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""9 :r h r :a ,., ,s .� .. � �,: - .,:. , •,. ., r k a.: ,F 9'.r: 4 LIQUOR BOX ADDITION STORE NO.: 706 DATE: 1 2mO4m 15 1 a cn DRAWING INDEX- STRUCTURAL MECHANICAL ELECTRICAL__j • W SO LIQUOR BOX GENERAL NOTES M1 PARTIAL MECHANICAL PLANS E1 LIGHTING PLAN z GENERAL S1 LIQUOR BOX FOUNDATION PLAN AND DETAILS M2 MECHANICAL SCHEDULES E2 POWER PLAN DETAILS AND SCHEDULES am 1 0 U Cl COVER SHEET S2 LIQUOR BOX FRAMING PLAN AND DETAILS P1 PARTIAL PLUMBING PLANS RE1 REFRIGERATION ELECTRICAL PLAN W N1 GENERAL INFORMATION S2.1 CANOPY FRAMING DETAILS P1.1 PARTIAL PLUMBING PLANS REM1 REFRIGERATION EMS PLAN S3 GENERAL SCHEDULES AND DIAGRAMS P2 PLUMBING DETAILS EM1 EMS PLAN F P3 PLUMBING SCHEDULES EM2 SEQUENCES OF OPERATION A P3.1 PLUMBING SCHEDULES FIRE PROTECTION R1 LIQUOR BOX REFRIGERATION PLAN AND DETAILS p p FP1 OVERALL FIRE SPRINKLER PLAN R2 REFRIGERATION LEGENDS 00 ARCHITECTURAL FP2 ENLARGED FIRE SPRINKLER PLAN SP1 PARTIAL SITE PLAN AND DETAILS FP3 FIRE PROTECTION DETAILS D1 DEMOLITION PLAN AND DETAILS o Al FLOOR PLAN A1.1 ENLARGED PLANS AND SCHEDULES f F z A1.2 ENLARGED PLANS AND DETAILS �,5 - �;,�%'` A2 EXTERIOR ELEVATIONS SIGNAGE AND DETAILS A3 EXTERIOR WALL SECTIONS AND DETAILS ���\ �F°Z�NE� -7C��- o A4 DETAILS A 4.1 DETAILS 14 � � W Dy, z 0 W ISSUE BLOCK 0 Z R # 1 • ADD#3 07/11/16 IN BUILDING CODE SUMMARY DISTANCE OF TRAVEL: LIQUOR BOX ADDITION: PLUMBING FIXTU 3 a FPC AND RAPT R 4 2014 FBC GENERAL NOTES NAME OF PROJECT: ZEPHYRHILLS, FL 3 = INCHES REQUIRED Toth B 40 ,,,..., l /w COMMON PATH OF EGRESS TRAVEL -SECTION 1014.3: C T ER TABLE 3.1 014 FBC; SPRINKLERED 2 3'-0" DOOR X 3 64 INCHES PROVIDEDILDTNG` C f A STREET ADDRESS: 7631 GALL BLVD, ZEPHYRHILLS, FL 33541 100 - I 9 - INCHES PROVIDED LOAD DISTRIBUTION: 50% MALE AND 50% FEMALE EXIT ACCESS TRAVEL DISTANCE - SECTION 1016.1: TOTAL INCHES PROVIDED = 213 TOTAL INCHES PROVIDED DISTRIBUTION COUNT: 50 MALE AND 50 FEMALE STORE MANAGER: JAMES SCHRODER FBC; SPRINKLERED 250' �j 1. BUILDING ADDITION WILL BE FULLY SPRINKLERED PROPOSED USE: RETAIL "J`� �`� -' 21 3 AS REQUIRED BY CONTRACT DOCUMENTS. SUBMIT OCCUPANCY LOAD CALCULATIONS - TABLE 1004.1.1: LAVATORIES REQUIRED: 1/750 MALE & 1/750 FEMALE FIRE SPRINKLER SYSTEM DRAWINGS AND CODES- (',I ING FLORIDA BUILDINGY CODE 5TH EDITIONf (2014) BUILDING GROUND FLOOR RETAIL SALES: 2845 SF/ 30 = 95 MALE LAVATORIES: 50 /750 = 1 (1 PROVIDED) CALCULATIONS TO AUTHORITIES HAVING CHECKED BY: LP (f EX LD CODEISTING BUILDING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) EXISTING BUILDING STOCKROOMS: 909 SF/ 300 = 4 FEMALE LAVATORIES: 50 /750 = 1 (1 PROVIDED) JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL, EXrW- MECHANICAL CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) MECHANICAL ETC). OBTAIN ALL APPROVALS PRIOR TO DRAWN BY: JP FABRICATION OR INSTALLATION. PLUMBING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING PROTO: LBA TOTAL OCCUPANCY LOAD 99 WATER CLOSETS REQUIRED: 1/500 MALE & 1/500 FEMALE ELECTRICAL CODE: NATIONAL ELECTRIC CODE, 2011 MALE WATER CLOSETS: 50 /500 = 1 (1 PROVIDED) 2. OWNER WILL PROVIDE FIRE EXTINGn4F S.IN FIRE CODE: ( )ROTO CYCLE: 051514 FLORIDA FIRE PREVENTION CODE 5TH EDITION 2014 EGRESS WIDTH REQUIRED -SECTION 1005.1: FEMALE WATER CLOSETS: 50 /500 = 1 (1 PROVIDED) ACCORDANCE WITH NFPA 10 Al'AND 0QACCESSIBILITY CODE: EDITION (2014) ACCESSIBILITY AUTHORITY HAVING JURISDICTION OVE DOCUMENT DATE: 120415 EGRESS INCHES REQUIRED 0.2 INCHES PER PERSON SERVED (FBC) FINAL FIRE EXTINGUISHER LOCATIONS. FLORIDAL BUILDING M-MERCANTILE; WHOLESALE OR RETAIL STORE MAIN U�._� __..•�<.-.,�,�.�...... ^.,._....^•.,._.-"a_�.m..•'rW._ " MINIMUM CLEAR WIDTH = 32 INCHES FOR 3'-0" DOOR OPENING DRINKING FOUNTAINS REQUIRED: 1/1,000 OCCUPANTS 3. WALMART'S ALARM CENTRAL ENGINEERING TEAM OCCUPANCY: ( SE) - SECT. 309.1 45 INCHES FOR 4 -0" DOOR OPENING 99 OCCUPANTS/1,000 = 1 (2 PROVIDED) HAS CONTACTED THE AUTHORITY HAVING 129 INCHES FOR 12'-0" AUTOMATIC =b S1-STORAGE AREA;MOTOR VEHICLE SERVICE STATION SLIDING DOOR OPENING JURISDICTION FOR PRE -PLAN DATA ABOUT STATE ul AND RECEIVING AND STOCK ROOMS (MIXED USE) - SECT. 311.2 AND LOCAL REQUIREMENTS THAT DIFFER FROM THE >. ul EGRESS WIDTH REQUIRED (INCHES) EQUALS: NATIONALLY PUBLISHED CODES AND STANDARDS. A W � Z B-BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT. 304.1 a- a- -- (AREA OCCUPANT LOAD) X (EGRESS WIDTH PER PERSON SERVED) COMPLETE SITE SPECIFIC SUBMITTAL IS BEING Q W 2 MADE DIRECTLY TO THE AUTHORITY HAVING m JURISDICTION. QUESTIONS SHOULD BE DIRECTED TO u- 800-530-9924, OPTION 3. c W 0 z 4. THE MAXIMUM STORAGE HEIGHT IS TEN FEET. ' w TYPE OF CONSTRUCTION: 5B (SPRINKLERED) A PER SECT. 602.5 AND TABLES 601 AND 602 WIND SPEED AND DESIGN OC w �- ALLOWABLE AREA: UNLIMITED SECTION 507.3 NOTICE OF ACCEPTANCE PRESSURES LISTED ON STRUCTURAL DRAWINGS 5. REFER TO SPECIFICATION SECTIONS 01600 - V = z FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND PRODUCT REQUIREMENTS AND SECTION 01640 - - d IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE PRODUCT N.O.A. OWNER FURNISHED EQUIPMENT. THESE SECTIONS N Q SUB CATEGORY N.O.A. # INCLUDE SPECIFIC INFORMATION REGARDING ITEMS �y 0 w w AND COMPLIES WITH SECTION 507.3. UNLIMITED AREA CRITERIA IS APPLICABLE. CATEGORY EXPIRATION DATE 3 AND SERVICES TO BE FURNISHED AND INSTALLED W_ _.. __... -v ter- ✓- Z = Z Q BY INDIVIDUALS OTHER THAN THE GENERAL Lu F- Qz DOOR EXTERIOR MAY 07, 2017 I 15-0826.25 CONTRACTOR. W-� � o DOOR I 15-0930.05 U w AUTOMATIC 6CONTACT WALMART ROOFING MAINTENANCE VIA O p0 J DOOR APRIL 04, 2018 15-0127.07 . LID NG EMAIL AT ROOFPM®WAL-MART.COM FOR APPROVED o0 w 0g i BONDED ROOFERS. NO EXCEPTIONS. ❑ z VICINITY MAP uj '° • 7. INSTALL 5 DIA 48 LONG PVC TUBE WITH SCREW cn � � w w PANEL WALLS EIFS DECEMBER 20, 2016 15-09 9.16 ' Y z m N CAP FOR BUILDING ADDITION PLAN STORAGE. .23 MOUNT INSIDE MAIN ELECTRICAL ROOM AS a 0wLL ROOF ROOFING DECEMBER 06 2017 12-1113_ OO i- ' DIRECTED BY WALMART CONSTRUCTION MANAGER. 3 p dery k THIS WILL BE IN ADDITION TO EXISTING TUBES. a p. u. STOREFRONT Y T APRIL 15, 2019 14-0430.28z= �..:. L 8. REFER TO GENERAL CONTRACTOR PERMIT, F O rr ROOF HATCH DECEMBER 02, 2019 14-0708.07 a ` { REGISTRATION, NOTIFICATION INSPECTION & yQ '0� INSTALLER CERTIFICATION(GCPRN) REPORT LOCATED IGHAU IN GC PERMIT INFORMATION FOLDER ON OWNER'S • W �� I << .; °err, R� d r©o DOCUMENT DELIVERY WEBSITE. A `092 2a *� �tn'eM3rl FkrlV +e r PROJECT LOCATION#« , SHEET ARCHITECTURAL: STRUCTURAL: FIRE PROTECTION: ELECTRICAL: MECHANICAL BUILDING OFFICIAL I I CUHACI & PETERSON, LLC JOHNSTON BURKHOLDER ASSOCIATES HENDERSON ENGINEERS, INC. CUHACI & PETERSON CUHACI & PETERSON BILL BURGESS LEIGH PAULL BART J. HALVERSON DARRELL STEIN JAISON PRADEEP MORAS JOSE J. DIAZ-VELAZQUEZ BUILDING DEPARTMENT 1925 PROSPECT AVENUE 930 CENTRAL 8345 LENEXA DRIVE, SUITE 300 1925 PROSPECT AVENUE 1925 PROSPECT AVENUE 5335 8TH STREET SHEET: ORLANDO, FLORIDA 32814 KANSAS CITY, MISSOURI 64105 LENEXA, KANSAS 66214 ORLANDO, FLORIDA 32814 ORLANDO, FLORIDA 32814 ZEPHYRHILLS, FLORIDA 33542 c 1 407-661-9100 16-421-4200 1 1407-661-9100 407-661-9100 813-780-0020 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 �31 - COLOR INDICATOR Iddebb... FULL AND PARTIAL 8-A3 SECTION INDICATOR _ EXTERIOR AND INTERIOR 2-A2 ELEVATION INDICATOR SALES 100J ROOM NAME AND NUMBER A6 -- PARTITION TYPE INDICATOR 10 DOOR INDICATOR < WINDOW INDICATOR ( A COLUMN LINE INDICATOR ik 100'-O" HEIGHT ELEVATION INDICATOR Vp FF EL 100 0 " PLAN ELEVATION INDICATOR 5 A2 r- - ENLARGED DETAIL INDICATOR l J 5 A2 DETAIL INDICATOR DETAIL NAME - SCALE CODE INTERNAL INFORMATION ONLY TACTILE EXIT SIGN TACTILE SIGN REQUIREMENTS Al 1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH FB -i6W �AA�RXIT SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN CI DISCHARGE. REF FLOOR PLANS FOR LOCATIONS. 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIM ''''I D 11 11 1.PERCENT M I M Al OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. FB H EDI 10 - CC SS IL CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: 4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2" 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER SCENARIOS. PREFERRED SOLUTION SIGNS CONTAINING TACTILE 00 CHARACTERS SHALL BE r i LOCATED SO THAT THERE IS AN ---- 18"X18" CLEAR FLOOR AREA 18" CENTERED ON THE TACTILE 7� CHARACTERS MIN ALTERNATE SOLUTIONS A. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. C. WHEN SIGN IS REQUIRED AT A BANK OF DOORS, PLACE (1) SIGN BETWEEN JAMBS. IF JAMB IS NOT WIDE ENOUGH FOR SIGNAGE, PLACE (1) SIGN AT RIGHT SIDE OF BANK OF DOORS. E. WHERE WALL STANDARDS, GONDOLAS OR WAREHOUSE RACKS IMPEDE THE REQUIRED CLEAR FLOOR AREA, MOUNT SIGN DIRECTLY TO DOOR. ENSURE DOOR HAS AUTOMATIC CLOSER AND DOES NOT HAVE A HOLD -OPEN DEVICE. B. THE REQUIRED SIGNAGE MAY BE INSTALLED SO THAT THE CLEAR FLOOR AREA IS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. r-- D. WHERE FIXTURES IMPEDE THE REQUIRED CLEAR FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES. i 12" MIN F. AT EGRESS DOORS IN THE GARDEN CENTER WHERE THERE IS NOT AMPLE WALL SPACE FOR SIGNAGE, MOUNT SIGN DIRECTLY TO DOOR. ENSURE DOOR HAS AUTOMATIC CLOSER AND DOES NOT HAVE A HOLD -OPEN DEVICE. SIGNAGE LEGEND 4 r '--SIGN, REF NOTE 3. w \ --, G. AUTOMATIC SLIDING DOOR TACTILE SIGNAGE CANNOT BE LOCATED ON AUTOMATIC SLIDING DOOR PANEI:s. 'REFERRED (RIGHT-HAND ;IDE, ADJACENT TO )OOR) kLTERNATE LOCATION (NEAREST ADJACENT WALL, RIGHT-HAND SIDE OF OPENING PREFERRED) GN 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION B. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE MATERIALS OR FINISHES. Al 5. AC ESSIB E IG AG SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH B -5TH IT N-A E SIB LIT SITE VERIFICATION REQUIREMENTS: 1. THE ARCHITECT HAS MADE A LIMITED VISIT TO OBSERVE EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS OBSERVED 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 OR ENGINEER 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 WALMART 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 WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 5. 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. 6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 7. 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-ADAAG (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. 8. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS IN THE EXISTING BUILDING'S EXTERIOR WALL(S). 9. 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 AND ARCHITECT PRIOR TO CONSTRUCTION. 10. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE WALMART CONSTRUCTION MANAGER 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. INTERNAL COMBUSTION ENGINES MAY BE USED INSIDE THE ENCLOSED BUILDING ONLY WHEN POWERED BY PROPANE. THERE WILL BE NO ADDITIONAL COMPENSATION OR EXTENSION OF CONTRACT TIME IF EQUIPMENT IS REMOVED FROM SITE BY WAL-MART DUE TO USE OF OTHER FUELS INSIDE THE ENCLOSED BUILDING. a. PROPANE POWERED EQUIPMENT USED INSIDE THE ENCLOSED BUILDING SHALL HAVE CATALYTIC CONVERTERS ON MUFFLERS AND SHALL BE MAINTAINED AND OPERATED TO ENSURE COMPLIANCE WITH LOCAL, STATE, AND FEDERAL INDOOR AIR QUALITY REGULATIONS. b. PROVIDE STORAGE AND HANDLING OF PROPANE FUELS IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 1) NO PROPANE SHALL REMAIN INSIDE BUILDING EXCEPT DURING OPERATION OF PROPANE EQUIPMENT. 2) EQUIPMENT SHALL BE RE -FUELED OUTSIDE THE BUILDING. 3. CORDS FOR ELECTRICAL EQUIPMENT SHALL BE SIZED ADEQUATELY FOR VOLTAGE, CURRENT LOAD, AND LENGTH, WHETHER TO GENERATOR OR EXISTING POWER SUPPLY (REFERENCE SECTION 01500). 4. ROUTE EQUIPMENT CORDS AND HOSES IN COMPLIANCE WITH APPLICABLE OSHA REQUIREMENTS. 5. 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. 6. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE EXISTING BUILDING. 7. ANY DAMAGE TO WALMART'S PROPERTY WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. 8. THE INTEGRITY OF THE EXISTING BUILDING SECURITY SHALL BE MAINTAINED AT ALL TIMES. THE EXISTING BUILDING SHALL BE KEPT SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. 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. 9. 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 THE NEW ADDITION. 10. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED, SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 12. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 13. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER. 14. 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. 15. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES. 16. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT/ENGINEER FOR VERIFICATIONS, RESPONSES, AND SUBMITTALS. 17. 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). 18. THE GENERAL CONTRACTOR SHALL HIRE A LICENSED FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE SPRINKLER WORK SHALL BE DONE UNDER SEPARATE PERMIT. 19. ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 20.MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 21. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. DEMOLITION 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 MAY INCLUDE, BUT NOT BE LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWINGS 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 SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WALMART WILL REINSTALL EXISTING SIGNAGE OR INSTALL NEW SIGNAGE AT COMPLETION OF ADDITION. 6. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE ARCHITECTURAL DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACRYL ACRYLIC ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY CONST CONSTRUCTION CONT CONTINUOUS CU CONDENSING UNIT DIA DIAMETER DSD DIRECTS SHIPPING DELIVERY EAS ELECTRONIC ARTICLE SURVEILLANCE 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 GYP BD I GYPSUM BOARD H HEIGHT HC HANDICAP HDTV HIGH DEFINITION TELEVISION HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION T HEIGHT INFO INFORMATION ISO ISOLATION KSI KIPS PER SQUARE INCH L LENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL ME MASONRY ELEVATION MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PFC PAINT FIX CLEAN PL PLATE PLAM PLASTIC LAMINATE PLAST PLASTIC PLF POUNDS PER LINEAR FOOT PMEJ PREMOLDED EXPANSION JOINT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QTY QUANTITY RC REFRIGERATION CONTRACTOR REF REFER TO REINF REINFORCING s"k SDI I STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STRUC STRUCTURAL T&B I TOP AND BOTTOM TO I TOP OF TOC/TC I TOP OF CONCRETE TOP/TP I TOP OF PAVING TOS TOP OF STEEL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE Nvi DEFINITION LEGEND FINAL MERCHANDISE PLAN - FINALIZED MERCHANDISE PRINT FROM WALMART ALSO REFERRED TO AS THE DEAL BOX COPY � N � O O U M� 0 a vA t Y U �� o e w wwo w O I--- 0wi� QVU�'"O J -ww >wo 0 � Q Q r Q O O N= Z Q N= OfWspa J ww wc�po 6 O w z a ��=-o LL a� >-aor Xp NU V�1LL7wa<X 0 'w:<r z QL� O�NgQwWNd< p 3c��Wa�o� �za�w ra ow wzoNo<ow.OWoV zr z(nJou5)J�Ovui OfvNO� - �zwo-jwwzmUwoQ:zow oo� woWa�wm Nwa=zWmowwuioo5o>- �_o=)wa]wM"omcLaoa z 0 O O E• ra � © cocr 0 as 00 CD O � z R� w E O c� o' 0 I- o 0 U N a � z W 0 ISSUE BLOCK ,& I ADD#3 I 07/11/16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 GENERAL INFORMATION SHEET: N 1 V V SITE PAVING CONCRETE SLAB REF STRUCTURAL FOR REINFORCING REF STRUCTURAL BASE MATERIAL REF STRUCTURAL SUBBASE/SUBGRADE REF STRUCTURAL PAVING SECTION io 1/2"=1' 102811 SP010-007 > EXTERIOR FACE OF WALL 3 8"x8" CONCRETE CURB WHERE SHOWN ON 8�, PLAN N a 1/2" PRE MOLDED a EXPANSION JOINT j AND SEALANT #4x8" DOWELS EMBED IN EPDXY ADHESIVE r� WITH 2" EMBEDMENT SECTION AT 24" OC 1 /2" PRE MOLDED EXPANSION JOINT OUTSIDE CORNER OR 1 AND SEALANT 1� EDGE OF DOOR OPENING WALL LINE CONCRETE CURB WHERE SHOWN ON PLAN MATCH JOINT LOCATIONS IN SIDEWALK PLAN CART CURB g� 3/4" = 1'-0" 072712 SP01-008 NO REINFORCING AT SIM CONDITION BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PLASTIC BOLLARD SLEEVE REF SPECIFICATIONS 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONCRETE PATTERNED CONCRETE AREA z REF SP1 FOR LENGTH - CONT 1 /2" PMEJ AND SEALANT AROUND PATTERNED w CONCRETE AREA TYP REF PLAN---)3'-0" PAVING SLOPE E - I � REINFORCING WHERE II BASE MATERIAL REQUIRED - of REF STRUC I I °A. II REF STRUCTURAL HOLD TOP OF __ CONCRETE SLAB FOOTING DOWN III.' 16" FROM =11 .°< I PLACE FINISHED SURFACE FINISHED II I= TIGHT TO BOLLARD SURFACE -II �. II ELEVATION I I „ 18 DIAMETER FOOTING _ _ I - SUBBASE/SUBGRADE =11=III=III =11 REF STRUCTURAL r �� B�O LLARD 102612 c/sp021-010 3/4" TOOLED RADIUS EDGE PAINT ON FACE AND 6" ON TOP AS INDICATED REF SP1 BROOM FINISH TYPICAL CONCRETE SLAB PAVING REF STRUCTURAL FOR REINFORCING CROSS SLOPE NOT REF STRUCTURAL TO EXCEED 2% SLOPE d o 111= I I=1 11= III-III-�' BASE MATERIAL II II' REF STRUC ��=III 1�1=III �I =III III -III III- SUBBASE/SUBGRADE REF STRUC SIDEWALK SECTION NOTE: SPOT ELEVATIONS AND DIMENSIONS INDICATED ARE TYPICAL UNLESS OTHERWISE NOTED ON 1-SP1 99.92' 0 0 r----� o 0 � 1 100.00' 1 1 d 1'-4" 1'-2" 4-� -4l-\\'-- CONT 1 /2" PMEJ SINGLE DOOR DOUBLE DOOR AND SEALANT AT STOOP NOTE: REF STRUC FOR SECTION STOOP P�LAMNSTY�Pl CAL 1/8" = 1' - 0" 103108 SP010-006 #4x18" SMOOTH DOWEL AT 18" OC EPDXY SET 8" MIN INTO EXISTING CONCRETE EXPANSION CAP AND GREASE END OF DOWEL AT NEW CONCRETE JOINT SEALANT ON 1 /2" EXPANSION FILLER 4" CONCRETE SLAB EXISTING FLATWORK --- ---------- a na - V' AGGREGATE BASE SAWCUT AND REMOVE REF SPEC EXISTING CONCRETE SLAB TO PROVIDE CLEAN EDGE FLATWORK JOINT 3/4" = 1'-O" SP010-005 PLASTIC BOLLARD SLEEVE. REF SPECS 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP PAVING OR CONCRETE SLAB 1/2" PMEJ AND SEALANT 18" DIAMETER CONCRETE FOOTING 4 U V L J L./ L LL M I N LI 1 /2" = 1'-O" 062510 SP010-004 1/4" DEEP SEALANT AND BACKER ROD OR DEPTH AS RECOMMENDED BY 1/4" MANUFACTURER Z CONTRACTION JOINT Y � FOR METHOD o REF SPECS O] D a cn D a . NOTE: o FILL ALL EXTERIOR CONTRACTION JOINTS. REF SPECS d p. AGGREGATE BASE REF SPEC EXTERI 3 PAVIN ( OR SIDEWALK/ CONTRACTION Ji _`w> '^r° �✓ _"�r`.v v v`-°°ar `,,,nor-` `vim or -�--v- `v°'v-.vnv,-..•, . .r-v -. EXISTING PAVING PMEJ AND SEALANT CONCRETE SLAB EXTERIOR FACE OF WALL BROOM FINISH TYPICAL CROSS SLOPE NOT TO EXCEED 1 REF PLAN SLOPE d - G 7 II=III-III BASE MATERIAL I1=1II II -II' REF STRUC - SUBBASE/SUBGRADE REF STRUC -1 I„ �I I I III J II I 17 CONT 1 /2" PMEJ AND SEALANT - CONT 1 /2" PMEJ AND SEALANT Fr AROUND PATTERNED CONCRETE AREA t n SIDEWALK S E�C1 d d d < �i ° d d 4 d O n D m C c_— V CIO m F m � d d d, d 4 d d � 4 0 I 00 N Lo co 0 a dcl � 22' 6' d (2) EQ SPACES cq d � 4 �O d 'T -= d. . fw.�1 d r d d d <a A o d cr 5'-3" 5'-6" A ['� 16'-1" (2) E SPACE Q d .5 6. < FV d 4. d 4 < 3-SP1 TYP 11'-4". 9'-2„ 4 99.88' < FV 2 4 < d d 6 N I� 10'-0" 11'-8" 10'-10" 15'-0" 11'-11" 9'-2" Ir Ir 68'-6" PARTIAL SITE PLAN o LL- MATCH EXIST MATCH EXIST � N O � O U t 0 c.}�� V w a W w W n w Zvi xoZw � o LZ' zW.F=Z3 w ���w ajou--O¢< W� �H z-IPozW Q Q H O J O O N= z¢ N T C dW 0¢ WW Uf7Z'oo- p �� 3z¢ Jw�F IL 0- rQZOIOZ F¢�WFO J z QL� ��W¢XtnWp�Qr p 3CLL—'Lo W02'zo ~ 2DNi2Lf�wuljJvi vi0NuO wzJOJaU-wowwZpw O w 0w' a-Nw=on-000sOr Dwaa�iNz co uow(Lwawom z 0� A co ova O O � cr O r M--4 O � z W �...q cc U z W 0 ISSUE BLOCK PR#1 08/ 22/14 d ADD#3 07/11/16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 PARTIAL SITE PLAN AND DETAILS SHEET: SP1 1 /2" = 1' - 0" 012712 C/SP021-003 1 /2" = 1'-O" 012910 1/16"=1'-O" 020714 SP010-001-f I I RAL CONTRACTOR SHALL EPLACE ANY DAMAGED FLOOR F TILENSTALLATION OR REMOVAL OF ........ RY SECURITY ENCLOSURE. ( I CONTINUOUS SEALANT I REMOVE PORTION OF I .. . 2x WOOD PLATE I EXISTING CONCRETE I I SIDEWALK FIELD VERIFY EXTENTS 1 /2" C/D EXT. PLYWOOD I I I I... . SCREWED TO STUDS OVER 6 I I I.,..._... MIL CLEAR POLY SHEETS I I I EXISTING WALL TO I REMAIN �- —----------Z---- o � LINE OF NEW I. I I I SALES DEMO AREA I I. I I. EXTENTS OF NEW FLATWORK n '\�� z w a ",—]---.--.--�......... 2x4 STUDS ® 24" I j ..... I'....... I....... . OC (TYPICAL) z I.................�........ z...... I... ca I' I I. CONTINUOUS SEALANT w =- ==- =- .-.- BOTH SIDES OF SILL . .-L-.=. .-.=. I PLATE 2'-0" MAX 2x4 TREATED WOOD y -- SILL PLATE 2 SECURITY ENCLOSURE DEMOLITION PLAN 3/4"=1'-O" C\DO10-002 1/8"=1'-O" 020714 D010-001-f Al LJ W L' O LLJ U) o NZz- 'w m, 0a0�o O w Z Ld WFN-N1Wi d' a jUw0a< H L`-•w Z�HOZW a 2 O a O W- a N W aw ~oaJ0WNc=)oZ�� wU o O� a� }ao�ZIL�ajw?o U N N a a D N N- W x N W o 0 a} O 3v�w�MoXwWZa�r¢ W Zo W�d'7W W O0' QZNJ� N OI-N_OLOjJ�ONO J �a JOB N�UK}NL�-U D Za� m O J U w W UQ� W Z U W d DO= hw-W m w O�,�j � d z=$ �m F- NwaZr�OwwO0.<a3, �Z)Nu0voia.waawoa� z 0 %49 E A 0 co 0 O O 0 0 Op UDco �CD �o r. � z L,J r 0 �O°' P— o N a w z 0 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 DEMOLITION PLAN SHEET: Dl - - - - - - - H.6 - - ram.... �.......�.®..».».-»w,......::w�,�. _� a € �- •. r�o � £ E P € €�.-,...€ ..... BIKE. L'm� r 12'H DEL! �CJ•,GR -� 0 E � v 0— a-- L (D-- REF ELECTRICAL FOR SOW IN THIS AREA. rc- B. 4 A.9 -; ......... .. 1I Y �I G.5 - . . . . . . . . _ `J I I I I I L2 i—I L_j il_j . CUSTOMER AREA r - __ _®. _..�� 1_ _ . _ »_ i - _ �_ _ I _ _��___ -. _ _ -. _ _ - -I - - --� ___ - - I - _ ___-®_ SERVICE AREA __ _-. Ir==171+ - E.5 C I I I 1 I . . . . . . . . . . . . . . . . ....... I ❑ I ( I I I 1.6.4 ....... � r I. I... qqq I. ®. �yIC C)IVALDS RFC PQ$T �/M W10tVEl - - Exarnw RR TEs w Wm VISION_ - aIRTAICU RTAII '. .� .I. .� STORA — — — — — — — — — UA5 ELECTRIC WAL-MART MONEY ..r::: 0 EQUIP. ®® . CENTER. 1 . . . . . . . . . PICTURE ME MEN WOMEPJ C_L�-3 . i . PORTRAIT I I I � . STUDlO . . I . NAILPORT . � GORRIDO . I . . SERVICE Ii. .I . JI Al . 1 1t .CUSTOMER . NTACT .CART STORAGE J . CARTSTORAGE . COUNT CASH . R OPTICAL VESTIBULE VE5T16ULE. ELECTRIC EXAM REEORD SALES .' A P�OFF - RETENTIO _ _ _ _ _ _ _ _ J — I( '--LOPE OF WORK LOCATED IN I I ( 4EE OTHER INCOME ST VE7-13-201 SHADED AREAS. TYP. ® OTA AND BROW II I I I I I I i I I I I I I I I 0.9 1 2 3 4 5 6 7 8 9 10 11 12 13 13.6 14 14.1 15 15.3 [ � N a ¢U 4� a U 8 0 ezg ezg U � a k+ a . UY� >o s 4b a' O U rn� LLJ w � Wwo Li x o Nwn I- z L, NzxwF- 22p wZ z 3 w o 0, 0lwiw QOf J a Q irF o Q iU o w= z a W w O iH �ZaQi`LLj Z)Z LL_0 am }ao� zo_Xas�p (n U V) I n w Q XzE�D wS�-ao6wV) TO 14zow owsW6Qwa�oQr-}fa5 �znNoW:ozQ J �<_jw-wNycw�w�Nwv_�o ozmmom00wr3Lw-j zUw d o=F mwWiz§LJm Nwaz�`'�owu-ooc�¢o} ~ rnwoa5(2rnwwxzll�xa N �xlvUorndo�aawoa� z 0 O O H ca � co 0 as O � o � z w �..' 0: O ° rn 0 0 lcQ � w z O ISSUE BLOCK Q ADD#3 07/11/16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 FLOOR PLAN FLOOR PLAN 1 1 "=20'-O" 022307 A010-001-7 SHEET: Al ROOM FINISH SCHEDULE SCHEDULE FINISH KEY RM # ROOM NAME B PLAN FLOOR CEILINGS NOTES RM # REF SPECIF C D REFERENCE FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT�� ORIENTATION A 3 3 B6 PLASTIC BASE 950 LIQUOR SALES EC - - - C,G DBPS/P131 B6,B11 G,N P131 - - - C P131 B6 C,G P131 F P131 --- 9,34 950 951 LIQUOR COOLER EC --- N - - - - - - N --- --- N --- --- N - - - N - - - - - - 27,33 951 g11 PLASTIC BASE P C 0 IL 952 LIQUOR STOCKROOM EC WB G,L,N,F --- - 3 C --- - 3 C --- --- ETR,N --- F --- --- 1,5,32 952 Cj_q PORCELAIN WALL TILE 953 WOMEN CT42,G1 REF A4 G 131,CT45,G4 REF A4 G P131,CT45,G4 REF A4 G P131,CT45,G4 REF A4 3 G P131,CT45,G4 G P1 1 9'-0" 953 CT45 954 MEN CT42,G1 REF A4 G P131,CT45,G4 REF A G P131,CT45,G4 REF A G P131,CT45,G4 REF A4 G P131,CT45,G4 G P131 9'-0" 954 EC NATURAL COLORED CONCF G1 GROUT 955 JANITOR EC --- G - B7 G --- G --- SC 7 C P131 --- --- 16 955 G R UT 956 ALCOVE EC B6 G P131 B6 G P131 B6 G P131 3 B6 G P13 G P131 9'-0" 956 NRP1 NON -FIBERGLASS ROOM FINISH SCHEDULE NOTES: c AO11-SNb FINISH SCH D MAT KEY C AO11-MKb FINISH SCHEDULE GENERAL NO S C AO11-SGN REINFORCED PLASTIC INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 48" HIGH BEHIND 2x8 WOOD BASE AT A EXTERIOR PIPE BOLLARDS P5 P5 PAINT B NOT USED P16 PAINT 1 GYPSUM WALLS ONLY, REF PLANS FOR LOCATION I ST L 4'- G P T TI RF CI G AI SC T """ - C PAINT ALL METAL DOOR FRAMES VISIBLE EXTERIOR WALLS) WITH EPDXY PAINT. STOMER EF P162. 3 (EXCEPT DOORS IN P33 P IN 3CHAINLINK P 6 AI T 0 A T AL S, E R 0 P IFI A N F I IN D REFER TO SPECIFICATIONS FOR ALTERNATE PRODUCTS P57 PAINT 9 PAINT SALES FLOOR AIR GRILLES IN GYP BOARD WALLS TO MATCH ADJACENT WALLS. E PAINT CMU P105 BEHIND ALL FURRED WALLS P88 PAINT 15 REFER TO INTERIOR ELEVATIONS AND FLOOR FINISH PLAN FOR AREAS WITH DECORATIVE FINISHES F ALL PLYWOOD TYPE 1, UNO. P94 PAINT 16 REFER TO DETAIL 5-A1.1 FOR NRP PANEL ON WALL BEHIND MOPSINK E PAINT CMU P131 BEHIND ALL FURRED WALLS 27 PROVIDE CONTINUOUS SILICONE CAULK BEAD WITH FINGER COVE AT FLOOR WALL JUNCTURE 1 T,. 32 DO NOT PAINT STRUCTURE ABOVE WALK-IN PANEL P105 PAINT C I T _,,WALK-IN COOLER BOX SUBTRACT 5" FOR INTERIOR HEIGHT)1 4 P I 34 P INT M TAL JOTS AND DU KWORK P131 P127 PAINT DETAIL REFERENCES ARE TO SHEET A4.1 UNO Q 1 P131 PAINT MARK ROOM NAME DOOR FRAME FIRE NOTES MARK P162 PAINT TYPE MATERIAL COLOR QTY NOMINAL SIZE GLASS TYPE MATERIAL COLOR DETAIL RATING x D W H T HEAD JAMB THRESHOLD MINIMUM 3 DBPS ECOR TI E BRICK PAN L SYSTEM 909A PRODUCE PREP F HM STL P16 1 3'-0" J 1 3 4" - - - 2 ALUM P16 5 4 3 - - - 15 909A 950A LIQUOR SALES BB ALUM --- 1 12'-0" s' 7' -8" 1 1/2" TEMP - - - ALUM --- 3 8 7 6 - - - 2,3,9,22 950A 952A LIQUOR STOCKROOM F HM STL P162 PR 3'-0" 7'-0" 1 3/4" --- 2 HM STL P162 5 4 3 - - - 6,15,22 952A 95 B LI UOR S OC R OM PLAT BLA K 1 '- 9'-0 --- C YL --- S L P36 10 9 --- - - - 1318 95 B 3 953A WOMEN F HM STL P162 1 3'-0" 7'-0" 1 3/4" - - - 1 HM STL P162 2 1 - - - - - - 18 953A 954A MEN F HM STL P162 1 3'-0" 7'-0" 1 3/4" --- 1 HM STL P162 2 1 --- --- 18 954A 955A JANITOR F HM STL P162 1 2'-10" 7'-0" 1 3 4" --- 1 HM STL P162 2 1 --- --- 18 954A DOOR SCHEDULE NOTES 3 C/AO11-DS-NOTESb 1 SCHEDULED WIDTH AND HEIGHT ARE ROUGH OPENING SIZE NOT USED 2 AUTOMATIC OPENING DOOR. SCHEDULED DOOR SIZES ARE FRAME OUTSIDE DIMENSIONS 7 _ 3 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND , TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". SIGNAGE FURNISHED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR. 6 EXIT DEVICE AS SPECIFIED 9 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN". 3 13 DOORS TO BE FACTORY FINISHED, DO NOT PAINT 15 REF A2 FOR EXTERIOR DOOR AND FRAME COLOR GYPSUM BOARD CONTROL 18 METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPDXY PAINT JOINT EA SIDE, REF 2-A4-- MOTION DETECTOR TYP _ 2 N 2' 2" 2" SLIDE SLIDE_ 0 �L MUNTIN BAR BRUSH OR GASKET AS SUPPLIED AT ENTIRE PERIMETER CLEAR VIEW VISION PANEL _ O I OPEN TO ALCOVE 2" CRASH BARS i AT 6" AND 24" 5"x18" STEEL GUARDS NOTE: INSTALL BASE AFTER MERCHANDISE [:::g��JAMB TYP �° RACKS ARE SET 2 -0 HIGH IMPACT g g 10" BOTTOM STILES E F BUMPER ON HOLLOW METAL HOLLOW METAL AUTOMATIC SLIDING TYP FULL HEIGHT EACH SIDE FLUSH c/Aoso-o1 c\Aoso-FT2 EXTEND BASE TO SO-SX-SX-SO TRAFFIC OF DOOR °\Ao11-DRF 113°01 FIRST MERCHANDISE RACK REF PLAN B6 C/AOBO-DRBBA C\AO11-DRE FIELD VERIFY TYP 072707 3 ...m....^._.,.,W"a.....✓',.._,.i"*,.,'`'..-.^,,,_..rM,,._.,`.....°',a.....w.^"„,.,....s.n,._....�1.M..a.*,.......r'a,._✓'.y._.r`.. DOOR AND FRAME TYPES SALES WALL ELEVATION 8 3/16"=1'-0" 6 1 /4"=1'-O" 082710 A011706 1 „ 14 -8 Q REF 14,21-A4.1 FORLo 0.9 1 12'-1" � 8 JAMB CONDITIONS 4-A4.1 II 00 4- A4.1 �\ 0 3 � o 6'-0" 2'-9» 6'-0" O ALUMINUM � WINDOW TYP EN L/ FLOO 4 1 /4„=Ill- O„ 3'-02„ 6'-0, 3>-02>, � � Q co O ALUMINUM ❑L� Q 1. �� 1 R OOF SLOPE ...... 8"x8'> Q I ' ON ENSING 7.03. U IT TYPICAL I R EP I 1I 1I04 2g'-5" ,la EXIST TYP 4-A, A011-FKb TIONS FOR EXACT COLORS REQUIRED KEYNOTES SHEET NOTES ROOF PLAN NOTES 1.01 SIGNAGE REF N1 "� 1. REFER TO MECHANICAL DRAWINGS FOR VENT BLACK _ k 1 4 1.52 REFRIGERATED CASE CORNER PROTECTION 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF LOCATIONS BLACK 10"x 5 8" STUD/CMU UNO 6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x 2. PROVIDE CRICKET AT MECHANICAL EQUIPMENT, G Y 1 "x 3 2. PROVIDE BATT INSULATION FOR WHITE 4"x 8"x 3 8" WOOD BASE SOUNDPROOFING IN TOILET ROOM PARTITIONS. RTU'S, ETC. INSTALL ROOFING INSULATION WITH 7.03 METAL GUTTER, PAINTED, UNLESS NOTED 1/2" PER FOOT SLOPE TO PROVIDE POSITIVE AS R 0 OTHERWISE M SIZE NOTED BESIDE 3. WALMART FURNISHED AND INSTALLED ITEMS DRAINAGE AROUND UNITS DARK GRAY ( SHOWN DASHED UNO KEYNOTE) OUPE 3 4. SEAL PERIMETER OF TOILETS TO WALLS AND 3. MAINTAIN 8" MIN FROM TOP OF ROOF 7.09 METAL DOWNSPOUT, PAINTED, UNLESS FLOORS. SEAL PERIMETER OF SINKS TO WALL. MEMBRANE TO TOP OF CURB AT CRICKETS WHITE NRP WALL PANEL NOTED OTHERWISE (SIZE NOTED BESIDE 5. DIMENSIONS OF REFRIGERATED CASES ARE TO KEYNOTE "SAFETY YELLOW" OSHA STANDARD ) THE OUTERMOST POINTS OF THE CASES; 4. REF 12-A3 FOR TYPICAL ROOF PENETRATION "SOFTWARE" SW #7074 7.35 SINGLE PLY ROOFING 3 ENDCAPS AND BUMPERS ARE CONSIDERED DETAILS "D V HI W 6 85 9.51 "GYPSUM BOARD INSTALLED TO FACE PART OF THE CASE WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLAN ARE FOR 5. LOCATIONS OF RTU'S, AND CONDENSERS ARE ' DO IN W 6 85 OF WALK-IN AS INDICATED PLANS. LAYOUT OF OWNER -FURNISHED ITEMS ONLY APPROXIMATE, CONTRACTOR MAY ADJUST "ROYCROFT PEWTER" SW #2848 FASTENERS NOT EXCEED 1"IN LENGTH. AND ARE NOTE TO BE USED FOR LOCATION OF LOCATIONS SO EDGES OF CURB FALL WITHIN "ROOKWOOD CLAY" SW #2823 WALLS AND OTHER CONTRACTOR BUILT ITEMS. 3" OF JOIST PANEL POINTS. IF CURB 10.03 ELECTRIC HAND DRYER 6. PROPER INSTALLATION OF JOINT SEALANTS IS CANNOT BE ADJUSTED SO BOTH CURB "EXTERIOR DROMEDARY CAMEL" 10.06 TOILET PAPER HOLDER CRITICAL TO MEETING WALMART QUALITY EDGES ARE WITHIN 3" OF JOIST PANEL SW #7694 (EXT) ASSURANCE STANDARDS. PROVIDE SEALANTS POINTS, ADD REINFORCING PER STRUC TO 10.07 SANITARY NAPKIN DISPOSAL IN ACCORDANCE WITH DRAWINGS AND JOIST WHERE CURB EDGE/EDGES ARE MORE "ICELANDIC" SW #6526 10.11 MIRROR SPECIFICATIONS. REFERENCE SECTION 07900 THEN 3" FROM JOINT PANEL POINT. REF ry` D AR "� 2 FOR SEALANT SCHEDULE STRUCTURAL "FRESCO CREAM" SW 7719 10.12 TOILET SEAT COVER DISPENSER 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS •10.14 GRAB BARS (INSTALL PLYWOOD BACKING SHALL BE SEALED AS REQUIRED FOR A "WHITE FLOWER" SW 7102 IN WALLS) COMPLETE AND PROPER INSTALLATION, ROOF LEGEND "PEPPERCORN" SW #7674 10.29 SOAP DISPENSER MOUNT AS SHOWN IN REGARDLESS OF WHETHER SHOWN ON THE .PLAN WITH TOP OF DISPENSER 46" AFF DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR 10.44 PROVIDE TACTILE "EXIT" SIGN, REF N1 SCHEDULED SHALL BE SEALED WITH SEALANTS EXHAUST FAN CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION. RTU REFRIGERATED CASE LEGEND NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL SUPPLIED INSTALLED FINAL NOTES BY BY CONNECT 3 RD3007.042 2 MDS BEER (TOP FED) KYSOR/WARREN DX6LD WM GC RC 5 MISC. GROCERY EQUIPMENT LEGEND NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL SUPPLIED INSTALLED FINAL NOTES BY BY CONNECT MG003H - WALK-IN FREEZER/COOLER PANELS HILL PHOENIX SWF WM ES - - MG008 1 ICE MAKER MERCHANDISER LEER IF-100-1 WM ES GC 1,13 OTE: MG016 9 GLASS MERCHANDISE DOORS COMMERCIAL G1 WM ES RC 12 NK MAY NOT BE CENTERED IN AREA OF NRP OR PAINTED CMU AS SHOWN MG019 9 GRAVITY FLOW SHLVL1G DE IN GLO AL R-15-L WM ES - - 4'-0" 4'-0" MG060 1 HD GLASS DOOR ANTHONY 103 B WM _ ES - - 4' X 8' SHEET OF EQUIPMENT NOTESy , ON ALL EDGES Q 1. REFERENCE SHEET A1.1 FOR EQUIPMENT LOCATION 5. EQUIPMENT SUPPLIED TO HAVE TRIMITE SPANGLED SILVER PAINTED EXTERIOR, WITH BLACK INTERIOR AND COLOR BANDS. PDX 12. DOOR FRAMES TO BE CHROME 13. CONNECTED AND INSTALLED BY SUPPLIER. GC TO COORDINATE CONNECTION LOCATIONS FOR MAINTENANCE WITH SUPPLIER, REF MEP 00 SEAL MOPSINK AT ABBREVIATION KEY MOP FLOOR LINE AND MOP ES EQUIPMENT SUPPLIER RC REFRIGERATION CONTRACTOR, REF SPEC 15600 .SINK. ADJACENT TO WALLS SINK GC GENERAL CONTRACTOR WM WALMART B6 BASE AS B6 SCHEDULED AT INTERIOR WALLS AT MASONRY WALLS ELEVATION AT MOP SIN 5 1/4"=V-O" 012811 A011-005 DUOR STOCKRQT (DO NOT PAINIT) EC LIQUOR COOLER X B.5 - - - - - - - - P131 IC B 11 METAL CANOPY DECK, REF STRUC. 7.09 4" 0 66f X4 P 131 PAINT COLUMNS AND GIRDERS RUNNING PARALLEL TO AND WITHIN 12" OF ADJACENT WALLS SAME COLOR AS WALL WHERE VISIBLE IN SALES B A. LIQUOR SALES P131 EC P 131 B6 DBPSDECORATIVE BRICK PANEL SYSTEM BEST PANEL COMPANY UTIL-A-CRETE PANEL SYSTEM INSTALL PER MANUFACTURER INSTRUCTIONS CONTACT: GABE POWERS PHONE: 502-558-4612 P131 ABOVE 13'-4" AFF TO DECK IDBPSI FF TO 13'-4" AFF FIRE RISER. REF FIRE PROTECTION 4'-0" 6'-4" MO i N I WOMEN CT a d" Q �Q O II I I II f II MEN CT 00 N N Q I 1 00 I I rn 00 0 N 40'-8" 30'-4" 10.44 F-MG003H �.._ A 10' LIQUORS 951 = STOCKROOM, REF 2-A1.2 ENLARGED I +I 952 i COOLER PLAN I I I N N 4'X8' PLYWOOD PANEL TO BE T PAINTED WITH FIRE RETARDANT Q PAINT ON ALL EXPOSED EDGES. I 4' 5" r7 5,> MG019: 9 GRAVITY SHELVING �.03 , 6 I 5_. _ B �I a MG016: 9 GLASS DOORS I L- 8 - - - - m A4 I MG060 N O 2 il I 29'- 5' 9.51 91 I 0 ' C)ijL � I + I N i I 1.52 2 LIQUOR SALES 950 A.9 I I I I I I I i I I I I I I� Cv I� I z I� O 14'-8" I I I I 2�_g�� 16'-0" MO 9'-4" A1.1 MO 2'-8" 2'-0" 49'-4„ 2,-0" � � o 8 y U 5 o.o s �I3 o U - 3 Y 0. P. C ci a3 w wwo W 2O�W��WZz N � o L"rZ2p to W ZUr 2Q3 wcIf 0 rtn�� QSU�prOp� ZNW %< rrQa00NU0a� Wof wo ww 0 aN >ao<ajZWso J _ z Qli O�Wa�Xt/NRE'11r 3 W3+.W p=O��%WWW89 Z ~ Z_tanJ�NO�NOWJwOv�O a<<= NFU��NL`-U oo WXa.Oawow j wm Nwaz�`e�OWL 0005aO} iEv) <=)xwwwwzww< V) r=)Wo raO�aawoa� z 0 00 © v 0 as 0 C9 CD � z LLJ a Q C/ 'd{ .., w z 0 EM CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 ENLARGED PLANS AND SCHEDULES R PLAN 020714 A011-004 z1 �RQOF �PLAN 1 /8"=1'-O" 020714 A011-003 -- - 11 till I 4111 1 1 III. FINISH PLAN 1/8" 1 0" 020714 A011-002-f 020714 A011-001-f 1 ENLARGED FLOOR AND FIXTURE PLAN SHEET: Al, 1 ALTERNATE CONDITION 1, IV, �/ ROOF SYSTEM m6*11mil eL0tICZRlai SECURELY FASTEN WEB STRAP THROUGH JOIST PANEL POINT AT EACH JOIST WEB STRAP REF SPECS NET SYSTEM REF SPECS ATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING AT 2'-0" OC THROUGH INTEGRAL GROMMETS WITH #10x3" WOOD SCREWS AND #10 WASHERS AT 3/4" FROM EDGE OF WALK-IN PANEL. CEILING AS SCHEDULED NET S 7 PERPE:)-1/2"=l'-O" 6 NETTING WALK-IN PANEL YSTEM ATTACHMENT NDICULAR TO STRU( FAI NOTE:REF MEPFR FOR DUCT, CONDUIT AND PIPING LOCATIONS AND SIZES A INSTALL STRAP AT EVERY JOIST PANEL POINT (6'-0' OC MAX) INSTALL NETTING BETWEEN 90` AND 60` IN RELATION TO HORIZONTAL WALK-IN CEILING PANELS. TYP 5'-1" 5'-10" 5.57 EAS PEDESTAL (TYP) ej o O rl 5 U i") <cC I I I I I I I I L",--/ \_lJ \___j I I ------------------------------------� 0 0 ENLARGED �1 ENTRY PLAN 5 1/4"=l'-O" STEEL JOIST REF STRUCT LIQUOR LIQUOR COOLER STOCKROOM CUT OPENING IN NETTING NO 951 952 LARGER THAN 1" GREATER THAN PENETRATION 0 NETTING SYSTEM REF SPECS WALK-IN PANEL BY OWNER LASH NETTING AT CUT NOTE: USE FOR SIM AND LOCATIONS FOR PENETRATIONS, TYP CONDITIONS. REF SPECS WALK-IN PANEL ATTACH BOTTOM OF NETTING A' EACH SIDE OF SPLICE WITH 410X3" WOOD SCREWS AND 410 WASHERS THROUGH GROMMETS. ADD GROMMETS AS NEEDED. PENETRATIONS RA050-003 PROVIDE CONTINUOUS SEALANT AROUND BASE OF COOLER 4 JLV I I VI V /"� I VVVLLI \ 1 /2"=1'-O" 012513 A040-009 \ INSTALL HATCHGRIP LADDER SAFETY \\ EXTENSION ° / \ INSTALL SUPPORT TUBE RAIL \ PER MANUFACTURER'S DETAIL f \ ROOF HATCH ° I, 7" I, \, REF SPECIFICATIONS 41 i < SIM 6 ROOFING SYSTEM A4 I 4 BASE FLASHING PROVIDE ANCHORAGE FOR THE SHELVING AND STORAGE RACK FIXTURES AS FOLLOWS: ° 1 - HALF GONDOLA FIXTURES AT PERIMETER WALLS: AT FRAMES WITH "VSD" MARK ON PLAN: �`' I AT END FRAMES: ANGLE FRAME I. REF STRUCTURAL (2) - 3/8" DIA X 2 1 /2" POWERS WEDGE BOLT + CONCRETE SCREW ANCHOR AT EACH END FRAME WITH (1) BOLT PER ANCHOR BRACKET PLATE. AT INTERIOR FRAMES: (2) - 3/8" DIA X 2 1/2"POWERS WEDGE BOLT + CONCRETE SCREW ANCHOR AT 8'-0" OC (MAX) WITH (1) BOLT PER ANCHOR BRACKET PLATE. I AT FRAMES WITH "S", "V", OR "TOB" MARK ON PLAN: AT EACH FRAME: ° ANCHOR/AND 12 X 2 1" WIDEOX 22GA ANCHORWERS WEDGE LSTRAPS WIRHT(1 SCREBOLT PER ANCHOR STRAP AT EACH END OF BASE LEG OF FRAME. ) 2 - STORAGE RACK FRAMES: s o I ° 2 1/ 2"x3/8" BENT STEEL BAR (2) - 1 /2" DIA X 3" POWERS WEDGE BOLT+ CONCRETE SCREW ANCHOR AT WELDED TO LADDER IN FIELD EACH UPRIGHT RACK FRAME WITH (1) BOLT PER BASE PLATE. _ OR BOLTED TO LADDER WITH ^0 3/4" BOLTS ALIGNED BETWEEN 't I I 0 VERTICAL SLOT IN LADDER AND PLAN IS FOR REFERENCE ONLY. I HORIZONTAL SLOT IN BAR REFER TO FINAL MERCHANDISE ATTACH TO BLOCKING WITH PLAN PROVIDED BY WALMART FOR 1 /2" DIAMETER LAG BOLTFINAL PLACEMENT OF MERCHANDISE RACKING. I I ° 0.9 0 1 /2" GYPSUM BOARD 0 24" WIDE METAL LADDER ° 0 I o I I o I i' ol I I I I I I 3 1 /2"x1 /2" STEEL BAR 0 STRINGER REFER TO SHEET A1.1 FOR FINISHES. I i 0 2x6 BLOCKING AT ALL LADDER I I SUPPORTS TYPICAL I I. I I 3/4" DIAMETER x 24" LONG METAL RUNG AT 12" OC c� WELD TO 1 /2" FLAT BAR 0 I STRINGER I I 0 I 6"x 20 GAUGE METAL STUDS I. AT 16" OC I I ('SAES STOCKROOM r I 0 DOUBLE 20 GAUGE STUDS AT EACH SIDE OF LADDER ALIGNED WITH BENT BAR I I ° I I g ) I o 3"x3"x1 /4" CLIP ANGLE AT ' I I o >- EACH STRINGER BOLTED TO FLOOR SLAB WITH 3/4" BOLT 0 SLOTTED HOLE FOR FIELD ADJUSTMENT d I a w 100'-00" WALL SECTION 3 3/4"=1'-O" 092811 1_900\a062-001 .09 �..� I I A MIN 0 LIQUORI SALES 29'-5„ 2„ Lo 950 CLEAR O I - M r` i - - - - - - - WALL MG003H 10' H LIQUOR 7'-4 " I i I TYP COOLER 1 �I o I 60X90 ROLL -DOWN i �W/STRIP CURTAIN i- Lo f g g PROVIDE 3' NET I NET SYSTEM OPENING OVER ATTACHMENT AND 4-Al2 . "U f ROVIDE CLOSURE NETTING in 36X81 HD SINGLE I PANEL BETWEEN i Li PENETRATIONS REF I LEAD DOOR BY WALK-IN AND 6,7-A1.2 GLASS MERCH ADJACENT WALL DOOR MFR EF 7-A4 CART CORRAI ----------------- OWNER INSTALLE,D B' a GC. REF SPE, L� 0) 1'-10" 23'-1 " 2 " 7" CLR OPENING 10 '— CLEAR FROM W ILL ENLARGED COOLER PLAN ENLARGED RACKING AND MERCHANDISE PLAN- (02 1/8"=1'-0" 042712 a050-004-F 1/8"=1'-O" 020714 A011-001-f r- 0 -. N t dQV 4-a (u v ie toU w Old Vv � Qo y U o~ 1 w Li =0<z Z , =Q� LLJry W HV)I�i� C>V-0o J as~aa6oNUo¢�� 0 w�' �Z Lw�roo Li aajw�o J Z U) ��wa�Xv'wpm'ar 0 �aWi°Zwul oNsjw.wa 0 Z(KOwDafoQ Jy V'=wK o JoJ~= )i'wUW Z'~ a��Zocow,Mw°ao r a �wmzwt:ow nHNLNawoo �aawc�oaoa<�UO�> U z Q U) z 0 U z 0 O O e: A � V © F� 0 w O �--a O Z LIJ aY O o O 0 W w GQ z as 0 ISSUE BLOCK PIS#1 08/22/1. 0 ADD#3 07/11/16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 ENLARGED PLANS AND DETAILS SHEET: Al , 2 r C /o" nvncl ILA rMl';t 3» 4 EIFS GROOVE 7 6"=1'-0" 062609 A020-007 B.9 6.3 A.9 CHISEL SPLIT FACE CMU AS REQD TO PROVIDE RELATIVELY SMOOTH SURFACE TO ACCEPT NEW CMU il1ViTL091 BACKER ROD EA SIDE SAWCUT EXISTING CMU AS REQUIRED FOR CONTROL JOINT FILLER - EXISTING CMU TO REMAIN CONTROL JOINT @ EXISTING CMU 022814 A020-006 MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION PROVIDED BY WALMART PLASTIC MOUNT FOR ALL -THREAD STUD TYP BY SIGN SUPPLIER ------- INSTALL 1/8" DIA ALL -THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN INSTALLATION TYP BY SIGN INSTALLER 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL -THREAD STUD WITH ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT TYP BY SIGN INSTALLER PLASTIC NON -ILLUMINATED CHANNEL LETTER BY SIGN SUPPLIER (N LU Q > 5/8" GYPSUM SHEATHING BY BUILDING CONTRACTOR 1 1 /2" EIFS BY BUILDING CONTRACTOR 5/8" EXTERIOR PLYWOOD SHEATHING BY BUILDING CONTRACTOR 8-114" "ADHESIVE SEALANT" IS TO w4w BE PRODUCT LN-950 BY i !__----METAL STUD eei LIQUID NAILS OR SIMILAR FRAMING BY POLYURETHANE CONSTRUCTION i BUILDING 100 nloo i ADHESIVE, MEETING ASTM I - / • • o CONTRACTOR D3498 AND C557 STANDARDS, � i r ' i EXTERIOR APPLICATION, i '' I WEATHER RESISTANT, LOW ' L------ -P-1-----__ VOC, WITH A MINIMUM SHEAR i 33.98 SQ.FT. IN STRENGTH OF 250 PSI Q I SIGN ATTACHMENT Q SIGNAGE 9 1 1 /2"=1'-0" 072712 A020-009 V 1 /4" = 1'-0" VERIFY WITH SEALANT MFR FOR CORRECT DEF TYPICAL JOINT SEALANT DETAIL W 5 CONTR SEALANT TOOLED SMOOTH BACKER ROD DIAMETER = 1.5xW ^ONTROL JOINT WITH ACKER ROD AND EALANT TYP 092608 REFORMED CONTROL DINT FILLER MU CONTROL JOINTS OCATED ON STRUCTURAL RAWINGS ACKER ROD AND SEALANT A020-005 Q B i EXISTING BUILDING I REAR ELEVATION 1 /8"=1- 0" ELEVATION FINISHES ARE TO MATCH EXISTING P94 4.08 022814 A020-004 GR TYP CENTER TIE ROD P88 OVER DOOR 7.04 TYP 120'-4" TO STEEL 119'-4" TOM P88 1 J 1 1'-3" 8'-9" TY TYP REF 8-A2 i P98 r7 1.01 7.0E Q CENTERED TYP N OVER D00 ,I I --FACE OF EXISTING BUILDING (BEYOND) - 0„ P94 4.08 5.07 10" jHRC1 4"X4" -- FA MEN -.. ,our ..j MW N O � C QU' L O •� o >o Uo � cdU �O U rr ll W wL,0 O V>Ow� ~NaN�O la. ZKF ZWZ3 LLJ p HNL'W Q5;'oL pJ 6. WQ��,I Q a 0 0 N U O Q K O WF Z Q�JWKF-00 LL aN }<OZ,- Q�Wx�o J NU fnN WQSi XfnW Op-Q} Z QI.L 0\US�QW W(n uO d' O �Ld zow�o��a'�z ~ Z(n fnQ NO�fn O WJ� oO Z J *<-j , mww}0w-0 IX �Z �ZO JLd U La.WU�WU~W Z U 00=�wmwowwa?��m Nwd2rOwtL000�QO} U) X:u)ujic0.><5w0waawoa< z 0 %61 A 0 C9 m CD O �--+ O �z Li CQ a 0 ISSUE BLOCK 0 ADD#3 07/11 /16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 Jul 13, 2016 EXTERIOR ELEVATIONS SIGNAGE AND DETAILS SIDE ELEVATION 1/8"=1-0" 022814 A020-003 GR 7­7TF- T I ii I r--- II TION 1/8"=1-0" 022814 A020-002 GR FRONT 1 1 /$„=1- ,EVATION 022814 A020-001 GR I ---- --T- HIF- A 2'� FLASHING MEMBRANE NOT USED 16 NTS O42712 A030-016 > 15 NTS GALVANIZED METAL CAP----------------`� WITH HOOD AT PIPE CONT SEALANT — PENETRATIONS SLOPE TO DRAIN i -- - I TYP ELEVATION METAL REFRIGERATION LINE 1'-0" I COUNTERFLASHING MANUFACTURED �`----------------' METAL CURB 2 PIECE 3/4" EXTERIOR i GALVANIZED PLYWOOD ROOF GASKETED FASTENERS r CLOSURE PLATETE SHEATHING AT 8" OC 1'-0"x2'-O" OPENING REF ------------- CONDENSING UNIT WATERPROOFING ��� _�_____________ MECHANICAL FOR LOCATIONS REF MECH MEMBRANE - FLASHING MEMBRANE �. i PREMOLDED FLASHING EXTEND UP TO BEHIND - NEOPRENE GASKET MEMBRANE TERMINATION BAR - COUNTER FLASHING AS I I I i i ROOFING SYSTEM - INDICATED j j i I I FLASHING MEMBRANE / FASTENER AND PLATE I LAP SEALANT I i 14 A3 i i INSULATION MANUFACTURED CONDENSING UNIT CURB AND METAL CURB REFRIGERANT LINE ROOF PENETRATION 1 0 1 =1 -0 073010 A030-010 r �� ROOFING WALL SECTION GUTTER 5 3/4"=1'-O" 072712 A030-005 CONCRETE PAVING TYP 2„ R TU oI FULLY ADHERED 2"FLASHING MEMBRANE U)2x4 TREATED EXTEND UP AND OVER w U)WOOD NAILER TOP OF CURB CL bi INSULATION BY CONT EDGE SEALANT w � 3„ GENERAL CONTRACTOR 2x4 TREATED IF REQUIRED BY MFR- cn WOOD NAILER a_'�' ROOF MEMBRANE DECK U) Of INSULATION BY j GENERAL ANGLE FRAME REQD FOR OPENINGS IN Ld 3" CONTRACTOR ROOF DECK GREATER THAN 10" X 10" DECK AND CURB SHALL BEAR DIRECTLY ON ANGLE FRAME. CURB CAN BEAR DECK IF ___ ____ LESS THAN 10"X10" REF STRUCTURAL NON-STRUCTURAL CURB STRUCTURAL CURB INSULATION j MANUFACTURED METAL CURBS 14)_1 1 /2"=1'-O" 012712 A030-014 ROOF TOP U N I T (10"3 1 1/2"=1'-0" 102612 A030-013 INTERIOR EXISTING CMU WALL (I II ROOF TO WALL SECTION 1 1/2" = 1'-0" 123005 A3 REF BLDG EL } SMOOTH FACE AT TOM I I TOP COURSE WATERPROOFING MEMBRANE 11 A3 ROOFING SYSTEM 113'-4" 110'-0" 100'-0" _ FF ELF STEEL JOIST _/ REF STRUCT 8" SPLIT FACE CMU 8" SMOOTH FACE CMU " SPLIT FACE CMU MASONRY FILL INSULATION TO ROOF DECK SMOOTH FACE AT FIRST COURSE AFG CONCRETE FLOOR FELT JOINT REF STRUCTURAL CONT 1/2" PMEJ AND SEALANT AT CONCRETE PAVING TYP C\A037- ik 120'-5" MF TO STEEL Ijk REF BLDG qV TOM METAL STUDS STRUCTURAL 1 1/2" EIFS GYP SHEATHI VARIES R' JBE PROVIDE 5/8 EXTERIOR PL` SHEATHING B SIGN LOCATIC A2 SHEET NC PROVIDE EIFS TERMINATION RECOMMENDE MANUFACTUR 100'-0" FF EL �-...,�-.mj.. ,�...-.,„�^-.-q,r°"".�`Vr"+i „✓-'""*✓r _'"°L,r'� „O� ""w✓`..'�-"V'"'""°r.,W' ..,1°d" .`"'+Jr ''wf"'"Wr"'.....„kf,. .. STEEL JOIST_ OIST REF STRUCTURAL r MEMBRANE FLASHING CONT ROOFING SEALANT IF NAIL GUTTER FLANGE REQUIRED BY ROOF MANUF AT 6" OC STAGGERED TAPERED INSULATION w FASCIA NAIL AT 3" OC SINGLE PLY ROOFING STAGGERED SLOPE _ r to GUTTER STRAP = ==� 7 ' 1 /8"x1 " AT 35" OC BENT PLATE - _7 £ GUTTER BRACKET AT 36" OC (2) 2x TREATED WOOD BLOCKING SECURED W/ 1/4" SMOOTH > 3 MASONRY SCREW ANCHORS FACED CMU 12" O.C. STAGGERED WITH A f AT GUTTER MIN. OF 2" EMBEDMENT INTO 3/8"x4" CMU F MASONRY SPACER CLIP I EXPANSION ANCHOR TOP GALVANIZED SHEET METAL AND BOTTOM GUTTER AND DOWNSPOUT BEYOND r� GUT TE R E DG E �DET A IL 1 1/2" 1'-O" :XTERIOR OD SHEATHING 5/8" METAL ' METAL STUD 1G ® 18" OC PROOFING ANE JOIST REF T NGLE, REF TURAL 110'-0" NV BOS DOTH FACE -IT FACE CMU H FACE CMU ST COURSE ETE FLOOR ,�I1►r1 -RUCTURAL I.VIV 1 1/2" PMEJ AND SEALANT AT CONCRETE PAVING TYP !l!>AITIAII Inn IC` ,Ar-rA1 GYPSUM SHEATHING PARAPET CAP FL WHERE APPROVED BY LOCAL NOTE: WHEN JURISDICTION WRAP PIPE WITH PENETRATION IS MEMBRANE LARGER THAN 6" STAINLESS STEEL DRAW REF ROOFING MFRS BAND MANUFACTURED ISPECIFICATIONS METAL CURB PLACE CONT SEALANT UNDER PIPE FLASHING NEAR BAND INSULATION AND PIPE MOLDED PIPE FLASHING FASTENER AND PLATE HEAT WELD OR ADHESIVE ANGLE WHERE ATTACH TO ROOF REQUIRED REF STRUC GLASS FIBER INSULATION NOTE: FOR ELECTRICAL AND CONDENSATE PIPE PENETRATIONS USE URETHANE RUBBER SEAL SYSTEM PENETRATION 12 1 "=1'-O" 073010 A030-012 TREATED 2x WOOD NAILER TYP EXTEND MEMBRANE ACROSS NAILER AND SECURE CONTINUOUS METAL CLEAT WATERPROOFING MEMBRANE 3-5/8" METAL STUDS 0 18"OC 6" METAL STUDS © 18" OC 5/8" EXTERIOR PLYWOOD SHEATHING ASH I N G ., GRID VARIES 7 REF NV TO STEEL A7STRUCT 1 i _ 5/8" EXTERIOR PLYWOOD SHEATHIN( ON 3 5/8" METAL ik REF BLDG EL STUDS NV TOM 3 5/8" METAL STUC METAL STUDS REF i BRACING C� 18" OC STRUCTURAL I I WATERPROOFING MEMBRANE 1 1/2" EIFS ON GYP SHEATHING I i 11 PROVIDE 5/8" I A3 EXTERIOR PLYWOOD I — SHEATHING BEHIND I I ROOFING SIGN LOCATION REF I SYSTEM A2 SHEET NOTES I I; I" VARIES REF STRUCT— NV JBE I •. I I STEEL JOIST REF REF PLAN I STRUCT I 114'-3" IV CL PLATE I I CLIP ANGLE REF STRUCTURAL METAL CANOPY ) 2 DECK 113 -4 REF STRUCTURAL I I TO PANEL SYSTEM REF 16-A4.1 I ° STEEL ANGLE REF FOR GUTTER I STRUCTURAL ATTACHMENT 17 SIM A4.1 I n—m I i ° I I _.-w STEEL ROD REF STRUCTURAL -8" SMOOTH FACE CMU TRANSOM STEEL LINTEL. REF STRUCT. WRAP IN BRAKE METAL. AUTOMATIC SLIDING ENTRANCE DOOR. Z DECORATIVE BRICK PANEL SYST M IN c I i� SMOOTH FACE CMU IL i FIRST COURSE CONCRETE FLOOR 100'-0" SLAB. REF STRUCT. IRV FF EL Q ® � a d 1/2 CONT PMEJ AND SEALANT AT CONCRETE PAVING TYP 23= FULLY ADHERED WATERPROOFING MEMBRANE 1" CONTINUOUS TERMINATION BAR WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC SPLICE TAPE PRESSURE SENSITIVE FLASHING IF REQUIRED FOR SYSTEM TRANSITION ROOF MEMBRANE INSULATION STRUCTURE (VARIES) FACE OF CMU WALL FLASHING MEMBRANE 1 1/2"=1'-O" 042712 A030-011 METAL PARAPET COPING WOOD FIBER TAPERED 'ER_ _0" EDGE STRIP EXTEND MEMBRANE BELOW si NAILER AND SECURE TREATED 2x WOOD NAILER GASKETED FASTENERS SEE SPECIFICATIONS FOR SPACING 1/4"x4" MASONRY SCREW ANCHOR AT 12" OC STAGGERED CONTINUOUS METAL CLEAT WATERPROOFING MEMBRANE ET CAP FLASHING 042712 A030- 006 I FACE AT )URSE 'ROOFING ANE _IT FACE CMU JOIST REF T ROD REF TURAL DOTH FACE -IT FACE CMU 1 IRY FILL �TION TO DECK H FACE AT COURSE AFG ETE FLOOR DINT -RUCTURAL 1/2" PMEJ AND SEALANT AT CONCRETE PAVING TYP � N � G O U 4)� U 0 -� w- � O A"f 0 1 1 s V bo U� U C� 15 a� o. 3 w W L,, 0 w , 1-w =ozo NZwp= oWfN4wZ z xa3 o F-In�U a5c.J 1iQ - — 4 W W O wQ S�Od�O W 1- -- � aW ~oQJ�w�Cioza'� O CL - Z Q J W d'. Z y L� a� rao�Z��¢�w�o J NU (nlnwXV1Wp�Q� z Q� p 3c��W��p�w�za�ra W Zo z rH2 Q�No��mJ *O�woz iWo 0:Zw OOU0WwwZ0M aww¢w000QO>NWZl-to bi �Z)IWv00wm mma-woaM 00 F A 0 v v 0 as 0094 C9 cr c0 CD a�—a O = z p--�-q W O a' 0 = f— w z GA 0 ISSUE BLOCK PR#1 08/22/111. Q ADD#3 07/11/16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 EXTERIOR WALL SECTIONS AND DETAILS 4 �11/'1LL vLV I 1 VI V 3/4"=1'-0" 072712 A030-004 WALL SECTION 3 3/4"=1'-O" 072712 A030-003 WALL SECTION 2 3/4"=1'-O" 072712 A030-001 ;1 WALL,5QE CU MO N 3/4"=1'-O" 072712 A030-001 SHEET: A3 V _V, _'V° I/" '°a/' V 1" — t NOTE: CUT WALKWAY PAD SECTIONS AT 10' MAX r LENGTH. REF MFR FOR ADDITIONAL INFORMATION WALKWAY PADS SPACED NOTE: DO NOT INSTALL WALKWAY PADS WALK WAY PADS UNTIL 3' APART LOCATED ON ,> SPACED 3 ROOF PENETRATION ALL 4 SIDES OF RTU, FLASHINGS ARE COMPLETE. APART LOCATED PROVIDE DOUBLE ROW ON ALL 4 SIDES ON ACCESS SIDE OF OF CONDENSER UNIT AS SHOWN, VERIFY IF RACKS LOCATION IN FIELD - - - - - I WALKWAY PADS PROVIDE CRICKET AT ALL REFRIGERATION SPACED 3" APART MECHANICAL EQUIPMENT, PENETRATION ADJACENT TO SKYLIGHTS, RTU'S, ETC. ROOF HATCH INSTALL TAPERED > INSULATION TO ACHIEVE MIN 1 /4 INCH PER FOOT WALK PAD SLOPE TO PROVIDE - POSITIVE DRAINAGE AROUND UNITS. RTU CONDENSING UNIT ROOF HATCH ROOF PAD LAYOUT n17TYPICAL NTS O42712 A030-015 VARIES � 45 DEGREE CHAMFER W/EASEDI I{ OUTSIDE EDGE REF PLAN PARTITION WAINSCOT LOCATIONS AND HEIGHTS REF PLAN 1/2" PLYWOOD WAINSCOT OVER GYPSUM BOARD — SET PLYWOOD ON SEALANT BED CONTINUOUS SEALANT 2x8 WOOD BASE SET IN CONTINUOUS SEALANT BEDS BOTTOM TRACK WAINSCOT SECTION 16 1 1/2" = V-0" 102811 A040-016 TOILET ELEVATION 13 1/2" = V-0" PHO11-018-32MP-F CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK TOP TRACK METAL STUDS JOIST BEYOND 15 NOT USED T01 T�E�L EVATIpN 12 1/2" = 1'-0" A040-TOILEEV 4" DEFLECTION TRACK 16 CUT GYPSUM BOARD TO GAUGE SECURED TO FIT WITHIN 3/8 OF BOTTOM CHORD OF JOIST BOTTOM OF ROOF DECK WITH (2) 0.145 DIA PAF CONT SEALANT GYPSUM BOARD SPACER GYPSUM BOARD COVER GYPSUM BOARD REF PARTITION TYPES METAL STUDS PARTITION ATTACHMENT AT PERPENDICULAR JOIST 6 1 1/2" = 1' 012712 A040-006 LIQUOR COOLER `—METAL ROOF DECK ATTACH 16 GAUGE 4" DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK I I 2" x 20 GAUGE CONT METAL STRAP NON -RATED WALL FINISH REF PARTITION TYPES DEFLECTN TRACK (-'5 IO 1 1 " 102612 ATTACH GYPSUM BOARD AT TOP OF TRACK ONLY —� J—MOLD EDGE ----- A040-005 FIXTURE HEIGHTS AND CLEARANCES TOILET WALL ELEVATION WHERE NO CEILING IS INDICATED AND COMPLY WITH THIS CHART, ANSI A117.1, 2010 FLORIDA BUILDING CODE AND ADA STANDARDS FOR ACCESSIBLE DESIGN AT RATED WALLS, CONTINUE GYPSUM SANITARY WATER RESISTANT BOARD TO DECK ELECTRIC HOSE BIBB NAPKIN ACCESSIBLE COMBINATION ELECTRIC FLOOR MOUNTED TOILET CLEAR GYPSUM BOARD UNO HAND DRYER (RECESSED) DISPOSAL LAVATORY WATER COOLERS AND LEVEL FLOOR SPACE TYP P131 ACCESSIBLE 60" TURNING RADIUS METAL STUDS SS TRIM SOAP \ ' GYPSUM BOARD DISPENSER ' 1 1URN 0 a x z En to J ih x w r "_ J �.-.-._._-.-.-.._-.� CT45 00 [K[ o a M N� �" 0 ww N g H0� LAVATORY AND DRINKING FOUNTAIN G4 012508 A040-A CLEAR AND LEVEL FLOOR SPACE TYP r �^._.. 48" PROVIDE MATCHING 01 STAINLESS STEEL FOR FURRING SKIRT ON UPPER UNITJ SANITARY MOLDING ATTACHMENT REF 4-A4 1. "' i METAL STUDS SET _l KEYNOTES 1/2" OFF FACE OF 17"-25" J EXTERIOR WALL UNO 2 FACE OF WALL 10.06 TOILET PAPER HOLDER AS OCCURS 10.07 SANITARY NAPKIN DISPOSAL BATT INSULATION AT EXTERIOR 10.11 MIRROR WALLS ONLY 10.12 TOILET SEAT COVER DISPENSER GYPSUM BOARD 10.14 GRAB BARS I � 10.29 SOAP DISPENSER MOUNTED TO MIRROR, IF 042508 A040-G NO MIRROR, MOUNT AS SHOWN IN PLAN WITH TOP OF DISPENSER 46" AFF WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD TO DECK 2 UNO GYPSUM BOARD 1/2" GLASS -MAT BACKER MATERIAL METAL STUDS FINISHES TO MATCH ADJACENT ,; L :, 1_1*� I METAL STUDS .. FURRED WALL AT 16" OC 5/8" GYPSUM F.V. THICKNESS BOARD USE 5/8" WATER NEW CMU WALL T 062708 A040-T IQUOR SALES WALK-IN PANEL BY OWNER -MOLD DOOR FRAME METAL FLASHING AND CONTINUOUS SEALANT II II II II II II WALK-IN DOOR II II BY OWNER II I iv II I it II II II DETAIL AT WALK-IN REACH -IN DOORS 3"=V-0" 012712 A040-011 RUNNER TRACK BEND AND CLIP TO WALL RUNNER AT 48" OC METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING AS SCHEDULED WALL FURRING ATTACHMENT 1 1/2" = 1'-0" 051009 A040-004 DOOR I PORCELAIN TI LE NOTE: REF SHEET A1.1 FOR DOOR AND FRAME TYPE TRANSITION Kloo A AT T01 LET 3"=1'-0" 042712 LIQUOR COOLER II II II II II it II II II II II II II II DOOR JAMB TRANSITION STRIP; INSTALL WITH MASONRY SCREW ANCHOR AT 12" OC AND SEAL TO FLOOR N X Q CONCRETE SLAB ALIGN CENTER OF THRESHOLD WITH CENTER OF DOOR JAMB A040-014 LIQUOR SALES WALK-IN DOOR BY OWNER DOOR FRAME 'AL FLASHING AND TINUOUS SEALANT PLASTIC BASE CUT TO FIT ALK-IN PANEL BY OWNER DETAIL AT BOTTOM OF 3. �Q WALK - IN REACH - IN DOOR DEFILE TRACT INSTALL CON ON BOTH SID WALL LOCATE AT L ONLY ON SIN PARTITION FLOOR TRA( CONTROL J GYPSUM BOARD ZINC CONTROL JOINT STRIP RESISTANT GYPSUM BOARD AT WET AREAS UNO Y C\a06O-ptY z OH 5 A4 l I METAL STUD BRACING, REF �\ 18-A4.1 NOTE: FASTENERS ATTACHING TRACK T WALK-IN BOX SHALL NOT EXCEED 1 1 /2" REF STEEL JOIST TYP REF STRUCTURAL 1/2" GYPSUM BOARD ON 3 5/8" x 20 GAUGE METAL STUDS AT 16" OC. ALIGN METAL STUD WITH COOLER PANELS NOTCH TRACK AT 11 WALK-IN PANEL BOLTS A4 WALK-IN PANEL BY OWNER LIQUOR I LIQUOR COOLER I J SALES 951 ??ii� 950 li u o I I WALK-IN BOX MFR TO COORDINATE SIZE OF II n OPENING WITH GLASS °I DOOR MFR ---___ _z===iy it 11 I I II u II u I I I I III A4 I i l II SECTION AT COOLER 1/2'=1'-O" 012513 A040-009 GYPSUM 1„ VERTICAL GYPSUM BOARD BOARD CONTROL JOINT REF SPECIFICATIONS GYPSUM BOARD DINT AT DOOR JAMB /:,1 CONTROL JOINT NTS 102811 A040-003 2 1 1/2" = 1'-0" 042806 A040-002 1/2" GLASS -MAT BACKER MATERIAL METAL STUDS AT 16"OC 012508 A040-V NOTE: 1. FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1 1/2" 2. TYPICAL DETAIL, REF PLAN FOR WALL ORIENTATION WALL PARTITION REF A4 FOR PARTITION TYPE J-MO CLOSURE PANEL 1/2" MAX FASTENER TYP— 032610 A4-PN PARTITION GENERAL NOTES 1. STUDS CONTINUE TO DECK UNO. REF DEFLECTION TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. USE 1/2" GYPSUM BOARD ON NON —RATED PARTITIONS LINO. 3. REF PARTITION KEY SYMBOL FOR STUD THICKNESSES. 4. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER DEFLECTION TRACK DETAILS 5. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR HEAVIER. 6. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS. 7. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE CEILING FOR INTERIOR WALL STUDS THAT DO NOT GO TO DECK AND FOR ALL WALLS LESS THAN 6" WIDE. REF 19—A4.1 FOR PARTITION WALLS AND 18—A4.1 FOR DIAGONAL BRACING OF FULL HEIGHT STUD WALLS WHICH SPAN TO DECK. 8. USE WATER RESISTANT GYPSUM BOARD BEHIND NRP 9. FOR FURRED WALLS PROVIDE METAL STUD BRACING AT 32" OC VERTICAL FOR EACH STUD AND 32" OC HORIZONTAL PARTITION LEGEND DETAIL: SHEET DETAIL PLAN. NUMBER INDICATES STUD HEIGHT LETTER INDICATES NO NUMBER INDICATES PARTITION TYPE 12 STUD HEIGHT TO BOTTOM REF PLANS AND OF ROOF DECK SHEET A4A NUMBER INDICATES STUD REFERENCE SIDE SIZE AS FOLLOWS: OPPOSITE SIDE 3 - 3 5/8" METAL 6 — 6" METAL NON RATED WALL COOLER WALL — INDICATES 48" HIGH PLYWOOD WAINSCOT ON 2x8 BASE UNO REF 16-A4 CMU WALK-IN PANELS BY OWNER FINAL WALL FINISH TO BE FLUSH WITH FACE OF WALK-IN PANELS INSTALL STUDS ACCORDINGLY `—CONTINUOUS SEALANT BETWEEN FINAL FINISH AND WALK-IN PANEL WALL JOINT AT WALK-IN CORNERS 1 1 /2"=1'-0" 042712 1" OVERLAP TYP PARTITION OR _ I WALL _.......W...... WALK-IN 2„ PANEL MIN CLOSURE PANEL DETAIL 7 3/4"=V-0" 102811 A040-007 A040-008 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 METAL STUD I DOUBLE MTL STUD (1) #10 TEK I AT JAMBS SCREW AT EACH I I VERTICAL STUD I I BOX BEAM BOTTOM TRACK TOP TRACK I 2 STUD ( I HEADERS FINISH AS INDICATED-� I BOTTOM Lj TRACK 18 GA TRACK TVARIES SECTION B SECTION A METAL STUD HEADER 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB + SECTION _ + N p °' o V 0 a� 4 -V �+ V C711 w3 U w W�Lo w x v=irzw m_oQtn�o u- NzLF= zwoim-:wa3 w o 0�� a�w000� IY w �` zur zw as F_t3nonNc= "i- 0 u .0 ¢ Jw�Fpo ti aN-aZ.,ZI�a�w�or J z Q� ��wa Xv70wp�Qr 0 gw"wQ�oo" %wW< Z Q ZtaVW�j0 _NOidjmBONO J �aJo- rn oQrN`L-o oOrwwmwOwwWWZwm �- xrwa� w-�n.z*w F= Nwdzr�owU_005<or V) :u)nwo<=,anujaawna< z 0 %4p E O co 0 O O 0 � CD � a --a 0 � z W Q O c0 0 0 C\2 L� w GQ 0 ISSUE BLOCK PR#.I 08/E2/14 Q ADD#3 07/11/16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 DETAILS SHEET: A4 SHIM AS REQ1 GI ANCHORS MANUFACI COLUMN REF STRU( JAMB 21 1 1 /2"=1'-0" CMU AT JAMB BEYON CONTINUOUS ANODIZED ALUMINUM FLASHING d- a 4 CONT SEALANT 8" SILL 20 11/2"=1'-0" IT SEALANT H SIDES MINUM FRAME ZING MINUM SLIDING DOOR FRAME AKAWAY DOOR PIVOT r\LUMINUM BREAK METAL CLADDING SUPPLIED BY STOREFRONT MANUFACTURER, CLAD TO MATCH STOREFRONT — GLAZING ALUMINUM STOREFRONT 1" SHIM WITH SEALANT BOTH SIDES 8" CMU GROUTED SOLID ATTACH VERTICAI WITH (3,' SCREWS PROVIDE STUD DII ADJACEI` EACH SI EACH JC DIAGONAL 3 5/8" METAL STUD BRACING AT 32" OC AS REQD TO STABILIZE PARTITION 4'- 0" MAXIMUM RACE TO ADJACENT WALL AT CORNER q '1 11 1 `20 GAUGE CLIP ANGLE 20 GAUGE TOP TRACK METAL STUDS AS SCHEDULED WALL FINISH REF PARTITION TYPES PARTITION BRACING 19 1 1 /2" = 1'-0" 052810 C/A061-006 A TTA t-U ')n GAUGE TOP 1 #10 TEK SCREWS S AT 24" OC TO F DECK 'STEM ------- x 20 GAUGE METAL STU ;ACING AT 32" OC -TACH TO MIN 2 JOISTS TNT NESTED 3 5/8" x 18 GAUGE LID AND TRACK ATTACHED TO JOIST ORD WITH (2) #12 TEK SCREWS CH END TYP FULL LENGTH OF WALL =TAL STUDS AS SCHEDULED 5/8" x 20 GAUGE METAL LID BRACING AT EACH BAR IST ATTACH EACH END WITH ) #12 TEK SCREWS 5/8" x 20 GAUGE METAL STUD )NTINUOUS AT MIDPOINT -.2 x 18 GAUGE CONTINUOUS STEEL ANGLE ATTACH TO EACH STUD WITH (2) #10 TEK SCREWS 6" x 20 GAUGE METAL STUD BRACING AT 32" OC ATTACHMENT AND BRACING AT PERPENDICULAR JOISTS 000"TYPICAL BULKHEAD ATTACHMENT 18 NTS 052810 C/A063-007 CMU REF ELEVATIONS FOR TYPE AND SIZE SEAL EDGE OF 3" FLASHING i. METAL COUNTERFLASHING EXTEND 8" ONTO METAL DECK JA PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK METAL DECK REF 0 STRUCTURAL STEEL ANGLE_ REF STRUCTURAL FLASHING DETAI L 1 71 1 /2"=1'-0" 033111 A041-017 L1 1 /2x1 1 /2x 16 GA CONT. ATTACH WITH (1) #10 TEK SCREW AT EACH LEG OF EACH STUD TYP (4) #10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO ATTACH STUD TO ANGLE WITH (4) #10 TEK SCREWS TYP �1 1 li SPLIT FACE CMU LINTEL 1/4" SHIM WITH CONT SEALANT EA SIDE ALUMINUM RECEPTOR HEAD BY STOREFRONT MANUFACTURER ALUMINUM STOREFRONT INSULATED GLAZING CMU BEYOND —_ ri5 HEAD , A041-015 SPLIT FACE CMU 1/4" SHIM WITH CONT SEALANT EA SIDE.. ALUMINUM STOREFRONT GLAZING EXTERIOR ARCHITECTURAL BREAK METAL; ANODIZED ALUMINUM FINISH JAMB 14 1 1 /2"=1'-0" 082605 A041-014 CMU AT GLAZING JAMB BEYOND ALUMINUM STOREFRONT EXTERIOR 1 ARCHITECTURAL BREAK METAL; ANODIZED SHIM WITH ALUMINUM FINISH SEALANT BOTH SIDES 8" SPLIT FACE CMU GROUTED SOLID CONT SEALANT SILL 13 1 1 /2" = 1'-0" 082809 C\A041-013 ATTACH L2x2x 16 GAUGE TO TOP AND BOTTOM CHORDS WITH (3) #12 TEK SCREWS ATTACHMENT AND BRACING AT JOISTS PARALLEL SELF DRILLING SCREWS PREMOLDED CLOSURE WITH NEOPRENE WASHER STRIP AT BOTTOM CONT SHEET METAL CLEAT SIDE OF DECK SECURED BETWEEN METAL METAL DECK DECK & HSS REF STRUCTURAL 1/8" X 1" GUTTER ----__—_ STRAP — — — — BENT PLATE GUTTER BRACKET SECURE TO 4 HSS 1 85-1 „ 1 C) � > I I I '--HSS REF N w STRUCTURAL J N GUTTER AND BRACKET 16 1 1/2"=1'-0" 033111 A041-016 VARIES FOR PARTITION TYPE REF PLANS SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC SIN N WELD CONT 5/16" STEEL PLATE TO CHANNEL DOOR HEAD 1 0 1 1 /2" = 1'-0" 063006 C/A041-010 DOOR WELD CONT 5/16" STEEL PLATE TO JAMB CHANNEL AT FLOOR, WELD TO 3%3%5/16" STEEL ANGLE BOLTED TO FLOOR WITH EXPANSION ANCHOR 1/4" STEEL PLATE CHANNEL WELD TO N CHANNEL ABOVE AND GRIND SMOOTH PROVIDE COUNTER SUNK HOLES FOR 3/8" SCREWS AT 18" OC SEALANT BOTH SIDES DOUBLE STUDS AT JAMBS VA FOR PARTITION TYPE ,�I REF PLANS JAMB 9 1 1 /2" = 1'-0" 012910 C/A041-009 INSULATED GLAZING ALUMINU STOREFR 1/4" SH SEALANT BOTH SII METAL FLASHIN( BRAKE h TO MATC STOREFR HEAD 8 1 1 /2" = 1'-0" 082903 C/A041-008 MASONRY LINTEL REF STRUCT BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER REF DOOR SCHEDULE FOR LOCATIONS I i ( �— INSIDE FLEXIBLE STRIP DOOR MOUNT. , EXTEND 1'-0" BEYOND DOOR. RETURN TO WALL AT ENDS REF DOOR SCHEDULE FOR LOCATIONS j I I I , I FLEXIBLE STRIP DOORS a REF DOOR SCHEDULE FOR LOCATIONS OVERHEAD DOOR TRACK VINYL WEATHER STRIP 4 x4 x1 /4 ANGLE I I OVERHEAD DOOR I I CONT SEALANT INTERIOR HEAD 12 1 1 /2" = 1'-0" 072712 A041-012 3 1 /2"x4"x1 /4" ANGLE FULL HEIGHT CONT SEALANT ALL EDGES OVERHEAD DOOR 3 1 /2% 4" x 1/4" ANGLE TO 5'-0" AFF—\ ri CMU. REF PLAN FOR FACE STYLE 6"x3/8" DIAMETER HEADED STUD ANCHORS 6"x3/8" DIAMETER AT 16" OC a HEADED STUD STAGGERED FROM ANCHORS AT 16" OC ADJACENT ANCHORS ° EXTERIOR a INTERIOR JAMB 11 1 1 /2" = 1'-0" 012811 A041-011 STEEL LINTEL, REF. STRUCTURAL 7'-8 1 /4",L B.O.S.1' :RIOR AUTOMATIC SLIDING DOOR HEAD ASSEMBLY MASONRY LINTEL REF STRUC FOR PARTITION TYPE r::�CONT REF PLANS SEALANT DRIP CAP AT EXTERIOR DOOR ONLY I SEALANT EACH SIDE GROUT FILL HEAD WEATHERSTRIP DOOR AND FRAME EXTERIOR REF DOOR SCHEDULE HEAD 5 1 1 /2" = 1'-0" 103108 C/A041-005 WEATHERSTRIP DOOR AND FRAME REF DOOR SCHEDULE GROUT FILL 4"x4"x1 " STYROFOAM BLOCK. MASTIC IN PLACE AT 3'-3" AFF TO CENTER OF BLOCK, EXTERIOR DOORS ONLY CONT SEALANT EACH SIDE 1" DOORS AT FURRING 10 CONDITION RETURN GYPSUM BOARD TO DOORJAMB EXTERIOR GYPSUM BOARD AND J MOLD SET IN CONSTRUCTION ADHESIVE I Iv L. J REF PLAN FOR PARTITION TYPES CMU - REF PLAN AND ELEVATIONS GROUT FILL JAMB 4 1 1 /2" = 1'-0" 092509 C/A041-004 EXTERIOR INTERIOR THRESHOLD 3 3" = 1'-0" 012811 C/A041-003 GLAZING ALUMINUM SLIDING BREAKAWAY /1" DOOR FRAME DOOR PIVOT ALUMINUM FRAME Lj o 1/4" SHIM SEALANT BOTH SIDES ANCHORS PER II MANUFACTURER WALL CONDITION JAMBREF SECTION 7 1 1/2" = 1'-0" 122906 C/A041-007 INTERIOR EXTERIOR JAMB WEATHERSTRIPPING HOLLOW METAL DOOR DOOR BOTTOM WEATHERSTRIPPING THRESHOLD SET IN FULL BED OF MASTIC #10 MACHINE SCREWS WITH EXPANSION SHIELDS CONT SEALANT AT ALL EDGES OF THRESHOLD FOR PARTITION TYPE REF PLANS CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING HEAD 2 1 1 /2" = 1'-0" 113007 C/A041-002 DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE DOUBLE STUDS 11 a COUNTER SUNK 1 /4"x2" WALL TYPE EXPANSION ANCHORS AT 12" [VARIES REF PARTITION TYPES OC AT THRESHOLD BEYOND THRESHOLD JAMB 6 3" = 1'-0" 042712 C/A041-006 1 1 1 /2" = 1'-O"052705 C/A041-001 AU I UMA I IU SLIUINU UUUK GLAZING ALUMINUM FRAME BEYOND CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND CONT SEALANT AT ALL EDGES OF THRESHOLD BEYOND �gn � o 0 U U ^ G °w . r,, W o �o � U al y 9. v 9 � ,o Fw z-,w �raU) �wmoQ3 W p)0uujm dF�000 0 = §Zaa``�v,w�p K 'off Li a �1_aoQZQ�FOQ�?o 02 to nw xcnwp>ar O w�wosoowwwzoEww �� QZfnNQNO�`'InOwJ� 0Zz J �Q�O��M 0: Nay V10 D xz=mom owcowujzco - oo�� a�o,m,_,Wow.Z 6gm �waz�`'�ow,Z000ao>- tnwo<=wwwwwzwma z 0 O 0 H A 4 o C= 0 % � co 0 CD ........ . . . O z LLJ O a' Q U C\2 Z as 0 ISSUE BLOCK 0 ADD#3 1 07/11 /16 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 DETAILS [!A4,1 T: 0 rl- I w 0 z a ry w z w 0 x 0 m ry 0 c� J 0 U) I 0 0 i c� z Q ry Q m J ca 0 0 0 0 Lfi a I N O CN rn LL_ o � N J �ry N r w N Y ' V) 0 z 0 w r F- 0 0 CL U rn rn 0 :_5 I a o 0 N Ln N j 66 U w Ln 0 0 o Of N n \ 1 DOOR DESIGN LOADS 1. CODE 2014 FLORIDA BUILDING CODE 2. LATERAL LOADS WIND LOADS 1. ULTIMATE WIND SPEED (3-SECOND GUST) 140 MPH 2. RISK CATEGORY II 3. EXPOSURE CATEGORY C 4. ENCLOSURE CLASSIFICATION ENCLOSED 3. DOOR DESIGN WIND PRESSURE (SERVICE) MAN DOOR ±30.8 PSF SECTIONAL DOOR ±27.9 PSF ENTRY DOOR ±26.0 PSF DOOR DESIGN LOADS NTS NOTE TO BIDDERS EXISTING CONDITIONS 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. ANY DAMAGE CAUSED BY CONTRACTOR SHALL BE REPAIRED TO OWNER'S SATISFACTION. NOTE TO BIDDERS NTS 073109 1-09 082809 FOUNDATION SUBSURFACE PREP NOTE 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 5 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, RAMPSS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE BASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE 6-INCH THICK BASE MATERIAL SHALL CONFORM TO FDOT LIMEROCK MATERIAL; WITH AT LEAST 97% (BY WEIGHT) PASSING A 3.5 INCH SIEVE AND THE MATERIAL SHALL BE GRADED UNIFORMLY DOWN TO DUST. THE FINE MATERIAL SHALL CONSIST ENTIRELY OF DUST OF FRACTURE. THE LIMEROCK SHALL HAVE A LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 AND NO MORE THAN 20% FINES WHEN WASHED THROUGH A NO. 200 SIEVE. THE BASE MATERIAL SHALL BE FREE OF ANY ASPHALT OR VOLATILE ORGANIC MATERIALS. INSTALL A MINIMUM 15-MIL VAPOR RETARDER, MEETING ASTM E 1745, "CLASS A" REQUIREMENTS, PLACED ABOVE THE BASE AND DIRECTLY BELOW THE SLAB. THE BASE AND SUBBASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA, AS DIRECTED BY THE CEC OR AOR. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: SAND, SLIGHTLY SILTY SAND, SLIGHTIY CLAYEY SAND (SP, SP-SM, SP-SC - UNIFIED SOIL CLASSIFICATION SYSTEM LESS THAN 12 % PASSING NO. 200 SIEVE ATTERBERG LIMITS: NON -PLASTIC ORGANIC CONTENT: < 5% SUBGRADE MATERIAL 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 1557) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY AREHNA ENGINEERING, INC., DATED 4/29/2014. (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). 1-32 SPECIAL INSPECTIONS REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY ENGINEER OF RECORD: PERIODIC SPECIAL INSPECTIONS: 1. STEEL - REFER TO SPECIFICATION 05120 2. STEEL JOISTS AND JOIST GIRDERS - REFER TO SPECIFICATION 05210 3. STEEL DECK - REFER TO SPECIFICATION 05300 4. CONCRETE - REFER TO SPECIFICATION 03310 AND 03312 5. MASONRY - REFER TO SPECIFICATION 04200 6. SOILS - VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY CONTINUOUS SPECIAL INSPECTIONS: 1. CONCRETE - REFER TO SPECIFICATION 03310 AND 03312 2. MASONRY - REFER TO SPECIFICATION 04200 3. POST -INSTALLED ANCHORS - REFER TO SPECIFICATION 05090 DESIGN LOADS SPECIAL INSPECTIONS. NTS 093011 1. BUILDING CODE 2014 FLORIDA BUILDING CODE 2. GRAVITY LOADS A. ROOF DEAD LOADS MAX MIN -ROOFING INSULATION AND METAL DECK 6 PSF 3 PSF -JOISTS 3 PSF 2 PSF -MECH, ELEC, PLUMBING, SPRINKLERS AND MERCHANDISE 6 PSF 1 PSF TOTALS -------- ---------------------------------------- 15 PSF 6 PSF B. LIVE LOADS 1. ROOF 20 PSF C. SNOW LOAD N/A 3. LATERAL LOADS A. WIND LOADS 1. BASIC WIND SPEED (3-SECOND GUST) -ULTIMATE WIND SPEED 140 MPH -SERVICE WIND SPEED 109 MPH 2. RISK CATEGORY II 3. WIND EXPOSURE CATEGORY C 4. VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) 0.87 5. INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 6. WIDTH OF EDGE ZONE FOR JOISTS (a) 4.1 FT 7. WIDTH OF EDGE ZONE FOR JOIST GIRDERS (2h) 33 FT B. DESIGN WIND PRESSURE (SERVICE) (LOADS ALREADY INCLUDE 0.6 LOAD COMBINATION FACTOR IN ASCE 7-10, SECTION 2.4.1) 1. EXTERIOR WALLS (BASED UPON 100 SQ FT) INTERIOR ZONE 23.2 PSF CORNER ZONE 26.0 PSF PARAPETS 42.2 PSF 2. ROOF UPLIFT (NET) JOIST GIRDER EDGE ZONE 14.9 PSF JOIST CORNER ZONE 23.4 PSF JOIST EDGE ZONE 23.4 PSF JOIST INTERIOR ZONE 18.8 PSF C. SEISMIC LOADS N/A 1-10 FOUNDATION SUBSURFACE PREPARATION - NTS D82611 1-11 LEGEND 000'-0" INDICATES TOP OF BOND BEAM ELEVATION AT ROOF BETWEEN CMU CONTROL JOINTS INDICATES MASONRY CONTROL JOINT ITEMS IN LEGEND MAY NOT OCCUR ON ALL PLANS LEGEND NTS 073109 ROOF TOP UNIT (RTU) INDICATES CONCENTRATED LOAD; REF 1-S2 1-09 ABBREVIATION LEGEND NOT ALL ABBREVIATIONS USED ON DRAWINGS ABBR DEFINITION ABBR DEFINITION AB ANCHOR BOLT LLH LONG LEG HORIZONTAL ACI AMERICAN CONCRETE INSTITUTE LLV LONG LEG VERTICAL AFF ABOVE FINISHED FLOOR LONG LONGITUDINAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MATL MATERIAL AISI AMERICAN IRON AND STEEL INSTITUTE MAX MAXIMUM ARCH ARCHITECTURAL MECH MECHANICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS MFR MANUFACTURER AWS AMERICAN WELDING SOCIETY MIN MINIMUM BFF BELOW FINISHED FLOOR MISC MISCELLANEOUS BL BLOCK LINTEL MTL METAL BM BEAM NO NUMBER BO BOTTOM OF NS NEAR SIDE BOS BOTTOM OF STEEL NTS NOT TO SCALE BOT BOTTOM OC ON CENTER BRG BEARING OD OUTSIDE DIAMETER BTWN BETWEEN OH OPPOSITE HAND CJ CONTROL JOINT OPNG OPENING CL CENTER LINE PAF POWDER ACTUATED FASTENER CLR CLEAR PCF POUNDS PER CUBIC FOOT CMU CONCRETE MASONRY UNIT PL PLATE COL COLUMN PLF POUNDS PER LINEAR FOOT CONC CONCRETE PMEJ PREMOLDED EXPANSION JOINT CONN CONNECTION PSF POUNDS PER SQUARE FOOT CONST CONSTRUCTION PSI POUNDS PER SQUARE INCH CONT CONTINUOUS REF REFER TO DIA DIAMETER REINF REINFORCING EA EACH READ REQUIRED EIFS EXTERIOR INSULATION AND FINISH SYSTEM ROT ROTATE EJ EXPANSION JOINT RTU ROOF TOP UNIT EL ELEVATION SCHED SCHEDULE ELEC ELECTRICAL SDI STEEL DECK INSTITUTE EQ EQUAL SIM SIMILAR EW EACH WAY SJI STEEL JOIST INSTITUTE FDN FOUNDATION SPECS SPECIFICATIONS FF FINISHED FLOOR STL STEEL FS FAR SIDE STRUC STRUCTURAL FTG FOOTING T&B TOP AND BOTTOM GA GAGE THK THICKNESS GC GENERAL CONTRACTOR TO TOP OF GYP BD GYPSUM BOARD TOC TOP OF CONCRETE HORIZ HORIZONTAL TOF TOP OF FOOTING HSA HEADED STUD ANCHOR TOGB TOP OF GRADE BEAM HSS HOLLOW STRUCTURAL SHAPE TOM TOP OF MASONRY INFO INFORMATION TOS TOP OF STEEL ISO ISOLATION TRANS TRANSVERSE JBE JOIST BEARING ELEVATION TYP TYPICAL JST JOIST UNO UNLESS NOTED OTHERWISE JT JOINT VERT VERTICAL KSI KIPS PER SQUARE INCH W WIDTH DESIGN LOADSNTS 092509 1-08 C2 GENERAL NOTES 1.0 GENERAL ------------ ----------- -------------------- --------- --- 1.1 THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE. THE GENERAL CONTRACTOR SHALL COORDINATE ALL FIELD MEASUREMENTS AND EXISTING CONDITIONS AND KNOWN COMPLICATIONS WITH THE WALMART CONSTRUCTION MANAGER AND MATERIAL SUPPLIERS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 1.2 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. 1.3 THE STEEL FRAMING AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, ROOF DECKS, AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. 1.4 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. 1.5 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING DURING CONSTRUCTION. 1.6 BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 2.0 FOUNDATIONS AND SLABS -ON -GRADE___________________________________ 2.1 FOOTING DESIGNS ARE BASED ON A NET SOIL BEARING PRESSURE OF 2500 PSF. IF SUITABLE BEARING MATERIAL IS NOT ENCOUNTERED AT THE ELEVATION INDICATED ON THE DRAWINGS AS INDICATED BY A LICENSED GEOTECHNICAL ENGINEER, THE CONTRACTOR SHALL OVEREXCAVATE UNTIL SUITABLE BEARING MATERIAL IS ENCOUNTERED. 2.2 THE CONTRACTOR MUST READ THE SOILS REPORT AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. 2.3 THE 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. 2.4 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, ETC. SHALL BE 16 INCHES (UNO). 2.5 STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. 2.6 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE UNLESS NOTED OTHERWISE. 2.7 PROVIDE SAW CUT JOINTS AT 12'-0" OC MAXIMUM SPACING UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 2.8 PROVIDE (2) #4 BAR, 4'-0" LONG DIAGONALLY AT REENTRANT CORNERS IN TOP OF SLAB. 2.9 "CJ" INDICATES SAW CUT CONTRACTION JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. REF SPECIFICATION SECTION 03312. 2.10 HORIZ BARS IN FOOTINGS AND STEM WALLS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS UNO. REF "CORNER BAR REINF DETAIL". 2.11 FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 2.12 FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. 3.0 CONCRETE AND REINFORCING STEEL_____________________________________ 3.1 MINIMUM COMPRESSIVE STRENGTH (F'c) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS (REF SPECIFICATIONS): A. STRUCTURAL CAST -IN -PLACE CONCRETE 3,000 PSI SPECIFICATION SECTION 03310 B. EXTERIOR CAST -IN -PLACE CONCRETE SLABS REF SPECS SPECIFICATION SECTION 03310 C. INTERIOR CAST -IN -PLACE CONCRETE SLABS 3,500 PSI SPECIFICATION SECTION 03312 FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS. 3.2 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60. 3.3 REFER TO ACI 318 FOR CONCRETE COVER, ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE. 3.4 LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD. 4.0 STRUCTURAL STEEL_____________ 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: STRUCTURAL STEEL YIELD ASTM SPECIFICATION A. WIDE FLANGE STEEL SHAPES: 50 KSI A 992 B. SQUARE AND RECTANGULAR STEEL TUBING: 46 KSI A 500 GRADE B C. BARS, PLATES, CHANNELS, ANGLES, AND ANCHOR BOLTS: 36 KSI A 36 (UNO) D. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A 325-N HIGH -STRENGTH BOLTS, UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT, UNO. 4.3 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI 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. 4.6 PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER BASE PLATE AFTER ERECTION. 4.7 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNO, (INCLUDING ROOF DRAIN OPENINGS). 5.0 STEEL JOISTS______________________________________ 5.1 HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED WITHIN 3 INCHES OF JOIST PANEL POINTS OR JOIST SHALL BE REINFORCED PER "JOIST REINFORCING AT POINT LOADS" DETAIL. HANGER LOADS GREATER THAN 100 POUNDS SHALL NOT BE ATTACHED TO THE EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST CHORD. 5.2 JOISTS SHALL RESIST THE NET UPLIFT PRESSURE ON ROOF SHOWN IN THE DESIGN LOADS. 5.3 SPECIAL JOISTS THAT REQUIRE SPECIFIC ORIENTATION SHALL BE TAGGED AT ONE END. DEFINE LOCATION OF TAGGED END ON ERECTION DRAWINGS. 5.4 DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. 5.5 JOIST MANUFACTURER SHALL DESIGN THE COMPRESSION CHORD OF ALL JOISTS SUPPORTING ROOF TOP UNITS, AND OTHER STRUCTURES FOR AN UNBRACED LENGTH APPLICABLE TO THE CONDITIONS AT THE PROJECT WHERE THE UNBRACED LENGTH IS GREATER THAN THE SJI MAXIMUM. 6.0 STEEL DECK_____________ 6.1 ROOF DECK SHALL BE PAINTED TYPE "B" (WIDE RIB) THREE SPAN MIN AS SHOWN ON ROOF FRAMING PLAN. REFER TO THE "ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE" FOR ATTACHMENT PATTERN OPTIONS. 6.2 PROVIDE 2 LAYERS OF ROOF DECK WHERE SINGLE SPAN CONDITION EXISTS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF BOTH LAYERS OF ROOF DECK. 6.3 WHEN THE ROOF DECK IS WELDED, WELDING RODS SHALL BE E 6022. 7.0 LIGHT GAGE STEEL FRAMING___________________________________ 7.1 FOR 18 GAUGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF -DRILLING, SELF -TAPPING SCREWS OR POWDER ACTUATED FASTENERS. 7.2 FOR 16 GAUGE AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE USING SELF -DRILLING SELF -TAPPING SCREWS, POWDER ACTUATED FASTENERS, OR BY WELDING AS INDICATED ON THE DRAWINGS. 7.3 SELF -DRILLING SELF -TAPPING SCREW OR POWDER ACTUATED FASTENER CONNECTIONS ARE NOT PERMITTED TO BE USED WHERE WELDED STUD CONNECTIONS ARE SHOWN ON THE DRAWINGS. 7.4 ALL 18 GAUGE AND LIGHTER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL 16 GAUGE AND HEAVIER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. 7.5 WHERE DETAILED CONNECTIONS OCCUR AT BRIDGING HOLES, INSTALL 16 GA x V-0" TRACK OVER STUD WITH (4) #10 SELF -DRILLING SCREWS EACH LEG. CENTER TRACK ON CONNECTION. 8.0 MASONRY --- ---------------- ------------- 8.1 CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'm) SHALL BE 2000 PSI. THE NET AREA COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS SHALL BE 2800 PSI. 8.2 MORTAR SHALL BE A PREBLENDED DRY MIX CONFORMING TO ASTM C 1714 AND MEETING THE PROPERTY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. 8.3 GROUT SHALL MEET ASTM SPECIFICATION C 476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 8.4 GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. 8.5 HORIZONTAL JOINT REINFORCEMENT SHALL BE LADDER TYPE, (REF SPECS). JOINT REINFORCEMENT SHALL BE SPACED AT 8" OC BELOW FINISHED FLOOR AND IN PARAPETS AND 16" OC ABOVE FINISH FLOOR. 8.6 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 8.7 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 SHALL BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 8.8 INSTALL TEMPORARY BRACING AT ALL CMU WALLS. 00 NOT REMOVE TEMPORARY BRACING UNTIL WALL IS PERMANENTLY BRACED BY CONNECTION TO THE ROOF STRUCTURE. 8.9 REFER TO DETAILS FOR PRIMARY WALL REINFORCEMENT. 8.10 REFER TO CMU WALL REINFORCING DIAGRAM AND TYPICAL MASONRY WALL OPENING DIAGRAM AND SCHEDULE FOR ADDITIONAL REINFORCING AT OPENINGS, CONTROL JOINTS, CORNERS AND ENDS OF WALL PANELS. 8.11 REFER TO FOUNDATION AND FRAMING DETAILS, FOR ADDITIONAL BOND BEAM LOCATIONS AND EMBEDDED ITEMS. 8.12 PROVIDE HORIZONTAL REINFORCEMENT AS INDICATED IN THE CMU WALL REINFORCING DIAGRAM. USE OPEN KNOCK OUT BOND BEAM BLOCK. DO NOT USE TROUGH TYPE BLOCKS FOR BOND BEAMS. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS, UNO. 8.13 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATION SECTION 04200 FOR REQUIREMENTS. 8.14 INSTALL EMBEDDED STEEL ITEMS FOR OVERHEAD DOORS IN GROUTED CELLS. COORDINATE LOCATIONS OF EMBEDDED ITEMS WITH OVERHEAD DOOR MANUFACTURER. 9.0 POST -INSTALLED ANCHORS______________________________________________________ 9.1 POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. REFER TO SPECIFICATION 05090 FOR ADDITIONAL INFORMATION. 10.0 SUBGRADE AND BASE 10.1 THE TESTING AGENCY SHALL VERIFY THE SUBGRADE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE PAD PREPARATION, A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF ROLLING OF THE SUBGRADE TO IDENTIFY UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL RECOMPACT OR REMOVE AND REPLACE SOFT AREAS AS DETERMINED TO BE UNACCEPTABLE BY THE TESTING AGENCY. THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER, 10.2 THE TESTING AGENCY SHALL VERIFY THE AGGREGATE BASE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE PAD PREPARATION JUST PRIOR TO PLACING THE SLAB. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF ROLLING OF THE SUBBASE TO IDENTIFY UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL REPAIR SOFT AREAS AS DIRECTED BY THE TESTING AGENCY. RUTTING DUE TO PROOF ROLLING DEEPER THAN 1/2 INCH IN THE SUBBASE SHALL BE UNACCEPTABLE, THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER AND THE ENGINEER STATING THE SUBGRADE AND SUBBASE IS ACCEPTABLE. 10.3 NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUAL SOIL CONDITIONS ARE FOUND. 10.4 PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. 10.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. 10.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. GENERAL NOTES ABBREVIATION LIST ` % NTS 080913 1-31 NTS 082809 1-07 �� •�..j � dgo V U w Wwo W F o o wow zUF�Q3 w as UQOaJ aQ F~a�w00V1-=ZaNW wF �a�`��op aV' }6zOaHZ�FwdFoWF LL Z O Z amo X�wao�¢> 0 Ud Lo, Wd'Z�d.ha C7 n. z 2' axaUW 2F ~ zcn�j' a;-4 0ov_�LZ a D wzRaJULl UOfwzUw Lma,0z Lww�0>ZFOW5 0U �ONUafnaOXCLa.Ldn pp s y 0 4 H °ao O €s u ago J N m � cn D 0 �o 0 O ISSUE BLOCK / l \ 12/04/15 REISSUE CHECKED BY: BJH DRAWN BY. CMP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 JBA PROJ#: 1435000706 LIQUOR BOX GENERAL NOTES SHEET: So N 0 0 r` 0 I Ln a w a 0 z ¢ z ¢ z 0 0 z O x 0 m 0 c� J 7h 0 0 0 0 Ln d' Loj ao L.L_ 0 o N -j \ = r = w N co 0 0 0 0 U / w °' 0 � I m 0 0 N Ln �cn o � ,U N LU �p 0 -[if o w N co / REF MANUFACTURER FOR SLAB EXTENTS, REF MECH FOR LOCATION THICKNESS AND REINFORCING; SLAB AND EXACT CONFIGURATION SHALL MEET THE REQUIREMENTS FOR OF GREASE INTERCEPTOR H2O TRAFFIC LOADING SLOPE PAVEMENT MANUFACTURER'S COVER OR GRADE AWAY [FROM MANHOLES ----- - I I I I I I I I I I II II I I I I II II I I I I II II I I N I EXISTING BUILDING WALL EXISTING BUILDING FOOTING 3000 PSI ' CONCRETE 1 AROUND TANK IF EXCAVATION IS REQUIRED BEYOND THE PLANE SHOWN, THE CONTRACTOR SHALL INSTALL A TEMPORARY ENGINEERED BRACING/STABILIZING ' SYSTEM TO AVOID UNDERMINING THE EXISTING FOOTINGS PEA GRAVEL BELOW TANKS WITH 3/4" MAXIMUM AND 1/8" MINIMUM PARTICLE SIZE. GRAVEL SHALL BE CLEAN AND FREE FLOWING, FREE FROM LARGE ROCKS, DIRT, SAND, ROOTS, ORGANIC MATERIAL OR DEBRIS. MATERIAL SHALL HAVE NO MORE THAN 3% PASSING THE #8 SIEVE AND SHALL BE COMPACTED TO 98% STANDARD PROCTOR GREASE INTERCEPTOR N TS EXTERIOR FA OF CMU NEW SLAB TO MATCH EXISTING 1/2" DIA x 0'-8" SMOOTH ROUND DOWELS AT 24" OC (3 MIN); DRILL AND EMBED 6" INTO EXIST WITH HILTI HIT-HY 200 ADHESIVE EXISTING SLAB TO REMAIN -� #4 #4 DOWELS AT 24" OC; DRILL AND EMBED 4" INTO EXISTING CMU WITH HILTI HIT-HY 70 ADHESIVE — 12" CONST JT REQD 1/2" DIA x 0'-8" SMOOTH ROUND DOWELS AT 24" OC (3 MIN) CENTERED ON JOINT WITH GREASE ON ONE END; LOCATE DOWEL 4" FROM FACE OF CMU AT EACH END REF 3-S1 FOR STOOP EXISTING CMU ............. ..._..................... ..... _....... ...._......._.................................................: EXISTING 10" CONT FTG SLAB INFILL AT NEW OPNG 3/4"=1'-0" REF PLAN FOR STL COLUMN WRAP COLUMN WITH 1" FLEXIBLE FOAM CLOSED CELL EXPANSION MATERIAL (FILL TOP WITH ELASTOMERIC SEALANT) WATERPROOF BASE PL, ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF EL BASE PLATE 3/4"x12"x1'-O" WITH (4) 3/4" DIA A36 ALL -THREAD RODS; DRILL AND EMBED 6 3/4" WITH HILTI HIT-HY 200 ADHESIVE; PROJ 4", REF 10-S3 REF FDN PLAN FF EL 1 LOCATE PILASTER REINF AS SHOWN; SIZE OF REINF TO 1 1/2" NON -SHRINK GROUT BELOW COLUMN MATCH TYP VERT WALL REINF, BASE PL PLACED AFTER ERECTION AND REF 2-S1; PROVIDE FTG DOWELS PRIOR TO INSTALLATION OF ROOF DECK, TYP AT REINFORCED CELLS, REF 2-S1 98'-0" FIELD VERIFY)JAMB REINF, >_ TOF EL BUILDING WALL REF 1-S3 w .... _..........I I MATCH EXIST 3" BO FTG EL MORTAR COLLAR #5 AT 12" OC T&B; DRILL AND CLR JOINT SOLID ° EMBED 6" INTO EXISTING FTG (2) #5 T&B WITH HILTI HIT-HY 200 ADHESIVE " V-6" 4"--] " (x 5'- 6") (FIELD VERIFY) NEW COLUMN AT EXIST WALL #2 TIES AT 16 OC 8" CMU PLACED IN BED REF PLAN JOINTS, TYP CMU PILASTER — PLAN VIEW 3/4" = V-0" V f 3/4"=V-0" 073109 FILL JOINT FLUSH WITH ADJACENT FLOOR SURFACE RESAW CONSTRUCTION JOINT 1 /8" x " T/4 DEEP TO PRODUCE VERTICAL SIDE WALL AND HORIZONTAL SHELF TO SUPPORT JOINT FILLER. FILL WITH JOINT FILLER OR JOINT SUBFLOOR FILLER WHERE REQUIRED PER SPECIFICATIONS NOTE: REF ARCH FOR LENGTH OF STOOP s2_2-008 SLAB JOINT ALIGNS WITH CMU FACE AT SIM DOOR, REF ARCH PLATE DOWELS AT \ "- NOTE: 1/2" DIA x 0'-8" SMOOTH ROUND DOWELS 24" OC, REF SPECS DOWELS MUST BE LEVEL AT 24" OC CENTERED ON JOINT; DOWELS AND SQUARE WITH JOINT. MUST BE LEVEL AND SQUARE WITH JOINT PMEJ AND SEALANT, CONSTRUCTION JOINT (CONST JOINT) (REQD ONLY AT CONC PAVING) REF ARCH 4B PAVING #4 AT 16" OC EWj\ _ OfSLOPE REF ARCH �" 0 " FILL JOINT FLUSH WITH ADJACENT IRV TOC EL FLOOR SURFACE ry ° T I SAWCUT CJ, FILL WITH JOINT FILLER I 1„ OR JOINT SUBFLOOR FILLER WHERE -I _ SLAB TURN DOWN ON REQUIRED PER SPECIFICATIONS ° ° THREE SIDES, TYP o� 1 /8" x T/4 DEEP SAWCUT NON -FROST CONTRACTION JOINT FOR WET CUTTING SUSCEPTABLE FILL OR EARLY ENTRY SAW CUTTING (2) #4 CONT WITH \ CORNER BARS 3" 3" CLR CLR • _ 1 - 0' CONTRACTION JOINT (CJ) 4A NOTE: REF 2-S1 FOR ITEMS SHOWN BUT NOT NOTED. CONCRETE SLAB JOINTS 3/4" = 1'-0" 083013 4- 22 NOTE: IF EXISTING CELL(S) IS REINFORCED AND GROUTED SOLID, REINFORCING SHOWN FOR THAT CELL(S) IS NOT REQD. GROUT SOLID FROM TOP OF FF TO BOTTOM OF STL LINTEL CUT INSIDE CMU FACE SHELL TO INSTALL BARS, (CUT EXTERIOR FACE OF CMU WHERE INSIDE FACE IS NOT ACCESSIBLE. REPLACE EXISTING EXTERIOR FACE SHELLS AFTER GROUTING); CMU WALL FORM AND GROUT IN 5'-0" LIFTS ....... ....... _ - cyLd Lds 11 - _.... ..... - (1) #6 CONT IN EACH CELL 8" 1'-4" FROM FF TO ROOF; REF 5-S3 FOR LAP BM BRG JAMB REINFORCING 'n' �A�T N�EW�Q�P NG _, (2) #4 x 2'-0"; SET 1 1/2" FROM RE-ENTRANT CORNER AND 1 1/2" BELOW SLAB SURFACE, TYP CJ 3/4"=1'-0" 073109 CJ NOTE: NO REINF STL 0 NECESSARY WHEN 2 SAW JOINTS TERMINATE AT RE-ENTRANT CORNER. RE—ENTRANT CORNER REINFORCING NTS 073109 3-4-08 C � L CMU I CL FTG AS INDICATED IN 8" CMU WALL REINFORCED -1/2" DIA x 0'-8" SMOOTH ROUND GENERAL NOTES WITH #6 AT 48" OC; DOWELS AT 24" OC (3 MIN) CENTER IN WALL CENTERED ON JOINT WITH GREASE PMEJ AND SEALANT IF ON ONE END; LOCATE DOWEL 4" REQUIRED, REF ARCH 30# FELT JOINT FROM FACE OF CMU AT EACH END CONT, TYP PAVING REF FDN PLAN FF EL REF FDN PLAN -"-"-" • FF EL Mrl (1) #5 CONT LEVELING MORTAR BED BELOW FIRST COURSE SOLID GROUT ALL (1) #5 CONT LAP WITH REINF CELLS BELOW GRADE REF FDN PLAN IN BOND BEAM BEYOND REF FDN PLANjk TOF EL #3 x 3'-O" DOWELS o2,-Q" AT 16" OC (3 MIN) NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. �l SLALB_8�T OPENING WITH STOOP 080913 PROVIDE HORIZ REINF TOF ELqV 0 I (3) #5 CONT DOWELS MATCHING 3" 3" CMU WALL REINF SIZE CL CLR AND SPACING WITH 2'-0" STANDARD ACI HOOK; ALTERNATE HOOK DIRECTION 1 EXTERIOR WALL FOOTI N G 3-4-14 ` L l 3/4" = 1'-0" 112709 S2-001 4-01 1 0.9 NOTE: REF 7-S1 FOR REF INFORMATION SHOWN EXIST CMU WALL PLAN BUT NOT NOTED TO REMAIN REF PLAN FOR l STL COLUMN II a. I I WATERPROOF BASE PL, ANCHOR - BOLTS AND COLUMN WITH ASPHALTIC MASTIC BELOW FF EL REF 7-S1 FOR BASE PLATE WITH (4) 3/4 DIA ! ` i ALL -THREAD RODS DRILLED AND EMBEDDED EXIST STL COLUMN 1 j i 6 3/4" INTO EXISTING FOOTING WITH HILTI TO REMAIN HIT-HY 200 ADHESIVE; PROJ 4', REF 10-S3 EXIST SLAB I , TO REMAIN REF FDN PLAN --- I i FF ELlip I EXIST FOOTING I j I I TO REMAIN 98'-8" FIELD VERIFY �- TOF EL w E • _I j MATCH EXIST BO FTG EL #5 AT 12" OC T&B; DRILL AND 7' 2 -0 (3) #5 T&B EMBED 6" INTO EXISTING FTG WITH HILTI HIT-HY 200 ADHESIVE (FIELD (x4'-6") VERIFY) 1 NEW COLUMN AT EXIST WALL 3/4" = 1'-0" 0.9 I I� 40'-8" CMU CONTROL JOINT 20'-0" 20°-8" S1 ROT REF ARCH FOR DETAILS 4'-0" 6'-4" 30'-4" 1r------------- RE 5-S1 FOR REINF I I I 9 ROT I N CO I _ I1 !--- - - - - - - - - - - - - - - ----------------------- 11 8-S1 I I I i COORDINATE SEQUENCING DOWEL NEW CMU WALL VERT OF COLUMN AND CMU WALL 98'-8" i I REINF TO EXIST FTG, EMBED INSTALLATION IN ORDER TO TOF EL i I f 6 3/4" WITH HILTI HIT-HY INSTALL ANCHORS IN 0 COLUMN BASE PLATE 200 ADHESIVE I < CJ INFILL 3'-4" WIDE OPENING WITH 8" CMU UNITS TO I � 98 -8 MATCH EXISTING; SIDES OF OPENING SHALL BE 1 i Q TOF EL TOOTHED IN TO MATCH RUNNING BOND; DO NOT CUT � i m I THE EXISTING VERTICAL REINFORCEMENT; ALTERNATE cc ao i I O + FACE SHELLS AT JAMB MUST BE CAREFULLY REMOVED N I I 1 TO LEAVE GROUTED CORE WITH REINFORCEMENT INTACT; � I P N i Q CJ WITH 3'-4" OPENING TOOTHED IN PLACE, NO FURTHER DOWELLING OF THE INFILL OPENING TO EXISTING WALL I IS REQUIRED; ALL SIDES SHALL BE PROPERLY PLACED I U CJ AT 3 EQUAL SPACE WITH FULL MORTAR JOINTS I I I U r I I I 8-S1 _ _ _ I I cJ I �- - B. 4 TOF EL 1 I 4" CONC SLAB UNREINF OVER 1 I (FIELD VERIFY) I 30# FELT ISO I I VAPOR BARRIER (REF SPECS); FF EL = 100'-0" JT AGAINST U EXISTING WALL w I HSS6x6x1 /4, TYP U �II 3 PLACES U) CJ I 2-S1 I I _j [ EXISTING 00 0 i ? [ II CMU WALL I '°No N i i w0 CJ; REF j °° 4-S1, TYP EXISTING CONT I ' WALL FOOTING I I Q E EXISTING COL, TYP I I U I 1 98'-0„ TO EL I I I 7-S1 11._... _..... (FIELD VERIFY) CJ I — i I I I I I I I I 1 I I I I I I I I I C, STEP BOTTOM OF FOOTING IF I 1 Ld CJ NECESSARY TO MATCH BOTTOM OF I ¢ EXISTING FOOTING AND PROVIDE (3) #5 1 x 2'-0" DOWELS; DRILL AND EMBED 6" i I I i i Q WITH HILTI HIT-HY 200 ADHESIVE CD I N I I 2-S1 N w I r7 CL CL Q CJ COL COL I I I 1'-10" -4 1' 10" I U REF -S3 FOR , i I 1 i REIN , TYP 6 TYP I ao i I S1 i co I I i 1 N N I I I - - - - --------------- ---------- ----------� � �� �� Ln -I 1 4-S2,1 4-S2.1 1 z Q ¢ 98 -8 cn I ____OH_-� WIDEN FOOTING 8" o 0 zI L-------- 0 o TOP EL N AT PILASTER, TYP; � J � PROVIDE (1) 0 o 0 ow �' ADDITIONAL #5 BOT z w z 0 2'-8" U IY Q 2'-8" 14'-8" 16'-0" 9'-4" ¢ IL w (WINDOW) 2'-0" 2'-0" U U 1 CMU CONTROL JOINT 20'-0" 29'-4" REF ARCH FOR DETAILS 49' - 4" LIQUOR BOX FOUNDATION PLAN 1 /8" = 1'-0" vz •� � Ego Vj U w Wwo LLJ w N �. L, N2wi ow nHw'Z w Ld o F-(w� as��oo¢ a�, 0 wNVOZo� 0 �� zza ww.roo waxac� xo L, a _j Z�. NU NNwaS„XQ} O o�a�=niiZ�a`iNwo�v�io _w-1 W?wo-w�3o~aVZI o vi _j ox}w- z op=moacwwcwzcm NwazPtowu- Ea,} ywWooDawwo�zow� 1,40$ ss 11 °• Z. r � o Ln z et .2-, °z la- J R g I. z .3 do % a m o MO ' � z 0 A %0 X O O 0 oa co �o � ..........o � z LI_J Gig O ISSUE BLOCK / 1 \ 107/11/161 ADD #3 CHECKEd BY: BJH DRAWN BY: CMP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 JBA PROJ#: 1435000706 LIQUOR BOX FOUNDATION PLAN AND DETAILS SHEET: s 1 -- - �. .. x .- . � r : �: rr•� -. 'n+' "� a�Je;`:n�Y- (0 0 r- 0 I J w 0 0 z Q z Q J m C� Z_ a af 0 0 x 0 m O D cy N cn I 0 NO 0 0 O 0 0 Ln 1`r7 Q I � It N 0) o N 0 w oV N r I- = m w N O > r O o U / w 0') rn rn 0 Q z j U ao 00 rr o m 00 EXISTING 8" CMU SOAP CML REF AR( 14VBOS EL W8x24; BEAR 8" ON FIRST FULL CELL ADJACENT TO OPENING; FULLY GROUT CMU TO FOUNDATION AND PROVIDE (2) 3/4" DIA x 7" EMBED ABs (3" PROJ) IN SHORT SLOTTED HOLES, TYP EACH END STEEL LINTEL 7 AT NEW OPNG 3/4p'=l'-O" 073109 4-02 REF ARCH TOM EL 1 REF 2-S1 FOR CMU WALL REF ROOF FRAMING PLAN ,J TO BOND BEAM EL BOND BEAM WITH (1) #5 CONT; FULLY GROUT 16" ABOVE AND 8" BELOW BOND BEAM L3x3x1 /4 CONT; REF 11-S3 FOR SPLICE REF 9-S3 FOR EMBED PL AT 48" OC CENTERED ON TOP EDGE OF CONT STEEL MEMBER PROVIDE 1/2" DIA BOLTS REF ROOF DIAPHRAGM GRID AS REQD BY OSHA/SJI CONNECTION DIAGRAM AND AT COLUMN SCHEDULE FOR ATTACHMENT TYPE, SIZE AND SPACING (2) 3/4" DIA ERECTION BOLTS ON 5" GA AT TYP 1/4 3 EACH JOIST GIRDER 1/4 3 3/4" I CAP PLATE 4 SIDES I 1 /41 II I I I ��2 WELD NEAR SIDE 3/16 3TYP BOTTOM HALF AND 11" TYP FAR SIDE UPPER 3/16 3 1 HALF TYPLL//Z I 1'1 I I I 1 I I 13/16" DIA HOLE FOR GUYING JOIST STABILIZER WELD NEAR SIDE PLATE 1/2"x6"xO'-6"; BOTTOM HALF AND 3/16 3 DO NOT WELD JOIST FAR SIDE UPPER 3/16 3 i I TO PLATE, TYP HALF TYP STABILIZER PLATE 1/2"x6"x0'-6"; DO NOT WELD JOIST GIRDER TO PLATE, TYP 3 16 4 EACH 3/16 4 EMBED TYP —REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING WELDED X-BRIDGING (NOT REQD AT UPLIFT BRIDGING) BRIDGING AS READ •� BY SJI TYP I � 1/2" DIA SLEEVE ANCHOR 1/8 FURNISHED BY CONTRACTOR f _ ANGLE FURNISHED BY JOIST SUPPLIER REQUIRED AT UPLIFT BRIDGING ONLY DECK BEARING AT CMU WALL 3/4„ V-0" -IN JOIST GIRDER AT COLUMN 3/4" = 1'-O" 112505 s5-008 1 8 2 1/8 2 REF ROOF FRAMING PLAN llp TO BOND BEAM EL AND JBE BOND BEAM WITH (1) 5 CONT FULLY GROUT 77 8" BELOW BOND BEAM PROVIDE #3 WITH ACI STANDARD 180• HOOK AT EA VERT; REF 5-S3 FOR LAP REF 2-S1 FOR CMU WALL REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING 4" JST TYP BRG 3f16 EACH ___<JOIST L3x2 2x1 /4 (LLH) NT REF 2-S2 FOR BRG PL AT EA JST OIST BEARING AT SIDE WALL 3/4"=1'-0" ANGLE TO TUBE 3/16 KTi[:1 SPLICE CONT STEEL MEMBER WITH CONT PLATE, REF 11-S3 FOR SPLICE PLATE REF 5-S2 FOR CONT ANGLE PROVIDE HSS2 1 /2x2 1 /2x3/16 x 0'-8" FOR SUPPORT OF CONT ANGLE; CENTER ON JOIST GIRDER JOIST GIRDER 0.9 REF PLAN REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK -`---- I ATTACHMENT TYPE, SIZE, AND I SPACING ....... _. _.............. _. TYP EA JOIST 3 16 / L5x3x1 /4 (LLV) CONT WITH 1/2" DIA ALL -THREAD RODS AT 32" OC IN 2 1/2" - ! PROVIDE 2 1/2MIN LONG VERT SLOTTED HOLE; REF 11-S3 BRG LENGTH SECURITY STRAP BY GC: FOR SPLICE; DRILL AND EMBED 4 1/2" 1. 3/4" WIDE 24 GAGE GALVANIZED STEEL STRAP WITH INTO GROUTED CMU WITH HILTI HIT-HY 70' ALTERNATING 1/4" AND 3/16" DIAMETER HOLES. ADHESIVE; CENTER BOLT IN SLOT, HAND 2. SHALL BE LONG ENOUGH TO PREVENT SHARP TIGHTEN NUT AND DAMAGE THREADS BENDS WITHOUT EXCESSIVE SLACK. 1 8 2 3. SHALL NOT BEAR ON CONDUIT, CABLES, ETC. ° sm 1/8 2 � 1 � Ak REF ROOF FRAMING PLAN j JOIST WEB v zQ Vp JBE �N MEMBER Z JOIST r� 1�0 PROVIDE 12" MIN GROUT COVER ON °°° BOTTOM w ALL SIDES OF ANCHOR; GROUT ' zo SECURITY CHORD i w SHALL BE CURED FOR 7 DAYS STRAP - - PRIOR TO INSTALLING ANCHOR i f 0 1 SCREWS BY GC: tw BOTTOM SELF DRILLING S-MD PER JOIST _ - - - CHORD ' 12-14x3/4" HWH #3 ERECTION -- 1 BRACE i HILTI KWIK-PRO OR DRAWINGS j EQUAL. MINIMUM END PER JOIST --< EC 10 DISTANCE = 3/4" (1) 3/4" DIA A307 SAFETY BOLT ERECTION SNUG TIGHTENED AFTER BRACE HAS7f ' DRAWINGS BEEN WELDED (REF JOIST ERECTION PROVIDE 1/2" DIA BOLTS DRAWINGS) SAFETY BOLT SHALL BE AS REQD BY OSHA/SJI INSTALLED -NO EXCEPTIONS PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQUIRED BY SJI; WELD EXIST CMU WALL EACH END AS REQUIRED BY SJI (BRACE TO REMAIN SHALL BE DESIGNED AS REQUIRED BY SJI TO CARRY BOTH APPLICABLE TENSION AND COMPRESSION FORCES) JOIST GIRDER AT EXISTING WALL 1 L3x3x1/4 CONT; ATTACH TO CMU WALL WITH 1/2" DIA ALL -THREAD RODS AT 32" OC; EXIST JOIST DRILL AND EMBED 4 1/2" INTO TO REMAIN GROUTED CMU WITH HILTI HIT-HY 70 ADHESIVE -------------- I' { I REF PLAN FOR 1 NEW MTL DECK II is PROVIDE 12" MIN GROUT COVER ON ALL SIDES OF ANCHOR; GROUT SHALL BE CURED FOR 7 DAYS EXIST CMU WALL PRIOR TO INSTALLING ANCHOR TO REMAIN NEW DECK 3 AT EXIST WALL 3/4 l'-O" 3/4" = 1'-C" 4" JST REF ARCH BRG TOM EL REF 9-S3 FOR EMBED PL EQUALLY SPACED BETWEEN JOISTS CENTERED ON VERT LEG OF CONT STEEL ANGLE 1/8 2 1/8 2 /-6 REF ROOF FRAMING PLAN I/JBE BOND BEAM WITH (1) #5 CONT; 3 16 4 TYP EA 3/16 4 EMBED r- REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING TYP 3/16 EACH JOIST 11-S3 FOR SPLICE / N FULLY GROUT 24' ABOVE AND - 1 3/4" 3 1 /4"c4 8" BELOW BOND BEAM 0- 0— BRG PL 3/8"x5"x0'-1 O" WITH (2) 1/2" DIA N x 5" HSA AT EA JST (LOCATE INSIDE EDGE REF 2-S1 FOR OF PL 1/2" FROM INSIDE FACE OF WALL) CMU WALL NOTE: LOCATE VERTICAL CMU WALL REINFORCING IN ADJACENT CELL WHEN INTERRUPTED BY JOIST; PROVIDE LAP SPLICE (REF 5-S3) ABOVE AND BELOW JOIST. JOIST BE A I N G AT_QMU WALL 3/4"=1'-O" EXISTING CMU WALL DRAG STRU 3/4' = 1'-0" A.9 CL JOI ST REF PLAN FOR NUMBER OF JOIST SPACES L H S = L SPLICE i I 3 16 2 3/16 2 EA JOIST 6" I I I CL N 3„ 4„ JOIST 4„ I YP TYP 00 1 HSS2 1 / 2 1 /2x3/16 WITH 3/16"x14' CONT PLATE ........_..__. i REF 6-S2 FOR CAP PLATE I I I I ................ I 1 ' REF 6-S2 FOR I I STABILIZER PLATE I I I I REF ROOF DIAPHRAGM CONNECTION 1 DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE AND SIZE; LOCATE AT 1 6" OC AT TWO DECK FLUTES AT PLATE I I I I I I I I 1 TYP 3 16 3-12 1 3/16 3-12 8A-S2 NEW STEEL COLUMN T AT WALL CORNER 0.9 1 I 40'-8" I I 6 I CMU CONTROL JOINT 20 -0 20 -8 7-S2 i i REF ARCH FOR DETAILS 2 \m r', .� 00 N I t0 RE1—T-� FOR— - - - - - - - - - o I �r TRANSFORMER SUPPORT; REF 8-S2 FOR CONT ANGLE co Ir PROVIDE JST BOT CHORD SUPPORT TUBE LOCATED 6" FROM ILJ EXTENSION AS REQD �`°� OF COLUMN ON JOIST GIRDER CL CL 3'-10 UNIT 23 -3 f UNIT 1 I r7 CONDENSING ' 00 N UNIT 00 -co o II Y ILO v I EXISTINGS z CONDENSING `-) CMU WALL UNIT O O N 1 1 /2"x22 GA REF ARCH FOR PAINTED MTL ROOF ROOF HATCH, DECK; REF 6-S3 LOATION, REF 7-S3 FOR FOR ATTACHMENTS OPENING SUPPORT FRAMING N 4 ~ coFDESIGN JOIST FOR AN Y ADDITIONAL CONCENTRATED LOAD N APPLIED TO CHORD WHERE SHOWN BY THE (*) ON PLAN RTU: 600# CONDENSING UNIT: 100# 00 TRANSFORMER: 250# N o II NEW 10 2 00 w TON RTU 5-S2 00 N N00 `- Q cn � 9-S2 I LO z � N 10'-11 »f C B NIT__ N I 0 N II a1 ao o I N EXHAUST FAN; N " It o N Y REF 7-S3 FOR 2-S2 N SUPPORT FRAMING 00 Y- NO ao ao N O _ _ _ _ OH N= Nn N N N N 4-S2.1 �' O V� N u) 4-S2.1 Cfl L(i N B L �.r� In V) L In Iq Iq Z o Q Q N H SS8x4x1 /4 X 0 x v x x v v x U 'n - w H SS8x4x1 /4 o O m 2'- " HSS8x4x1 /4 o = TIE ROD AND 2 EQ SPACES 4'-8" 7'-4" O O CHANNEL SPACING » = 12 -9 QC „ 10 O w uj 1 IL BM CMU CONTROL JOINT 20'-0" 29'-4" L BM, A REF ARCH FOR DETAILS 1 6'- 116'-8" O I �w �m LI QU 1 /8" = ROOF FRAM s ING PLAN i" O � U CAI M � 4�0 9 W 4w U w Wwo w N �- O =- u- '�z�F 0wrnHwZ3 o rL-�W as 000� as mooN=z¢N= 0 3Zaa�`�w�aZor L, a aJ -ao�Z� a�WIto Z aI� ��wa3Xcnwp�Qy _O 3Wt�w0000��WW�oa z ~ Zcar7 tna NOFw-tnOsJ'p ZZ '� Si �0 tip-U� N�t!]O J aa_oz } U D �z��oQ�CWc)wwzo a_ �0=�i mwuj Ow�d_3�m � Dwazk-�ow,�000ao� �Dr"'.ico�ovoiaaXaawoELM a 0 0 � 0 C=) C7 a, OQ �94 (_0 CD 0 z LiJ Elf zo 0 c" cn L� w GA z W C mm A CHECKED BY: BJH DRAWN BY: CMP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 JBA PROJ#: 1435000706 LIQUOR BOX ROOF FRAMING PLAN AND DETAILS SHEET: S2 _ i 0 0 CD I J_ Q W 0 c� z a ry LL r n O z a U N I 0 0 z a 0 Q m 0 0 0 0 Ln r� Q I o; o N C14 0o � 0 o � N —I w N 0 0 r r- 0 0 U 0 rn 0 = I w 0 0 o `� 00 �Co 0 1- U N Ld 3 �p O �r�' o w N 00 % FAM REF 3-S1 F CURB AT ENTRY 6 3/4"=1'-0" 073109 S2_1-006 CL NOTE: REF 2-S2.1 FOR INFORMATION SHOWN BUT NOT NOTED NOTE: METAL DECK AND ' CONT ANGLE NOT SHOWN FOR CLARITY 3 16 REF ARCH _ �_ _ _ _ CL PIN EL jk REF 1-S2.1 TOS EL REF ARCH FOR GUTTER REF PLAN FOR BEAM-/_�'� ENTRY CA 3/4' = 1'-0" Y SECTION 072712 REF PLAN AT BUILDING CORNER ONLY, L3x3x1 /4 (GALV) FACE OF CMU WALL/BEAM /PLATE 5A—S2.1 3 16 3/16 L3x3x1 /4 GALV REF 1-S2.1 3 16 MITER BEAMS AT CORNER; FOR ANGLE 3/16 WELD ALL AROUND AND GRIND SMOOTH N cn I Ln jk REF 1-S2.1 3/16 TOS EL -- ----------------------- 1 -- ----------------------- CMU WALL L3x3x1/4 x 0'-6 REF PLAN FOR BEAM, TYP 3 SIDES 3/16 EMBED PL 3/8"x8"xO'-8" �r WITH (2) 1/2" DIA x 5" HSA IN FULLY GROUTED CELLS 1 5„ 1 1 „ 2 (5 ENTRY CANOPY AT END 3/4"=1'-0" 073109 S2-013 o SIN EMBED PL 3/8"x4"xO'-8" WITH (2) 1/2" DIA x 5" HSA CENTERED ON CANOPY SUPPORT �IN REF 2-S2.1Ak TO BOND BEAM EL REF 1-S2.ljk TO BOND BEAM ELNP BOND BEAM WITH (1) #5 CONT; FULLY GROUT 16" ABOVE AND 8" BELOW FOR LENGTH OF CANOPY STUD WALL BEYOND W74x5 x 0'-8" NOTE: METAL DECK AND CONT ANGLE NOT SHOWN FOR CLARITY 3/16 i 3/16 i REF ARCH ° - u _ _ _ 'IPCL PIN EL _ _ _ _ 1 3/4" DIA STEEL ROD CLEVIS, TYP 4�" 2 THREADED ON BOTH ENDS; EACH END NO TURNBUCKLE ALLOWED C6x8.2 AT EA REF PLAN FOR LOCATION ROD LOCATION 1/2" THICK PLATE; R=2" EACH END 4, 2" 2„ N i 2„ REF 1-S2.1 TOS EL -- io ---------- ------ - -- _ REF ARCH FOR GUTTER �714- REF PLAN FOR BEAM I 1 4 1/4 (2) 3/4" DIA A325N BOLTS EACH END 3 16 3/16 REF PLAN ATTACH UNISTRUT TO JOIST] 1/8 WITH 1/2" DIA A325N BOLT jl THRU JOIST CHORD; P1000 UNISTRUT PROVIDE DOUBLE NUT -- ----------- PROVIDE JOIST BOTTOM wL CHORD EXTENSION AS REQD TO SUPPORT UNISTRUT v�i I � L3x3x1/4xO'-6"; ATTACH TO CMU WALL WITH (2) 1/2" DIA THREADED RODS, DRILL AND EMBED 4" MIN INTO GROUTED CMU WALL WITH HILTI HIT-HY 70 ADHESIVE �- 1 /2" DIA THREADED ROD (ASTM A36); ATTACH TO UNISTRUT P1000 UNISTRUT; USING LOCKWASHER AND BOLT TRANSFORMER DOUBLE NUT AT EACH END OF TO UNISTRUT, REF EACH ROD MANUFACTURER'S RECOMMENDATIONS TRANSFORMER SUPPORT 3/4"=1'-O" 073109 8-3-05 - REF 1-S3 FOR CMU LINTEL 12 4" 12" N EMBED PL 3/8"x4"xO'-7" WITH (2) 1/2" DIAx5" HSA CENTERED ON POST - N REF ARCH BOM EL EMBED PL 3 16 1/4" CAP PLATE; SEAL WELD TO CAP PL 3/16 3/16 REF ARCH ________ _ TOS ELIP HSS6x4x3/16 POST; REF i i - PLAN FOR LOCATIONS- 4> i REF 1-S2.1 FOR GIRT L3x3x1/4 x 0'-4"Ai CENTERED ON POST, TYP 3 16 3/16 CL COL 3/16 1„ 2 3/16 i WATERPROOF BASE PL, - ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF EL _ 1 1/2" NON -SHRINK GROUT BELOW BASE PL, PLACE IMMEDIATELY AFTER POST IS PLUMBED N I ENTRY COLUMN 3/4"=1'-O" L3x3x1/4 x 0'-6" WITH (2) 1/2" DIA ALL -THREAD RODS (4" SPACING); DRILL AND EMBED 4 1/2" WITH HILTI HIT-HY 70 ADHESIVE 3/16 3 SIDES 0 114'-8" TO BOND BEAM EL o_ BOND BEAM WITH (1) #5 CONT; FULLY GROUT 16" ABOVE AND 8" BELOW BOND BEAM FOR LENGTH OF CANOPY PROVIDE FULL HEIGHT #6 VERT AT EA TIE ROD/CHANNEL LOCATION rEMBtEDD 3 125" 123 /L 3/8"x8"xO'-8" WITH (2) 1/2" DIA x 5" HSA CENTERED ON BEAM REF ARCH BOM EL REF 1-S3 FOR LINTEL STOREFRONT, REF ARCH (WHERE OCCURS) PLATE 3/8"x4"xO'-5 1/2" EACH END CL BEAM ENTRY CANOPY SECTION 3/4' = 1'-0" 072712 3/16 V REF 3- FOR S_ REF FDN PLAN FF EL (4) 3/4"x9" ANCHOR BOLTS 1 /2"x10"x1'-O" BASE PLATE REF FDN PLANdh TOF EL REF 1-S2 FOR CONT FTG SIZE AND REINF 080913 REF ARCH FOR EIFS jk REF ARCH i CL FTG 4A—S2.1 "`O1P COLUMN WITH 1" KIBLE FOAM CLOSED CELL ANSION MATERIAL (FILL TOP I ELASTOMERIC SEALANT) REF FDN PLAN S2_1-007 FF EL M REF FDN PLAN TO EL (2) #10 TEK SCREWS, TYP L2x2x18 GA CONT, TYP AT CORNERS; ATTACH TO STUD WITH (1) #10 TEK SCREW EA LEG TO FRAMING EL (VARIES) J + 411 i1++ L3x3x1 /4 x 0'-4" AT TOP AND BOT OF C3 5/8x1 5/8x18 GA MTL STUD AT 16" OC, TYP STUD WITH (2) #12 TEK SCREWS TO STUD; ATTACH TO CMU BOND BEAM WITH 1/2" DIA ALL -THREAD ROD; DRILL AND EMBED 4 1/2" WITH HILTI HIT-HY 70 ADHESIVE + i i C6x1 5/8x16 GA MTL L5x3x1 4 LLV CONT GALV; STUD AT 16" OC i ATTACH TO CMU WITH 1/2" DIA ALL -THREAD RODS AT 48" OC; DRILL AND EMBED 4 1/2" WITH i HILTI HIT-HY 70 ADHESIVE 18 GA TRACK CONT i INVERTED 1 1/2"x22 GA TYPE "B" DECK (GALV) + REF 1-S3 FOR LINTEL + REF ARCH FOR GUTTER - N — 110'-g„ —------------- 110'-9 1 2„ TOS EL ATTACH DECK TO STEEL SUPPORTS DECK BRG EL WITH #12 SELF DRILLING SCREWS REF ARCH DOWITH NEOPRENE WASHERS AT 12" BOM EL OC; ATTACH DECK SIDE LAPS WITH #12 TEK SCREWS WITH NEOPRENE STOREFRONT, REF ARCH WASHERS AT 12" OC, TYP REF PLAN FOR BEAM REF PLAN CL BEAM HSS6x6x1 /4; REF 4-S2.1 FOR CONN EA END CL HSS CL WALL ENTRY CANOPY SECTIC REF ARCH TOS EL O � t4 o ;3 Va i W W O W 2 �05 O 0ZMF ZoL Cz w o Ir a- ~~¢5�oov��o¢i� �N 3Zz¢``�wXF00 LL- a }¢ZCLM¢UwMR J � ¢w�iwa�p�w�Za�r4 3w ZO O ~ ZN ¢�jOfn�w��p ZZ J¢ O��wFFLu cww>.wu__ D xz goM0 LLJ Of �,,wz Li d 00 �! aLd0awwZ wm owaz�towwooc�a'o} cn ��nwioov�id��aawon M ee w o p g •� I' o NOR g<, 511 aim H ZElw M i �.r aY J D a� 6 Z Iso u O z 0 ra ca 0 D 0 C7 co CD O t� O �z LLJ Cr c� O a' � wCcl z 0 ISSUE BLOCK / 1 \ 07/11 /16 ADD #3 CHECKED BY: BJH DRAWN BY: CM P PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 JBA PROD#: 1435000706 OF 't 41 LIQUOR BOX CANOPY FRAMING DETAILS SHEET: S2.1 co 0 r\ 0 I cn m Q 0 Q 0 0 z Q Ld J 0 w cn J d w Z w c� n cn 1 0 LO 0 0 z 0 a m J CD 0 r 0 0 0 Ln r� Q I N O N ri to o Vi N —1 ry N LD 0 0 0 0 U / w °' 0 :2I O 0 ro Ln � o �cn N ~ U N �p O N a_ 00 / NOTE: CENTERLINE OF EMBED PLATES SHALL BE AT LEAST 1'-4" AWAY FROM MASONRY JOINTS.. N w V) V o NOTE(5)- 1. CL OF PLATE VARIES. REF a FRAMING PLAN AND DETAIL 2. POSITION PLATE WITHIN -$` w o GROUTED COURSES. of 0 3. DO NOT PLACE HSA IN CMI 4w�/ I ULV VI\ I ILr1V VVIIY IJ. 0 DRILL A 2 1 /2" DIA HOLE AT EACH STUD IN FACE SHELL CENTERED ON HEADED STUD PLATE 3/8"x1 O"xO'-1 ANCHOR; POSITION PLATE (4) 1/2" DIA BEFORE GROUTING x 5" HSA VERTICAL EMBED PLACEMENT EMBED PLATE WALL EMBED DETAILS 3/4" = 1'-O" D72712 S4-008 3'-0" MIN CONNECTIONS TO CONT STEEL 110, MEMBERS AT ALL WALLS, JOISTS 6" AND AROUND ALL OPENINGS lo TYP (36/7 PATTERN) CONNECTOR PATTERN DIAGRAM CL OF JOIST (•) CONNECTIONS AT 6" OC TO CONT STEEL MEMBER AT ALL WALLS, JOISTS AND AROUND ALL OPENINGS (36/7 PATTERN) CL OF JOIST DECK SIDELAPS I I I I II REF FASTENER SCHEDULE FOR ENLARGED TYPE OF SIDELAPS, CONNECTOR, AND DETAIL NUMBER OF CONNECTORS REQUIRED BETWEEN SUPPORTS n6ROOF DIAPHRAGM CONNECTION — — BAR 1 /2"x2"x1'-O" CENTER ON SPLICE 1/4 1/4 CONTINUOUS STEEL MEMBER CONTINUOUS STEEL MEMBER BAR 1/2"x2"x1'-O" 1/2" CHAMFER CENTER ON SPLICE CHORD SPLICE DETAILS NTS 073109 5-2-41 TOP CHORD PANEL 3" OR REATE CONCENTRATED LOAD, REF NOTE GENERAL CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP TYP EACH END EACH ANGLE PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 POUNDS. WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS EXCEEDS 100 POUNDS, PROVIDE JOIST REINFORCEMENT AS DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN THE REMAINING UNSUPPORTED CHORD LENGTH DOES NOT EXCEED 100 POUNDS. JOIST REINFORCING AT PO 3/4"=1'- 0" NT LOADS FASTENER SCHEDULE {) DECK TO CONTINUOUS STEEL MEMBER (*) SIDE LAP SUITABLE BASE MATERIAL CONNECTOR TYPE (36/7 PATTERN) CONNECTOR SPACING THICKNESS RANGE, IN. POWDER ACTUATED HILTI (1) AT (2) 7/64 TO 1/4 INCLUSIVE (POWDER OR AIR) X-EDNK22-THQ12 HSN EQUAL SPACES POWDER ACTUATED HILTI (1) AT (2) 3/16 TO 3/8 INCLUSIVE (POWDER) X-EDNI9-TH012 HSN EQUAL SPACES 3/16 TO 5/16 INCLUSIVE (AIR) POWDER ACTUATED HILTI X-ENP-19 (1) AT (2) THICKER THAN 1/4 (POWDER) EQUAL SPACES 5/8" DIAMETER PUDDLE WELDS (1) AT (2) ALL THICKNESSES EQUAL SPACES #12 SELF DRILLING SCREWS #3 POINT 1/8 TO 3/16 INCLUSIVE EQUAL SPACES #12 SELF DRILLING SCREWS #4 POINT (3) AT (4) 3/16 TO 1/4 INCLUSIVE EQUAL SPACES (1) AT (2) THICKER THAN 5/16 (AIR) AIR PNEUTEK K-66056 EQUAL SPACES (1) AT (2) 5/32 TO 1/4 INCLUSIVE (AIR) AIR PNEUTEK SDK-63075 EQUAL SPACES NOTES: 1. ALL SIDE LAP SCREWS SHALL BE #10-16 SELF -DRILLING SCREWS AT EQUAL SPACES, DIAGRAM AND SCHEDU 072911 OMIT BAR WHERE CJ INTERSECTS RE-ENTRANT CORNER TOP AND BOTTOM 1 HORIZ REINF, TYP 6 (1) ll #5 10 SLAB CORNER BARS TO MATCH TOP EDGE AND BOTTOM HORIZ REINF, TYP CORNER BAR REINF 3/4" = 1'-O" 022202 S2-015 S4-009 COLUMN BASE PLATE T T GROUT MAY BE BEVELED OR FORMED BUT SHALL EXTEND A MIN OF "T" BEYOND FACE OF BASE PLATE. "T" = 1 1/2" GROUT PLACEMENT NOTES: 1. REF SECTION FOR WIDTH "W", LENGTH "L", AND THICKNESS "T". 2. ANCHOR BOLTS WITH FORGED HEADS MEETING THE REQUIREMENTS OF ASTM A307 MAY BE SUBSTITUTED FOR 3/4" DIA ANCHOR BOLTS. NO SCALE BASE PLATE DIAGRAMS NTS STRUCTURAL CURBS NOTES: 1. INSTALL STRUCTURAL CURBS, HEADERS, AND FRAMES AND WELD TO SUPPORT STEEL BEFORE DECK IS PLACED, 2. ADJUST LOCATION OF RTU SO CURB FALLS WITHIN 3 INCHES OF JOIST PANEL POINTS. IF CURB IS MORE THAN 3 INCHES FROM PANEL POINT. REF 8-S3 FOR JOIST REINFORCING. 0 w m z z w O :2i 1= o U m m :2 w w w Of VARIES 072712 CL OF JOIST REF SPECIFICATIONS REF ROOF DIAPHRAGM FOR STRUCTURAL AND CONNECTION DIAGRAM NON-STRUCTURAL CURBS AND SCHEDULE FOR ATTACHMENT TYPE AND SIZE. LOCATE AT 6" OC AT 12" MAX OC REF SPECIFICATIONS 1/8 1 1/2 ALONG SUPPORT FOR STRUCTURAL AND L5x3x1/4 (LLV) ANGLE NON-STRUCTURAL CURBS CROSS MEMBER - - - - - - L I Z� CROSS MEMBER (NO CROSS MEMBER AT SMI) I 1 8 1 1 2 ANGLE 1 /8 1 1 /2 TO JOIST 7C—S3 REF SPECIFICATIONS k VARIES TO FOOTING OR PEDESTAL REF SECTIONS FOR DIAMETER 1/8 ANCHOR BOLT DIAGRAM COLUMN TACK HEAD OR DAMAGE THREADS 4 SIDES L N OTE: REF DETAILS FOR ANCHOR BOLT LAYOUT BASE PLATE NO SCALE REF ROOF DIAPHRAGM CONNECTION DIAGRAM REF ROOF DIAPHRAGM AND SCHEDULE FOR CONNECTION DIAGRAM ATTACHMENT TYPE AND AND SCHEDULE FOR SIZE. LOCATE AT 6" OC ATTACHMENT TYPE AND 1/8 1-6 SIZE. LOCATE AT 6" OC AT 12" MAX OC 1/8 1 1/2 ALONG SUPPORT 1/8 1-6 GENERAL CONTRACTOR TO PROVIDE * (2) 1 /8"x1 1/2" L1 1 /2x1 1 /2x1 /8 WHERE REQUIRED FILLET WELDS AT JOIST WITHOUT HEADER DETAIL 1 7D—S3 c`�n FOR SEF TRUCTURAL I CURB m CL OF 3. —� GENERAL CONTRACTOR SHALL FOR STRUCTURAL CURB �- CL OF JOIST r� CROSS MEMBER REQD WHEN JOIST COORDINATE RTU DIMENSIONS REF ROOF DIAPHRAGM CURB IS INSTALLED AT I AND FRAMING LOCATIONS WITH THE STEEL FABRICATOR, CONNECTION DIAGRAM CL OF JOIST C INTERNAL ROOF DRAINS MECHANICAL AND ERECTION AND SCHEDULE FOR REF SPECIFICATIONS - - CL OF JOIST SUBCONTRACTORS. ATTACHMENT SIZE. LOCATE TYPE AND AT FOR STRUCTURAL CURB FIELD ATE 4. HEADERS ARE NOT REQUIRED 6" OC - - FRAMEFROM FOR STRUCTURAL CURBS EXCEPT 1 8 1 1/2 REF ROOF DIAPHRAGM L5x3x1 /4 (LLV) SIM _ _ CL OF WHEN THE CURB DOES NOT 1/8 1 1/2 CONNECTION DIAGRAM I JOIST SPAN BETWEEN TWO JOIST OR L5x3x1 /4 (LLV) AND SCHEDULE FOR 7D-S3 THE CURB CANTILEVERS MORE - - - -I - ATTACHMENT TYPE AND I - - 7D-S3 I I REF 7A-S3 FOR THAN TWO FEET OVER THE JOIST.[IL 2 1 SIZE. LOCATE AT 6 OC CL OF JOIST I I INSTALLATION 5. REF DETAIL 1 FOR CONNECTION - - - - - - - - OF HEADERS AS OF DECK PARALLEL TO CURB, I 1 /8 1 1 /2 - - - - REQUIRED WHERE REQUIRED. 6. DO NOT INSTALL STRUCTURAL L5x5x5/16 x 0'-6" 3 16 TYP _ _ CL OF CURBS ON TOP OF DECK. 1 8 1 1 2 1/8 1 1/2 ANGLE TO JOIST - - - - - - - - - - - - I 3/16 1" TYPc�n JOIST 7. STEEL SUPPLIER TO FURNISH 5 1 /2" STOCK ANGLE FOR FIELD OPENING IN ROOF LARGER THAN FABRICATED FRAMES. 3 16 10"x10" (INCLUDING EXHAUST RTU STRUCTURAL CURBS CMU CON7 REF FDN I LOCATION 3/16 713—S3 FANS AND CONDENSING UNITS) RTU FRAMING SUPPORT PLAN NTS 073109 8-1-24 8» NOM EQ EQ NOTE: REF 2-S1 FOR INFORMATION SHOWN BUT NOT NOTED. LAP BARS AT • BAR POSITIONER BOND BEAM AT TOP OF ° WALL WITH (1) #5 CONT THROUGH CONTROL JOINTS z ��._ REF 2-S1 FOR VERT REINF; o ZA—S3 i LOCATE REINF CL OF WALL N I WHEN TOP OF WALL IS ONE I HOLD TOP OF EACH GROUT POUR BLOCK OR LESS ABOVE JOIST 2" DOWN BELOW TOP OF BLOCK TO BEARING, ADD #3 WITH ACI STANDARD 180 DEGREE HOOK Z_- I PROVIDE KEY FOR NEXT POUR, TYP IN EACH VERT REINF CELL REF SPEC SECTION BAR AT CL 04200 FOR REQUIRED GROUTING PROCEDURES cn = I � Ln REF GENERAL NOTES FOR _ w HORIZ JOINT REINF ow w = J Ln m 2A-S3 m BAR POSITIONER AT 8" MAX J cr ABOVE TOP OF GROUT POUR, TYP O` w � REF FDN PLAN FF EL VERT CONTROL JOINTS SHALL TERMINATE AT TOP OF FTG BOND BEAM WITH (1) #5 CONT THROUGH CONTROL JOINTS; FULLY GROUTED NORMAL WEIGHT CMU BELOW GRADE MUST COURSE WITH FINISHED FLOOR TYPICAL SLAB REINFORCING AT DOOR NTS 092812 3-4-09 NOTE: BOND BEAM STEEL NOT SHOWN FOR CLARITY. FIRST EMBED ENLARGED DETAIL BOND BEAM REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL REF FOUNDATION PLAN FOR JOINTS AT FLOOR AND LOCATION OF CONTROL JOINTS; TOP OF WALL ONLY PROVIDE VERT WALL REINF IN 2'-0" MIN FIRST CELL EACH SIDE OF 11, CONTROL JOINT AND AT CORNER; SIZE BARS TO �� ..: MATCH VERT WALL REINF CORNER NOTE: WHERE CONTROL JOINT DOES NOT OCCUR AT CORNER: 1. PROVIDE ADDITIONAL #5 x 4'-0" CORNER BARS AT EACH BOND BEAM. LAP REINF AS SHOWN. 2. EXTEND HORIZ JOINT REINF TO END OF WALL IN BOTH DIRECTIONS SO THAT IT LAPS AT THE CORNER. 3. PROVIDE VERT WALL REINF IN THE CORNER CELL. --- ---- Z ��- -*---- -�- '�----- , IN 111 �� m-->----��- ►•- -L ��===------ ---= ` NOTE: CMU, GROUT AND JOINT REINF SHALL BE DISCONTINUOUS AT CONTROL JOINTS DOWN TO TOP OF FOOTING OR CONIC STEM WALL. BOND BEAMS SHALL BE DISCONTINUOUS AT CONTROL JOINTS EXCEPT AT ROOF AND FLOOR LEVELS AND TOP OF WALLS. REF FDN AND ROOF FRAMING PLANS FOR CONTROL JOINT LOCATIONS. DO NOT LOCATE CONTROL JOINT WITHIN 2'-0" OF OPENINGS, UNO CONTROL JOINT 3-1-09 CMU WALL REINFORCING DIAGRAM 3/4"=1'-0" 092509 STEEL REINF LAP SCHEDULE CONCRETE LAP SPLICE (CLASS B) (IN) CMU BAR SIZE f'c = 3,000psi fc = 3,500psi f'c = 4,000psi f'c = 4,500psi f'c = 5,000psi LAP SPLICE TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER (IN) 3 17 16 16 16 16 16 16 16 16 16 18 4 23 18 21 16 20 16 19 16 18 16 24 5 28 22 26 20 25 19 23 18 22 17 30 6 34 26 31 24 29 23 28 21 26 20 36 7 49 38 45 35 43 33 40 31 38 29 42 8 56 43 52 40 49 37 46 35 44 34 48 REINFORCING LAP SCHEDULE 1 NTS 051009 s4-005 24, 24. 1 I i i I 1104 Jam' Q I- OPENING WIDTH o z = O REF ARCH O o W U 5 J z c:s. S af Q c� Q o zW 4 0 -N e w O OH dAMB JAMB W W 0 w _ CD z Z w d O CMU LINTEL SCHEDULE WIDTH (W) CLEAR SPAN DEPTH (D) LINTEL REINF 8" SCUPPER 8" 1 5 BOTTOM 8" UP TO 6'-4" 1'-4" 1 5 BOTTOM 8" UP TO 16'-0" 2'-8" 2 6 ALL COURSES ( OMIN (rIOMIN ) LINTEL 6 J 8" AT SCUPPER OPENINGS Li 16" AT OPENING UP TO 6'-4" WALL OPENING Z 8 9 1 24" AT OPENING UP TO 16'-0" SIZE BARS TO MATCH VERT (D CMU WALL REINF PROVIDE (2) BARS EACH CELL FOR LENGTH OPENING WIDTH c a:. e., REF ARCH PLAN - _ ° °..-. .; ....:.e .. ° REQUIRED, TYP "N N a GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL 5 8" CMU HEIGHT OF WALL, TYP JAMB TYPICAL MASON LAN O�_ EL LAN Ah EL NOTES: 1. SPLICES IN VERT REINF; REF CMU WALL REINF DIAGRAM. 2, BOND BEAM; REF CMU WALL REINF DIAGRAM. 3. EXTEND GROUTED LINTEL AND REINFORCING A MINIMUM OF 2'-0" OR 40 db (WHICHEVER IS GREATER) BEYOND FACE OF OPENING EACH SIDE (EXTEND BARS THROUGH CONTROL JOINTS OR AROUND CORNERS AS REQUIRED.) 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER OPENING, UNO. 5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO LINTEL BEAM WITH STANDARD ACI 90' HOOK. 6. ALL VERT BARS AT OPENING JAMBS TO BE FULL HEIGHT. 7. WHERE HORIZONTAL REINF IS TERMINATED BY OPENING OR CONTROL JOINT PROVIDE STANDARD ACI HOOK WITH VERT WALL REINF IN THE END CELL. 8, PROVIDE VERTICAL REINFORCING BELOW OPENING. ANCHOR WITH STANDARD ACI 90' HOOK INTO CONTINUOUS FOOTING AND INTO SLAB TURN -DOWN OR BOND BEAM BELOW OPENING. 9. PROVIDE (1) #5 AT BOTTOM OF ALL OPENINGS ABOVE FINISHED FLOOR. EXTEND A MINIMUM OF 2'-1" BEYOND FACE OF OPENING EACH SIDE (EXTEND BAR THROUGH CONTROL JOINTS OR AROUND CORNERS AS REQUIRED.) RY WALL OPENING 012712 DIAGR � SCHEDULE N C O O � V �eopp y a 1) ua 166, NwQo U- so Zzuws or, �oFc -D ui --FWo w o� of 3o¢J�wNUoz�r O z Qc�nJ`'ac~ip�o u- a� yU tnNwa�X�W�jQ} w�aaWw raO 3�C'_.,zap'xwo-,Uw OF zocan NOHTw�pnzoJQ<- oN�UxNw xazw �0>0- m0ZWm wa-awww0aWg I-- NztaLocw} wnnvociod2 so wg 0 Q I os � om Lb Ln ....,........�Oli„. p �' E' w J m Ln 0 O $ c a 0 U ti O z 0 a % 0 0 C=) acr as I�! CD O � � O � z W O CQ �X4 44 z GQ 0 ISSUE BLOCK / 1 \ 07/11 /16 ADD #3 CHECKED BY: BJH DRAWN BY: CMP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 JBA PROJ#: 1435000706 LIQUOR BOX GENERAL SCHEDULES AND DIAGRAMS SHEET: S3 PRESSURE HYDRANT SRC PIPE TABLE (WET) PRODUCT NOMINAL PIPE SIZE INSIDE DIAMETER DYNA-F .203 DYNA-F 2.703 DYNA-F .314 DYNA-F 4.310 DYNA-TH 1 80 DYNA-TH Eigl.639 08 DYNA-T DYNA-TH EE 2.104 SCHEDULE 10 2" 2.157 SCHEDULE 10 2j" 2.635 SCHEDUL 3.260 SCHEDULE 10 4" 4.260 SCHEDULE 10 6" 6.357 SCHEDUL 8.249 SCHEDULE 40 1" 1.049 SCHEDULE 40 1 1.380 SCHEDULE 40 1 1.610 SCHEDULE 40 2" 2.067 PIPE TABLE (UNDERGROUND) .•�NOMINAL M • PIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY. REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS. PIPE DIMENSION TABLE 2 NTS 10.30.07 F PLow u vno n n-r LA W, MA .n. 711-jr NOTE: EXISTING SYSTEM SIZE: 49,443 SQ. FT. LIQUOR STORE ADDITION: 3,765 SQ. FT. TOTAL: 53,208 SQ. FT. CONTROL VALVE ADDED TO ISOLATE THE LIQUOR STORE ADDITION AND PROVIDE INDEPENDENT ALARM NOTIFICATION. REF 3-FP3 -- o We] 0 GENERAL PIPING GENERAL NOTES AND DEMOLITION NOTES 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT DETERMINE THE FULL EXTENT OF THE EXISTING DOCUMENTS HAS BEEN PREPARED FOR FIRE PROTECTION WORK AND THE EXISTING APPROVAL BY THE AUTHORITY HAVING CONDITIONS, BECOME TOTALLY FAMILIAR WITH JURISDICTION AND TO PROVIDE GUIDANCE FOR DISCONNECTIONS, REMOVALS, RELOCATIONS BIDDING. THE CONTRACTOR SHALL SUBMIT AND/OR RECONNECTIONS OF EXISTING FIRE COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS PROTECTION EQUIPMENT REQUIRED, AND REQUIRED BY SPECIFICATION SECTION 01330. CONDITIONS IN THE PROPOSAL FOR THIS CONTRACTOR SHALL BASE SHOP DRAWING PROJECT. NO EXTRA COMPENSATION WILL BE DESIGN ON THE FIRE PROTECTION DRAWINGS AND PAID FOR LACK OF SUCH DETERMINATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS FAMILIARIZATION, AND/OR ALLOWANCE. SHALL INCLUDE ALL NECESSARY ELEVATIONS, 2. HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, UNLESS NOTED OTHERWISE, DISCONNECT AND FABRICATION METHODS/NOTES, MATERIAL DATA, REMOVE ALL EXISTING FIRE PROTECTION AND ANY OTHER INFORMATION NECESSARY TO COMPONENTS NOT INTENDED TO BE REUSED. CLARIFY THE INTENT OF INSTALLATION. 3. CONTRACTOR SHALL PROVIDE PIPE SIZES, REMOVE ALL DEMOLITION MATERIALS AND SPRINKLER SPACING, AND ALL SYSTEM DEBRIS TO AN APPROVED DUMPING SITE AND CONFIGURATIONS AS SHOWN. ANY ALTERNATES CLEAN ALL FIRE PROTECTION WORK PRIOR TO IN DESIGN OF THE SYSTEM OR IN MATERIALS PROJECT COMPLETION. OR EQUIPMENT USED MUST BE APPROVED IN 4. WRITING VIA THE REQUEST FOR INFORMATION PERFORM ALL WORK ACCORDING TO THE PROCESS BY THE FIRE PROTECTION ENGINEER OF PROJECT PHASING SCHEDULE INFORMATION FOR RECORD PRIOR TO ANY BIDDING, FABRICATION, THIS PROJECT. PROVIDE ALL NECESSARY FIRE 2. OR INSTALLATION. PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER MEANS CONTRACTOR SHALL COORDINATE LOCATIONS OF NECESSARY, TO CONFORM TO THE REQUIRED FIRE PROTECTION COMPONENTS INCLUDING CONSTRUCTION PHASING OF THE PROJECT. PIPING, ALARMS, DRAINS, TEST POINTS, ETC., 5. WITH ALL ARCHITECTURAL, STRUCTURAL, CONTRACTOR IS RESPONSIBLE FOR REPAIRING MECHANICAL, AND ELECTRICAL COMPONENTS. OR REPLACING ITEMS DAMAGED DURING OBSTRUCTIONS TO SPRINKLER DISCHARGE MUST DEMOLITION AND CONSTRUCTION. BE CONSIDERED DURING SHOP DRAWING 6. PRODUCTION AND INSTALLATION. EXTRA CONTRACTOR SHALL PATCH ALL HOLES TO SPRINKLERS MAY BE REQUIRED AT NO MATCH ADJACENT SURFACES LEFT UNUSED 3. ADDITIONAL COST TO WAL-MART. REFER TO AFTER EXISTING SPRINKLER PIPING OR SPECIFICATION FOR ADDITIONAL REQUIREMENTS. EQUIPMENT IS REMOVED AND VACATED FROM 7. THESE HOLES. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR 4. QUESTIONS RELATED TO THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR PROVIDING DOCUMENTS. AND MAINTAINING FIRE DEPARTMENT ACCESS 8. ROADS THROUGHOUT THE PROJECT. 5. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD OF THE BAR JOISTS. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE 9. DEMOLITION SHALL BE LEFT IN SERVICE. PROVIDE FIRE PROTECTION AS REQUIRED BY 6. CODE FOR ANY TEMPORARY STRUCTURES BUILT ALL WORK SHALL BE PERFORMED SO AS TO DURING CONSTRUCTION. NOT INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD, THE SPRINKLER SYSTEMS ARE MONITORED BY AN LESSOR AND ADJACENT TENANTS A MINIMUM OF OFF -SITE CENTRAL STATION INCLUDING TAMPER 48 HOURS IN ADVANCE BEFORE PROCEEDING 7. SWITCHES ON ALL CONTROL VALVES AND FLOW 10. WITH THIS WORK. ALL WORK SHALL BE SWITCHES. SCHEDULED IN ADVANCE. IF APPLICABLE, THE CONTRACTOR SHALL 11. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO ASSUME THAT ANY CURTAIN BOARDS OR DRAFT THE END OF EACH WORKDAY. CURTAINS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. CONTRACTOR SHALL BE ONLY THE PORTIONS OF THE BUILDING RESPONSIBLE FOR PROPER PENETRATIONS OF AFFECTED BY THE SCOPE OF THE PROJECT 8. THE CURTAIN BOARDS OR DRAFT CURTAINS AND 12. HAVE BEEN SHOWN. INFORMATION SHOWN AS SEALING WITH APPROVED FIRE CAULKING. EXISTING TO REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. PENETRATIONS OF RATED WALLS OR ASSEMBLIES SHALL BE "FIRE CAULKED" WITH APPROVED SPRINKLER CONTRACTOR TO SUBMIT AND 9. CAULKING PER METHODS REQUIRED BY THE RECEIVE APPROVAL OF FULL SHOP DRAWINGS AUTHORITY HAVING JURSDICTION, AND PROJECT TO HENDERSON ENGINEERS PRIOR TO SPECIFICATIONS. FABRICATION AND INSTALLATION. THE FIRE PROTECTION ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTACT CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE N FORMATION NTO SHALL REEQU REDT TOSUPERVISE E CONDUCTYOFETHE WORK, THE CONSTRUCTION PROCEDURES AS SET DOCUMENTS INCLUDE JURISDICTIONAL FORTH BY THE GENERAL CONTRACTOR, REQUIREMENTS PROVIDED BY THE FOLLOWING 10. SUB -CONTRACTORS, THEIR RESPECTIVE CONTACTS: EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE OTHER THAN THE ENGINEERING FIRM'S FIRE SPRINKLER REVIEWING AUTHORITY: OWN EMPLOYEES. VERNE RIGGALL, FIRE MARSHAL 11. (813) 780-0041 SPRINKLER PROTECTION IS REQUIRED ABOVE THE ELECTRICAL ROOMS. NO MAIN PIPING SHALL PENETRATE OR PASS ABOVE THE ELECTRICAL APPLICABLE CODES ROOMS. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. NFPA STANDARDS EDITION SHOULD MODIFICATION TO THESE PLANS BECOME NFPA 13 2007 NECESSARY TO PROPERLY COORDINATE THE REFER TO SHEET Cl FOR APPLICABLE BUILDING SYSTEM WITH, OTHER TRADES, IT WILL BE THE CODES CONTRACTOR'S RESPONSIBILITY TO OBTAIN OF THESE CHANGES Y LFIRE WATER SUPPLY ANDRTHE PROTECTION ENGINEERHOFAHJ, RECORD. IN ADDITION TO OBTAINING THE INFORMATION 12. NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS. STATIC: 54.0 PSI ONCE COMPLETE, THE CONTRACTOR SHALL RESIDUAL: 46.0 PSI AT 1712 GPM SUPPLY ONE COPY OF AS -BUILT DRAWINGS TO THE FIRE PROTECTION ENGINEER OF RECORD FOR INFORMATION DERIVED FROM A FLOW TEST THEIR USE. PERFORMED BY HENDERSON ENGINEERS DURING A SITE VISIT ON 09/06/13. ADDITIONAL SAFETY THE CONTRACTOR SHALL DIVERT ALL DRAIN AND FACTORS ARE NOT INCLUDED. INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM DRAIN DOWNS. 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. SHEET INDEX FP1 OVERALL FIRE SPRINKLER PLAN FP2 ENLARGED FIRE SPRINKLER PLAN FP3 FIRE PROTECTION DETAILS EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF 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. l � N � C O ^� o w � • ^i O > O C � U � LLJ w Wwo D U- NZap 2 -M,-z Z < LiJ p H Vl lw2 Wd' <V �U�11 la..�aa WF- u- Z�F-O ZOJ Q¢ 2�5<�O w=z<INw W {�,,<-2wNUOZFrF- O �N Z < LqwxFoo LL_ a >-<p�Z&F-<?w�'-o Xcnowop�ar zp 3v-,��W.6gw-<w a��¢ w zo ~ zv7�n<NO�cno����Zz Q <JO�wN�ww>-Nwlno x z K m o J U L w U x Z W z U w oO>_w aowoa::wwwwm �waz,iowwooc�<o> cn F_DN(_)0 V)ia�IXaawoa< ZN 0 � o 0 o E �W � S oA Wz -o l/1 N it I � Q O N N z &uz a J v c2co M v Z E3 W ~ v Q U z 0 O o H A � �e a O O cr c�o CD O 0 0 O � p--1 co 0 N w GQ z c� 0 ISSUE BLOCK REISSUE 120405 /2\ ADD#3 07/11 /16 CHECKED BY: NAW/JEC DRAWN BY: NM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 k L� . DARRELL E. STEIN LICENSE # 58463 0 E. �k N0.58483 *¢ �. STATE OF X! 11H OVERALL FIRE SPRINKLER PLAN Li Lij Li ch rK Q 0 SHEET: FP1 DO NOT ROUTE SPRINKLER PIPING ABOVE ELECTRICAL PANELS NOTE: COORDINATE EXACT LOCATION OF SPRINKLERS A COOLERS/FREEZERS WITH LIGHTS, EVAPORATORS AND OTHER OBSTRUCTIONS. NOT THAT FINAL LIGHT AND EVAPORATOR LOCATIONS MA DIFFER FROM THOSE SHOWN ON PLANS. REF 1—FP3 AND 2—FP3 REF 5—FP3 FOR HANGING PIPE IN THIS AREA COORDINATE SPRINKLER DEFLECTOR WITH DUCTWORK TO MAINTAIN MINIMUM 24" CLEARANCE— NON—COMBUSTIBLE AND LIMITED COMBUSTIBLE CONSTRUCTION..,...<�.w STORAGE NOT PERMITTED IN FRC OF DOORWAY. SPRINKLERS NOT REQUIRED. LIQUOR SALES SPRINKLER PLAN 1 /8" = 1'-0" 0 2 4 8 ev PIE VtEw DATA�L CITY OF ZEp�1Y PLC ExwweRma HYDRAULIC DESIGN SYSTEM #4 AREA i1 CAI FS SPRINKLERS CALCULATED 15 SPRINKLERS SPRINKLER DENSITY REQ'D 0.20 GPM/SQ FT AREA OF DISCHARGE 1500 SQ. FT. HOSE ALLOWANCE 250 GPM SYSTEM FLOW DEMAND 606 GPM SYSTEM PRESSURE II DEMAND 45.8 PSI SYSTEM SAFETY FACTOR 7.0 PSI 2 ANITOR ALCOVE w wL.0 LLJ d' a H Z X O Q N V) u 0Lu 23vwl z3 W 0u-w Q5OL" J of H-oza dQ~Q¢OONUOQN� O � �Z Q_jwitFZO Ii a Q ., z&F=QO Fo �z� Ow Z QlU-i N7 - Xfnwpsar O c�8-8,0E5ww�z� QZf uJz<�6�VIOWJxX0zz J cn w � w �Z��OJCJ wUafwZOw Q �MWOZ Nwwm az�''=0w�oo0<0 - FZ)N00 V71dZ)wddw0dm Zy O � o 0 w M E �W W W o Z d OYO O_ N~O V) z WZ =W M — o0 a H (n d W Z F v O LL U z O %49 E- E A 0 © com O O O w P4 O C9ran V 1 CO CD � z 0 o 0 f— cc tf4 cf) co � w z w 0 ISSUE BLOCK REISSUE 1 120405 1 /2\ 1 ADD#3 1 07/11 /16 1 CHECKED BY: NAW/JEC DRAWN BY: NM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415, DARRELL E. STEIN LICENSE # 58463 ENLARGED FIRE SPRINKLER PLAN W U) w J •J w ry Q SHEET: FP2 HANG 4 AND 6 INCH PIPE WITHIN 3 INCHES OF PANEL POINT PIPE 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION WHERE POSSIBLE. USE TRAPEZE HANGER WHERE JOIST PANEL POINTS TYP JOIST WEB CONFLICTS WITH THRU BOLT BEAM CLAMP 6 INCH AND SMALLER PIPE MAX /-DECK TYP ' iv)nl)l4i miN vi�,uLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TYP 4, 6 AND 8 INCH PIPE 8 INCH PIPE MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS BEAM CLAMP THRU-BOLT BEAM CLAMP NOT TRAPEZED NOT TRAPEZED TRAPEZED 4" PIPE EVERY 12'-0" 4" PIPE EVERY 12'-0" 4" PIPE EVERY OTHER JOIST EVERY OTHER JOIST NOT NECESSARY 6" PIPE EVERY 6'-0" 6" PIPE EVERY 12'-0" 6" PIPE EVERY JOIST EVERY OTHER JOIST NOT NECESSARY 8" PIPE 8" PIPE EVERY 6'-0" 8" PIPE EVERY 6'-0" NOT ALLOWED EVERY JOIST EVERY JOIST PIPE RUNNING PERPENDICULAR TO JOISTS 6" 1 /4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP MAX 1/2" ALL THREAD ROD'`,, it � FENDER WASHER & HEX NUT 1 PROVIDE 4-WAY BRACE AT TOP OF RISERS TO AUX SYSTEM 3.5" X 2.5" X .25" ANGLE - TRAPEZE REQ'D FOR 6" MAINS 4" X 4" X .25" ANGLE TRAPEZE REQ'D FOR 8" MAINS-7 TOP CHORD OF JOIST TYP ONE OPEN JOIST BAY MINIMUM BETWEEN TRAPEZE HANGERS E 12" DO NOT HANG 2 OR MORE MIN MAINS 4" OR LARGER BETWEEN THE SAME JOIST SPACE MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS 4" PIPE EVERY 12'-0" 6" PIPE EVERY 12'-0" 8" PIPE EVERY 12'-0" NOT TRAPEZED TRAPEZED TRAPEZED BEAM CLAMP THRU BOLT THRU BOLT PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH MAXIMUM DEFLECTOR DISTANCE 12" MIN UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS 6 NTS 10.30.07 F027 PIPE SUPPORT VANE TYPE WATER FLOW SWITCHk z MAIN DRAIN PIPED x N OUTSIDE Q BUTTERFLY VALVE WITH TAMPER SWITCH 1" AUXILIARY DRAIN - FLOOR AUX RISER 3 NTS 10.30.07 F05 2" TEST AND DRAIN VALVE WITH SIGHT GLASS AND SMOOTH BORE CORROSION RESISTANT ORIFICE WITH FLOW EQUAL TO ONE SPRINKLER. VALVE SHALL INCLUDE A PRESSURE -RELIEF VALVE FROM SYSTEM 6" 2" THREADED OUTLET 2" RISER STAND BOLT TO FLOOR 5" REv0 pN EXTERIOR WALL 1/2" WIDE MOUTH TOP BEAM CLAMP ATTACHED WITHIN 3" OF JOIST GIRDER PANEL POINT SUPPLY MAIN 3'°M� U-BOLT STYLE STRAP RESTRAINED WITH MINIMUM 3/8" FENDER WASHER, LOCK WASHER, AND NUTS JOIST GIRDER SYS 5 SYS 4 SYS 3 SYS 2 SYS 1 G i�s..ra€LJfS,Is,,'t �,u ALVE a- y . 8" 8„ 1'0 F C BOR R � SPG 00 FINISHED FLOOR ', EXISTING RISER DETAIL EXISTING SER 7 FOR HYD AI ULIIC RE FEIRENCOEWONLY. N TS 1/2" TOP BEAM CLAMP ATTACHED WITHIN 3" OF PANEL POINT ROOF DECK 1/2" ALL THREAD ROD 1/2" FENDER WASHER AND NUT ON TOP AND BOTTOM OF ANGLE TYP FOR 8" MAIN USE 4 x 4 x 1 /4 ANGLE DRILLED WITH MAXIMUM 9/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY JOIST OR MAXIMUM 10'-0" SPACING FOR 6" MAIN USE 3 x 3 x 5/16 ANGLE DRILLED WITH MAXIMUM 9/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY JOIST OR MAXIMUM 10'-0" SPACING FOR 4" MAIN USE 3 x 2 x 1 /4 ANGLE DRILLED WITH MAXIMUM 7/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY OTHER JOIST OR MAXIMUM 12'-0" SPACING OPTION "A" INSTALLATION PROCEDURE 1. 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). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 3. 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. 4. 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 OPTION "B" INSTALLATION PROCEDURE 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL FROM BELOW. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL TYCO DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. INSERT BOOT PRIOR TO MAKE-UP WITH PIPING. 3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF FREEZER/COOLER PANEL WITH ADHESIVE PROVIDED WITH BOOT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. APPLY STRAP TIES ON BOOT AROUND DRY SPRINKLER BARREL PER MANUFACTURERS INSTRUCTIONS. SUPPLY FROM WET PIPE SPRINKLER SYSTEM UPRIGHT TRUSS GIRDER ROOF JOISTS SPRINKLE I J TEE WITH PLUG TEE WITH PLUG LIGHTS CONDENSER DRY CONCEALED PENDENT SPRINKLER STORAGE FREEZER/COOLER FREEZER SECTION, NTS SALES NOTE: COORDINATE EXACT LOCATION OF SPRINKLERS AT COOLERS/FREEZERS WITH LIGHTS, EVAPORATORS AND OTHER OBSTRUCTIONS. NOTE THAT FINAL LIGHT AND EVAPORATOR LOCATIONS MAY DIFFER FROM THOSE SHOWN ON PLANS 1" DRY SPRINKLER DROP FREEZER/COOLER CEILING I 2 NYLON STRAP TIES N (INSTALL OPPOSITE DIRECTIONS) TYCO RUBBER SEAL o ~ BOOT MODEL DSB-2 Z z _ w -SEALANT PER BOOT J 0' MANUFACTURER Z Q U z SPRINKLER CUP TYCO MODEL TY3555 CONCEALED 2007 DRY PENDENT SPRINKLER vv� 2j» CONCEALED 2007 DRY COVER PLATE 24" (NO SUBSTITUTIONS) PENDENT SPRINKLER OPT10N A (NO SUBSTITUTIONS) OPTION B NOTE: CONTRACTOR TO SEAL DRY PENDENT SPRINKLERS AT FREEZER/COOLER USING ONE OF THE OPTIONS ABOVE. NO OTHER SEALANTS ARE PERMITTED. DRY PENDENT SPRINKLER j-)__FREEZERZC00LER NTS 01.28.11 F19 a Ogg U tt II N O �0. U v � \ W w u V)HZ o¢'n NzaF 0W�F-WQ3 W o urnL ¢SUwa a¢ F~¢aoo`"=io¢Nw p �N Z ¢)`wwmcFzoo L� a raa��a�¢U�oF J Z W V) �'nw¢3Xcnwpj¢> ~ ZVV)V) 0 cn��U�o Z ¢ m0-jo Z�-_j �r �zm�o�Uwwo�WzoW H ¢� Z Now=az��o��ooc�a'om h_DNwoUm!=nancxaawOa� Zy c � o 0 HW o ! E W W M n WZ o' d o cn Zt'� a� o o d �aN z WZ ==o = .2tl • ^OX „Z, ,Z,N M W co V/ J W Z F LJ p LL U z 0 %49 E a >4 � o O O C9 cr � � CD O z rye 1--�--� L LJ � ca 0 o 0 O I— ca w N z 0 ISSUE BLOCK , REISSUE 120405 /2\ ADD#3 07/11 /16 CHECKED BY: NAW/JEC DRAWN BY: NM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415, DARRELL E. STEIN LICENSE # 58463 FIRE PROTECTION DETAILS SHEET: FP3 LEAVE CLEAN OUT OPEN GALVANIZED PIPE 4» 4' GALVANIZED PIPE STRAP ONE CONDENSATE TRAP ASSEMBLY FOR VENTING STRAP. FIT TIGHT SIZE LARGER THAN PIPE FURNISHED BY RTU TO PIPE. STAINLESS STEEL MANUFACTURER. i WRAP MEMBRANE i ADJUSTABLE HOSE CLAMP 4" REDUCER INDIRECT AROUND BLOCKING (BOTH SIDES) CONNECTION. FULL LAP AT TOP 7771 GAS LINE PAINTED GAS LINE PAINTED PROVIDE NIPPLE LENGTH REF ARCH7 REF ARCH SUCH THAT REDUCER IS ROOF MEMBRANE ROOF MEMBRANE PLACED AS HIGH AS POSSIBLE NOTE: USE THIS DETAIL AT THE ROOF INSULATION ROOF INSULATION START OF EVERY MAIN LINE REF ROOFTOP PIPE I s I t BLOCKING DETAIL PIPE PLUG GALVANIZED TEE ELEVATION ELEVATION REF PLAN 1 1 /2" ZINC COATED 1 1 /2" ZINC COATED LAG SCREWS TYP LAG SCREWS TYP TREATED WOOD BLOCKING: TREATED WOOD BLOCKING: ROOF 6X6X12 FOR GAS PIPING, 6X6X12 FOR GAS PIPING, NOTE: THIS CLEAN OUT IS TO BE INSTALLED EVERY 100 FT IN Y2" MIN TYP 2X4X12 FOR CONDENSATE X" MIN TYP 2X4X12 FOR CONDENSATE PIPING - 8'-0" OC MAX PIPING - 8'-0" OC MAX THE MAIN LINE AND SHOULD z BE IN THE MIDDLE OF ALL O 60 MIL MEMBRANE o_ I 60 MIL MEMBRANE FEEDERS OVER 50 FT LONG Q i EXTEND MIN 1 2" ~ i EXTEND MIN 1 /2 " RTU CONNECTION CLEAN OUTS J i i BEYOND END OF w i BEYOND END OF w i WOOD BLOCKING w WOOD BLOCKING 1 I I 1 I 10 1 1 7 CONDENSATE DRAINZSUPPORT PIPE DIAMETER LESS THAN 2 PIPE DIAMETER R REATER GREATER NTS 01.28.05 MECH27 TOP PIPE BLOCKING 6(--`-)-ROOF NTS 03.28.14 MECH2-3 RTU (AHU SIM) BRACKET CHOOSE TOP OR #12 TEK SCREWS BOTTOM (TYP EIGHT PER ROW BRACKET) NEW CURB ADAPTER REF SUPPLIER FOR CURB ADAPTER TO EXISTING CURB CONNECTION TYP PROVIDE MIN CONNECTION OF #10 TEK SCREWS AT 6"OC. SUPPI. PLENI` SIZE UNIT JOIST CURB RTU (AHU SIM) BRACKET #10 TEK SCREWS (TYP EIGHT PER BRACKET) RTU BRACKET ATTACHMENT CHOOSE TOP OR BOTTOM ROW mil w1 4w1-1 1 MUNTERS AHU BRACKET LAYOUT (OTHER MANUFACTURERS SIMILAR 10 GA GALV TYP 10 GA �18 GA GALV GALV TYP STRAP TYP MUNTERS AHU BRACKET ,(OTHER MANUFACTURERS SIMILAR) BRACKET d TYP _ ROOF II 3 & 10 TON RTU WITH CURB ADAPTER 5 TON BRACKET ATTACHMENT 03/16 SCREW HOLES FOUR PER ROW EQ SPACED TYP CHOOSE TOP OR BOTTOM ROW 8 GA GALV STRAP LENNOX TYP LENNOX RTU BRACKET LAYOUT RTU BRACKET NOTE: USE 6 ANCHOR BRACKETS FOR RTU'S (3, 5, 10, 20 TON) ON ALL STORES EXCEPT WHERE LOCATED WITHIN 1500 FEET OF A SHORELINE OR COASTLINE (A SHORELINE IS ANY BODY OF WATER THAT WIND CAN FLOW FOR A DISTANCE OF AT LEAST 1 MILE). FOR THESE RTU INSTALLATIONS, USE 8 ANCHOR BRACKETS FOR 3, 5, AND 10 TON RTU'S AND USE 10 ANCHOR BRACKETS FOR 20 TON RTU'S. FOR EACH AHU, PROVIDE A MINIMUM OF 8 (12 RECOMMENDED) ANCHOR BRACKETS. ANCHOR BRACKETS ARE FURNISHED BY AES INDUSTRIES, INC. BRACKET CONSTRUCTION, QUANTITIES, AND SPACING SHOWN ON THIS DETAIL ARE FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS ACCORDING TO CURB MANUFACTURER/BRACKET SUPPLIER'S INSTALLATION INSTRUCTIONS AND PER ALL LOCAL CODES. COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT OBSTRUCT OPENING OR UTILITY CONNECTIONS. RTU/AHU ANCHOR BRACKETS 5 NTS 08.18.10 MECH2.1-11 TOP BEAM RETURN DUCT WHEN SHOWN ON PLAN PROVIDE 3/4" FLANGED FRAME. HARDWARE CLOTH (1"xl" GRID) SECURE WITH CONTINUOUS 1" GALVANIZED STRAPS AND SCREWS 8" OC. PROVIDE 48"x22" OPENING AWAY FROM SUPPLY PLENUM FOR 20-TON, 36"x20" OPENING FOR 10-TON, AND 24"x14" FOR 3-AND 5-TON RTUS. NU I L: RUU i L UUC I AS HIGH AS PUSSIBLIE t3LLUW 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 MECH2-6 L L = W/4, 4" MIN O� SPIN -IN FITTINGS W/SCOOPS ARE NOT ACCEPTABLE 45' LEAD IN BRANCH REF PLANS FOR RUNOUT SIZES DUCT FITTING CLAMP TYP TOP CHORD OF JOIST 3" ROOF MAX ROOF 2%2"x1/4" ANGLE OR 6 1 5/8"xl 5/8" UNISTRUT 6 HANGER STRAP LOADS MUSJB HUNG WITHIN ::7 THREADED ROD OF PANEL PTYP 1" MIN. SHEET METAL OF EXISTING SCREWS TYP >< STRUCTURAL 60" MAX. RECTAZNGULAR DUCT 2"x2"x1/4" ANGLE OR 1 5/8"x1 5/8" UNISTRUT BOTTOM OF RECTANGULAR DUCT RECTANGULAR DUCT STRUCTURE PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE OPTIONAL ROUTING IN CONCEALED AREAS LOADS MUST BE HUNG WITHIN 3" LOAD RATED OF PANEL POINTS FASTENERS 3„ OF EXISTING PROOF MAX STRUCITURAL JOISTS ROOF 6" BOTTOM OF ROUND SUPPLY STRUCTURE AIR DUCT ER 2"x2%1 /4" ANGLE TWIST STRAP S�P�� ��� OR 1 5/8"xl 5/8" 16 GAUGE GALV STEEL LOAD RATED �O UNISTRUT BAND (2" WIDE) FASTENERS �6' ROUND DUCT / L SUPPLY REGISTER, REF FLOOR PLAN FOR SIZE AND LOCATION, MOUNT REGISTERS @ 30 DEGREE ANGLE IN STOCKROOM AREA AND 15 DEGREE ANGLE IN SALES AREA, EXCEPT THOSE SHOWN ON BOTTOM OF DUCT ON THE PLAN PERPENDICULAR TO JOIST PARALLEL TO JOIST DUCT SUPPORT AND GRILLE. NTS 02.24.12 MECH2-lA NATURAL GAS MECHANICAL KEYNOTES PIPING NOTES 15.703 ROUTE DUCTWORK TIGHT TO THE 1. CONTRACTOR SHALL COORDINATE ALL BOTTOM OF STRUCTURE. COORDINATE WITH OTHER DISCIPLINES. DETAILS OF THE GAS PIPING SYSTEM WITH THE LOCAL GAS COMPANY. THIS 15.711 REFER TO ARCHITECTURAL ROOF PLAN INCLUDES, BUT IS NOT LIMITED TO, THE AND STRUCTURAL PLANS FOR DETAILS LOCATION OF THE GAS METER, GAS OF ROOF CURB INSTALLATION. PRESSURE REQUIREMENTS, RELOCATION AND/OR UPSIZING OF EXISTING SERVICE 15.722 COORDINATE DUCT PENETRATIONS PIPING IF REQUIRED. CONTRACTOR SHALL THROUGH ROOF, AND ROUTING OF PAY ALL COSTS REQUIRED BY GAS DUCTWORK WITH CONDUITS, COMPANY. CONTACT GAS COMPANY FOR FIRE PROTECTION PIPING, LIGHTS SIZE AND TYPE OF PIPING AND VALVES AND STRUCTURE. REQUIRED FOR CONNECTION TO METER. GAS METER AND SERVICE REGULATOR TO BE PROVIDED BY UTILITY COMPANY. 15.729 INSTALL ROOF CURB PER ROOF CURB VERIFY CORRECT GAS PRESSURE BOX NOTE. DOWNSTREAM OF SERVICE REGULATOR AFTER GAS UTILITY COMPLETES INSTALLATION. THE NATURAL GAS DEMAND SHOWN IN MBH IS BASED ON A MECHANICAL SYMBOLS HEATING VALUE OF 1000 BTU (1 MBH) PER CUBIC FOOT, A SPECIFIC GRAVITY OF 0.6, AND ON PRIMARY EQUIPMENT SPECIFICATIONS IN SCHEDULES. GAS 18/12 RECTANGULAR DUCT 18" WIDE PIPING SIZES SHALL BE AS NOTED ON BY 12" DEEP PLANS. 2. NOT USED 12" 12" DIAMETER ROUND DUCT 3. NOT USED ® SUPPLY DUCT IN SECTION 4. GAS AND CONDENSATE PIPING SHALL BE MINIMUM 5'-0" CLEAR FOR ROOF TOP RETURN OR EXHAUST DUCT IN EQUIPMENT MAINTENANCE ACCESS. SECTION 5. NOT USED ELBOW WITH TURNING VANES ROOF CURB NOTE TEE WITH TURNING VANES OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL ROOF CURB (AS MANUFACTURE ROUND (OR OVAL) ELBOW BY AES INDUSTRIES INC., CONTACT CHAD BUR 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 VOLUME/BALANCE DAMPER ADEQUATE CONDENSATE DRAINAGE. ROUTE NEW CONDENSATE TO DRAIN AWAY FROM UNIT DOWN SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT SIDE SLOPE OF ROOF. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. RETURN OR EXHAUST AIR DIFFUSER WITH ROUND DUCT CD DIFFUSER OR GRILLE TYPE 12" BRANCH DUCT AND/OR NECK SIZE 450 CFM �'JUH1 THERMOSTAT O TIMER S# TEMP SENSOR CONNECT TO EXISTING ETR EXISTING TO REMAIN FD FIRE DAMPER 6.9 - RUN 1" CONDENSATE PIPE THROUGH SECONDARY OVERFLOW SCUPPER DOWN TO BELOW GRADE INTO STORM WATER. REF. 1-P1.1 FOR CONTINUATION V�z� O"IL 0" STOCKROOM , N-M�- m m mm� FFfiQ,P'`OF,..,,. DUCTWORK AND ROUTE 2 (TYP) „s IN STRUCTURE M1 - t Fti SAW MOUNT AS TGW 6 7 12 8 HIGH AS 12 12 M1 M1 SAW 275 POSSIBLE ON _ _CONDENNEW SATE 18 10 (TYP 2) I I ry BOTH SIDES (TYP 2) 550 I OF WALL PIPE_--�a � (TYP 4) y CO a._ 11�7 \ 0 t NEW 4 5 15.711 M1 M1 15.722 RTU-36 I CO 15.72g 10 TON _ J a TAP OFF TOP 15.703 OF DUCTWORK o AND ROUTE INI STRUCTURE Lcat m. EAG1 8" COORDINATE DUCT 100 TRANSITION WITH 61 6„ Eft CHANGE IN JOIST DEPTH t 6" 50 S-36 I 6" IHS ON ROOF 1 LIQUOR SALES 15.711 T CD1 I y's 50 SAW I MEN 6" 12 8 EAG1 (TYP 2) 100 ri GENERAL NOTES 1. GENERAL NOTES ARE APPLICABLE TO ALL 21. EXISTING PIPE SIZES AND LOCATIONS HAVE MECHANICAL/PLUMBING DRAWINGS. NOT BEEN FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION AND 2. PROVIDE ALL MATERIALS FOR A COMPLETE SIZES OF ALL EXISTING PIPING THAT IS BEING INSTALLATION IN ALL RESPECTS AND READY CONNECTED TO OR MODIFIED, AND TO VERIFY FOR INTENDED USE AND IN STRICT THAT PROPER SLOPES AND ELEVATIONS ARE ACCORDANCE WITH STATE AND LOCAL CODES AVAILABLE. MAINTAIN MINIMUM SLOPE OF AND MANUFACTURERS RECOMMENDATIONS. 1 /8" PER FOOT FOR SAN SEWER PIPING 3" OR LARGER. MAINTAIN MINIMUM SLOPE OF 3. STORE MUST BE KEPT IN OPERATION. 1 /4" PER FOOT FOR SAN SEWER PIPING ARRANGE ALL WORK TO KEEP DISRUPTIONS SMALLER THAN 3". REF ARCH. FOR TO STORE OPERATIONS TO A MINIMUM. TRENCHING REQUIREMENTS. COORDINATE WITH EXISTING AND NEW CONSTRUCTION. PAY ALL NECESSARY 22. PLUMBING CONTRACTOR SHALL VERIFY FEES AND PERMITS. EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND SHALL VERIFY THAT 4. IF NEW CONSTRUCTION DISRUPTS PROPER SLOPES ARE AVAILABLE BEFORE EXISTING UNDERGROUND SERVICES (GAS, CUTTING FLOOR SLAB FOR NEW SEWER SEWER, DOMESTIC WATER, FIRE PIPING. SPRINKLER, ETC.), PROVIDE ALL 23. PROVIDE ACCESS DOORS TO NEW WATER MATERIALS AND LABOR AS REQUIRED TO VALVES AND CLEANOUTS AS NECESSARY MAINTAIN THEIR PROPER OPERATION. WHEN INSTALLED IN INACCESSIBLE AREAS. 5. CONTRACTOR IS RESPONSIBLE FOR 24. PLUMBING CONTRACTOR SHALL PROVIDE UTILIZING OWNER APPROVED ROOFING ONE YEAR WARRANTY FOR PROPER SEWER CONTRACTORS FOR CUTTING AND SYSTEM OPERATION. PATCHING ROOF. 6. CONTRACTOR SHALL FURNISH AND INSTALL 25. SANITARY DRAINAGE LINES AND FITTINGS EXHAUST FANS AND EXHAUST FAN CURBS. (DRAIN, WASTE AND VENT) SHALL BE CONTRACTOR SHALL INSTALL ALL CAST IRON, COATED INSIDE AND STRUCTURAL SUPPORTS FOR FANS. OUTSIDE. WHERE PERMITTED BY LOCAL REFERENCE ARCHITECTURAL/STRUCTURAL CODES, PVC-DWV PLASTIC SCHEDULE 40 SHEETS FOR DETAILS. MAY BE USED IN LIEU OF CAST IRON. ALL PHOTOLAB PLUMBING SHALL BE PVC. 7. CONTRACTOR SHALL INSTALL OWNER 26. WATER PIPING ABOVE GRADE SHALL BE FURNISHED RTU CURB AND TEMPORARY TYPE "L" HARD DRAWN COPPER JOINED COVER CURB PER ARCH DETAIL (IF WITH WROUGHT COPPER FITTINGS. MAKE USED). RTU'S SHALL BE FURNISHED BY JOINTS USING LEAD-FREE SOLDER AND A OWNER AND INSTALLED BY CONTRACTOR. NON -CORROSIVE, PASTE -TYPE FLUX. CURB ADAPTOR (IF USED) SHALL BE MAKE PIPING CONNECTIONS TO A FIXTURE D FURNISHED BY OWNER AND INSTALLED BY WITH CHROME -PLATED SEAMLESS BRASS T CONTRACTOR. RTU SHALL BE SET ON TUBE. INSULATE HOT & COLD WATER ROOF CURB. DO NOT SET RTU DIRECTLY PIPING WITH RIGID GLASS FIBER A ON ROOF. COORDINATE RTU MINIMUM OF 1 /2" THICK WITH WHITE ALL - INSTALLATION WITH WAL-MART SERVICE JACKET (VAPOR RETARDER). CONSTRUCTION MANAGER AND AES AS REQUIRED FOR RTU/AHU CURB ADAPTERS. 27. PROVIDE AUTOMATIC TRAP PRIMERS ON FLOOR 8. REPLACE FILTERS ON NEW RTU NO MORE DRAINS IF REQUIRED BY LOCAL PLUMBING THAN ONE DAY PRIOR TO STARTING TEST CODES. & BALANCE PROCEDURES. FILTERS SHALL 28. ALL FLOOR CLEANOUTS SHALL BE BE 2" THICK EQUAL TO FARR 30/30. INSTALLED FLUSH WITH FLOOR FINISH MATERIAL OR FLUSH WITH CONCRETE SLAB 9. LABEL RTU WITH 6" BLACK PERMANENT IF NO FLOOR FINISH MATERIAL IS PAINT STENCIL AND LABEL SENSOR WITH CALLED OUT FOR ON ARCHITECTURAL 2" HIGH BLACK PERMANENT PAINT DRAWINGS. STENCIL. NUMBER THE SENSOR TO CORRESPOND WITH RTU IT CONTROLS. 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF LOCATE LABEL FOR UNIT NEAR ITS TRAFFIC WAYS, WHILE MAINTAINING DISCONNECT SO IT IS READABLE FROM ACCESSIBILITY. LOCATE PER ROOF HATCH. DIMENSIONS IF SHOWN ON PLANS. 10. IF RTUS ARE INSTALLED BEFORE ROOFING 30. FLOOR CUTS SHALL BE STRAIGHT AND IS COMPLETED, THE CONTRACTOR SHALL CLEAN, REPLACE REMOVED SLAB WITH BE RESPONSIBLE FOR ANY DAMAGE WHICH CONCRETE FLUSH AND SMOOTH WITH OCCURS DURING THE ROOFING PROCESS, ADJACENT FLOOR SLAB. REFERENCE INCLUDING TAR ON COILS. ARCHITECTURAL SHEETS. COORDINATE WITH GENERAL CONTRACTOR. 11. ROOFTOP UNIT CONDENSATE SHALL BE ROUTED TO DRAIN WITH THE SLOPE OF THE 31. CAP ALL PIPING OPENINGS DURING ROOF. CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE 12. MECHANICAL FAILURE OF NEW ROOFTOP MADE. UNITS PRIOR TO ACCEPTANCE BY OWNER, SHALL BE REPAIRED OR REPLACED BY 32. CUT AND PATCH EXISTING CONCRETE CONTRACTOR THROUGH WARRANTY FLOOR SLAB FOR INSTALLATION OF NEW AGREEMENT WITH MANUFACTURER. UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION. 13. IF APPLICABLE, COORDINATE ALL NEW GAS PIPING AND ROOF EQUIPMENT WITH EXISTING 33. DO NOT INSTALL PIPING WITHIN COOLER GAS PIPING, SKYLIGHTS, AND ROOF PANELS. INSTALL EXPOSED PIPING IN EQUIPMENT. FIELD VERIFY EXISTING PREP AREAS A MINIMUM OF 1" FROM CONDITIONS. PANEL WALL AND 6" ABOVE FINISHED 14. ROOFTOP UNITS BEING ADDED TO FLOOR TO ALLOW FOR CLEANING. USE EXISTING ROOF STRUCTURE SHALL BE ONLY NON -CORROSIVE MATERIALS FOR INSTALLED WHEN THE UNITS ARRIVE AT SPACERS AND ANCHORS. THE JOB SITE. REFERENCE 34. PROVIDE ESCUTCHEON PLATES FOR ARCHITECTURAL/STRUCTURAL SHEETS FOR PLUMBING PENETRATIONS THROUGH DETAILS. GROCERY CEILINGS AND WALLS. I 15. INSTALL VTR'S A MINIMUM OF 24" AND 35. PROVIDE AIR TIGHT SEAL AROUND PIPING FLUES A MINIMUM OF 36" FROM ROOF PENETRATIONS THROUGH COOLER/FREEZER EDGE AND/OR PARAPET WALLS. INSTALL WALLS AND CEILINGS. FINISH WITH VTR'S, FLUES AND EXHAUST FANS A ESCUTCHEON PLATE. MINIMUM OF 10 FT FROM OUTSIDE AIR INTAKE OF ROOF TOP UNITS. INSTALL 36. PROVIDE HEAT TAPE AND INSULATION ON EXHAUST FANS AND ROOF TOP UNITS A ALL WATER AND DRAIN PIPING EXPOSED MINIMUM OF 10 FT FROM ROOF EDGE OR A TO FREEZING. MINIMUM OF 60" FROM PARAPET WALLS THAT ARE AT LEAST 42" HIGH. 37. INSTALL CONTINUOUS SEALANT JOINT AT ALL EXTERIOR WALL PENETRATIONS. 16. COORDINATE LOCATION OF DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES TO 38. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER PREVENT EXCESSIVE SHADOWING OF THE WATER PIPING, PEX OR AQUATHERM PIPING SALES OR STOCK FLOORS. LIGHT FIXTURE MAY BE USED. REFER TO EQUIVALENT LOCATIONS TAKE PRECEDENCE. FIELD NOMINAL PIPE SIZES SCHEDULE AND VERIFY STRUCTURAL CONDITIONS BEFORE SPECIFICATIONS. FABRICATION OF DUCTWORK. 39. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS pp 17. FLEXIBLE DUCT CONNECTIONS TO NEW OR PER SMACNA PUBLISHED SEISMIC DETAILS, 9 RELOCATED DIFFUSERS AND GRILLES ARE PROHIBITED. INSPECT CONDITION OF LOCAL AND NATIONAL CODES. CONTRACTOR'S I..::.- EXISTING DUCT AND REPLACE DAMAGED RESPONSIBILITY INCLUDES STRUCTURAL II DUCT WITH EQUIVALENT TYPE OF DUCT AS ENGINEER'S CERTIFICATION ON DETAILS REQUIRED. SUBMITTED FOR PERMITTING. I� 18. DUCT SIZES SHOWN ON DRAWINGS ARE NET 40. BUILDING COMPONENTS ABANDONED BY THE FREE AREA. CONTRACTOR'S OPTION, SCOPE OF WORK SHALL BE SECURED TO ROUND DUCTWORK OF EQUIVALENT FREE PREVENT FALLING, LOOSENING, OR CREATING AREA MAY BE USED IN LIEU OF DAMAGE OF ANY KIND IN THE FUTURE. I RECTANGULAR. INCREASE RECTANGULAR SHEET METAL SIZE AS REQUIRED FOR LL LINER. REFER TO SPECIFICATIONS FOR THE INSULATION THICKNESS. _..._. 19. DUCT SUPPORT AND GRILLE DETAIL IS -' APPLICABLE THROUGHOUT THE STORE. DO NOT USE FASTENERS THAT PENETRATE ROOF DECK. 20. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT THE STORE. EAG1 6" MOUNT AT 75 8'-0" AFF ALL HVAC WORK ON THIS PROJECT IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTOR. 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 THEMSELF 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. ono U a _V •� U W � U cd Q Ld w Wwo w :1 1—oz zm� z2- :,: D N3 LLJ W �cn�� a5,u,8� as Qo0N=z<" C) W�iJ *z0< -,w UOZ9H O z a -X<0 X LL- aN raor-2a� :) ,0 J tnU NSnwa3Xtnwp�QY z L,�, . W, m �w JO p I 0�wgza��a C.�d zp� OK�Uw UiY QzcnJOfC*40 _noa2-"mz J a¢=azw i,-L)">-v) ,._U oz��om0L- L)MLLIzL) 0 m K w TKO w EwaLLJ ?<�m NwCLZ -'=ow1 o000 0 �Z)N0lncrDiaz)waawoam z Q V) z O U z 0 0 O E- a � �c Q c oa 0 O Or O � CD � a---� O � z LLJ a� O e� 0 0 CQ N z 0 ISSUE BLOCK Q ADD#2 08/29/14 Q ADD#3 07/11 /16 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 •�0�,OAZ-VE4,g2''% .tn . No. 78 74 S. EOF ANAL Jul 14, 2016 PARTIAL MECHANICAL PLANS AND DETAILS NTS 08.13.01 MECH2.1-5 SHEET: m 1 FAN SCHEDULE MARK AREA SERVED MANUFACTURER CFM ESP MOUNTING V/PH/HZ DRIVE CONTROL NOTES MODEL FAN TYPE HP (W) METHOD EF-12 GM LIQUOR RR CARNES ACME PENNBARRY GREENHECK 275 0.375" ROOFTOP 120/1/60 DIRECT CONTINUOUS A, B, C, D, E VEDK06J2 PRN100 DX10R I G-085-D CENTRIFUGAL 1 /8 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. L. FURNISH WITH MANUFACTURER'S HINGE KIT AND INSTALL KIT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR NFPA 96 CLEANING ACCESS. 01.31.14 ROOFTOP UNIT SCHEDULE - (LENNOX LC SERIES) MARK AREA NOMINAL SUPPLY FAN ELEC HEAT ECONOMIZER SMOKE NOTES OUTSIDE SERVED CAPACITY INPUT TYPE DETECTOR (TONS) CFM ESP AIR CFM OPERATION (KW) LOCATION RTU-36 LIQUOR SHOP 10 3700 0.5" 650 CONT 30 FME RA A,C GENERAL INFORMATION (ALL UNITS): 1. UNITS FURNISHED BY OWNER. INSTALLATION AND STARTUP BY CONTRACTOR. 2. ALL UNITS ARE 460V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL APPROVED AS WELL AS AGA APPROVED. 3. UNIT OPERATING WEIGHTS (LBS): 20 TON = 2960, 10 TON = 1751, 5 TON = 934, 3 TON = 861 u^. tl� AA M°ECHArgNICAL °X 4. OUTSIDE AIR IS CONDITIONED THROUGH THE ROOFTOP UNITS AS SCHEDULED ABOVE IN ACCORDANCE WITH 2O14 FLORIDA ICA CODE DE 5. SMOKE DETECTORS ARE FACTORY INSTALLED. •..�1,`.N 6. A� UNITS ARE PROVIDED WITH HACR-TYPE RATED CIRCUIT BREAKER. 7. UNITS ARE PROVIDED WITH SINGLE POINT POWER CONNECTION. 8. ROOF CURB FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. 9, UNIT ENERGY EFFICIENCY RATINGS (EER) PER AHRI 210 & 360 ARE AS FOLLOWS: 3 TON = 12.5, 5 TON = 12.7, 10 TON = 12.2, 20 TON = 12.0. 10. UNITS ARE PROVIDED WITH FACTORY INSTALLED EMS VENDOR CONTROL BOARD FOR USE WITH EXISTING EMS SYSTEM. TEMPERATURE, CO2 SENSORS AND HUMIDISTAT ARE FURNISHED SEPARATELY BY LENNOX AND INSTALLED BY THE EMS CONTRACTOR. 11. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION -SENSITIVE COMPRESSORS. 12. FME = FULLY MODULATING ECONOMIZER. 13. UNITS ARE PROVIDED WITH FACTORY INSTALLED CONVENIENCE RECEPTACLE. 14. INSTALL ANCHOR BRACKETS FURNISHED BY AES INDUSTRIES, INC. CONTACT: CHAD BURT AT 1 (800) 786-0402 15. UNITS ARE PROVIDED WITH CONDENSATE DRAIN PAN FLOAT SWITCH. 16. UNITS ARE PROVIDED WITH HUMIDITROL REHEAT COIL. 17. UNIT IS PROVIDED WITH HIGH PERFORMANCE ECONOMIZER. NOTES: 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 AIR AND THE P UNIT OMIZER SHALL MOLATE TO FULLY OPENDECREASE DAMPER1000 NBASED / PPM• REOFOEREONCE DEMAND V NTILATIODNU INTERPRETATION 20104 MECHANICAL CODE TO BELOW C. UNIT EQUIPPED WITH MULTI -STAGE AIR VOLUME (MSAV) CAPABILITIES.�,,� 05.19.14 VOLUME/BALANCE DAMPER SCHEDULE TYPE MANUFACTURER/MODEL ROUND AES RUSKIN SISNEROS WMVCD WMRS25 BROTHERS SBWM-VCD RECTANGULAR AES RUSKIN SISNEROS AMD4 WMD25 BROTHERS SBR-VCD NOTE: NO SUBSTITUTIONS ALLOWED, REFER TO SPECIFICATION FOR ACCESSORIES CONTACTS: AES - (800) 786-0402 RUSKIN - (816) 761-7476 SISNEROS BROTHERS - (800) 499-0106 05.25.07 ROOFTOP EQUIPMENT PIPING RUNOUT EQUIPMENT CONDENSATE DRAIN SIZE 3 TON RTU 3/4" 5 TON RTU 3/4" 10 TON RTU 3/4" 20 TON RTU 3/4" GENERAL INFORMATION: 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. REFER TO ROOF PLAN FOR COMBINED LINES SIZES. 2. CONDENSATE PIPE SIZE IS DOWNSTREAM OF 4" REDUCER. REFERENCE CONDENSATE DRAIN/SUPPORT DETAIL. 11.19.10 VENTILATION SUMMARY, 2014 FLORIDA MECHANICAL CODE ABLE 403.3 ZONE NAME UNIT(S) COOLING/ HEATING FLOOR CFM/SF PEOPLE UNNOCUPIED MIN PEOPLE O/A REQ. COMBINED O/A 0/A SUPPLIED NOTES N0. PEOPLE CFM/PERSON SUPPLY (CFM) AREA (SF) O/A REQ. (CFM) (CFM) REQ. (CFM) AREAS OPEN TO SALES FLOOR SALES FLOOR RTU-36 3250 2640 0.12 40 7.5 317 297 614 A MEN'S TOILET RTU-36 75 0 0 0 0 0 0 A,B WOMEN'S TOILET RTU-36 50 75 0 0 0 O 0 0 650 A,B JANITOR'S CLOSET RTU-36 0 16 0.12 0 0 2 0 2 A STOCKROOM RTU-36 350 235 0.06 0 0 14 0 14 A TOTALS FOR AREAS OPEN TO SALES FLOOR 3 0 3041 333 297 630 650 GENERAL NOTES: 1. OCCUPANCY LOAD VENTILATION RATES ARE 4 FLORIDA MECHANICAL BASED ON NET OCCUPIABLE SPACE IN ACCORDANCE WITtr_E� CODE TABLE 403.3. 2. ANTICIPATED NUMBER OF PEOPLE (BASED ON HISTORICAL WALMART DATP>�U .T.,.CC,,��L,;A�TE._ OUTAIR E UI EMEN S. WHERE WALMART DATA WAS NOT AVAILABLE, AN OCCUPANCY LOAD FACTOR (CFM/SF) VALUE (BASED ON 20+14 FLORIDA MECHANICAL CODE , TABLE 403.3) WAS USED TO CALCULATE OUTSIDE AIR REQUIREMENTS. NOTES: A. UNIT(S) PROVIDED WITH A CO2 SENSOR TO MONITOR AND LIMIT THE CO2 LEVEL TO A MAXIMUM OF 1000 PPM AS RECOMENDED BY ASHRAE 62.1. ABOVE 1000 PPM THE ECONOMIZER IS ACTIVATED TO INCREASE OUTSIDE AIR VENTILATION RATE ABOVE THE MINIMUM SETPOINT TO DECREASE CO2 LEVEL BELOW 1000 PPM. B. RESTROOMS USE EXHAUST FANS TO DRAW TRANSFER AIR FROM THE SALES FLOOR IN EXCESS OF THE REQUIRED VALUES OF 75 CFM PER FIXTURE (TOILET/URINAL). w Ww0 �. i N � I oz p DzwmF zW 2 oz, w Q pm Uww QSUWL_�J WH L�kl ZwF-OZU �¢ aQ 2_'o WNw- <O NT OWW �OQ AUOZ-r a. Xp NXNWp0Q} Z Q 3w O 1 N Q W N a < WW2 wp=O o06j W U, 'z Od' la.I ~ ZNNQ Cj OF-0 J��ZZ Q �Q JO-L-NTUw>-NWN.O Q SD-Zw�- ZH-JujU'H mZmmo 10 - UwWZUw o m w m a O=HWQ,OW,wz�w f- Nwa.zrt:Owia.000<0} F O N OU 0 N d O w a a.W o d m U) z Q J U) z 0 U z 0 O 0 E a � (� 0cr 0 w 00 CSC o M---4 O � z Lv 0:� Q to as 0 awe U C)0 � � C\2 N w Gq z 0 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 00147VE4 No.7 74 �Q E OF c.), ��NAL `E,�` Jul 14, 2016 MECHANICAL SCHEDULES SHEET: M2 0 CONNECT 1-1/2"G EXISTING 1-1/4"G O NEN M1 ME 4„6..W YCO )__Q JAS METER R I a MAKI 9 1 t O ! 4" ETR RE-ROUTE EXISTING GREASE t� 1422 NEW 1000 O WASTE TO NEW GREASE 5. GALLON GREASE INTERCEPTOR LOCATION"I INTERCEPTOR C 15.411 11 2" VNT BELOW GRADE € P2 ;.: 07'-3" I EDC DEMO EXISTING GREASE �I Ir INTERCEPTOR, SAMPLING 00 II PORTS, AND YARD CLEA C I REMOVE EXISTING PIPIN( w ------ - - - -�- L SHOWN HATCHED. C. 4 ....u. _...�.a_...._._ ..__......._ _ r...... .._..... ._.._._�. ..—... ' ._�._ � ��.5 tea..... �..�.... �, ..........-:. C. 4 __�__._w.� .�—..� .m._�.� . _.._...... ..,.... 3"VTR ETR 15.422 I O � Ln �2" VENT BELOW GRADE i NEW 1000 C GALLON SE INTERCEPTOR o n �� ......._....L............ 11------------- - P20I --°° DEMO EXISTING GREASE C 3CS ETR ,y INTERCEPTOR, SAMPLING O PORTS, AND YARD CLEAP SAMPLING PORT TYP OF 2 4"SS- Nam: REMOVE EXISTING PIPING O SHOWN HATCHED. P2 YCO SS ---� (TYP HS ETR NEW GREASE INTERCEPT( O N (0 j m O a .. m �o r U rn.p � N h Z H U Q N Zw,�wZ'S' W hN Lw'W a5ULl F < < wF 'H zm Fw-UZW <Q St5QR0w= QNT p ZaQO_jw20�Zom YQZOFZ� ajWiEOO J y U N N w Q� X N W p 0, Q >- Z Q L� C) 3W�`wpOOw< Q wWW,O� Z ~Q Z_V)NQNO�`1v1O0j��0ZZ J 3QJO�L`�FU�>-wL1NO OZ O m U L�W(~J�WZUW O � a���wu, wm �waZk'�ow�ooc�ao} ��NL)0 VVia�Waawoa� z 0 O a �7 C= 0 oa 0 CD � z � w r 0 0 a� � o L� w as z 0 ISSUE BLOCK Al I PR#1 1 08/22/14 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 I�Ittiiif�� .0P+Z-4F4 '. � • QCENS No.784 r� AllmL IE Jul 14, 2016 PLUMBING DEMOLITION PLANS E p 1 E R S i V Lol 0 AND HWR f RECLAIM IN ' USE 0 ry /ATER ,ING E 10 STOCKROOM PLUMBING PLAN- 4 1 " ETR `°+ �` 15.422 PROVIDE THER� ETEI IN TEE FITTING. A VALVE TO MAINTAIN 5 DROP IN LOOP TEMPERA URE. (1407) DELI 35 ?1 PLUMBING PLAN 3 1/4" = l'—O" 0� RUN 1" BFF INVE ELEVATIC ROUTE T DRAIN, F CIVIL J LLJ W W W 0 lnO (nOw� pfna�WO Z w �zW,i~ zw�xQ3 w F01: K a�UliX J Wr 'iF ZWWOZW Qa mF-0JO0NTZQNT aw oa ww U0 '"- O wr- �z a _'woWF00 LL. aN }aprZ��a� No V)nwa3QNWp�Q} O 3 U W a 0 0 W L Z D F Q _al Z. 00 O K O L. wZ O Qj-5ww 0zoQaJOUX0 >-n_0 0w wol O zwOwmw�<m w0=Ow0w _wazo wODaLnm7.oco(LKCo� 1n z Q D 1n Z O O z 0 O O E- a G7 `m 0 as 0 cr O � CD � r--a � O z Li r O �O°' 0 w N pq z CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 �N1111111It p1A7-VET No.7847 - AT OF Q %� •' .�LORIDP.•'•G��� �ONAL 10 11111" Jul 14, 2016 PARTIAL PLUMBING PLANS 2 1 /8" = 1'-0" ATER PLAN 1 /4" = 1'— NT PLAN r-i: -i - T-'T� I-� SHEET: Pi . 1 1 /2" H W -\ 0 1/2 CW WC2 �1-1/4" CW GR SIDE LIQUOR BOX. a2 WATER RISERNTS FC J' �� > L2 I WCO � ROUTE 2"SS FD41WC ABOVE SLAB 2» IN WALL SSi 3 4 EWC2 � 2' 1 r - I V 1L3»VTR jii > J� WCO 'N 4„ (1-1 �� L2 R A i� 2» IN I \ � FD4 WC-2 � I 3,> N\ SS i 4„ 3" SS1 RC SIDE LIQUOR BOX WASTE & VENT RISER NTS 2"SS BOVE SLAB WALL w w w 0 W O �-w =ozU) Dit w0 �Zwcj� Owinl=-wZ W 0 F0wiX <00L+ F-a¢ [IfQa �roQOp�=Z w ana 0 w wiw w 3p¢ UOZK� z a �w�rOo LL- aN rao�Z�a�wFo �c� v! nw¢�Xtnwp�ar Z a�- O�tn�awwtn�w O 3oLLLo' C> �za�ra C9d ZOXWO�=Uw 2� Qz_fn INa NOF-NOWJ�O Z J 3¢-1O^wNHUIxryt`tn0 XZ=�OIULLwUQ�wz0m ILJ F- Nwazowoo5¢or 0wni0onia0Uj aawoam In f— Z Q H J D U) Z O U z a i~ %61 a d C..7 ,., 0 as O O cr CD O � z � w O o Q 0 lc\2 U) '4 L� w pa z 0 ISSUE BLOCK CHECKED BY: CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 \\\`\,N1111111//�,// >O��G•..•'•�.CEtJSE .QG� o.7847 _ �Q TE OF NAL 00 �f/1111100 Jul 14, 2016 PLUMBING RISERS 1T—i._—_.— _.I SHEET: P1.2 HOT WATER INSTALL THERMOMETER RECIRCULATION TO SET BALL VALVE _ MAIN — THERMOMETER TEE FITTING REDUCER) PIPE FULL PORT BALL VALVE, W/ INSULATION LOCKING HANDLE, 1 PIPE SIZE SMALLER THAN LINE SIZE. ADJUST BALL VALVE TO MAINTAIN A 57 DROP IN HOT WATER LOOP. PERMANENTLY MARK BALL VALVE SETPOINT. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. Q ALANCING VALVE ASSEW 9 NTS 11/06/13 PLUMB2-17 NOTE: THIS DETAIL APPLIES ONLY TO KEYNOTED RESTROOM FLOOR DRAINS AND SHALL NOT BE USED IF FLOOR IS TO HAVE TILE, SET FOR DRAINS AND CLEANOUTS ON TOP OF DRAIN TO BE FLUSH THE SALES FLOOR WITH TOP OF TILE. COORDINATE FINISH TILE ELEVATION WITH SQUARE TOP FLOOR DRAIN GENERAL CONTRACTOR. DO NOT SLOPE FLOOR TILE ON MORTAR BED (WHERE TILE TO DRAIN. ---- RAIN. IS INDICATED ON ARCHITECTURAL FLOOR FLOOR FINISH PLAN) d d A" ° °°" ° d J - aer FLOOR DRAIN BODY WITH 3" OUTLET (CAULK OR PUSH —ON), MEMBRANE CLAMPING COLLAR DEEP —SEAL P—TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. R�P�F5 06/01/07 PLUMB2-5 Qc MANUFACTURER'S EXTENSION COLLAR TO SUIT DEPTH OF INTERCEPTOR YCO & INSPECTION PORT TYP OF 2 SLOPE PAVEMENT \ OR GRADE AWAY FROM SLAB ---- CONNECT TANK TOP VENTS (2) TO VENTING SYSTEM SEAL WATER TIGHT WITH FIBERGLASS SIKAFLEX CAULKING ADHESIVE TYP ---- INLET 3" VENT CONNECTION TYP LIQUID LEVEL ° BAFFLE TYP a CONTRACTOR SHALL FURNISH AND INSTALL PROCEPTOR MODEL GMC 1000 IPC CONTACT: QUOTATIONS DEPARTMENT GREEN TURTLE AMERICA 201 S TRYON ST, SUITE 1475, CHARLOTTE, NC, 28202. 1-877-428-8187 NOTES: 1. INSTALL INTERCEPTOR PER MANUFACTURER INSTRUCTIONS. 2. PROVIDE INTERCEPTOR INSTALLATION THAT COMPLIES WITH AASHTO H-20 LOAD RATING. 3. FROST LINE DEPTH TAKES PRECEDENCE OVER MINIMUM BURIAL DEPTH. CONTACT MANUFACTURER IF FROST LINE IS DEEPER THAN THE MAX DEPTH. BEFORE INSTALLING, VERIFY THE INVERT WILL WORK AT THE CONNECTION TO CIVIL LINE WHILE MAINTAINING PROPER SLOPE. 4. PROVIDE SAMPLING PORT, REFER TO PLUMBING PLAN FOR LOCATION. 5. REFER TO PLUMBING PLAN FOR PIPE SIZES. 6. NO SUBSTITUTIONS ALLOWED. GREASE INTERCEPT( 11 HOT WATER RECIRCULATION BRANCH UNIONS PIPE INSULATION v TYPICAL FULL —PORT I— CHECK VALVE BALL TYPE LSTRAINER FLOW CONTROL VALVE; REFER SHUT—OFF VALVE TO FLOOR PLANS AND SCHEDULES FOR FLOW RATE AND PIPE SIZE. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION y PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. FLOW CONTROL VALVE TRAIN 8 NTS 11 /05/13 PLUMB2-16 )F HUB DRAIN 1 1 /2" ISHED FLOOR. EP-SEAL P-TRAP LOCATE HUB DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. a4HUB DRAIN NTS O4.28.06 PLUMB277 ° KAAKii Ip*ACTURER'S IVER, GASKETED 4SHTO H-20 ZATED TYP ORTS 2 OUTLET )LD TIGHT RCEPTOR 2 MANUFACTURER'S 24" COVER, GASKETED AND AASHTO H-20 LOAD RATED TYP REINFORCED CONCRETE RELIEVING SLAB REF STRUCTURAL YCO, HOLD TIGHT TO INTERCEPTOR TYP OF 2 ° m7 COMBINATION WYE AND 1/8 BEND TYP OF 2 COMPACTED GRAVEL BACKFILL FIBERGLASS REINFORCED PLASTIC TANK CONCRETE EXTENDED AROUND TANKS AND INTO TIE DOWN RODS REF STRUCTURAL BED OF COMPACTED GRAVEL BACKFILL REF STRUCTURAL NTS 09.10.10 IPC PLUMB2.12-4 FINISHED GRADE 16" SQUARE CONCRETE PAD TROWEL TOP SMOOTH AND EDGE. OMIT IF IN SIDEWALK ° d° ° CO e d e tl O ° d YARD CLEANOUT i NTS 06.29.01 yGO PLUMB2-3 ALL DRAINS AND CLEANOUTS ON THE SALES FLOOR SHALL BE FLUSH WITH THE TOP OF CONCRETE SLAB; DO NOT SLOPE FLOOR TO THESE DRAINS CASE CONDENSATE DRAIN REF REFRIGERATION. PROVIDE AIR GAP.-1 d a d. d e ACCESS TO CONDENSATE DRAIN IS THRU REMOVABLE PANEL ON FRONT OF REFRIGERATED CASE REFRIGERATED CASE KICKPLATE FLOOR d d e a.Q .a ..e d y.- ° FLOOR DRAIN BODY PIPE INCREASER FOR COMBINATION WASTE & VENT DEEP —SEAL P—TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN REFRIGERATED CASE DRAIN 10 NTS O4.28.06 PLUMB2-8 GRADE OR FLOOR SLAB ° — TRENCH AND BACKFILL PLASTIC ° ° °PIPE PER SPECS. LINE /F4 WARNINGMARKER DING FOOTING \ TAPE OR FOUNDATION (EXTERIOR BEWARE OF UNDERMINING BUILDING TO FOUNDATIONS. VERIFY WITH THE BUILDING.) ARCHITECT HOW CLOSE YOU MAY \ TRENCH TO THE FOUNDATIONS. PIPE PARALLEL TO FOOTING CONCRETE FLOOR SLAB °A GRADE, PAVING, OR FLOOR. PROVIDE PVC SLEEVE FOR ALL NO PIPE SHALFOUNDATION WALL PENETRATIONS. PASS THROUG FOOTING PAD.VERIFY WITH ARCHITECT WHAT PLUMBINGTO DO IF PIPE MUST PASS CONTRACTORBELOW FOUNDATION FOOTING IS PAD. DO NOT TRENCH UNDER RESPONSIBLEDRIP LINE OF TREES. FOR LOCATIONAND ELEVATIOANSVERSE TO FOOTING OFSLEEVES. VERIFY EXCAVATION CONDITIONS (SOIL/ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATION. REFER TO SPECS FOR OTHER CONDITIONS. PIPE AND PIPE MAY EXTEND AS WASTE OR VENT. TRENCH LOCATION. NTS 06/01/07 PLUMB2.15-3 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 TEPID OR TEMPERED WATER F FILTERED WATER G NATURAL GAS A COMPRESSED AIR CD CONDENSATE DRAIN RO REVERSE OSMOSIS WATER PLUMBING VENT V VAC PLUMBING VACUUM UNION i (I GAS PRESSURE REGULATOR —{�— GAS COCK C ELBOW — TURNED DOWN ELBOW — TURNED UP TEE — TURNED DOWN TEE — TURNED UP BALL VALVE PLUG VALVE CHECK VALVE SHUT—OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER M WATER METER WHA WATER HAMMER ARRESTOR T & P RELIEF VALVE _[�_TMV THERMOSTATIC MIXING VALVE FD1 FLOOR DRAIN O ROOF DRAIN/OVERFLOW ROOF DRAIN —0 FC01 FLOOR CLEANOUT —� FCO FLOOR CLEANOUT (SQUARE) —� YCO YARD CLEANOUT FPWH FREEZE PROOF WALL HYDRANT —� HB HOSE BIBB — ill WCO WALL CLEANOUT IS CONNECT TO EXISTING ETR EXISTING TO REMAIN DEMO PIPE ----VBF---- VENT BELOW FLOOR EXPOSED VENT PROVIDE LEAD SHEETING PROVIDE CLEANOUT TEE COLUMN OR PIPE THRU ROOF I I AROUND EXPOSED VENT WITH SCREWED COUNTER— PARTITION SHALL BE PVC. ABOVE FLASHING. TURN SUNK ABS PLASTIC PLUG: AS SHOWN HEIGHT ABOVE ROOF DOWN INTO PIPE OPENING. TAPERED —THREAD WITH ON FLOOR SHALL EXCEED LOCAL CLAMP TFE JOINT COMPOUND. PLAN. MAXIMUM SNOW DEPTH VENT FLASHING SHALL BE PER ROOF MANUFACTURER'S WHERE CLEANOUT TEE ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE (CONTRACTOR SHALL AND ROOFING IS CONCEALED IN A CLEANOUT TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP VERIFY), 12" MINIMUM. I CONTRACTOR'S CHASE OR PARTITION, FACE SHALL WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET RECOMMENDATION. PROVIDE A ROUND 18 BE WITHIN MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED ROOF INSULATION GAUGE STAINLESS 4" OF WALL FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON STEEL COVER WITH SURFACE. BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. ROOF DECK BEVELED EDGES AND PROVIDE CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. FLATHEAD MACHINE EXTENSION CORE DRILL ROOF OR 17 ANCHOR PIPE TO ROOF SCREW. IF REQUIRED. MEMBRANE CLAMP FLOOR SLAB ON GRADE PROVIDE SLEEVE IF DECK WITH U—BOLT AROUND ° REQUIRED BY TYPE OF PIPE AND ANGLE IRON ° d ��i ROOF DECK. PROVIDE WELDED OR SCREWED TO d AS REQUIRED FOR FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. CONCRETE HUB AT FLOOR REFER TO PLUMBING DEPTH OF SEWER SAME SIZE AS SEWER PIPE AND SLEEVE OR DECK. MINIMUM 12" BELOW ROOF FLOOR FIXTURE SCHEDULE UP TO 4" MAXIMUM SLAB RISER LENGTH AND SPECIFICATIONS PVC PIPE OR LONG SWEEP ELBOW AT PROVIDE PIPE INCREASER PIPE CONNECTORS SUITABLE AS REQUIRED HUB AND SPIGOT FOR FURTHER END OR TURN OF RUN IF/WHERE CODE REQUIRES A FOR TYPE OF PIPE USED LONG SWEEP AT END OF LINE INFORMATION. WCO CAST IRON PIPE — MINIMUM 3" VENT THRU ROOF. OR COMBINATION WYE AND BELOW FLOOR COMBINATION WYE AND jj EIGHTH BEND IN DIRECTION EIGHTH BEND IN RUN. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR RUN OF LINE. SANITARY ENTER TOP OF PIPE. MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL UOF FLOW SEWER LINE OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR DIRECTION INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY OF FLOW MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. VENTTHRU ROOF VTR WALL CLEAN 0 U T LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. 3CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. NTS 06/01/07 PLUMB2-10 L NTS 06/01/07 PLUM132-2 FLOOR CLEANOUT, 1 NTS 03/28/08 PLUMB2-1 N � � o drC W U°� w 2 o o� °•' a 3 Uj w W 6- O ; �o � F �Z O N Z w Z U F~ W Q 'S W o rNwm ¢ � ' SUoo Q¢ S't¢mOw-Zz w W ct a ~p¢JRWNUF 0 wZ ¢ JwMUO LL_ aN >-¢z0�-z��¢�w�o J z ¢li O �w�wo�Uo��ZLa z 0 ~Q zNJ<NOFNOw= 00z .__IN2�WUK}NL.—U o0O��OmwOwwW'W'Zwm a �' ¢ z 1= Nwazk�ow�oo�ao} m�rwi�ov=ia�waawoa< U) z Q J z cl) z 0 U z O O O E+ Q � © cm � 0 oa 00 CD 0 z �y� h—+—� LIJ O a' 0 0 cat w W Z 0 ISSUE BLOCK CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 \10, 11111r/jl/ No. 7$47 Q' TE OF i� CORIDP. ' N S 1 NAL liloO\,�� Jul 14, 2016 PLUMBING DETAILS I HEET: P 2 TOILET PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER WC1 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705EN FLUSH VALVE: TOTO TET1LN32#CP—WR — 1.28 GPF SENSOR OPERATED (FLOOR MOUNT) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WC2 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705ELN D HANDICAPPED CAST IRON FLOOR FLANGE: JONESPEC CF-2984-C14, TYLER 2-252, (FLOOR MOUNT) WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC3 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT708E FLUSH VALVE: TOTO TET1LN32#CP-WR - 1.28 GPF SENSOR OPERATED (WALL MOUNT) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. WC4 WATER CLOSET D HANDICAPPED ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C (WALL MOUNT) WC5 WATER CLOSET 1 1/4" --- 4" 2" KOHLER K-4321 FLUSH VALVE: TOTO TET1LN32#CP-WR - 1.28 GPF SENSOR OPERATED (KINDERGARTEN) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND (FLOOR MOUNT) VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. SEAT: BENEKE 323-5, COMFORTSEATS C100BBCAM, SEAT (FOR KOHLER): KOHLER K-4686-A. CAST IRON FLOOR FLANGE: JONESPEC CF-2984-C14, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC6 WATER CLOSET 1 1/40' --- 4" 2" TOTO CT708E FLUSH VALVE: TOTO TMT1LN32#CP-WR - 1.28 GPF MANUAL OPERATED D HANDICAPPED WITH VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP, (WALL MOUNT) TECHNICAL CONCEPTS 402059 AUTOFLUSH CLAMP SENSOR OPERATED, BATTERY POWERED AUTOMATIC FLUSH ACCESSORY WITH #401980 TOTO ADAPTOR KIT. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WC7 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705ELN FLUSH VALVE: TOTO TMT1LN32#CP-WR - 1.28 GPF MANUAL OPERATED D HANDICAPPED WITH VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP, (FLOOR MOUNT) TECHNICAL CONCEPTS 402059 AUTOFLUSH CLAMP SENSOR OPERATED, BATTERY POWERED AUTOMATIC FLUSH ACCESSORY WITH #401980 TOTO ADAPTOR KIT. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-C14, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC30 WATER 1 /2" --- 4" 2" TOTO CST744E 1.28 GPF FLUSH TANK W/ LOCKING COVER CLOSET ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-C14, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR WC31 WATER 1/2" --- 4" 2" TOTO CST744EL CLOSET BOLTS. SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE, HANDICAPPED 1/4 TURN BALL VALVE STOP. CC1 WATER CLOSET --- --- 4" 2" JOSAM 12694 ADJUSTABLE COATED CAST IRON SHORT BARREL 4" NO HUB A CARRIER FITTING WITH 2" NO HUB VENT, ABS EXTENSION WITH TEST CAP, WADE 31OND DOUBLE CHROME PLATED HARDWARE, NEOPRENE FITTING AND FIXTURE HORIZONTAL GASKETS, AND HUSKY SD4000 COUPLINGS. CC1H CC1 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A CC2 WATER CLOSET - - - - - - 4" 2" JOSAM 12684 ADJUSTABLE COATED CAST IRON SHORT BARREL 4" NO HUB FITTING A (RIGHT) CARRIER WITH 2" NO HUB VENT, FACTORY -TAPPED 2" NO HUB URINAL WADE 31ONR-UA SINGLE HORIZONTAL CONNECTION, ABS EXTENSION WITH TEST CAP, CHROME PLATED HARDWARE, NEOPRENE FITTING AND FIXTURE GASKETS, AND HUSKY CC3 - - - - - - 4" 2" JOSAM 12674 (LEFT) SD4000 COUPLINGS. FLOW DIRECTION (RIGHT OR LEFT) IS FROM WADE 31ONL-UA SEATED FIXTURE USER'S POINT OF REFERENCE. CC2H CC2 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A CC3H CC3 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A UR1 URINAL 3/4" --- 2" 1 1 /2" ZURN Z5798 HIGH EFFICIENCY URINAL (HEU) SYSTEM: CHINA URINAL AND 0.125 GPF E AMERICAN STANDARD 6590.525 TURBINE OR BATTERY POWERED, WALL MOUNTED SENSOR OPERATED FLUSH VALVE WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET UR2 URINAL TOTO UT105U HANDICAPPED SCREW ESCUTCHEON AND STOP CAP. TEU1UN12#CP UC1 URINAL CARRIER - - - - - - - - - - - - JOSAM 17560-UR FLOOR MOUNTED WITH HANGER AND BEARING PLATES, WELDED A WADE 400,AM11 FEET, ADJUSTABLE SUPPORTING RODS, STRUCTURAL UPRIGHTS, AND CHROME PLATED TRIM. L1 LAVATORY - - - 1 /2" 1 1 /2" 1 1 /2" KOHLER K-2005 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A (T) GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER AMERICAN 0355.012 STANDARD PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L2. TOTO LT307.4 L2 LAVATORY 1 /2" 1 /2" 1 1 /2" 1 1 /2" KOHLER K-2005 A,B AMERICAN 0355.012 CARRIER: JOSAM 17100, WADE W-520. STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 TOTO LT307.4 L2 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 1057. L30 LAVATORY DECK - - - 1 /2" 1 1 /2" 1 1 /2" BRADLEY LD-4020-3 BRADLEY: WALL MOUNTED, ONE PIECE OMNIDECK (COLOR: SIENNA RIDGE), 3-BOWL (1, T) CENTERSHANK FAUCET DRILLING, UNDERMOUNT 17" DIA. CHINA BOWL(S), LEVANTINA Q3680 ]MIXING CHROME -PLATED BRASS P-TRAP, CONTINUOUS WASTE, (1) THERMOSTATIC VALVE PER DECK (SET TO 1057, NOT REQUIRED FOR L30, L32, L34, L31 LAVATORY DECK 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY LD-4020-3 3-BOWL (1) (1) 1-36), STOPS, SUPPLIES, STAINLESS STEEL APRON, TRAP ENCLOSURE. LEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (COLOR: LEVANTINA Q3680 L32 LAVATORY DECK - - - 1 /2" 1 1 /2" 1 1 /2" BRADLEY LD-4020-1 1-BOWL (T) 680 TUSCANY CANYON), MANSFIELD 216NS UNDERMOUNT 17" DIA. LEVANTINA Q1680 CHINA BOWL(S), ACORN STAINLESS STEEL APRON: AP-3, 3 BOWL; AP-1, 1 BOWL; AP-2, 2 BOWL, CONTINUOUS WASTE PIPING AND P-TRAP; L33 LAVATORY DECK 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY LD-4020-1 1-BOWL (1) THERMOSTATIC MIXING VALVE PER DECK (SET TO 1057, NOT LEVANTINA Q1680 REQUIRED FOR L30, L32, L34, L36), STOPS, STAINLESS STEEL BRAIDED SUPPLY HOSES AND FITTINGS AS REQUIRED. L34 LAVATORY DECK - - - 1 /2" 1 1 /2" 1 1 /2" BRADLEY LD-4020-2 2-BOWL (1, T) LEVANTINA Q2680 PROVIDE ONE FAUCET PER BOWL: TOTO TEL3LS-10 0.5 GPM SENSOR OPERATED, SELF -GENERATING POWER SYSTEM, STANDARD SPOUT, L35 LAVATORY DECK 1 /2" 1 /2" 1 1 /2" 1 1 /2" BRADLEY LD-4020-2 2-BOWL (1) (1) LEVANTINA Q2680 NO COVER PLATE. PROVIDE GRID STRAINERS FOR EACH BOWL AND ESCUTCHEONS FOR L36 LAVATORY DECK - - - 1 /2" 1 1 /2" 1 1 /2" LEVANTINA Q3680M1 3-BOWL (1, T) WATER AND DRAIN PIPE WALL PENETRATIONS. CHAMFERED CORNER L31, L33, L35, L37 ASSE 1070 THERMOSTATIC MIXING VALVE: L37 LAVATORY DECK 1 /2" 1 /2" 1 1 /2" 1 1 /2" LEVANTINA Q3680M1 3-BOWL (1) (1) ZURN ZW3870 XLT SET TO 1057. CHAMFERED CORNER L38 LAVATORY - - - 1 /2" 1 1 /2" 1 1 /2" AMERICAN 0321.075 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A (ADA) (T) STANDARD GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L39. L39 LAVATORY 1 /2" 1 /2" 1 1 /2" 1 1 /2" AMERICAN 0321.075 A,B CARRIER: JOSAM 17100, WADE W-520. (ADA) STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 L39 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 1057. EWC1 ELECTRIC WATER 1 /2" --- 1 1 /2" 1 1/4" OASIS PG8AC STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH A COOLER BARS, LEAD FREE, WATER SAVER BUBBLER WITH FLEXIBLE BUBBLER (SINGLE) GUARD (FOR HALSEY TAYLOR - SMARTFLOW BUBBLER KIT), STOP VALVE, HALSEY HAC8FS-Q-ADA TAYLOR 3/8"x1 /2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM 17560-WC, WADE 400-AM11 EWC2 ELECTRIC WATER 1 /2" --- 1 1 /2" 1 1/4" OASIS PG8ACSL STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH BARS, A,C COOLER MATCHING UPPER UNIT APRON, LEAD FREE, WATER SAVER BUBBLER (SPLIT-LEVEL) WITH FLEXIBLE BUBBLER GUARD (FOR HALSEY TAYLOR - SMARTFLOW HALSEY HAC8FSBL-Q-ADA TAYLOR OR SMARTFLOW BUBBLER KIT), HAC8FSBLR-Q-ADA STOP, 3/8"x1 /2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM 17560-WCBL, WADE 440-AM11 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; - P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME -PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. - SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. - STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES: A. INSTALL FURNISHED 1 /2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE -ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS. B. INSTALL FURNISHED THERMOSTATIC MIXING VALVE. C. REFERENCE ARCHITECTURAL DRAWINGS FOR EWC2 ORIENTATION. D. COORDINATE WATER ROUGH -IN HEIGHT FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH GRAB BAR LOCATION. REF ARCH. E.USE SAME MANUFACTURER FOR UR1 AND UR2. 11.22.13 DRAIN / CLEANOUT / HOSE BIBB / HYDRANT SCHEDULE ALL PRODUCTS ON THIS SCHEDULE (EXCEPT FD2 HUB DRAIN) ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK DESCRIPTION MANUFACTURER MODEL NUMBER FLOOR AND ROOF DRAINS FD1 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. SIOUX CHIEF 842 IJOSAM VEF 4001 JOATEY 72000 FD1 (CI) LIGHT DUTY ADJUSTABLE CAST IRON WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. WADE 1100STD IJAY R. SMITH 2O05 IJOSAM 30000 ZURN Z415B IWATTS FD-100-A IMIFAB F1100-C FD2 HUB DRAIN SAME AS SANITARY WASTE PIPING MATERIAL UNLESS NOTED OTHERWISE ON PLANS. FD3 LIGHT DUTY PVC WITH 9" DIAMETER LOOSE SET PVC HALF GRATE. SIOUX CHIEF 860 FD3 LIGHT DUTY CAST IRON WITH 9" DIAMATER LOOSE SET PVC HALF GRATE. (CI) WADE 1100STD JAY R. SMITH 2O05 JOSAM 30000 ZURN Z415B IWATTS FD-100-A MIFAB F1100-C FD4 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 6" SQUARE NICKEL BRONZE RING AND FASTENED GRATE. SIOUX CHIEF 842 IJOSAM VEF 400J JOATEY 72000 FD5 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931 /9870-425-GHD/9936 ZURN Z886-HD/RFG/Z-887-HD FD6 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH EXTRA HEAVY DUTY SLOTTED DUCTILE IRON GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931/9870-461-M/9936 ZURN Z886-HD/DGE/Z-887-HD FD7 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH HEAVY DUTY SLOTTED STAINLESS STEEL GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931 /9870-455-SSHD/9936 ZURN Z886-HD/RFS/Z-887-HD FD8 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. PROVIDE 4" DIAMETER NICKEL BRONZE OR ALUMINUM FUNNEL. SIOUX CHIEF 842 (FUNNEL: 863) IJOSAM VEF 400J (FUNNEL: F4) FD10 HEAVY DUTY STAINLESS STEEL (SS) WITH SLAB ANCHOR, 8.5" MIN. DIAMETER SS GRATE WITH TWO 1" DIAMETER CENTRAL LIFTING HOLES 3" APART, SCH 40 OUTLET, AND SS SEDIMENT BUCKET WITH HANDLE AND 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. SIOUX CHIEF 860-4SS IKUSEL KEW JSTAINLESSDRAINS.COM SD12WSCH40 FD11 (CI) HEAVY DUTY CAST IRON WITH CAST IRON 12" DIAMETER LOOSE SET RING AND GRATE AND SLOTTED PVC SEDIMENT BUCKET. WADE 1210 JAY R. SMITH 2142 JOSAM 32200 ZURN Z505 IWATTS FD-340 IMIFAB F1340 FD30 LIGHT DUTY CAST IRON TRASH DRAIN WITH 6" SQUARE HINGED BRONZE GASKETED WATER -TIGHT SOLID COVER, SECONDARY STRAINER GRATE, AND EYELET FOR COVER LIFTING CABLE CONNECTION. JAY R. SMITH 2O05-BS-NB-GC(-WM) FS1 LIGHT DUTY, ACID RESISTANT, WHITE PVC FLOOR SINK WITH 12" SQUARE WHITE PVC HALF GRATE AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDLE. REF PLANS FOR LOCATIONS WHERE FULL GRATES ARE SPECIFIED. SIOUX CHIEF 861 FS2 LIGHT DUTY PVC EXTENDED SUMP FLOOR SINK WITH 9" DIAMETER SOLID PVC COVER, 4" BACKWATER VALVE WITH SLEEVE AND LID AND REMOVABLE ACCESS COVER. H SIOUX CHIEF 860-4P7RiE (BACKWATER VALVE: 869, ACCESS COVER: 850) FS30 COATED 16" X 16" FLOOR SINK WITH ALUMINUM DOME STRAINER HALF GRATE AND 4" CAULK OUTLET JAY R. SMITH 3200 ZURN Z-1926 JOSAM 49420 RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB ROOF DRAIN WITH CAST OR DUCTILE IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION (OR EXTENSION SIZED FOR ROOF INSULATION), SUMP RECEIVER, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM RDs. UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP -SET INSTALLATION. 12" DRAINS: JOSAM 29112 WATTS RD-500 ZURN Z101-EB WADE 3000 10" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z101-EB WADE 3000 <= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z100-EA WADE 3000 RD2 COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB ROOF DRAIN WITH CAST OR DUCTILE IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION (OR EXTENSION SIZED FOR ROOF INSULATION), SUMP RECEIVER, 2" EXTERNAL WATER DAM, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM ROOF DRAINS. UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP -SET INSTALLATION. 12" DRAINS: JOSAM 29112 WATTS RD-500 ZURN Z101-EB WADE 3000 10" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z101-EB WADE 3000 <= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z100-EA WADE 3000 RD3 SIPHONIC ROOF DRAIN WITH EPDXY COATED CAST IRON BODY, MEMBRANE CLAMP DEVICE AND AIR BAFFLE /INDUCER, 304 STAINLESS STEEL HARDWARE AND NO -HUB BOTTOM OUTLET. WADE WH-300 3" , WH-400 (4"), WH-500 (5"), OR WH-600 6" CLEAN OU TS FC01 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY CAST OR DUCTILE IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 SIOUX CHIEF 852 MIFAB C1100 JAY R. SMITH 4231 JOSAM 55000 IWATTS CO-200-RX-4 WADE 6000Z FCO2 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY NICKEL BRONZE TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 ISIOUX CHIEF 851 IMIFAB C1100 JAY R. SMITH 4111 JOSAM 55000-1-SD IWATTS CO-200-RX WADE 6000Z FC030 CAST IRON BODY, EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM LOAD RATING) SQUARE NICKEL BRONZE TOP, ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN ZN-1400-K-T WATTS CO-200-TS WADE 6000TS CO/ WCO THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) ZURN Z1470 (Z1469) ISIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472T JOSAM 58540 (58600) IWATTS CO-590-RD WADE 8590 (8480R) CO/ WCO DURA-COATED CAST IRON, COUNTERSUNK PLUG, ADJUSTABLE TO FINISH SURFACE. (PROVIDE DRILLED TAPPED FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) (CI) ZURN Z1440 (Z1469) SIOUX CHIEF 873 MIFAB C1450 JAY R. SMITH 4420 JOSAM 58900 (58600) IWATTS CO-380-RD WADE 8550 (8480R) YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE -FLANGED HOUSING, AND EXTRA HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL -PROOF SCREWS. ZURN Z1449 / Z1474 IM11FAB C1230 / C1300-MF JAY R. SMITH 4250 JOSAM 58850 IWATTS CO-300-MF / CO-380 WADE W-6000 / W-8300-MF HOSE BIBBS AND HYDRANTS HB2 3/4" COLD WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND METAL WHEEL HANDLE. MOUNT 42"AFF (UNLESS NOTED OTHERWISE). WOODFORD 24 1 ACORN 8121 PRIER C-155 HB4 3/4" HOT WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY. WOODFORD 24 ACORN 8121 IPRIER C-255 HB30 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. T&S BRASS B-0669-01: WITH ETERNA CARTRIDGE AND SPRING CHECKS. HB31 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 HC867 IJOSAM 71650 WADE 8606HC WATTS HY-700 JR SMITH 5560QT IPRIER C-754 ZURN Z1325 FPWH1 3/4" COLD WATER FREEZE PROOF WALL HYDRANT WITH BRASS HINGED BOX, INTEGRAL VACUUM BREAKER, AND LOOSE TEE KEY. WOODFORD B65 IJOSAM 71000 IWADE 8600,175 IPRIER C-634BX IZURN Z1320 JR SMITH 5509QT YH 1" COLD WATER YARD HYDRANT, BURY DEPTH TO EXCEED LOCAL FROST DEPTH. PROVIDE QUICK CONNECT 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. 10.25.13 LLI W LW, W0 V) 13r. NOwM N 0¢2�p Z W F Z w ~ 2 Q 3 W o rNNw� ¢Scowo wr ``r ZroZo ¢¢ F~ J �O o N= Z¢ N= aw o¢ ww c�o z z�r o wr 3¢ �w�Foo li aN > ¢orZ��¢� F� Z ¢m ��w¢3XV)LoV) O 3W�wo=oowwZ,. < QZv\o- mo-Lis=iw6.g J ¢=ozwv)�0w>_v)U__, D wZ ow�.r0F_La oa�oWwcww o aK�LJ � NwaZHtzowl�o�oL,a.o>- ��L)oaraawoaMNoviz) U) r- z a J V) z 0 U 0 O D A 0 c 0 as 00 r x cD CD a--� O � z W cir� o O �Oa' 0 ICQ C/) N w z 0 i ISSUE BLOCK CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 `\ 11 1ifijjii No.78474 _ " p •�-.F- ON*AL:•mow_ ��. F< OR1D P. •�G��\ 0\ \�.� Jul 14, 2016 PLUMBING SCHEDULES SHEET: P 3 EQUIVALENT NOMINAL PIPE SIZES PLAN SIZE COPPER AQUATHERM HOT WATER AQUATHERM COLD WATER- PEX 1/2" 1/2" 1/2" 1/2'> 3/4" 3/4" 3/4" 1 " 1" 1" 1" 1 1/4" 1 1 /4" 1 1/2" 1 1 /4" 1 1/2" 1 1/2" 2" 1 1/2" 2"2" 2 1/2" 2» NA 2 1/2" 3" 2 1/2" NA 3" 3 1/2" 3" NA 4" 6" 4" NA NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS. SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE FIXTURE DESCRIPTION MANUFACTURER CATALOG NUMBER WHA WATER HAMMER ARRESTOR CONFORM TO PDI WH-201, ANSI A112.26.1M, ASSE 1010. JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA -RESTER --- VALVES FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED -WHITE 5044AB OR 5049AB APOLLO SERIES TOLE CRANE LF9210 SERIES WATTS FBV-3C OR FBVS-3C NIBCO FP-600-A --- DOUBLE-CHECK VALVE BACKFLOW PREVENTER INCLUDE TWO INDEPENDENT -ACTING CHECK VALVES, TWO SHUT-OFF VALVES, AND REQUIRED MEANS FOR TESTING FOR EACH ASSEMBLY. WATTS LF007QT OR LF709 BEECO FDC-LF FEBCO LF850 WILKINS 350XL OR 950XLT2 - - - REDUCED PRESSURE PROVIDE STRAINER, SHUT-OFF VALVES AND TEST COCKS: INSTALL DRAIN LINE WITH AIR GAP ASSEMBLY TO PLUMBING FIXTURE SCHEDULE A � N 11���111 VI • � _ V U >~ W 9 a W u , .r,o ¢o w Wwo V)�oa�'�o W � F-tfSLiK a>Uw0 J � Qa F�oQooN=Zaww O Z w� 3z a �w�FOO t� a� raoFZ��a�w�o J Z ala. wp�ar p wvT� o`za�ra w W o ~Q ZvaiviaNO�InOw�wpZz J Qa�p�i`tnFUwrN�'-NO � z a J z 0 U z 0 0 D E A � 0 0 0 O � O � � z W I— o N w GA z o ISSUE BLOCK CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 �O • No. 78474 ATE F .CVO: Jul 14, 2016 PLUMBING SCHEDULES SHEET: P3,1 EQUIVALENT NOMINAL PIPE SIZES PLAN SIZE COPPER AQUATHERM HOT WATER AQUATHERM COLD WATER PEX 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" ill 1" 1" 1" 1 1/4" 1 1 /4" 1 1/2" 1 1 /4" 1 1/2" 1 1/2" 2" 1 1/2" 2" 2" 2 1/2" 2" NA 2 1/2" 3" 2 1/2" NA 3" 3 1/2" 3" NA 4" 6" 4" NA TE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS. r12.12.13 SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE FIXTURE DESCRIPTION MANUFACTURER CATALOG NUMBER WHA WATER HAMMER ARRESTOR CONFORM TO PDI WH-201, ANSI A112.26.1M, ASSE 1010. JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA —RESTER — — — VALVES FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED —WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS FBV-3C OR FBVS-3C NIBCO FP-600—A --- DOUBLE—CHECK VALVE BACKFLOW PREVENTER INCLUDE TWO INDEPENDENT —ACTING CHECK VALVES, TWO SHUT—OFF VALVES, AND IREQUIRED MEANS FOR TESTING FOR EACH ASSEMBLY. WATTS LF007QT OR LF709 BEECO FDC—LF FEBCO LF850 WILKINS 350XL OR 950XLT2 — — — REDUCED PRESSURE BACKFLOW PREVENTER PROVIDE STRAINER, SHUT—OFF VALVES AND TEST COCKS: INSTALL DRAIN LINE WITH AIR GAP ASSEMBLY TO RECEPTOR APPROVED BY AUTHORITY HAVING JURISDICTION. MINIMUM 175 PSI WORKING PRESSURE. WATTS 009QT OR 909 BEECO FRP—LF FEBCO LF860 WILKINS 375XL OR 975XL — — — TRAP PRIMER (SINGLE TRAP) PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. PRECISION PLUMBING PRODUCTS PRIME —RITE OR OREGON #1 SIOUX CHIEF 695 — — — TRAP PRIMER (MULTIPLE TRAPS) PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY PRECISION PLUMBING PRODUCTS PRIME —RITE OR OREGON #1 MIFAB M-500 JOSAM 88300 SIOUX CHIEF SERIES 695 — — — LOCKABLE SHUT OFF VALVES BRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED —WHITE 5042 APOLLO SERIES 70LF-100 CRANE LF—T-255 WATTS LFB-6000 OR LFB-6001 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 NIBCO T-413 — — — STRAINER CAST BRONZE Y—STRAINER WITH BALL VALVE WATTS LF777SI APOLLO 59-004-06 FCV1 FLOW CONTROL VALVE FLOW CONTROL VALVE, 20 GPM MAXIMUM FLOW JOSAM 60710 ZURN Z1108—L FCV30 FLOW CONTROL VALVE BELL & GOSSETT # CB LF "CIRCUIT SETTER PLUS", LEAD FREE BRASS BODY AND BRASS BALL, CALIBRATED BALANCE VALVE, DIFFERENTIAL PRESSURE READOUT PORTS, DRAIN PORT, MEMORY STOP, NAMEPLATE AND 1/2" VALVE BODY SIZE UNLESS SHOWN OTHERWISE ON PLANS. SET AND BALANCE TO 0.25 GPM UNLESS SHOWN OTHERWISE ON PLANS AND PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. — — — VACUUM RELIEF VALVE LEAD FREE BRASS BODY. CSA/ANSI Z21.22 WATTS LFN36—M1 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 11.22.13 PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK FIXTURE BRANCH SIZES MIN. MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER SS1 SERVICE 3/4" 3/4" 3" 2" STERN— SB-800 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, B 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 CHECK HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832—AA, ACORN KH36 MOP HANGER: STERN WILLIAMS T-40, FIAT 889—CC, ACORN KMH SS30 ACORNVAC --- --- 3" 2" STERN— MTB-3624 REDUCED HEIGHT SERIES FOR USE WITH ACORNVAC MOP SINK WILLIAMS PLUMBING SYSTEM. (TERRAZZO) MOP SINK ONLY, NO FAUCET REQUIRED FIAT TTB-3624 ACORN TRH-362410 36" X 24" X 10" S1 SINK (LOUNGE) 1/2" 1/2" 2" 1 1/2" ELKAY LRAD3321 4 HOLES, DROP IN, 2.2 GPM FLOW RESTRICTOR, AERATOR C 2—COMPARTMENT IAND HOSE SPRAY, 6 1/2" MAXIMUM DEPTH STAINLESS STEEL JUST DL—ADA-2133—A—GR, ARISTALINE (BY KINDRED) ALBD7506P-1 FAUCET LEAD FREE: ELKAY LK-1001, JUST J901, KOHLER K15072—P DRAIN: ELKAY LK-35, JUST JB-99, ARISTALINE (BY KINDRED) 113OCNT-1 S2 SINK (PHARMACY) 1/2" 1/2" 2" 1 1/2" DAYTON D-12521 4 HOLES, 2.2 GPM FLOW RESTRICTOR AND AERATOR C,D 1—COMPARTMENT BY ELKAY STAINLESS STEEL KOHLER K-3348 FAUCET LEAD FREE: ELKAY LK-1000, KOHLER K15071—P, DRAIN: ELKAY LK-35, KOHLER K8801 SINK VISION CENTER 1/2" 1/2" 1 1/2" 1 1/2" BY WAL—MART SINK AND FAUCET FURNISHED BY WAL—MART AND INSTALLED E SINK BY CONTRACTOR. COORDINATE PRIOR TO INSTALLATION. L40 LAVATORY — — — 1/2" 1 1/2" 1 1/2" KOHLER K-2005 FAUCET: SPEAKMAN SC-3084 CENTERSET FAUCET, G, H (T) GRID STRAINER WITH TAILPIECE, P—TRAP WITH CLEANOUT, AMERICAN 0355.012 STANDARD STOP VALVES, SS BRAIDED WATER SUPPLIES AND TOTO LT307.4 ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L41. CARRIER: JOSAM 17100 (FLOOR MOUNT), WADE W-520 (FLOOR MOUNT) L41 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" KOHLER K-2005 F, G, H OR JOSAM 17120 (WALL MOUNT). AMERICAN 0355.012 STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV—SHIELD 2018 TOTO LT307.4 L41 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 1057. EW1 EYEWASH — — — 1/2" 1 1/2" 1 1 /4" BRADLEY S19-220 WALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED A (T) BRASS VALVE, YELLOW PLASTIC BOWL WITH DUST COVER, 304 SS HANDLE. PROVIDE P—TRAP AND TAILPIECE WHERE APPLICABLE ON PLANS. SPEAKMAN SE-580, ENCON 01030401, GUARDIAN G1814P EW2 EYEWASH — — — 1/2" 1 1/2" 1 1 /4" BRADLEY S19-224—ADA WALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED A (T) BRASS VALVE, YELLOW PLASTIC BOWL WITH DUST COVER, 304 SS HANDLE. PROVIDE P—TRAP AND TAILPIECE WHERE APPLICABLE ON PLANS. SPEAKMAN SE-580—ADA PVB2 PRESSURE --- --- --- --- WATTS LF008PCQT LEAD FREE HIGH —HAZARD ANTI —SIPHON, ANTI —SPILL VACUUM BREAKER VACUUM BREAKER AND INLET AND OUTLET SHUT—OFF VALVES. CONFORM TO ASSE 1056. PVB30 PRESSURE — — — — — — --- --- WATTS LFN36N1 LEAD FREE BRASS WATER SERVICE VACUUM RELIEF VALVE VACUUM BREAKER OUTLET SHUT—OFF VALVES. CONFORM TO ASSE 1020 ZURN 12—VR10XL APOLLO 37—LF202-01 PRV WATER --- --- --- --- WATTS LF223 LEAD FREE BRONZE BODY VALVE WITH SHUT—OFF VALVES FOR SIZES PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM REGULATOR OPERATING PRESSURE OF 200 PSI. CONFORM TO ASSE 1003. WILKINS 500XL TMV THERMOSTATIC 3/4" 3/4" --- --- LAWLER 570 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL VALVE CHECK VALVES, LIMIT STOP SET AT 105 7 UNLESS NOTED OTHER— WISE. MINIMUM FLOW RATE 0.5 GPM. CONFORM TO ASSE 1017/1070, LEONARD 370—LF TMV30 THERMOSTATIC --- --- --- --- LAWLER 802 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK VALVE STOPS WITH STRAINERS, AND LIMIT STOP SET, FIELD SET AT TEMPERATURE INDICATED ON PLAN. MIN FLOW RATE 2.0 GPM. CONFORM TO ASSE 1017. LEONARD TM-186-5015—PRV ETMV EMERGENCY --- --- --- --- BRADLEY S19-2000 HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, VALVE MINIMUM FLOW RATE 2.0 GPM. POWERS ES—P—ETV200 IMB ICE MAKER 1/2" --- --- --- GUY GRAY—IPS AB9700 SERIES WHITE PLASTIC BOX AND FACEPLATE, LEAD FREE BOTTOM INLET WATER BOX SUPPLY AND 1/2" x 1 /4" COMPRESSION ANGLE STOP VALVE. PROVIDE MINIMUM 4 FEET OF 1 /4" TYPE "K" SOFT COPPER TUBING COILED WITHOUT KINKS TO ALLOW SERVICE. COORDINATE INSTALLATION WITH EQUIPMENT INSTALLER AND MAKE FINAL CONNECTIONS. PROVIDE FIRE RATED BOX WHEN INSTALLED IN FIRE RATED WALL. SIOUX CHIEF 696 SERIES HR1 HOSE REEL 1/2" COX REEELS / REELCRAFT / SELF —RETRACTING OPEN REEL WITH 50' 1/2" ID YELLOW WATER HOSE. CCR-0426-1 850—OPL—SW57 (800) 269-7335 (800) 444-3134 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; — P—TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME —PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. — SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. — STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES: A. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. B. INSTALL MOP SINK FAUCET AT 32" AFF AND LOCATE TWO MOP HANGER BRACKETS SIDE BY SIDE NEAR MOP SINK. C. INSTALL FURNISHED TMV UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 120' F. D. TRIM WITH OFFSET TAILPIECE, 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. HOLD ALL EXPOSED PIPING HIGH AS POSSIBLE. E. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH —IN HEIGHT REQUIREMENTS. F. INSTALL FURNISHED THERMOSTATIC MIXING VALVE. G. INSTALL FURNISHED 1/2" X 2 1/2" STAILESS STEEL SIMPSON WEDGE —ALL ANCHORS FOR ALL FIXTURES H. CONTRACTOR TO COORDINATE THE REQUIRED CARRIER PRIOR TO ORDERING. 3.28.14 Ld w w4o w N_ � r o D o Nzm ow0wz z r �Q3 Lli 0 Htn LE ¢SUppO� Q Q 2 r 0 Q K O w= Z Q N w w 3oa�Ow` .0 aN �Qz¢ca11 UOo0 � OF-Zfr OwF_r Z Qg jrw¢ Xpm tnw=¢} 0 3v-W(p,wmIT'.L c�a zo. 0C3Uw z� F::*<_jw_L,--ww-00 Z a xn Zwr or�-ogzru-��czDr om!,m a 0}Nwau_0oU) F=-�NO6Na5Kaawoam z a J D z 0 v z 0 O � E+ A � cm C c9 O � O � � z LLi r O rn O 0 N w GA z 0 ISSUE BLOCK CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 `�j1161111(���' No. 78474 StTAfiE OF C(/44i` Jul 14, 2016 PLUMBING SCHEDULES m SHEET: P3,1 ELEVATION PVC JACKET FOR ALL REFRIGERATION LINES EXTERIOR TO BUILDING TYP LUSH -A -CLAMP FIRMLY CLAMPED TO PIPE PIPING INSULATION TYP (BEYOND) BOLT WALL OR BUILDING STRUCTURE -J PLAN 1 5/8"x1 5/8" GALVANIZED UNISTRUT P-1000, 10'-0" MAXIMUM ON CENTERS VERTICAL REFRIGERANT LINE SUPPORT. NTS 06.29.01 TOP BEAM TOP CHORD OF JOIST 3" CLAMP TYP ROOF MAXt__ THREADED ROD TYP LOADS MUST BE NYLON WIRE TIE (PAN DUIT SCHEDULE 40 PVC PIPE HUNG WITHIN 3" #BT4LH-1 OR EQUIVALENT) AT EACH NYLON WIRE TIE, OF PANEL POINTS (TYPICAL) APPROX 10" LONG (INNER DIAMETER OF PVC PIPE BOTTOM OF _ APPROX. SAME AS OD OF STRUCTURE INSULATION) SUCTION LINE LIQUID LINE PIPING INSULATION 0 O PIPING INSULATION 1 5/8"x1 5/8" GALVANIZED _--TIGHT UNISTRUT P-1000, 6'-0" TO MAXIMUM ON CENTERS UNISTRUT NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG FOR PIPING BEHIND CASES, UNISTRUT VERTICAL, WALL -MOUNTED HORIZONTAL REFRIGERANT LINE SUPPORT DETAIL NTS 03/30/12 REFRIG-4 REFRIG-3 -LIQUID SUPPLY LINE SUCTION GAS RETURN LINE ADJUST LOCATION OF DROPS AS REQUIRED (TYP) PROVIDE TRAP AT BASE (TYP) 6" MINIMUM WIDTH. 1" EXPANDED POLYSTYRENE OR EQUAL LENGTH AS REQUIRED (TYP) - ROUTE SUPPLY AND RETURN HEADERS ON TOP OF CASES WHERE POSSIBLE REFRIGERATED CASE MANUFACTURER TO PROVIDE TOP CONNECTED CASES SPACE AT 4' INTERVALS TYP REFRIGERATION PIPE ROUTING FOR TOP FED CASES (INDV. CIRCUIT SYSTEM SLOPE S 15.601 L 7FB 604 15.605 TOP OOXY eT T „ DIMENSION EQUAL " TO COIL WIDTH (MINIMUM) oo ol EVAP BOX WALL FAN/ COIL SHORT RADIUS TRAP UNIT SHALL BE ONE-PIECE CONSTRUCTION. HOLD AS HIGH AS POSSIBLE DRAIN PAN SCHRADER VALVE UNION 3/4" PVC 3/4" COPPER DRAIN LINE PVC DRAIN TRAP (W/HEAT TAPE & INSULATION77// OUTSIDE IN FREEZER BOXES) 15.606 15.604 ' 15.606 15.608 AIR BREAK 3/4" COPPER TO 3/4" PVC CONNECTION OUTSIDE OF WALL 2" PVC DRAIN HEADER EVAPORATOR, FAN/COIL UNIT 2 TS 0/01/07 REFRIG7 OL J'R ROUTEREFRIGERATION •« LINE DOWN IN-1 «,.WALL 15.603 x 1 GR SIDE U. j1/8pp = 11-01f 15.603 CU-1 CU-1 ADT-260A ADT-260A LIQUOR COOLER 15.609 ;DRAWINGS __ ._15.605 15.60421 15.607 R1CU-2TYP SIM12 DRS DX6LD UNTED ON ROOF. RE•R2I. RE: STRUCTURAL FOR MOUNTING DETAOUNTED ON ROOF. RE: 22. RE: STRUCTURAL R2 DRAWINGS FOR MOUNTING DETAILS I � a REFRIGERATION KEYNOTES GENERAL NOTES 1. PLAN INDICATES GENERAL ROUTING OF 15.601 SLOPE REFRIGERANT LINES BACK TO REFRIGERANT LINES, WITH A SINGLE COMPRESSORS AT 1" PER 20' OF RUN. LINE SHOWN INDICATING BOTH SUCTION LOCATE HIGHEST POINT OF AND LIQUID LINE ROUTING FOR EACH REFRIGERATION LINES JUST BELOW SYSTEM. BOTTOM CHORD OF JOIST OR BEAM. COORDINATE ELEVATION TO AVOID 2• REFRIGERATION SYSTEM INSTALLATION CONFLICTS WITH DUCTWORK, SHALL BE IN COMPLETE CONFORMANCE LIGHTING, ETC. WITH SPECIFICATIONS, AND WITH ALL REQUIREMENTS OF REFRIGERATION 15.602 SUPPORT HORIZONTAL RUNS OF EQUIPMENT MANUFACTURER. REFRIGERANT LINES ON 1-5/8" x 1- 5/8" UNISTRUT CHANNELS ON MAXIMUM 3. REFRIGERATION DRAWINGS ARE OF 6 FOOT CENTERS. PROVIDED AS AN AID TO BIDDERS AND TO INDICATE DESIRED ROUTING OF 15,603 AT ALL POINTS WHERE SUCTION LINES REFRIGERATION LINES; CONTRACTOR RISE, PROVIDE A SUCTION LINE TRAP SHALL ASSUME FULL RESPONSIBILITY AT THE BASE OF THE RISER. FOR CORRECT INSTALLATION OF PIPING AND ACCESSORIES TO PROVIDE A 15.604 PROVIDE AIRTIGHT SEAL AROUND ALL COMPLETE AND FULLY OPERATING SYSTEM. PIPING AND BOLT PENETRATIONS THROUGH COOLER/FREEZER BOX WALLS 4. REFER TO SPECIFICATION 15600 FOR OR CEILINGS. INSULATION THICKNESS. INSIDE DIAMETER OF INSULATION SHALL MATCH PIPE DIAMETER TO 15.605 SUPPORT EVAPORATORS WITH BOLTS MINIMIZE AIR GAPS BETWEEN PIPING AND THROUGH ROOF TO 1-5/8" x 1-5/8" x INSULATION. PROVIDE FACTORY 10' LONG 14 GA. GALVANIZED PRE -MANUFACTURED FITTINGS AT ALL TRAPS UNISTRUT SPANNING THREE ROOF AND ELBOWS. WHERE PRE -MANUFACTURED PANELS. PROVIDE DOUBLE NUTS ON FITTINGS ARE UNAVAILABLE MITER CUT ALL EACH BOLT. FITTINGS TO ENSURE PROPER SEAL BETWEEN INSULATION SEGMENTS. 15.606 CONDENSATE DRAIN; PITCH DRAIN LINES DOWN APPROXIMATELY 1" PER 5. PIPE INSULATION IN SALES FLOOR AND IN 10' TOWARD DRAIN. PROVIDE COPPER REFRIGERATED PREP AREAS SHALL BE WHITE. PIPING WITH ELECTRIC HEAT TAPE PIPE INSULATION IN STOCKROOM SHALL BE AND INSULATION ON ALL CONDENSATE BLACK. REFER TO SPECIFICATION 15600. LINES EXPOSED TO FREEZING TEMPERATURES. 6. INSTALL PIPE INSULATION IN STRICT ACCORDANCE WITH MANUFACTURER'S 15.607 SEE REFRIGERATION SCHEDULE FOR INSTALLATION INSTRUCTIONS. EVAPORATOR TYPES, SIZES, AND CAPACITIES; CONTROL METHOD; AND 7-8 NOT USED. ALL REFRIGERATION PIPING SIZES, ETC. g THE REFRIGERATION MANUFACTURER SHALL MOUNT THE NOVAR SENSOR, FOR THE MEDIUM 15.608 END CONDENSATE LINE OVER FLOOR TEMPERATURE AND LOW TEMPERATURE CASES, DRAIN W/ AIR GAP. IN THE SUPPLY AIR PLENUM AT THE CENTER OF THE CASE. 15.609 PROVIDE PVC DRAIN LINE FROM EACH 10. THERMOSTATS AND TIME CLOCKS, FOR CASE DRAIN CONNECTION SAME SIZE ALL EQUIPMENT, TO BE SUPPLIED BY AS CASE OUTLET, AND END OVER THE REFRIGERATION CONDENSING UNIT FLOOR DRAIN W/AIR GAP; PITCH MANUFACTURER. DRAINS 1" PER 10'. 11. THE EMS CONTRACTOR SHALL MOUNT 15.610 PROVIDE A 0.020" PVC JACKET ON ALL THE NOVAR SENSOR FOR THE WALK-INS REFRIGERATION LINES EXTERIOR TO ON THE RETURN -AIR SIDE OF THE BUILDING. EVAPORATOR. 12 & 13. NOT USED. 15.617 COORDINATE REFRIGERATION LINE PENETRATIONS THROUGH THE ROOF. 14. MOUNT THE THERMOSTAT BULBS FOR THE REINFORCE ROOF STRUCTURE AS WALK-INS ON THE RETURN -AIR SIDE OF NECESSARY, CUT THE ROOF FOR THE THE EVAPORATOR. REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN 15. SET THE THERMOSTAT AT 30•CUT OUT, HOOD. PROPERLY FLASH, PATCH, AND WITH A 5• DIFFERENTIAL, ON MEDIUM REPAIR ROOF AS REQUIRED FOR NEW TEMPERATURE CASES AND WALK-INS. PENETRATION. SEAL THE ROOF OPENING WITH FOAM AS SOON AS THE PIPING 16. NOT USED. THROUGH THE ROOF OPENING IS COMPLETE. 17. SET THE TIME CLOCK AT 2 TIMES PER DAY, FOR 30 MINUTES, ON MEDIUM 15.624 ROUTE REFRIGERATION LINES ON TOP OF TEMPERATURE CASES AND WALK-INS. CASE FOR ALL TOP FED CONNECTED CASES. SLOPE BACK TO COMPRESSOR AT 18-26 NOT USED. 1" PER 20'-0" OF RUN. Fall ........ _...._..c..... ............-' REFRIGERATION PIPING fir; DOWN THROUGH ROOF (TYP 15.603 15.610 _ .. PIPE CHASE IN ROOF. COORDINATE SIZE AND LOCATION WITH STRUCTURE (TYP) �"�4 15.617 R BOX REFRIGERATION PLAN NOTE: ALL WORK ON THIS SHEET IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTOR. NOTE: REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ALL FINAL REFRIGERATION ELECTRICAL TERMINATIONS TO REFRIGERATION EQUIPMENT. c � N � O O U U M r-• a g m s w WNo w Z 0 F-�.i SOVI Ld o P,)Wwiw QSUti�aJ ¢ O ~oQOZN=o 0 QZQN= p wl'' 3ZaQ�`�w�Fpo~ LF_ aN r¢o�¢�N�O J oy NNwa�iXfnWO z aN i U W d O O N Z d K~ Q w Zo o�5ww o� z�aWVx)W�-Nw0a� t_n�wL�Ja�O QNiELj w'�no -ii u>_w_U *ODLLwwn- 'iM0wwzmm F- NW.azF- Oww00 ao>- H�rNVOUOv=ia�aw'd(L85 nn_m V) F- z a U) z 0 U z 0 O O E A © cm 0 0 0 a ca* CD a —a 0 � z LL_I c 0 co 44 Z GQ 0 ISSUE BLOCK A ADD#3 1 07/11 /16 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 DO Z-V"t� No. 78474/ tRc� `0 V,ETATE OF •C� "40RIOP' ONAL Jul 14, 2016 LIQUOR BOX REFRIGERATION PLANS AND DETAILS 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 THEMSELF 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. SHEET: R 1 Hill PHOENIX 2016 GEES MILL RD CONYERS, GA 30013 PH: (770) 285-3100 FX: (770) 285-3076 Hi// PNC0E/VnK E X C E L L E N C E TYPE PIPING RUN PRESSURE DROP VELOCITY FPM MAX. MIN. MAX. MIN. SUCT. BR. HOR 1.0 PSI 0.5 PSI 1000 600 SUCT. BR. RISER 2.0 PSI 1.0 PSI 1500 1000 SUCT. TR. HOR 1.0 PSI 0.5 PSI 1000 600 SUCT. TR. RISER 1 1.0 PSI 1 0.5 PSI 1 1500 1000 LIQ. MAIN 1 1.0 PSI 1 0.5 PSI 1 75 60 LIQ. BR. 1 1.0 PSI 1 0.5 PSI 1 75 60 QUID MAIN SUCT TRUNK RISER SUCTION TRUNK HORIZ (ONLY ROOF MOUNT UNITS OR ANY CIRCUITS THROUGH FLOOR ON PIT MOUNT VAP UNITS) i-SUCT BRANCH RISER TYPICAL REFRIGERANT PIPING SCHEMATIC NOMENCLATURE FOR SINGLE EVAPORATOR CIRCUIT QUID MAIN SUCT BRANCH HORIZ LIQUID BRANCH "A" CT TRUNK HORIZ SUCT TRUNK RISER (ONLY ROOF MOUNT UNITS OR ANY EVAP. "A" E APael CIRCUITS THROUGH FLOOR ON PIT MOUNT O O O UNITS) RANCH RISER "B" SUCT BRANCH RISER "A" LIQUID BRANCH "B" TYPICAL REFRIGERANT PIPING SCHEMATIC NOMENCLATURE FOR MULTI -EVAPORATOR CIRCUIT Hill PHOENIX 2016 GEES MILL RD CONYERS, GA 30013 PH: (770) 285-3100 FX: (770) 285-3076 Hi// P/5/OEN/SIC_ E X C E L L E N C E TYPE PIPING RUN PRESSURE DROP VELOCITY FPM MAX. MIN. MAX. MIN. SUCT. BR. HOR 1.0 PSI 0.5 PSI 1000 600 SUCT. BR. RISER 2.0 PSI 1.0 PSI 1500 1000 SUCT. TR. HOR 1.0 PSI 0.5 PS 1 1000 600 SUCT. TR. RISER 1.0 PSI 1 0.5 PSI 1500 1000 LIQ. MAIN 1.0 PSI 1 0.5 PSI 75 60 LIQ. BR. 1.0 PSI 1 0.5 PSI 75 60 /-LIQUID MAIN ' SUCT TRUNK RISER SUCTION TRUNK HORIZ (ONLY ROOF MOUNT UNITS OR ANY CIRCUITS THROUGH FLOOR ON PIT MOUNT EVAP UNITS) r-, I IrSUCT BRANCH RISER TYPICAL REFRIGERANT PIPING SCHEMATIC NOMENCLATURE FOR SINGLE EVAPORATOR CIRCUIT QUID MAIN SUCT BRANCH HORIZ LIQUID BRANCH "A" SUCT TRUNK HORIZ SUCT TRUNK RISER (ONLY ROOF MOUNT UNITS OR ANY CIRCUITS THROUGH 1AP. "A"I 4EVAE." FLOOR ON PIT MOUNT 0O UNITS) SUCT BRANCH RISER "B" 12 DOORS M.D.S. BEER OUTDOOR CONDENSING UNIT EVAP INFORMATION: 100 DEG AMBIENT ZEPHYRHILLS, FL STORE# 706 SIZE MODEL MBTUH REQUIRED SST F DEFROST TYPE EVAP FANS EVAP DEFROST HEATERS AMPS VOLTS PHASE / AMPS .VOLTS/PHASE 12 DOOR DX6LD 6.6 +26 OC 0.8 115/1 N/A N/A REACH -IN BEER C RCUIT: CU-2 CONDENSING UNIT: SH T008X6B R-404A REFRIGERANT NET WEIGHT: 159 LB S. 29-3/4 30-1 /4" I-- 23-1 /8 C/L" NOTE: DRAWING NOT TO SCALE Note(s): 1. LLS must be mounted at case. CONDENSING UNIT#2 N TS 208/60/3 SINGLE PT. MCA 15.0 MOPD 15A SUCTION HORIZ. 5 8" SUCTION RISER 1 2" LIQUID 1 2" LINE SIZING BASED ON 35 FT LENGTH 42-1 /2" Ship loose parts: (1 ea) T'Stat (1 ea) Liquid Line Solenoid (LLS) - E3 LIQUOR BOX COOLER OUTDOOR CONDENSING UNIT - 100 DEG AMBIENT PROTO COATED CONDENSER EVAP INFORMATION: ZEPHYRHILLS, FL STORE #706 SIZE MODEL MBTUH REQUIRED SST F DEFROST TYPE EVAP FANS EVAP DEFROST HEATERS AMPS VOLTS PHASE / AMPS VOLTS/PHASE (2) ADT260A(E) 30'X22'X10' W1 BEER COOLER 42.7 +25 OC 9.0 115/1 N/A N/A #2 1 /2 NOZZLE EGSE-2-C CIRCUIT: CU-1 CONDENSING UNIT: BDT0501M6C R-404A REFRIGERANT NET WEIGHT: 751 LB S. 39-1 /4" 35-3/8" 0 0 0 AIR FLOW SUCTION LINE LIQUID LINE O 0 22" C/L -I 35-7/8" C/L 36-5/8" NOTE: 208/60/3 SINGLE PT. MCA 27.7 MOPD 45A TRUNK HORIZ. 1 3 8" TRUNK RISER 1 1 8" BRANCH HORIZ. 7 8" BRANCH RISER 7 8" LIQUID MAIN 1 5 8" LIQUID BRANCH 1 5 8" LINE SIZING BASED ON 31 FT LENGTH 49 -1 /4" -J 11 " C/L L 29" C/L _j 51-5/8" DRAWING NOT TO SCALE SUCT BRANCH RISER "A" LIQUID BRANCH "B" TYPICAL REFRIGERANT PIPING SCHEMATIC Ship loose parts: �,LJ NOMENCLATURE FOR MULTI -EVAPORATOR CIRCUIT Note(s): (1 ea) T'Stat L1j O 1. LLS must be mounted at evap 2. TXVs factory installed (1 ea) Liquid Line Solenoid (LLS) - E9 = � (2 ea) Heat Exchanger - HXR-250A � (1 ea) Solenoid Coil w/Light - 208V :2 }- = O Z Z W � CONDENSING UNIT#1 F- 1 NITS O O Z Lj_ UW v�irz �0¢N �o �Z�� zW, X=a� �L'w z�0 as~a-4'Owcncx�oQNw O 3 z ¢ - w- F o 0 L� a JapFZ�Fajwo '." <<nWo�a� O �W�W8��o��wwwO z Q zV1 V) �jO V)OWZ! 000 z J Qa�o-i. rn�cwi�rvjU_- oowwwwwzwm}mOwwzaaQo= V)wz��05o}w0 =VwOQOw cs�Q'wzww< 1--=>P-4L)0Un0_=)wan.w0o M V) F_ z U) z 0 U z O 0 E- a � co 0 as 0 0 Cr O � z W � ec� C) 0 0 cat L� W z 0 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 O��Cr.•' OCEN 1 No. 78474 �0 P Rlop" 5/NAt O\ Jul 20, 2016 REFRIGERATION LEGENDS SHEET: R2:] GENERAL NOTES ELECTRICAL (SYMBOLS SYMBOLS LEGEND APPLY ONLY WHEN USED ON DRAWINGS) 06.03.14 EN08a SYMBOL DESCRIPTION 1. FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH / INCANDESCENT OR HID FIXTURE (WALL MOUNTED/CEILING MOUNTED) FLUORESCENT FIXTURE NEC, NESC, STATE, AND LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS. FLUORESCENT FIXTURE, A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR EMERGENCY LIGHT 71 FLUORESCENT FIXTURE, WALLS. B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. NIGHT LIGHT C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE ❑ ENCLOSED FREEZER LIGHT OPERATIONS. COORDINATE ALL DISRUPTIONS WITH'. WALMART CONSTRUCTION MANAGER AND STORE MANAGER. TRACK LIGHTING D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESSES BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED. EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) E. CONTRACTOR SHALL VERIFY THAT ALL PANELBOARDS HAVE EMERGENCY FIXTURE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED AND THAT ALL TRIM IS IN GOOD CONDITION, ALLOWING NO SWITCH, SINGLE POLE ACCESS TO LIVE PARTS. 2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: $3 SWITCH, 3—WAY A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING. $4 SWITCH, 4—WAY B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. $K SWITCH, KEYED C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT...."°... D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR $M SWITCH, MANUAL MOTOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED $OS SWITCH, OCCUPANCY SENSOR DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. a 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, $$OS SWITCH, BI—LEVEL OCCUPANCY SENSOR ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 OS / ® CEILING OCCUPANCY SENSOR AND ASSOCIATED RELAY VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT RECEPTACLE, DUPLEX GROUNDING CONDUCTOR. 4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD =' MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES +46" RECEPTACLE, DOUBLE DUPLEX B. RECEPTACLES +20" C. VOICE/DATA +20" RECEPTACLE, SPECIAL;" 5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING RECEPTACLE, SIMPLEX DIAGRAMS. 0 JUNCTION BOX 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. (WALL MOUNTED/CEILING MOUNTED) JUNCTION BOX ALARM SYSTEM I NUMBER MANUFACTURER FURNISHED BY CATALOG NUMBER 1 DAY—BRITE CONTRACTOR TT232—UNV-1/4EB—LP—TH2 2 DAY—BRITE CONTRACTOR T232—UNV-1/2EB—LP—TH2 8 DAY—BRITE CONTRACTOR 1TG232-01—UNV-1/2EB—LP 10 DAY—BRITE CONTRACTOR 2TG8232-01—UNV-1/2—EB—LP 16 DUAL—LITE CONTRACTOR LXURWEI 17 DUAL—LITE CONTRACTOR LZW2D1 20L GE JOWNER IS-18-0—A3—M—V—WHTE 21L GE OWNER IS—S8-0—A3—M—V—WHTE 22L GE 1OWNER IS—C8-0—A3—M—V—WHTE 68A I CREE 1 OWNER I LR6C—DR1000—GU24—H6—GU24 H4C-14 VIA CONTACTOR C1 REF 1-E1.2 DIMMER DIMMER SWITCH 'D1' SWITCH 'D2' DIMMING CONTROL ! (2)#14 /2 T C, TYP SALES DAY LIGHTING LIGHTING 'd1' 'd2' 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN , EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL 0 (WALL MOUNTED/CEILING MOUNTED) j MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT ALARM JUNCTION. BOX, > LI GH TI N G. PROTECTIVE DEVICES. ® FOR REMOTE TEST/RESET I' 8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG ���, (WALL MOUNTED/CEILING MOUNTED) NTS UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A EQUIPMENT CONNECTION POINT BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 1771 (PROVIDED WITH EQUIPMENT) AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15—FT MAXIMUM). ❑i NON —FUSED DISCONNECT 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. Eh FUSED DISCONNECT ISOLATED GROUND CIRCUITS SHALL NOT BE ROUTED IN THE SAME CONDUIT AS NORMAL POWER CIRCUITS. SWTCHED/ NEUTRAL CIRCUIT, CONCEALED IN WALLS OR TRAVELERS 10. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE CEILING, E INDICATES EXISTING is HOTS WIRING SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. cRouN� UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR CIRCUIT, CONCEALED IN FLOOR SLAB, SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. r'"-*-k E INDICATES EXISTING WIRING REF GENERAL ELECTRICAL CONNECTIONS TO STRUCTURE CIRCUIT, EXPOSED, DETAIL. E INDICATES EXISTING WIRING 11. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. REFER TO = FLUSH MOUNTED PANELBOARD ARCHITECTURAL DOCUMENTS FOR CONDUIT INSTALLATION AND SEALING REQUIREMENTS. SURFACE MOUNTED PANELBOARD 12. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM VOICE/DATA, AND BRANCH CIRCUITS NOTED BY LEGEND SHALL BE V/Vd/-v d = DATA ONLY, v = VOICE ONLY INSTALLED UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD. PROVIDE EXTERIOR �/ MOTOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR GREATER. REF SPECIFICATIONS. �O TELEPOWER POLE 13. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY PUSH BUTTON LOCAL CODES. 14. EXISTING ELECTRICAL AND ALARM: 6 BUZZER A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING O SMOKE DETECTOR EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON DRAWINGS, PROVIDE LABOR AND MATERIALS TO ENERGY MANAGEMENT REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING O TEMPERATURE SENSOR OPERATION. B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT rJT THERMOSTAT EXISTING UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, PARKING LOT LIGHTING CIRCUITRY, ETC.) ABBREVIATIONS PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO REROUTE, SLEEVE, OR OTHERWISE REWORK THESE SERVICES a, b, c LOWER CASE LETTERS INDICATE HD HAND DRYER TO MAINTAIN THEIR EXISTING OPERATION. SWITCHING CONFIGURATION IG ISOLATED GROUND C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES AFC ABOVE FINISH COUNTER IRC INTER —REGISTER DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM AFF ABOVE FINISH FLOOR COMMUNICATION AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO AFG ABOVE FINISH GRADE ISP IN—STORE PROCESSOR THAT SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. C CONDUIT LCU LIGHTING CONTROL UNIT CCT CIRCUIT K KEY OPERATED D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE CF CEILING/CIRCULATION FAN N NEUTRAL NOTED. D DATA NTS NOT TO SCALE EC ELECTRICAL CONTRACTOR P WITH PILOT LIGHT 15. EXISTING ELECTRICAL DEMOLITION: EF EXHAUST FAN RH RADIANT HEATER A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL EP EXPLOSION PROOF RC REFRIGERATION EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON ETR EXISTING TO REMAIN CONTRACTOR THE DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. EWC ELECTRIC WATER COOLER SC SECURITY CAMERA REMOVE ALL PANELBOARDS, DISCONNECT SWITCHES, BOXES, GFUTURE SF SUPPLY FAN R RELAYS, TIME SWITCHES, LIGHTS, DEVICES, ETC., WHICH GROUND TYP TYPICAL WILL NOT BE REUSED. GFEP GROUND FAULT EQUIPMENT WH WATER HEATER PROTECTION WP WEATHERPROOF B. CONDUIT AND WIRING TO BE ABANDONED IN CEILING GFI GROUND FAULT CIRCUIT UH UNIT HEATER SPACES AND OTHER NON—PUBLIC AREAS (I.E., THROUGH INTERRUPTER UNO UNLESS NOTED STOCKROOM AREA): CUT WIRING LOOSE AND REMOVE GF GABLE FAN OTHERWISE FROM RACEWAY(S), LEAVING RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR FLOORS SHALL BE REMOVED BACK TO FINISHED SURFACE AND CAPPED PROVIDE 1-1/4" FENDER BOTTOM CHORD ATTACH AND ALIGN FIXTURES USING INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT, WASHERS, TYP—-. , OF BAR JOIST SCREWS, ANCHORS, AND/OR TABS ... FURNISHED WITH FIXTURES " C. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE � ""'�"""" � ,��"'-- .----�' ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE SLIDING HANGER FURNISHED .. UNISTRUT SHALL SUPPORT NO PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE WITH FIXTURE, TYP "�'„.° ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK "SPARE" MORE THAT 10OBS IF P3300 IS USED AND NO MORE THAN CIRCUIT BREAKER IN THE "OFF" POSITION. TIGHTEN FURNISHED 1 215LBS IF P3000 IS USED D. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO HANGER SCREW TO SECURE SELECTIVE SITE DEMOLITION SPECIFICATION FOR HANGER TO FIXTURE, TYP �•.. ,° INSET BAR JOIST DISPOSAL OF LIGHT FIXTURE. TYP E. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF PROVIDE 1/4" HEX;w � WORK SHALL BE SECURED TO PREVENT FALLING, HEAD BOLT, NUT AND °•'w,°"° ...,� ,,,,,`�,, '�°w. ��; ;. ., LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE LOCKWASHER, TYP FUTURE. 16. ETHERNET CABLE: FLANGE CLIP (CADDY M24S OR , r� A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON EQUAL) NUT AND LOCKWASHER _ "' ;° :°r•* y,� ., PLANS. PROVIDE CONDUIT AS REQUIRED BY LOCAL CODES AND/OR ORDINANCES. Z�. r B. ETHERNET CABLE IS FURNISHED BY OTHERS. REF MANUFACTURERS GENERAL IIilElllll I' ,. ,,°, • ,,,;, `•. C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER FITTINGS SPECIFICATIONS" FOR POLES. DESIGN BOLT TORQUE �__... • ''` \`��` D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS DIRECTED BY WALMART CONSTRUCTION MANAGER. NO CONNECTION OF ANY KIND "INSET°"„"N SLIDING HANGER FURNISHED SHALL BE MADE TO JOIST WEB WITH FIXTURE, TYP MEMBERS OR JOIST BRIDGING TIGHTEN FURNISHED CONTRACTOR SHALL INSTALL LIGHT HANGER SCREW SECURE FIXTURES PER MANUFACTURER HANGER TO FIXTUURR E, TYP RECOMMENDATIONS PROVIDE LOCKING �'"`—��`°•�„„ CONTRACTOR HAS THE OPTION TO USE SPRING NUT BLANK MALE CONNECTOR EITHER METHOD OF INSTALLATION SHOWN ALL —THREAD SHALL BE ;a AND DECORATIVE END CAP FIXTURES SHIPPED FULLY ASSEMBLED A SOLID PIECE. NO i AT END OF EACH ROW WITH ELECTRICAL &MECHANICAL SPLICES ALLOWED FURNISHED WITH FIXTURE — CONNECTORS FOR CONTINUOUS ROW MOUNTING SLIDING HANGER FURNISHED WITH FIXTURE, TYP UNISTRUT CONTRACTOR SHALL PROVIDE AND CONNECT ALL POWER AND CONTROL TIGHTEN FURNISHED WIRING BETWEEN LIGHT FIXTURES WHEN HANGER SCREW TO SECURE � C� ROW OF FIXTURES IS INTERRUPTED HANGER TO FIXTURE, TYP—� '"°""',""� INSET ...... _...w..,M...,..,.,...,' PROVIDE 1/4" ALL —THREAD, 1-1/4" FENDER WASHER, LOCK WASHER AND NUT, TYP rr_)"IIIIIIIIIIII�,,.S.ALES FLOOR LIGHTING PROVIDE 1/4" HEX HEAD BOLT, 1-1/4" FENDER WASHER AND INSET LIQUOR SALES, REF 1—E1.2 ONTROLS LIGHTING FIXTURE SCHEDULE VOLTS VA LAMP (PHILIPS) MOUNTING DESCRIPTION ORDER NUMBER (LP) QTY 120/277 114 F32T8/TL850/PLUS/ALTO 4 SURFACE 8' STRIP 120/277 58 F32T8/TL850/PLUS/ALTO 2 SURFACE 4' STRIP 120/277 58 F32T8/TL850/PLUS/ALTO 2 RECESSED 1' x 4' TROFFER 120277 58 F32T8/TL850/PLUS/ALTO 2 RECESSED 2' x 4' TROFFER 120/277 4 INTEGRAL — WALL EXIT SIGN (SINGLE FACE) 120/277 15 6V, 5W HALOGEN 2 WALL EMERGENCY LIGHT 6 , 0 ,SEA4LE TF 1 ry �_� M ,e FRC;� IC 120/277 73 INTEGRAL LED IREFER TO DETAILS 8' STRIP — STAND ALONE 120/277 73 INTEGRAL LED — REFER TO DETAILS 8' STRIP — ROW STARTER 120/277 73 INTEGRAL LED — REFER TO DETAILS 8' STRIP — CONTINUOUS ROW °.^�w AFn �y PqFC n R.w^4,�,..,,,�,,w...,���,w.-,�..m��,„,,.�,„, on'^�'"'c��"",_o"m...�..a.,„...,er^"° •rlw "ea�' 'w 120 12 INTEGRAL LED I IRECESSED DOWNLIGHT NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING BAR JOIST, TYP REF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE.'; PROVIDE LOCKING UNISTRUT SPRING NUT — PROVIDE 1/4" ALL —THREAD, 1-1/4" FENDER WASHER, LOCK WASHER AND NUT, TYP-- ALL—THREAD SHALL BE A SOLID PIECE. NO SPLICES ALLOWED ° PROVIDE ALL —THREAD CONNECTION TO ELECTRICAL EQUIPMENT PROVIDE AIRCRAFT CABLE SUSPENSION SYSTEM FOR INSET CONNECTION TO ELECTRICAL EQUIPMENT— UNISTRUT ° PROVIDE LOCKING SPRING NUT, TYP — UNISTRUT CAN BE MOUNTED TO THE TOP OF EITHER THE TOP CHORD OR BOTTOM CHORD OF THE BAR JOIST PROVIDE 1/4" HEX HEAD BOLT,''4 ........y CONTRACTOR HAS THE OPTION TO USE 1-1/4" FENDER WASHER, AND INSET EITHER METHOD OF INSTALLATION SHOWN LOCK WASHER TYP` PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST UNISTRUT SHALL SUPPORT NO MORE THAT 100LBS IF P3300 IS N"" USED AND NO MORE THAN _ 215LBS IF P3000 IS USED GENERAL ELECTRICAL OF BAR JOIST CONNECTIONS TOSTRUCTUE urs ii... oz �i _, COORDINATE LOCATION OF LIGHT FIXTURES AND OCCUPANCY SENSORS IN COOLER WITH COOLER BOX VENDOR, EVAPORATOR COIL, I FIRE SPRINKLERS, RACKING, ETC. I LIQUOR STOCKROOM C.1 s —_......... ...... .._................ ............. L L Q ! FURNISH AND INSTAL SENSORSWITCH MODE NO. CMR-10—LT CEILING MOUNTED e OCCUPANCY SENSOR WITH 5 MINUTE DELA k TO DIMMER SWITCH D1 AND �q ;® " D2 AT FRONT OF STORE. I°" "`,REFERENCE DETAIL 4—E1 TYP 4' � I I „ 3 19 2 TYP 19 . PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS d1 REQUIRED TO SPAN JOISTS.'"—' SECURE TO TOP CHORD OF BAR JOIST. PROVIDE CONNECTION PROVIDE ALL —THREAD CONNECTION DUE TO CHANGE IN FOR END OF ROW FIXUTRES STRUCTURAL JOIST EXTENDING FURTHER THAN 2'-0", DEPTH, REF STRUCTURAL UNSUPPORTED LIGHT FIXTURES SHALL d1 PROVIDE LOCKING SPRING NUT, TYP INSET /'I CHORD OF BAR JOIST �?P MOUNT TO BOTTOM OF DO _ BAR JOIST, REF 2—Ell, 6. TYP OF 4 —31, 4 10" 91-3" FIXTURES NOTATED AS 'd1' 0 AND 'd2' ARE POINTS OF CONNECTION TO DIMMING d2 C.aON.TR.Q.LS..AS ...R.EF_. E.R EN.C.E D DETAIL 4—E1 AND CORRESPOND TO DIMMER SWITCH 'D1' AND 'D2'. 1 art'. at v MR-2ce lm4. o __.. .. H4C IS 172 — — AWAY IN EDC4 „ w r"',> I 0 (D OR s" d ° F:-Q W­ ' p4YVX^ SALES FLOOR LIGHTING TO - _.E CONTROLLED VIA �,,,.... 1 CONTACTOR. PROVIDE.m.m I _._ . _ JI .. ! I CONSTANT HOT FOR 2 ..... EMERGENCY EGRESS _. LIGHTING AND OTHER LOCALLY CONTROLLED r A SPACES. 2 2 ._1. 0 d1 — _:. .�..... �.....W...._... .........w..............m.M.':" S.A-LE.S..._Ft-@aR--ti-G�I+T ry ....._.�.-'___. SHALL BE MOUNTED AT LQ 2 �M +12'-0" ABOVE THE FINISH FLOOR. E° ALCOVE d1 . 16.025 11 d1 0 ! NIGH 0 LI OUNT LIGHThP�IC FIXT — m... — °-- j _.... 0 ! 2 _Np N WALL 10'-0" AFF. JANITOR d2 d2 d2 — _ ! M E_N d MOUNT TOP OF E'_M_E_R _Gf NCY ° z LIGHTING FIXTURE 6" FROM 2 D1 16 F' ..I CEILING, TYP. COORDINATE RESTROOA LIGHT FIXTURE LOCATIONS WITH DIFFUSERS CEILING FRAMING A D GC 27 t Y: ! _ ............................. IIEel .1IIRt»KMA111 GENERAL LIGHTING NOTES 1. EXIT SIGN MOUNTING A. WALL FIXTURE: CENTER 12" ABOVE DOOR OPENING. B. CEILING FIXTURE: ON CEILING OR AT HEIGHT SPECIFIED ON DRAWINGS. C. PENDANT FIXTURE: MATCH HEIGHT OF EXISTING PENDANT MOUNTED EXIT SIGNS. IF STORE DOES NOT HAVE PENDANT MOUNTED EXIT SIGNS, THEN PENDANT MOUNT SIGN 24" BELOW BOTTOM OF BAR JOIST. D. VERIFY MOUNTING HEIGHT WITH AHJ. E. COORDINATE LOCATIONS OF EXIT SIGNS TO ENSURE STORE SIGNAGE DOES NOT OBSTRUCT THEIR VIEW. F. THE USE OF TRITIUM BASED RADIOACTIVE EXIT SIGNAGE IS PROHIBITED. 2. EMERGENCY LIGHT INSTALLATION FIXTURE MOUNTING A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR +10'-0" IN AREAS OF EXPOSED STRUCTURE, UNLESS NOTED OTHERWISE. B. PENDANT FIXTURE: BOTTOM CHORD OF BAR JOIST OR AT HEIGHT SPECIFIED ON DRAWINGS. C. REMOTE HEAD FIXTURE: HEADS CENTERED ABOVE DOOR OPENING +9'-0", UNLESS NOTED OTHERWISE AND BATTERY PACK MOUNTED ON INTERIOR SIDE OF WALL 12" BELOW FINISHED CEILING OR AT BAR JOIST IN AREAS OF EXPOSED STRUCTURE. ELECTRICAL CONNECTION A. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ALLOW BATTERY TO CHARGE CONTINUOUSLY FOR A MINIMUM OF 168 HOURS BEFORE INITIAL TESTING. B. AFTER EMERGENCY LIGHT HAS BEEN POWERED DO NOT TURN OFF FOR EXTENDED PERIODS OF TIME. 3. EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS SHALL NOT BE SWITCHED. 4. IN AREAS OF OPEN STRUCTURE, MOUNT FLUORESCENT STRIP FIXTURE TO BOTTOM CHORD OF BAR JOIST, UNLESS NOTED OTHERWISE. 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES ON SEPARATE BRANCH CIRCUITS. 6. FIXTURES DENOTED WITH "ABS ARE TO BE FASTENED ON UNISTRUT CHANNELS MOUNTED TO THE BOTTOM SIDE OF THE TOP CHORD OF BAR JOISTS. LOCATE THE FIXTURES RUNNING PERPENDICULAR TO BAR JOISTS WITHIN BAR JOISTS WEBBING SPACES. DO NOT FASTEN FIXTURE OR UNISTRUT CHANNELS TO ROOF DECK. ELECTRICAL KEYNOTES 16.025 LIGHT FIXTURE SHALL BE ALIGNED WITH AND CONNECTED TO BUT CIRCUITED SEPARATELY FROM ADJACENT LIGHT FIXTURE. 16.026 PROVIDE UNISTRUT TO MOUNT FIXTURES BETWEEN BAR JOIST. 16.127 FURNISH AND INSTALL NEW 20 AMP, 277 VOLT CIRCUIT(S). FEED FROM PANELBOARD AS INDICATED. PROVIDE 20A-1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH MANUFACTURER, TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH —IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. 16.133 RELOCATE EXISTING LIGHT FIXTURES TO NEW LOCATION AS SHOWN. 16.138 ALL CONDUITS SERVING LOADS INSIDE OF COOLER AND FREEZER BOXES SHALL BE ROUTED ON THE INSIDE SURFACE OF BOX. CONDUIT PENETRATIONS THROUGH COOLER AND FREEZER BOXES SHALL BE KEPT TO A MINIMUM. CONDUIT PENETRATIONS SHALL HAVE A CONDULET AS CLOSE AS POSSIBLE ON THE EXTERIOR SIDE OF THE COOLER OR FREEZER. SEAL CONDULETS BY FILLING WITH EXPANDING FOAM SEALANT. SEAL AROUND ALL PENETRATIONS USING SILICONE CAULK SEALANT. 16.148 ROUTE CIRCUIT THROUGH CONTACTOR. REFER TO POWER AND EMS ONE —LINE DIAGRAMS.. 16.715 JUNCTION BOX PROVIDED WITH COOLER/FREEZER PANEL FOR CONNECTION TO LIGHTS AND/OR DOOR HEATERS. PROVIDE WEATHERPROOF EXTENSION AND COVERPLATE FOR RECESSED JUNCTION BOXES AS REQUIRED. FINAL TERMINATIONS BY R.C. 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 THEMSELF 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. o�o U N O~ U o,o d U� w w 2 0 U N w0 L,z Uw, L�J p POUwa: ¢>U0OpJ o as �sjo�=zQN= 0' aw o¢ ww c�pz�r O wr 3z ¢ �w�Fpo V)U N�W¢�iXfnWp�Q�- z ¢w O aoff,:03 pQ�=wnWW,Ww�rpa Z-N�Q aLI_ Oz p�n —I ¢=nZw�>< 0 o0 LLJ M�OOwwaZzwm o_ !_ �waz<Z)owwoozwck >- cn =)Noovpid=,(XI -M z Q .J D U) z O U z 0 O O a � © cmcr 0 O 0 0 O �CD � � O z LLJ r O o a' Q � 0 N � z GQ 0 ISSUE BLOCK Al PR#1 08/22/14 0 ADD#2 08/29/14 Q3 ADD#3 07/11 /16 CHECKED BY: JPM DRAWN BY: PW PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 IV No 76 =9N • STA 0 F 1jj� <vAl . I I I I I I I Jul 11,2016 LIGHTING PLANS SHEET: El NTS 11.27.09 EL02 LOCK WASHER, TYP - 1... I:'I,:n:F :;L*.111. If -L 1'1Iil .'I 117 ili.-:Ikl', I I I I: I NOTE ARRANGE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE STORE TO BE ACCOMPLISHED AFTER NORMAL STORE BUSINESS HOURS. NOTIFY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL STORE POWER INTERRUPTIONS. STORE MANAGER MUST ALLOW FOR POWERING DOWN OF COMPUTER SYSTEMS, MOVING AFFECTED PRODUCT, MODIFICATION OF WALMART AFTER-HOURS WORK SCHEDULES, COORDINATION WITH OTHER TRADES, AND OTHER CRITICAL SCHEDULING CONCERNS. PROVIDE TEMPORARY POWER AS REQUIRED. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED AND THE POWER SYSTEM TESTED AND RE -ENERGIZED PRIOR TO START OF BUSINESS THE FOLLOWING MORNING NO LATER THAN A TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER. ONE -LINE DIAGRAM LEGEND NEW EQUIPMENT EXISTING EQUIPMENT EQUIPMENT TO BE DEMOLISHED NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER DIAGRAM ARE EXISTING AND ARE BASED UPON AS -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. THIS RISER IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WALMART CONSTRUCTION MANAGER. PANELBOARD NOTES () (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER (3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER FOR PERSONNEL PROTECTION (5mA). (5) GFI BREAKER FOR EQUIPMENT PROTECTION (30mA) (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (11) NEW PNLBD TO REPLACE EXISTING PNLBD WITH THE SAME NAME. NEW PNLBD POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS. E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PNLBD LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. (12) ROUTE CIRCUIT THROUGH "SWEATMISER PNLBD" (13) EXISTING CIRCUIT TO REMAIN. (14) ROUTE CIRCUIT THROUGH NEW CONTACTOR (15) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (16) RELOCATE CIRCUIT FROM EXISTING PANELBOARD. (17) PROVIDE LUG ADAPTERS AS REQUIRED. (18) HACR CIRCUIT BREAKER. (19) EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION OF CIRCUIT BREAKER TO ENSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS. (20) ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTILIZING EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION SCHEDULE WITH LOAD IDENTIFICATION. (21) PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. IF CIRCUIT BREAKER IS IDENTIFIED AS "EXISTING", FIELD VERIFY CIRCUIT BREAKER INDICATED IS NOT CONNECTED TO ANY LOAD AND UPDATE PANELBOARD CIRCUIT DIRECTORY IDENTIFYING CIRCUIT AS "SPARE". (22) PROVIDE U.L. LISTED OVERCURRENT DEVICE TO COORDINATE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM. (23) SOLENOID OPERATED CIRCUIT BREAKER. REFER TO ENERGY MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL. (24) TRACE EXISITING CIRCUIT, IDENTIFY LOAD AND PROVIDE COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE AND PLACE ON INTERIOR OF PANELBOARD DOOR. IF CIRCUIT IS A "SPARE" THEN REFER TO PANELBOARD NOTE (21). (25) PROVIDE LISTED HANDLE -TIE BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. (26) PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SPACE IN PANELBOARD. GENERAL NOTES: 1. E.C. SHALL ADD OR REARRANGE CIRCUIT BREAKERS WITHIN PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT DESIGNATIONS SHOWN ON DRAWINGS. 2. NEW OVERCURRENT PROTECTIVE DEVICES 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 IDENTIFICATION SCHEDULE FOR ALL AFFECTED PANELBOARDS. 4. ALL OVERCURRENT DEVICES ARE NEW UNLESS NOTED OTHERWISE. 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES 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. -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.- I 165 FT. _ 255 FT. 277 VOLT .,..._..#12 #1.0 ..�.._w.. #8....._...__. __......#6.w__.._.... 1-5 AMPS 480 FT. 760 FT. FT. 1865 FT. 6-10 AMPS 240 FT.- 380 FT. _1170 585 FT. 930 FT.- 11-15 AMPS 160 FT. 250 FT. 390 FT. -620 FT. LLQ NEW SERVES: LIQUOR SALES LOCATION: LIQUOR STOCKROOM MOUNTING: SURFACE DESCRIPTION 1 FRONT CASH REGISTER 3 ICE MERCHANDISER 5 EXHAUST FAN 7 EWC (4) 9 HAND DRYER (2,6) 11 HAND DRYER (2,6) 1-11 0 R OP R�T,W a 15 SHOW WINDOW RCPT (6 17 EAS SYST M 3 19 COOLER DOOR LTG (14) 2E1- 2TROOM LIGHTING 25 CAR CHARGER (2) 2 2 CAR CHARGER (2) 31 3 °� CAR CHARGER (2) 35 37 39 SPACE 41 SPACE PER NEC ARTICLE 220 33,915 ELECTRICAL ROOM #1 ELECTRICAL ROOM #3 WIRE BRKR PL KVA A 30 30 30 1 1 1 0.50 3.64 10 10 20 20 20 1 1 1 0.48 0.20 10 20 1 20 20 1 1a 0.24 1.80 8 8 40 40 2 2 3.12 1.20 3.12 o • VA KVA B 1.55 1 3.64 1.15 1 0.86 11 lill we] w 3.12 ,3 CONTACTOR SCHEDULE LABEL A S S H 0 WN...,,,.,......... .,,.w.,,...°...._,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.... ....,,,,,.........,,, ........ .... . .............. .-._..._...�........,�..,.,_.,.....�......_...,,,.,._A. .,.._...,,._.,_...,.,,,.,.._....,,..,.n.__.. .,,,,,. ®.m.............°...mm._ ..,,,...°,.,,., ENCLOSURE COIL CONTACTS NOTES 208Y/120V, 3PH, 4W 150A MCB N0. LOAD SERVED _ VOLTS C1 LIQUOR NEMA-1 120V 600V1 MECHANICALLY SALES LIGHTING 20A-4P HELD EQUIPMENT GROUND BUS NOTE: REFER TO SHEET EM1 FOR EMS CONTROL INFORMATION. ISOLATED GROUND BUS KVA C PL BRKR WIRE DESCRIPTION 3 50 8 CU-1 30.3A, 208/3 2 4 6 0.53 3.64 1 1 1 20 20 20 COOLER DOOR POWER CLR FANS(CU-1 a&CU-1 b)(2) JANITOR RECEPTACLE 8 10 12 1.15 0.18 1 1 1 20 20 1 20 STCKRM & RTU RCPT/BUZZ. CU-2 CASE FANS (2) CU-2 CASE LIGHTS (2,14) 14 16 18 _0 54 0.34 w- - 3 25 _ _ 10 _ CU-2 15.9A,_.208 -3 -- _ _ _ 20 22 24 Q_15_ 1..80._ 3.12 1 1 TOTAL 15.68 17.38 15.43 131 145 129 TOTAL LOAD 48.49 KVA 135 FEEDER LOAD 43.74 KVA 121 EXISTING UTILITY TRANSFORMER 480Y/277V, 30, 4W SEC EXISTING DISTRIBUTION SYSTEM IS SERIES RATED. E.C. SHALL PROVIDE CIRCUIT BREAKER(S) THAT WILL MAINTAIN EXISTING MANUFACTURER'S U.L. LISTED SERIES RATED SYSTEM. MSB1 EXISTING 4000 AMPS 480Y/277V 30 4W CT 800A C 600A ETR \� ETR 1 1 20 20 NEON COOLER SIGN ROLL UP DOOR 2 30 0.86 1 1 A E SPACE SPACE 34 36 1 1 1 SPACE SPACE SPACE 38 40 42 KVA AMPS AMPS AMPS DRY TYPE TRANSFORMER SCHEDULE A R Y .,... ....a__ ._......®..�SE..�-._._ CONDARY MOUNTING LOCATION VOLTS PHASE WIRES _ VOLTS PHASE WIRES MOUNT AT BAR JOIST TLLQ 45 480V 3PH 3W 120/208V 3PH 4W NOTES A,B,C,D WITH TAPS DRY TYPE °TRANSFORMER NOTES: A. GROUND IN ACCORDANCE WITH NEC 250-30. B. TRANSFORMERS SHALL BE 150 DEC C RISE, MAXIMUM, WITH ANSI/NEMA MAXIMUM SOUND LEVELS. C. CLEARANCE FOR VENTILATING OPENINGS SHALL BE NO LESS THAN THAT REQUIRED ON MANUFACTURERE'S NAMEPLATE. NEC 110-13(B), 450-9 AND 450-11. D. EQUIPMENT SHALL BE MANUFACTURED BY CUTLER -HAMMER, SIEMENS OR SQUARE D. COORDINATE ALL CHANGES TO EXISTING ELECTRICAL SERVICE AND METERING WITH UTILITY COMPANY. STORE ADDRESS: WALMART LBA 7631 GALL BLVD. ZEPHYRHILLS, FL 33541 UTILITY COMPANY: TAMPA ELECTRIC COMPANY PHONE: 813 635-1500 IF IT IS NECESSARY TO REMOVE A METER, RTU SERVER, CT OR DISRUPT THE COMMUNICATION OF THE SYSTEM, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE SYSTEM TO THE SAME LEVEL OF OPERATION THAT EXISTED PRIOR TO THE WORK BEING INITIATED. THE EXISTENCE AND FUNCTIONALITY OF THE SYSTEM SHALL BE VERIFIED BY CALLING WALMART BUILDING PERFORMANCE TEAM AT 479-204-0452 BETWEEN THE HOURS OF 7 AM UNTIL 5 PM CT. EXISTING EXISTING EXISTING PNLBD PNLBD PNLBD H1B2 H4B H4C 30Y/277V 80Y/277V 80Y/277 EXISTING PNLBD H3B 80Y/277 NEW PNLBD L.3B 8Y/120 16.477 (70A-3P) 3Dtj 4 50KVA •80V E2 UXSTING11 ) EXISTING PNLBD L3D1 208Y/120V UPS SYSTEM NEW PNLBD L1 U 08Y/120V J ... leLeaaI«.L >,oM .. GR SIDE PARTIAL ONE -LINE NTS CABLE WHIPS OUT OF POWER POLE SHALL BE INSTALLED IN A NEAT AND WORKMAN -LIKE MANNER. ROUTE CABLE WHIPS TO TERMINATIONS ALONG UNISTRUT OR STRUCTURE AND SUPPORT EVERY 12" TO 24". EXCESS CABLE SHALL BE TIGHTLY COILED AND ATTACHED TO UNISTRUT OR JOIST. 12" PVC SLEEVE 2-1/2" UNISTRUT STRAP FIRMLY CLAMPED TO CONDUIT -� POWER POLE 2-1/2' INSET j PVC CONDUIT INSET: CLAMP A 12" LENGTH OF PVC CONDUIT AND RUN THE POWER POLE THROUGH ITS CENTER NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS, JOIST BRIDGING, OR ROOF DECK. MAINTAIN MINIMUM 6" CLEARANCE FROM TOP OF POWER POLE TO ROOF DECK. REF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE. EXTEND POWER POLE 3" MIN ABOVE CL OF UNISTRUT INSTALL CEILING FLANGE PROVIDED WITH POLE FOR STORES WITH LAY -IN CEILING CONTRACTOR SHALL ATTACH POWER POLE TO CHECKOUT STAND PER MANUFACTURER RECOMMENDATIONS UNISTRUT---- Voltage Drop Calculations: FBC-EC 2010 Voltage Drop Calculations: VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED, THIS DESIGN COMPLIES WITH VOLTAGE DROP REQUIREMENTS OF FBC ENERGY CONSERVATION 505.7.3. OF FEEDER (< 2%) AND BRANCH (<3%) CIRCUITS. Y/120V H4B IS 104' AWAY IN EDC4 AND HAS A VOLTAGE DROP OF 0.63 LLQ IS 9' AWAY IN AND AND HAS A VOLTAGE DROP OF 0.11 NEW C1 1 .29 PNLBD REF: 2-EM1 "'°' INSTALL IN 5"X8"X4" NEMA-1 LLQ ENCLOSURE WITH NAMEPLATE 08Y/120V INDICATING "CONTACTOR CONTROL XFMR". LIQUOR STOCKROOM DIAGRAM PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST. PROVIDE 1 /4" BOLT AND 1-1/4" FENDER WASHER TYP PROVIDE UNISTRUT P1026 ANGLE FITTING OR EQUAL ' PROVIDE 1-1/4" '�BOTTOM FENDER WASHER, LOCK INSET CHORD OF WASHER AND NUT, TYP BAR JOIST INSET: MOUNT UNISTRUT ABOVE BOTTOM CHORD OF BAR FINISHED JOISTS USING 1 /4" BOLTS, WITH FENDER WASHERS AND FLOOR LOCK WASHERS BETWEEN BOLT HEAD AND JOIST FLANGE L 1 /8" = 1'-0" H1A H1B1 H1B2 ELECTRICAL MSWB ROOM #1 L1 D2-19,21 H1P2 16.470� TD2 L1 D H1 P1 16.501 jI EXISTING FIRE ALARM BOARD ALARM POWER A WARNING ARC FLASH AND SHOCK HAZARD. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE) REQUIRED. NOTES: A. ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE A COMMERCIALLY PRODUCED PERMANENT LABEL APPLIED, SIMILAR TO THE ABOVETO WARN OF POTENTIAL ARC FLASH HAZARDS,, IN ACCORDANCE WITH NEC 110.16 AND NFPA 70E. B. LABELING MAY BE COMPLETED BY EQUIPMENT MANUFACTURER, EQUIPMENT VENDOR/SUPPLIER, OR THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THAT ALL SWITCHBOARDS AND PANELBOARDS ARE PROPERLY LABELED IN THE FIELD. ARC FLASFI_QE -1 1 L 5 NTS 02.17.06 WREP44 PROVIDE SEISMIC BRACING AS REQUIRED BY STATE OR LOCAL ORDINANCES. SUSPEND STEEL ANGLES FROM BAR JOIST WITH 1/2" THREADED STEEL; ROD AS REQUIRED TO MAINTAIN CLEAR SPACE j IN FRONT OF I TRANSFORMER PER NEC! REQUIREMENTS, TYP. 1/2" THREADED STEEL ROI DRILL 5/8" HOLES THROUC ANGLES AND INSTALL LOCH WASHERS AND NUTS ON E SIDE, TYP. 6'-0" MAXIMUM SPACING :1 SU�SPENDED �TR Y / iris ..••� - III I'paw, I pm COORDINATE EXACT LOCATION WITH STORE SETUP SUPERVISOR PRIOR TO INSTALLATION. n LIOUOR POWER PLAN UC11431Nl7 UINI I, OF 2. CIRCUIT SCHEDULE GENERAL POWE R NOTES 73 70A, (3)#4, (1)#8G, 1" C 1. TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES) TO TOP 155 150A, (4)#1 /0, (1)#6G, (1)#6 IG, 2" C SIDE OF BOTTOM CHORD OF BAR JOIST. INSTALL FURNISHED PRE -WIRED POWER POLE AND TERMINATE G150 GND, #6 COPPER GROUND, 3/4" C PROVIDED FLEXIBLE CONDUIT AND WIRING TO JUNCTION BOX. PROVIDE UNISTRUT SUPPORTS AND HARDWARE TO ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C SECURE TELEPOWER POLE PLUMB TO BUILDING RATED TERMINATIONS AND TYPE THHN/THWN-2 STRUCTURE. INSULATION; FOR TERMINATIONS OR INSULATION TYPES 2. PROVIDE LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND RATED LESS THAN 75 DEG C, MODIFY SIZES WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO ACCORDING TO NFPA 70. EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT. LOW VOLTAGE WIRING 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE RATING DIFFERS FROM SIZE PROVIDED, CHANGE OUT BRANCH CIRCUIT WIRING AND OVERCURRENT DEVICE TO APPROPRIATE RATING PER NEC. ALL LOW VOLTAGE WIRING AND CABLE IS REQUIRED TO BE 4. ELECTRONIC FIRE PROTECTION/SECURITY ALARM BOXES PLENUM RATED. COORDINATE PROPER CABLE TYPES AND CONDUITS SHOWN ON POWER PLANS SHALL BE REQUIRED WITH WAL-MART ALARM DIVISION AND WAL-MART PROVIDED UNDER THIS CONTRACT. IN ADDITION, UNLESS CONSTRUCTION MANAGER PRIOR TO INSTALLATION. NOTED OTHERWISE, THE FOLLOWING GENERAL NOTES APPLY: A. ALL ALARM JUNCTION BOXES SHALL BE 4"X4"X2-1/8" MINIMUM. B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE AND INSULATING BUSHINGS AT END OF VERTICAL RACEWAY RUN. C. VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER CONCEALED INSIDE WALL OR SURFACE MOUNTED (TO MATCH JUNCTION BOX MOUNTING). ALL VERTICAL RUNS SHALL BE TURNED 90-DEGREES AT TOP SIDE OF BOTTOM CHORD OF BAR JOIST AND EXTENDED HORIZONTALLY TO A LOCATION ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT. 5. UPON COMPLETION OF ELECTRICAL INSTALLATION AND PRIOR TO ENERGIZING CIRCUIT: ,.r..... ,, r�.�$°��A °°, E�°„�°_. � ��,,- A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE. B. PERFORM CONTINUITY TEST. C. VERIFY PROPER PHASING CONNECTION TO ALL THREE 3"x2"x1/4" STEEL ANGLES PHASE MOTOR LOADS. BETWEEN BAR JOIST ON EACH SIDE TRANSFORMER. MOUNT (WHERE WI ELECTRICAL KEYNOTES WITHIN 4" OF PANEL POINT WHEERE WEB BRACING ATTACHES TO BOTTOM CHORD). BOLT OR CLAMP ANGLES TO BAR JOIST. DO NOT CUT OR 16.226 ELECTRICAL ARTICLE SURVEILLANCE SYSTEM: DRILL HOLES IN BAR JOIST. PROVIDE 3/4" CONDUITS (WITH PULL WIRE) FROM EAS POWER MODULE TO EAS PEDESTAL LOCATION AS SHOWN ON PLANS, BAR JOIST WITH OVERALL LENGTH OF EACH CONDUIT NOT TO EXCEED 36'. STUB CONDUITS 3" j ABOVE FINISHED FLOOR AT EAS PEDESTAL LOCATION AND EXTEND CONDUIT UP WALL TO HEIGHT OF THE EAS RECEPTACLE, TRANSFORMER PROVIDE BUSHINGS AT EACH END. 16.227 ELECTRIC WATER COOLER RECEPTACLE: CEILING MOUNTING BRACKETS AS CONCEAL WITHIN CABINET PER MANUFACTURERS FURNISHED BY TRANSFORMER REQUIREMENTS. MANUFACTURER OR USE 2"x2"xl/4" ANGLES. BOLT TRANSFORMER TO 16.232 AUTOMATIC DOOR OPERATOR: VERIFY LOCATION BRACKETS OR ANGLES. WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. ALL CONDUIT AND WIRING SHALL BE CONCEALED AT MAIN ENTRANCE DOORS. FORMERMOUNTING 16.233 ROOF TOP UNIT IS PROVIDED WITH A HACR EP21 a RATED CIRCUIT BREAKER AND GFI DUPLEX RECEPTACLE. 16.238 CONTRACTOR SHALL PROVIDE A 1/2" FLEXIBLE CONDUIT WITH PULL STRING ROUTED FROM CEILING SPACE BELOW UP THROUGH THE NEW CURB ADAPTER, PENETRATING THE BOTTOM OF THE RTU'S ELECTRICAL COMPARTMENT. THIS RACEWAY IS REQUIRED FOR FUTURE FIRE ALARM COMMUNICATION CABLING BY OTHERS. 16.243 INSTALL MANUFACTURER FURNISHED JUNCTION BOX ABOVE DOOR HEADER FOR CAMERA CABLING. PROVIDE 1" CONDUIT (WITH PULL WIRE) FROM JUNCTION BOX TO STRUCTURE. TERMINATE AT BAR JOIST WITH BUSHINGS. COORDINATE INSTALLATION WITH MANUFACTURER'S IDE REQUIREMENTS. a TI 16 299 INSTALL EMS 120V/24VAC TRANSFORMER. WIT CONNECT TO 120V RECEPTACLE CIRCUIT WITH (2)#12, (1)#12G. COORDINATE INSTALLATION AND PROCUREMENT WITH EMS CONTRACTOR. REFER TO EMS PLAN INDICATED. 0 --- 16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S). FEED FROM PANELBOARD AS INDICATED. PROVIDE 20A-1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH MANUFACTURER, ° TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS ° SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. 16.471 FURNISH AND INSTALL NEW 20 AMP, 120 VOLT ISOLATED GROUND CIRCUIT(S). FEED FROM PANEL BOARD AS INDICATED. PROVIDE 20A-1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH MANUFACTURER, TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. PROVIDE ORANGE ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE COVER PLATES ON ALL ISOLATED GROUND DEVICES WITH CIRCUIT NUMBER ENGRAVED UNLESS NOTED OTHERWISE. E.C. SHALL VERIFY PRIOR TO CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. 16.472 FURNISH AND INSTALL NEW CIRCUIT BREAKER (##A-#P) IN EXISTING PANELBOARD INDICATED. E.C. SHALL MATCH MANUFACTURER, TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. FURNISH AND INSTALL NEW CIRCUIT 16 --�---- .477 BREAKER (##A-#P) IN EXISTING PANELBOARD INDICATED. PROVIDE CIRCUIT BREAKER LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). BE E.C. SHALL MATCH MANUFACTURER, \TION TYPE AND AIC RATINGS OF EXISTING CIRCUIT OR BREAKERS. E.C. SHALL VERIFY PRIOR TO ITS ROUGH -IN THAT EXISTING PANELBOARD HAS 'ED SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. -° - 16.501 A PROVIDE TWO (2) 20A, 120 VOLT DEDICATED CIRCUITS AND FINAL CONNECTIONS TO FIRE ALARM BACKBOARD EQUIPMENT PROVIDED BY OTHERS. COORDINATE INSTALLATION WITH ALARM INSTALLER PRIOR TO ROUGH -IN. 16.600 PROVIDE SURFACE MOUNTED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) MOUNTED 2" ABOVE AND 8" IN FROM STRIKE SIDE OF DOOR FRAME. 16.601 PROVIDE SURFACE MOUNTED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) ADJACENT TO AND EVEN WITH TOP OF DOOR FRAME. 16.610 PROVIDE SURFACE MOUNTED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) AT +84" (UNLESS NOTED OTHERWISE). 16.619 PROVIDE 4"X4"X2-1 /8" RECESSED ALARM JUNCTION BOX IN CEILING WITH 4"X4"X"1-1/2" EXTENSION RING WITH -- - RACEWAY ROUTED TO NEAREST ACCESSIBLE CEILING SPACE. 16.650 CONDUIT SLEEVE: PROVIDE 1-1/2" CONDUIT SLEEVE WITH BUSHINGS ABOVE BAR JOIST (UNLESS NOTED OTHERWISE). PROVIDE TEMPORARY FIRE STOP WITHIN CONDUIT. DRISTNG CONDIONS WEE TAKEN FROAWIINGS AANDITMAY NOTRREFLECT-EXACTORIGINAL - AATHOROECH UGOHNKNOWLEDGE OFSALOLNDI°RAWINGS ANDING - ° -- "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELF 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 O 0 0 0 U 1~ � a) I e 16 a o 24, W R° U a Uj W rw woZ� Nz� Zwvai�WZ3 W o r-Ep zjoopo-j O Uajz a �w�Fpo aN �Qorz�Fa�w�o z Q L�. O 3v�04=> �Za�ra w zO J Oo ZJO� �vJQ �ON_ O �<�oN Z=L6U-W�w�OJc� 09- LI H SQwdZr9owli3OU' Qor V) Mv) 0ov=iav)wmxzoa< z 0 O 0 E_ a � aoa O O x 0 rrLij cr M.� CD f--a 0 �+ z W � 0 o O 0 CQ w N 44 � z 0 ISSUE BLOCK 0 PR#1 08/22/14 0 REISSUE 12/04/15 ADD#3 07/11 /16 CHECKED BY: JPM DRAWN BY: PW PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 ,�N. FtADEEp����,i ".4 C-ip�. �� G EN N o 7 1 7 ' 9N O: ST E OF :4 ORI Jul 11, 2016 POWER PLAN DETAILS AND SCHEDULES SHEET: E2 3 ROUTE CONDUIT FOR BRANCH CIRCUITS FROM OVERHEAD ALONG WITH REFRIGERATION PIPING. CONDUIT SHALL BE ROUTED THROUGH CHASE WHERE INDICATED ON PLANS. 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. REFERENCE PLANS FOR ADDITIONAL EMS CONDUIT AT CHASE LOCATIONS. PVC CHASE WHERE INDICATED ON PLANS TERMINATION TO REFRIGERATED CASE ELECTRICAL CONNECTION POINT BY R.C. ROUTE EMT CONDUITS TO POINT OF TRANSITION TO FLEX 12" WIRE PIGTAILS, TYP 5' FLEX CONDUIT, TYP- SECURE CONDUIT TO FLOOR OR TOP OF CASE AS REQUIRED BY CODE, TYP PROVIDE TRANSITION FROM EMT TO LIQUID —TIGHT FLEXIBLE METAL CONDUIT `—BRANCH CIRCUIT CONDUITS TO OTHER REFRIGERATED CASE SYSTEMS, TYP OVERHEAD CASE CC N TS 03.28.14 FLOOR OR TOP OF CASE. COORDINATE TOP OR BOTTOM FED CASE ELECTRICAL CONNECTION WITH ARCHITECTURAL PLANS. WIRING CONDUIT PENETRATION SEALED WITH SILICONE SEALANT CONDUIT AND WIRING TO NEXT JUNCTION BOX ON SAME SYSTEM (WHERE SHOWN ON DRAWINGS) NOTE: CONDUIT AND WIRING SAME SIZE AND QUANTITY AS WIRING TO PRE —WIRED PANEL (UNO) TYPICAL COIL NOTE: TAP DEFROST CIRCUIT IN JUNCTION BOX WITH #10 AWG FOR CONNECTION TO UNIT. MAXIMUM LENGTH OF TAP CONDUCTOR 18" CONDULET AT CEILING PENETRATION FILLED WITH SEALANT CONDUIT AND WIRING TO PRE —WIRED PANEL IN COMPRESSOR RACK FINAL CONNECTION TO PRE —WIRED PANEL BY RC COOLER/FREEZER BOX CEILING CEILING MOUNTED WP JUNCTION BOX WITH THREADED HUBS AND GASKETED COVERPLATE PROVIDE CEILING MOUNTED MANUAL SWITCH 'SQUARE D' TYPE K, CLASS 2510 OR EQUAL WITH NEMA 4 WATERTIGHT DIE CAST ZINC ENCLOSURE FOR CONNECTION OF EVAPORATOR COIL FANS (CF) AND/OR ELECTRIC DEFROST (ED), (WHERE SHOWN ON DRAWINGS) LIQUID TIGHT FLEX CONDUIT TO KNOCKOUT ON UNIT. FINAL CONNECTION TO COIL BY RC NOTE: DO NOT LOCATE WP JUNCTION BOX DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET TO SIDE. w ATOR COIL WIRING 05.29.09 ER01 1 1/8" = 1'-0" ICAL PLAN NOTE: REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ALL FINAL REFRIGERATION ELECTRICAL TERMINATIONS TO REFRIGERATION EQUIPMENT. NOTE: CIRCUITS FOR REFRIGERATED CASES SERVED BY OVERHEAD REFRIGERATION PIPING ARE TO BE ROUTED DOWN FROM STRUCTURE AT THE SAME LOCATION AS THE REFRIGERATION PIPING AND EXTENDED TO THE FIRST CASE IN EACH SYSTEM BY THE E.C. WIRE AND CONDUIT FOR SLAVE WIRING BETWEEN CASES SHALL BE PROVIDED BY THE R.C. CONDUIT AND WIRING TO CONDENSING UNIT SHALL BE THROUGH REFRIGERATION LINE PENETRATION. NO CONDUITS ROUTED } ACROSS ROOF. TYP. ,p PROVIDE A SEPARATE NEUTRAL°I FOR EACH BRANCH CIRCUIT g. SERVING REFRIGERATED CASES OR WALK—IN UNITS w wwo W Ofv�iF-z�' ��z< W o �2 Nw� <5; o ww wo 0 Q a H F J O 0 N= Z a N= � aw OQ 0yw IFO w� 3 0 aN �aorz�¢jwio z Q� �'rwa3Xcnw�p�Q?- JL,, ,or WW(Aw,W < 0 W w W 0= O O j W W O �' QUz z f<-jwNO_F(n�LL"dV5pZZ —I <aJflz�'Fz)i,_>,w o D 0z�moJo LL.0OfWZUw � oo��, awoww,.z wm V) iEDNciovoiaZ,Waawoa75 N z J V) z 0 0 z 0 O D E .r Aq d © co O W 0 V 1 CO CD � z W I— o U cat N w GQ z GG 0 CHECKED BY: JPM DRAWN BY: PW PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 QFtADEEp •. 7 •N: 000: ATE OF :��� 'r���C�••c`L 0 R ��P=���•• 11111111,04 Jul 11, 2016 REFRIGERATION ELECTRICAL PLAN SHEET: RE1 2" CONDUITS TO JOIST LEVEL AS NEEDED FOR CABLING AND PROVIDE BUSHINGS EXISTING UNISTRUT TO AT EACH END TYP STRUCTURE AND TOP OF COOLER. MOUNT NEW CIM'S VERTICAL r----------------------------------------------- SO LED DISPLAY IS AT THE TOP i THIS AREA DESIGNATED FOR CIM'S. EXISTING 1 REF CIM SCHEDULES FOR QUANTITY WIREWAY L---------------------------------------------J [1111111111011 1 /4" SCH 4C PLASTIC PLU SUPPLY TUB[ RETURN AIR TEMP SENSO EXISTING PLYWOOD BACKBOARD COOLER/FREEZER ROOF 09.29.05 CONDULET AT CEILING PENETRATION FILLED WITH SEALANT 1 /4" PENETRATION THRU ROOF FOR SENSOR LEADS. SEAL INSIDE AND OUT WITH SILICONE OR EXPANDING FOAM AND SEALANT. -- _ CEILING OF BOX INSTALL SENSOR AT COIL MIDPOINT SINGLE COIL EVAPORATOR 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. CABLE TO EXTEND TO COIL ON HINGED SIDE OF DRAIN PAN. CIM—D4 SCHEDULE 1 MT—CU1 a (SENSOR) ## 2 MT—CU1 b (SENSOR) ## 3 MT—CU2a (SENSOR) ## 4 MT—CU2b SENSOR 5 SPARE 6 SPARE 7 SPARE 8 SPARE AUX SPARE COMP.R.....m.....—. — — ESSOR HOUSE #2 1 1 WIR 1010 WIR 2020 (TYP) 2�RT� 1 RACK 'D' a CONTROLLER CIM I (CIM—D1) CIM I (CIM—D2) CIM I (CIM—D3) CIM ;(TYP)- 4) TEMP. SENSOR SEE SI8 SCHEDULES WREE07 CONDUIT AND SENSOR CABLE TO ENERGY MANAGEMENT SYSTEM. DUAL COIL EVAPORATOR SENSOR LOCATION CIM NOTES (E) — EXISTING DEVICE TO REMAIN (R) — EXISTING DEVICE TO RELOCATE AND RECONNECT ## — MONITORING ONLY DEVICE ** — FACTORY INSTALLED DEVICE NOTE: ALL DEVICES NOT NOTED ARE NEW ONE —LINE REFLECTS THE INTENDED DESIGN BASED ON NEW CASES AND EXISTING SYSTEM NUMBERS. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF ALL EMS EQUIPMENT PRIOR TO ROUGH —IN. CEILING OF BOX WIRE LEGEND WIR-1010 (TAN CABLE 18-2, 20-2 TWISTED PAIR) WIR-2020 (BLUE CABLE 22-2 TWISTED PAIR) BELDEN 8719 (16-2 TWISTED PAIR) BELDEN 8761 (22-2 TWISTED PAIR) BELDEN 8771 (22-3 TWISTED PAIR) BELDEN 9418 (18-4 W/DRAIN GROUND) BELDEN 1120A (18-3 TWISTED PAIR) NOTES: 1. ALL CABLE WIR-2020 UNLESS NOTED OTHERWISE. 2. ALL CABLE FURNISHED AND INSTALLED BY EMS CONTRACTOR. NE -LINE DIAGRAM 1/8" = 1'-0 BOX REFRIGERATION EMS PLAN EMS EQUIPMENT SALVAGE REQUIREMENTS ALL DEMOLISHED NOVAR EMS EQUIPMENT SHALL BE RETURNED TO WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. EQUIPMENT TO BE RETURNED INCLUDES: EXECUTIVE CONTROLLER(S), IOM(S), CIM(S), CCM(S), ETC. PROVIDE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SPECIFICATIONS AND REQUIRED CLOSE—OUT DOCUMENTS. NOTE: ALL WORK ON THIS SHEET IS TO BE COMPLETED BY WALMART APPROVED CONTRACTOR. I - W W Z � LO Nowt pfOna NKD W w NZw~ a2o��aa 0 H N W � WI-- WF Z>.WOZWJ w 0 W- Z Q N T O �� 3QZwaoww�FZo~ Z c9ax¢UO�O 11 aN JQOF-Z_`�� OW ~ fnV ��Wa?iX(nWp�Q} 0 � W LJi W OOOQ�ww xw z ~ zVaiJ<c,42_D wn 0,z Q �<-A— v)Fwx jw—U OfZ�O,UwwUxwZUw �nwd Z H� O w w0009QOm �Z)Nc.)0 VViaa��aawoa:2 V) z Q z 0 U z 0 0 D E- a � O cm � ooa 0 or O CD r, a ---a 0 � w o �o� �o U .—a w 44 z as 0 CHECKED BY: JPM DRAWN BY: P W PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 �.`� p�. �� C E N S�.• '.� .. �Q':• 0 7 : Ln • r 13 �:. ST E OF •. sllONAL�',`% �1r11i� Jul 11, 2016 REFRIGERATION EMS PLAN IMQ)Walr,o SHEET: INDOOR SENSORS AND ETMS FOR HVAC UNITS INDICATED ON PLAN ARE NEW AND SHALL BE FIELD SERIES WIRED TO THE NEAREST RTU 6'— CC ROOF CURB ROUTE CABLE THROUGH ROOF OPENEQUIPMENT I CURB. NG INSIDE " q,,,...... ,.._ _ _ WIR-2020 CABLE (1) WIR-2020 TO PREY. RTU WIR-2020 CABLE CABLE 1 2 3 4 5 6 7 8 TO NEXT RTU S—# —MOUNT AS SHOWN ON PLAN. o q FOR EXISTING SENSORS TO REMAIN I CONNECT TO NEW RTU AND VERIFY I I I I EMS BACKBOARD I I I FOR PROPER OPERATION. ROOFTOP UNIT DETAIL IELECTRICAL ROOM I1 3NTS WREE09 I I I ,w. F771 a.LM CONTROL INFORMATION 1) CONNECT "LIQUOR BOX SALES LIGHTING" TO IOM2—EDC1A OPEN OUTPUT 4 WIRE LEGEND WIR-1010 (TAN CABLE 18-2, 20-2 TWISTED PAIR) WIR-2020 (BLUE CABLE 22-2 TWISTED PAIR) BELDEN 8719 (16-2 TWISTED PAIR) BELDEN 8761 (22-2 TWISTED PAIR) BELDEN 8771 (22-3 TWISTED PAIR) BELDEN 9418 (18-4 W/DRAIN GROUND) BELDEN 1120A (18-3 TWISTED PAIR) NOTES: 1. ALL CABLE WIR-2020 UNLESS NOTED OTHERWISE. 2. ALL CABLE FURNISHED AND INSTALLED BY EMS CONTRACTOR. I ! I I I 120V/24VAC 50VA I INDOOR SENSORS AND ETMS FOR HVAC UNITS I I I I I TRANSFORMER INSTALLED BY EC. 3 NOTED "***" ARE NEW. ETMS SHALL BE FIELD EM1 SERIES WIRED TO THE NEAREST EXISTING RTU ETM I EXISTING EP/2 EXISTING i i EXISTING PROVIDE CONDUIT, FITTINGS, WIRE —TIES, MASTER IOM I CONTROLLER EDC1A I PNLBD I H4C ( I PNLBD LLQ CONNECTORS, LABELS, AND ANY OTHER MISC. PARTS NEEDED TO INSTALL AND START THE SYSTEM. LIQUOR BOX SALES OWNER WILL FURNISH ALL MAJOR E.M.S. I [IRI EY LIGHTING CONTACT—OR— Cl DEVICES (INCLUDING 24 VOLT REF 3—E2. TRANSFORMERS AND RELAYS). III III BELDEN 8719 III ELECTRICAL ROOM 1 II ELECTRICAL _4 LIQUOR STOCKROOM II RTU-36 —36 RTU-13 IHS S-13 WIR-1010 RTUC ETM ETM PARTIAL EMS ONE —LINE DIAGRAM NTS (B-­ I'll. _1­15511 l­ 1.1­11-.1-- (D.-I�.�-.--,..,�Ill'..''..--...� ELECTRI, ROOM 2 Ll ,, ` I I I II E I I a I I ! I d I ��. � � ..._. ......„�..... ... _._. __ .,....w�—....� .....,. ..._.._..—.� _ �......�. � ...,.....�.. ,� ....m �.,._._ _ ..,. o... �. , .., ...,.....,�,._. _. ., � ....., ... ,. , — �...... .....oar®�e. ——.o......._..._ _�....� � I I' 4 _.......--.. , .... __...._ _ __...a......... _ I I o ,... .— ..., w . _W.... w .......v _ r._ .._., . ,.. , _ ................... _......._ ._. _ .... — ,.....F .. . ......... .. ... ..W...... ... .... _.......... .... ... 517)_ 7s xQ e I I I I —_ ..�. _ ..._..... _ .w .._._.,..a�". ,��. ."�: e rn) IE N. , I 9 I I I U q ! u I a I I I I I I I I m n _, ... _ .,....... _ ._ _. _ _ _ .� r•.. . — siE fir .__ aa_r _a a:ra' ._ _. _ _ _— _ _ ... _ _ ° ,,.....at:., t... I ............ .... a _.......,. I I MBOVE OUNT CO2 SENSOR 6" .:.,,TEMPERATURE �., SENSOR �Ma= u i I , EMS EQUIPMENT SALVAGE REQUIREMENTS ALL DEMOLISHED NOVAR EMS EQUIPMENT SHALL BE RETURNED TO WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. EQUIPMENT TO BE RETURNED INCLUDES: EXECUTIVE CONTROLLER(S), IOM(S), CIM(S), CCM(S), ETC. PROVIDE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SPECIFICATIONS AND REQUIRED CLOSE—OUT DOCUMENTS. Jill 0 El- 0 GENERAL EMS NOTES 09.27.13 EN07 1. TEMPERATURE AND CO2 SENSOR MOUNTING: PROVIDE 1 /2" CONDUIT AND INSTALL EMS CABLE FROM SENSOR TO CONTROL MODULE. MOUNT SENSOR ON BOX. ALL SENSORS TO BE MOUNTED AT +84" UNLESS NOTED OTHERWISE. SENSORS ON SALES FLOOR SHALL BE MOUNTED ON THE FRONT OF THE COLUMN. DO NOT INSTALL SENSORS IN HVAC SUPPLY AIR PATH OR IN DIRECT SUNLIGHT. REF MECHANICAL DRAWINGS FOR EXACT LOCATIONS. A. GYPSUM BOARD WALLS: PROVIDE A 4" SQUARE RECESSED BOX WITH A SINGLE GANG PLASTER RING FLUSH MOUNTED VERTICALLY. B. BLOCK WALLS AND COLUMNS: PROVIDE A 2"x4" BOX SURFACE MOUNTED VERTICALLY. C. INSULATE BEHIND SENSORS MOUNTED ON EXTERIOR WALLS WITH 1 /2" POLYSTYRENE SPACER. D. MOUNT CO2 SENSORS 6" ABOVE TEMPERATURE SENSORS. 2. TERMINATIONS SHALL BE MADE IN ACCORDANCE WITH EMS SUPPLIER INSTALLATION INSTRUCTIONS. NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK. 3. CABLE: PROVIDE CABLE ACCORDING TO DRAWINGS. NO DEVIATION FROM DRAWINGS WILL BE ACCEPTED. CABLES SHALL HAVE EACH END LABELED INDICATING WHERE THE OPPOSITE END TERMINATES. CABLE SHALL BE INSTALLED IN CONDUIT OR CABLE TRAY IN FINISHED AREAS OF BUILDING. 4. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST. 5. ROUTE EMS CONDUITS IN SALES AREA CONCEALED (IN WALLS, PIPE RACKS AND/OR CHASES). PROVIDE A TRANSITION FROM THE PVC UNDERSLAB EMS CONDUIT TO EMT OR FLEX. EMS CABLES SHALL BE RUN IN CONDUIT FULL LENGTH, BENEATH REFRIGERATED CASES. EMS CABLES AT BAR JOIST LEVEL IN THE STOCKROOM CAN BE EXPOSED. 6. DEMOLITION: COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF EMS DEMOLITION. REMOVE CONDUIT AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR DEVICES. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. 7. EMS CONTRACTOR SHALL PROVIDE ASSISTANCE TO THE EMS SUPPLIER ON PERFORMING EQUIPMENT TESTS ON POWER SWITCHING PANELS AS NECESSARY. EMS SYMBOLS AHUC AHU CONTROLLER AHUS AHU TEM/RH SENSOR ALS ANALOG LIGHT SENSOR ETM ELECTRONIC THERMOSTAT MODULE IDS INDOOR DEWPOINT SENSOR IHS INDOOR HUMIDITY SENSOR ITS INDOOR TEMPERATURE SENSOR ODS OUTDOOR DEWPOINT SENSOR OTS OUTDOOR TEMPERATURE SENSOR S—X WALL TEMPERATURE SENSOR _S# UNIT HEATER TEMPERATURE SENSOR RTUC ROOFTOP UNIT CONTROLLER BAP BUIDLING ALARM PANEL CO2 CARBON DIOXIDE SENSOR LINGO XE BUILDING EMS CONTROLLER FDI FLUORESCENT DIMMER INTERFACE HIR HUMIDITY INTERFACE RELAY IAO INTERFACE ANALOG OUTPUT LFP INTERFACE PANEL IOM INPUT/OUTPUT MODULE IR INTERFACE RELAY C# CONTACTOR MINio AHU INTERFACE MODULE AND/OR 1/0 MODULE PLM PHASE LOSS MONITOR PSOP POWER SWITCHING OVERRIDE PANEL PSP POWER SWITCHING PANEL ROP REMOTE OVERRIDE PANEL UCM UNITARY CONTROL MODULE XCM.20R BUILDING EMS CONTROLLER NOS NIGHTTIME OVERRIDE SWITCH OS MOMENTARY PUSH BUTTON SWITCH NEW EQUIPMENT EXISTING EQUIPMENT — — — FACTORY INSTALLED EQUIPMENT — — — — EQUIPMENT TO BE DEMOLISHED NOTE: ALL WORK ON THIS SHEET IS TO BE COMPLETED BY WALMART APPROVED CONTRACTOR. 0gN o � O U a � o e �) o W U s� aw C6 w le � a LLI W W W p w _� � W 0 HI1w d¢5010— J w r w w Z w w 0 Z W J600NYZ¢N= 0 dW p¢ WW UOZd'I- �O aaN }ao�z�T,<w J 02 O 3W�wo00ow5ww�p¢ 00- ZwL~Q ZtnV)0NOttn0s:-D 0 Q¢=azWfn FZ--C)K JL`—U oomwomwoWwww*wm F= Nwn zr�ow,Loo�¢or V ��nwi0ovoia�WadwoaM V) I— z V) z 0 U z 0 00 H a X O O � ova 0 Cr O �o � z W ry O e� a' 0 j c ._., CQ z PQ 0 ISSUE BLOCK CHECKED BY: JPM DRAWN BY: PW PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 J00011111111111 VfkAOEFp 14��ffIle s No 7 7 . r Q: :O.• ST E OF :�44/ 10 Dec 04, 2015 EMS PLAN 1 LIQUOR BOX 1/3 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 THEMSELF 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. SHEET: EM1 AIR-COOLED ROOFTOP UNITS RTU CONTROLLER SHALL COMMUNICATE DIRECTLY TO THE BUILDING EMS SYSTEM. ALL RTU ZONE SETPOINTS FROM THE BUILDING EMS ARE AS FOLLOWS: RTU ZONE SETPOINTS SPACE OCCUPIED UNOCCUPIED (1) SCHEDULE COOLING SETPOINT HEATING SETPOINT (1) SCHEDULE COOLING SETPOINT HEATING SETPOINT LIQUOR SALES 24/7 76 +/-0.5 67 +/-0.5 N/A 78 +/-0.5 63 +/-0.5 1. ADJUSTMENTS TO SCHEDULE 02.28.14 WILL NEED TO BE MADE IF THE STORE IS NOT OPEN 24/7 SUPPLY FAN OPERATION FOR RTUS IDENTIFIED IN THE MECHANICAL SCHEDULE TO BE "CONT" FAN CONTROL, THE EMS SYSTEM SHALL ENERGIZE THE SUPPLY FAN TO OPERATE CONTINUOUSLY IN OCCUPIED MODE ONLY. IN UNOCCUPIED MODE, THE OEM CONTROLLER SHALL ENERGIZE THE SUPPLY FAN TO OPERATE ONLY ON A CALL FOR HEATING OR COOLING. FOR RTUS IDENTIFIED IN THE MECHANICAL SCHEDULE TO BE "AUTO" FAN CONTROL, THE OEM CONTROLLER SHALL ENERGIZE THE SUPPLY FAN TO OPERATE ONLY ON A CALL FOR HEATING OR COOLING. FOR RTUS WITH VARIABLE SPEED FAN OPERATION, THE FAN SPEED SHALL BE CONTROLLED BY THE OEM CONTROLLER BASED ON AMOUNT OF OPERATING COMPRESSOR CAPACITY. VARIABLE SPEED FAN CONTROL SHALL RANGE LINEARLY OR IN DISCRETE STAGES FROM MINIMUM SETTING UP TO DESIGN AIRFLOW AS DETERMINED BY OEM BASED ON COMPRESSOR CAPACITY CONTROL. SUPPLY FAN SPEED DURING ECONOMIZER OPERATION SHALL BE CONTROLLED BY THE OEM CONTROLLER AND SHALL BE AT DESIGN AIRFLOW FROM MECHANICAL SCHEDULE. OUTSIDE AIR DAMPER OPERATION WHEN THE SUPPLY FAN IS OFF, THE OUTSIDE AIR DAMPER SHALL GO TO THE 0% OPEN POSITION. UNLESS OPERATING IN ECONOMIZER MODE, WHEN THE SUPPLY FAN IS ON THE OUTSIDE AIR DAMPER SHALL GO TO THE MINIMUM POSITION SET BY TEST AND BALANCE PER THE OUTSIDE AIR QUANTITY ON THE MECHANICAL SCHEDULE AND IS ADJUSTABLE FROM 0 TO 100%. ECONOMIZER OPERATION THE BUILDING EMS SYSTEM SHALL SEND AN ECONOMIZER ENABLE SIGNAL TO THE OEM CONTROLLER WHEN BOTH OF THE FOLLOWING OUTSIDE AIR CONDITIONS ARE MET: OUTSIDE DRY BULB TEMPERATURE > 0'F AND < 687 OUTSIDE DEWPOINT TEMPERATURE < 487 DP ECONOMIZER COOLING OPERATION (~ECONOMIZER ENABLED) UPON AN ECONOMIZER ENABLE SIGNAL FROM THE BUILDING EMS SYSTEM TO THE OEM CONTROLLER AND A CALL FOR COOLING BASED ON SPACE TEMPERATURE SENSOR INPUT TO THE OEM CONTROLLER, ECONOMIZER COOLING SHALL BE ENERGIZED AND THE OEM CONTROLLER SHALL MODULATE THE OUTSIDE AIR AND RETURN AIR DAMPERS TO MAINTAIN A SUPPLY AIR TEMPERATURE OF 457. THE UNIT SHALL RUN IN ECONOMIZER MODE FOR A MINIMUM OF 10 MINUTES AFTER THE ECONOMIZER DAMPER HAS MODULATED TO THE 100% OPEN POSITION BEFORE ENERGIZING THE FIRST STAGE MECHANICAL COOLING. THE OEM CONTROLLER SHALL DISABLE MECHANICAL COOLING WHEN OUTSIDE AIR TEMPERATURE FROM THE OEM OUTDOOR AIR SENSOR IS LESS THAN 45'F. IF THE SPACE TEMPERATURE INCREASES TO >= 0.57 ABOVE SPACE COOLING SETPOINT AND THE ECONOMIZER DAMPER HAS BEEN 100% OPEN FOR A MINIMUM OF 10 MINUTES, THE OEM CONTROLLER SHALL ENERGIZE FIRST STAGE MECHANICAL COOLING AND MAINTAIN THE OUTSIDE AIR DAMPER AT THE 100% OPEN POSITION. IF THE SPACE TEMPERATURE CONTINUES TO INCREASE AFTER MECHANICAL COOLING IS ENERGIZED, THE OEM CONTROLLER SHALL CONTINUE TO ENERGIZE ADDITIONAL STAGES OF MECHANICAL COOLING IN 0.57 INCREMENTS OF SPACE TEMPERATURE, IF AVAILABLE. IF THE CUTOUT TEMPERATURE FOR ANY STAGE OF COOLING IS NOT REACHED WITHIN 15 MINUTES, THE NEXT STAGE OF COOLING SHALL BE ENERGIZED TO SATISFY THE CUTOUT TEMPERATURE. COOLING STAGES SHALL DE —ENERGIZE AS THE COMPRESSOR CUTOUT TEMPERATURES ARE SATISFIED IN 0.5 DEGREE INCREMENTS. COOLING STAGES STAGE # ON OFF ECONOMIZER SP+0.5 SP-0.5 1 SP+1.5 SP 2 SP+2.0 SP+1.0 04.25.14 COOLING OPERATION (ECONOMIZER DISABLED) IF THERE IS NO ECONOMIZER ENABLE SIGNAL FROM THE BUILDING EMS SYSTEM TO THE OEM CONTROLLER AND UPON A CALL FOR COOLING BASED ON THE SPACE TEMPERATURE SENSOR INPUT TO THE OEM CONTROLLER, THE OEM CONTROLLER SHALL ENERGIZE FIRST STAGE MECHANICAL COOLING AND MODULATE THE OUTSIDE AIR DAMPER TO THE MINIMUM POSITION. IF THE SPACE TEMPERATURE CONTINUES TO INCREASE AFTER MECHANICAL COOLING IS ENERGIZED, THE OEM CONTROLLER SHALL CONTINUE TO ENERGIZE ADDITIONAL STAGES OF MECHANICAL COOLING IN 0.57 INCREMENTS OF SPACE TEMPERATURE, IF AVAILABLE. IF THE CUTOUT TEMPERATURE FOR ANY STAGE OF COOLING IS NOT REACHED WITHIN 15 MINUTES, THE NEXT STAGE OF COOLING SHALL BE ENERGIZED TO SATISFY THE CUTOUT TEMPERATURE. COOLING STAGES SHALL DE -ENERGIZE AS THE COMPRESSOR CUTOUT TEMPERATURES ARE SATISFIED IN 0.5'F INCREMENTS. COOLING STAGES STAGE # ON OFF 1 SP+1.0 SP-0.5 2 SP+2.0 SP+0.5 04.25.14 HEATING OPERATION UPON A CALL FOR HEATING BASED ON THE SPACE TEMPERATURE SENSOR INPUT TO THE OEM CONTROLLER, THE OEM CONTROLLER SHALL ENERGIZE FIRST STAGE HEATING AND MODULATE THE OUTSIDE AIR DAMPER TO THE MINIMUM POSITION. IF THE SPACE TEMPERATURE CONTINUES TO DECREASE AFTER ENERGIZING HEATING, THE OEM CONTROLLER SHALL CONTINUE TO ENERGIZE ADDITIONAL STAGES HEATING IN 0.57 INCREMENTS OF SPACE TEMPERATURE, IF AVAILABLE. IF THE CUTOUT TEMPERATURE FOR ANY STAGE OF HEATING IS NOT REACHED WITHIN 15 MINUTES, THE NEXT STAGE OF HEATING SHALL BE ENERGIZED TO SATISFY THE CUTOUT TEMPERATURE. HEATING STAGES SHALL DE -ENERGIZE AS THE HEATER CUTOUT TEMPERATURES ARE SATISFIED IN 0.5' INCREMENTS. HEATING STAGES STAGE # ON OFF 1 SP-1.0 SP-0.5 2 SP-2.0 SP-0.5 04.25.14 HUMIDITROL DEHUMIDIFICATION MODE DEHUMIDIFICATION MODE SHALL BE ENERGIZED BY A CALL FOR DEHUMIDIFICATION BASED ON RELATIVE HUMIDITY OF SPACE. DEHUMIDIFICATION BASED ON INDOOR RELATIVE HUMIDITY WHEN THE SPACE RELATIVE HUMIDITY SENSOR EXCEEDS THE SPACE RELATIVE HUMIDITY SETPOINT, THE OEM CONTROLLER SHALL ENERGIZE DEHUMIDIFICATION MODE. WHEN SPACE RELATIVE HUMIDITY DROPS BELOW THE SPACE RELATIVE HUMIDITY SETPOINT MINUS INDOOR RELATIVE HUMIDITY DEADBAND, THE OEM CONTROLLER SHALL DE —ENERGIZE DEHUMIDIFICATION. LIQUOR SALES RTU ZONE HUMIDITY SETPOINT SPACE OCCUPIED/UNOCCUPIED SCHEDULE HUMIDITY SETPOINT LIQUOR SALES 24/7 50% RH + - 3% DEMAND CONTROL VENTILATION FOR UNITS SPECIFIED THE OEM SPACE CO2 SENSORS, UPON EXCEEDING THE UPPER THRESHOLD LIMIT FOR SPACE CO2 LEVELS DURING OCCUPIED HOURS THE OEM CONTROLLER SHALL ENERGIZE THE RTU SUPPLY FAN TO DESIGN AIRFLOW AND OVERRIDE THE ECONOMIZER DAMPER PROPORTIONALLY UP TO THE 100% OPEN POSITION UNTIL THE SPACE CO2 LEVELS DROP TO THE LOWER THRESHOLD LIMIT AT WHICH TIME THE UNIT SHALL RESUME NORMAL OPERATION. OEM CONTROLLER SHALL ENERGIZE COOLING OR HEATING BASED ON SPACE TEMPERATURE DURING DEMAND CONTROL VENTILATION OPERATION. DEMAND CONTROL VENTILATION DAMPER POSITION CO2 LEVEL (PPM FULL OPEN 1 0 I (AS SCHEDULED) 1000 07.25.14 SMOKE DETECTORS FOR UNITS EQUIPPED WITH SMOKE DETECTORS (DUCT MOUNTED OR SPACE MOUNTED) THE SMOKE DETECTOR SHALL SHUT —DOWN THE UNIT UPON SMOKE DETECTOR ACTIVATION. IF REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION, UPON SMOKE DETECTOR ACTIVATION ADDITIONAL UNITS SHALL SHUT —DOWN UPON A SIGNAL FROM EITHER THE OWNER ALARM SYSTEM OR BUILDING EMS SYSTEM TO THE OEM CONTROLLER. THE OEM CONTROLLER SHALL CLOSE THE OUTSIDE AIR DAMPER TO THE 0% OPEN POSITION, SHUT —DOWN ALL STAGES OF COOLING OR HEATING AND TURN OFF THE SUPPLY FAN. OEM CONTROLLER SHALL OVERRIDE ALL OTHER SPACE CONDITION DEMANDS WHEN UNIT HAS RECEIVED A SMOKE DETECTOR ACTIVATION ALARM. RTU PROTECTION ALL EQUIPMENT SAFETY SEQUENCES, I.E. COMPRESSOR RESET, GAS BURNER RESET, ETC SHALL BE CONTROLLED BY THE OEM CONTROLLER. ALARMS THE RTU CONTROLLER SHALL COMMUNICATE ALL RTU ERROR CODES TO THE BUILDING EMS SYSTEM. THE BUILDING EMS SYSTEM SHALL GENERATE AND COMMUNICATE THE FOLLOWING ALARMS TO THE OWNER ALARM REPORTING PROGRAM (WARP). RTU LOAD ALARM LIST ERROR CODE FROM OEM CONTROLLER TO BUILDING EMS FROM EMS TO OWNER ALARM REPORTING PROGRAM WARP EMS PRIORITY 4 SMOKE ALARM YES DAILY 5 AIR FLOW SWITCH YES DAILY 20 INPUT ERROR, PHASE LOSS OR VFD FAIL YES DAILY 74 ZONE SENSOR PROBLEM YES DAILY 02.28.14 THE BUILDING EMS SYSTEM SHALL COMMUNICATE THE REQUIRED ALARM LIST TO THE OWNER Al ARM REPORTING PROGRAM (WARP) RTU MONITORING ALARM LIST FROM EMS TO OWNER ALARM REPORTING EMS DESCRIPTION PROGRAM WARP PRIORITY ALARM LEVEL SPACE TEMP —SALES FLOOR YES DAILY SPACE TEMP <60 DF OR >82 DF FOR 60 MIN CO2 LEVEL YES DAILY CO2 > 1400 PPM FOR 60 MIN NOTE: ALARMS SHALL BE IDENTIFIED BY UNIT. 02.28.14 COMMUNICATION DATA POINT LIST THE RTU CONTROLLER AND BUILDING EMS SYSTEM SHALL TRANSFER THE COMMUNICATION DATA POINTS BASED ON THE FOLLOWING SCHEDULE. LENNOX EMS COMMUNICATION DATA POINT UST FROM BUILDING EMS TO RTU CONTROLLER — ANALOG OUTPUTS OBJECT ID OBJECT NAME UNITS 101 FAN ON/OFF NONE 102 HEAT 1 ON/OFF NONE 103 HEAT 2 ON/OFF NONE 103 COOL 1 ON/OFF NONE 105 COOL 2 ON/OFF NONE FROM RTU CONTROLLER TO EMS - ANALOG INPUTS OBJECT ID OBJECT NAME UNITS 201 FAN STATUS (AIR FLOW SWITCH) NONE 02.28.14 U � � o �� c Cd V w Wwo V) wOw �oaNWO W zap Zwcn�=Q3 tn�a a>b'.`o Q a H Q K O w= Z Q N= aw oawow`nUozF- �,`-� �azac9dwQUooO Ell a Orz� ow e' U Nu7 6 Q �Ofn� z0 {ao��Wza��a QzNJ�NoFwwwzi 0 Z QQJo� �wa V5 �Z MO-lU�+r-IaJU�WZUw ooi-wQ�OW�nw?��m waz��owW000<o} �F::)N0ov=iaaDaaaaawoa� V) F_ z Q J V) z 0 U 0 O D F a � ow O O � x 0 O O � CD � �--� O � z LEI a_- ca O �O°' � 0 o p..+ y W z cr 0 ISSUE BLOCK I Q I ADD#2 1 08/29/14 I CHECKED BY: JPM DRAWN BY: P W PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 %��.�`�QFtADEFp �Ci.•'•`' • • 9 O: ST E OF •:� • 4''S �O N Ati lE Dec 04, 2015 SEQUENCES OF OPERATION IM(OW31ro SHEET: EM2 AHJ / COMPLIANCE NOTES 7. Audible and Visual notification appliances are "Proprietary System" provided as indicated on the plan. 1. This fire alarm system design is based upon 8. Walmart Security Technology will install the fire compliance with the National, State and Local alarm where legally entitled by licensing, codes. The occupancy class is MERCANTILE. permitting, certification or exemption. Local contractor to be used elsewhere. 2. Remote Annunciator(s) will feature Point I.D. of all devices/zones in plain English display. The CPU g• Off Premises, Automatic Emergency Notification cabinet has no annunciator or user interface will be via IP Communicator and 2—line DACT to controls, and is a cabinet housing (non —analog Wal—Mart's UL Listed (UUFX) center. See UL File addressable) circuitry only. #S3152-1 for certificate information. 3. At least one manual station will be installed and 10. Wiring will be installed per (The NEC) NFPA 70 located where required by the AHJ, per NFPA 72 and all other applicable sections. All equipment Unless otherwise specified by the AHJ, it will be shall be properly listed per NFPA 72. located per the drawing. "Proprietary 11. This system is designated as a 4. One smoke detector will be installed above the Supervising Station System" in accordance with CPU in accordance with NFPA 72. NFPA 72 with 24 hours of stand—by power then 5 in "alarm" per NFPA 72. Store management 5. Air Handling Units in excess of 2000 cfm which personnel are designated for 1 hour runner include Duct Smoke Detectors shall shut down service. their respective fans and cause a "supervisory" signal on the CPU per NFPA 90A. See scope of 12. These notes DO NOT supercede requirements of Mechanical contractors shop drawings for details. other trades, specifically including Mechanical. 6. All NON —required devices indicated in the 13. Applicable State and Local modifications adopted submittal (if any), are voluntarily provided and through due process of law and which conflict are designated as "supplementary" in nature, as with these notes shall supercede and copies defined in NFPA 72. should be conveyed to the contact person indicated below. CEILING HEIGHT NOTE CEILING HEIGHT IS 20'-0" MAX IN SALES AND RECEIVING AREAS, AND 10'-0" MAX IN OFFICE AND T.I. AREAS FIRE ALARM SYMBOLS LEGEND SYMBOL QUANTITY DESCRIPTION MAKE/MODEL NPS 1 NAC POWER SUPPLY ALTRONIX AL802 KEYPAD 1 BURGLAR ALARM KEYPAD BOSCH D1255RB Q2 1 SMOKE DETECTOR W/ END OF LINE RELAY BOSCH D273THE 3 MANUAL PULL STATION BOSCH FMM-100 X 1 DUCT SMOKE DETECTOR PROVIDED BY MECH DIV. INSTALLED BY ELECTRICAL DIV. (POINT OF CONNECTION ONLY) ®RTS 1 REMOTE TEST SWITCH SYSTEM SENSOR RTS151KEY HV 6 CEILING MOUNT HORN/STROBE, MULTI CANDELA SYSTEM SENSOR PC2R,115cd, 75cd OR 15 cd HV WP 1 WEATHERPROOF WALL MOUNT HORN/STROBE SYSTEM SENSOR P2RK,75cd UNLESS OTHERWISE NOTED. PT 15 POPT MODULE BOSCH D9127U END OF LINE RESISTOR/DEVICE PER MANUFACTURER N.O. NORMALLY OPEN WP WEATHERPROOF (E) EXISTING DEVICE BURGLAR ALARM SYMBOLS LEGEND AL400 1 AUXILIARY POWER SUPPLY ALTRONIX AL4000LPD4 B 4 DO CONTACT — FIRE EXIT DOORS & ROOF OR HATCH N20OAU STO36 / �D 1 DOOR CONTACT — STANLEY DOORS (INTERCONNECTION PROVIDED BY MANUFACTURER) OM 2 MOTION DETECTOR — CEILING MOUNT BOSCH DS9360 1 BURGLAR ALARM SIREN ACS WAVE2 SIREN PB 2 PANIC BUTTON US—HUB2A SI 1 SAFE CONTACT (INTERCONNECTION PROVIDED BY MANUFACTURER) WIRE LEGEND A —••—••—•.—••--••—••—••—••...... ...... FIRE ALARM SYSTEM 3pr #18 AWG FPL TWISTED B ------®------------------ NO p # NOTIFICATION CIRCUIT 1 r 12 AWG FPL ZIP C MULTIPLE CABLES = PROVIDED AS REQUIRED WP WEATHERPROOF CABLE SHALL BE Q (+) POSITIVE CIRCUIT POLARITY (-) NEGATIVE CIRCUIT POLARITY F—r.S—X — POWER SUPPLY ASSIGNED TO ASSOCIATED CIRCUITS. LP— X — LOOP ASSIGNED TO ASSOCIATED POWER SUPPLY. D— X — DEVICE NUMBER ASSIGNED TO ASSOCIATED LOOP. CEILING MOUNTED STROBE AND -I ! HORN STR OBE LIGHTS SHALL BE MOUNTED ON BOTTOM OF JOISTS. ALL NAC CIRCUITS SHALL BE 12 AWG. ALL OTHER FIRE ALARM WIRE SHALL BE 18 AWG. L — — — — — N FT—HE—ALA—RM INSTALL ER IS RE SPONSIBLE SIBLE FOR THE INSTALLATION OF ALL CONDUIT AND BOXES REQUIRED FOR THE REMOTE TEST SWITCHES. — J THE ALARM INSTALLER IS RESPONSIBLE FOR ALL BRIDLE RINGS, BEAM CLAMPS AN D ANY THE CONDU IT T TO COMPLETE ASSOCIATED INSTALLATION. THIS WILL INCLUDE BUT NOT LIMITED TO WALL PENETRATION SLEEVES, BACK BOXES FOR AUDIO VISUALS, KEYPAD BOXES AND STUBS, WATER FLOW AND TAMPER DETECTOR BOXES AND STUBS, RTU TEST SWITCHES BOXES AND STUBS. MOUNTING HEIGHT BUSHING, AT END OF EMT o CIRL NG couNc MOUNT I I LAM 1UT rrr 0WAU 1 GANG 20 MAX BACK BOX A F.F. 67AT OR 4S BACK T BOX w/1 T � GANG MUD RING - TYP 0 48 > DUIT/EMT TNG CPSA NISHED FLOOR Direct fire alarm related (ONLY) compliance issues to: Cuhaci & Peterson, AEP 930 Woodcock Rd. 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E�•�`• rrrr►►►►� Aug 17, 2016 ELECTRONIC FIRE PROTECTION RISER DIAGRAM & DETAILS SHEET: FP2.0 BURGLAR ALARM SYMBOLS LEGEND AL400 1 AUXILIARY POWER SUPPLY ALTRONIX AL4000LPD4 �B 4 DOOR CONTACT - FIRE EXIT DOORS & ROOF HATCH N20OAU/ST036 �D 1 DOOR CONTACT - STANLEY DOORS (INTERCONNECTION PROVIDED BY MANUFACTURER) O2 MOTION DETECTOR - CEILING MOUNT BOSCH DS9360 1 BURGLAR ALARM SIREN ACS WAVE2 SIREN pg 2 PANIC BUTTON US-HU82A SI 1 SAFE CONTACT (INTERCONNECTION PROVIDED BY MANUFACTURER) WIRE LEGEND A -••-••-••-••-••-••-••-••-••-••-••-••-••-• - FIRE ALARM SYSTEM 3pr #18 AWG FPL TWISTED B - - - - - - - - - - - - - - - - - - - - - - - - NOTIFICATION CIRCUIT 1pr #12 AWG FPL ZIP C MULTIPLE CABLES WP = WEATHERPROOF CABLE SHALL BE PROVIDED AS REQUIRED (+) POSITIVE CIRCUIT POLARITY (-) NEGATIVE CIRCUIT POLARITY CENTRAL 11AG ON D 9 -1A . pam. POWEER vLOCKED q i BRANCH ae; CIRCUIT 3..- �„a u<. - - c l \ a,.. n F POWERED BY A 7 LOCKED AND DEDICATED L- BRANCH CIRCUIT 120V A.C. MOTION DETECTOR LOCATIONS ON THE PRINT ARE ONLY ESTIMATED. PLEASE PLACE THEM AT THEIR PROPER LOCATIONS. AL400 POWER SUPPLY BATTERY CALCULATIONS DEVICE QTY STANDBY CURRENT (AMP) TOTAL STANDBY CURRENT ALARM CURRENT (AMP) TOTAL ALARM CURRENT AL400 Power Supply 1 0.090 0.090 0.175 0.175 CIRCUIT 1 Bosch DS9360 Ceiling Motion Detector 2 0.018 0.036 1 0.075 1 0.150 CIRCUIT 2 Bosch D1255RB Burglar Keypad 1 0.106 0.106 0.225 0.225 CIRCUIT 3 Wave2 Siren 1 0.000 0.000 0.500 0.500 STANDBY CALCULATIONS TOTAL STANDBY CURRENT (AH) 0.232 HOURS OF STANDBY NEEDED 24 TOTAL STANDBY AH 5.568 ALARM CALCULATIONS TOTAL ALARM CURRENT (AH) 1.050 MULTIPLIER FOR MINUTES OF ALARM NEEDED 0.083 TOTAL ALARM AH 0.087 BATTERY BACKUP REQUIREMENTS SUBTOTAL (AH) 5.655 SAFETY FACTOR 1.200 TOTAL AMP HOUR DEMAND 6.787 PROVIDE ONE (1) 18 AH 12 VOLT BATTERY E� �;3��, �. DEVICF,'s BURGLAR VOLTAGE DROP CALCULATION (18 AWG) WIRE GUAGE: #18 DETECTOR CIRCUIT SOURCE VOLTAGE TOTAL AMPS WIRE LENGTH (FEET) VOLTAGE DROP %VOLTAGE DROP VOLTAGE AT LAST DEVICE AL400#1-1 12 0.150 200 0.38 3.19% 11.62 AL400#1-2 12 0.225 150 0.43 3.59% 11.57 i AL400#1-3 121 0.500 170 1.09 9.05% 10.91 AL400#1-4 121 0.0001 470 0.00 0.00% 12.00 NEW IPP-AL-400-ULKT1 POWER SUPPLY I I I I IPP-AL-400-ULKT1 AC BAT FAI L L...-.. pT -.. PT -.. PT -.. PT -.. PT -.. PT -.. pT -.. PT B B B D SI PB PB M "-" M-"-"-"- -1 DOOR DOOR DOOR DOOR SAFE PANIC PANIC CEILING CEILING CONTACT CONTACT CONTACT CONTACT CONTACT BUTTON BUTTON MOTION MOTION RECEIVING RECEIVING ROOF MAIN FRONT OF RECEIVING EXIT EXIT HATCH ENTRANCE STORE I � I � � I I � I � � I � I � I i I I I 0 Y o...,-�...-.. �...1..,.1�1 •..0.. �.. �... �..... ...... -.... .. ..-.. .. -..-. KEYPAD S,DATA TO )) D9412 TO BURGLAR ALARM SIREN DRIVER 4 BURGLAR ALARM RISER- ELECTRONIC BURGLAR PROTECTION PLAN 6o} V) gK4 a2ZWW WUN � ww o Q*o �rn z- <a**zoo-aw�wo�v x a O �vJia�ocwi��xo�zv_)� L� n.N�N��ww�Q �Uwli �c�ooFaWww� Z 3�a02-UW w00oo 0 � c�n6w2-20�azpza J ZZ¢ < z2j�mmu=ONa �OzOWDLLJ U~OWOI'A NWV�F-iH�05c0 ~ (n V) ozWFeww00 V) z Q J Z) z O U 0 00 A © © 0 as O O O ►--� 0 z �y� Li O � O N w GU z 0 CHECKED BY: JPM DRAWN BY: TB FILE NAME: BA1.0 PROTO CYCLE: DOCUMENT DATE: 080116 ELECTRONIC BURGLAR PROTECTION PLAN _� i 1.� I�,..I11,'. ... _i;l ;,1 . �•e: � :.�.- _... ��i I I C I I I 1 6 1 SHEET: BA1.0 0 1 CUSTOMER WOMEN'S vJ .111111' I riMNVVVIMi-1 HALLWAY ' I Irtnnnn O I I I I I I I � BREAK ROOM I FL I 1 ® I I 4 I I 3 P1 I P1 BREAK ROOM #2 USTOMER MEN'S O co --- ----------- ---- -------- � I I I I I 1 I 1 I I I ' GR1 a - - - _- I I I - 1_ --� -� I -T GP1 (.5' I I I I I I I ' Oo ' i LI o I I I I I ' GROCERY SALES ' I I I I i I I I I I I a CUSTOMER 1 i WOMEN'S 0 CUSTOMER MEN'S i ®� M1 I - - - e - - - - - - - - - - - - - - - e -� ®�p oo ,! -- I c �m El I I I ® I�rL I El CONTACTS 0Ej � 1 2 3 4 5 6 7 8 9 1( MECHANICAL AND PLUMBING PLAN lit = 30'-0" I I I I I 1 MAC 1 H 2 YMAC1 G t 1 '--_--III o ❑ '� I LUBE & TIRE I I MOUNTING AREA -�-- - F ---L7= ----- --- I I I I V V�- 11 12 13 14 15 51 /:1 GENERAL NOTES 12.20.13 1. GENERAL NOTES ARE APPLICABLE TO ALL 26. WATER PIPING ABOVE GRADE SHALL BE MECHANICAL/PLUMBING DRAWINGS. TYPE "L" HARD DRAWN COPPER JOINED WITH WROUGHT COPPER FITTINGS. MAKE 2. PROVIDE ALL MATERIALS FOR A COMPLETE JOINTS USING LEAD-FREE SOLDER AND A INSTALLATION IN ALL RESPECTS AND READY NON -CORROSIVE, PASTE -TYPE FLUX. FOR INTENDED USE AND IN STRICT MAKE PIPING CONNECTIONS TO A FIXTURE ACCORDANCE WITH STATE AND LOCAL CODES WITH CHROME -PLATED SEAMLESS BRASS AND MANUFACTURERS RECOMMENDATIONS. TUBE. INSULATE HOT & COLD WATER PIPING WITH RIGID GLASS FIBER A 3. STORE MUST BE KEPT IN OPERATION. MINIMUM OF 1/2" THICK WITH WHITE ALL - ARRANGE ALL WORK TO KEEP DISRUPTIONS SERVICE JACKET (VAPOR RETARDER). TO STORE OPERATIONS TO A MINIMUM. COORDINATE WITH EXISTING AND NEW 27. NOT USED. CONSTRUCTION. PAY ALL NECESSARY FEES AND PERMITS. 28. ALL FLOOR CLEANOUTS SHALL BE INSTALLED FLUSH WITH FLOOR FINISH 4. IF NEW CONSTRUCTION DISRUPTS MATERIAL OR FLUSH WITH CONCRETE SLAB EXISTING UNDERGROUND SERVICES (GAS, IF NO FLOOR FINISH MATERIAL IS SEWER, DOMESTIC WATER, FIRE CALLED OUT FOR ON ARCHITECTURAL SPRINKLER, ETC.), PROVIDE ALL DRAWINGS. MATERIALS AND LABOR AS REQUIRED TO MAINTAIN THEIR PROPER OPERATION. 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF TRAFFIC WAYS, WHILE MAINTAINING 5. CONTRACTOR IS RESPONSIBLE FOR ACCESSIBILITY. LOCATE PER UTILIZING OWNER APPROVED ROOFING DIMENSIONS IF SHOWN ON PLANS. CONTRACTORS FOR CUTTING AND PATCHING ROOF. 30. FLOOR CUTS SHALL BE STRAIGHT AND CLEAN, REPLACE REMOVED SLAB WITH 6. CONTRACTOR SHALL FURNISH AND INSTALL CONCRETE FLUSH AND SMOOTH WITH EXHAUST FANS AND EXHAUST FAN CURBS. ADJACENT FLOOR SLAB. REFERENCE CONTRACTOR SHALL INSTALL ALL ARCHITECTURAL SHEETS. COORDINATE STRUCTURAL SUPPORTS FOR FANS. WITH GENERAL CONTRACTOR. REFERENCE ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. 31. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FIKNIAL CONNECTIONS 7-14. NOT USED. TO EQUIPMENT AND ACCSORIES ARE rat_ MADE. 15. INSTALL VTR'S A MINIMUM OF 24" AND FLUES A MINIMUM OF 36" FROM ROOF 32. CUT AND PATCH EXISTING CONCRETE EDGE AND/OR PARAPET WALLS. INSTALL FLOOR SLAB FOR INSTALLATION OF NEW VTR'S, FLUES AND EXHAUST FANS A UNDERGROUND PLUMBING PIPE. MATCH MINIMUM OF 10 FT FROM OUTSIDE AIR EXISTING CONSTRUCTION. INTAKE OF ROOF TOP UNITS. INSTALL EXHAUST FANS AND ROOF TOP UNITS A 33. DO NOT INSTALL PIPING WITHIN COOLER MINIMUM OF 10 FT FROM ROOF EDGE OR A PANELS. INSTALL EXPOSED PIPING IN MINIMUM OF 60" FROM PARAPET WALLS PREP AREAS A MINIMUM OF 1" FROM THAT ARE AT LEAST 42" HIGH. PANEL WALL AND 6" ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. USE 16-20. NOT USED. ONLY NON -CORROSIVE MATERIALS FOR SPACERS AND ANCHORS. 21. EXISTING PIPE SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR IS 34. PROVIDE ESCUTCHEON PLATES FOR RESPONSIBLE TO FIELD VERIFY LOCATION AND PLUMBING PENETRATIONS THROUGH SIZES OF ALL EXISTING PIPING THAT IS BEING GROCERY CEILINGS AND WALLS. CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE 35-36. NOT USED. AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 3" 37. INSTALL CONTINUOUS SEALANT JOINT AT OR LARGER. MAINTAIN MINIMUM SLOPE OF ALL EXTERIOR WALL PENETRATIONS. 1/4" PER FOOT FOR SAN SEWER PIPING SMALLER THAN 3". REF ARCH. FOR 38. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER TRENCHING REQUIREMENTS. WATER PIPING, PEX OR AQUATHERM PIPING MAY BE USED. REFER TO EQUIVALENT NOMINAL PIPE 22. PLUMBING CONTRACTOR SHALL VERIFY SIZES SCHEDULE AND SPECIFICATIONS. EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND SHALL VERIFY THAT 39. PROVIDE SEISMIC BRACING BASED ON PROPER SLOPES ARE AVAILABLE BEFORE APPROPRIATE SEISMIC ZONE REQUIREMENTS CUTTING FLOOR SLAB FOR NEW SEWER PER SMACNA PUBLISHED SEISMIC DETAILS, PIPING. LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL 23. PROVIDE ACCESS DOORS TO NEW WATER ENGINEER'S CERTIFICATION ON DETAILS VALVES AND CLEANOUTS AS NECESSARY SUBMITTED FOR PERMITTING. WHEN INSTALLED IN INACCESSIBLE AREAS. 40. BUILDING COMPONENTS ABANDONED BY THE 24. PLUMBING CONTRACTOR SHALL PROVIDE SCOPE OF WORK SHALL BE SECURED TO ONE YEAR WARRANTY FOR PROPER SEWER PREVENT FALLING, LOOSENING, OR CREATING SYSTEM OPERATION. DAMAGE OF ANY KIND IN THE FUTURE. 25. SANITARY DRAINAGE LINES AND FITTINGS (DRAIN, WASTE AND VENT) SHALL BE CAST IRON, COATED INSIDE AND OUTSIDE. WHERE PERMITTED BY LOCAL CODES, PVC-DWV PLASTIC SCHEDULE 40 MAY BE USED IN LIEU OF CAST IRON. ALL PNOTOLAB PLUMBING SHALL BE PVC. ALL HVAC WORK ON THIS PROJECT IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTOR. �o Z� 0) Ld 2Y a 4-1 = l U� U �Q ¢ c•1i o -� W U 0 F- L F- UO tz x 0 0 w no wxwo�� D u- ��W�Z�o it Ix-cZgLLwwop��w� d - ��Hflnwa�QOpW m LL w1gzam0wUo'Sd> z mw xaw¢2w'-W§ al-�ovW622WF-oxp O ��LLZo=Ozz�xZ�z {- 00d<9itw�¢WU92¢ ZE JM;oHQZ<FQcl QWK ZJHQW Wwoom d ow>woMw=o_ �0 0g x�_w¢ x�0z�rnx L 0¢aZ�.-<-OF-QQoWa�hw xZ Woa�Q:wX W20-DI �_01,400a)M0ww7KwwD< Wo W W s W Z �� o Y QI cn z4D �� WZ c,- z W W J W Q =W J U I- z O U E3 ISSUE BLOCK 1 3/06/14 PR#1 2 07/14/14 CCD #2 CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PRO T O CYCLE: 122013 DOCUMENT DATE: 01/30/14 MECHANICAL AND PLUMBING PLAN z 0 w 0 z w ui w z 0 0 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. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF 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. SHEET: M P-1 111 _ I I - I I, .,,�11�. R' .L, v UN Z c0 Z O U) ry w 0 Z Lu z u6 w Z Q REMOVE AND (REINSTALL EXISTING WATER HEATER 8 3" SS ETR AS REQUIRED FOR P2 (SIM) INSTALLATION OF NEW COUNTER. 15 406 15.408 D ETR 1/2" CW ETR C - FCO ETR-� 0'%\\� 3"VTR REPLACE ETR BREAKROOM SINK (S1). 15.406 15.436 BREAK ROOM L_ _ 0 REPLACE EXISTING WC WITH WC4 LAVS ETR LAVS CUSTOMER ETR WOMEN'S LAV HC ETR 1 I WC HC WC WC WC WC WC ETR ETR ETR ETR ETR ETR �j a � R g r I 7 7 rl REMOVE AND REINSTALL EXISTING EWC FOR INSTALLATION OF NEW . WALL FINISH. REFER TO ARCHITECTURAL UR UR DRAWINGS. 15.406 ETR ETR WC HC WC ETR LAV HC ETRLI n ETR 1/2" CW FAMILY WC RESTROOM ETF CAP AND ABANDON EXISTING VENT AND SUPPLY PIPING FOR WALL MOUNTED LAVATORY TO BE RELOCATED. �- RELOCATED LAVATORY 15.406 F 1 1 /2" V- 1 /2" H W- WCO - I SITE TO STORE 1/4" CW ETR 15.401 .,EW N ETR: ROUTE NEW 2"W LINE FROM RELOC. LAV AND CONNECT TO EXISTING WASTE LINE ABOVE FLOOR. 15.4 3 la:�� 15.402 15.404 —1/2" HW ETR 15.422 �2 V ETR 15.422 —4" SS ETR CO 8 3/4" DRAIN LINE OVERHEAD, IN ROOF JOISTS. SLOPE 118" PER FOOT TOWARD JANITOR CLOSET. ROUTE CONDENSATE PIPING TO EXISTING SERVICE SINK. SS TURN DOWN AND END OPEN ° ETR WITH AHJ APPROVED AIR GAP. JANITOR (1/2" HW 3/4" CV c a CO - P11 ON FLOOR 1/2" CW - J NEW EW1, ROUTE DISCHARGE TO P11 9 P2 W 15.401 2 1/2" CW ETR STORE MINIMUM iCOLD WATER TEMPERATURE IS 66°F. HALLWAY 15.422 II LAVS LAYS I I ROOF HATCH ETR ETR CUSTOMER VERIFY H MEN'S 0 LOCATION 15.400 BREAKROOM PLUMBING PLAN 1 /4" — 1'-011 - - 6 7 GM STOCKROOM SITE TO STORE PLUMBING PLAN 3 114 PLUMBING PLAN 2 1 /4" = 1'-0" REMOVE AND REINSTALL EXISTING EWC FOR 1 — — — . — — — — _INSTALLATION OF NEW WALL — — — — — — — — — — — — — — _ FINISH. REFER TO ARCHITECTURAL DRAWINGS. 15.406 PRETEST EXAM #2 I LAV - LAV WAITING ETR ETR CUSTOMER CUSTOMER f MEN'S WOMEN'S r I cl UR �Owc ETR ETR UR 0 ET WC J ETR KD ETR EXAM #1 ° ETR nCWC WC > KD ETR 17��lff=77 LAV a REMOVE EXISTING SINK AND ETR LAV INSTALL NEW L2. CONNECT TO E t Il ETR EXISTING WASTE AND WATER LINES IN WALL. REFER TO ARCHITECTURAL SHEETS FOR EXACT LOCATION. 15.406 15.436 WC ETR CONTACTS WC ETR EXISTING CONDITIONS WERE T/ 7 DRAWINGS AND MAY NOT REFLI FRONT R�EST RO O M PLUMB ! N G PLAN CONDITIONS. CONTRACTOR SH 1EXISTING CONDITIONS PRIOR T( BIDS, CONTRACTOR SHALL CAF -O�� NEW WORK AND DEMOLITION VU d) Liu) Q� N w F- ¢ w F- M � W U`Z V �o m xw fn +, x�. L w V O= L - 0 d �Z U0 ui > > >o Ewo�� U 0 LL O LD zwU aZU_zg ll1 U. �n�W�zHO.�jzm w ~Zw frw'aw�rz 9 Q ix-DLL�LLopU4 O o � zo w.. 1Q¢g�aw¢m2m �r - z<101: aILL a¢ Wx~W §z �o¢2>WLL O 2iW u-ZWZS OZz xz�Z Zsw.-1w�or¢ZF- -<w SU Jo0 WW X O N¢UZN O� WF..� W W 07 ow�womWya�uwiowog H ONOO, M ILO ww M� Ir ir 61x- '. cog o o �W ���' w WZ Q' C!JN� D G �o WcV �� �C/� cn z4 M 0 = za Wj Ljj W� �X Fz =W_ oW N 0 J W Mi z O U J Lu 0 0 0 0 C:D CD DO v, w O c) ti O O C) Z r n/ W co O o H 00 W N w W z m O ISSUE BLOCK 1 3/06/14 PR#1 2 4/08/14 ADD#1 3 07/14/14 CCD #2 CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 PARTIAL PLUMBING PLANS SHEET: p 1 ALL DRAINS AND CLEANOUTS ON THE SALES FLOOR SHALL BE FLUSH WITH THE TOP OF CONCRETE SLAB; DO NOT SLOPE FLOOR TO THESE DRAINS CASE CONDENSATE DRAIN REF REFRIGERATION. PROVIDE AIR GAP. d^" ACCESS TO CONDENSATE DRAIN IS THRU REMOVABLE PANEL ON FRONT OF REFRIGERATED CASE REFRIGERATED ��- CASE KICKPLATE FLOOR FLOOR DRAIN BODY PIPE INCREASER FOR COMBINATION WASTE & VENT DEEP -SEAL P-TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN REFRIGERATED CASE DRAIN NTS O4.28.06 EXISTING CEILING 2 THIS DETAIL REFERS IN A GENERAL WAY TO AN ELEVATED VIEW OF NEW 1/2" HWR TO TYPICAL EYEWASH LOCATIONS. NEW FLOW CONTROL EXISTING CONDITIONS MAY VARY. VALVE. REF EXISTING EYEWASH WILL BE PLUMBING PLANS RELOCATED TO PROVIDE CLEAR SPACE FROM EXISTING PLUMBING FIXTURES AND WALLS. REQUIRED VERTICAL CLEAR MOUNT EYEWASH SPACE SIGNAGE ABOVE EXISTING EYEWASH AT CW AND HW CONNECT NEW 1/2" HWR 5'-6" AFF TO HW PIPE SERVING EYEWASH EXISTING HAND SINK REF. REF. ARCHITECT ARCHITECT z O N WASTE PUMP ASSEMBLY. WASTE EXISTING PUMP MAY BE MOUNTED LEFT OR HAND SINK RIGHT OF CENTER OF EYEWASH AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. EYEWASH 3/4" DISCHARGE PIPING SAFETY STRIPING ON FLOOR 1-1/4" PIPING TO WASTE NOTE: (REFERENCE PLAN VIEW) PUMP EYEWASH ELEVATION VERIFY SIZE AND LOCATION OF EXISTING DOMESTIC WATER SUPPLY PIPING AT SITE. NT$ 10.25.13 PLUM62.1-6 7 HAND SINK HWR CONNECTION 10 NTS 12.20.13 PLUMB2.13-2 AUTOMATIC VACUUM RELIEF VALVE. REF: SPECIALTY PLUMBING BALL VALVE FIXTURE SCHEDULE TYP HW AND CW SUPPLY REF PLANS HEAT TRAP DOWN I I TO MIDPOINT OF HEATER TANK TYP OF 2 LF WATER ! I HEATER L! FLOOR -\ 1 L PIPE FULL SIZE WITH AIR GAP UNION DIELECTRIC - TYP WATER HEATER BELOW COUNTER 12.20.13 PLUMB2.1-3 HOT WATER INSTALL THERMOMETER RECIRCULATION TO SET BALL VALVE MAIN - THERMOMETER = TEE FITTING —------------------------1 — ---------------------------I L--------- - REDUCER PIPE FULL PORT BALL VALVE, W/ INSULATION LOCKING HANDLE, 1 PIPE SIZE SMALLER THAN LINE SIZE. ADJUST BALL VALVE TO MAINTAIN A 5°F DROP IN HOT WATER LOOP. PERMANENTLY MARK BALL VALVE SETPOINT. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. 1 BALANCING VALVE ASSEMBLY NTS 11/06/13 PLUM132-17 PROVIDE 10 MESH INSECT SCREEN. ATTACH TO PIPE WITH HOSE CLAMP OVER OPENING SECURE 4" GALVANIZED VENT TO WALL WITH RISER CLAMPS. SPACING NOT TO EXCEED 4' OC. PAINT TO MATCH ADJACENT BUILDING COLOR. PROVIDE 4" STAINLESS STEEL ESCUTCHEON ON EXTERIOR OF BUILDING OPENING. REF. SPEC. EXISTING 2" GALVANIZED EVACUATION PIPE. PROVIDE CHROME ESCUTCHEON ON INTERIOR OF BUILDING. REF. SPEC. -� PROVIDE 2" STAINLESS STEEL \ ' /� ESCUTCHEON ON EXTERIOR OF �►.I BUILDING OPENING. REF. SPEC. -� �f RELOCATE ALUMINUM 2" - CAMLOCK MALE "A" FITTING AND CAMLOCK CAP TO END OF _ EVACUATION PIPE. - (2)-45° GALVANIZED ELBOWS & (2)-2" GALVANIZED PIPE NIPPLES TO BE INSTALLED AT END OF EVACUATION PIPE WAS GOOSENECK ETR RELOCATED GALVANIZED STEEL VENT PIPING. PROVIDE 4" CHROME ESCUTCHEON ON INTERIOR OF BUILDING OPENING. REF. SPEC. PROVIDE 4" UNION AT TANK (X2 VENTS) ROUTE PIPE AND VALVE IN AN ACCESSIBLE LOCATION. PROVIDE 2" FULL PORT BRASS BALL VALVE. INSTALL VALVE AT THE MIDPOINT BETWEEN THE THE TWO ELBOWS AS SHOWN. �J EXISTING STEEL PIPING IS TO REMAIN. PREFERRED VENT PIPING TE COOKING OIL TANK VENTING DETAIL NTS 12.20.13 PLUMB2.3-1 HOT WATER RECIRCULATION BRANCH UNION PIPE INSULATION (_ I -------I L------ TYPICAL FULL -PORT CHECK VALVE BALL TYPE STRAINER FLOW CONTROL VALVE; REFER SHUT-OFF VALVE TO FLOOR PLANS AND SCHEDULES FOR FLOW RATE AND PIPE SIZE. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS _ REQUIRED. FLOW CONTROL VALVE TRAI N NTS 11/05/13 PLUMB2-16 NEW 1/2" HW FROM EXISTING MAIN. REI PLUMBING PLANS t! EXISTING CW AND HW - ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP FLOOR SLAB ON GRADE AS REQUIRED FOR SAME SIZE AS SEWER DEPTH OF SEWER UP TO 4" MAXIMUM PVC PIPE OR HUB LONG SWEEP ELBOW AT AND SPIGOT END OR TURN OF RUN CAST IRON PIPE BELOW FLOOR COMBINATION WYE AND SANITARY EIGHTH BEND IN RUN. SEWER LINE ENTER TOP OF PIPE. DIRECTION < OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. 1FLOOR CLEANOUT NTS 03.28.08 CAP CONNECT NEW 1/2" HW TO EXISTING 1/2" HW PIPE SERVING EXISTING HAND SINK EXISTING HAND SINK NOTE: VERIFY SIZE AND LOCATION OF EXISTING DOMESTIC WATER SUPPLY PIPING AT SITE. ,HAND SINK HW CONNECTION NTS 12.20.13 PLUMB2.13-1 EXPOSED VENT PROVIDE LEAD SHEETING PIPE THRU ROOF AROUND EXPOSED VENT SHALL BE PVC. ABOVE FLASHING. TURN DOWN INTO PIPE OPENING. HEIGHT ABOVE ROOF CLAMP SHALL EXCEED LOCAL VENT FLASHING SHALL BE PER MAXIMUM SNOW DEPTH ROOF MANUFACTURER'S AND (CONTRACTOR SHALL ROOFING CONTRACTOR'S VERIFY), 12" MINIMUM. RECOMMENDATION, ROOF INSULATION ROOF. DECK CORE DRILL ROOF OR ANCHOR PIPE TO ROOF DECK PROVIDE SLEEVE IF WITH U-BOLT AROUND PIPE REQUIRED BY TYPE OF ROOF AND ANGLE IRON WELDED OR DECK. PROVIDE SCREWED TO ROOF DECK OR FIRE STOP SEAL BETWEEN JOIST. PIPE AND SLEEVE OR DECK. MINIMUM 12" BELOW ROOF PROVIDE PIPE INCREASER PIPE CONNECTORS SUITABLE IF/WHERE CODE REQUIRES A FOR TYPE OF PIPE USED MINIMUM 3" VENT THRU ROOF. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. EVENT THRU ROOF(VTR) NTS 06.01.07 L� Y � UQ :3Iw-, � x W . .................. a o v �m �w mF '►'' O m U i 0 ox u wo i =¢ w w w w OR O O DoLL v--i�-WW2zl-zZ. Iz- wQUO � W xZuu-Iffi � I-tq .W WOpOLL'Wp a ��ogw��Zopw O W.. rJa zaQ"r-a Woa E2OTm �< O�F_ z u) W Oawa F W LL W O al- J o v ul�U`O Wf" px0 ��LLzp�ozz�xzl z f- (7U(/jaenww=�OZa Z Ii Jn: 0t<Z� I-a0 -I0cLL0m0 aU zw n. �a��zwv�wwwoo�� omywomw-a-mpwog rnaazF-F'o� ow(L Hw pU�VO1d0trJ cn I=- O N ww0.' QFx- % O .J w O w r_ —D LL W W 2XX J_ O o ox ° (o n/ z w o' o LL 0 o co 0 = U) i v �J W N r m Z m O ISSUE BLOCK 1 3/06/14 PR#1 2 4/08/14 ADD#1 3 07/14/14 CCD #2 CHECKED BY: AI/LC DRAWN BY: JMH PROTO: XXX PROTO CYCLE: MMDDYY DOCUMENT DATE: 01/30/14 PLUMBING DETAILS SHEET: P2 'F SCHEDULE PLUMBING SCHEDULE PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK F uRE FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM iM`NECKVL NOTES CW HW WASTE VENT NUMBER SS1 SERVICE 3/4" 3/4" 3" 2" STERN- SB-800 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, 5. e B SINK WILLIAMS HOSE, BRACKET AND MOP HANGER. FIAT TSB-200, ACORN TSH-24 (TERRAZZO) FAUCET: CHICAGO 897-CP (DISCARD STANDARD SUPPLY ARMS &CONNECT (2) GCJKCP SUPPLY ARMS USING (2) 24" x 24" x 12" - 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 SS30 ACORNVAC -- — 3" 2" STERN- MTB-3624 REDUCED HEIGHT SERIES FOR USE WITH ACORNVAC MOP SINK WILLIAMS PLUMBING SYSTEM. FIAT TTB-3624 (TERRAZZO) MOP SINK ONLY, NO FAUCET REQUIRED ACORN TRH-362410 36" X 24" X 10" S1 SINK (LOUNGE) 1/2" 1/2" 2" 1 1/2" ELKAY LRAD3321 4 HOLES, DROP IN, 2.2 GPM FLOW RESTRICTOR, AERATOR C 2-COMPARTMENT AND HOSE SPRAY, 6 1/2" MAXIMUM DEPTH JUST DL-ADA-2133-A-GR, ARISTALINE (BY KINDRED) ALBD7506P-1 STAINLESS STEEL FAUCET LEAD FREE: ELKAY LK-1001, JUST J901, KOHLER K15072-P DRAIN: ELKAY LK-35, JUST JB-99, ARISTALINE (BY KINDRED 1130CNT-1 S2 SINK (PHARMACY) 1/2" 1/2" 2" 1 1/2" DAYTON D-12521 4 HOLES, 2.2 GPM FLOW RESTRIGTOR AND AERATOR C,D 1-COMPARTMENT BY ELKAY KOHLER K-3348 STAINLESS STEEL FAUCET LEAD FREE: ELKAY LK-1000, KOHLER K15071-P, DRAIN: ELKAY LK-35, KOHLER K8801 SINK VISION CENTER 1/2" 1/2" 1 1/2" 1 1/2" BY WAL-MART SINK AND FAUCET FURNISHED BY WAL-MART AND INSTALLED E SINK BY CONTRACTOR. COORDINATE PRIOR TO INSTALLATION. EW1 EYEWASH --- 1/2" 1 1/2" 1 1/4" BRADLEY S19-220 WALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED A (T) BRASS VALVE, YELLOW PLASTIC BOWL WITH DUST COVER, 304 SS HANDLE.. PROVIDE P-TRAP AND TAILPIECE WHERE APPLICABLE ON PLANS. SPEAKMAN SE-580, ENCON 01030401, GUARDIAN G1814P EW2 EYEWASH --- 1/2" 1 1/2" 1 114" BRADLEY S19-224-ADA WALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED A (T) BRASS VALVE, YELLOW PLASTIC BOWL WITH DUST COVER, 304 SS HANDLE. PROVIDE P-TRAP AND TAILPIECE WHERE APPLICABLE ON PLANS. SPEAKMAN SE-580-ADA PVB2 PRESSURE --- -- -- --- WATTS LF008PCQT LEAD FREE HIGH -HAZARD ANTI -SIPHON, ANTI -SPILL VACUUM BREAKER VACUUM BREAKER AND INLET AND OUTLET SHUT-OFF VALVES. CONFORM TO ASSE 1056. PVB30 PRESSURE --- --- --- -- WATTS LFN36N1 LEAD FREE BRASS WATER SERVICE VACUUM RELIEF VALVE VACUUM BREAKER OUTLET SHUT-OFF VALVES. CONFORM TO ASSE 1020 ZURN 12-VR10XL APOLLO 37-LF202-01 PRV WATER --- -- -- --- WATTS LF223 LEAD FREE BRONZE BODY VALVE WITH SHUT-OFF VALVES FOR SIZES PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM REGULATOR OPERATING PRESSURE OF 200 PSI. CONFORM TO ASSE 1003. WILKINS 500XL TMV THERMOSTATIC 3/4" 3/4" --- - - LAWLER 570 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL VALVE CHECK VALVES, LIMIT STOP SET AT 105 °F UNLESS NOTED OTHER- WISE. MINIMUM FLOW RATE 0.5 GPM. CONFORM TO ASSE 1017/1070. LEONARD 370-LF TMV30 THERMOSTATIC --- -- --- - -- LAWLER 802 . LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK VALVE STOPS WITH STRAINERS, AND LIMIT STOP SET, FIELD SET AT TEMPERATURE INDICATED ON PLAN. MIN FLOW RATE 2,0 GPM. CONFORM TO ASSE 1017. CONFORM M o __... LEONARD TM-186-5015-PRV ETMV EMERGENCY --- -- _ --- - - -- o�E.-50'r BRADLEY :�s.zoo S19-2000 HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, THERMOSTATIC BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL CHECK MIXING .RsoP SE.A.�.. STOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65° F. �...� VALVE MINIMUM FLOW RATE 1.0 GPM. LEONARD TA-300, POWERS ES150 ETMV2 EMERGENCY --- -- — -- BRADLEY S19-2100 HEAVY CAST BRONZE BODY VALVE, ROUGH. BRONZE FINISH, THERMOSTATIC BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL CHECK MIXING STOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65°F VALVE MINIMUM FLOW RATE 2.0 GPM. POWERS ES-P-ETV200 HR1 HOSE REEL 1i2" COX REEELS / REELGRAFT / SELF -RETRACTING OPEN REEL WITH 50' 1/2" ID YELLOW WATER HOSE. C C R-0426-1 7 850- O P L-S W 57 8 (800) 269-7335 (800) 444-3134 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. , 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; - P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME -PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. - SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. - STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES:. A. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. B. INSTALL MOP SINK FAUCET AT 32" AFF AND LOCATE TWO MOP HANGER BRACKETS SIDE BY SIDE NEAR MOP SINK. C. INSTALL FURNISHED TMV UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 120° F. D. TRIM WITH OFFSET TAILPIECE., 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. HOLD ALL EXPOSED PIPING HIGH AS POSSIBLE. E. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. 11.22.13 PUMP SCHCDU�E ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED B Y OWNER AND INSTALLED B Y CONTRACTOR. REFER TO SPECIFICATIONS. MARK SERVICE MANUFACTURER MODEL HP V/PH/HL GPM HEAD NOTES P11 WASTE PUMP WITH (EYEWASH) BASIN LITTLE GIANT VCL-45ULS 1/5 120/1/60 4 25 FT PROVIDE PUMP WITH AND CHECK VALVE 1 GALLON BASIN WITH 2 1-1/8" DIAMETER INLET- OPENINGS, INTEGRAL FLOAT ON DISCHARGE. SWITCHES, 6' POWER CORD, 12.20.13 z O C0 w 0 z w vi w Q 0 EQUIVALENT NOMINAL PIPE SIZES EQUIVALENT NOMINALPIPESIZES PLAN SIZE (COPPER) AQUATHERM HOT WATER AQUATHERM COLD WATER PEX 1/2" 1/2" 1/2" 1/2" 3/4" 314" 3/4" 1" 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/2" 1 1/2" 2" 1 1/2" 2" 2" 2 1/2" 2" NA 2 1/2" 3" 2 1/2" NA 3" 3 1/2" 3" NA 4" 6" 4" NA NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS. 12.12.13 TOILET FIXTURE SCHEDULE TOILET PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK FIXTURE FUCTURE BRANCH SIZES MIN.} MANUFACTURER CATALOG �M TRIM NOTES CW HW WASTE VENT NUMBER WC1 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705EN FLUSH VALVE: TOTO TET1LN32#CP-WR - 1.28 GPF SENSOR OPERATED {FLOOR MOUNT) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WC2 WATER CLOSET 1 1/4" — 4' 2" TOTO CT705ELN D HANDICAPPED CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-252, (FLOOR MOUNT) WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC3 WATER CLOSET 1 1/4" -- 4" 2" TOTO CT708E FLUSH VALVE: TOTO TET1 LN32�P-WR - 1.28 GPF SENSOR OPERATED WALL MOUNT SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. WC4 WATER CLOSET D HANDICAPPED ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C (WALL MOUNT) WC5 WATER CLOSET 1 1/4" — 4" 2" KOHLER K-4321 FLUSH VALVE: TOTO TET1 LN32#CP-WR - 1.28 GPF SENSOR OPERATED {KINDERGARTEN) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND (FLOOR MOUNT) VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. SEAT: BENEKE 323-5, COMFORTSEATS C100BBCAM, SEAT (FOR KOHLER): KOHLER K-4686-A. CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC6 WATER CLOSET 1 1!4" -- 4" 2" TOTO CT708E FLUSH VALVE: TOTO TMT1LN32�CP-WR - 1.28 GPF MANUAL OPERATED D HANDICAPPED WITH VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP, (WALL MOUNT) TECHNICAL CONCEPTS 402059 AUTOFl.USH CLAMP SENSOR OPERATED, BATTERY POWERED AUTOMATIC FLUSH ACCESSORY WITH #401980 TOTO ADAPTOR KIT. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WC7 WATER CLOSET 1 1/4" -- 4" 2" TOTO CT705ELN FLUSH VALVE: TOTO TMTi LN32#CP-WR - 1.28 GPF MANUAL OPERATED D HANDICAPPED WITH VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP, {FLOOR MOUNT) TECHNICAL CONCEPTS 402059 AUTOFLUSH CLAMP SENSOR OPERATED, BATTERY POWERED AUTOMATIC FLUSH ACCESSORY WITH #401980 TOTO ADAPTOR KIT. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC30 WATER 1/2" — 4" 2" TOTO CST744E 1.28 GPF FLUSH TANK W/ LOCKING COVER CLOSET ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-C1.4, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR WC31 WATER 1/2" _ 4" 2" .00 TOTO o:.�«E� CST744EL CLOSET snE�.a�oEoxosE, BOLTS. SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE, HANDICAPPED 1/4 TURN BALL VALVE STOP. CC1 WATER CLOSET -- — 4" 2" JOSAM 12694 ADJUSTABLE COATED CAST IRON SHORT BARREL 4" NO HUB A WADE 310ND CARRIER FITTING WITH 2" NO HUB VENT, ABS EXTENSION WITH TEST CAP, DOUBLE CHROME PLATED HARDWARE, NEOPRENE FITTING AND FIXTURE HORIZONTAL GASKETS, AND HUSKY SD4000 COUPLINGS. CC1H CC1 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A CC2 WATER CLOSET -- --- 4" 2" JOSAM 12684 ADJUSTABLE COATED CAST IRON SHORT BARREL 4" NO HUB FITTING A WADE 310NR-UA (RIGHT) CARRIER WITH 2" NO HUB VENT, FACTORY -TAPPED 2" NO HUB URINAL SINGLE HORIZONTAL CONNECTION, ABS EXTENSION WITH TEST CAP, CHROME PLATED HARDWARE, NEOPRENE FITTING AND FIXTURE GASKETS, AND HUSKY CC3 --- - 4" 2" JOSAM 12674 WADE 310NL-UA (LEFT) SD4000 COUPLINGS. FLOW DIRECTION (RIGHT OR LEFT) IS FROM SEATED FIXTURE USER'S POINT OF REFERENCE. CC2H CC2 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A CC3H CC3 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A UR1 URINAL 3/4" -- 2" 1 1/2" ZURN Z5798 HIGH EFFICIENCY URINAL (HEU) SYSTEM: CHINA URINAL AND 0.125 GPF E AMERIGAN STANDARD 6590.525 TURBINE OR BATTERY POWERED, WALL MOUNTED SENSOR OPERATED FLUSH VALVE WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET UR2 URINAL TOTO UT105U HANDICAPPED SCREW ESCUTCHEON AND STOP CAP. TEU1UN12#GP UC1 URINAL CARRIER --- -- -- --- JOSAM 17560-UR FLOOR MOUNTED WITH HANGER AND BEARING PLATES, WELDED A WADE 400,AM11 FEET, ADJUSTABLE SUPPORTING RODS, STRUCTURAL UPRIGHTS, AND CHROME PLATED TRIM. L1 LAVATORY -- 1/2" 1 1/2" 1 1/2" KOHLER K-2005 FAUCET: TOTO TEL3LS-10 - 0:5 GPM SENSOR OPERATED SELF- A AMERIGAN 0355.012 (T) GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER STANDARD PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, TOTO LT307.4 STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L2. L2 LAVATORY 1/2" 112" 1 1J2" 1 1/2" KOHLER K-2005 A,B AMERIGAN 0355.012 CARRIER: JOSAM 17100, WADE W-520. STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 TOTO LT307.4 L2 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 105°F. L30 LAVATORY DECK --- 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-3 BRADLEY: WALL MOUNTED, ONE PIECE OMNIDECK (COLOR: SIENNA RIDGE), LEVANTINA Q3680 3-BOWL (1, T) CENTERSHANK FAUCET DRILLING, UNDERMOUNT 17" DlA. CHINA BOWL(S), CHROME -PLATED BRASS P-TRAP, CONTINUOUS WASTE, (1) THERMOSTATIC MIXING VALVE PER DECK (SET TO 105°F, NOT REQUIRED FOR L30, L32, L34, L31 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1!2" BRADLEY LD-4020-3 LEVANTINA Q3680 3-BOWL (1) (1) L36), STOPS, SUPPLIES, STAINLESS STEEL APRON, TRAP ENCLOSURE. LEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (COLOR: L32 LAVATORY DECK — 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-1 LEVANTINA Q1680 1-BOWL (T) 680 TUSCANY CANYON), MANSFIELD 216NS UNDERMOUNT 17" DIA. CHINA BOWL(S), ACORN STAINLESS STEEL APRON: AP-3, 3 BOWL; AP-1, 1 BOWL; AP-2, 2 BOWL, CONTINUOUS WASTE PIPING AND P-TRAP; L33 LAVATORY DECK 1!2" 1/2" 1 1/2" 1 1J2" BRADLEY LD-4020-1 LEVANTINA Q1680 1-BOWL (1) THERMOSTATIC MIXING VALVE PER DECK (SET TO 105°F, NOT REQUIRED FOR L30, L32, L34, L36), STOPS, STAINLESS STEEL BRAIDED SUPPLY HOSES AND FITTINGS AS REQUIRED. L34 LAVATORY DECK --- 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-2 LEVANTINA Q2680 2-BOWL (1, T) PROVIDE ONE FAUCET PER BOWL: TOTO TEL3LS-10 0.5 GPM SENSOR OPERATED, SELF -GENERATING POWER SYSTEM, STANDARD SPOUT, L35 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-2 LEVANTINA Q2680 2-BOWL (1) (1) NO COVER PLATE. PROVIDE GRID STRAINERS FOR EACH BOWL AND ESCUTCHEONS FOR L36 LAVATORY DECK --- 1/2" 1 1/2" 1 1I2" LEVANTINA Q3680M1 3-BOWL (1,T) WATER AND DRAIN PIPE WALL PENETRATIONS. CHAMFERED CORNER L31, L33, L35, L37 ASSE 1070 THERMOSTATIC MIXING VALVE: L37 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINA Q3680M1 3-BOWL (1) (1) ZURN ZW3870 XLT SET TO 105°F. CHAMFERED CORNER L38 LAVATORY — 1/2" 1 1f2" 1 1/2" AMERIGAN 0321.075 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A (ADA). (T) STANDARD GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER. PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L39. L39 LAVATORY 1/2" 4/2" 1 1/2" 1 1/2" AMERIGAN 0321.075 A,B CARRIER: JOSAM 17100, WADE W-520. (ADA) STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 L39 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 105°F. EWC1 ELECTRIC WATER 1/2" --- 1 1/2" 1 1/4" OASIS PGBAC STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH A COOLER BARS, LEAD FREE, WATER SAVER BUBBLER WITH FLEXIBLE BUBBLER HALSEY HAC8FS-Q-ADA (SINGLE) GUARD (FOR HALSEY TAYLOR - SMARTFLOW BUBBLER KIT), STOP VALVE, TAYLOR 3/8"x1/2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM 17560-WC, WADE 400-AM11 EWC2 ELECTRIC WATER 1/2" — 1 1/2" 1 1/4" OASIS PG8ACSL STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH BARS, A,C COOLER MATCHING UPPER UNIT APRON, LEAD FREE, WATER SAVER BUBBLER HALSEY HAC8FSBL-Q-ADA (SPLIT-LEVEL) WITH FLEXIBLE BUBBLER GUARD (FOR HALSEY TAYLOR - SMARTFLOW TAYLOR OR SMARTFLOW BUBBLER KIT), HAC8FSBLR-Q-ADA STOP, 3/8"x1i2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM 17560-WCBL, WADE 440-AM11 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; - P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME -PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. - SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. - STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES: A. INSTALL FURNISHED 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE -ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS. B. INSTALL FURNISHED THERMOSTATIC MIXING VALVE. C. REFERENCE ARCHITECTURAL DRAWINGS FOR EWC2 ORIENTATION. D. COORDINATE WATER ROUGH -IN HEIGHT FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH GRAB BAR LOCATION. REF ARCH. E. 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