 1� \\\ " I i r- I.." - ! � � - I " //. i�� \ I ,,,, �, I " i I F&A/ CH2F-19 ; : , � i ; ; I I � \,'-_L ­` , I : � '� \ --- '' 1 31711 1 il 1, REACH -IN CASES. ," 1, I �, 11 - I . " ;l � i , , I / G=11 I / 11 I ; 1� 11 ,,, ( D) 1 i � � � [ CH1F-12 / 'XII, I I � ; , // -,, , \ I I � ,, I � I "o, I '\ �_::.:w�_=�� i; I I I ­ - . �, I I i � /// , C, \ "\ 6_��,,�,,, _11 ��, ! . 11 I 0 i I ) 16.765 EC SHALL PROVIDE CONDUIT AND \ � �� � i ; __ id . ...... .. - � 16.71 TYP i %, , '. -1 , , " : i - - - � . . . . . . -1 . j "I �,�11111 _ , -_ � , '. I 1��­','>-- I/ - :�� -�� , , /�, - "' 11 REF 2-RE2 1 , FEEDERS FOR REFRIGERATED CASE I 6, I � ., � i I - .---- l� " L., 0 L__ . I I 1'� I � � .;-.,!!77 . ---,\ -, l __ ,_ _. i - 1 b. / 1 3 Yl - - -, ___ I- -------- I-- i� - :­ � , i FANS, LIGHTS, ANTISWEATS, -1- , , � - - - - - - - , � ) P � ,..�'. " I � l- � - , ,, , � , ", i ,I,,, ,­,,� .--" _<�:� ..... - ­­­_ 1- . I-- ___ __. It '. I I � 11. - RECEPTACLES, AND ELECTRIC DEFROST I I ? ( , __­ , , __ , - ', I - It m - '7'". I �t _,>_ , /�, -�� ), " 1 �,�1� 11 � '��` \ 1 11, 16.780 (ED' __ I' - -11- - -11 �, , I , , " , , `l-� _+ _, _�,/ '' '11, � , I � � .;;;-;;;- � _ , I / , 11, \ _�,� ) I k � , / 9 ­ I ",I id I i 1� ,��_ �1 �_ i " \�� F IF REQUIRED. TAG AND LABEL EACH � ­­_ I - _­" - 1-1 I I � __1 - - ,/" . -1 __ - I I I I �:__=.,___,__..___i ... _� )�� � 4C.- 1_--____..._._.__ I i /�/[ I, -1 � � I � I _. - ------ - I � f1l I I , __ ­ I I � 1/1 �",/ , � yr -..;:_ _177�___ , "I'll" � ��� �� / �, ,�� I - ­­ ill i l MUU11 rum r11N/AL ILMMINIAHUN bT ­ /� , " I / _�_ - 1 .777 - __ � I " �1: / , � \,:l"'� I Il � : , !; � " � I \ � 11�� " i I I ?,/ /V�(-,- ,, I ____'­ , . I I REC. WHEN POSSIBLE ELECTRICAL � "', I " � I 1� 1`�1111' __,� 11_ �. I 1 I i 0 F i I /- , � I � _;��.;,;� IV _ I _-11 � i CIRCUIT ROUTING SHALL FOLLOW THE - - -1 ­ �1. �.'_' � ­­ � I I , �� _ -._::��, - - __ - . i i 1 1 ,7 l " \__�= TYP , MTC -12 i I � I l , �� __ I ", . ! � I ! � / 1�1` \ I I ,\\ , � I . l I REFRIGERATION LINES TO STRUCTURE. � " / ,�:",� � � ______.�, / I I /11\ i I � � i . � I �� 1�, f l, I f i i�) ) I ,e/ � - .�_jl � � I � /i - � I M _­ !.,i I .. ..... - � 16.767 WP CEILING MOUNTED JB AND MANUAL �/ 0 I .. � C, I '' , - �==�.. --..7::. �.__ - � � I i L.- I -"- i I I __1 ! ", I L _. �� 16.470 1; I � ,_______1 --- I---- "-1________"1_ ­­­--- SWITCH(ES) ,(NEMA 4) BY EC FOR 11 - , ... , I 11 i l' _____­­____ ­­­ ­ " - ____ I � I %\ .1 � l I CH2F-22 � i � x � ,,, N T I � CONNECTION OF EVAPORATOR COIL _ , � � �� ', I I " - - 7 I l FANS(CF) AND/OR ELECTRICAL . �,, i � _ __< F CH2F-28 1 1,7. � -, , .. ill -1 1'. - . 0 1 . � I I i ,�, . f I E] 17] L CH2L-23 I 7_1 � _0 DEFROST(ED). MANUAL SWITCH(ES), I ll I I rl : CHECKED BY: KLS DRAWNBY- PLG PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 Q15.470) 1L - - Li 1 l �� � ____ _____._ .41 � I I I � � - I i � "" (CF & ED) EQUAL TO "SQUARE D" - I ! i (16.765) 1 ll I I 11--i I. i I 0 - I' TYPE K, CLASS 2510 OR CLASS 3110 � � L1= I I ! Ill I i I I il � ! � I / I i 11 �il I I I THAT EXCEED 30AMPS. EC SHALL = I -A , - - ! I . - � I ; � , , ­� , � � / , . I ! I �� I ,� ; ��U , I ,� � 9:: ..­_ - __ --- L / " IT ­ ­- =1 . - - � PROVIDE CONDUIT AND WIRING / Z ��4 I / I- I 1 16.957 / 1� z 1-11 1\ I l : BETWEEN JB, SWITCH(ES) AND COIL � �, /. ­11"AR _�, I : . � , �lf - , ! ll " 16.765 4 ', 11 I,/ . � __.. - ­____ - ! FINAL CONNECTIONS TO COIL BY REC. : , ',:,� 11 - -- � -, / " ,,/,',,,, /,/.'11 ,`,l: I - - - 1 11 i 'I , � � F"CH2F-1 / "" �,' ;� , " 1 11 1 ,�. "X,,�� I , '� "' (_ i � 16.776 REFRIGERATED CASE WIRING "I I ('', , "" LTB -7 I . " / , 1--11 i ! � I : , � 4,, ,�', - 7�,,_,11` _11 . . . (, r 1:1 , I I ,�,� , , , ,,, " �, , I 11 , � " "�4 ", I" ["­\ - 1. ! I � COMPARTMENT REPRESENTED ON , " $ , I - _. i I I " �, VZ' , � , ,�I�: ,�,, 1 ",­') __ ,�,�, - ". l" - - - - ____ _. __ I 1- _.�. �� i DRAWING BY RECTANGULAR BOX. � I �� � 1 � - , )� -­ \ I l '�,j_ -2, - -__7 - -_ � - , 11 � WIRING BETWEEN CASES FURNISHED BY "" 1 .470 /�', ", '' I I � / I �� - I - . ­ - __ . f I � � , � I 'e� / � 1, I .­ - I— 1 �71 1 I/ 16.765 1�1 I. - 7 I I � I 16. 13 - � i � EC, INSTALLED BY REC. � <�D` ____ ____ 16.708 TYP �/ �� ,,�` , 11 ­_ , i � , - "" -:, - - - -, = � . ,: -- �-. -_�,-, �, ; � I/ - � - - , --- , ",�, - __ .. - __ . - - - ____ - __ ---. . ­.. - ___ --- -, . � l . �, , _==.-i E____=____,.,.__==__ F I I I ", - -) " ", , ,I J�r, - %2'/ �tf�-- -- �, = -- ---- L 11 __ - I I . �'��A/S CHI I/ �, '�/ - - �'�� ' �� 16. 0 (ED) 11 ,,�,,',"� 1 - . . - 11 \'�, / - -f- -,-::�--.�-,:�--��:--.��__-�-.,�-7---��--�--. - --.,-, \ / , �,:�, 11 -] - ! '1�11'1� � /I I CH2F-21 / " - "7__._ ` '_ ____ - - " \ , -11" � ____ ": .... :::, REF E2 I I I � I � 16.780 EC SHALL INSTALL VENDOR FURNiSHED �\� , , iI I 11 ,­­[ 7=_ - =177'.- _­ ,_ I /11 / \ i � ---- �,�, � I I I " �� - \ '�,, ', - /�, "I � � \ I / , , I . " 11 I I , I �", " I", , / '/� -,,./` I i i FUSES AND CONTACTO I / 1, 16.470) " " , ",>�',,� , I , I, = ", " -, I � i L� REFRIGERATION SYSTEM ELECTRIC `,�. � , /,�, /I I " / // ", I " ,,\ , \ ,, , i i I I = � ! � � I 1�_' I , / ! ,,, I , " , " , 1\ 1�1' \""\ " ,� I I ,\ . I \ ": i , ,/ / I I ­.- - ,,, I �� 11 I . I " I i I , / / 1'/ 1� --- 4 I" " I \ '­ ___ ..... _.... --- __ __ ___ -1 - __ __ --- __ ____ __ __ ___ - - - __ __ - - --- - __ 1, " , '// , " F&A/S H1F-2_ i I � 41- , C;b-- � " , i " ��11 \, --.-" / � _1_1�1�:,� �, y�!, I 11 9 I , DEFROST AND/OR EVAPORATOR FAN. I -.11'.. / / "/�, -J________-_ �` \_ --...,. ... � ---. __ __ --- - _­ - � .-.-. - - - - . -.1 ­­ - __ � .... � - .. - . - I-- ---. ­­ ­_ ", " ,)z, I 11 �� - --- = , , 11 ,/ �, `\ _­ - , "I ,� I., �6/ ["" I ?r� !==­.�_-­ _._=­==_,, ,�, I / I // / \"\ , �\ , ,�"_/ " '""', .. - I Ih-4 I ) i 11 I � PROVIDE WIRE BETWEEN FUSES AND � Q I 11, . �, I "', / - ... ... __-1_._____-1-__.__ �', �/ ,/'IJ I-— LTB -7 41- 1 I/ , ,,, , - ) " k" , 1, , I, "(-I I ­l`� ___ 16. 5 i i � CONTACTOR. PROVIDE A NEW NEMA 1 1 1 1 � /, /�;�\ LT6 � - 0 ,/ , � 1'-1 ��' 11 , I I i / / 14< , ­�: ---- = -___ "�_=__,_...___._ __ !_�___ ­­__..=`=.-­­ , __�,�. 11 � � / / , �,\, I i l ,/ " ___ =� - I ... I I-- I � : ­­_ _­ , ,� � "' � �­ 7� ��" , I , ­_­ - ""-, ____ ,-- , ___Z: __ ... �­_"­­:, , - - " I , , , `�,� , I � " ,� ) I I I -Z , , , ill �\ "", ,,, I I � " J , ENCLOSURE FOR ELECTRIC DEFROST I �,, , I '' " I /, , � ', � I - " �,', , ...--.-.-.I , I AND/OR FAN SYSTEM IF NEEDED. --..I � I / " /" /<'� '1% , \, """ ��. I " " - �.... -, I , � / " ," \ // I-.. - =".,-,--, I '' , ", - _ - , AV, - , "I " � , i � I /�, " " \/ 1�11 ____ ,� I �, - Y �,� �.7 � i 16 13) i ... � I MOUNT NEMA 1 ENCLOSURE AS CLOSE - ­_ - , "'' - .,!.,.�-.���---��,,-�--.�-.-.----�--��.--.', , /' , I __ ­­',_­__ I ,�,�,__ j '' "ll ... 11 ........ . -WC.7 - i l ` � � ..­ - ­ F'" AS POSSIBLE TO EXISTING RACK CABINET. - I - 1, ,/ X/ -] -- ----- - - 1 17 1 1 / 4/ i _____4'___1__-1___-__________ __ -----__--_ _F_--,_ F_-=�=�X,-M � 11 / --------- =_X - I � ____ ..... .... ... � � - - - " . I'll", ,�' � I I ��>/ [L-1 I I CH1F-2 I-- - � , (ED) �� - , ��, , (I , I / ­­', -_ " T_ I , /�', .... ........ i I , , " � T=1 I , // -R , � " -_ ' ' � I ­ ­_._.­__­_._ - REF12 2 , � i IJF�l 1, , \ ,;,:l> c -.1 I -_------I- - - -- -- -­. ­�, I I � � -1-�---...--..-.......�..,..---.--I _... L11 ""' 1, - - __7"i "� 11, vll�l j REF 3-RE2 i 16.708 TYP I', -j ��,/ \,\�,,� i I 7 _:_..___A �� �_-__ - -_.- -.--..=.-. ----=- 1��7-__] , " " ... - I.- l i I !�, � ,'� � - � I � L_. ________.______ I � 11 � '�,� ,� \\ /1�1 4111, � ICZ QR -7 f-nkl I I 1, I � I 11 ; I 1, __ ­_ . NL%,F %.Ar-UU1Ik._-)) IL) LAI�IINU 11:5NANUH ; , ! , , � I ", I \ ,��­,,, / i I i i I I I ,/ i " ! � " - ""' , - , - , -- ­ '-, - -"I I I I , I , � ______..________.__ i ", I CIRCUITRY. MINIMUM WIRE SIZE AND L - __ - - , " , F 1"" _­.. - _____ A 1, ­='..' .­­ . .... r­17=� .1 / , , l __ - - ­­L�­.­ I PANELBOARD CIRCUIT ARE NOTED. VERIFY I �­1L.-=�­­===_ �--­­�_ I ��_..,._.­ I , - '__F 7_- '""'"'T _--� ---- ---- - - __­ - --- - I- 4,t,2,1'/��,, __1 E .. i , . , -_1 . ..... - � ­­ � � ­ - - __--n- - �­ I I I I , I I—- - , , "'"' _�i_ " / - ------ � i / 1 7� N, 4 �,�p �, _r - SIZE, RATING AND CONDITION OF EXISTING .--.----,.. -1-- L. i I I [ i I / ,_ � " - i /]� \ =_,_11 _1 I II I - - � 1.1--- . .... _7__-._7= - � ------- ­­ i E- i � . � ,_j . , /I 1��, � / ". -, BRANCH CIRCUIT CONDUIT AND WIRE PRIOR - 11, . I _l]--_ - i - -,-- =.;_;�T-.14z:��zwl �­'- _11- - . . .... �:��. ­­ . - A;I-�l-----.--",-�����,,�"".-",r��-�.-'- _ _.. 1-__ ­.­ ­ .. , . - I— ,�.. ,'_ _ - - ­ - , ­ � j-'-_-_ - - � 1_­,.� _­,, � � � ,� L,,7T.1;'2': ZZ_ � _­­. - -F � 2 ��2--zzlv "" -- , I "" . .... I , AT THEY MEET " p- __ =_ _.,­__­_�� _- I , -� - - _1�__r � -�-.-..-..�-..-������,��''--."-��-,-",..,.---.,.�--",--..--�.-,-', % � � .. � - -1-1- =_1. � -,---- ­­­ _1_,��"� , _=j. I- ----------.. 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" �11 1\ ___ , - " t - i_�'.1 _J_ - --- � �:') .,.- �_ I �_ `51 I _��, �_�:_____] L � ­­=] ...... - ____________._�.L.____ . ....... _________.___.___._. � - I � � ___________ . ....... _.____.,__ _____.,____.,._____ . ... �..--�.--�..-�.-.---�-----...�..,.�-�.---�-.�.-"�.----,-,---,��--- __ _________ ___ ___ _ - -I " _f[-;_______...._____ -.�-�-.--�--�ir,.�il-..---....�I L � I r . _______... _.__..____._____ ­_­­ .- - i I /, ; 1 1 __ .,-.,�.�--------,-��"-----..-.�,��.�-----,.,.,.-.--�.�., , I I I -h"-- .-----�,�..---....�.-�::��..:��.-- F , ____ __ ­---­-- ____ --I-.------- I..-.����--��l--.-.--.---.-.------,-."', _­��"""M­ �=��..-----.�.--,--.--..,...'�.,��.---, ___ _ --- ----.�-----,.,.���.,--------'--"7,L�I -,-- -_ ­ " "-------- ,---"-""-,---------,---------,",",,-" -, - _______- -______ __ --- __ . - . - - - .- . - . - __ � __ � - _______ - . __ . � . . _____ ", .__ - - - - - ____ , . . -","--------,-"",----"--,,-----"-----, - � __ - I I , / 1\ , - , _ � / � I , , ", ,,�,­-, I.- ­ ,�, � ­_,, ". . ­­" , __ __ - " - -__ ,.", - - ,,� ­ ­ ,.\, _-, � - - � , z, \ , � I , . _­­ -, ( - - " �_ __ - ., ­­ - ' .. .. 1, ­, ­ ---- ­ _ . , "� ,,, �', �_ ,�­ "� ", , . " � "",­­ ,,', ____'. �­_­", ­' -.1, ,_ , ,, , , ­ "".. ,� ­ I,, , ,_ ­_,"..- � , ,�­ .. _ ,­­ � �,,__ _,"-, ,.___,� � - ) I I I ( � I I / � I 1%, � FRONT (� 2 REFRIGERATION ') � I I 1) I I � " I POWER PLA 1, I I . I . I . I ,/89v=,s_ovv , I <1) I I I I (11, I I 1. ) I I I I EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ( I I � I ) DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND . \__,1.'___,.- "�­,_",__,­`­­­_ "' `�_ -, "L `­, '".. ,�, , " � I I "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE _ __. __- � ` ­" , ", ". - _ __ ___� - � "­­,_,_ - ". I ­' `­_._`,__ , "__ . __�',, `�­ ", �� � " .- ... ",,­ ­ "'.1- � ". __� 1_­�'­__",,_, �_ ---_1, ,_ __^11- 11 " I � I I VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS I I SUBMITTING FINIAl II ('OKI TIP A ('TOD 1ZLJ A I I KNOWLEDGE DOFq NOT PPI IP'\/P' TWf7 Df71ZDnMC1D11 ITV I . I I I I I I 11 I I I I � CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO � � I I I I I I I I I I I WITH ALL OTHER DISCIPLINES AND EXISTING I ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: I 1 1�4 CONDITIONS. I . BECAUSE OF CONDITIONS THAT OCCUR DUE TO I i FAILURE TO FAMILIARIZE WORKERS WITH THIS I j: i I --- I KNOWLEDGE. I RE1 � W.wj I i I I l 1 : I � I I : ; :;� . � I I �; 1`1 l i ! l I � I : I i � I ! �i IIIIIIII I ill I I � I I I I 1 I I, ! , � I I I I I , I , 1 1 I 1 1 � I : � �- , I �, � 11,�',L_,� "11, ", 1 - ____ ----- - - ­ __ ­­ __ __ � .... _ ­ . -1-11111 --11'... I "I I - � I'll I— I _. '. "", ", , " " ". --,-,-- , � _ _ �, _____ � ... _ __ .. .. ... � , __ ______________.,_ , ________­_.__. ,-.------,--,".,�".,�.—�-�—.—.—.--,-.—,—,---..--.,------ ­_­_ ------ ___�__ �� I I I I I I 11 1-1 - 1. - -- I I I I'll I'll I -1 I. I_— ... 1-_______1- I.., _­­,", - --- - ____ --,------ - - -_ I -, -�.I....--.L--�-�--...-.----�----.]-- � I �, , 'd 1. - �ii, ii I , I., I . � I �I ­ — �, - __ i ___�, 1. - � � - - .1 I - I. �,. I , ­ i - ,I 111, 1 1 1 1 1 I � ­ I ­ I ,,, ,_ .. " �, , " ,, - � ,, � ___Ij_, ­�]I,­­­­ ""', ... �,�_,-_ �; � _ � - - -1 I __ __ - ­ -1 � - 1-1 - - 1-1-1 I .1 � � I 11 I I 1. I I — — — _1 I I II 1, � �­ l!_'_"_ , ­, ­­ .- ­ 11 : - - . ­ I 111-1 ­­­ -1--I_1_-_--1- - ­ ­ I ----.,I—, - . I � I I I ,�. � , , , I �­ - I � I � I 1. I I � � I 1 SPECIALTY I i ': I — — — — — — —� I I I . — LIGHTING NOTES � I , I _____________ ­ �,, ..1. � r .___ �/ - , �_ ��, " ' ' - ­ 1, i -I " ' , I , ,I , I � I I I I 1. VERIFY FINAL LOCATIONS AND' EXACT AIMING 1) I ,,, � - ­____� I I I � - T_ , OF ALL LIGHT FIXTURES WITH STORE PLANNING ' , I - I I � i :1 ____ : ___ "" ­ I ­ ­ ... ­ 1��ni� � :�.��n ��n� ���_ __ ��� �" -- I 7:,",- 1� ���_-_'�___n i � FIELD PROJECT MANAGER AFTER DISPLAYS I\ : - 1-1 � . ­ ­� . .. . , r __ -, i ____ � _. -----,. --- __ -, - - ___ - - n, ,_i: i - � :. .:::_____ - ___"_,___.,­"­ _-, - -7, -.-'I- __-__1.1-_ . 1"I"', I :_Z"'___I�',�� ����,���!7�� " "' . .1 -111- __ - - I f� � � I ! �l 11 ! HAVE BEEN SET. ; . I . I I � : I, .., �1 t ", , I I ,- , � �, "I I 1 � , I 1-1, -1.1111,_1 ".- I ._.1., "----,, __­_ ­ , I �, �__ , � ... � ­_ I ,, ' :1 ` I'l , __ - - I , I ; 1 . , I I In i 2. BUSWAY: OWNER FURNISHED 40A, 277/480V :� � � ` I Til �, I i, 2 1 1� I I SINGLE POLE, SMALL FRAME SIZE, WHITE. I 11 I GE2 r- PROVIDE MOUNTING HARDWARE AND UNISTRUT I -I 4-E1.2 11 I I �` I ,� ,� " 1: . � I AT STRUCTURE AS'REQUIRED. UTILIZE :� � � ! .. i I Eij 8-- TYP SUSPENSION CABLE FURNISHED WITH BUSWAY � � I � I h I i I H SYSTEM. INSTALL PER MANUFACTURER'S � � I i I I I I I ! RECOMMENDATIONS. CONTACT MEGREPS - i I �� i i'� I-----,- � . � � DY MATTHEWS, (479) I I �! : I I j.______ 1 696-8894 OR (887) 221-0247 FOR i i I � i� I PROCUREMENT. I I :I l i — :; . :1 Il l I i� I h I ;� I I - ,; I �� I I_! -I � j Ill w 06 8 >,- � IiL i (1) 9 ir_ �.: 0 wz< I .. -.--...--.-.-...-..-. ­ . . ........ .... ­ I—— ­­ . I.. — — __ I �&_ I I KEYNOTES D < I . .. ____ �.� — . I h ' —�—� -- —.-_��L.-.� .. — - -- ­ — — — — — -—�..=..—_—_.___�.��=---=—�.--_—����—�������.� --- _ i ! I _1_­_1_�______�_.__ ___ ___ L.,:�._a_m.�=._ �:��_ ___—._—_. . ­__.=I�. _________= �__.._. __.� ___ _��__� �, , __ _LL_LL.. � �.�..�....Lz.L�, _'�_L�.L____ .._— -.i�---�.��__--����.'�'�_—.�..'.����::���:__::_— — i....._� .... 1--- I ­_.,_______ — ­­­ — � ­___ ­ _­ — — ­. -1. � __.. . — --- — —..—. __ � � �.. ! ui ,__ !­­ 1-0 , w � EJ I] � I ui z x I7 Z, � 11 of 0, �szo c<r M80<0115 i i I l-- .., 0 _j I : HlPl-28 1 � I 10� 9 � _'Ni I i =1 ffi ,O,q Lj �'­ (16.131 TYP r3 r - 1 16.027 BUSWAY PENDANT POWER FEED UNIT: u - - , w U., Z�-- w x <. 50 >- zw - 20,0 , I PROVIDE 3/4" CONDUIT FROM �a..>- I ( i I I l I < : 1�1'1 — =3/-= , 1-11� \, — — — — — — — — — — — — — — — — — — i ANT POWER FEED z � "��.'�, I <L�Q_o i �"" � UNIT AT BUSWAY. PENDANT POWER F- / I I ii �__] 1! ��� � I FEED UNIT FURNISHED WITH BUSWAY < 21 c1hL ,z gg 00! . Z, 00: Lo� , �0= < , 3IIii ( 0 I _j X<, 5 LL ­�- I- -I---- ­­ ­­ - - __ - ­­ ... I "..1. --1 - _111-_ I 1.11 I.. �� ­ . - . n < cn i.- m! IS 0, " -, 0, Z, W, S - ______ - --- - __­__. 1-1-1_ ... ... . . .... _ __ _1 I , , o LI 0: z < Q W U3wti,g�EL, " 11 I =�­=l­�-]_ __.,__.________________ _ -_­ 't- ­­­­ _­_­­­_­­" '""' -____-"_n - __­ , ­­ "" __ ­_,_"­"7�_"� - - - ------ , , "'"' , " "" , .- ­­­ '' ' I � �- " SYSTEM. Zp ­ __ _____ --- - __ .��"�-.�'�_'­-.���' __ --- ___i�_ __ -7- -,--i�=-=-�-�"'""--�-:._:�-����..:���� .. . , . ..... ... . .. 111.1-111- _�-�'.­."­ - ­­­­ "'""L-- ­­ 9= a w ­_­_ � ­ - - - ­­- ___ - ___ _______. _ _ � � _____...__ _... . .. .. __ - - ____ _____�.___.=__=7 __ .­­­ � v__ ____ ------- - - - -------- __�..7��_�"��� i 0 , �_ � � . _= � .. - _ __=,�__�____.___:_ . =__ ivi � _ . -I -------- ; - � 11 ... ­ ­ ­ _.... ­ ­ I.. ____­____.­___ __.. - _ _. __ ... . ..--.-..-., ­ I ­ ­­­ ­­__­_. -11 ..... ... ­ ­ ..-..--.. __..._.__.____......__.._. ­ � ­... _.1___-___- __'______.__.__ ..... _.-i_____.._. /- 1:! �- ,w TowmwF5;ffw=,;EF- i " �,� I 1 16.125 EXISTING LIGHT FIXTURES TO REMAIN u) 01 IQ zffiow I I 11 � I I �, I 1: I �=)[e 06:5 Hn%cffircwx:<:>p , , —_ _�____ - - - __q_�____�___ _,�_,7 ------ ,_�'_ _,�__ _��r, 111�= - -,�p��: �, � Ir - ­­­- ­­­­ ­ ­" �: UNLESS NOTED OTHERWISE. I I J � . I=r _��__�,__,__� __ _ ... �1� ____�__ _'=n_ ._,�,__ ._ .. �: I , " I 0 0 � �, _.__�I - �-.7� "� I "__.. . ­ ........ _­ ..... _......­ . ... .... ._­­_..._.___.__ .-.I- ... - ­_ . .7�_7=7� 77__.___=_.,___ .5 �\ � I � � - I I ,� / � � O" � ; 1L...._ �, : � I I ,-'..71 11 . ....................... .11111111111111 � ,,��,, . I 'I I I :1 'I, --- I _,,,'_j��._,­­ I— ...'­_­',�, I I 16.126 REMOVE EXISTING LIGHT FIXTURE AND 0 1 ii : i! 1, - � I " ''I'll, ... j jr > � �"._ � .�: a o Fo , 1 ! I TURN OVER TO OWNER. Lo F � � I , ; I I I I I � 0 _F = __ = = __ = = — = = __ = = = ,, //; \ I I � - = = = = = = = = LtD, 2 __I — — — — 1_ _�: _j co , � I/, ,I', I - ­ - - `F= �!!��� ch 0* - I I ­ " TYP OF 17 , 1, � ,A -1p I 12 .s -, _� ,/ , 16.126 1 (1 ,A j 16.127 FURNISH AND INSTALL NEW 20 AMP, . OR po v, I - f, , /I - I � �, � -q- �t � / 11 :11, /� I'll, -- , --- 6 ! A i - _.I��x�-#`�? -=___=j-- ­­­­­___ __:__:�� =--- - 16.492 11 I D . i \ - - __ � _.­_­_­ . � 277 VOLT CIRCUIT(S). FEED FROM .L E -,=:a, I "/ I ­- �l 1. ,;;. .----..-.-.--.----- ­­­­_ .... . .... .. - - - � : �L'�� , 1:, T. . �, - ____ __________ _... , � -----, ­­ , F___ - I I I ) 4-J * � I ! i -------- - - - I I I%- - PANELBOARD AS INDICATED. PROVIDE = 4") . " "' I I - - .. . ..... .... i [ I l r; , I, ; I / � — I `� i r_ r- � ii "'' [�O --- - -_ --.-..--. . ---. ---.., ---.----- - - - , 01 6. W1 I_', ..S Er4) I I 1"" - _"--1"___ , ­_ __ ____ ..---- --.-..-.----..--... ... ­ ­­.­...... __.­__________­__ ! � I — I — I -2 r-, I i I Q1L1M='UTT IEUJIMU �:" r l t__ I / �� 11 2OA-1P CIRCUIT BREAKER IF NEEDED. 0 ­ 0 Lo Lo I ­�:p=__:"= �._=_._ -.-=. ____ ...-.--- __ =.--�.--.--.=.-.-,"--,�:�"=..r",�--,--� ___ I l ; I I - — ) I r_ 1_� : III I, .- . ; I I—] I a) C? � � ' I j-------------"- I ...-.. ---.---- _.._.___._____­_._.. - ­­­ - -.-.. ___._­ _­_­­­__ ­­­ ___ - I /I I I ! ; ___­ ­ - - ___ - � - - ___ - __ i I ; , �= � EC SHALL MATCH TYPE AND AIC V) (n 0 - 3' 11 i = = = = = = = I= = IL ; --i C) : ; - ! ;pi I �_ 0 i � � < I ,, ,, I `-� --ve­, " -',vl--Nv,-' � 1--ve-1-1-- e_N1__ / , ) I p .. 1 i- i � RATINGS OF EXISTING CIRCUIT z M C14 (U ; - ! I � � __ HlPl-28 il ; - �, !_ i H � - - � � I < -_ - -- 7 , :. _ _=]',� 7-F:-. - � ­ [-1 = � --- � � ...�,_­_ .q_-Lirl ---------"L -------"-�-7-.1�����-���.7-.��.�. ) I �_ I- i I I- � � - -1 - i `� "" _7 _,�_�"�T­ I! , --­�­---- I '-' i BREAKERS. EC SHALL VERIFY PRIOR ! ! � � .1-1 � - I 1 � � ,�� ,,� ,,,],,,�,-,�11\ , I TO ROUGH -IN THAT EXISTING _j I j I. I . I I ; _E111. - -_ -1 ; � __ '. - , 1� , ,-,-, r , I ,,,�___ " In � ­ =� I! ! I I- , i " 11 E �!,__ � I, ��L 11.[" � I L T 1"I" I � 'i�--:,,--�-_...�-=�:,�=�-.1g:..-�---��g=.=.-.=-��=.��::�---,��g��,.��z-�-.�..:�.-�--��:,, '' I : ­ - ­ - �­_- - - ! ii , I I I / I 1, , ----I i ) I,-- - _T�l ­ _-1 __I_ ,;I-lr I, r', i - r I -- — — = = —_ = = — = = —_ = = — = 1 , - � , 7 - � , - �� , ,* � " " � ", > ,>I �\ _�,\ , I I , :I ,�:,� �,, ,,, \ \12= \== \�'!� \= ':' 1��,_ - __ I 1 ---,''I'll'', r +—=I—+—�_ � . 1, , , ,� ,�7 F , ' , � ��­_ - -i _,; ­. �1, PANELBOARD HAS SPARE CAPACITY TO 0 I II i i �'7 ­'��' . ... > _'_­ ­�' - _; - -, - - _ . - . � I 1'��,, ­ I z � I � I'll, 1�� r -1 _� J . HI_ � "� I � ACCOMMODATE ADDITIONAL LOAD. I � I ! ��i . P , 0 I l � yIII , � — \,,�,, C) I ::r f . :1 � I)e I 1, -.tN.." Ill � HL I I - ! A4 �__! 11 , i �� ill I SHALL VERIFY PRIOR TO ROUGH -IN :1 I I � _. . - _ , --- �- I ... 11. 1::7 I 11 ii! :- 0 : - ... .. .. __ .".___�m_ _=[, - =:L] 11 r, I t : � � 1 6-4 I I ­­ ir� .� . I __ ____,____ I - =,ili- _::_�F._= "' � "]ij� ­`�] -" � `-j_--_-_- ]L: " ' I- ___ � - F --- _- F= � I � 1 ,I,I,�,\ I I f � CAPACITY TO ACCOMMODATE .. I- - I.. __ . I . THAT EXISTING CIRCUIT HAS SPARE � � -, I ... � 7­1� ____j;____ �j,l­- - - li­­- ­ !I - - _: . � = � 1--i - a _ , "�, r 'N � I IIIIIII ---------. — - --l- =- 7:1.. �-..'�-..��.�--�:=�-rl:-,.�71:,,-.7�,�, �__ 1: 7,7 - ��- -1_- , -1 -- , r'. I=- - - 1, - _ 1 '7 - I I __� _-11��� I I :: �:",� I 1�1 I � I - 16.131 CONNECT TO EXISTING CIRCUIT. EC -, : : I' i K, Fr -- - - - - � �� � , _=' �:--_-�;!- -_ �-� ��-- ­-­ --- - - . I - 6 �i- ml� �i �� --- , ­ " , I 1 W 1 1 ,I F \ "I . l ! 11 �! �i I. � i , i I i � � , = - - - - l ;11 � ___r ;_ 11 11 ll li i� j! 1 1 , 1, - �,I 0 l k I I ,��, "",\ !I I I .i. .1 ... ­ ADDITIONAL LOAD. !! I !I 11 1! I! I I ; , , .1-1. .._. i � 1 1 1 :I ,---------I------- "-u ' ""��­=­­ ...'A .... ­­­ ­­::�:�:,:��:� : . .._:::­. I , ! i I " ­ i,� �� _ ,.:�= __�.:__ _���_��11_._�L _ _�, 'i ", ,,',,, I il,� AI_ _:�­7 ... � __ -_ ­­­ i== :�:=�7��i ... - _-__1______u_.- ­u , -L 1- � .1111 " �, - . I' __ �� __ --_I _ � � - .--., [.. - - .1 I L L_ :1 il­­=­I� � �� ­­ - :.-,�=,:-.-�.:":,�i��-::::::::!:���7�-::�.�. .-_,_4_ --,1--_--A----_ �­____1"" 111-.. _.. - -..----.... . ... ....­ . � I �­­­_ I ­___.­_._____ ..---.--.- - --..- ­ ­­ ­­­­­­ ­_­­.rL­ ... R . .- = 7= _. � r --- --- I\ , i - _� 11 � I I - - __ - ____ - ____ � - � - u � uu __ ...- . .­­_ ___ - . - . ­ \ i I- ) I ­­ -,- - ,�, \ " � ____ - , :z I � - - — � I \ I\ )\ !`�, I, , I `� " \ J ". ""', "', ) \ ) \ ) \ � \ � , ,,� ) \ PI. Ill, I , �'-- ­ ­ I I � - - -__F I - - -_T� 1� I , - --r,, " ­ � __ - , ' '_ ___ , ' ' , ' , I i i � I I I i � - , / , � x , � - -\ " ��, k -\ / -\ \-x x\ '' k 2� N�� "I 7 o , / ... � , \. I --s= \,=\,=� \,=\,\= , , 1. 1 41 _��7 I ­N,� N,\-." ­c,,2�,",. , ,\��-��­ f "\=\��\\=\���\\=\__ '' " - - - 1 J.. __ _.:_..__�:�,,=Jl ll�� , �I '7s :�,,,Iizt " �' , !� 11, ,", I . W ", , 1, � N ,\ ��,/ N�,,,,,,--, k"'x ��4 � , I 1�, � - _. Li'=_ 16.148 ROUTE CIRCUIT THROUGH CONTACTOR. = , � 'Il'. �(" ", i�� I , T,-.-. -. � I / \ %0 .e�� i� ii �, F\ _` I , " _,� , � _,� ,� � -.111 I _­ -, _ , - I 11 ", - _", �� � r�� 1" . . _ __11 I __ -LINE � . ,I � 0 - ;1 - -.-- I I i- - / I 4, - - � � Ili " ­ -,J\. _ 4 - I , _� u� U.. . .. �� _-, " _ ­ . ,,,,���, � / j'__� REFER TO POWER AND EMS ONE C= cm i ii I ) I ". " �11 I I I � 1,,`11 " 11:�: I DIAGRAMS. - I - I r �E__Q_L_ - 11 11' If' 41' Ill Hl�P2-37 � I I i i u Y r. 1. � __ � ___u - - - - - - - - i i ..--.=----, -1, - �, � 4) - \ � /1, )MI U3 � - , �__ __ I t �, " . _-1 TYP& I G* % 1-1 ! __ � '�,, ", � 16.472 FURNISH AND INSTALL NEW CIRCUIT = z i i - --.--- r1!!!7T.'!_. 11 _,�,I_ ____. _ _ 11 .u. I.., - 1-1 . .. il.__ . . .­.­ ...... ­­ -1. ­­ w I ! l r " ) ,+� . ...... ........ � �__ : 1 i !� I DAIRY CASE I j � : I 16 -I BREAKER (##A -#P) IN EXISTING -jm--n r-, 0 - I I : , 1: D r ! j ! I . �, I ll� I PANEL INDICATED. EC SHALL MATCH C) CD iiiiiiiiiiiiiiiiiii' i� Ill 16.492 i I I ! I i -.1- I I ; I 1 �.I c -,j � �3UN EFIR' CASE I ; 1� TYPE AND AIC RATINGS OF EXISTING I,� i ,�N, __ -1 I I I I � �� !� , --I `� T I I Ill / /� CIRCUIT BREAKERS. EC SHALL �_� 11� 1; . 1. ­ _­__; ! � - I � I 1'� l_:- ­_­�­` "�� VERIFY PRIOR TO ROUGH -IN THAT 1 ­11�,� -11 ­_ ,,I- - _ - ._ _ '­_ ­, _,­�2­1_ i il , -----,, I --i '\ / " � e , __ -, -, ", -1 /I �, , " ­ ­', '' ___ _,�, - _%',�­ � �, ­- - ",r_--,,,_'_-' "-'- ­,,/­_­'_­', ­­, �.vl � �___ Nl__� __­ _­ I :II- - I I i 0 , � , �, " 'I" "I." """' , , ,� "I" -1 I I !I, � I , �t � � EXISTING PANELBOARD HAS SPARE .., z , / ! i ; I I I I I I . I'll I � i ,�­J_ ����, � ) i i I I � f � � CAPACITY TO ACCOMMODATE I I .. i � ;;I ! 1 i -.4 I 11 j i i I � .� ! � I I i i ADDITIONAL LOAD. = LJ I:= . !, : t ­ I... �� A--__ !!, I � i I ( t -1 - I ll ; ; i I I _=­_ � ! I ,� ­­.. :, '! L : : , � I 1) I � I � I iI, i � = a� = I � � I . I �; DAIRY COOLER LIGHTING PLAN � � !I., i I 1 - i 16.492 EC SHALL COORDINATE WITH GENERAL (-=) 0 1 1/811=110 i . it, I il ) t ,� i co I , _O)v � � ) 11 ; ;; 1 3 �, % � � ; CHITECTURAL F- I I , ; . i I C= CD 1� I ll , I - ( ) 11 1:1 � 11 1; DEMOLITION PLANS THE EXTENT OF pr -I V) CD � I i i : I :! I , > I, ; i I C\2 � I 1 i ! � � I ! ELECTRICAL DEMOLITION. REMOVE l _81 CA E- ---t , I i �?�_ � ", 1 -, Pu K " - I 1[ 4 " � � _E - 11 I i i CONDUITS AND WIRES ALL THE WAY I \'­_­­_­'�__._ �"__ " _ - `\�� - , 1- �,r,�"_ ,"__..__ I .- �'. '' - ",__ I ­ 1��, ---. "', � I ''__,,� ­­­_­"'�_ - I __1 , �� 1". , ,�., ,�\. . 1,_�/,, ��I, �, - I T 63. t4 9 2 .. - I I ; .,!!!I li4 __ � . - � _ . � ­_ _ � [,----I ! I E4 BACK TO ORIGINATING JUNCTION FA l 1 ! I., , I i RDS. DEMOLITION cf) = I k i I ! ! � �4 1 I, � - I I � SHALL NOT AFFECT ACTIVE CIRCUITS. if [ I � ____ �D l I i�; I I � - ­ LABEL DEMOLISHED CIRCUIT(S) IN z l! i � .1 ll I ! / I I — I !!I ; 1 ! ­ I I � i I � PANELBOARDS AS "SPARE". = ! : I Ii � , � 0 � I ,!-- __ i � I I I 1� . I ; COORDINATE EXACT REQUIREMENTS AND ­­­: I � I r : " � I - i� I ' I I !I! I ! i r"', EXISTING CONDITIONS PRIOR TO BID. I I I � ll� i � I - , , - - , - , - - - I I I I :1 I . ­ I—— I i � -i* I , , I, I I � I l ( _11-1. __W.� 0 1 , - � I Iiii ... I !; I I I �:�:� .... . .. :::�,:���:::�-:::::::::::�.::,�7:,��"�-�-�-�" , r / I, , I I , "' , 1, "' ­` I I '''" '' "I I" "' "I" '' I 1: k 1� i I 1, � 16.770 EC SHALL DISCONNECT, EXTEND, AND I, .Au._..._....._.. - ____ . _� L, I i I � I ill i ,�l 1, I � I , ! I , I PROVIDE ELECTRICAL ­_ ­ ___._ __ l! ­ I RECONNECT ALL ELECTRICAL CIRCUITRY. ISSUE BLOCK - - u��������:�-'�������������".-""." " "_.­__._ I � I )l' 11 � ; I " ) , SEPERATION BETWEEN I � I , � U.--.. 1 4l" - i f ) ( I I 11 !I ! I I I i � 11! i �� 11 L � I LABEL ALL ASSOCIATED PANELBOARD �11 I __ u - - _ - � � - -1. ­­­. f I f ,� ,I � � - � ,-. . ___ ­ - ­ ­­ __ �_ _ ,� ­ ,__ __ , .i I,; _­ , ) -06-09 ADDENDUM #3 1 _ _ , _ 1. - -US,WAYS---- ,__ . I ,�, I I '' i ZL 03 1 � , . � ", , , , , "I , " , �� ,,B - � r : ! I I---- I ,� I" I I , I, x , , I ; � <' "', -, . 1< ,� , '' / I '' ,� I � I �'. \ -� ,,,� /� I A "\ A, , , " , , " I - , : ; � I , , 1, \ , , 1�', ,' \r,\ ' ", " " � i i i r)i I � I - - .--\J..- ._ %� __ L_ ­ , - _ I ! I I - I - _t, 1 � i ! 11 i! " I � _m. ­ ­ ­ __ ��: - iiN - ---..,..---. __ - ­.- ­ .... __­ ­­ ­­ ­­­ ­- - --- t- - - - _,m. __ �vw - ____]___� ! I i I . � i r I I .:" ; � 11 ! ! ; : 1//, I 16.SO5; TYP OF i 1 I � I �! � i �[ I , I ,I ,I � � : i i i , : �, i __ I -1 ___ '� _1_....___--_.____, : I GROCERY SALES FLOOR ; j2_=====._---_--.:__.- I I I ENSURE THAT THEY MEET ALL U.L. 1, , :F._�_ _, I � VERIFY CONDITION OF BRANCH CIRCUIT, CCD #2 I �11, / I 'i�-,--,.----.-..---..-U.-..--.--. � " �� 11 CONDUIT, AND WIRE PRIOR TO USE TO ) 05-04-091CCD #3 C� "I \ I /\ I'I'\ /., \ / , , \ , �',�, , I , I ­2� .. , \ , , � 0 i ; __ U. i NUMBERS AND LOAD DISCRIPTION. , A3 04-15-09 , , , , / " / \ I , _ I \\ I- J-\ " 1 L-4 , _\ "j- I ..., � ill. � % L_ IIJ _'1_\__1i 11 __ �';I _....\\,II. ._� - (­.­ ��_­ `��1_.,____, 11, ---- I Liu � -u .. ..... - - ��_ ___ "" ­ I � � ; � __ �� I --- --- - - ___ . - . _ ­­.. ..... . . ..­.­ ­ __ __ -,---,---- ___ __________u_u_,__ --- - ---- U, _ _ _ __ _ � . __ _. � _ _­ �11 � � I 1 i � I A4 I , ,��/ i F 1'� I __ - _____-_ d � AND CORRIDORS. 1 I I � ': I I l I " I �, � I , CE AS REQUIRED. , I I I I i 1! , � u- u . ­ - -- ­ n-- ---- - - ­­ - U! u u u � - -u ' ' '­ ­ ­­­­ ., ! i COOLER ! 0 1:1 (16.492 I � . I :I .7- i� ��:� � - ____ " I ------ U. - , : i $ !! , 1 � �� � �! , ; " - I " ) 1: T � � � ! COORDINATE THIS PROGRESS WITH - � i . .... - , ,�, i p I 1 1 -1 [A — i ____ -n - - - - --- - ____ - - - __ - H n� " n-, __ , ___ U__R --I-- i i i '_ �, ! I I " I I , tl 11 CONSTRUCTION MANAGER TO MINIMIZE I I I � i 1! I I 11 il t I I i I I/ , i � 11 H , 11 , t 1 1 I C. : 7 _ _ - - .___­._._._ -.-- ­.. _..... I.... - ­­ - - u- - --- I . .. - - ___1 l � l DOWNTIME. I - I 77- T, - ­ I li I lilr­­ [ I I � " " I , 11, �� \ F fl,,, [", � I I � - ­ ­ � I I -1 - I I .1� 1, .1 11 I �' " ". I I , " � I � -1 / �, I ­ . , , I i � _111�_,_ � I I . - � ­ � ! " - T'_'\___i",____1_f`\_ -r\_,,, '-7___T1-___- 7" � 7 - -) ___`�_ --- T, - __ / I` � / , i - ; , ; � I , / 11 \� I i � � , __ , , , ___ ­"­_'_­­,. ___1' " "'" + / \ /I / " '\',, � I-- `1 I , A � r- - - - I __ � ____ , � , , _. , 1\1�// I I i � , - �___ I . .� ­� � - --u � - 1i -- 4-- Fr-- -­­- ­- " - , [ I ,H,---- - - - - ---- I I I i ­ - ­_ -.1, ­.- � I, I, � , , " I I �, , I � , " I / , " , , __ ­ .-..-- _­.. i I I � ! I 16.SO5 VERIFY THAT ALL EMERGENCY LIGHT � I , / , , / I I \ ,� , \�, "' �/ I !I I � . 1! , , y I ­­ U- � __ 1: -1 1 11 I .- I l 1� ,� "I I/ " "I ,,,/ I/ / \1/ >" �:,' � -1 � � Y' I i I ! ,. ! I � I j! I i i 14 ! I i � - I � � I . I L � � I ; I I I[ i : : � i � � FIXTURES IN THIS AREA ARE IN 11 I i I I i I � � I I � -1.7 � . � I ! . . I I PROPER WORKING ORDER � I i - -0 �\,, ; ­-­­­ 1� ­ i , ! 1 i f .1 I I ____ - H4C-12 m4c­ � [__ _t I _.....-u- I- - I - I , 'P I \ i "'71 F -, I � I 1 I � 1, I � I AND "LIKE- 1, ' ­ I I , H, .1 . _ � ,, � � I I �" __` � - __ "I __ , _ �� _ , __ � I I-— � � -1 "I -11 ­ - _,� H ­" _ ` P)A-P " 1, I I , I 7 , ; I I If- i i � ­_ - - . - _. - _ - I -1 -(40A -1P) _1_. - I - - - H - H � I "' 1�" " ...d f I l NEW" CONDITION (CLEAN, LAMPS ARE , _­ - - , " 1_1 _ I i LI I I .. .1- ,_ - I "., ,� ,­ ��. ,� I \ l; � i � 1: �( "� , 1<,"�� � I I I ,,, � , , , I" " I I I � � 1: I I � I �� 1_' ,� � I 1 12 " " ­ " `_­ - " , , // I " "I \\ T K _47- 2- ) ,Z jll,�' t " i I � 1 i I OPERATING, BATTERIES IN GOOD /` , 11 , , /I , ", I ,/ L p i I I 1 I � I � I /, '\ I \11 , , , \ I 1, , . I ,/ I � I .1 - � ::: :�­ � I -.,.. - � - � I . : ­ ul WORKING CONDITION, AND FIXTURE IS : L c', � i _ ,� � , mil ­:� — , , _ �111 , —, , . / � H," 1 * "I � i'l I 0 16.10) � � - , '\ (I , , I'"', /"''\ , � " � I ( ',�J,/ �� �.- , , , , , ��14=�_, �=,. .. . _1 - �i - __ - I - - -1 _i l ,i I � --.-- I I, I I-, � ! 480V 1 STRIBUTION - � ! .A ,�!! I __ i � L > I . � I - - I l --- t ; I I I I - u - \ I � -"--I " -11 I 1 ! - i I l I � . � XFMR - � FITTED WITH SELF- DI AGN OSTI CS). ,, i I I " ! � � - _._____u I I i'i I .\1 I ! " ' I I I �, I i . I I � i � I� ��, I I ::: ;, \ I <, I L I I . . - . .. - - __ ___ � .. . ... ...... I � -- - -_ __ ------ _ ._____­ ..... __ - ­_ ;, i I 1, /, 1\11 � - ! ZL I I �.Il­ I - ­ , �- :,(' �?b,,5 1\ REPAIR OR REPLACE EMERGENCY LIGHT I , - � '�,I - zm� - I ; � I I � ;r I u- Vz� STRIBUTION -_ � I _� i� 11 I i � ,,, ,, I �_ I .- � � I E� � / 1��, / i � - , f CF "' -1 , I l � - -u ­ � i H4C-8 I=' \ / FIXTURES AS REQUIRED. - ; : I � \1, "' - ----.--.. `1 6-.-O-2- , ,L uu-.- _--u ..... . U- - I I , 7 ­ � � n � m_- I/ , 1, ��,/ " "I'll" i I I � , -1 -12L - \ lill - �j o ", 16. 27 � Ix I I . ­ I 1, : i I - . I . ! - , __,_� - _____ ____ - --..- -1 ­_ - ­­­ ­_ __ __ - -, ___ "I __ _ __ _ - I - ) � - t � I I � i ,I I ,�: - _'_" - __ � � - , , \1 16.027 1 Lu � , ­ - i _ - ___ I ­" "­ I I u -1 . , � I , - 1, UIL �� __._� _­ �.' - ,­ . _. A _ � ,� � 11 ] F �] I " - 11 . , � ,�J. _\�,�,,L 4- .. � "' i, ��,��, _____ - 11 1_.\_'11JI_. ­[ =�� -��_--::J_ru.11�11 .- , ,,,,, ll'­[,� I, =-1 _. - 11 I - __ - -, � 1_,__,_,;F" ­ ­ - U -U -L - ___ _ ­____ _ I � �- E ,u I t �_ ____fl___ ­­­ ­ -----I---- :=L' I ' I \ I i " : I � ! � 'I ! ( I., � : I I I � i �,,,,��>, ___ i � � I iyl - L ,I,' I E,/ \a\, "\/\� E ---" � : I I '1111 J I I � I l� / "�' 1 16.148 i ,�J I 1� , '' - ! I i \, " ,'�,,'\ 1, � I 16.770 ; � i - � ___ � __ ''. _ - - _ -_ - 1 ­­ _. - I -I. �� 11 �, I . I I I � __ _­ i l d ; � -1 , // F�7 �_ I � � TED -\ ---7 �'!­­ '' I L � I DISCONNECT EXISTING , ­ _�111 -I- - ------- � ­" ­ - ­ '"" -, � I '� � I -I : .­= 12 _n_ __- — - __ .__ A --ut --- - _ ­.. , 0 � I I I , / 11 (,o) t::1 �A�t-S-Tl _illloj;,�. ___ �_ ---- I - ­....- �:::: �­=­_ =_ = - __ ___ I l:lii�_=�ZL ... �. - 1. � = =�] ­.-_ � �7= ... � 7. �i . .. � � \, " EXISTING REFRIGERATED fI______ � .. I—. 1. - "�\\ " - � ! : 11 \�_, -- , � _'__ __1 ­­ 1.11.77- 7111177�1111.17 , ; LIGHT FIXTURES OVER PRODUCE AREA I I, � I I I I I I I , 1� � �ia,� i i I , /, f, - . I . I'll, i � i BY: KLS 'L \ , /,- " - )` '' \,/ ", \ , I , : � � . x'\ , - �. I ! I I I 11 � , �/ \, I \ I " �, �, , , " I, , � , :: '_1111 � � : I 11, I i ,� `�', X� I � , /'� f ,,� ���'/�7��"7, ) lz�� I ,� 7 11. I I I , 1-11:1 - , , I ,� ��' � � , , , FROM EXISTING CIRCUIT AND RECONNECT '90, I 11. 11. I I- 11. I f 1�'\ I ,� � �11_�, - - _ .1 _ - - ,�rz',�r\-\�'�� , l: ; .1 .1 - I - - ,� _1 - ­ .1, , _ - - E 7 i I 11 . All AF III____T_ 4' � ,�/ " ", i I'll, I ,BUNKER CAE_ i ., AS INDICATED. ROUTE NEW CIRCUITS - , I i - ,�! � i i !-1,--- I DRAWN BY. JCD I 1'1�� x/1 ,� 7,"I l ; ; -1P, (2)#8, (1)#10G, 1/2" C � � � � - - - - `7 N,�, I , - ­ ,­ -, \"�, // \,�� (. _ _ , � 40A I I I I I x I � I H ,-1 U " E I �� ; Ill 1 D I I I R C2. REFER TO oor ,& , I \ I , I ! � � � - - __ I , - " i ; I ­, . I � - - ; , �,, i�� ! : A 11 I,- �_/, , , "I � ; : I l . I , �, ­ E ,�� , L ­ ,,�- "\7, �_, I'll �".L- ,,, , " i,l�� �X� REF 2-RE1 i EM1 FOR CONTROL SEQUENCE. 1, 1,,�� ,<1'\1', ,:� i I I 11 \ , ,,, , , , I,< � I'' I I \/�, , i __ L, \ .111 _\; .1 ... I.." _,-1:2", L I. ; I I I PROTO: 192 _. . 1.1-N, ` --1 I— "',<, I � I 1. I !!I - I 1 � __ I � \ 1. , I , i - 1�11. _ - , L i l .-1 T "� I I �, I, � T I I , � I 11 , _­­'. _ �Izl,', , i � " " - U.. ..u.. � I . X "I", - I I � I IV I " \\ k//F L ,/ ___.u_,._-. - _,_ __ .. __ - - - J. U. __._.... -.—..-] - --.--. � I � L-1 _u � \\\, � ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C ; , ; /1� ii I � 11 \ /'11� - : i i 1k - , 1� RATED TERMINATION AND COPPER CONDUCTORS , i ------ , �,,I:: �I/01 I I - �, I -1 ____________,_._. ­­­­­ ] .. ­ - ____.___ __ ! 11 i L PROTO CYCLE: 03-06-0 \ , = � i I I I , i ___', i ! Ik I ill i � ­­... � � -, Ul--- --- I I I . � __ __ i Q I A I i- I \ � e I ! �" " . I� - 1171" " I � LUMINUM CONDUCTORS ARE ALLOWED PER DOCUMENT DATE: 02-06-0 I /lilir - ,�>�y�"J",_,>,,\)., � _ , " - .� . ", , " L: 7 � /\ y " 11 ) , , I, - J- , -,-,- " "'I" ". I I , ,,���,�-_-�.­-- " - � I / " I I ), ( _____ ) WITH TYPE THHN/ THWN-2 INSULATION. WHERE I 1�� ,� ��""` F --, _,,�­-,,­ \ ,� - o', .�,�\ , . \ " , , , I , , 1\4 ,I,I�� I __ , I I / �� E I AJL\/\ /\ ;,4' ", �1711 1 I -I- , V I 11 A [ 1 ,�,'/111' I � ... U- ­ ­.,__�__'Ilu. _,­ __V_I1._ _ _ - - — �_ - I 1! . I H d H � ',\, I /" � _-I - — I — _-I - i- - ­­ , SPECIFICATIONS AND FOR TERMINATION OR : L] ! r----- -,-- --- - - : : 9 I ...­­­ ­­ ­ - -u. ­ — — ! : , li I_- .. ....1.11. � ... 1. I I ! i i INSULATION TYPES RATED LESS THAN 75 DEG C, , /Il I 1/// " 4 � " I' '' I <: � "�-"�/�\ � - - - 7- �7 � �" .- I- _,__,<_,_ ­ ­�_­,__ �­ __ u .... I I I _ - � � 11 1\ ,<� - <�z ,� ,- - .I '' t " � ! �t ., " ! l I � "'' l , " " ,�, ���/_<:�,,," , ! "' � \L1/\j 1 ,,L',.L,L_'I.H� ­,t_'�,1__'_. _` I'-'- � ' ' , U-1 -1. - ­ - � I I 1 � I MODIFY SIZES ACCORDING TO NFPA 70. 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CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE , I I I I VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS I -I I I ,� FRONT GROCERY LIGHTING PLAN SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY ,, . � : .�, � 2 1/8s'=1v-O"$ CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO I WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: I! I I ,_ _-I:�_-. ) ) BECAUSE OF CONDITIONS THAT OCCUR DUE TO � - I � . I I � I `1 : , ` , , j " � , , " 'i - , c , I" , - I @_ I F��_ I I � _L ffz oii��Tll , 1z I "; ii, a - 0, A 10- 5� �j L 5 �2 JI 8-c L? - 'R I I i i_i.m 11 � I I � I '\ �" i I I �1 __ Z�L4 � t!; 1-i 1 , _ , � --,-- ,_ ,_ 1*11 �� � `11 '111 � ! � I I I� I I �11 e- 41 �1'1, - I - - - - Y CAS , �, ,IR�EJS & 2i67 I I r-- --j-) f @ I I � i I - I I 1 �qJ3 1 - �1 I � . I � J \,n I I — I I r_r�_, , � 7 �� I i 1, I � , . � , - T ' " I , - __T_ =D -T j - � I - , pr -w , , 1 7 'd X -N . li - - &__ ______%' T I "' / , -, -, ` I "I I V& 14ft -.-- ll� '%k ", N 1 411 1 %�sl/ e N& 0 1__�, �, : I I � CONDITIONS. I � I ­ I FAILURE TO FAMILIARIZE WORKERS WITH THIS : '.1 I I I 1KNOWLEDGE. I GE1 ;1 I I I I I I I I I I I I II I REVISI 710 West Roselawn Drive Rogers, Arkansas 72756 phone: 479.636.350 Fax: 479.636,1209 William Douglas Hurley - Florida License No AR91919 Barry L. McNeol I Florida License No AR0016853 I Li w WUOW R7 EXISTING SQ FT: � g � gp>. 207,446 "4= a Stern-�„x 0 0 WRNHco SANFORD FLORIDA DATE: 02=06=09'1 .,, C7 ft180 c�ssI� STORE NO.: Y M i w J ARCH CONT STRUCTURAL MECHANICAL E DRAWING INDEX' W A8 DOOR SCHEDULE S1 PLANS AND GENERAL NOTES MP1 MECHANICAL AND PLUMBING PLAN E1 LIGHTING PLAN ` Z A8.1 D 1OOAILS TIAND FRAMING DETAILS M` NL HRGEDMECHANICAL PLANS E1.1 ENLARGED LIGHTINGPLANGENERAL A9CEWORKS3 FRAMING DETAILS Z ENLARGED EIE1.2 LIGHTING DEALS Will C1 COVER SHEET AC1 AUTOCENTER PLANS AND DETAILS S4 FRAMING DETAILS M3 MECHANICAL SCHEDULES E2 POWER PLAN N1 GENERAL INFORMATION AC2 TIRE/ BATTERY. STORAGE AND DETAILS P1 ENLARGED PLUMBING PLANS E2.1 POWER DROP PLAN PA1 PRODUCT APPROVAL GC1 GARDEN CENTER P2 PLUMBING DETAILS E2.2 ENLARGED POWER DROP PLAN PH1 PHARMACY PLANS AND DETAILS P2.1 PLUMBING DETAILS E2.3 UPS AND ETHERNET PLANS a PA2 PRODUCT APPROVAL PH2 PHARMACY DETAILS P E2.4 ENLARGED POWER PLANS D PA3 PRODUCT APPROVAL 3 PLUMBING SCHEDULES a co � o VC1 VISION CENTER PLANS AND DETAILS P3.1 PLUMBING SCHEDULES E2.5 ENLARGED POWER PLANS PA4 PRODUCT APPROVAL TVC1 TEMPORARY VISION CENTER PLANS MAC1 AUTO CENTER MECHANICAL PLAN E2.6 ROOF POWER PLAN w PA5 PRODUCT APPROVAL V PA6 PRODUCT APPROVAL TVC2 TEMPORARY VISION CENTER DETAILS MAC1.1 AUTO CENTER MECHANICAL DETAILS AND RISERS E3 ELECTRICAL DETAILS PA6.1 PRODUCT APPROVAL MAC2 AUTO CENTER MECHANICAL DETAILS E3:1 ELECTRICAL DETAILS C7 0 ,y PA7 PRODUCT APPROVAL MAC2,1 AST VENT PIPE DETAILS E4 PARTIAL ELECTRICAL RISER DIAGRAM x PA8 PRODUCT APPROVAL MPH1 PHARMACY MECHANICAL PLANS E4.1 ELECTRICAL ONELINE DIAGRAM AND SCHEDULES + 0 MVC1 VISION CENTER MECHANICAL PLANS E5 TLE ELECTRICAL PLANS AND DETAILS O ARCHITECTURAL " IRE PROTECTI1ON MTVC1 TEMPORARY VISION CENTER MECHANICAL PLANS EM1 ENERGY MANAGEMENT PLAN _ GM1 FRONT GROCERY MECHANICAL PLANS EPH1 PHARMACY ELECTRICAL PLANS AND DETAILS � M GROCERY FP1 FIRE SPRINKLER SITE PLAN D1 DEMOLITION PLAN FP2 FIRE SPRINKLER REMODEL PIPING PLAN GP1 FRONT GROCERY PLUMBING PLANS EVC1 VISION CENTER ELECTRICAL PLANS AND DETAILS p' GP1.1 REAR GROCERY PLUMBING PLANS ETVC1 TEMPORARY VISION CENTER ELECTRICAL PLANS C== D1.1 GROCERY DEMOLITION Al FLOOR PLAN ARCHITECTURAL RD1 FRONT GROCERY REFRIGERATION DEMO PLANS REM1 REFRIGERATION ENERGY MANAGEMENT PLANS Cq , RD1.1 REAR GROCERY REFRIGERATION DEMO PLANS RE1 REFRIGERATIONPOWER PLANS A1.1 FLOOR FINISH PLAN GA1 FRONT GROCERY FLOOR PLAN GR1 FRONT GROCERY REFRIGERATION PLANS RE2 REFRIGERATION DETAILS A1.2 INTERIOR FINISH. PLAN AND DETAILS. GA1.1 GROCERY DETAILS GR1.1 REAR. GROCERY REFRIGERATION PLANS GE1 GROCERY ELECTRICAL PLANS A2 EXTERIOR ELEVATIONS GA1.2 GROCERY INTERIOR FINISH PLAN AND DETAILS GR2 REFRIGERATION DETAILS GE2 GROCERY POWER PLANS A2.1 SIGNAGE Mj z GA2 REAR GROCERY FLOOR PLAN GR3 REFRIGERATION LEGENDS as A3 SECTIONS AND DETAILS GA2.1 DELI WASTE OIL TANK 0 A4 ROOF PLAN A5 VESTIBULE PLANS AND DETAILS A5.1 ENLARGED PLANS AND DETAILS ISSUE BLOC A5.2 RECEIVING A5.3 RESTROOM PLANS 03-06-09 ADDENDUM J3 3 04-15--09 CCD #2 A5.4 PHOTO LAB/SITE TO STORE DELETE S SETS: P2.2. P2.,3 AN�P2.4 A6 PARTITION TYPES AND WALL DETAILS 05-04--09 CCD #3 A7 ROOM FINISH SCHEDULE 5 105-12-09 CCD #4 7 06-05-09 CCD #6 BUILDING CODE SUMMARY W NAME OF PROJECT: SANFORD, FLORIDA z STREET ADDRESS: 1601 RINEHART ROAD W PROPOSED USE: RETAIL CODES: 2004 FLORIDA BUILDING CODE W/2007 SUPPLEMENTS 2004 FLORIDA EXISTING BUILDING CODE W/2007 SUPPLEMENTS GENERAL 2004 FLORIDA MECHANICAL CODE W/2007 SUPPLEMENTS GENERAL NOTES RF KD 2004 FLORIDA FUEL GAS CODE W/2007 SUPPLEMENTS SCOPE OF WORK CHECKED BY: / 2004 FLORIDA PLUMBING CODE W/2007 SUPPLEMENTS 2044 FLORIDA FIRE PREVENTION CODE W/2007 SUPPLEMENTS 2JM005 NEC *INTERIOR WALLS: CLEAN, PREP, AND, PAINT 1. BUILDING WILL BE FULLY SPRINKLERED AS DRAWN BY: /LJE 2003 -NFPA 1 AND 101 * REQUIRED BY CONTRACT DOCUMENTS: SUBMIT EXTERIOR SURFACES: CLEAN, PREP, AND PAINT FIRE SPRINKLER SYSTEM DRAWINGS AND PR0T0: 192 *CEILING GRID AND CEILING TILE: CLEAN AND CALCULATIONS TO AUTHORITIES HAVING OCCUPANCY: M-MERCANTILE REPLACE AS NOTED JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL, PROTO CYCLE: 03-27-09 TYPE OF CONSTRUCTION: IIB * ETC). OBTAIN ALL APPROVALS PRIOR TO FLOOR TELE: REPAIR/REPLACE AS NOTED FABRICATION OR INSTALLATION. DOCUMENT DATE: 02-06-09 ALLOWABLE AREA: UNLIMITED * VISION CENTER: REFURBISH AS NOTED * GARDEN CENTER: REFURBISH AS NOTED 2• OWNER WILL PROVIDE FIRE EXTINGUISHERS IN * RESTROOMS: REFURBISH AS NOTED ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE *DOORS: REPAIR/REPLACE AS NOTED EXTINGUISHER LOCATIONS. *PHARMACY: REMODEL 3. WAL-MART'S ALARM CENTRAL ENGINEERING FIRE RETARDANT TREATED WOOD IS *ENTRY VESTIBULE: REMODEL, REPLACE EQUIPMENT TEAM HAS CONTACTED THE AUTHORITY HAVING IREQUIRED ON THIS PROJECT AS NOTED JURI T10N FOR PRE -PLAN SDICDATA ABOUT *VARIOUS OFFICES: REMODEL STATE AND LOCAL REQUIREMENTS THAT DIFFER * GROCERY: REMODEL, REPAIR/REPLACE EQUIPMENT FROM THE NATIONALLY PUBLISHED CODES AND ' SIGNAGE PERMITTED SEPARATELY. * TAS LE: N STANDARDS. A COMPLETE SITE SPECIFIC RELOCATE. EXISTING BULK 01L TANKS AND SUBMITTAL IS BEING MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SIGNAGE FURNISHED BY WAL-MART a; INSTALL EQUIPMENT AS NOTED. SHOULD BE DIRECTED TO 1-800-530-9924, w AND INSTALLED BY OTHERS. * PHOTO LAB/SITE TO STORE: INSTALL AS NOTED OPTION 3. E REF A2.1 * SIGNAGE: INSTALL AS NOTED TH T w 4. E MAXIMUM STORAGE HEIGHT IS TWELVE FEET. EXCEPT IN THE GENERAL MERCHANDISE /I A� ITY A A p RECEIVING AREA IMMEDIATELY ADJACENT TO 1 V THE DOCK DOORS. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 FEET OF CLASS I-IV >- COMMODITIES IN FIXED' SINGLE AND DOUBLE 4 400 *46 GENERAL REMODEL ROW RACKS. THE STACKING HEIGHT OF THE u•z r` Iri y ROLLING RACK AREA WILL NOT EXCEED 12 FEET. ,• i" N Ln ��.�� w , �' T+,,; r�„N,�,� �, � k r��' S. REFER TO SPECIFICATION SECTIONS 01500 -PROD F I r+, br i xt s 1S� kr i + @ r tFl�u° • � t :i' • e- fi i a1 y i y ra`n'•:IREQUIREMENTSER �� o s^-^ (/� , I 1 tq ' E.s r, ;�'' I J�'la I -..� .a�. _.._ r--• ,r FURNISHED PRODUCTS: THESE SECTIO S0 "1„1�p}�4I»yp date {IY %. i a 3 ,C h+ I • w G 3 iii + , ra xx 1 INCLUDE SPECIFIC INFORMATION REGARDING AR001685 ITEMS AND SERVICES TO BE FURNISHED AND C6 ^? 1111 Y Ci? rix Xi r.xws ry:"si r' , 1aUj <xs GENERAL CONTRACTOR. .1 '• � � ' �,,� �,��� ,�,.,sl INSTALLED BY INDIVIDUALS OTHER THAN THE � "•. h1 1 .4k M 1I �{ .. L `r l i 5 ., { a•{ i l7 Y"r 5 :. �5 [ F�, N h J f P N 2' 1 i'.L< 11 r�1t I= ��'' `` " '`''tr �' y{ L'',""'" B CONTACT WAL-MART ROOFING MAINTENANCE VIA. Q QI � � a � i� 71 �ta''�, fa � ± a� ri rR Y'rk €' i � h P Iw I ��� � i "h+h � 9� r1 w r� EMAIL AT ROOFPMOWAL-- MART.COM FOR Q*rM'i r3xt'�?t +a III IJ�� 'wyrr } APPROVED BONDED ROOFERS. NO EXCEPTIONS. Uj tt r fr lift �,. " l}1 ., I' 4JIi��lY1 . ' � U r I I r , I q ,GA R J� � T'i �t y r da � r�r3p a ✓ Kh ° ' V f STORE ADDRESS: COVER WAL-MART STORE NO. 3207 SHEET 0 1601 RINEHART ROAD Q v SANFORD, FLORIDA 32771 uz M i' ARCHITECT: STRUCTURAL ENGINEER: FIRE PROTECTION ENGINEER: MECHANICAL ELECTRICAL ENGINEER: BUILDING REVIEW: FOOD SERVICE REVIEW: GROCERY REVIEW INFORMATION: SIGNAGE REVIEW: • FIRE REVIEW. N o PB2 ARCHITECTURE AND ENGINEERING WALLACE ENGINEERING TELGIAN PROJECT SOLUTIONS ENGINEERING, INC. CITY OF SANFORD CITY OF SANFORD FLORIDA DIVISION OF HOTELS AND RESTAURANTS FLORIDA DEPARTMENT OF, AGRICULTURE AND CITY OF SANFORD � 710 WEST ROSELAWN DRIVE STRUCTURAL CONSULTANTS, INC. 900 CIRCLE 75 PARKWAY, SUITE 680 1390 BOONE INDUSTRIAL DRIVE, SUITE 200 BUILDING DEPARTMENT FIRE DEPARTMENT HURSTON BUILDING, NORTH TOWER CONSUMER SERVICES PLANNING AND COMMUNITY DEVELOPMENT % ROGERS, ARKANSAS 72756 200 EAST BRADY STREET ATLANTA, GEORGIA 30339 COLUMBIA, MISSOURI 65202 300 NORTH PARK AVENUE 1303 SOUTH FRENCH AVENUE 400 WEST ROBINSON STREET, SUITE 802 QUALITY ASSURANCE AND TRAINING SPECIALIST 300 NORTH PARK AVENUE (479) 636--3545 TULSA, OKLAHOMA 74103 (770) 432-3882 (573) 443-7100 SANFORD, FLORIDA 32771 SANFORD, FLORIDA 32771 ORLANDO, FLORIDA 32801 450-106 STREET ROAD 13 NORTH SANFORD, FLORIDA 32772 015 (918) 584-5858 (407) 330-5657 SHEET: (407) 302-2517 (850) 487-8395 #118 (407) 330-5673 z C14 JACKSONVILLE, FLORIDA 32259 (904) 287.6956 C 0 0 E 0-0 0 ma c� a a� M C) LO -0 0 cfl E 0 > w- E � N J 07 C ' c°_o 0 0 0a) m 0 Q i a co :0 X X x z N fr. t1j GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY DUST WALL. CONTINUOUS SEALANT 2x WOOD PLATE ROOF DECK1/2" C/D EXT. PLYWOOD SCREWED DO NOT USE DUSTWALTO STUDS OVER 6 MIL CLEAR POLY CONTINUE PLYWOOD TO SHORE ROOFSHEETS TO DECK WALL TO EXISTING WALL 29 BE REMOVED TO REMAIN 1/2" CD PLYWOOD6'--0" LOAD BEARING 4'-O"x 8'-0" II4'--0" ELSEWHERE HORIZONTAL PROVIDE2x4 NAILER AT ALL DEMO AREA JOINTS INSTALL CONTINUOUS NOTES: LAYER 6 MIL POLY 1. INSTALL TEMPORARY SHEETS TAPE ALL WALL IN SECTIONS JOINTS APPROX 40'---0" PER DAY (COORDINATE WITH STORE MANAGER AND WAL-MART 2x4 AT 24" OC CONSTRUCTION MANAGERSALES R$T OR OMi2. LOCATE VERTICAL 2x4'AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES 2x4 STUDS ® 24" p SALES3. LOCATE HORIZONTAL O.C. (TYPICAL) z2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD (MAX SPACING 12" 0C)CONTINUOUS SEALANTBOTH SIDES OF SILLPLATE--- 2,-0„AX.SEALANT UNDER CONTINUOUS SEALANT BOTTOM PLATE �[,V AGAINST PLATE 2x4 TREATED WOOD ANCHOR AT 24"OC SILL PLATE COORDINATE W/SPECIFICATION SECTION 01500, 3 DUST WA L3/4 -1 —0 Do10�-003 (2) THE GR RECEIVING GM ASSISTANT RECEIVING MANAGEMENT DSPRINKLER OFFICE UPC/INVOICING BALE CLAIMS ALER EDC UP L 4 -1 -L -i I 3rrj)�Lz_..L..J Ly ff I f FAMIL RE ROOM DAIRY USTOlER COOLER 1 , 7T GM I WOMEN . MANAGEMEN 1 STOCKROOM CD � f �" ' OFFICE i f f I BREAKROOM I. L _j ' ■ IR p i'i '...'I'— � f SITE TO USTOMER ' L. i..! ■ Pte.. -.L... i 1 '17 1 TIRE & TRAINING STORE MEN AC1 BATTE CONTRACTOR TO REMOVE ... --- ' ____________ { STORAG -_ PORTION OF WALL TO II JANITOR 1 �" .. .. -» " " E ' ACCOMMODATE PAIR OF ; CORRIDOR MECHANICAL ; 3'--0"x9'-0 FLEXIBLE �` PHOTO LAB r �� = 1 l ROOM TRAFFIC DOORS i_ s i STORAGE f 1 E r ■ ■ ■ 1 1 1 ■ a ° 1 ■ ■ `i � S. 1WAITING 1 101 AREA GROCERY E i ' FREEZER SEDC #2 CUSTOMER 1 TLE ii E 1 AREA f 1 � ® i � ; I i PLUMBING/ I I I MECHANICAL o `OFbgJ— 1 1 1 1 — REEZE 1 1 1 I ■ r ■ 1 ■ r I ' ---------------- SECURITY -------------- SECURITY t_-- EXISTING PETWALL: CONTRACTOR TO REMOVE EXISTING PETWALL AS REQUIRED. CAP OFF EXISTING UTILITIES. PLUMBING TO BE PROPERLY CAPPED OFF BELOW FINISH FLOOR OR INSIDE WALLS TO ALLOW FOR SMOOTH FINISH TO MATCH EXISTING. ELECTRICAL WIRE TO BE REMOVED BACK TO NEAREST J—BOX, CAP WIRES PROVIDE BLACK COVER. REPLACE FLOOR. CLEAN TILE. CLEAN, PREP, AND' PAINT WALL SURFACES. SEASONAL SHOP UPPLY TOILET I LJ I '' r r IIIIIIII GLAZED CANOPY GARDEN CENTER f j . I I ! DEMOLITION PLAN 1 30 -0010-001 MEAT I 2 Imo= AND DELI 1 REMOVE EXISTING FLOOR TILE. M C 0 E DO NOT OVERLAY EXISTING TILE.11 i I ) I 1 DUST WALL: CONTRACTOR TO CONSTRUCT DUST WALL APPROXIMATELY 4'---0 FROM PHARMACY WALLS BEING DEMOLISHED. DUST WALL MUST EXTEND FROM CEILING TO FLOOR. REF 2-D1 I MEAT I MEAT 1 HOLDING l PREP ' 1 - _ COOLER 1 I cwF 1 i I I I SEAFOOD ' FREEZER • ° ■ ° ■ 1 L — �- (SEAFOOD 1 COOLER 1 I ' EAF'OOD I PREP• 1 REMOVE EXISTING PHARMACY MILLWORK, WA LS, DOORS, TOILET k. ° r ■ I ■ ° II 1 ° FIXTURES, FURRING AT EXTERIOR CMU {�i� RODUCE� WALL PLUMBING ELECTRICAL AND 1 MECHANICAL. CAP ALL ABANDONED w SERVICE CAKE ; PREP UTILITIES IN THIS AREA. PATCH AND 7i F-- - DELI ECORATINGJr' 1 REPAIR SUBSTRATE FOR NEW FLOOR REMOVE WALL AND EQUIPMENT � E :1 �; FINISHES SHOWN DASHED. FINISH ( PRODUCE: REMAINING WALL TO MATCH i DELI r,-��1===�' ® • /- COOLER i EXISTING CONDITIONS. 1 COOLER --- 1 .. TERMINATE. ALL UTILITIES 1 i DELI FREEZE ELI BAKERY BAKERY I PREP » FREEZER I HAIR CARE r 2 ° ■�-.. --------------------- ----------gwrpy ...} �• VC1 AL -MART AP------- ; 3 0� li `\� JANITOR -��- ----_____________ __ -__�_ ONEY�yCENTER OFFICE , u COOLER --COURTESY -r_ McDONALDS If .� REGAL 1 BANK DESK GM NAILS CART ii I GR CART )WTI 0 STORAGE ii GMI -- ii STORAGE VESTIBULE GR u VISION CUSTOMER FIRE VESTIBULE ii OTHER CENTER MEN CORRIDOR COUNT CASH JANITOR REMOVE DOORS EMOVE PAINT FROM CUSTOMER T AND FRAMES CURB TO BARE WOMEN REMOVE DOORS DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS CONCRETE AND FRAMES SHOWN DASHED, REF DEMOLITION REQUIREMENTS REMOVE PAINT FROM NOTES ON N1 SHEET. CURB TO BARE CONCRETE f 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636,1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016653 Ld W M L6 Ld fi 8, � D Q.a 1= 2S = Q w p WF°dr G_ 4 °r rYi �x`cU =P jig= ���Na� Z CA M. wbix D z 2 uozsti fives W R9* i� u ©tnfLM ao ISSUE BLOCK 1 03--06-09 ADDENDUM 43 � 04-15-09 CCD #2 Z 05-04--09 C C D #3 A06-05-09 \ 06--05-09 CCD #6 CHECKED BY: RLP/RF/SW DRAWN BY: W C= C= 192 PROTO CYCLE: 00 DOCUMENT DATE: 02-06-09 a 0pq CQa PLO �w I� 0 ISSUE BLOCK 1 03--06-09 ADDENDUM 43 � 04-15-09 CCD #2 Z 05-04--09 C C D #3 A06-05-09 \ 06--05-09 CCD #6 CHECKED BY: RLP/RF/SW DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 03--27--09 DOCUMENT DATE: 02-06-09 I *� °F .� ° v. !I-• AROO16853 AFD C Q N L O E 0 rn d a in Cco rn� Cd / rn a� �, as 0 co 0 ei � v O U L a C Of i�; ra 00 0 on cn N C) V) 0 �. ca cp x x x 08 [10 FF-- O CC ct 45 L G N 0m i M N 8 7 fi 5 48'-0°' 48'-0" 48'-0" 48'-0" 1 ZL 03-06-09 � 3 04-15-09 CCD #2 A4,05-04-09 DOCUMENT DATE: CCD #3 2L 05-15-09 CCD #s 7 06-05-09 CCD #6 I I W . z �© f I l f 2I c, I 4-A2 1 I i I I l I r•'"---- ------------w_wiw �� --- -------._--------------- ---- ----.-+ � r� 0 f = TRASH----�-- I I t COMPACTOR I I I 7 1 I I 1 7 - - --T- - - - - ------- _ - -- -- , - 1- i GM RECEIVING ! 1 I' I ASSISTANT f 7 I j A5.1 FIRE CORRIDOR 6 MANAGEMENT q� OFFICE i I t FIRE CORRIDOR 5 `✓! q I 1! _r-------------- -------- _ _ J• _______r_w.r ___ar .r ww rr,wr_—_ I I- r.______________—.w----rrl____-____---------------- I1 rww t ' BALER 1 7 [� f 1 CLAIMS SPRINKLER UPC/INVOICING EDC #1 UPS " , _ ; g �. • ; FAMILY BACK OFFICE HALLWAY F 1 I 1 -------------------r_______r____-_______r__-w___w__.._--___-L_ , 1 , -.. - _........ — _ _ — . -- -- - —RESTROOM •r i CUSTOMER GM FIRE WOMEN r i STOCKROOM i . CQRRIDOg - _ __ _ TRAINING , " 1 1 I If 7 4 1 I 0 A A3 i ..-_ 1 - _ W _ _ _ PHOTO LAB/SITE n STORE BREAKROOM 4 3 2 1 48'-0°' 48'-0" 48'-0" 34'-0" 1 A5.2 I t,^------------------- �_Z-__- _-- --_--- -TRASH -------- COMPACTOR COMPACTOR 1 , I r " 1 1 , ' I 1 i D! GR ; RECEIVING " I 22 1 1 1 1 I 1 I �2 ' 1 " 1 I , 1 , 1 1 BALER1162 ' ,,.---------- ----rr,"t- __------------------- --------- _-------- --------- _--r ------- ' A -- ----------r---------- _1 1 � 1 1 DAIRY " COOLER " 1 MANAGEMENT ' OFFICE F-1 El rarcm 1 ENViRONMENTA TIRE & __ CAGE I BATTERY r USTOMER STORAGE 60'-Q» 0_0» JANITOR MEN I! I r I 1 _ I 2 1 ; FIRE A as I AC1 1 CORRIDOR r •----------�„1 0 L0 I IMECHANICAL ' 1 ' - If 1 ! II 1 c O � l 1 II i ! " II B G p STORAGE ° � GROCERY ' 1 � FREEZER 57, 13 WAITINEDC #2Q AREA CUSTOMER 298'-7" i PLUMBING/ ii N I � AREA t MECHANICAL I � LUBE & TIRE n If MOUNTING AREAED Elfj F.1 p pFFICE NEW : i i i ICE ' I N PHARMACY i ; i3 CREAM FREEZER i 1 1 1 II a 1 G D - M C - l.. r SUPPLY rSECURITY 1 N A 0 TOILET 1 1 1 I !. 1 d MEAT r� b .ISI. 1 !-------------- AND DELI ! ...% I COOLER 5-A2 w 1 1 33 0 1 r 1 GA2 ; A p -------------------------------- --------------------------- I ' N 1 SALES I PREP 1 ' d F1 5Q i i2 t 1.03 M p d- r HOLDING COOLER �' 1 t ' 0 0 U i ! �Oof E!N t t Lt Q W B ! 1 ! d // I ♦ 1 SEAFOOD SEASONAL // PREP » SHOP ir A 1 '"•• I I I II PRODUCE � A SERVICE CAKE ; PREP , I DELI DECORATING RISER _- _---- CLO E _CLOSET--_----------- B.3 PRODUCE ; COOLER � q © 1 r,3DELI ! A5 i ii COOLER DELI BAKERY 1 BAKERY i I ( U`iLIfY , II DELI C� FREEZER B , 1 ' -, CARE HAIR II FREEZER. " - - - - �`� 1 ^-•_r---Ir-_-- =__ ----------------------------- ..----------- ------------ � 1 u 1 BAKERY - c] � 0 0 0 ' EDC A5 `�, !. 1 #3 JANITOR , COOLER 4 -------------------------------------------_ - -------------- ------_"`�____ _+N �__------_.`.__.--_------------------- ....--.__---_ __.._-- -- 0 EEO t"o SALONnAl - - ___._ _ _ _ - _ _ _ t' _ McDONALDS 1 'f3 C5 C9 ------- 0 DURTESY MONEY -CENTER -�=`-• i STORAGE I DESK REGAL is CANOPY ! ° I{ ------- BANK NAILS ------ 0 GARDEN r GM CART II AP i A -, f I Q 1 II oFFI C , N CENTER 1 STORAGE' n I A r u y GR CART 1 GM - - GR ii STORAGE VESTIBULE VESTIBULE q 1 ° r t II OTHER ! OTHER n u C14 ' (0 INCOME a VISION CUSTOMER 1 FIRE COUNTING CASH II 1 i _ _ _ i \A/ CENTER MEN 1 11 CORRIDOR A H u INCOME A A.0 - - - - - - - - - - - - - - ---1 ------------------------------------------------------------- - - Q !1 O JANITOR A I T CUSTOMER ,1 ALij I,- - --- ----- WOE � ' _--www r--_ --__ www—wrw_w—r___r______ _'lw'w iJr _re i i I --_r rw _ w—_w_rw ww_www—r—wrr—_—rrr w—r t------------------w_____—r___..-----_---_—_—___-_—_.--------.ter_—_—__—_-----------__—_w__r— --rr-_r—__r►� I . NORTH 1A 1B0 rIII�. A B FLOOR PLAN 1-A2 1 - 20'--0" A010-001 J 50% 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 0% I z Ugoo ,WIw � u, p9 UQ f F ¢ YO 02�NLw=�9.6 �a 3 F =F= (n wo P5 a fir ODU �z o ZL 03-06-09 � 3 04-15-09 CCD #2 A4,05-04-09 DOCUMENT DATE: CCD #3 2L 05-15-09 CCD #s 7 06-05-09 CCD #6 0 W . z �© w c, 0 i w r� 0 ISSUE BLOCK ZL 03-06-09 ADDENDUM #3 3 04-15-09 CCD #2 A4,05-04-09 DOCUMENT DATE: CCD #3 2L 05-15-09 CCD #s 7 06-05-09 CCD #6 CHECKED BY: RP/RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 OF a 0 E a� o 0 g Q U) 00 N N e— C7 d LO Q) -v cc> O E. 4J Q cu V) G Q 04 I Of 0 C U oI m -� Q O, a rh o0 o O �x x x «D 0 Z c�i w Q O Y v w O Y 0 H_ 0O �- r fi z z d O cs� C 0 Q o Ld w ANY SALES FLOOR Cly MN NON PERIMETER, NON --P OF A PERIMETIEB WHICH FALLS . L';0^` GM SALES FLOOR QOLUMNS gRQQERY COLUMNS �R )N WALL G�LU M N �OL�JR S 1/4"=1'—�» 022908 A012-005 PAINT GIRDER OR JOIST TO MATCH ADJACENT WALL AS SCHEDULED PAINT COLUMN TO MATCH ADJACENT WALL AS SCHEDULED PAINT CMU FROM FINISH FLOOR TO DECK AS SCHEDULED EXISTING CONCRETE FLOOR SLAB 100,--0» FF EL EXISTING EXT CM UW ALL SEG TI CSN 710 West Roselawn Drive Rogers, Arkansas 72766 Phone: 479.636.3646 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 rt /1 INTERIOR PAINT PLA, ISSUE BLOCK 1 03-06-09 ADDENDUM #3 ZL 05-15-09 CCD #5 A 06-05-09 CCD #6 CHECKED BY: RR DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 03-27--09 DOCUMENT DATE: ' 02-06-09 C9 IUDo w �z 0 1�4 W fY Q a Q l co 0 ISSUE BLOCK 1 03-06-09 ADDENDUM #3 ZL 05-15-09 CCD #5 A 06-05-09 CCD #6 CHECKED BY: RR DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 03-27--09 DOCUMENT DATE: ' 02-06-09 INTERIOR FINISH PLAN AND DETAILS SHEET: A 1. 2 C a L E a� o, 0_0 c� a mU) CL Q U 0 / \ a� �Q 0 r� a� 1- V) d� 0) o 4 M U a� w. mo �r 0 r - [V � 0)0 0 00 \0' LO 04X �x X 00 0 zf ate. i6 GC TO REMOVE ANY INFERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEADS, WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER. NON-WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT SOFFIT REMOVE ALL TILE AT TDP OF PILASTERS AT FRONT WALL. PATCH AND REPAIR TO MATCH ADJACENT, TYP PL3 ¢ y P76 � ¢ u7 � + + + + } +} + + + + + } + + + + ++ + R ^r Rb 10 �fi I 1 I Ca-� GeL7 pp A� 5ip ,II Ds5 CA6INETELEVATION P76 SOFFIT P34 P34 DRAWN BY: P34 C) C:) P34 P34 03-27-09 P34 02-06-09 , P34 P34 P34 P34 � ND WALL I� W d p I -� �i z v P34 P34 C) d CO OPEN TO OPEN TO OPEN TO OPEN TOP34 TO OP EN VESTIBULE REGALOPEN NAILS REGAL MONEY CENTER TOCOURTESY OPEN TO VISION OPEN TO VESTIBULE ENAILS DESK BANK CENTER R F - Li PAINT AS SCHEDULED Z z +++++++++++ PL3 v ++++++++++++++ CD ++++++++++++. + CONTRACTOR TO REINSTALL � o +++++++++ + + +++++ + + EXISTING EWC'S AFTERED +++++ ++++ ?C INSTALLATION t�? N +++++++++ ++++++++++ WG + + + + + N + + + + + + + + + + + DB5 TYPICAL ELEVATION AT �'05 �RINKINC FOUN TALK /—SOLID -SURFACE TOP SST1 1/2" PLYWOOD UNDER CAP (2) #12 TEK SCREWS EA COLUMN, TYP CAP PLATE WITH _ SEAL WELD 6"x16 GA CONT MTL TRACK 2 1/2"X2 1/2"x3/16" ' HSS COLUMN 5/8" IMPACT SECTIQN C RESISTANT NTS . GYPSUM BOARD SIM 2C I I PLASTIC LAMINATE II II II DB5 I I 2X4 WOOD BUMPER If (2) II � RETURNS SECTION 3/4"�1'--0" A050 -O02 P34 TYP STORAGE BO9 ++'}+++..+++ WG +++}++++++++ ++t++fi++++++.... + + fi + + + + + + + + + + + + + + + t + + + + + + 0j fi++t+++++++... + + t + + + + + + + + +++++++++++++ DB5 PL3 PARTIAL ELEVATION REMOVE ALL TILE AT TOP OF REMOVE ALL TILE AT TOPOF PILASTERS AT FRONT WALL. PILASTERS AT FRONT WALL. PATCH AND PAINT TO PATCH AND PAINT TO MATCH ADJACENT. TYP. MATCH ADJACENT. TYP. P76 --m T P100 P34 P34 7 P34 P34 ALUMINUM OPEN TO CORNER GUARDS OPEN TO SALON TENANT WG A(P�L39 SOFFITALUMINUM P34DB5P34 P 3LWG CORNER P34 NE PL3 GUARDS LLL V ATLON ELEVATION ALUMINUM WALL .m.,-,.. _ P34 7 GUARD TYP WG PL3 8 3/32" = 1'-0" 3/32" = 10-0" m..„rrm.mu.m.m.� TYP TYP 13 __-_� EDC 2 TILIT 0 122 811 1.17 11 i 9-A5 ®1 0 \1_17i i ``� VC1 5-A5 1 " w A5.3 'E --------- -f—IC------______________-.-_---_______-_--_--_____---_-_-_----__ _--___-__-__-____--_-- _--_-------____----- __-__- 00T -0 (ED NEW MOP SINKMACHINE----------------- -- --- f -ALCOVEREF MEP - - - - --- 1 SALON TYP OF 6 9-A5.1 1.51 f 1 j 810 ' i I i . 0 D -------- --------i I i i ___--_-- t___--___� JANIT �. 1 i i 1 1 ------ _-------- -- 102 i OPTICAL EXAM #2 n SALES EXISTING A!R A F i i i FIRE CURTAIN 1 BANK CORRIDOR 4 - 1 1 GM CART II STORAGE GM RECORDS 104 1VESTIBULE"''-"-- II 1 i f l 101 i i 1 1 1 i !1 i 1 1 1 LAB CONTACT i E `i WAITING SALES EXAM #1 AREA 00 it 1 &--mm mQG 'Q iI 1 1 i 1 1i I i if ---------- -------------'----"------------------------- ---.r------"----------------- OTHER - ----- INCOME ------ CUSTOMER CUSTOMER f 4 MEN WOMEN 103 f� r �-f-----------------------------------» 111 112 � I{ , � o 0 0 0 1 _j _j L.�' `` -I� ...1 -------------------- ------_------- VESTIBULE DOORS: GC TO PROVIDE FINAL ROUGH OPENING HEIGHT AND WIDTH, FOR EACH DOOR, TO ,"� ,,,. DOOR MANUFACTURER. INCLUDE LOCATION, HEIGHT, INSTALLING UNITS. COPY THE ARCHITECT WITH ALL SUBMITTALS Tb THE AHJ. AND WIDTH OF STRUCTURAL STEEL IF APPLICABLE. NO EGRESS WELL BE AFFECTED BY SCOPE OF WORK. OM VESTIBULE FLOOR PLAN 11 A3 A050-004 1/8)f _ V--0" A050-003 ff � KITCHEN I f 404 ,' II VERTICAL. SLIP JOINT -A5 WHERE BULKHEAD MEETS WALL REF 3-A6 .dab, If ICE: MACHINE ALCOVE --------=M -__-----__ ------------ TYP OF 6 1.51 iL 00 l ^I z ,�� COURTESY °A WAL -MART DINING Xm_j� -A6 D1ESK MONEY -__-___ ° - ------ ° AREA < CENTER -------=______- -402 10.58 ¢ o 0 0- 11-A5 801 —__------------- 2_A9McDONALD S EXISTING AIR AP CURTAIN REGAL NAILS OFFICE 119 ¢ r 10.53 iI i 10--A5 6-A5I ..... . .................T........ 7OA7 A il __RE -TURN_ _ EQUIPMENT STORAGE- - 109 A 106 6.06 REMOVE PASS-THRU INFILL WALL TO MATCH ADJACENT WALLS WITH LIKE FINISHES CR VESTI, 1/8" = 1'-0" COUNTING '— CASH 1OB 107 FLOOR PLAN NEW MOP SINK REF MEP JANITOR 116 NO EGRESS WILL BE AFFECTED BY SCOPE OF WORK. A f GR VESTIBULE E A 115 f If II If------------------------------------ ------------------------ --- RB PANEL i c c o e i I J "---------------------------- ---- 11 A3 GR CART STORAGE 118 OTHER INCOME 117 J 710 West Roselawn [hive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016053 REVISION pW .� RF DRAWN BY: RWM C) C:) 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: DOCUMENT 02-06-09 , I� W d p I -� �i z v LJ C) d CO Cq ISSUE BLOCK 1 03-06-09 ADDENDUM / 7 \ #3 3 04-15-09 CCD #2 06-05-09 C C D #6. CHECKED BY: .� RF DRAWN BY: RWM PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: DOCUMENT 02-06-09 , SHEET: A5 a� Q E E W N TRANSITION STRIP SCHEDULE FILL WITH CONCRETE I FILL WITH CONCRETE SECTION CONCRETE TO VCT PVC AND ROUND OFF TOP CONCRETE TO CERAMIC TILE UARRY TILE 8--A5.1 AND ROUND OFF TOP NONE VCT TO PVC NONE v~v h� TRANSITION SITION BACKING STRIP I 4" O.D. E BOLLARD 4' LONG WALL STANDARDS STRIP 4" O.D. GALV PIPE � ' STRIP - PAINT P5 INSTALLATION BY JAMS - BOLLARD. DO NOT PAINT. a JAMS CL JAMB 10.47E 6" WALL #10-16x2-1/2" HEX HEAD U- 6" WALL SELF -DRILLING SCREWS AND 3-5/8" Ila - 3/16" x 1" FENDER 3-5/8" WALL of FLOORING TRANSITIONS 'r 1 'j -" -" "-" oa o i 1 "-1,--0" A051-01 1 • cv CONCRETE. FLOOR SLAB �r- CONCRETE FLOOR SLAB Phone: 479.636.3545 10.70 8" DIAMETER CORE DRILL _ Fax:479.636.12p9 8" DIAMETER CORE DRILL a w William Douglass Hurley 0 THROUGH CONCRETE ONLY j cv . Florida License No AR91919 HAND AUGER BELOW iy ^' Barry L. McNeill CONCRETE Florida License No AR00168M .' CONCRETE FILL CONCRETE FILL - SECTION AT INTERIOR SECTION AT GARDEN CENTER GARDEN CENTER/ INTERIOR BOLLARD DETAIL 12 1/2" 1'-Q" A051-012 a� Q E E W N TRANSITION STRIP SCHEDULE DOOR DOOR CONDITION SECTION CONCRETE TO VCT PVC 9-A5.1 CONCRETE TO CERAMIC TILE UARRY TILE 8--A5.1 VCT PVC TO CERAMIC TILE QUARRY TILE NONE VCT TO PVC NONE LOCATE JOINT BETWEEN FLOORING AND TRANSITION STRIP UNDER DOOR DOOR ; DOOR DOOR DOOR PROVIDE CONTINUOUS 6" WIDE �� { 192 2" TRANSITION i 3-1/2" I 32' STAINLESS STEEL BOLLARD, 4" OD 2" TRANSITION v~v h� TRANSITION SITION BACKING STRIP I TRANSITION 4' LONG WALL STANDARDS STRIP STRIP EXISTING BOLLARDS PS. g,.1g:5,- STRIP - _ INSTALLATION BY JAMS - CONTRACTOR) ATTACHED JAMB JAMS iv JAMB 10.47E 6" WALL #10-16x2-1/2" HEX HEAD �Cq 6" WALL SELF -DRILLING SCREWS AND 3-5/8" 10.51`. 3/16" x 1" FENDER 3-5/8" WALL WALL FLOORING TRANSITIONS 'r 1 'j -" -" "-" oa o i 1 "-1,--0" A051-01 1 �t REMOVE EXISTING GYP BD AS REQUIRED AND DRAWN BY: PROVIDE CONTINUOUS 6" WIDE 20 GA STEEL 192 BACKING PLATE ATTACHED TO STUDS WITH WAIN' i ANDARDS;,., ARE (2) #8x1/2" SELF -DRILLING PAN HEAD 32' STAINLESS STEEL BOLLARD, 4" OD SCREWS EA STUD. VERIFY WALL STANDARD v~v h� MOUNTING POINTS ALIGN WITH BACKING C PLATES. PATCH GYP 80 AT COMPLETION. 32" STEEL BOLLARD. REF 12-A5.1. 4' LONG WALL STANDARDS i00000000� 0 24' OC MAX (FURNISHED EXISTING BOLLARDS PS. g,.1g:5,- BY WAL-MART FOR _ INSTALLATION BY - CONTRACTOR) ATTACHED BLOCKING. REF 3-A3. TO EACH BACKING PLATE iv THROUGH GYP BD WITH 10.47E INSTALL STEEL CORNER GUARDS. REF 1-A3. #10-16x2-1/2" HEX HEAD �Cq i SELF -DRILLING SCREWS AND II 10.51`. 3/16" x 1" FENDER WASHERS (SCREWS AND i WASHERS PROVIDED BY 'r CONTRACTOR) -" -" "-" oa o st, > 10.691 ` �t cv TRAINING ROOM 2 1/4" = 1'-0" A051-002 METAL STUD 1 SELF -DRILLING i Ij SCREW CONTINUOUS 6" { WIDE 20 GA BACKING PLATE----,,,,,, 1/2" GYP Bb I ,0,, SELF --DRILLING SCREW AND FENDER WASHER �� I II WALL STANDARD BACKING PLATE 6 NTS z a a LL LL a: r C 1 i� SHEET NOTES DRAWN BY: KEYNOTES Ca Co 192 0 1. ENSURE ALL EXISTING WAIN' i ANDARDS;,., ARE 1IM �-t' 32' STAINLESS STEEL BOLLARD, 4" OD v~v h� SECURE TO WALL. C 5ggi?:' 32" STEEL BOLLARD. REF 12-A5.1. i00000000� 2. STRAIGHTEN AND PAINT EXISTING BOLLARDS PS. g,.1g:5,- INSTA�°L WALL MOUNTED TV LOCATION PER TRAINING SUPERVISOR. PROVIDE r, BLOCKING. REF 3-A3. c 10.47E INSTALL STEEL CORNER GUARDS. REF 1-A3. o �Cq 10.51`. INSTALL THREE (3) 4'-0" SECTIONS OF WALL STANDARDS AT LOCATION DETERMINED BY FLOOR PROJECT MANAGER, REF 7-A5.1 st, > 10.691 ` INSTALL SIX(6) LOCKING SCHEDULE BOARDS-WAL-MART FURNISHED. MOUNT 710 West RoselewnDrive Ragers, Arkansas 72756 Wf.TH TOP OF BOARD AT 6'--0" AFF. Phone: 479.636.3545 10.70 INSTALL DRY ERASE BOARD -- WAL-MART FURNISHED. Fax:479.636.12p9 w William Douglass Hurley Florida License No AR91919 ^' Barry L. McNeill Florida License No AR00168M 5" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH DED 1'--0" TOP PAINT P5 TRUCK WELL WALL CURB PLAN AT TRUCKWELL PAVING OR CONCRE=TE SLAB 1/2 PMEJ AND SEALANT 0 18" DIAMETER '— CONCRETE FOOTING 2' PLAN AT DSD DOOR BOLLARD DETA-1- 10 1/2" = 1'-0" A051-010 1/2" PLYWOOD PAINT TO MATCH WALL ABOVE 1�r NOTE: VERIFY AND COORDINATE WITH WAL-MART STORE PLANNING FLOOR PROJECT MANAGER LOCATIONS AND QUANTITY OF LOCKERS IF REQUIRED. ANCHOR LOCKERS TO WALL. LOCKERS PARTITION DB5 FINISH FLOOR CONTINUOUS 2x4 AT 24" OC WITH 2x4 3/4" PLYWOOD TOP NTS A051-005 -- EXISTING ENTRY TILE lye V/sk A DOOR AND FRAME AS SCHEDULED ENTRANCE TRANSITION STRIP. INSTALL WITH I I I I MASONRY SCREW ANCHOR AT 12" OC I I I I( 2" x 1/8" ALUMINUM CONC. { I I I ( T# ANSITION STRIP VCTtee SLA I I I I I PVC (OR VCT) FLOORING f j PLACE EDGE OF TILE { { I I L - - --- -- w- -- --- ---- — ( BELOW DOOR { I I I I I I x I v. v v a �a, v v Ir //// � ////// A I i I I 4.n .4 oloho FLAT HEAD COUNTER—SUNK ANCHORS AT 12" OC TRANSITION STRIP 6„ JTERIOR CORNER_AN.0 RACK LOCATIONS 1" c� OILING DOOR 5.55 DOOR -- LEVELER PIT 4 Iry 1/2" =,1°.. 4" STEEL ANGLE 5.55 RACK PRQTECTQR ANGLE d 1.51 SALES FLOOR 2" INTERIOR HM DOORS A OOR INTERIOR FLEXIBLE TRAFFIC DOORS_ ARD DETAIL, A051-004 TRANSITION AT EXPOSED, 8 EDGE OF ENTRY TILE _ iA051-008 A PORTRAIT STUDIO/VISION CENTER TRANSITION. B WALL BASE AS PER APPLICABLE DETAIL. -- REF A7 FOR BASE TYPES. DBS DB5 1310 i #... SIDE FOLDING GRILLE 139 I B9 D WALL BASE TRANSITION L 3)�3/4" = 1'-0" A051-003 3 A051--001 E ISSUE BLOCK 1 03-06-09 ADDENDUM #3 3 04.15-09 CC D #2 ,&105-12-09 CCD #4. 06-05-09 CCD #6 CHECKED BY: RF/KD DRAWN BY: JM/LJE Ca Co 192 0 00 DOCUMENT DATE: 02-06-09 v~v h� C < i00000000� C-4 it c0 o �Cq �1 G ISSUE BLOCK 1 03-06-09 ADDENDUM #3 3 04.15-09 CC D #2 ,&105-12-09 CCD #4. 06-05-09 CCD #6 CHECKED BY: RF/KD DRAWN BY: JM/LJE PROTO: 192 PROTO CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 ENLARGED PLANS AND DETAILS SHEET: A5* 1 710 West Roselawn Drive Rogers, Arkansas 72750 Phone: 479.636.3545 Fax, 479.636.9209 William Douglas Hurley Florida License No AR91919 Barry L, McNeil Florida License No AR0016653 ISSUE BLOCK A5 05-12-09 CCD #4 A06-05-09 CCD ,#6 CHECKED BY: RF/SW/KD DRAWN BY: w w PROTO: 192 o 03-27.09 DOCUMENT DATE: 02-06-09 CN 94 z w a 0 CQ cm 46 0 ISSUE BLOCK A5 05-12-09 CCD #4 A06-05-09 CCD ,#6 CHECKED BY: RF/SW/KD DRAWN BY: AH M /LJE PROTO: 192 PROTO CYCLE: 03-27.09 DOCUMENT DATE: 02-06-09 m cu E E w v m(0 0 ,i P'7 � cU O V �O� 0 >` 'E J N U 0) � U E O W U0 N � M C, 0)Q C7 I 0 c d- N X X X GJ UO H � z CV a . F� d� 'L 7 AR0016853 ,•' PARTITION TYPES AND WALL DETAILS 1 SHEET: A 6 SEALANT BOTH SIDES REF SECTION FOR WALL CONDITION 1/4" SHIM ALUMINUM FRAME RECEPTOR AT HEAD ONLY WALL BEYOND AUTOMATIC SLIDING OR MANUAL DOOR REF SCHEDULEf f HEAD _j 5 1 1/2" = 1'-0" C\a081--005 GLAZING ALUMINUM SLIDING BREAKAWAY I DOOR FRAME DOOR PIVOT ALUMINUM FRAME � o j 1 /4" SHIM `t SEALANT BOTH SIDES moi¢I�-------ANCHORS PER MANUFACTURER JAMB WALL CONDITION REF SECTION 4 1 1/2"- 1 -0 C\a081-004 7. SIGNAGE: PROVIDE 1" HIGH LETTERS IN 109A EQUIPMENT ETR F HM—STL 1 3'-0" 7'—•0" 1 3/4" --- I ETR ---- --- 29,34 109A AA BOTTOM STILES CONTRASTING COLORS TO BACKGROUND, TEXT 110C CORRIDOR ETR . F HM--STL 2 4'--0" 7'-0" 1 3/4- -- _-- ETR --_ __- _-_ ___ ___ —_ 7,29 11 OC JAMB LEIF 3/4 HR TO READ "IN EMERGENCY PUSH TO OPEN". 11OG SCHEDULE ETR F HM-STL 2 4'-0" 7'-0" 1 3/4" OF DOOR ETR --- ---- ___ __ _-- 3/4 HR 7,29 11OG ETR --- ---- --- -- -_- 3/4 8. 9. FULLY GASKETED FOR NEUTRALIZATION. DOOR, FRAME AND HARDWARE BY CONTRACTOR. 115A DOOR SCHEDULE NOTES NEW AA ALUM 1 FV FV 1 1/2"0 -TEMP DETAIL REFERENCES ARE TO SHEET A8.1 UNO 7'-0" --- ACRYL SUB --FRAME BY CANOPY MANUFACTURER. 1156 GR VESTIBULE MARK ROOM NAME DOOR 1 FV FV 1 1 2 TEMP NEW --- ALUM 5-A8 4-A8 3-A8 ----- 1,3,7,59 115B FRAME 2 FIRE NOTES MARK 116A JANITOR 1. SCHEDULED WIDTH AND HEIGHT INDICATE HM-STL 1 3'-0" NEW TYPE MATERIAL QTY NOMINAL SIZE 116A GLASS NEW TYPE MATERIAL DETAIL RATING 117A OTHER INCOME ETR D FINISHED OPENING SIZE. 1 3'-6" 7'--0" ETR I TEMP ETR --- ---- --- --- --- --- 3,17 W H T 12. ETR HEAD JAMB THRESHOLD (MIN) NEW S1 STL 2. AUTOMATIC SLIDING DOOR. SCHEDULED WIDTH 100A SALES ETR F HM—STL 1 3111 7'-0" 1 3/7 ---- ETR --- — --- --- _ 7 100A 1 3'-0" 7'-0" 1 3/4" AND HEIGHT INDICATE ROUGH OPENING SIZE AND 100B SALES ETR F HM—STL 1 3'-0" 7'-0" 1 3/4" --- ETR ---- ___ ___ —__ _-- --- 7 100E 1 3/4" - --- ETR --- OUTSIDE DOOR FRAME DIMENSIONS. 1OOL SALES ETR F HM—STL 2 4'—O" 7'-0" 1 3/4" — — ETR _-- —__ _ _ _-- ------_ 7 100E ETR --- __ �—,_ _...._ ___----,... 16,17 3. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXTETR 10OM SALES ETR F HM--STL 2 4'-0" 7'—O"__1_3_/4" —__ ___ --- __— --- --7 IDDM 126B ETR F TO READ "THIS DOOR TO REMAIN UNLOCKED 100N I SALES ETR F HM—STL 1 4'-0" 7'-0" 1 3/4" --- ETR --- --- ---- --- --- --- 7 10ON 159A SPRINKLER ETR DURING BUSINESS HOURS". SIGNAGE 101A IGM VESTIBULE NEW AA ALUM 1 FV FV 1 1 2 TEMP NEW --- ALUM 5—A8 4—A8 3—A8 — 1,3,7,59 101A 23. NOT USED, 162A FIRE CORRIDOR FURNISHED BY WAL--MART AND INSTALLED BY 101E IGM VESTIBULE NEW AA ALUM 1 FV FV1 1/2" TEMP NEW --- ALUM 5-A8 4-A8 3-A8 --- 1,3,7,59 101B 24 24. FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. 162B GENERAL CONTRACTOR. 102A I JANITOR ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" ---- ETR --- -__ -- --- _ w _ -_- 29,34,54 102A ___ _-- .--- 4. INSTALL SECTIONAL DOOR TRACK RETURN AT 103A OTHER INCOME ETR D ALUM 1 3'-6" 7'-0" 1 1 2" TEMP ETR --- -- --- ---•- -------- 3,17 103A --- ETR - -__ MAXIMUM HEIGHT AND AND AS CLOSE TO ROOF STRUCTURE AS ALLOWABLE BY MANUFACTURER. 104A GM CART STORAGE, NEW S1 STL 1 18'-0" 4'-$" ---- --- ETR --- --- ---- _ -- ___ ___ 1,5,14 103A 8'-8" TIRE 5. INSTALL/REPLACE FLEXIBLE STRIP DOOR. 107A CASH ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR --- -__ - --- ---�- --- 29,54 107A STL 1 6. NOT USED 108A COUNTING ETR F HM-STL 1 3'--0„ 7'-0" 1 3/4" ---- ETR ---- --- --- - - --- --- 29,54 108A GM RECEIVING 7. SIGNAGE: PROVIDE 1" HIGH LETTERS IN 109A EQUIPMENT ETR F HM—STL 1 3'-0" 7'—•0" 1 3/4" --- I ETR ---- --- 29,34 109A AUTOMATIC SLIDING DOOR I_N.IERIOR GLAZING `� ALUMINUM FRAME BEYOND EXTERIOR CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND CONT SEALANT AT ALL EDGES OF THRESHOLD BEYOND n4 " 4 COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND THRESHOLD 3 3" = 1'-o" 032709 A081-003 n „ ri FV q PROVIDE NECESSARY ALUMINUM MOLDING TO COVER EXPOSED HOLLOW METAL STRUCTURAL MEMBERS, EACH SIDE EA OF WINDOW FV O, BO S AL M STOREFRONT C/A080--WWS FRAME TYPE WINDOW TYPES. 2 3/16" - 10_0„ 6 3/16" = 1'-0" V MOTION DETECTOR TYP t� cn � MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP U LO ,i10" AA BOTTOM STILES CONTRASTING COLORS TO BACKGROUND, TEXT 110C CORRIDOR ETR . F HM--STL 2 4'--0" 7'-0" 1 3/4- -- _-- ETR --_ __- _-_ ___ ___ —_ 7,29 11 OC JAMB LEIF 3/4 HR TO READ "IN EMERGENCY PUSH TO OPEN". 11OG CORRIDOR ETR F HM-STL 2 4'-0" 7'-0" 1 3/4" OF DOOR ETR --- ---- ___ __ _-- 3/4 HR 7,29 11OG ETR --- ---- --- -- -_- 3/4 8. 9. FULLY GASKETED FOR NEUTRALIZATION. DOOR, FRAME AND HARDWARE BY CONTRACTOR. 115A GR VESTIBULE NEW AA ALUM 1 FV FV 1 1/2"0 -TEMP E NEW --- ALUM 5-A8 4-A8 3-A8 --- 1,3,7,59 115A 7'-0" --- ACRYL SUB --FRAME BY CANOPY MANUFACTURER. 1156 GR VESTIBULE NEW AA ALUM 1 FV FV 1 1 2 TEMP NEW --- ALUM 5-A8 4-A8 3-A8 ----- 1,3,7,59 115B HM--STL 2 10. NOT USED 116A JANITOR ETR F HM-STL 1 3'-0" 7'-0" 1 3 /4" --- ETR -•-•-- ___ --- -- _ ___ 29,34,54 116A FIRE CORRIDOR ETR 11. NOT USED 117A OTHER INCOME ETR D ALUM 1 3'-6" 7'--0" 1 1/2" TEMP ETR --- ---- --- --- --- --- 3,17 117A 3/4' FILLER PLATE AND STRIKE FILLER PLATE IN 12. PROVIDE 1" CLEARANCE BETWEEN EDGE OF 118A GR CART STORAGE NEW S1 STL 1 12'_0" 4'_8" ACRYL ETR --- STL-BP --- ___ ETR --_ --- --- --- --- - -- 1,5,14 118A 150E "a -3.1 " ' 3-0 STRIKE SIDE OF DOOR AND ADJACENT 119A AP OFFICE ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR -- - _ ---- - 29 119A ___ 3/4 HR 13. CASEWORK. NOT USED 122A EDC 3 ETR F HM—STL 1 3'-0" 7'--0" 1 3/4" - --- ETR --- --- --- --- —__ ___ 29 122A 1 3/4" TEMPETR 14. REPAIR AND ADJUST EXISTING DOOR TRACKS/ 126A SEASONALP SHO ETR AA ALUM 1 12'-O" 8'-0" 1 1 2" TEMP. ETR --- __ �—,_ _...._ ___----,... 16,17 126A 1 3'-O" 7'-0" AND ALL ACCESSORIES. 126E SEASONAL SHOP ETR F HM-STL 1 3'-0" 7'-0" 1 3/4' ETR --- --- — --- ---- --- 7,29 126B ETR AUTOMATIC SLIDING DOOR I_N.IERIOR GLAZING `� ALUMINUM FRAME BEYOND EXTERIOR CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND CONT SEALANT AT ALL EDGES OF THRESHOLD BEYOND n4 " 4 COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND THRESHOLD 3 3" = 1'-o" 032709 A081-003 n „ ri FV q PROVIDE NECESSARY ALUMINUM MOLDING TO COVER EXPOSED HOLLOW METAL STRUCTURAL MEMBERS, EACH SIDE EA OF WINDOW FV O, BO S AL M STOREFRONT C/A080--WWS FRAME TYPE WINDOW TYPES. 2 3/16" - 10_0„ 6 3/16" = 1'-0" V MOTION DETECTOR TYP t� cn � MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP U LO ,i10" AA BOTTOM STILES Q - AUTOMATIC SLIDING TYP N o ~` SO -SX -SX -SO EN C/A080—DRAA ,`;7 f 22906 c0 '- d E u, w rn 6 6it 5» 6„ aJ U 00 0 U -`o .a I r -0 M 0 V ul HALF GLASS NARROW LITE LOp C/112604RG C/A080—DRW 112604 O � f 000 N 0 �.a DOOR .HYPES x �! x 3/16" d UO O Z r�i ui l POCKET REF DOOR SCHEDULE FOR OPENING WIDTH R ACCORDION FOLDING C/A080—DRR 112604 Si SECTIONAL OVERHEAD C/A080—DR51 112804 1/4" TEMPERED GLASS TYP 77:7�2" CRASH BARS AT 6" rAND 24" TYP D 10" BOTTOM STILES TYP FULL GLASS (STOREFRONT) 11604 47 INSTALL /REP[ FLUSH BOLT(S) REF SPEC FOOD SERVICE TENANT Ij— 127A RISER CLOSET CLEAR VIEW F HM-STL 1 3'-0" VISION PANEL 1 3/4" --- 5"x18" STEEL ___ --- I ___ JAMB LEIF 3/4 HR 7,29 GUARDS 16. REPAIR EXISTING AUTOMATIC SLIDING DOOR. 2'-0" HIGH E IMPACT BUMPER FLEXIBLE ON EACH SIDE TRAFFIC OF DOOR C/A080—DRE 1 3/4" 112644 ETR --- ---- --- -- 47 INSTALL /REP[ FLUSH BOLT(S) REF SPEC FOOD SERVICE TENANT 15. NOT USED 127A RISER CLOSET ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR ___ -.-_ ___ __- ___ --- I ___ 29 127A 3/4 HR 7,29 162D 16. REPAIR EXISTING AUTOMATIC SLIDING DOOR. 128B ALCOVE ETR F HM-STL PR 3'-0" 7'-0" 1 3/4" --- ETR --- ---- --- -- -_- 3/4 HR 7,29 128B REVISION 6 __ ___ 17. REPLACE BROKEN, MISSING, OR DAMAGED GLASS. 130B ALCOVE NEW E PLAST PR 3'--•0" 7'-0" --- ACRYL ETR --- STL-BP --- --- ---- --- 1 24 130B ETR --- ___ ___ 18. REMOVE EXISTING DOOR AND HARDWARE. 150A FIRE CORRIDOR ETR F HM--STL 2 3'-0" 7'-0" 1 4" - - ETR ----- -__- --_ . _ _ 7,29 150A 3/4" --- ETR -- EXISTING FRAME TO REMAIN. INSTALL HINGE 150C FIRE CORRIDOR ETR R STL 1 8'-0" 9'-0" --- --- ETR _-- -__ --- --- _-_ 3/4 HR 55 150C 7'-0" 1 3/4' FILLER PLATE AND STRIKE FILLER PLATE IN 150E FIRE CORRIDOR NEW E PLAST PR 3'-••0" 7'-0" --- ACRYL ETR --- STL-BP --- ___ ___ ___ NEW 24 150E "a -3.1 " ' 3-0 " ' 7-0 HOLLOW METAL FRAME., 150D FIRE CORRIDOR ETR F HM-STL. PR " 3'-0" " 7'- 0 1 3/4„ --- ETR --- - ---- ___ ___ 3/4 HR 7,29 150D N HM-STL 1 19. WELDED FRAME W/CONTINUOUS HINGE. 151C BREAKROOM ETR N HM-STL 1 3'-0” 7'-0" 1 3/4" TEMPETR --- --- _.. _ ___ __ _ -- 53. INSTALL/REPLACE LOCK GUARD. REF SPEC 29 151C ,. ETR F 20. REPLACE DAMAGED SECTIONAL DOOR PANELS. 21. REPAIR EXISTING DOOR. 151D BREAKROOM ETR N HM--STL 1 3'-O" 7'-0" 1 3/4 - _-- - ----WIRE ETR ---__ _,_ __ --- 3/4 HR 29 151D 33. INSTALL/REPLACE STOP. REF SPEC 176B FIRE CORRIDOR 22. FLEXIBLE TRAFFIC DOOR COLOR TO BE KHAKI, 153A UPS ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR - --- --- --- _--- --- -- 3/4 HR 29,34,54 153A TIRE MOUNTING 34. INSTALL 5"X20" WINDOW IN DOOR, PAINT DOOR FRAME P17. 159A SPRINKLER ETR V CL 1 3'-0" 70-0" --- _-- --_ ___ STL-P -__ ___ . __ --- -- 38 159A 55 176C AREA 23. NOT USED, 162A FIRE CORRIDOR ETR F HM-STL 2 3'-0" 7'-0" 1 3/4" --- ETR ---- _-_ _-_ ..__ _ _ --- NEW •�---•-•- 7,29 162A 8 --- --- 24 24. FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. 162B FIRE CORRIDOR ETR R STL 1 6'-0" 9'-0" - --- ETR --- --- -- ___ -.-- 3/4 HR 55 1628 - - ___ _-- .--- PAINT DOOR FRAME TO MATCH ADJACENT WALL. 25. NOT USED 162C FIRE CORRIDOR ETR R STL 1 8'-0" 9'-O" --- --- ETR --- --- --- - --- 3 4 / HR 55 1628 --- ETR - -__ ___ 162D FIRE CORRIDOR ETR F HM STL --- „ 7 „ ,y NEW S1 STL 1 6'-0" 8'-8" TIRE __ 47 INSTALL /REP[ FLUSH BOLT(S) REF SPEC FOOD SERVICE TENANT 26. NOT USED 402A DINING AREA NEW I F - PR 3 -0 7 -0 1 3/4 --- ETR --- I ___ __- -__ --_ 3/4 HR 7,29 162D 404A KITCHEN 27, NOT USED 165A CUSTOMER MEN NEW F HM-STL 1 3'-0" 7'-0" 1 374" - NEW 1 HM 7 6 __ ___ 35 165A 1 3/4' TEMP 28. NOT USED 166A CUSTOMER WOMEN ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" ___ ETR --- ___ ___ _ _ --_ ----_- 29 166A OM 1 29. REPAIR AND ADJUST EXISTING DOOR HARDWARE 167A FAMILY TOILET ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" --- ETR -- --- ---- --- ---- --- 29 167A 8'-0" --- TO PROPER WORKING CONDITION. 30. REPAIR DAMAGED GATE. 171A UPC/INVOICING ETR N HM-STL 1 3'-0" 7'-0" 1 3/4' TEMP ETR -- -- - --- --- --- --- 29,54 171A _-- ___ _ ___ ___ ___ 38 31. REMOVE DOOR CLOSER. PATCH AS NEEDED. 172A TRAINING NEW N HM-STL 1 " ' 3-0 " ' 7-0 1 3 /4 " TEMP ETR ------ --- ___ ___ _ _ 35 172A 29,35,54 608A 32. ENLARGE DOCK DOOR OPENING. INSTALL NEW 175A MANAGEMENT: OFFICE ETR N HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR --- 1 3/4'1 TEMP ' ETR __ ___ _-_ .. _ ___ ..__ 3,35 29,34,54 175A 1 1 3'-0" 53. INSTALL/REPLACE LOCK GUARD. REF SPEC SEALS. 176A. FIRE CORRIDOR ETR F HM-STL 2 11 7'-0" 1 3/4, --- _ ETR -_ ___ ___ - _-- - ___. 7,29 176A 600C LUBE & 33. INSTALL/REPLACE STOP. REF SPEC 176B FIRE CORRIDOR ETR R STL 1 8'-0" 9'-0" --- --- --- ETR ___ ___ ___ ___ - -- 3/4 HR 55 176B TIRE MOUNTING 34. INSTALL 5"X20" WINDOW IN DOOR, 176C FIRE CORRIDOR ETR R STL 1 8'-0" 9'—O" --- ----- --- _----___ — -- -- ETR -- • -- -----• --- 3/4 HR 55 176C AREA ETR 35. INSTALL/REPLACE ALL DOOR HARDWARE. REF SPEC 176E FIRE CORRIDOR NEW E PLAST PR 3'—O" 9'-0" 600E —�-- ACRYL NEW •�---•-•- STL—BP �9 8 --- --- 24 176E S3 STI.. EXIT DEVICE OR EXIT ALARM. 36. INSTALL/REF 176F FIRE CORRIDOR ETR F HM-STL PR 3'-0" 9'-0" 1 3/4" --- ETR --- - - ___ _-- .--- 3/4 HR 7,29 176F 1 12'-0" SPECREPLACE 178A GM RECEIVING ETR F HM-STL 1 3'-O" 7'-O" 1 3/4 --- ETR - -__ ___ _ _-- --- 7,29 178A 9'1 --- 37, INSTALL/REPLACE ONE-WAY VIEWER. REF SPEC 178B GM RECEIVING NEW S1 STL 1 6'-0" 8'-8" TIRE __ TEMP NEW ---- --- 10 3 -__ ___ 1,4,5 1788 ACRYL ___ ... ___ ___ 38. ENSURE GATE IS OPERATIONAL AND LATCHES. 178C IGM RECEIVING NEW S2 STL 1 8'-0" 8'-8" AREA --- TEMP NEW --- - 2 1 ___ ___ 1,4,5 178C -- ___ ___ 14,17,20 600K 39, REPAIR DAMAGED EXTERIOR WALL CORNERS AT 178D GM RECEIVING NEW S2 STL 1 8'-O" 8'-8" --•-- HM-STL TEMP NEW ---- ___ 2 1 _-- --__ 1,4,5 178D ROLL DOOR OPENINGS. 40. INSTALL/REPLACE ELECTROMAGNETIC DOOR 17BE GM RECEIVING NEW S2 STL 1 8'-0" 8'-8" 1 --- TEMP NEW ---- ---- 2 1 --- --- 1,4,5 178E 60ON HOLDER(S). REF SPEC 179A GM STOCKROOM NEW E PLAST PR 3'-0" 9'-0" 3'-8" -•�•-- ACRYL NEW ---- STL-BP 9 g __- ___ 24 179A 41. INSTAL INSTALL/REPLACE BUTTS. REF SPEC 183A ASSISTANT MANAGEMENT OFFICE ETR N HM-STL 1 3'-0" 7'--0" 1 3/4", -TEMP ETR --- --- --- --- _ --. ___ 29,54 183A 42. INSTALL/REPLACE CYLINDER(S), THUMBTURN, PHARMACY LOCK, LATCH AND/OR DEADLOCK. REF SPEC 30OF PHARMACY NEW U ALUM 1 3'-0" 3'-2" --- --- NEW 1 ALUM 6—PH1 --- ----- ___ 1 30OF 43. INSTALL/REPLACE PUSH AND/0R PULL. REI 30OG PHARMACY NEW F HM—STL 1 3'—O" 7'-0" 1 3/4" •--- NEW 1 HM 7 6 --- ----- 54 300G SPEC 300H PHARMACY NEW U1 ALUM 1 25'-7" 9'-0" ---- ___ NEW --- ___ 7-PH1 12-PH1 _-- ___ ---- 300H 44. INSTALL/REPLACE THRESHOLD. REF SPEC 300J PHARMACY NEW U ALUM 1 3'--0" 3'-2" --- __- NEW 1 ALUM 6-PH1 --- ___ __ .. 1 300J 45. INSTALL/REPLACE SAFETY HASP AND STAPLE. 301A PHARMACY TOILET NEW F HM-STL 1 3'-0" 7'-0" 11, 3/4" - - NEW 1 1 HM 1 7 1 6 1--- - _ 54 301A REF SPEC 302A I PHARMACY NEW Y1 L PLAST I 1 3'-0" 2'--8" 1 ---- F--- NEW --- --- -- ___ -__ --- 12 ]i 302A 46 INSTALL/REPLACE SURFACE BOLTS) REF SPEC 47 INSTALL /REP[ FLUSH BOLT(S) REF SPEC FOOD SERVICE TENANT GENERAL NOTES 60OR LUBE & TIRE MOUNTING AREA NEW I V CL 1 3'-0" 4'-0" --- _-_ _-:- __- -__ ___ ___ --- 38 60OR 48. INSTALL/REPLACE DRIP CAP. REF SPEC 402A DINING AREA NEW I F ETR F HM-STL 1 3'-0" 7'-0""34" CCD #4 --- ETR --- _ ___ _..._ _-- 7,29 402A C/AO80—DRS3 602A 49. INSTALL/REPLACE DOOR COORDINATOR. REF' 404A KITCHEN HM-STL 1 1 4'-0" 8'-0" ETR N HM-STL 1 3'-0" 7'-0" 1 3 4" TEMP ETR ___ -_- -- _.4__ ___ 29 404A NEW N SPEC GARDEN CENTER 7'-Q" 1 3/4' TEMP ETR --- __- _- ___ ___ 3/4 HR 35 602B HM-STL 1 3'-0" ACCORDION TYPE). 603A SECURITY ETR F HM-STL .50. INSTALL/REPLACE DOOR ALARM AND CYLINDER. 501H GARDEN CENTER ETR ---- I I---- --- ETR VV OM 1 4'-0" 8'-0» ___ __- ___ ___ -__ --_ _-_ 38 501H 1 3'-0" 7'-0" REF SPEC 501J GARDEN CENTER 35 ETR VV OM 1 4'-0" 8'-0" --- --- - -- --- - -- --- -_ 38 501J 1 3 / ___ 4 51. INSTALL/REPLACE ELECTROMAGNETIC LOCK. REF 5O1L GARDEN CENTER 70&A ETR VV OM 1 4'-O" 8'-O" - ---- __ _-- ___ _ ___ ___ ___ 38 501L ETR ___ _-- -__ _ ,._ _� _ ___ SPEC AUTO CENTER • " •• 4. REPAIR ALL DAMAGED ACCORDION FIRE DOOR 608A SUPPLY NEW N HM-STL 1 3'-0" 7'-0" 1 3/4" -__ ETR---_ ___ _-_ _-- .. _ 3/4 HR 29,35,54 608A MATERIAL KEY F C/A080-FKEY 52. INSTALL/REPLACE MAIL SLOT. REF SPEC 600A LUBE & TIRE MOUNTING AREA NEW G HM-STL 1 3'-O" 7'-0" 1 3/4'1 TEMP ' ETR __ ___ _-_ .. _ ___ ..__ 3,35 600A HM-STL 1 1 1 3'-0" 53. INSTALL/REPLACE LOCK GUARD. REF SPEC 6006 LUBE & TIRE MOUNTING AREA NEW G HM-STL 1 3'-O" 7'-0" 1 3/4" TEMP ETR --- -- ---- --- --__ ___ 3,35 6006 ETR ---- --- _ . _ ___ 54. INSTALL/REPLACE ARMOR PLATE AND/OR ATE 600C LUBE & TIRE MOUNTING ARE ETR S3 STL 1 12'-0" 9'-5" --- ACRYL --- --- --- --- --- --- - --- 14,17,20 ---REPAIR 6flOC ALUM ALUMINUM 810A SALON 55. REPAIR DOOR, TRACK AND ACCESSORIES TO 600D LUBE & TIRE MOUNTING ARE ETR S3 STL 1 12'—O" 9'-5" ---- - ACRYL --- ----- --- _----___ _ ___ 14,17,20 600D 1 3'-0" • LIKE -NEW CONDITION 600E LUBE & TIRE MOUNTING AREA ETR S3 STL 1 12'-0" 14'-1" --- ACRYL --- -- --- ------ __� ___ _- 14,17,20 600E 811A --- -- - --- 56. INSTALL/REPLACE DEADBOLT LOCK. REF SPEC 60OF LUBE & TIRE MOUNTING AREA ETR S3 STI.. 1 12'-0" 14'-1" -__ ACRYL -__ ___ - -__ _-_ --- _ .,. 14,17,20 60OF 901 A SERVICE DELI STL-BP ___ __ . 57. INSTALL/REPLACE DOOR HOLDER. REF SPEC 60OG LUBE & TIRE MOUNTING AREA ETR S3 STL 1 12'-0" 9'-5" ----- ACRYL —_ - --- --- ---- ___ _ _-- 14,17,20 60OG --- --- --- 4 3 58. INSTALL/REPLACE CONTINUOUS GEARED HINGE. 600H LUBE & TIRE MOUNTING AREA ETR S3 STL 1 12'-0" 9'1 --- ACRYL --- --- -_ ___ _ ___ ...._— 14,17,20 600H NEW --_ ___ 2 1 REF SPEC 59. PROVIDE NECESSARY ALUMINUM MOLDING TO 600J LUBE & TIRE MOUNTING AREA ETR S3 STL 1 12'-O" 9'-5" ----- ACRYL ___ ... ___ ___ ___ __- ___ 14,17,20 6001 COVER EXPOSED STRUCTURAL MEMBERS, EACH 600K LUBE & TIRE MOUNTING AREA ETR S3 STL 1 12'-0" 9'-5" --- ACRYL -- ___ ___ _ - -- ___ ___ 14,17,20 600K SIDE OF .DOOR 6Q0L LUBE & TIRE MOUNTING AREA ETR F HM-STL 1 3'-0" 7'-0" 1 3 / 4" -- ETR __- __ ___ ___ _ - ___ 7,29 600L 600M LUBE & TIRE MOUNTING AREA ETR U STL 1 1 8'-0" 3'1 1 3/4" --- I ___ -__ ___ --- --- --- 3/4 HR 55 600M 60ON LUBE & TIRE MOUNTING AREA ETR U STL 1 10'-0" 3'-8" 1 3/4' ---- I ETR -__ -_- --- ___ --- 3/4 HR 55 60ON GENERAL NOTES 60OR LUBE & TIRE MOUNTING AREA NEW I V CL 1 3'-0" 4'-0" --- _-_ _-:- __- -__ ___ ___ --- 38 60OR ISSUE BLOCK dns, 601A TOILET NEW I F HM-STL 1 3'-0" 7'-0" 1 3 4' ___ ETR --- -__ ___ CCD #4 Z7 06-05-09 CCD #6 VISION CENTER C/AO80—DRS3 602A MECHANICAL ETR F HM-STL 1 1 4'-0" 8'-0" 1 3/4' ----_ ETR _ ---- ___ . ___ ___ ___ 7,29 602A ETR --- STL-BP __- _ _ 1. TEST FIRE DOORS (OVERHEAD COILING OR 6026 MECHANICAL NEW N HM-STL 1 4'-0" 7'-Q" 1 3/4' TEMP ETR --- __- _- ___ ___ 3/4 HR 35 602B HM-STL 1 3'-0" ACCORDION TYPE). 603A SECURITY ETR F HM-STL 1 3'--0" 7'-0" 1 3/4" --- ETR ---- I I---- --- ---- --- ---- 29,34 603A 7'--0" 1 3/4" TEMP 2. REPAIR OVERHEAD COILING DOOR ASSEMBLY TO WORKING CONDITION AS REQUIRED. 604A CUSTOMER SERVICE NEW G HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP ETR --- -__ ___ 3/4 HR 35 604A ETR -_- __ ___ _-- ___ ___ 29 3. REPLACE DAMAGED OR MESSING OVERHEAD" 605A STORAGE ETR F HM-STL 1 4 -" '-0 '" 7-0 1 3 / ___ 4 ETR -__ ___ ___ _-- --- __- 29,34 605A 70&A TEMP COILING DOOR SHROUDS AT RATED CORRIDORS, 607A OFFICE ETR F HM-STL 1 3'-0" 7'-O" 7'-0" --- ETR ___ _-- -__ _ ,._ _� _ ___ 29,34,54 607A 909E • " •• 4. REPAIR ALL DAMAGED ACCORDION FIRE DOOR 608A SUPPLY NEW N HM-STL 1 3'-0" 7'-0" 1 3/4" -__ ETR---_ ___ _-_ _-- .. _ 3/4 HR 29,35,54 608A MATERIAL KEY F C/A080-FKEY 802A I REGAL NAILS SHROUDS AND POCKETS 6106 TIRE AND BATTERY STORAGE 1 3'--0" 7'-0" 1 3/4" --- ' to ' to 802A ETR F HM-STL MARK UFSQEIP ION 802H IREGAL NAILS ETR ISSUE BLOCK dns, 03-06-09 ADDENDUM #3 3 04-15-09 CCD ,#2 03-27-09 05-04-09 CCD ,#3 Q 05--12-w09 CCD #4 Z7 06-05-09 CCD #6 VISION CENTER C/AO80—DRS3 112604 012706 PLAST PLASTIC 902A ...__ ___ — 614B PLAST PR 3'-0" DOORS. REF SPEC --- ACRYL ETR --- STL-BP __- _ _ -_- ___ CHECKED 8Y: RP/RF/SW/JT DRAWN BY: TP/LJE PROTO: 192 PROTD CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 O 5. INSTALL/REPLACE ALL WEATHERSTRIPPING AND 614B ENVIRONMENTAL CAGE NEW NEW VV VV OM OM PR 3 —8 PR 3'-8" 11 —0 . 11'-0" ___ ___ _-- ___ __ STL—P —__ —__ ___ -- ---- --- — ., . ___ 61 OB ETR --- STL-BP --- ---- ___ __- GASKETS AT ALL EXTERIOR HOLLOW METAL VISION CENTER C/AO80—DRS3 112604 012706 PLAST PLASTIC 902A ...__ ___ — 614B PLAST PR 3'-0" DOORS. REF SPEC --- ACRYL ETR --- STL-BP __- _ _ -_- ___ 24 902A 920E STL STEEL 909A PRODUCE PREP 6. NOT USED 701A LAB ETR G HM-STL 1 3'-0" 7'-0" 1 3/4" TEMP •- . ETR - -- ___ --- _-- ___ 17,29 701A 909A E VV PLAST CL 7. INSTALL/REPLACE REINFORCING PIVOT, 702A CONTACT SALES NEW G HM-STL 1 3'--0„ 7'--0" 1 3/4" TEMP NEW 1 HM 7 6 --- -- -- 34,35 702A ----- ACRYL ETR ---- STL-BP --- -__ SILENCERS AND/OR CLOSER, IF LISTED IN DOOR 705A EXAM #1 ETR F HM-STL 1 3'-0" 7'-0" 1 374" ---- ETR -_- __ ___ _-- ___ ___ 29 705A HARDWARE SPECIFICATION, AT ALL INTERIOR 706A EXAM #2 ETR I F HM-STL 1 3'-0'' 7'-0" 1 3 4" --- ETR -__ --- ---- --- ---- --- 29 70&A TEMP TEMPERED 909E HOLLOW METAL DOORS. REF SPEC. TENANTS E PLAST PR 3'-0" 7'-0" ---- ACRYL ETR --- STL-BP --- 24 909E • " •• 8. NOT USED 801A WAL-MART MONEY CENTER ETR I F -I HM-STL 1 1 3'-0" 7'--0" 11 3/4" ---1 ETR 1----� ___ ___ ___ ___ _-- 7,29 801 A 60--8" ---- ACRYL ETR - MATERIAL KEY F C/A080-FKEY 802A I REGAL NAILS ETR F HM-STL 1 1 3'--0" 7'-0" 1 3/4" --- ETR - -- -__ ___ _ ._ -__ ___ 7,29 802A ETR F HM-STL MARK UFSQEIP ION 802H IREGAL NAILS ETR F HM-STL 1 1 1 3'-0" 7'-O" 11 3/4" ETR -__ _-- --- --- --_ --- 7,29$02H F ACRYL ACRYLIC HAIR CARE ETR V CL 1 3'-0" 8'-0" --- --- ETR ---- --- _ . _ ___ _-- ___ 38 917A AL ALUMINUM LINK 809A STORAGE ETR F HM--STL 1 3'-0" 7'-0" 1 3/4" __-- ETR --- ---- __- __ --- --- 29,34 809A 3'--0" 7'-0" 1 3/4" --- ALUM ALUMINUM 810A SALON ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" - ETR -w-- --- ___ -__ ___ ___ 7,29 810A FIRE CORRIDOR ETR R CL CHAIN LINK 8106 SALON ETR F HM-STL 1 3'-0" 7'--0" 1 3/4" --- ETR -_ ___ _-_ ___ ___ ___ 29,34 810B HM HOLLOW METAL 811A UTILITY ETR F. HM-STL 1 1 7'-0" 1 3 4" ----- ETR -__ ___ ___ __ ___ -__ 29,34 811A --- -- - --- ---- 3/4 HR 55 HM-STL HOLLOW METAL -STEEL GROCERY 918E FIRE CORRIDOR NEW E PLAST PR 4111 9'-0" --- ACRYL 901 A SERVICE DELI STL-BP ___ __ . ___ -- 24 918E 920A GR RECEIVING O OM ORNAMENTAL METAL S2 S2 NEW E PLAST 1 3 -0 7 -0 --- ACRYL ETR --- STL-BP --- ---- ___ __- 22 901A C/AO80—DRS3 112604 012706 PLAST PLASTIC 902A DELI PREP NEW E PLAST PR 3'-0" 7'-•0" --- ACRYL ETR --- STL-BP __- _ _ -_- ___ 24 902A 920E STL STEEL 909A PRODUCE PREP ETR F HM-STL 1 3'--0" 7'-0" 1 3/4" -- ETR --- -__ __ --- --- --- 7,29 909A E VV PLAST CL 1 4'-0" PR 4'-O" STL-P STEEL PIPE 909B 909D PRODUCE PREP PRODUCE PREP NEW NEW E E PLAST PLAST PR PR 3'-0" . 9'-0" ----- ACRYL ETR ---- STL-BP --- -__ ___ ___ 24 9096 STL-BP STEEL BENT PLATE 3'-0" 7'-0" ---- ACRYL NEW _ STL-BP 9 8 __- ---24 909D ,...,., �� TEMP TEMPERED 909E PRODUCE PREP NEW E PLAST PR 3'-0" 7'-0" ---- ACRYL ETR --- STL-BP --- 24 909E • " •• 912A MEAT PREP NEW E PLAST 1 3'-6" 60--8" ---- ACRYL ETR - -- STL_BP ---- --- ---- --- 24 912A 914A FIRE CORRIDOR ETR F HM-STL PR 4'-0" 9'--0" 1 37:7 -- ETR ___ -- ___ __- --- 3/4 HR 7,29 914A — . .� � ; • F 917A PLUMBING/MECHANICAL ETR V CL 1 3'-0" 8'-0" --- --- ETR ---- --- _ . _ ___ _-- ___ 38 917A 1 FLUSH 918A FIRE CORRIDOR ETR F HM-STL 2 3'--0" 7'-0" 1 3/4" --- ETR --- - ___ ___ ___ __ 7,2g 918A '•, AROO-IG353 C/A080-DRF 112604 918B FIRE CORRIDOR ETR R STL 1 8'-0" 1 9'-0" -�---�•---•- ETR --- - -- --- ------ --- 3/4 HR 55 9186°Al �•..®o,,.�•°• 918C FIRE CORRIDOR ETR R STL 1 8'_0== g'_0=' ___ --- ETR ----- --- -- - --- ---- 3/4 HR 55 918Cel 918E FIRE CORRIDOR NEW E PLAST PR 4111 9'-0" --- ACRYL ETR --- STL-BP ___ __ . ___ -- 24 918E 920A GR RECEIVING NEW S2 STL 1 6'-0" 8'-8" ------ TEMP --- --- --- 4 3 ------ __- 1,4,5 920A 920E GR RECEIVING NEW S2 STL 1 8'-0" 8'-8" --- TEMP NEW --_ ___ 2 1 ___ 1,4,5 9208 92 C » „ O GR RECEIVING NEW S2 S2 S3 U U1 SECTIONAL SECTIONAL COILING COILING OVERHEAD OVERHEAD C/A080—DRU C/AO80—DRU1 C/A080—DRS2 C/AO80—DRS3 112604 012706 112804 11IN ___ 1,4.,5 920D O GR RECEIVING NEW S2 STL 1 8-0 8-8 __- TEMP NEW --- -__ 2 1 __ - -- - 1,4,5 920C 920D GR RECEIVING NEW S2 STL 1 8'-0" 8'--8" --_ TEMP NEW - - - --- 2 1 -- - ___ 1,4.,5 920D 920E GR RECEIVING NEW S2 STL 1 8'-0" 8'-8" 1 --- TEMP NEW --- 1 2 1 -__ ___ 1,4,5 920E 923B STOCKROOM ETR F HM-STL 1 3'-0" 7'-0" 1 3/4" -- ETR --- -__ _-_ 7,29 923B 925A 930C SEAFOOD PREP COMPRESSOR ENCLOSURE NEW ETR E VV PLAST CL 1 4'-0" PR 4'-O" 7',--0" 7'-0" ___ ACRYL ___. -__ ETR --- STL-BP ___ --- --- ___ ___ STL-P --- ----- ___ - 22 . __ 38 925A 9301 930D COMPRESSOR ENCLOSURE ETR I VV CL PR 1 4'--0" '7'--0" --- -- _-. __ STL-P ---- --- .-..--_ ___ 38 930D REVISED 6108 AND 614 7 V V1/ Yi CHAIN LINK FLEXIBLE TRAFFIC CAIN LI v ORNAMENTAL FENCE C/A080—DRY1 112804 C/A080—DRW 462405 042905 toitwwwwll111iP11*1 to SHEET. A8 EQUIPMENT SCHEDULE .._._.,._._.........L...I. = CERTIFIED INSTALLER C=GENERAL CONTRACTOR R6LL EIPING AND 1.E ti IINGS TO BE EF IFf U Y NT I K E YN 4 TE S S=EQUIPMENT SUPPLIER UIES 1 A -MAR AND IN AILED B A ACTOR PER A E SSPECIFICATIONS M=WAL-MART ACO20 -ESCH 2 G NE AL CONTRACTOR I N i L DEIiiiiWLIVERY H DUL E REF SPECIFICATION 1,51 32" STAINLESS STEEL BOLLARD, 4" ODTEEL , w o 4 US MOUNTING L WASTE OIL PUM B I A C U R 10.05 PAPER TOWEL DISPENSER (SURFACE MOUNTED). i w HOSE U H DDED VE. REF MECHANICAL CONTACT WAL-MART ROOFING 10.06 TOILET PAPER HOLDER. TB o LL BEPROVIDED ITH IF MAINTENANCE, MIKE STROUSE 10.07 SANITARY NAPKIN DISPOSAL. ¢ z Q 7 N OR IS RE P NSI LE - NATE INSTAL EDSPECIFICATIONS PH: (479) 277-2991 10.11 MIRROR. Z o U) FMC AL CATION FOR APPROVED BONDED 10.13 STAINLESS STEEL TOILET COMPARTMENTS. .QTY NO DESCRIPTION MANUFACTURER ODEL NO K in � v tom R ROOFERS. NO EXCEPTIONS. 10,14- GRAB BARS. 710 West Roseiawn Drive 2 4 1 4x2 WHERE ALLOWED BY R ars, Ar an sT 1 S 4x5 WITH 3 4 M SANS 857 C I 2 7 NATE: 1 4 MP OIL HO x 24 f H NPTM SAM 0 860 CI CI WM 2 VERIFY EQUIPMENT REQUIRED WITH a9 k sa 2756 LOCAL JURISDICTION Phone: aT9.636.3545 ASTE OIL SU N HOSE x WITH _314" NPM SA 858 CI Cr- WM EQUIPMENT SCHEDULE, WRAP PIPE WITH Fax: 479.636.12M' TB 61 . QUICK -CONNECT AIR NIP S 931 WM ARCHITECTURAL AND MEP DRAWINGS. , i I ADHERED SINGLE -PLY 2 TB462QUICK-CONNECT AIR LER 144'- N SAMSON 930 C1 CI WM 2 1 _0$1I REF 11- A5.3 FOR TOILET NEW MOP SINK 1 Y BEAK COU A C CI i MEMBRANE FIXTURE HEIGHTS REF MEP Florida License Hurley AR9 919 '' I 465 DRY BREAK I 13 SAMSON 1 14 CI CI WM I I Garry L. McNeill 2 TB487 STREET N x. 4 S �--- CI �- SEALANT TYPICAL Florida License No ARt)l?i8953 3 TB491 NIPPLE 1/4" x 4 SAMSON 0 I CI WM 7 T8494 HEX N P E 4 x T A 4 I CI M 27 3 499 BU HIN 1 x 1 4 PTF AM ON Cif I , DRAW BAND MOLDED PIPE FLASHING 1 TB 25 RE UL WITH 1 4 NPTF A ON 991 CII W 2.7 6 AN 1 NPTF SA N 89 M 2 a I I N 8, � b� o a—w0 AM II CI 2.7 � � � FLANGE SET IN MASTIC w `�'� I-�,1 =OLA 1 B 1 N x NPTF SON CI W ROOF MEMBRANE Ci w ,� 1 CK VALVE SAMSON M 88-34 I CI WM 2.7 IAOAaa zy© 1 I �4 � E 1/2" NP SAMSON 8 I 2.7 I oc B 0 MP S U VALVE 4 SAMSON 83 CI C M PIPE SUPPORT DETAILS 0 � � 6 r, I 76560 P H T - OFF VALVE 3 SA N 2091 C CI WM 10.05 C3' c H w 1 TB WARNING REF ELECTRICAL '-0"o�'�$iadaCf Nar I NG L SAMSON OA -1 I WM 1 T8801 2 GALLON USED E OIR RN WEEDING U U ! Cf 2 C7 EMERGENCY -90—DER i CI 10.13 - <' vsF_13W>,ALN 1 804 30 KRU HUGE MOD KRGAUG CI CI C 2 T 10 0613 r"iir' ca w 1 TB810 WIN L SHER 55 C NTAI N 09285 CI 2 TB813 FILL CAP RN W LD NG 2FL CI Cl 1NM 2 7 10.11 `" m �F�� �} �i�Ii lig li22 4 16 M VENT ERN LING M CI G 7 PENETRATION 1 TB4 5 CAMLOCK ASSEMBLY MODERN WELDING L M C CI CI 2 1 B4 6 DROP TUBE M DERN W ELDING -- CI CI M 7 71>'=1'-0" AC010-007 TOILET 930CONTAINMENTALL N SAFETY 8512 CI I W 2.7 T 31 C RAVITY UNI -4 CI 641 10.14 10.07 "VISION 10.06 I z ❑ R Q . R. z 3„ L .J GI ❑ MIN EXISTING WASTE RELOCATE EXISTING 0 EXISTING WASTE OIL ,1 I „ , OIL TANK BULK OIL TANKS * TANK TO REMAIN 10.14 -0 1 -8 10 1 0 O F — F-, 0 I Ilii I TOILET PLAN li � RELOCATED - �-� EXISTING BULK Ifff II 6 3/8" = 1'-o" AC010-0.06 a OIL TANKS 3" 0 Z If � VIII � 4 MIN VENT PIPE THRU ROOF II I111 . fl I 32„ 8" STRUCTURAL - o REF 7-AC1 AND MEP —a � � COLUMN (TYP OF 3) EXISTING • e e e RELOCATE EXISTING GEAR D o • i` a UNDERGROUND OIL AND CHASSIS GREASE If IF MOUNTING ON CMU L- DRINKING FOUNTAIN N PIPE CHASE CUT II �( CONTRACTOR TO MOUNT I MOUNTING BRACKET W FLUSH AND FILL IN I II �.�jf DRINKING FOUNTAIN MOUNTING f 1 FURNISHED BY [j Z ❑ I BRACKET PER MANUFACTURER MANUFACTURER w MECHANICAL ` �' II • SPECIFICATIONS C :E40 602 I *Z �� 3 1 /2"x2 1 /2"x1 /4" RELOCATED L �-- ...I L i EXISTING GEAR OIL = =� STEEL ANGLE �� c{ AND CHASSIS GREASE EXISTING UNDERGROUND I ,,��� I RELOCATE EXISTING � W cy PIPE CHASE �(r WINDSHIELD WASHER tl, - � ( FLUID TANK I I RELOCATED EXISTING 0 t WINDSHIELD WASHER B, N FLUID TANK EACH SIDE OF COLUMN 3/16 0 8" STRUCTURAL EXISTING AIR COLUMN EXISTING AIR EXISTING COMPRESSOR TO COMPRESSOR ELECTRICAL REMAIN 3 1/2x2 1 /2x1 /4" ISSUE BLOCK I PANELS STEEL ANGLE 1 03-06-09 ADDENDUM #3 I EXISTING 0ELECTRICAL 7DRINKING FOUNTAIN 3 04-15-09 CCD #2 PANELS PLAN MOUNTING BRACKET ELEVATION 06-05-09 CCD #6 EXHAUSTif DUCT TLE MECHANICAL ROOM PLAN. TLE MECHANICAL ROOM DEMOLITIONPLAN5 1 4" �1'_ "�.. „ _ ,_ ,. DRINKING,FOUNTAIN MOUNTING % 0 AC010-005 1/4 - 1 O AC010-004 3 1 1/2 = 1'--O" AC010--003 1 7 AC2 i CUSTOMER USED OIL TANK REMOVE CMU WALLS, CHECKED BY: RF/SW ENVIRONMENTAL r" GATES, AND CANOPY ANJ CAGE i RELOCATE EXISTING CUSTOMER I I DRAWN BY: 1 USED OIL FILTER BIN TIRE & BATTERY i I i - PROTO: 192 STORAGE ` ! I" 4 11 II PROTO CYCLE: 03-.27-09 r'5.- I f ( I AC1 6 J. 1 7 1 ----------------- AC1 I L_ J t I j [DOCUMENT DATE: 02--06-09 --------------� _.. -- ; I ; I ,I SAW CUT AND REMOVE PORTION �F T T II OF FLOOR SLAB FOR NEW 1 1 t l I TRENCH. CENTER NEW TRENCH ON SAW CUT SLAB AS CLOSE t t L -- -- 1 d 1 t EXISTING TRENCH WALL AS POSSIBLE TO CONCRETE I 0"T --------------------- � PENETRATION. REF 9-AC2 1 � a CURB -5" MAX � 00 � LEAVE OUT PORTION OF t o t 1 GRATE FOR .LINES BELOW � L. � • o,� i TO PASS THRU # REMOVE EXISTING 4"x4"x3/16" TUBE ; � t SUPPORT POST t .. E LADDERS i L (IAC i REF 9-AC2 t Li 13 E3 Li 13 ( 011 i IN i h= 1 F j I p ij 1 1 # 40 EXISTING t I oFILTER i i i STORAGE o LOPE I REMOVE/REPLACE EXISTING ❑❑CRUSHER �.I 605 ❑ ❑ ; f DOOR � Ai - __- ----- 0 cn t t Q t " t t I --� EXISTING ----_-- �,,. ❑ i ---------------- ® OIL FILTER �.., t t ¢ CRUSHER '„ I'tiI01553 C9 t o WAITING , TO REMAIN ®* •. AREA f I '` •• "'°° t 1 606 I f i t 1 CUSTOMER 11 0 604 --- _---- --- -1 E 11 9-A5.1 A 1.51 II II 0 � LURE &TIRE NOTA: MOUNTING AREA _o. NO CONSTRUCTION WORK SHALL ® 60O I L INTERFERE WITH THE NORMAL ® I ra I N F REPLACE EXISTING MOIL !SINK OPERATION OF THE TLE. DAO REF PLUMBING ' o REPLACE EYE WASH i� i AU T V C G N TE R °0 q NEW EYE WASH r REF PLUMBING �� PLANS REF PLUMBING A t I •► ® AND DETAILS TLE COUNTER: REPLACE OR MODIFY COUNTER TO NEW EWC tir---~I i 2-A9 a� ENSURE MINIMUM 3 -O SECTION AT 34 AFF REF MEP SUPPLYmililobal EXISTS. FINISHES TO MATCH EXISTING TYPE AND l,. _ 1 i 608 i #-A5.1 I I ocy COLOR. VERIFY COLORS WITH WAL-MART I i ; 10.57 Ari 13 o .1 CONSTRUCTION MANAGER, Lillilill N 0 ,.. _ -.. =91 13 _ _ r REMOVE REPLACE EXISTING / ._ _ - i II _ __ -- SECURITY © OFFICE °y. II To1LET 603 sol DOORS 1 TLE DEMOLITION PLAN ENLARGED TLE PLAN AC1 A3 SfM 1 1 /g„ = 1,_0,$ AC010-001 ci Q 6 AC1 2SHEET: Z> �. � /$,► = 1'-•-0" Aco1 o—oat I FE AC1 I I I„ ill I SURFACE MOUNTED REGLET 20 GAUGE GALVANIZED FLASHING TEK SCREW #14x1 1/2" WITH 1" NEOPRENE WASHER AT 12" OC USE LAP FASTENERS AT FIBERGLASS PANELS — SEALANT PREFINISHED METAL OR FIBERGLASS ROOF PANELS ROOF PURLIN TRUSS TOP CHORD MAIN BUILDING14 . ( 0"`�) FLASH I REF PLAN 0.F TION. ACO20-01'4 4x8x3/8 RF/SW STEEL PLATE .`.. 10-AC2 L2x2x3/16 WELD 480/8 PLATE EDGE ANGLE TO SUPPORT POST CONT ALONG 3/16 EDGE, PAINT P5 UNISTRUT AT 10' OC' SUPPORT POST BASE MAX WELDED TO EDGE REF MEP FOR SIZES ANGLE (3 SIDES) GRATE 3/16 PLAN A UNISTRUT AT 10' OC #4 DOWEL AT 18" MAX WELD UNISTRUT TO REF MEP FOR SIZES A SUPPORT POST •,'r�rr- 3/16 WELD 4X8x3/8 PLATE W TO SUPPORT POST 4x4x3 �-- 16 STEEL / (BOTH SIDES) TUBE SUPPO �4:.. POST PAINT P5 3/1$ L2x2x3/16 EDGE ANGLE CONT NG INSTALL PLASTIC EDGE, P5 ENDCAPS ON .PAINT UNISTRUT WITHIN HILTI HY-150 ADHESIVE 9' OF FIN FLR ''dam :F + :,,'� ~ SUPPORT POST BASE WELDED TO EDGE ;:.:a;,:>::: ;; ';;` ANGLE (3 SIDES) MAINTAIN 4" SLAB THICKNESS 3/16 ROUTED PIPING 9 NTS ACO20-009 F- rn w N (A OU i <C N op `- v/ VW N0 0 �E caa Q> �— N in 0) a j -a c) U1 0 o �i . METAL .DECK m GALVANIZED METAL FLASHING WITH SEALANT. < n FASTEN TO DECK WITH TEK LO N SCREWS AT 6" OC rn 0 0 4 SLOPING TS7x5x1 /4 BEAM X CANOPY DETAIL 6 0 5 1 1/2" = 1'-o" ACO20-005 Z Q_4D LADDER 13 it -OM SELF DRILLING SCREWS WITH NEOPRENE WASHER - CONT SHEET METAL CLEAT SECURED BETWEEN METAL DECK & HSS 1/8" X 1" GUTTER STRAP BENT PLATE GUTTER BRACKET SECURE TO HSS EXISTING STEEL ANGLE SECURE LADDER TO CONCRETE WITH 1/2" DIA X 3 1/2" EMBEDDED HILTI KWIK BOLTS ATTACH LADDER SAFETY POST UNIT TO LADDER RUNGS WITH CLAMPS PER MANUFACTURER GALVANIZED STEEL SIDE RAIL NON -SLIP STEEL LADDER. RUNG (TYPICAL) LADDER SAFETY POST REF SPECS SECURE TOP OF LADDER TO CONCRETE WITH 1/2" DIA X 3 1/2" EMBEDDED HILTI 7" KWIK BOLTS ATTACH LADDER SAFETY POST UNIT TO LADDER RUNGS WITH tt:REF CLAMPS PER MANUFACTURER LADDER SAFETY POST AC2 SPECS NON -SLIP STEEL LADDER RUNG. TOP OF FIRST RUNG SHALL BE 12" ABOVE BOTTOM OF TRENCH P T LADDER P5 7" GALVANIZED STEEL SIDE RAIL (TYPICAL) LADDER DETAIL 12 low = lo -o„ UNISTRUT WITH PIPE WELD UNISTRUT TO SUPPORT POST STRAP AT 10' OC MAX4_—_t3/_16_T77 STEEL SUPPORT POST REF 9-AC2 REF MEP FOR LINE, PIPE, AND CONDUIT INFO-----� NOTCH IN GRATE TO NEW EYEWASH BELOW REF MEP —•.� AM- ______ __.__,- SET SUPPORT POST BASE AT END OF NEW TRENCH SCOPE 3x3x1/2" STEEL ANGLE. ATTACH TO EXISTING SLAB BOTH SIDES OF TRENCH WITH 1/2" DIA. x 3" EMBED., HILTI HUS -H SCREW ANCHOR AT 6" OC ALLOW MECH LINES L2x2x3/16 WITH 1/4" 3x3x1/2" STEEL ANGLE TO PASS THROUGH DIAx3" HEADED STUDS WELD TO STEEL TUBE SHOP WELDED AT 24" OG -* Vr+ EXISTING SLAB .- EXISTING STEEL TUBE AND 7» ANGLES " EXISTING CONCRETE 4 4, ..'� SLOPE CONC TRENCH SLAB BEYOND (2) #4 DOWELS SPACED 1/4„ PER FT EVENLY; EMBED 4 i. 5 EXISTING TRENCH WALL BEYOND INTO EXISTING SLAB l . WITH HILTI HY-150 #4 DOWEL AT 12" OC (SPACE 6x6—W1.4x1.4 WWF ---------- EVENLY AT END OF TRENCH) - COMPACT' FILL EMBED 4" INTO EXISTING TRENCH WALL WITH HILTI HY-150 PIPE CLAMPS REF MECHANICAL TYP EXISTING TRENCH WALL TRENCH DETAIL 8 3/4" = 1'-Q" A720-008 ry LO4 l GUTTER A PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK METAL DECK REF STRUC ACO20-004 TIRE 1/8" = 1'-Q ROOF PLA ACO20-003 ENLARC 1/4" = 1'--0" TLE PLAN ACO20-011 REF MEP FOR LINES. RUN LINES THRU TRENCH AND UP THRU GRATE ABOVE. , REF 9-AC2 FOR CONTINUATION SET BOTTOM OF TRENCH AT 16" BELOW TOP OF SLAB. SLOPE TRENCH UP TOWARD SUPPORT POST AT 1/4" PER FOOT ie 3°' 3" L2x2x3/16 WITH 1/4" DIAx3" HEADED STUDS SHOP WELDED AT 24" OC WELDED STEEL BAR GRATING BAR SIZE: 1-1/4"x3/16" BEARING BAR SPACING: 1-3/16" OC CROSS BAR SPACING: 4" OC FINISH: GALVANIZED ENDS: STANDARD TRIM BAND f RF/SW r. .`.. 10-AC2 �. 'CONCRETE of NEW STEEL LADDERS DOCUMENT DATE: TRENCH 7" WITH SAFETY POSTS EXISTING SLAB ON GRADE 4" . imam 4 REF 12-AC2 Z�z �� 6x6-W1.4x1.4 WWF #4 DOWEL AT 18" :' :•;+ ;g;i. w_ i i OC; EMBED 4" INTO ,I W I EXISTING SLAB WITH t•.a - �4:.. 3x3x1/2" STEEL ANGLE. ATTACH TO EXISTING SLAB BOTH SIDES OF TRENCH WITH 1/2" DIA. x 3" EMBED., HILTI HUS -H SCREW ANCHOR AT 6" OC ALLOW MECH LINES L2x2x3/16 WITH 1/4" 3x3x1/2" STEEL ANGLE TO PASS THROUGH DIAx3" HEADED STUDS WELD TO STEEL TUBE SHOP WELDED AT 24" OG -* Vr+ EXISTING SLAB .- EXISTING STEEL TUBE AND 7» ANGLES " EXISTING CONCRETE 4 4, ..'� SLOPE CONC TRENCH SLAB BEYOND (2) #4 DOWELS SPACED 1/4„ PER FT EVENLY; EMBED 4 i. 5 EXISTING TRENCH WALL BEYOND INTO EXISTING SLAB l . WITH HILTI HY-150 #4 DOWEL AT 12" OC (SPACE 6x6—W1.4x1.4 WWF ---------- EVENLY AT END OF TRENCH) - COMPACT' FILL EMBED 4" INTO EXISTING TRENCH WALL WITH HILTI HY-150 PIPE CLAMPS REF MECHANICAL TYP EXISTING TRENCH WALL TRENCH DETAIL 8 3/4" = 1'-Q" A720-008 ry LO4 l GUTTER A PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK METAL DECK REF STRUC ACO20-004 TIRE 1/8" = 1'-Q ROOF PLA ACO20-003 ENLARC 1/4" = 1'--0" TLE PLAN ACO20-011 REF MEP FOR LINES. RUN LINES THRU TRENCH AND UP THRU GRATE ABOVE. , REF 9-AC2 FOR CONTINUATION SET BOTTOM OF TRENCH AT 16" BELOW TOP OF SLAB. SLOPE TRENCH UP TOWARD SUPPORT POST AT 1/4" PER FOOT ie 3°' 3" L2x2x3/16 WITH 1/4" DIAx3" HEADED STUDS SHOP WELDED AT 24" OC WELDED STEEL BAR GRATING BAR SIZE: 1-1/4"x3/16" BEARING BAR SPACING: 1-3/16" OC CROSS BAR SPACING: 4" OC FINISH: GALVANIZED ENDS: STANDARD TRIM BAND f RF/SW 2'--0„ a w �. 'CONCRETE of DOCUMENT DATE: TRENCH 7" EXISTING SLAB ON GRADE 4" . imam 4 Z�z �� 6x6-W1.4x1.4 WWF #4 DOWEL AT 18" :' :•;+ ;g;i. w_ OC; EMBED 4" INTO ,I W (2)x#4 CONT EA SIDE; EXISTING SLAB WITH t•.a - �4:.. PROVIDE 1'-4" DOWELS HILTI HY--150 EMBEDDED 4" EA END USING REF MEP FOR :' -: �'.�.:, ' HILTI HY-150 ADHESIVE LINE, PIPE, AND CONDUIT INFO ;:.:a;,:>::: ;; ';;` MAINTAIN 4" SLAB THICKNESS COMPACT FILL 1`-0 THROUGHOUT SLOPING OF SLAB TRENCH DETAIL 10 3/4" = 1'-0" ACO20-010 NEW FENCE POST EXISTING MASONRY WALL REF BLDG ELEVATION FOR BLOCK TYPE AND COLOR EXISTING CONT SEALANT SLAB MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" E i ONTO CANOPY, 6" UP WALL SLOPE z_ o a i i w wz � M 4 i i4 p t t f d M o l PREMOLDED CLOSURE STRIP '01 1 12" DIA CONCRETE FILLED POST AT BOTTOM SIDE OF DECK HOLE AT EACH FENCE POST STEEL ANGLE i° I: REF STRUCTURAL l l ANCHOR 4. REF STRUCTURAL FENCE EOST DETAIL CANOPY SECTION 7 3/4" = 1'—a>' AGQ2Q-QQ7 61 1 /2» = 1'-0" ACQ102N 4 AC2 TOS ' 12"-0" AFG l 7 CMU CHAIN LINK FENCE WITH SCREENING SLATS TO MATCH BUILDING COLOR HORIZONTAL RAIL TYP (3) LOCATIONS f 4 1/2"xlB GAUGE METAL lel ROOF DECK INVERTED lel lel = ill�/—EXISTING CMU +:+:+:+:+ �:+:+:+:+:+:+:+:+:+:+:+:+:❖:*:+ lel ►++�++i*i*i oiti+i+�+i+i+++i'�i�i�i+i"i+i+++.+i W. W -`` Zi FOOTING, TYP L -J t L=J REF STRUCTURE TIRE SECTION 2 1/4" = 1'-0" ACO20-002A 7 AC2 4" CANOPY ABOVE REF STRUCTURE - NEW CMU TO, MATCH ADJACENT Q RELOCATED CUSTOMER SII II -" ' USED OIL TANK Il MIN III II o T T� II I _ L 1 LO _j ENVIRONMENTALTIRE/BATTERY CAGE LRELOCATED CUSTOMER STORAGE 614 USED OIL FILTER BIN 610 TIRE-- STORAGE 1/400 = 1'-0" ACO20- 001 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Barry L. McNeill Florida License No AR0016853 %09 RF/SW DRAWN BY: a w �. 192 A 0 03--27-09 DOCUMENT DATE: 02--06-09 CEf� W W �r' o - ccCQi � w�a W 0 ISSUE BLOCK .LLQ 104-15-09 CCD #2 /7\ 06-05-09 CCD #6 CHECKED BY: RF/SW DRAWN BY: AHM PROTO: 192 PROTO CYCLE: 03--27-09 DOCUMENT DATE: 02--06-09 SHEET. 4C2 as E w 0 �Q �1 Q .v O U a� 0 0 ¢� U) 00 E -v E o m� ¢ r- 0 a000 � o (\Q x x x co uj a zC14 EMERGENCY RELEASE BOX REF 4-PH1 FOR HEIGHT ABOVE FINISH FLOOR---\ ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS REF SPECIFICATION BASEPLATE BY OVERHEAD ROLLING CLOSURE INSTALLER REF STRUCTURAL 1/2- GYPSUM BOARD ON 1/2?' PLYWOOD SUBSTRATE COLUMN BY OVERHEAD ROLLING CLOSURE INSTALLER REF STRUCTURAL 21 -Oto 1011101 PL4 PL4 TO 4 -0" I TO AFF AFF P34 I P34 ­Lj TYP E- I a � a P34 PL4 TO 4'-0" A AFF ROLLING DC 12 1 1/21 0' r FINISHED COUNTERTOP EDGE TO BE FLUSH WITH END OF CABINET BOLT HINGE TO CABINET WITH HARDWARE PROVIDED BY DOOR MANUFACTURER 2x WOOD BLOCKING AT HINGES BLOCKING TO BE CONTINUOUS FROM BOTTOM TO TOP LOCKING NUT CAFE DOOR H 10 1 1/2" = 1'_0" COILING SHUTTER IIID AND TRACK II mwmm� 1/2" GYPSUM BOARD ON 1/2" PLYWOOD METAL STUD: REF STRUCTURAL BOXED JAMB 113,-6" PL4 P34 TO 4"-0" 1/2" GYPSUM BOARD ON 1/2" GUARDS REF SPECS 192 Q N I REF STRUCTURAL WALL ABOVE PHARMACY THAT WILL BE N PLYWOOD loll COLORS AND LOCATION WITH WAL-MART SIZES TYP AFF SUBSTRATE r -- TO STU D 1/2" GYPSUM BOARD COLUMN BY OVERHEAD 4 „ .-- AND CONDUIT THAT WILL BE EXPOSED PER RE ON 1/2" PLYWOOD ROLLING CLOSURE w` to i B9 SUBSTRATE INSTALLER REFRIGERATOR SHUTTER HANDLE TO BE (4) COUNTER TOP TYP ONSIDE FARTHEST FROM .4� REF STRUCTURAL SUPPORTS EQUALLY ALUMINUM CORNER OVERHEAD ROLLING REF STRUCTURAL AND 1-A6 k GUARDS REF SPECS k y 1 a SWITCH k --------------.-.---- REF ELECTRICAL l T i INSIDE PERIMETER OF +rIN ...,_ .._......,,.. --.......- - ..... -- - - - - - -THE PHARMACY ON THE "7 a f 1 ALUMINUM CORNER V7 -.. — — — -.. -- — �^ Ir GUARDS AT ALL i k J- I_ j Z OUTSIDE CORNERS - k EXTEND HEADER REF SPECIFICATIONS pL4 p34 PL4 p34 OXED JAMB TO CORNER TO 4'-0" REF STRUCTURAL DO NOT �( 1 /2" GYPSUM - - - - - - 2'-p" - -g" - - - - - - BASE PLATE BY OVERHEAD ROLLING AFF AFF 104 i 1'-1 METAL STUD PANEL BASE BEHIND k CLOSURE INSTALLERREF - - - - - - -- - - -- -. -- ....... ...... ._. STRUCTURAL FIXTURES +- CHASE PHO10-012 METAL STUDS REF STRUCTURAL oo i A 1 i� t CONTINUOUS SEALANT FILLET AT WALL. "x1 1/4" )D SCREW WOOD ,CKING OVERHEAD ROLLING EMERGENCY RELEASE BOX CLOSURE COORDINATE PLACEMENT WITH CLOSURE INSTALLER NOTE: SHUTTERS ARE MOUNTED 2" ABOVE OPENING TYP. WATER FILTRATION DISPENSER ON FACE OF WALL ALUMINUM CORNER_ 113,-6" +\ COILING SHUTTER GUARDS REF SPECS 192 Q N I DOCUMENT DATE: WALL ABOVE PHARMACY THAT WILL BE N UD SCHEDULES T-) ES FOR COLORS AND LOCATION WITH WAL-MART SIZES TYP to k (p r -- TO STU D i I I to 0 I I k .-- AND CONDUIT THAT WILL BE EXPOSED PER RE I i '� f I r7 i B9 r 61 -REFRIGERATOR P36 \41 r B9 REFRIGERATOR SHUTTER HANDLE TO BE (4) COUNTER TOP TYP ONSIDE FARTHEST FROM .4� WALL SUPPORTS EQUALLY ALUMINUM CORNER OVERHEAD ROLLING REF STRUCTURAL AND 1-A6 SPACED GUARDS REF SPECS CLOSURE CONTROL SWITCH k --------------.-.---- REF ELECTRICAL REF STRUCTURAL , , P ra I— I 2-o 1/2" GYPSUM I-- 1lVALL MOUNTED 4 ARMACY LN TERI OR LLL VATI ON B BOARD ON 1/2- MIRROR SECTION 1/4" - 1'-°" PH010-004A B PLYWOOD NTS PH010-011 ATTACH TUBE STEEL TO METAL KICKER CEILING JOISTS + REF STRUCTURAL REF STRUCTURAL PLACE CEILING SUPPORTS AS CLOSE i CURTAIN AS POSSIBLE TO ROLLING CLOSURE METAL STUDS WITHOUT OBSTRUCTING OPERATION REF STRUCTURAL PLYWOOD I THUMB TURN I REF STRUCTURAL LOCKING MECHANISM +\ + + L TRIM I --�---CEILING JOISTS I ��� REF STRUCTURAL +/ I + + I+ +EIL LINTEL REF STRUCTURAL -------------------------- BOTTOM BAR HSS BEYOND i I 1/2" GYPSUM BOARD I i I; MOTOR ASSEMBLY v ON 1/2' PLYW D SIDE MOUNTED SUBSTRATE I P34 i I II f -- --- --- -- 1x BLOCKING 6" 18 GAUGE BLOCKING _I - METAL STUDS AT --------- CONTINUOUS 2x4 24" OC LAMINATE ON 1/2" GYPSUM 1/2- GYPSUM BOARD P34 1" PLYWOOD 3 I 3" BOARD ON 1/2- 2 P34 �--- PLYWOOD / 2" J MOLD 7�1> DETAIL AT 7r (� SHUTTER SILL_ Q �!NG llllllSLOT OPEN1 1/2 = 1 -0" P010-009 8 3" - 1'-- r u METAL KICKER REF STRUCTURAL - PLYWOOD DECKING REF STRUCTURAL 4 � 'ter PARTITION BRACING REF SPECIFICATIONS BLOCKING SUSPENDED ACOUSTICAL TILE CEILING 9'-O" AFF REF ELECTRICAL FOR REFLECTED CEILING PLAN- ARE LAN-- ARE MOUNTED 2" ABOVE OPENING TYP COILING SHUTTER -----' GUIDE FOR SHUTTER WITH LOCKING DEVICE GYPSUM BOARD CASING — 00 COUNTERTOP SST1 3/4" MDF HOLD MDF AND PIPE SUPPORT 1" FROM EDGE PAINT MDF p40 v f T� DRILL 2 1/2" HOLES IN COUNTER TOP AND MDF FOR CABLING WHERE INDICATED ON PLAN k BASE CABINETS FURNISHED BY WAL-MART I AND INSTALLED BY GENERAL CONTRACTOR- --- --•. 1 1/4" OD PIPE SUPPORT CONTRACTOR FURNISHED AND INSTALLED ON�TF METAL STUDS REF STRUCTURAL 1 /2" GYPSUM BOARD ON 1/2" PLYWOOD 8 PH1 1 /2" GYPSUM BOARD 3 5/8" METAL BRACE 24" OC ---. ATTACHMENT REF STRUCTURAL----':-- 3 TRUCTURAL '""3 5/8" METAL STUD BRACE ---- --- GYPSU P40 BOARD P34 VARIES REF ELEVATIONS N G COILIN 10-008 7 1 1/2" -1'-O" 113,-6" +\ i` c= C= 192 Q CLEAN, PREP, AND PAINT SALES FLOOR DOCUMENT DATE: WALL ABOVE PHARMACY THAT WILL BE N EXPOSED PER SPECIFICATIONS COORDINATE COLORS AND LOCATION WITH WAL-MART CONSTRUCTION MANAGER 111,-6" Ah TO STU D 1 E_11.D7 AND CONDUIT THAT WILL BE EXPOSED PER RE i +,Z WAL-MART CONSTRUCTION MANAGER 1'-0"--- METAL STUD + REF STRUCTURAL + SHUTTER HANDLE TO BE ONSIDE FARTHEST FROM .4� WALL LINTEL REF STRUCTURAL AND 1-A6 r PAINT SIGN IN 10TALL LETTERS STATING "NO k --------------.-.---- 1 l 8'-0" OC AROUND THE i INSIDE PERIMETER OF ...,_ .._......,,.. --.......- - ..... -- - - - - - -THE PHARMACY ON THE "7 PLYWOOD DECKING f 1 V7 -.. — — — -.. -- — �^ Ir — ..- —-..,.........- ..- ,.... ,.. — k J- I_ j Z ra I— I 2-o 1/2" GYPSUM I-- 1lVALL MOUNTED 4 ARMACY LN TERI OR LLL VATI ON B BOARD ON 1/2- MIRROR SECTION 1/4" - 1'-°" PH010-004A B PLYWOOD NTS PH010-011 ATTACH TUBE STEEL TO METAL KICKER CEILING JOISTS + REF STRUCTURAL REF STRUCTURAL PLACE CEILING SUPPORTS AS CLOSE i CURTAIN AS POSSIBLE TO ROLLING CLOSURE METAL STUDS WITHOUT OBSTRUCTING OPERATION REF STRUCTURAL PLYWOOD I THUMB TURN I REF STRUCTURAL LOCKING MECHANISM +\ + + L TRIM I --�---CEILING JOISTS I ��� REF STRUCTURAL +/ I + + I+ +EIL LINTEL REF STRUCTURAL -------------------------- BOTTOM BAR HSS BEYOND i I 1/2" GYPSUM BOARD I i I; MOTOR ASSEMBLY v ON 1/2' PLYW D SIDE MOUNTED SUBSTRATE I P34 i I II f -- --- --- -- 1x BLOCKING 6" 18 GAUGE BLOCKING _I - METAL STUDS AT --------- CONTINUOUS 2x4 24" OC LAMINATE ON 1/2" GYPSUM 1/2- GYPSUM BOARD P34 1" PLYWOOD 3 I 3" BOARD ON 1/2- 2 P34 �--- PLYWOOD / 2" J MOLD 7�1> DETAIL AT 7r (� SHUTTER SILL_ Q �!NG llllllSLOT OPEN1 1/2 = 1 -0" P010-009 8 3" - 1'-- r u METAL KICKER REF STRUCTURAL - PLYWOOD DECKING REF STRUCTURAL 4 � 'ter PARTITION BRACING REF SPECIFICATIONS BLOCKING SUSPENDED ACOUSTICAL TILE CEILING 9'-O" AFF REF ELECTRICAL FOR REFLECTED CEILING PLAN- ARE LAN-- ARE MOUNTED 2" ABOVE OPENING TYP COILING SHUTTER -----' GUIDE FOR SHUTTER WITH LOCKING DEVICE GYPSUM BOARD CASING — 00 COUNTERTOP SST1 3/4" MDF HOLD MDF AND PIPE SUPPORT 1" FROM EDGE PAINT MDF p40 v f T� DRILL 2 1/2" HOLES IN COUNTER TOP AND MDF FOR CABLING WHERE INDICATED ON PLAN k BASE CABINETS FURNISHED BY WAL-MART I AND INSTALLED BY GENERAL CONTRACTOR- --- --•. 1 1/4" OD PIPE SUPPORT CONTRACTOR FURNISHED AND INSTALLED ON�TF METAL STUDS REF STRUCTURAL 1 /2" GYPSUM BOARD ON 1/2" PLYWOOD 8 PH1 1 /2" GYPSUM BOARD 3 5/8" METAL BRACE 24" OC ---. ATTACHMENT REF STRUCTURAL----':-- 3 TRUCTURAL '""3 5/8" METAL STUD BRACE ---- --- GYPSU P40 BOARD P34 VARIES REF ELEVATIONS N G COILIN 10-008 7 1 1/2" -1'-O" a /PH010-006 42PI 42PIRR k N I M k I 1/2" GYPSUM BOARD ON 1/2" PLYWOOD o z, 2 1 /2"x1 3/4" METAL <Q TRACK BEYOND ----- 3/8" DIAMETER EXPANSION ANCHORS AT 36" OC AT METAL STUD RUNNER 100'-o"Ah r� 0 ' --- COIL `+ OVERHEAD ROLLING CLOSURE c t 1 � t E + + , + DOOR GUIDE METAL STUDS .+- + - + ' REF STRUCTURAL +- + +_ + ---A-1/2" GYaSUM BOARD P4O + + + + 1 �TI ON PHO10-007 113,-6" +\ TO STUD c= C= 192 Q CLEAN, PREP, AND PAINT SALES FLOOR DOCUMENT DATE: WALL ABOVE PHARMACY THAT WILL BE N EXPOSED PER SPECIFICATIONS COORDINATE COLORS AND LOCATION WITH WAL-MART CONSTRUCTION MANAGER 111,-6" Ah TO STU D CLEAN AND PAINT ALL DUCTWORK, SPRINKLER PIPES, STRUCTURE, ROOF DECK Pl AND CONDUIT THAT WILL BE EXPOSED PER RE W SPECIFICATIONS COORDINATE WITH +,Z WAL-MART CONSTRUCTION MANAGER 1'-0"--- METAL STUD + REF STRUCTURAL + SHUTTER HANDLE TO BE ONSIDE FARTHEST FROM .4� WALL LINTEL REF STRUCTURAL AND 1-A6 a /PH010-006 42PI 42PIRR k N I M k I 1/2" GYPSUM BOARD ON 1/2" PLYWOOD o z, 2 1 /2"x1 3/4" METAL <Q TRACK BEYOND ----- 3/8" DIAMETER EXPANSION ANCHORS AT 36" OC AT METAL STUD RUNNER 100'-o"Ah r� 0 ' --- COIL `+ OVERHEAD ROLLING CLOSURE c t 1 � t E + + , + DOOR GUIDE METAL STUDS .+- + - + ' REF STRUCTURAL +- + +_ + ---A-1/2" GYaSUM BOARD P4O + + + + 1 �TI ON PHO10-007 -3" TYP TO 4'-0" AFF BOTH OF TRACK TYP LIGHT FIXTURES SHALL NOT BE PLACED UNDER GRILL LIGHTS MUST BE PLACED BEHIND SUPPORTS CEILING AS SCHEDULED INSTALL WIRE BARRIER OVER CHASE AFTER ALL TRADES HAVE COMPLETED INSTALLATION __FCHASE REF STRUCTURAL NOTE: ACCESS PANEL ON EXTERIOR OF P33 SIDE WALL LOCATE PHARMACY TO BE ALLOW FOR 3" DEFLECTION 30" ABOVE DECKING SEMI --GLOSS PAINT WHERE CHASE ATTACHES TO REF SPECIFICATIONS THE PHARMACY CEILING JOISTto REI= STRUCTURAL 3,-0" 9' 10 W-10 „ P34 3'-O" •, ..: '. • . • ...• . •,' , : � I 1013'.-" . .... ... _ '• `. REF 9-PH2 1 /--OPEN TO k ✓ BEYOND FOR ARCH DIMENSIONS + _++ + + + :++ P40 + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + ++++++++4<'-, + + + - "7 + + + + + + + + + + + + + + f + + + +. + + + + � ` +++++ +++ �I+ ++ +++++++ 6.11 6.11 B6 WG 66 PL4 PL4 ALUMINUM AT ALL OUTSIDE DOOR COLOR GRAY VINYL WALL GUARD CORNERS GUARDS REF TO BE GRAY REF SPECIFICATIONS SPECIFICATIONS PHARMACY EXTERIOR ELEV ATI�N PH010-003 RF/SW/JT DRAWN BY PL4 TO 4'-0" c= C= 192 Q AFF P34 ABOVE— DOCUMENT DATE: PRIVACY WALLPL4 N TO 4'-0" REF 6-PH2 SIM AT DOOR REF 8-A3 SIM WING WALL REF STRUCTURAL FILLING PODS I `i � W AND PILL BAYS +,Z + 0 + + _--------------- ff + OF 5 ----..` Uj Cp ----------------C-r -3" TYP TO 4'-0" AFF BOTH OF TRACK TYP LIGHT FIXTURES SHALL NOT BE PLACED UNDER GRILL LIGHTS MUST BE PLACED BEHIND SUPPORTS CEILING AS SCHEDULED INSTALL WIRE BARRIER OVER CHASE AFTER ALL TRADES HAVE COMPLETED INSTALLATION __FCHASE REF STRUCTURAL NOTE: ACCESS PANEL ON EXTERIOR OF P33 SIDE WALL LOCATE PHARMACY TO BE ALLOW FOR 3" DEFLECTION 30" ABOVE DECKING SEMI --GLOSS PAINT WHERE CHASE ATTACHES TO REF SPECIFICATIONS THE PHARMACY CEILING JOISTto REI= STRUCTURAL 3,-0" 9' 10 W-10 „ P34 3'-O" •, ..: '. • . • ...• . •,' , : � I 1013'.-" . .... ... _ '• `. REF 9-PH2 1 /--OPEN TO k ✓ BEYOND FOR ARCH DIMENSIONS + _++ + + + :++ P40 + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + ++++++++4<'-, + + + - "7 + + + + + + + + + + + + + + f + + + +. + + + + � ` +++++ +++ �I+ ++ +++++++ 6.11 6.11 B6 WG 66 PL4 PL4 ALUMINUM AT ALL OUTSIDE DOOR COLOR GRAY VINYL WALL GUARD CORNERS GUARDS REF TO BE GRAY REF SPECIFICATIONS SPECIFICATIONS PHARMACY EXTERIOR ELEV ATI�N PH010-003 RF/SW/JT DRAWN BY PL4 TO 4'-0" c= C= 192 Q AFF P34 ABOVE— DOCUMENT DATE: PRIVACY WALLPL4 N TO 4'-0" REF 6-PH2 SIM AT DOOR REF 8-A3 SIM WING WALL REF STRUCTURAL FILLING PODS I `i � W AND PILL BAYS +,Z 0 BY OTHERS TYP _--------------- ff 1.51 OF 5 ----..` Uj Cp ----------------C-r - - - - - -�" Iz PAINT SIGN IN 10TALL LETTERS STATING "NO k --------------.-.---- STEP/NO STORAGE" AT C� 8'-0" OC AROUND THE I• INSIDE PERIMETER OF ...,_ .._......,,.. --.......- - ..... -- - - - - - -THE PHARMACY ON THE "7 PLYWOOD DECKING V7 -.. — — — -.. -- — �^ Ir — ..- —-..,.........- ..- ,.... ,.. — k Z I - k 5-PH1 .._..-....-------_.-------- `r DO NOT �( 1 /2" GYPSUM - - - - - - 2'-p" - -g" - - - - - - ACCESS INSTALL PLASTIC "T BOARD ON PANEL BASE BEHIND k EXTERIOR OF - - - - - - -- - - -- -. -- ....... ...... ._. FIXTURES +- CHASE ALL FIRE PROTECTION, d MECHANICAL, PLUMBING, -' -- ELECTRICAL AND DATA TO BE ROUTED THROUGH CHASE — .. _., _ . _ — ._ _ — _ CHASE R u� I _ ,0 REF STRUCTURAL �- k "n i 6"x6" 10 GAUGE GALVANIZED WIRE MESH - - - - - - - - - - - ------,.-- OVER CHASE ATTACH TO STUDS WITH 1/4" CLAMPS #14 TEK t° I -- —.—T`.:; --1.`w'---=-=— SCREWS AT 16" OC SINK REF PLUMBING METAL STUDS - - - - - -------------- k r REF STRUCTURAL -- — — — -- --' — — -- — — ---..- — ....•..,...... — 1 ELECTRICAL PANEL 4 ----7- =`;��:".�.------� REF ELECTRICAL I 30"x48" CLEAR — — — — -- ---I--...,.---.--... �KN AND LEVEL to FLOOR SPACE I I I -- � PHARMACY -------- I I t TOILET i ��t » i e I�f.'1 aek � a{or mo .mam .ra ax : mwr mee 301 60"x56" CLEAR ---- -- -- ------ ! i LOOREVEL r Tm WATER CLOSET AND LAVATORY REF PLUMBING 2r- L/ -N I I RM/PHO10-002 42PI 42PIRR—L 16'-44" P34 07'- 0" 04'-0" AIIN E.pL4 20--O" 4" Z11 WING WALL AND PH1 i SUPPORT REF STRUTURAL PRIVACY WALL 12B I REF 6-PH2 SIM --PROVIDE 1" CLEARANCE BETWEEN' EDGE OF DOOR AND CABINET -FINISHED COUNTERTOP EDGE TO BE FLUSH WITH END OF CABINET o = � a w uj W 8 � In La 90 og�'' J d4 a oU ` Z� EEn H I HER 411/a/0 'yW O � RF/SW/JT DRAWN BY a c= C= 192 Q 00 DOCUMENT DATE: 02-06-09 N � W +,Z 0 W f' o C Q (~ Cp w 0 ISSUE BLOCK 1 03-06-09 ADDENDUM #3 3 04-15-09 CCD #2 05-12-09 C CD #4 / 7 06-05-09 CCD #6 CHECKED BY: RF/SW/JT DRAWN BY JDB/JM/LJE PROM: 192 PROM CYCLE: 03-27-09 DOCUMENT DATE: 02-06-09 . • • eA Y• • �� 7 I • • • M0016,953 N PHARMACY PLANS AND DETAILS J� 7 5 PLUMBING KEYNOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT-OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8 BELOW FINISHED FLOOR. MATCH EXISTING FLOOR CONSTRUCTION AND FINISHES. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP EMAIN NG IP . 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. 0 MECHANICAL NOTES 15.702 REMOVE EXISTING EXHAUST FAN AND ALL ASSOCIATED DUCTWORK. CAP EXISTING CURB TO REMAIN WITH WATER TIGHT SEAL. REF ARCHITECTURAL CURB COVER DETAIL. GM GR RECEIVING /^\ �-� RECEIVING y - �--,--- - - -- o ° 7 TIRE & 4 E I M1 I BATTERY STORAGE JANITOR PHOTO MENS I I MECHANICAL LAB RESTROOM i 1 1/4" CW ROOM I I I 5 2 15.401 I I P1 M1 I I I I I o n I 1 2 ° ° I MPH1 MPH1 I I GROCERY I ❑ ❑I I FREEZER II I I ° AUTO I ICE CREAM ° CENTER 8 ( I PHARMACY ( FREEZER II II 4" SS 15.429 REMOVE PLUMBING I 1 TO PHOTO LAB MAC1 C1 A! BEING DEMOLISHED / 4 \ �J „--,,,,1-----»» I I PRODUCE 6 PREP S-12 RELOCATED I SEASONAL 74" AFF I II SHOP SERVICE / REMOVE PLUMBING DELI // I TO PHARMACYI - - PRODUCE REMOVE SUPPLY RETURN BEING DEMOLISHED �/ DUCT SERVING SUPPLY/RETURN PREP 15.405 BEING DEMOLISHED. COVER RTU -12 - -� RETURN AIR PLENUM WITH 3 TON DB6 1"x1" HARDWARF CLOTH. ETR 1200 _ f--=--1-� I tl BEERY r -i r=- I a ® u ° ° �`"� - 19. DUCT SIZES SHOWN ON DRAWINGS ARE NET M1 P1 WOMENS AP FREE AREA. CONTRACTOR'S OPTION, ® \ RESTROOM OFFICE II ROUND DUCTWORK OF EQUIVALENT FREE o el 11 �----------- --------------- - ---- - AREA MAY BE USED IN QLIEU OF - - 00- RECTANGULAR. INCREASE RECTANGULAR Do , . COURTES $ GM1 GP1 GR SHEET METAL SIZE AS REQUIRED FOR HAa I I �° DESK LINER. REFER TO SPECIFICATIONS FOR IR II I I THE INSULATION THICKNESS. GARDEN CARE GM CENTER II VESTIBULE - II 20. CLEAN ALL EXISTING DIFFUSERS AND RETURN AIR GRILLES TO REMAIN. D VISION MENS -7- 21. EXISTING PIPE SIZES AND LOCATIONS CENTER RESTROOM 3 - - HAVE NOT BEEN FIELD VERIFIED. 1 P1 O GR CONTRACTOR IS RESPONSIBLE TO FIELD M1 VESTIBULE VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 4" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/4 PER FOOT FOR SAN SEWERPIPING SMALLER THAN 4". REF ARCH. FOR TRENCHING EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT C A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND AS -BUILT. CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS IS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL- COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. GENERAL NOTES *Ie,1814 1. GENERAL NOTES ARE APPLICABLE TO ALL 22. PLUMBING CONTRACTOR SHALL VERIFY 0 MECHANICAL/PLUMBING DRAWINGS. z EXISTING SEWER AND VENT PIPE SIZE O AH--m,�cw�0 <zo¢ u) ¢0 J AND ELEVATION AND SHALL VERIFY THAT 2. FURNISH AND INSTALL ALL MATERIALS PROPER SLOPES ARE AVAILABLE BEFORE FOR A COMPLETE INSTALLATION IN ALL a) C14 .7- N 0 pp CUTTING FLOOR SLAB FOR NEW SEWER J= Lo RESPECTS AND READY FOR INTENDED USE �� PIPING. 4a 43.6^� AND IN STRICT ACCORDANCE WITH STATE c E rn j -:3 cn cn aoL w a u `.�.. AND LOCAL CODES AND MANUFACTURERS 23, PROVIDE ACCESS DOORS TO ALL RECOMMENDATIONS. �2cna- Li - AJIFa INACCESSIBLE WATER VALVES AND CLEAN - OU TS. 3, STORE MUST BE KEPT IN OPERATION. A O 0 ARRANGE ALL WORK TO KEEP DISRUPTIONS 24. PLUMBING CONTRACTOR SHALL PROVIDE TO STORE OPERATIONS TO A MINIMUM. ONE YEAR WARRANTY FOR PROPER SEWER COORDINATE WITH EXISTING AND NEW O N SYSTEM OPERATION. CONSTRUCTION. PAY ALL NECESSARY c3Q O FEES AND PERMITS. 25. SANITARY DRAINAGE LINES AND FITTINGS � O 0 (~!) (DRAIN, WASTE AND VENT) SHALL BE 4. IF NEW CONSTRUCTION DISRUPTS CAST IRON, COATED INSIDE AND EXISTING UNDERGROUND SERVICES (GAS, OUTSIDE. WHERE PERMITTED BY LOCAL SEWER, DOMESTIC WATER, FIRE CODES, PVC-DWV PLASTIC SCHEDULE 40 SPRINKLER, ETC.), PROVIDE ALL MAY BE USED IN LIEU OF CAST IRON. MATERIALS AND LABOR AS REQUIRED TO 2L ALL PHOTOLAB PLUMBING SHALL BE PVC. ADDENDUM #3 MAINTAIN THEIR PROPER OPERATION. 04-15-09 CC D #2 Q 05-04-09 26. WATER PIPING ABOVE GRADE SHALL BE 5. CONTRACTOR IS RESPONSIBLE FOR Q05-15-09 TYPE "L" HARD DRAWN COPPER JOINED CC D #5 UTILIZING OWNER APPROVED ROOFING 06-05-09 WITH WROUGHT COPPER FITTINGS. MAKE CONTRACTORS FOR CUTTING AND JOINTS USING LEAD-FREE SOLDER AND A PATCHING ROOF. NON -CORROSIVE, PASTE -TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE 6. CONTRACTOR SHALL FURNISH AND INSTALL WITH CHROME -PLATED SEAMLESS BRASS CHECKED BY: KLS EXHAUST FANS AND EXHAUST FAN CURBS. PROTO: 192 TUBE. INSULATE HOT & COLD WATER DOCUMENT DATE: 02-06-09 CONTRACTOR SHALL INSTALL ALL PIPING WITH RIGID GLASS FIBER A STRUCTURAL SUPPORTS FOR FANS AND AND _ MINIMUM OF 1/2" THICK WITH WHITE ALL- PLAN RTU'S. REFERENCE SHEET: SERVICE JACKET (VAPOR RETARDER). ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. SHALL BE SET ON ROOF CURB. 27. PROVIDE AND INSTALL AUTOMATIC TRAP DO NOT SET RTU DIRECTLY ON ROOF. PRIMERS ON FLOOR DRAINS IF REQUIRED BY LOCAL PLUMBING CODES. 7. CONTRACTOR SHALL INSTALL OWNER FURNISHED RTU CURB AND TEMPORARILY 28. ALL FLOOR CLEANOUTS SHALL BE COVER CURB PER ARCH DETAIL (IF INSTALLED FLUSH WITH FLOOR FINISH USED). RTU'S SHALL BE FURNISHED BY MATERIAL OR FLUSH WITH CONCRETE SLAB OWNER AND INSTALLED BY CONTRACTOR. IF NO FLOOR FINISH MATERIAL IS CURB ADAPTOR (IF USED) SHALL BE CALLED OUT FOR ON ARCHITECTURAL FURNISHED BY OWNER AND INSTALLED BY DRAWINGS. CONTRACTOR. COORDINATE RTU INSTALLATION WITH WAL-MART 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF CONSTRUCTION MANAGER AND AES AS TRAFFIC WAYS, WHILE MAINTAINING REQUIRED FOR RTU/AHU CURB ADAPTERS. ACCESSIBILITY. LOCATE PER DIMENSIONS IF SHOWN ON PLANS. 8. REPLACE FILTERS ON NEW RTU NO MORE 30. FLOOR CUTS SHALL BE STRAIGHT AND THAN ONE DAY PRIOR TO STARTING TEST CLEAN, REPLACE REMOVED SLAB WITH & BALANCE PROCEDURES. FILTERS SHALL CONCRETE FLUSH AND SMOOTH WITH BE 2" THICK EQUAL TO FARR 30/30. ADJACENT FLOOR SLAB. REFERENCE ARCHITECTURAL SHEETS. COORDINATE 9. LABEL RTU WITH 6" BLACK PERMANENT WITH GENERAL CONTRACTOR. PAINT STENCIL AND LABEL SENSOR WITH 2" HIGH BLACK PERMANENT PAINT 31. CAP ALL PIPING OPENINGS DURING STENCIL. NUMBER THE SENSOR TO CONSTRUCTION UNTIL FINAL CONNECTIONS CORRESPOND WITH RTU IT CONTROLS. TO EQUIPMENT AND ACCESSORIES ARE LOCATE LABEL FOR UNIT NEAR ITS MADE. DISCONNECT SO IT IS READABLE FROM ROOF HATCH. 32, CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW 10. IF RTUS ARE INSTALLED BEFORE ROOFING UNDERGROUND PLUMBING PIPE. MATCH IS COMPLETED, THE CONTRACTOR SHALL EXISTING CONSTRUCTION. BE RESPONSIBLE FOR ANY DAMAGE WHICH OCCURS DURING THE ROOFING PROCESS, 33. DO NOT INSTALL PIPING WITHIN COOLER INCLUDING TAR ON COILS. PANELS. INSTALL EXPOSED PIPING IN PREP AREAS A MINIMUM OF 1" FROMPANEL 11. ROOFTOP UNITS SHALL BE ORIENTED SO WALL AND 6" ABOVE FINISHED THAT THE CONDENSATE DRAINS WITH THE FLOOR TO ALLOW FOR CLEANING. USE SLOPE OF THE ROOF. ONLY NON -CORROSIVE MATERIALS FOR SPACERS AND ANCHORS. 12. MECHANICAL FAILURE OF NEW ROOFTOP UNITS PRIOR TO ACCEPTANCE BY OWNER, 34. PROVIDE ESCUTCHEON PLATES FOR SHALL BE REPAIRED OR REPLACED BY PLUMBING PENETRATIONS THROUGH CONTRACTOR THROUGH WARRANTY GROCERY CEILINGS AND WALLS. AGREEMENT WITH MANUFACTURER. 35. PROVIDE AIR TIGHT SEAL AROUND PIPING 13. IF APPLICABLE, COORDINATE ALL NEW PENETRATIONS THROUGH COOLER/FREEZER GAS PIPING AND ROOF EQUIPMENT WITH WALLS AND CEILINGS. FINISH WITH EXISTING GAS PIPING, SKYLIGHTS, AND ESCUTCHEON PLATE. ROOF EQUIPMENT. FIELD VERIFY EXISTING CONDITIONS. 36. PROVIDE HEAT TAPE AND INSULATION ON 14. ROOFTOP UNITS BEING ADDED TO ALL WATER AND DRAIN PIPING EXPOSED EXISTING ROOF STRUCTURE SHALL BE TO FREEZING. INSTALLED WHEN THE UNITS ARRIVE AT 37. INSTALL CONTINUOUS SEALANT JOINT AT THE JOB SITE. REFERENCE ALL EXTERIOR WALL PENETRATIONS. ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. 38. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE 15. INSTALL VTR'S A MINIMUM OF 24" AND REQUIREMENTS PER SMACNA PUBLISHED FLUES A MINIMUM OF 36" FROM ROOF SEISMIC DETAILS, LOCAL AND NATIONAL EDGE AND/OR PARAPET WALLS. INSTALL CODES. CONTRACTOR'S RESPONSIBILITY VTR'S, FLUES AND EXHAUST FANS A INCLUDES STRUCTURAL ENGINEER'S MINIMUM OF 10 FT FROM OUTSIDE AIR CERTIFICATION ON DETAILS SUBMITTED INTAKE OF ROOF TOP UNITS. INSTALL FOR PERMITTING. EXHAUST FANS AND ROOF TOP UNITS A MINIMUM OF 10 FT FROM ROOF EDGE OR A MINIMUM OF 60" FROM PARAPET WALLS THAT ARE AT LEAST 42" HIGH. 16. CONTRACTOR TO REPLACE DAMAGED ZONE SENSORS AND THERMOSTATS AS NEEDED. 17. COORDINATE LOCATION OF DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES TO PREVENT EXCESSIVE SHADOWING OF THE SALES OR STOCK FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD VERIFY STRUCTURAL CONDITIONS BEFORE FABRICATION OF DUCTWORK. 18. FLEXIBLE DUCT CONNECTIONS TO NEW OR RELOCATED DIFFUSERS AND GRILLES ARE PROHIBITED. INSPECT CONDITION OF EXISTING DUCT AND REPLACE DAMAGED DUCT WITH EQUIVALENT TYPE OF DUCT AS REQUIRED. a ® u ° ° �`"� - 19. DUCT SIZES SHOWN ON DRAWINGS ARE NET M1 P1 WOMENS AP FREE AREA. CONTRACTOR'S OPTION, ® \ RESTROOM OFFICE II ROUND DUCTWORK OF EQUIVALENT FREE o el 11 �----------- --------------- - ---- - AREA MAY BE USED IN QLIEU OF - - 00- RECTANGULAR. INCREASE RECTANGULAR Do , . COURTES $ GM1 GP1 GR SHEET METAL SIZE AS REQUIRED FOR HAa I I �° DESK LINER. REFER TO SPECIFICATIONS FOR IR II I I THE INSULATION THICKNESS. GARDEN CARE GM CENTER II VESTIBULE - II 20. CLEAN ALL EXISTING DIFFUSERS AND RETURN AIR GRILLES TO REMAIN. D VISION MENS -7- 21. EXISTING PIPE SIZES AND LOCATIONS CENTER RESTROOM 3 - - HAVE NOT BEEN FIELD VERIFIED. 1 P1 O GR CONTRACTOR IS RESPONSIBLE TO FIELD M1 VESTIBULE VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 4" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/4 PER FOOT FOR SAN SEWERPIPING SMALLER THAN 4". REF ARCH. FOR TRENCHING EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT C A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND AS -BUILT. CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS IS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL- COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. JI *Ie,1814 cn W W G 06 ai?$a¢� pLLI �O zN� (if ry a0JQ'z¢¢ z srZ ¢WW<BLij I— wwo (Lw f 0 tx~ZN7��X�}Zona, .. a> z ,_rn¢O�0) ww�t� Q26OOVO.0"WWFW� O AH--m,�cw�0 <zo¢ u) ¢0 J wwOvw¢5�-Mdz¢v�VwwwHO- tw, Z< .W 0wox5o8o:o0=.Fe�wwo�we�o!�0zwwnRL <w<xx¢ a) C14 .7- N 0 pp J= Lo �� 4a 43.6^� c E rn j -:3 cn cn aoL w a u `.�.. ~ z OC . mN N D V) �2cna- Li - AJIFa z 0 w A O 0 O � a © ©� pq O N c3Q O � O 0 (~!) co o 0 � c\2 a z A 0 ISSUE BLOCK 2L 03-06-09 ADDENDUM #3 3 04-15-09 CC D #2 Q 05-04-09 CCD #3 A05-12-09 CCD #4 Q05-15-09 CC D #5 Q 06-05-09 CC D #6 CHECKED BY: KLS DRAWN BY: LNS PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 MECHANICAL AND _ PLUMBING PLAN SHEET: mpi JI CONNECT TO WHA EXISTING 1" HW 15.473REMOVE EXISTING COLD WATER SUPPLY TO WATER HEATER AND 3/4" CW & HW ROUTE THRU P1. 15.406 ETM V2 _ 3/4 TEPID WATER 3/4" TEPID / TO GROCERY RECEIVING EYEWASH / / WH2 15.473 15.406 REF 1—GP1.1 FOR 15.408 CONTINUATION / P1 (BOOSTER PUMP) EXISTING 1" CW NEW EW1 NEW �34 qq.7 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. PLUMBING KEYNOTES 15.400 PROVIDE A 3/4' CW LINE WITH SHUT— OFF TO H132. INSTALL 24 BELOW ROOF DECK BEHIND ROOF HATCH LADDER. ORIENT HOSE BIBB UPSIDE DOWN. 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT—OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 7 5 15.403 NOT USED 15.406 PLUMBING CONTRACTOR TO MAKE ALL NECESSARY DISCONNECTS AND RECONNECTS OF PLUMBING FIXTURES BEING RELOCATED OR NEW. 15.408 ROUTE WATER HEATER T&P DISCHARGE TO FLOOR DRAIN WITH AHJ APPROVED AIR GAP. 7 15.422 NOT USED 5 15.436 REPLACE SINK AND ASSOCIATED TRIM,INCLUDING THE FAUCET, TAILPIECE,P—TRAP, SUPPLY LINES, AND SHUTOFF VALVES. 15.473 SUPPORT NEW PIPING WITHIN STRUCTURE OR AS CLOSE TO BOTTOM OF STRUCTURE AS POSSIBLE. COORDINATE ROUTING WITH EXISTING EQUIPMENT. 3/4" TEPID ETM V2 P1 2 P2.1 2 REPLACE MOP SINK 1" HOT AND P2 AND ASSOCIATED COLD WATER TRIM WITH NEW SS3 (TYP.) 15.406 ROUTE NEW p u HOT WATER n LINE TO EMTV2 i DEMO FLOOR COVERING AS REPLACE EXISTING WATER NEEDED. REPLACE HEATER WITH WH1. ROUTE TO MATCH EXISTING. PROPERLY SEAL T & P RELIEF TO NEW SS3, SINK AT EDGES 15.408 JANITOR GM FRONT N JANITOR PLUMBING PLAN 1/4" = 1'-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS—BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS w ��} p K � Z Q U O Z Q W°�a¢FowW c� zz J �N zN0 U ry aao��w„�v�m�=�wo8�w O ulN�ooNWuazaQm z a2nRO 28o~nw.wwwo c�d�wm��cw�aI< Z, JzV)zoF-a,jwaotn�¢o3 QaVwNz—�K0Uilf 5z0NJ o0allox xxF=u 0 OF NNs N zlwwKOx5QaxDF_ if=,E! F_ N t J� Q(/w) Q w x QF_ ISSUE BLOCK "M =IADDENDUM >oo.- � 00 PROTO: 192 PROTO CYCLE: o DOCUMENT DATE: 02-06-09 CSi �� W Q ern" S ,a 0 O 0 ���� V)w o 0 0 z O � mN Q 4 O W A • cn a cn z � 0 v ISSUE BLOCK "M =IADDENDUM W A PROTO: 192 PROTO CYCLE: O W DOCUMENT DATE: 02-06-09 W N O r M O o 0 cn o O � C\2 W A z as 0 ISSUE BLOCK "M =IADDENDUM #3 PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 CHECKED BY: KLS _ DRAWN BY: LNS PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 ENLARGED PLUMBING PLANS SHEET: p 1 z KLS g» I 8�. I 0 0 SUPPLY PROTO CYCLE: 0 � I SPRINKLER PIPE AIR DROP4 D o ELECTRICAL W CONDUITS PLUMBING _ _ � VACUUM i� PIPING --i LLJ r c= o WATER 0 c EXHAUST DUCT WHEN APPLICABLE w REQUIRED as --.-- CLEARANCE FOR REQUIRED L RETURN RTU PLENUMS CLEARANCE FOR AIR DROP PIPING, CONDUITS 0 AND EXHAUST DUCT COORDINATE WITH OTHER DISCIPLINES "*7 ENLARGED CHASE PLAN r<—ROUTE THROUGH JOISTS. CONNECT TO NEAREST APPROPRIATELY SIZED CW SUPPLY. ROUTE UP THROUGH CHASE J 7 ckk I I� G/� I 3/4„ \ / S2 1/2" L21 WH 5 15.408 �WC4 7\\A5 NTS RISER R TU PLUMBING LINES I t CURB DUCTED RETURN FIRE PROTECTION CHASE BAR JOIST EXHAUST DUCT I ELECTRICAL POWER AND WHEN APPLICABLE DATA CONDUIT DECKING I JOISTS 0 LIGHTS CEILING \- SUPPLY EXHAUST RETURN AIR DIFFUSER GRILLE GRILLE WHEN APPLICABLE �- FLOOR 6 PHARMACY CHASE PROFILENTS '' 2b DETAIL NOT 7 5 REF 1=MP1 FOR (CONTINUATION U ROUTE PIPING AT ROOF STRUCTURE O ROOF CURB NOTE OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL ROOF CURB (AS MANUFACTURED BY AES INDUSTRIES INC., CONTACT CHAD BURT 1-800-786-0402) FOR NEW ROOF TOP UNITS. ROOF CURB SELECTION AND INSTALLATION SHALL BE ADJUSTED FOR ROOF SLOPE TO MAINTAIN LEVEL RTU INSTALLATION AND ADEQUATE CONDENSATE DRAINAGE. ROUTE NEW CONDENSATE TO DRAIN AWAY FROM UNIT DOWN SIDE SLOPE OF ROOF. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. i H AND CW SUPPLY I ( REF PLANS HEAT TRAP DOWN I I TO MIDPOINT OF I BALL VALVE HEATER TANK TYP .TYP OF 2 if WATER � HEATER i HIGH IMPACT PLASTIC DRAIN PAN BY FLOOR ��'—' I CONTRACTOR SIMILAR TO PLUMBEST J36-018 PIPE FULL SIZE WITH AIR GAP UNION DIELECTRIC TYP vv-vv�vvvvvv� &WATER HEATER BELOW COUNTER 5NTS 10.02.02 BGWRMP04 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. MECHANICAL NOTES 15.711 REFER TO ARCHITECTURAL ROOF PLAN AND STRUCTURAL PLANS FOR DETAILS OF ROOF CURB INSTALLATION. 15.729 INSTALL ROOF CURB PER ROOF CURB BOX NOTE. PLUMBING KEYNOTES 15.408 ROUTE WATER HEATER T&P DISCHARGE TO FLOOR DRAIN WITH AHJ APPROVED AIR GAP. 15.409 FRESH WATER SYSTEMS, INC. PHARMATE WATER FILTRATION SYSTEM MOUNT TOP OF WATER DISPENSING UNIT AT 66" AFF WITH CENTERLINE 6" FROM CORNER OF WALL. MOUNT FILTERS AND TANK UNDER COUNTER PER PLUMBING DETAIL AND MANUFACTURER'S SPECIFICATIONS. 15.410 FRESH WATER SYSTEMS, INC. PHARMATE RXSQC3131 WATER FILTRATION SYSTEM, WITH TANK AND WATER DISPENSER. FURNISHED AND INSTALLED BY CONTRACTOR. CONTACT FRESH WATER SYSTEMS, INC. AT 800- 464-8275, DIAL 2 FOR PHARMACY SUPPORT FOLLOWED BY 1 FOR SERVICE. 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. NATURAL GAS PIPING NOTES 1. CONTRACTOR SHALL COORDINATE ALL DETAILS OF THE GAS PIPING SYSTEM WITH THE LOCAL GAS COMPANY. THIS INCLUDES, BUT IS NOT LIMITED TO, THE LOCATION OF THE GAS METER, GAS PRESSURE REQUIREMENTS, RELOCATION AND/OR UPSIZING OF EXISTING SERVICE PIPING IF REQUIRED. CONTRACTOR SHALL PAY ALL COSTS REQUIRED BY GAS COMPANY. CONTACT GAS COMPANY FOR SIZE AND TYPE OF PIPING AND VALVES REQUIRED FOR CONNECTION TO METER. GAS METER AND SERVICE REGULATOR TO BE PROVIDED BY UTILITY COMPANY. VERIFY CORRECT GAS PRESSURE DOWNSTREAM OF SERVICE REGULATOR AFTER GAS UTILITY COMPLETES INSTALLATION. THE NATURAL GAS DEMAND SHOWN IN MBH IS BASED ON A HEATING VALUE OF 1000 BTU (1 MBH) PER CUBIC FOOT, A SPECIFIC GRAVITY OF 0.6, AND ON PRIMARY EQUIPMENT SPECIFICATIONS IN SCHEDULES. GAS PIPING SIZES SHALL BE AS NOTED ON PLANS. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING UP TO AND INCLUDING THE REGULATOR AND FINAL CONNECTION TO THE EQUIPMENT. REFERENCE MECHANICAL SHEETS FOR ALL PIPE CONNECTIONS AND ROUTING. REMOVE UNUSED GAS PIPING AND PAINT NEW AND EXISTING PIPING YELLOW PER SPECIFICATIONS. 3. PROVIDE NEW GAS PIPING FOR NEW EQUIPMENT SIZED AS INDICATED FOR 0.5 IN. WC PRESSURE DROP AND 5 PSIG UPSTREAM OF EQUIPMENT REGULATOR. CONNECT AT EXISTING GAS METER OR GAS PIPING OF EQUAL OR LARGER SIZE, AND PROVIDE PRESSURE REGULATOR (SET TO EQUIPMENT DELIVERY PRESSURE), VALVES, AND ACCESSORIES PER THE SPECIFICATIONS & LOCAL CODES. (n OxQ �o< W 0 aaF¢ o�N Zz�~ ¢¢ 8O��JV1WlnQU OU LL_aNz�¢poNW ola4 Z (n ozwvooNdwww� 0 3c:1ow6qujw8,m0Fa wW J Zoa-tnoo¢4w�aott¢���¢o3 I -U w¢ Z ctz<:D Fiww,,wwva��w �odNow��srir�= zwk'�ow a.=) :L:,)) 'J aozw�ww=o >C) L N O o0 � ED r U) I I Q x � o ooLnLr) V) w OU�� H o O Z m" ai I¢- C:) °' o x D • cn n t° c z 0 C_) KLS DRAWN BY: W A 0 0 192 PROTO CYCLE: 0 � Q C=3 02-06-09 Li D R TU PLUMBING LINES I t CURB DUCTED RETURN FIRE PROTECTION CHASE BAR JOIST EXHAUST DUCT I ELECTRICAL POWER AND WHEN APPLICABLE DATA CONDUIT DECKING I JOISTS 0 LIGHTS CEILING \- SUPPLY EXHAUST RETURN AIR DIFFUSER GRILLE GRILLE WHEN APPLICABLE �- FLOOR 6 PHARMACY CHASE PROFILENTS '' 2b DETAIL NOT 7 5 REF 1=MP1 FOR (CONTINUATION U ROUTE PIPING AT ROOF STRUCTURE O ROOF CURB NOTE OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL ROOF CURB (AS MANUFACTURED BY AES INDUSTRIES INC., CONTACT CHAD BURT 1-800-786-0402) FOR NEW ROOF TOP UNITS. ROOF CURB SELECTION AND INSTALLATION SHALL BE ADJUSTED FOR ROOF SLOPE TO MAINTAIN LEVEL RTU INSTALLATION AND ADEQUATE CONDENSATE DRAINAGE. ROUTE NEW CONDENSATE TO DRAIN AWAY FROM UNIT DOWN SIDE SLOPE OF ROOF. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. i H AND CW SUPPLY I ( REF PLANS HEAT TRAP DOWN I I TO MIDPOINT OF I BALL VALVE HEATER TANK TYP .TYP OF 2 if WATER � HEATER i HIGH IMPACT PLASTIC DRAIN PAN BY FLOOR ��'—' I CONTRACTOR SIMILAR TO PLUMBEST J36-018 PIPE FULL SIZE WITH AIR GAP UNION DIELECTRIC TYP vv-vv�vvvvvv� &WATER HEATER BELOW COUNTER 5NTS 10.02.02 BGWRMP04 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET. MECHANICAL NOTES 15.711 REFER TO ARCHITECTURAL ROOF PLAN AND STRUCTURAL PLANS FOR DETAILS OF ROOF CURB INSTALLATION. 15.729 INSTALL ROOF CURB PER ROOF CURB BOX NOTE. PLUMBING KEYNOTES 15.408 ROUTE WATER HEATER T&P DISCHARGE TO FLOOR DRAIN WITH AHJ APPROVED AIR GAP. 15.409 FRESH WATER SYSTEMS, INC. PHARMATE WATER FILTRATION SYSTEM MOUNT TOP OF WATER DISPENSING UNIT AT 66" AFF WITH CENTERLINE 6" FROM CORNER OF WALL. MOUNT FILTERS AND TANK UNDER COUNTER PER PLUMBING DETAIL AND MANUFACTURER'S SPECIFICATIONS. 15.410 FRESH WATER SYSTEMS, INC. PHARMATE RXSQC3131 WATER FILTRATION SYSTEM, WITH TANK AND WATER DISPENSER. FURNISHED AND INSTALLED BY CONTRACTOR. CONTACT FRESH WATER SYSTEMS, INC. AT 800- 464-8275, DIAL 2 FOR PHARMACY SUPPORT FOLLOWED BY 1 FOR SERVICE. 15.429 CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION AND FINISHES. NATURAL GAS PIPING NOTES 1. CONTRACTOR SHALL COORDINATE ALL DETAILS OF THE GAS PIPING SYSTEM WITH THE LOCAL GAS COMPANY. THIS INCLUDES, BUT IS NOT LIMITED TO, THE LOCATION OF THE GAS METER, GAS PRESSURE REQUIREMENTS, RELOCATION AND/OR UPSIZING OF EXISTING SERVICE PIPING IF REQUIRED. CONTRACTOR SHALL PAY ALL COSTS REQUIRED BY GAS COMPANY. CONTACT GAS COMPANY FOR SIZE AND TYPE OF PIPING AND VALVES REQUIRED FOR CONNECTION TO METER. GAS METER AND SERVICE REGULATOR TO BE PROVIDED BY UTILITY COMPANY. VERIFY CORRECT GAS PRESSURE DOWNSTREAM OF SERVICE REGULATOR AFTER GAS UTILITY COMPLETES INSTALLATION. THE NATURAL GAS DEMAND SHOWN IN MBH IS BASED ON A HEATING VALUE OF 1000 BTU (1 MBH) PER CUBIC FOOT, A SPECIFIC GRAVITY OF 0.6, AND ON PRIMARY EQUIPMENT SPECIFICATIONS IN SCHEDULES. GAS PIPING SIZES SHALL BE AS NOTED ON PLANS. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING UP TO AND INCLUDING THE REGULATOR AND FINAL CONNECTION TO THE EQUIPMENT. REFERENCE MECHANICAL SHEETS FOR ALL PIPE CONNECTIONS AND ROUTING. REMOVE UNUSED GAS PIPING AND PAINT NEW AND EXISTING PIPING YELLOW PER SPECIFICATIONS. 3. PROVIDE NEW GAS PIPING FOR NEW EQUIPMENT SIZED AS INDICATED FOR 0.5 IN. WC PRESSURE DROP AND 5 PSIG UPSTREAM OF EQUIPMENT REGULATOR. CONNECT AT EXISTING GAS METER OR GAS PIPING OF EQUAL OR LARGER SIZE, AND PROVIDE PRESSURE REGULATOR (SET TO EQUIPMENT DELIVERY PRESSURE), VALVES, AND ACCESSORIES PER THE SPECIFICATIONS & LOCAL CODES. (n OxQ �o< W 0 aaF¢ o�N Zz�~ ¢¢ 8O��JV1WlnQU OU LL_aNz�¢poNW ola4 Z (n ozwvooNdwww� 0 3c:1ow6qujw8,m0Fa wW J Zoa-tnoo¢4w�aott¢���¢o3 I -U w¢ Z ctz<:D Fiww,,wwva��w �odNow��srir�= zwk'�ow a.=) :L:,)) 'J aozw�ww=o >C) L N O o0 � ED r U) I I Q x � o ooLnLr) V) w OU�� H o O Z m" ai I¢- C:) °' o x D • cn n t° c z 0 C_) 'ISSUE BLOCK CHECKED BY: KLS DRAWN BY: W A 0 0 192 PROTO CYCLE: 0 � Q C=3 02-06-09 W O LLJ r c= o D 0 c w � as Z 0 'ISSUE BLOCK CHECKED BY: KLS DRAWN BY: LNS PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 CHECKED BY: KLS DRAWN BY: LNS PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 LI :..1. / LTJ I 1 1/4" CW I 3 4 I 4. GAS AND CONDENSATE PIPING SHALL BE — — - — MINIMUM 5,-0" CLEAR FOR ROOF TOP o I M2 M2 r r — — — — _ I EQUIPMENT MAINTENANCE ACCESS. ROUTE PIPING I I I 5. PROVIDE START-UP ASSISTANCE FOR ALL DOWN CHASE TO I I GAS-FIRED EQUIPMENT INCLUDING BUT 3» ABOVE CEILING. I I NOT LIMITED TO ROOFTOP UNITS, VTR PHARMACY CHASEI I I RADIANT HEATERS, UNIT HEATERS, AND J ROUTE VENT PIPING UP I PHARMACY o I — 18" I ❑ COOKING EQUIPMENT. COORDINATE L CHASE TO STRUCTURE.I 6 7 L — — — ADJUSTMENT OF REGULATORS WITH SET-UP CONNECT TO NEW 3'' I PERSONNEL TO ENSURE CORRECT GAS FLOW — — — — I MPH1 MPH1 PRESSURES FOR PROPER OPERATION OF p, VTR. OFFSET VTR FROM r — — — - — i I ALL EQUIPMENT. PHARMACY RTU PER AHJ REQUIREMENTS. it I 18°° II PHARMACY I GAS COMPANY CONTACT; N ROUTE UP II I I I 18 GAS COMPANY - FLORIDA PUBLIC UTILITIES I I THROUGH CHASE I I I -- CONTACT NAME - N/A S22„ J L L 1 — — — ` - J PHONE NUMBER - (386) 668-2600 ,\ T ?'0 El FE ABOVE CEILING TO IWCO ROUTE VENT PIPING � EXISTING GAS LOAD 2980 MBH WH5 BELOW _ - r y PHARMACY CHASE COUNTER I i ' ��; 3/4„ NEW GAS LOAD 3105 MBH GAS L2 SSI.. 5 S2I II � i ^� FD1 MPH1 !`� IWC4 W/PRIMER I _2„V I I �� � ---� I I 15.410 NEW EF -17 P9 -,,TRAP ON ROOF IWCO oREF ARCH C°615.409FD1 W I I EAG118” / I I NT AT 125 MOUPRIMER ' I I 74" AFF 3'SS L2 9 0 P2 WC4 1" GAS -=ff- L� ETR WCOREF 1-MP1 FOR 4» SS CONTINUATION PHARMACY 7 15.429 P2 PHARMACY DWV PLAN PHARMACY MECHANICAL PLAN- MECHANICAL = PLANS NTS (TYP. OF 2) 1/4,, l'-0" �l r(:3) ,, 4 7 5 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING PHARMACY PLUMBING PLAN DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT CONDITIONS.. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE 2 „_1'-0" FAILURE TO ACQUAINT THEMSELVES WITH THIS 1 /4 VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO 7 5 WITH ALL OTHER DISCIPLINES AND: EXISTING „ ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS MPH1 1 KNOWLEDGE. PLUMBING WORK: INSTALL LOAD OUT STATION PUMP—OUT PIPING THROUGH EXTERIOR WALL PER THE MANUFACTURER'S INSTRUCTIONS. FIELD LOCATE PUMP—OUT FITTING ON THE OUTSIDE WALL AND COORDINATE THE LOCATION WITH STORE MANAGER AND/OR WAL—MART CONSTRUCTION MANAGER. NOTE: CONTRACTOR TO DISCONNECT AND PALLETIZE EXISTING WASTE OIL TANK AND EQUIPMENT. WAL—MART CONSTRUCTION MANAGER TO CONTACT USED ASSETS FOR TANK REMOVAL. PH 479-277-2963 .,,... r„= i ..,... ,. _.,... .. ,,..,�,� a , ..,, I .ir., ..iia. .I.I.Ir;�,ll I i LI �:.I. ._ _.. ............. .....__ ...._....... _ __._ ._......_...._,.... ... FU LL F BALL I IN RISE 3 P2.1 NOTE: CONTRACTOR T( STORE MANAGEI MANAGER. WASTE C 2 1/4” = 1'-0„ IVING 'LY OFF TO C moo O RE COORIDOR O C C O c. EDC #2 L -L 70 AN 1 GENERAL NOTES REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET, EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOF DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWING PLAN "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. TF VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH TF SUBMITTING FINAL BIDS. CONTRACTOR SHALL: KNOWLEDGE DOES NOT RELIEVE THE RESPOP CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOT CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH KNOWLEDGE. mi -,ZOF¢p U OZQ W INN8ZQ,�- p N Z z0 pVi-, <Q Z << -3 O OpN cnm—JwO w 0 R ZNO��-,By "ZVI�m 0-0gowo wwa�2—a>- of w Z 0 mo 2 O OW 0,X:, V �WIFiW� O 3c�m "W'wWMOOF-o Q zNi¢QaOZ��¢0 J 005-wMEdOtnFaw¢ Q Q U wNZFtwi a'V1Uj�NJ �Z'�= W OOGwQXxWx=O�OWOw (n (n Val � �O�' t(no_j�ZvvwiaImOfaIF_ a w A 0 O � w x C= cm LiJ O� o O o O co 0 � CQ z 0 ISSUE BLOCK Q 03-06-09 >oQ F Q 05-04-09 CC D #3 Quo 05-12-09 CCD #4 ul CCD #5 A06-05-09 CCD #6 �' v O _ �Y_ � °o 0 z Co ai Q �—O � X V Z O U a w A 0 O � w x C= cm LiJ O� o O o O co 0 � CQ z 0 ISSUE BLOCK Q 03-06-09 ADDENDUM #3 Q 05-04-09 CC D #3 Q 05-12-09 CCD #4 Q05-15-09 CCD #5 A06-05-09 CCD #6 CHECKED BY: KLS DRAWN BY: LNS PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 REAR GROCERY PLUMBING PLANS SHEET: GP1.1 O ` EXISTING EXTERIOR DOORS TO BE REPAR|ED/REPLACED BY GENERAL CONTRACTOR. COORDINATE ANY AND ALL 1 DISRUPTIONS TO THE STORE'S SECURITY SYSTEM WITH S|W | THE STORE MANAGER, TYP OF ALL EXTERIOR DOORS. � � E2'3 � ji ASSISTANT EDC 1 SPRINKLER MANAGEMENT UPS/INVOICING OFFICE uJfilj U� SQUARE D TYPE FG1 OR EQU|VALENT �-- ~—� — POWER FOR TELXON CHARGERS, TYP OF 4, MOTOR STARTER AND ENCLOSURE FOR RECEPTACLES TO BE MOUNTED 2" APART. COORDINATE BOOSTER PUMP BY ELECTRICAL MOUNTING OF CHARGING STATIONS AT 60" WITH CONTRACTOR. COORDINATE EXACT 0 STORE MANAGER AND GENERALCONTRACTOR. ' llME CLOCK LOCATION WITH MECHANICAL. 16.425) U TRAINING ^ U U n ^ ROOM ALL REAR OFFICES ALL REAR OFF (25A—lP) U ^ nL uu IL 16.957 U ^ n M4, 8N||UM J K�� —— || ����� B. FURNISH AND INSTALL HANDLE 1)vt �H -TYPI` LOCKS CK OFF ON ALL CIRCUIT TYPW BREAKERS FEEDING WATER HEATERS. E 16.W16 EXISTING OFFICE AREAS AND OR R[3TR{}OMS' WILL BE REFURBISHED BY PROVIDE NEW STAINLESS GENERAL CONTRACTOR. REMOVE ALL STEEL COVER PLATES FOR|| ' E'' ELECTRICAL ITEMS FROM WALLS AND EXISTING RECEPTACLES PER CEILING, INCLUDING HAND DRYERS, SPECIFICATIONS. RECEPTACLES, SWITCHES, AND �| — LIGHTING FIXTURES AS REQUIRED. — LIGHTINGFIXTURES L2D2_32 INSTALL AND RECONNECT AFTER NEW || —� FINISHES ARE IN PLACE. CART STORAGE RECEPTACLES F6R K ^ COORDINATE EXTENT OF WORK WITH TYP OF 2. TO BE STAINLESS GENERAL GENERAL CONTRACTOR. STEEL PER CAll[}NS' E MERCHANDISE/ 11 VESTIBULE 16.W38 PROVIDE THREE RECESSED ALARM E—TR ETR JUNCTION BOXES �VMTH ONE VERTICAL E/ ` � RACEWAY), TWO STACKED /f54 AND ~~ | r-- � +44'`\ AND ONF TO THF S|DF OF THF U ISSUE BLOCK 2L 03-06-09 ADDENDUM #3 A3 04-15-09 CCD #2 A4 105-04-09 DOCUMENT DATE: CCD #3 A5 05-12-09 CCD #4 A7 06-05-09 CCD #6 CHECKED BY. KLS DRAWNBY- PLC PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 � EE 2,:4::] � - /" KEYNOTES 16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLY SERVING AREA LIGHTING THAT WAS REMOVED. MAINTAIN EXISTING CIRCUIT CONTROL UNLESS NOTED OTHERWISE. PROVIDE CONSTANT HOT FOR EMERGENCY, EXIT, AND LOCALLY CONTROLLED LIGHT FIXTURES. 16.163 EMERGENCY LIGHTS CONNECT TO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT SERVING ADJACENT AREA. DO NOT SWITCH. (A) WHEN SHOWN ON WALL, MOUNT 1'-0" BELOW CEILING OR BOTTOM OF CTDI I!`TI IDC %A/Wlr'4-IC\/FR IC %L�' I f " � j ti I 1V.'flJ IJVVIV IL -IN IVIVvI• I1.v L ` ` ` ILl Ll " I ' MOUNT DEVICES WITHIN CADINET AT . _. '_ :_ """ -11, 1. . - �. AT RACK POST TYP r...l r7 _._ _ �.. , K_T.......:. __.._ I......._, - s.:_ _ _.-- +8". STUB CUT OF KNEE WALL +8 AND ROUTE FLEXIBLE METAL 1.1 l 6'-10" 1'-6" 4'-6" 4 —4 2 —3 1 —8 1 —10 1 —10 CONDUITS ALONG BACK WALL OF SHELF TYP [ I f I oa CABINET. ROUTE ALL CONDUITS E _ rJ i7r L �. n _ ...... _ _ __..........._ 1 71 10„ 1,_1,. ,— „ 5„ OVERHEAD ROLLING CLOSURE SWITCH I 1 2 THROUGH KNEE WALL TO NEAREST �� "CONDUIT CONCEALED IN WALL ROUTE (1) 1 AND (1) 2 CONDUIT UNDER SLAB ACCESIBLE CEILING SPACE. CONDUIT TO RESTROOM WALL, STUB OUT 8" ABOVE 6%6"x4" JUNCTION BOX DROPS ARE NOT ALLOWED AT LAY—IN CEILING AND TERMINATE WITH BUSHING COUNTERS. VERIFY LOCATIONS WITH STORE PLANNING SETUP SUPERVISOR. PHARMACY INTERIOR ELEVATION 16.603 PROVIDE RECESSED ALARM JUNCTION PHARMACY RACK POWER 3 BOX (WITH VERTICAL RACEWAY) AT NTS 06.30.06 ERX12L 1 /4" = 1'-0" 06.24.08 WRERX16L +84 (UNLESS NOTED OTHERWISE). 16.R53 FURNISH AND INSTALL PLASTIC NAMEPLATE WITH 3/4" MINIMUM, CONTRASTING COLOR ENGRAVED LETTERS AS SHOWN ON PANEL SCHEDULE FOR EACH PANELBOARD AND SWITCHBOARD. THE NAMEPLATE SHALL BE BOLTED OR POP—RIVETED TO EQUIPMENT. RELABEL EXISTING PANELS, ETC., AS SHOWN ON THE ELECTRICAL RISER -DIAGRAM. FURNISH AND INSTALL A TYPED CIRCUIT DIRECTORY IN EACH NEW PANELBOARD AND EACH EXISTING PANELBOARD AFFECTED BY CHANGES. ROUTE ALL CIRCUITRY THAT 16.WO6 120 VOLT IG CIRCUITS) (UPS): IS REQUIRED OVERHEAD TO FURNISH AND INSTALL NEW 20 AMP, 120 STRUCTURE THROUGH THE VOLT ISOLATED GROUND (IG) CIRCUIT(S). PROVIDED CHASE. FEED FROM NEAREST 120 VOLT IG PANEL, WITH ADEQUATE SPACE AND AMPACITY, AND ry SERVED FROM UPS. _ H2P-20 — _ 2 16.W08 16.W08 277 VOLT GENERAL LIGHTING - PROVIDE PINNACLE _ :::: - ._— ........_ --i.._ _. �...._ LP E2P-1T5-20'—G1G-277—W CIRCUIT(S): FURNISH AND INSTALL RECESSED FIXTURE NEW 20 AMP, 277 VOLT LIGHTING _T18 CIRCUIT(S). FEED FROM NEAREST -L_ 277 VOLT PANEL WITH ADEQUATE LP d - SPACE AND AMPACITY. 317 LP _ `-- 16.W12 ETHERNET CABLE: D INSTALL JUNCTION i A. FURNISH AN RnYPq Amn rnNnl]IT A� SHOWN ON CEILING. I LKMINA I L UUNUUI 1 AbUVr_ LI G WITH A D GREE BEND, AND CEI N 90 E d BUSHING ON BOTH ENDS OF CONDUIT. ._ _ L...._. 16. W06 / L1U-13 .. .---......_...__..__. B. STUB OUT 2" CONDUIT AT BAR .JOIST M ABOVE 14 L _...i j - LEVEL ABOVE SAO ES FLOORPCEIL NGC WITH TILIANG TO LP d �w _.—�._.....__..__�------- — BUSHING ON BOTH ENDS OF CONDUIT. ._.._._.. — 16.W74 PHARMACY PANEL: {� / LP L.. _..._........ ..... _ A. INSTALL NEW PANEL LP. COORDINATE CHECKED BY: KLS DRAWN BY: DRL PROTO: 192 PROTO CYCLE: 03-06-09 DOCUMENT DATE: 02-06-09 _..�i d _.� FINAL LOCATION GENERAL CONTRACTOR PRIOR TO FOR NEW PANEL WITH VERIFY ALL UNDERGROUND ROUGH—IN. FURNISH AND INSTALL A NEW +16" CONDUIT STUB UPS WITH 100A -3P CIRCUIT BREAKER IN NEW 16.W13 16 DIMENSIONS ON ARCHITECTURAL _ ___ .... ROUTE ALL CIRCUITRY THAT PANEL L1 D3. MATCH AIC RATING OF _.. p / PLANS TYP. —_ IS REQUIRED OVERHEAD TO BREAKERS WITH PANEL LP SCHEDULE. FEED 1 fi:&03-__._....__..._ STRUCTURE THROUGH THE WITH (4)#1, (1)#8G, AND (1)#81G IN 1&1/2" W j OVERHEAD ROLLING J... -- #10 2 C CLOSURE MOTOR PROVIDED CHASE. CONDUIT. REF. 1—E4 AND SHEET E4.1 INSTALL 3 BUTTON CONTROL - _.. 11 B. ALL BRANCH CIRCUIT BREAKERS SHALL LP A... ! STATION FOR OVERHEAD 01 1 - BE 20A SINGLE POLE CIRCUIT BREAKERS 16.228 ROLLING CLOSURE. {25A-1 P) ! I a 1 UNLESS OTHERWISE NOTED. E2.6 PANEL LP ( 16.W06 ... - 16.R53 OS 16.W74 ? 16.W12 LP LPPROVIDE (3) 2" CONDUITS FROM 12" ABOVE I__. NIGHT LIGHT 16.W72A 1 1 I PHARMACY SUSPENDED CEILING, THROUGH THE 2 DO NOT PROVIDED CHASE, TO ABOVE BAR JOIST. ROUTE i Ij SWITCH, TYP V + 0 CONDUIT TO THE TOP SIDE OF CABLE TRAY WITH r + CONDUIT CONNECTOR AND BUSHING EXTENDING I..... , L.. r.= ...... V .. t NO MORE THAN 1" OVER CABLE TRAY. PROVIDE BOX AND 3/4"C TO _. .163 T'P EACH DATA BOX INSIDE THE PHARMACY TO BE—C17)Cl ABOVE CEILING. COORDINATE PROVIDED WITH A SEPARATE 3/4" CONDUIT WITH MECHANICAL ROUTED FROM DATA BOX TO 12 ABOVE LAYIN CONTRACTOR CEILING UNLESS NOTED OTHERWISE. TERMINATE Y.l1 lMl 11T. 11/ITI I Ml IC`LIIAI/- DETAILS EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND » AS—BUILT CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO CAREFULLY 0 WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: F CONDITIONS THAT OCCUR DUE TO CONDITIONS. BECAUSE 0 FAILURE TO FAMILIARIZE WORKERS WITH THIS EPH1 KNOWLEDGE �I DETAILS EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND » AS—BUILT CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELVES WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO CAREFULLY 0 WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED SHEET: F CONDITIONS THAT OCCUR DUE TO CONDITIONS. BECAUSE 0 FAILURE TO FAMILIARIZE WORKERS WITH THIS EPH1 KNOWLEDGE