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Home My WebLink AboutPlansv PROJECT DIRECTORY OWNER SPRING BORN INC. - 2000 BROADWAY, SUITE 203, SAN FRANCISCO, CA 94115 CONTACT: CHARLES BARR PH: 970-377.76DO EM: CHARLES@CHARLESBARR.NET CONTRACTOR MUSICK BUILT, LTD 7440 DEXTER STREET COMMERCE CITY, CO 80022 CONTACT: [AN MUSICK 720-620-1177 IANMUSICK@MSN.COM STRUCTURAL & CIVIL ENGINEER SGM INC 103 WEST TOMICHI AVENUE, SUITE A, GUNNISON, CO 80123 CONTACT: JERRY BURGESS 970-707-8152 JERRYB@SGM-INC.COM ARCHITECT KDA Inc 417 MONUMENT RD GRAND JUNCTION, CO 81507 CONTACT: ERIC KRAAI 970-640-7898 ERIC@KRAAI DES IG N.CO M MECHANICAL & PLUMBING ENGINEER BG BUILDINGWORKS, INC. 1626 COLE BLVD., STE. 300 LAKEWOOD, CO 80401 CONTACT: WESLEY PLOOF 303.278.3820 WGPLOOF@BGBUILDI NGWORKS.COM ELECTRICAL ENGINEER BG BUILDINGWORKS, INC. 1626 COLE BLVD., STE. 300 LAKEWOOD, CO 80401 CONTACT: EMILY ROYAL 303.278.3820 EMROYAL@BGBUI LDINGWORKS.COM TECHNICAL BUILDING DESIGN/FAB'N RIGID GLOBAL BUILDINGS 18933 ALDINE WESTFIELD HOUSTON, TX 77073 CONTACT: NASH CABANTING 281-443-9065 NASH.CABANTING@RIGIDBUI LDING.COM GREENHOUSE DESIGN/FABRICATION NEXUS CORPORATION 10983 LEROY DRIVE NORTHGLENN, CO 80233 CONTACT: STEVEN ELLIOTT 303-457-9199 STEVENE@NEXUSCORP.COM PROJECT SITE s a Silt Alain St Tlf I�AJ J DRAWING INDEX NO. TITLE W N � N Ln M W C IL T-1.00 COVER SHEET X - ARCHITECTURE - - A-0.1 LIFE SAFETY X - A-0.2 LIFE SAFETY X - A-0.3 WALL TYPES/ABUTMENT DETAILS/ABBREVIATIONS/SYMBOLS X - A-1.00 OVERALL PLAN X - A-1.10 TECHNICAL BUILDING: SOUTHSIDE / SHIPPING X - A-I.I I TECHNICAL BUILDING: NORTHSIDE / RECEIVING X - A-1.12 TECHNICAL BUILDING: SECOND FLOOR LEVELS X - A-1.13 REFLECTED CEILING PLAN X - A-1.20 TECHNICAL BUILDING: ENLARGED PLANS X - A-3.00 OVERALL ELEVATIONS X - A-3.01 NORTH ELEVATION X - A-3.02 WEST ELEVATIONS X - A-3.03 SOUTH ELEVATION X - A-3.04 EAST ELEVATION X - A-3.09 SECTION & DETAILS X - A-3.10 SECTION X - A-3.1 1 SECTION & DETAIL X - A-3.12 SECTION & NOTES X - A3.13 DETAILS X - A-5.00 WINDOW AND DOOR SCHEDULES X - A-5.09 INTERIOR ELEVATION X - A-5.10 INTERIOR ELEVATIONS X - A-5.1 I CASEWORK SECTIONS X - A-6.10 ADA DETAILS X - STRUCTURE SOA GENERAL NOTES X - SIA TECH BUILDING FOUNDATION PLAN (1) X _ S1.2 TECH BUILDING FOUNDATION PLAN (2) x _ S1.3 GREENHOUSE FOUNDATION PLAN (1) x _ SIA GREENHOUSE FOUNDATION PLAN (2) X _ SLS GREENHOUSE FOUNDATION PLAN (3) X _ S LIS GREENHOUSE FOUNDATION PLAN (4) X _ SSA FOUNDATION DETAILS X - S5.2 FOUNDATION DETAILS X - S5.3 FOUNDATION DETAILS X - TECHNICAL BUILDING STRUCTURE CI COVER AND NOTES X - C2 COVER AND NOTES X - E01 ROOF FRAMING X - E02 ROOF SHEETING X - E03 SIDEWALL FRAMING AND SHEETING X - E04 SIDEWALL FRAMING AND SHEETING X - E05 ENDWALL FRAMING AND SHEETING X - E06 ENDWALL FRAMING AND SHEETING X - E07 RIGID FRAME ELEVATION X - E08 RIGID FRAME ELEVATION X - E09 RIGID FRAME ELEVATION X - E10 RIGID FRAME ELEVATION X - Ell RIGID FRAME ELEVATION X - E12 RIGID FRAME ELEVATION X - E13 RIGID FRAME ELEVATION X - E14 RIGID FRAME ELEVATION X - EIS RIGID FRAME ELEVATION X - E16 SECOND FLOOR FRAMING PLAN X - E17 STAIR DETAIL X - E18 DETAIL DRAWINGS X - E19 DETAIL DRAWINGS X - F01 COLUMN LAYOUT PLAN X - F02 ANCHOR BOLT AND BASE PLATE DETAIL X - F03 REACTIONS X - F04 REACTIONS X - GREENHOUSE STRUCTURE - - GH-0.0 TITLE PAGE X - GH-1.0 COLUMN & BASE PLATE LAYOUT, BASE PLATE DETAILS X - GH-I.I ROOF PLAN X - GBI EQUIPMENT LAYOUT & DOOR SCHEDULE X - GH-3.0 GABLE END & PARTITION ELEVATIONS (GLAZING ONLY) X _ GH-3.1 GABLE END & PARTITION ELEVATIONS (GLAZING ONLY) x _ GH-3.2 SECTION ELEVATIONS (GLAZING ONLY) x GH-3.3 SIDE, SECTION & PARTITION ELEVATIONS (GLAZING ONLY) x _ GH-4.0 8mm POLYCARBONATE ROOF GLAZING DETAILS X - GH-4.1 CORRUGATED ROOF GLAZING DETAILS X - GH4.2 8mm SIDE AND END GLAZING DETAILS X - DRAWING INDEX (CONTINUED) NO. TITLE H a vi nF- r4 N Uj CIVIL X - CO.0 GENERAL NOTES EXISTING CONDITIONS MAP C1.0 X - C2.0 OVERALL SITE PLAN X - C3.0 OVERALL SITE LAYOUT X X - - C4.0 STA. 0+00 TO STA. 10+80 05.0 STA. 10+80 TO STA. 15+00.34 X - C6.0 GENERAL CIVIL DETAILS X - C7.0 OVERALL UTILITY PLAN X - C8.0 GRADING & DRAINAGE PLAN X - C9.0 DETAILED GRADING X - C10.0 STORMWATER PLAN & PROFILE STA. 50+00.00 TO STA. 54+90.00 X - C 11.0 STORMWATER PLAN & PROFILE STA. 54+90.00 TO STA. 59+53.05 X - C12.0 STORMWATER PLAN & PROFILE STA. 60+00.00 TO STA. 64+90.00 X - C 13.0 STORMWATER PLAN & PROFILE STA. 70+00.00 TO STA 73+80.00 X - C14.0 UTILITY DETAILS X - CIS.O UTILITY DETAILS (CON'T) X _ C16.0 STORMWATER MANAGEMENT PLAN X - C17.0 SWMP DETAILS X - CI8.0 REVEGETATION & LANDSCAPING PLAN X - C19.0 OWTS PLAN X - C20.0 OWTS DETAILS X - MECHANICAL ELECTRICAL AND PLUMBING - MPO.0 MECHANICAL / PLUMBING COVER SHEET X - MP0.1 MECHANICAL / PLUMBING SPECIFICATIONS X - MPLO MECHANICAL / PLUMBING SITE PLAN X - Mo. 1 MECHANICAL SCHEDULES X - M2.1 TECHNICAL BUILDING: SOUTHSIDE / SHIPPING MECHANICAL PLAN X - M2.2 TECHNICAL BUILDING: NORTHSIDE / RECEIVING MECHANICAL PLAN X - M2.3 TECHNICAL BUILDING: SECOND FLOOR LEVEL MECHANICAL PLANS X - M2.4 PHASE I GREENHOUSE MECHANICAL PLAN - M2.5 ENLARGED MECHANICAL ROOM PLAN - M4.1 MECHANICAL DIAGRAMS - - - M4.2 MECHANICAL CONTROLS - PO.1 PLUMBING SCHEDULES Ix - P2.1 TECHNICAL BUILDING: SOUTHSIDE / SHIPPING PLUMBING PLAN - P2.2 TECHNICAL BUILDING: NORTHSIDE I RECEIVING PLUMBING PLAN P2.3 TECHNICAL BUILDING: SECOND FLOOR LEVEL PLUMBING PLANS P2.4 PHASE I GREENHOUSE PLUMBING PLAN P2.5 ENLARGED PLUMBING PLANS - P4.1 PLUMBING DIAGRAMS X - - P4.2 PLUMBING DIAGRAMS X - P4.3 PLUMBING DIAGRAMS X - P4.4 PLUMBING DIAGRAMS X - EO.0 ELECTRICAL COVER SHEET X - EO.1 ELECTRICAL ONE -LINE DIAGRAM AND SCHEDULES X - EO.2 ELECTRICAL SCHEDULES X - EO.3 ELECTRICAL SCHEDULES X - EO.4 ELECTRICAL SPECIFICATIONS X - E 1.0 ELECTRICAL SITE PLAN X - E2.1 TECHNICAL BUILDING: SOUTHSIDE / SHIPPING POWER PLAN X - E2.2 TECHNICAL BUILDING: NORTHSIDE / RECEIVING POWER PLAN X - E2.3 TECHNICAL BUILDING: SECOND FLOOR LEVEL POWER PLANS X - E2.4 PHASE I GREENHOUSE POWER PLAN X - E3.1 TECHNICAL BUILDING: SOUTHSIDE / SHIPPING LIGHTING RCP X - E3.2 TECHNICAL BUILDING: NORTHSIDE / RECEIVING LIGHTING RCP X - E3.3 TECHNICAL BUILDING: SECOND FLOOR LEVEL LIGHTING RCP'S X - E3.4 PHASE I GREENHOUSE LIGHTING RCP X - ES.O ELECTRICAL SCHEDULES X - ES. 1 ELECTRICAL SCHEDULES X - STRAIGHT -SHAFT, DRILLED PIER FOUNDATION: STRAIGHT -SHAFT, DRILLED PIER FOUNDATION SHALL FOLLOW RECOMMENDATIONS CONTAINED IN GEOTECHNICAL REPORT. SOILS ENGINEER OF RECORD TO BE PRESENT ATJOB SITE DURING PIER DRILLING TO VERIFY THAT BEARING STRATA HAS BEEN REACHED AND MINIMUM REQUIREMENTS CONTAINED IN REPORT HAVE BEEN MET. PROVIDE SOILS ENGINEER'S SEALED APPROVAL REPORT FOR CONCRETE PIER FOOTINGS AT FOUNDATION INSPECTION. HELICAL PIER DEEP FOUNDATION: HELICAL PIER FOUNDATION SHALL FOLLOW RECOMMENDATIONS CONTAINED IN GEOTECHNICAL REPORT. SOILS ENGINEER OF RECORD TO BE PRESENT AT JOB SITE DURING PIER DRILLING TO VERIFY THAT BEARING STRATA HAS BEEN REACHED AND MINIMUM REQUIREMENTS CONTAINED IN REPORT HAVE BEEN MET. PROVIDE ENGINEER'S SEALED APPROVAL REPORT FOR CONCRETE PIER FOOTINGS AT FOUNDATION INSPECTION. AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED AT THE "TECHNICAL BUILDING" PER I.B.C. REQUIREMENTS. CONTACT LOCAL FIRE DISTRICT FOR REVIEW OF FIRE SPRINKLER SYSTEM AND ALL OTHER APPLICABLE I.F.C. REQUIREMENTS. FIRE DISTRICT TO PROVIDE SIGN -OFF AT FRAME INSPECTION, AND FINAL REPORT/SIGN-OFF IS REQUIRLD PRIOR TO .FINAL BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY. GENERAL NOTES: 1. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY AU_ EXISTING PROTECT CONDITIONS, INCLUDING DIMENSIONS AND HI FY LOC.AILONS AND UTILITY SIZES. FIELD CONFIRMATION OF DISCREPANCIES SHALL BE RECORDED ON A REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT FOR PROJECT RECORD, COORDINATION, AND NECESSARY RESOLUTION PRIOR TO CONTINUING WITH WORK, CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND MATERIALS - INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES; DO NOT SCALE DRAWINGS TO DETERRIKE ANY LOCATIONS, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANC'TS, PRIOR TO CONTINUING WITH WORK. ALL DIMENSIONS ON PLANS ARE TO CENTERLINE OF WALLS AND COLUMNS, AND FACE OF FINISH (FO-) OR FACE OF MASONRY (TOM), UNLESS NOTED OTHERWISE. 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL APPLICABLE BUILDING CODES, REFER TO PROJECT DATA, THE AMERICANS WITH DISABILITIES ACT, AS WELT- AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES. J. CONTRACTOR SHALL REPORT TO THE OWNER ANY ERRORS, OMISSIONS, CID IN HE MAY DISCOVER ON THE SPECIFICATIONS OR DRAWINGS. - - �ONTRACTOR IS RESPONSIBLE FOR CORRECTING AFT EC G ANY ERROR ER THE S ART 0- CONSTRUCTION, WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF HE OWNER A'THE CONTRACTOR'S EXPENSE THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE OWNER. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER AND SECURED BY THE GENERAL CONTRACTOR. ALL OTHERREQUIRED PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY AND COUNTY LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL TRADES. ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'S COMPENSA71ON ON FILE WITH THE APPROPRIATE AGENCIES, INSURANCE REQUIREMENT MUST BE MET PER LEASE AGREEMENT 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING TTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK. 6. CONTRACTOR SHALL PROVIDE TEMPORARY FIELD OFFICE, TE-EPHONES, FAX MACHINE, TEMPORARY SECURITY FENCE, WATER, POWER, AND TOILET FACILITIES. CQORDINA-E LOCATIONS VVIFF ALL APPROPRIATE AGENCIES. FIELD CFFICE SHALL ALSO CONTAIN CURRENT COPIES OF ALL GOVERNING BUILDING CODES AND AMENDMENTS. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE (1) COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB �S IN PROGRESS UNTIL WORK IS COMPLETE 9. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A C EAN AND ORDERL" MANNER. ALL DEBPIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN BROOM -CLEAN CONDITION AT ALL TIMES. CONTRACTOR SHALL LOCATE AND MAINTAIN A TRASH BIN AT THE SITE. SUCH BIN SHALL BE OF ADEQUATE DIMENSION TO KEEP SITE CLEAN AT ALL TMFS, DUST RESULTING FROM SALVAGE, DEMOLITION AND REMOVAL WORK SHALL BE CONTROLLED TO PREVENT THE IMPOSITION OF A NUISANCE OR HAZARDOUS CONDITION TO THE ADJOINING PORTION OF THE PROJECT. THE USE 0- WATER WILL NOT BE PERMITTED WHEN SUCH USE WOULD RESULT IN HAZARDOUS, OR OTHERWISE OBJECTIONABLE CONDITIONS. 10, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE WITH N L APPLICABLE BUILDING CODES. 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE_ THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES, CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL INTEGRITY OF THE BUILDING. AU_ DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND BY METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. 12, INTERIOR WALL AND CEILING FINISHES FOR DINING, AND WAITING AREAS SHALL NOT EXCEED FLAME SPREAD CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES, 13. NO STRUCTURAL MEMBERS SHALL BE CUT TO ACCEPT PIPES, VENTS, DUCTS, OR OTHER PENETRATIONS, EXCEPT AS DETAILED OR SPECIFIED FEREIN. 14 GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM 00 AL- LOCAL GOVERNING BUILDING CODES AND ORDINANCES. 15. ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AS WELL AS TIE U.S. CONSUMER PRODUCT SAFETY COMMISSION, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FIR, 13516 TITLE NO, 16, CHAPTER 11, PART 1201). 16- CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF LOCAL HEALTH DEPARTMENT AND THE TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REMEDY, REPAIR, OR REPLACE ANY FAULTY, IMPROPER OR INFERIOR WORKMANSHIP OR MATERIALS AND ANY RELATED DAMAGE CAUSED BY THESE WHICH SHALL APPEAR WITHIN ONE (1) YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. REFER TO SPECIFICATIONS FOR WARRANTY REQUIREMENTS IN EXCESS OF ONE (1) YEAR. IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH OWNER A WRITTEN GUARANTEE AGAINST LATEEN- AND PATENT DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR. GUARANTEE SHALL INCLUDE REPAIR, DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT PROVIDED. 18, PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND OTHER ACCESSORIES, APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD N ' DEPARTMENT DATE 5 ZO BY%/GV� FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of 19, AL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO THE REOIJIREVENTS OF ALL THE LEGALLY CONSTITUTED AUTHORITIES HAVING JUR SUCTION. 20, AL EQUIPMENT ON 7HE FOOD SERVICE DRAWINGS IS TO BE EXCLUDED FROM T'-IE GENERAL CONTRACT UNLESS OTHERWISE STATED. BACKING, ROUGH -INS, AND FINAL HOOK-UPS ARE A PART OF THE GENERAL CONTRACT. ALL DL H I -VG FIXTURE VACUUM BREAKERS NECESSARY, PER LOCAL CODE REO REMENTS, ARE TO BE SUPPLIED WITH KITCHEN EQUIPMENT. ELECTRICAL CONNE"It ONS AND DISCONNECTS NECESSARY TO MEET LOCAL CODE REW REMENTS WILL BE SUPPLIED WITH KITCHEN EQUIPMENT WITH FINAL HOCK -UPS ONLY EY CONTRACTOR, 21- CONTRACTOR SHA'_L PROVIDE BACKING FOR SUPPORT OF ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS TABLE BRACKETS, LIGHT FIXTURES, ARTIFACTS, SHFIUIDG, EQUIPMENT, AND TELEVISIONS. COORDINATE LOCATIONS AND REQUIREM NTS WITH THE PLUMBING, MECHANICAL, ELECTRICAL, AND FOOD SERVICE DRAWNGS AS WELL AS 'INTERIOR DESIGN CONSUL7AN- AND OWNER. 22. CONTRA --OR SHA_I- VERIFY LOCATIONS OF FOOD SERVICE EQUIPMENT AND CC-1LOCATIOKS OF FLOOR SINKS, FLOOR DRAINS, TROUGH DRAINS, SLAB EPRESSIONJ, RAISED CURBS, ELECTRICAL STUB -CUTS, PLUMBING STUB CUTS, AND 'L. OTHER WORK UNDER THE SCOPE OF RESPONSIBILITIES RE A ED 70 THIS EQUIPMENT REFER TO THE FOOD SERVICE DRAWINGS FOR ADDTIONAL INFCRVATLCN. � c n �,. PROVIDE . TTI� L � CONFORMANCE DRAFT STOP' r.P�D VENTILATION ILATIONI IN �ONFOKMAIJ„E WITH ALL APPLICABLE BUILDING CODES- 24. A+L PANT COLOR AND/OR MATERIAL TRANSITIONS ARE TO OCCUR AT INSIDE CORNERS (UNLESS NOTED OTEERWISE). 25. COMPLETE S-HOP DRAWINGS AND EQUIPMENT SUBMITTALS SHALL BE PROVIDED TO THE ARCHITECT FOR REVIEW AND COMMENT PRIOR TO FABRICATION OR ORDERING OF ANY EQUIPMENT, FIXTURES, MATERIALS, 'OR ASSEMBLIES. OWNER'S REPRESENTATIVE OR ARCHITECT WILL REVIEW' AND COMVENT ON ALL SHOP DRAWINGS AND SAUPLES FOR CONFORMANCE WITH THE DESIGN INTENT OF THE PROJECT ONLY. THE APPROVAL OF A SINGLE COMPONENT SHALL NOT INDCATE THE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. AL SHOP DRAWINCS AND SUBMITTALS SHALL BE ROUTED THROUGH THE CONTRACTOR. NO DOCUMENTS SHAL_ BE SUBMI ED DIRECTLY TO THE ARCHITECT, OR TO THE ARCHITECT'S CONSULTANTS. SUBMIT ALL SHOP DRAWINGS IN THE FORM OF III- (1) 30" X 42" TRANSPARENCY (SEPA) GE EACH SHEET. BLUELINES OP EJACKLINES ARE NOT ACCEPTABLE WHEN SHOP DROINGS INVOLVE MANUFAC UR-IT'S DATA OR MATERIAL LIST, SUBM;T A MINIMUM OF FIVE (5) COPIES FCP PEVfW AND COMMENT. 26, EXTERIOR OPENINGS SHAL COMPLY WITH ALL SECURITY REQUIREMENTS AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES. 27. ACCURATE AS -BUILT DRAWINGS SHALL BE GENERATED BY CONTRACTOR DURIl CONSTRUCTION AND SUBMITTED TO OWNER UPON COMPLETION OF FINAL PUNCH LIST, BUT PRIOR TO REQUEST FOR FINAL PAYMENT, WITHIN TWO WEEKS AFTER C.O. IS ACQUIREC. 28, FOUR (4) SETS OF EQUIPMENT OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED TO -HE OWNER UPON COMPLETION OF PROJEC BUT PRIOR TO REQUEST FOR FINA'_ PAYMENT. WITHIN TWO WEEKS AFTER C.O. IS ACQUIRED. 29. CONTRACTOR SHALL NOT ALLOW ANY PERSON TO DESCEND INTO ANY TRENCH OR HOLE, OR MEAT-- ANY SUCH EXCAVATIONS, WITHOUT THE PRIOR APPROVAL OF BUILDING DEPARTMENT AS WELL AS ALL OTHER AGENCIES HAVING JURISDICTION. 32. VERIFY FIR- EXTINGUISHER REQUIREMENTS AND LOCATIONS WITH FIRE MARSHAL AND OIANER'S REPRESENTATIVE. 31. CONTRACTOR SHALL SEAL ALL GAPS, HOLES, AND CRACKS IN BUILDING CDPSTRUCTION AS REQUIRED TO CONTROL INFILTRATION OF INSECTS. 32. CONTRACTOR SHAL INSTRUCT SUBCONTRACTORS TO CAREFULLY REVIEW 7HE CONSTRUCTION WCUMEN-S IN THEIR ENTIRETY. INFORMATION REGARDING COMPLETE WORK OF SPECIFIC TRADES AND SUB -TRADES IS DISPERSED THROUGHOUT THE DRAWINGS AND SPECIFICATIONS AND CANNOT BE DETERMINED B" REFERENCE TO ANYTHING OTHER THAN COMPLETE SETS OF DOCUMENTS. 33, NOTHING IN THESE DOCUMENTS IS TO BE INTERPRETFD AS RELIEVING THE CONTRACTOR OF SOLE RESPONSIBILITY FOR THE METHODS AND MEANS OF CONSTRUCTION, AS WELL AS SAFETY AT THE JOB SITE. 34. THE LIFE SAFETY INSPECTOR WILL MAKE FINAL DETEAMATION OF FIRE LANES BEFORE FINAL INSPECTION IS MADE. SEE SITE PLAN -OR P,EQUIREI� NTS. ft I A 1/l /I as Ak6hoif- to PIOW3 Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. ❑Ia I KRAADESIGN ARCHITECTURE 417 MONUMENT ROAD, SUITE 7 GRAND JUNCTION, CO 81507 T: 970.712.5045 / �pI CO�0� 0 ERIC T. KRAAI 401684 Z 0 m (D REVISION: O n O O U J M NO. DATE BY DESCRIPTION - 413-20 EK ADDENDUM 4 CONSTRUCTION DOCUMENTS PROJECT NO: 20I SHEET NAME: COVER SHEET DATE: 04/13/20 SHEET TI 000 SCALE: AS NOTED CODE IN USE: CHAPTER 6 - TYPES OF CONSTRUCTION: 2015INTERNATIONAL BUILDING CODE (IBC) 2015INTERNATIONAL MECHANICAL CODE (IMC) FIRE RESISTANCE FOR BUILDING ELEMENTS: 2015INTERNATIONAL PLUMBING CODE (IPC) (TABLE 601) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) STRUCTURAL EXT WALLS EXT WALLS INT WALLS 2015 INTERNATIONAL ENERGY CONSERVATION CODE FRAME BEARING NON -BEARING BEARING 2009 ANSI A117.1 0 0 0 0 CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION: NAME ITOTAL GSF (OCCUPANCY TYPE (USE GREENHOUSE 120,960 Sq. Ft. U GREENHOUSE TECHNICAL BUILDING 32,928 Sq. Ft. F-2 PROCESSING OFFICE 2,250Sq.Ft. B OFFICE MECHANICAL 2,130 Sq, Ft. S-1 EQUIPMENT CHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTION: STORAGE 4,148 Sq. FL S-2 REFRIGERATION INT WALLS ROOF NON -BEARING ROOF 0 0 EXTERIOR WALLS (SECTION 705.5) No FLOOR & ROOF ASSEMBLIES (SECTION 711) No 2ND FLOOR OFFICE 2,609 Sq. Ft. B OFFICE "EIREWALLS( AREASEPARATtON)(SECTION ) Yes, 2HOURS j VERTICAL OPENINGS (SECTION 712) No =FIRE BARRIERS (FIRE AREA SEPARATION) (SECTION 707) No SHAFT ENCLOSURES (SECTION 713) No TOTAL GSF: 160,877 SF FIRE PARTITIONS (CORRIDORS) (SECTION 708) Yes, 1 HOUR FIRE RESISTANT JOINT SYSTEMS (SECTION 715) No OPENING PROTECTIVES (SECTION 716) No SMOKE BARRIERS (SECTION 709) No DUCTS AND AIR TRANSFER OPENINGS (SECTION 717) No SMOKE PARTITIONS (SECTION 710) No CONCEALED SPACES (SECTION 718) No CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS. TYPE II - B ALLOWABLE FLOOR AREA: SPACES SECTION 707 -FIRE BARRIERS (SECTION 506) U - 38,000 SF PER STORY F-2 - 69,000 SF PER STORY TABLE 707.3.10 (NS) UNLIMITED PER C102.2 (SM) F-2 = 2 HOUR U = 1 HOUR THIS BUILDING IS SURROUNDED BY YARDS >60' SECTION 707.5 - CONTINUITY SHALL EXTEND FROM TOP OF FOUNDATION TO UNDERSIDE OF ROOF SHEATHING REQUIRED SEPARATION OF OCCUPANCIES: 1 - HOUR F-2/B (TABLE 508.4) NONE U/F-2 SECTION 707.5.1 -SUPPORTING CONSTRUCTION THE SUPPORTING CONSTRUCTION SHALL BE PROTECTED TO AFFORD THE REQUIRED FIRE -RESISTANCE RATING OF THE FIRE BARRIER SUPPORTED 707.6 - OPENINGS FACTORY SPACE BUSINESS SPACE STORAGESPACE STORAGE SPACE - REFIGERATION -------------- TRAVEL DISTANCE FIRE RATED WALL ASSEMBLY FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER PROTECTED IN ACCORDANCE WITH SECTION 716 TABLE 716 THE TIME IN MINUTES OF THE FIRE RESISTANCE OF THE GLAZING ASSEMBLY TABLE 716.6 THE TIME IN MINUTES EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL ASSEMBLY S-1 2,250 SF OCCUPIED 2,250/500 = OCC. LOAD = 5 \- 1 EXIT REQUIRED I HOUR RATED CEILING TOTAL TRAVEL EGRESS TRAVEL - - DISTANCE= 75'-0" DISTANCE = 72'-8" o E3 p 0 Io 0 0 F fE% III 1 1 1 I I ----- T-------------------------- r--------�----------------- 2,609 SF OCCUPIED 204 - °PENZ;609/100 OCC. LOAD = 26 I � 1 K 1 EXIT REQUIRED -- I HOUR STAIR ENCLOSURE PER 20115 IBC SEC. 1006.3.2 (2) 2 LIFE SAFETY PLAN - UPPER LEVEL AD. 1, 1 / 16" = I '-0" 2 HOUR RATED FIRE W - 1o1 GENERATOR TOTAL EGRESS EXIT CHAPTER 9. FIRE PROTECTION SYSTEMS: EGRESS TRAVEL SPRINKLERS (SECTION 903) Yes DISTAN C E = 248'-1 1 " STANDPIPE (SECTION 905) Yes PORTABLE FIRE EXTINGUISHERS (SECTION 906) Yes, 75' FIRE ALARMS/DETECTION SYSTEMS (SECTION 907) Yes CHAPTER 10 - MEANS OF EGRESS: TOTAL EGRESS EXIT EGRESS TRAVEL OCCUPANT LOAD: DISTANCE = 187'-0' (TABLE 1004.1.2) NAME I TOTAL GSF I OCCUPANCY TYPE I FLOOR AREA PER OCCUPANT I NUMBER OF OCCUPANTS GREENHOUSE 120,960 Sq. Ft. U 15 66 TECHNICAL BUILDING 32,928 Sq, Ft. F-2 200 1 OFFICE 2,250 Sq. Ft. B 100 23 TOTAL EGRESS EXIT MECHANICAL 2,130Sq. Ft. S-1 200 4 STORAGE 4,148 Sq. Ft. S-2 500 � EGRESS TRAVEL 2ND FLOOR OFFICE 2,609 Sq. Ft. B 100 DISTANCE = 28T-4 TOTAL: 160,877 SF EGRESS WIDTH PER OCCUPANT OTHER EGRESS COMPONENTS (SECTION 1005) (0.2 X = ) 72- PROVIDED NUMBER OF EXITS: 2 /fig (SECTION 1006) ACCESSIBLE EGRESS: 1 PER MEANS OF EGRESS (SECTION 1007.1) TOTAL EGRESS EXIT EGRESS TRAVEL EXIT TRAVEL DISTANCE: B-309 w/ SPRINKLER DISTANCE = 261'-8 (SECTION 1017.2) F-2- 400' w/ SPRINKLER S-2-150' w.1 SPRINKLER U- 300' w/o SPRINKLER CORRIDORS: Occ Load <30 (SECTION 1020) DEAD ENDS: No more than 50' w/ sprinker (SECTION 1020.4) B 2,250 SF OCCUPIED 2,250/100 = OCC. LOAD = 23 1 EXIT REQUIRED i I --- ----------- ---- --- --- VGGE55 FurLRE NMUS ACCEA i___. __- -- _c....r < 14 Fin ll- I 1�1r AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED AT THE "TECHNICAL BUILDING" PER I.B.C. REQUIREMENTS. CONTACT LOCAL FIRE DISTRICT FOR REVIEW OF FIRE SPRINKLER SYSTEM AND ALL OTHER APPLICABLE I.F.C. REQUIREMENTS. FIRE DISTRICT TO PROVIDE SIGN -OFF AT FRAME INSPECTION, AND FINAL REPORT/SIGN-OFF 15 REQUIRED PRIOR TO FINAL BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY. TOTAL EGRESS E EGRESS TRP DISTANCE = 29 2 LIFE SAFETY PLAN - KEY PLAN AD-1 ! 1 /64" = I Fr011 L EGRESS EXIT S TRAVEL NICE = 287'-4" L EGRESS EXIT S TRAVEL NICE = 26 V-8" L EGRESS EXIT S TRAVEL NCE = 296'-2" LOCK LOCK RS W T WATER DISFRIBUT:ON I - I HOUR "FIRE BARRIERS" SHALL COMPLY WITH LB.C., SECTION 707- INCLUDING REQUIREMENTS - + — `- -- -- -- +- -- - FOR FIRE -RESISTANCE RATINGS OF THE FOLLOWING: SHAFT ENCLOSURES, INTERIOR EXIT - T STAIRWAY, EXIT PASSAGEWAY & SEPARATED OCCUPANCIES. OTHER KEY REQUIREMENTS INCLUDE: CONTINUITY, OPENINGS &PENETRATIONS. ��/ a �G-n ` p� - r oa U i I NO SEPERATION F2/S2 L K CHFN \ \ \ 1 CX I F-2 _ - S-2 109 HOUR FIRE RATED ASSEMBLY15132,928 oz WOM N5 LocKrns g` SF OCCUPIED 4,148/500 = py 1-'l � o A NU'AIEN'IS t — _ OPEN AREA III GE.ETC STORAGE. 28,780/100 = OCC. LOAD = 288 - - - - - - OCC. LOAD = 8 ,. NEAKRM y 'I. f2D Ecx lys. �I I - 2 EXIT REQUIRED NEK°B^°°ES' 2 EXITS -. iD5 "°` °R I � .- 110 PENS "FIRE WALL" SHALL COMPLY I H I.B.C. SECTION 602 — I IREMENT 104A _ ; cx NCLUDING REQU s 5 EXITS PROVIDED REQUIRED VESWULE --- 1D4 T_ Fy. ----- - - -- ------ FOR STRUCTURAL STABILITY, HORIZONTAL/VERTICAL CONTINUITY, SLOPED BUILDINGS - -- - - --- & OPENING PROTECTIVES. PACKING FE FE per 1006.2.2.3 ENTRY HALL 1 ,CR - FEC -1 - cx ,cx roz ,cx i z II I HOUR RATED WALL -vT {I \ w ,111 �r n 4 112 u . - 113 114 . R RATED.:. PECfMNG ( RR�ON SOWING v1nT FILLING f I HOUR INTERIOR EXIT STAIRWAY ENCLOSURE h. - 1 - ucxusq�rEEs �I ..;, - I1 _ -_ I'- I •---Fm�.-r�� L=- I _------- _ I _ _- � ... ------ � _ p� _ i i�' --------- - -- ------ - '--_•_-.n---.-.-.aL.�. nnn��..n-n-sn. ---.. z----`°---"-e�-•- •--+_-----. n'.:.C-n--:--"_--'-----_---- ` ..-•----- ..-.---e-....... ---- ---:a----- •---�--` -------.T-.. .. - < >.Fe.a a . e. eF. 2 HOUKRATED FIRE WAtj TOTAL EGRESS EXIT EGRESS TRAVEL DISTANCE = 287'-4" U 101,702 SF UNOCCUPIABLE 13,258 SF OCCUPIED 1 ' 13,258/300 = OCC. LOAD = 44 2 EXIT REQUIRED — 4 EXITS PROVIDED , r LIFE SAFETY PLAN - MAIN LEVEL (ao. I 1 / 16" = 1'-0" 13 EI L j I LID KRAAIDESIGN ARCHITECTURE 417 MONUMENT ROAD, SUITE 7 GRAND JUNCTION, CO 81507 T: 970.712.5045 I C0101 P '9 r O ERIC T. KRAAI 401684 'A" Z 0 0 0 Q R� O O z/ v LL J n REVISION: NO. DATE BY DESCRIPTION 117 -_ 4-13-20 EK ADDENDUM 4 LOADING NI CONSTRUCTION DOCUMENTS TOTAL EGRESS EXIT PROJECT NO: EGRESS TRAVEL DISTANCE = 287'-4" 20L l ^ SHEET NAME: I LIFE SAFETY PLAN DATE: 04/13/20 SHEET NO: AOO I Z SCALE: AS NOTED CODE IN USE: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2009 ANSI At 17.1 CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION: NAME ITOTAL GSF I OCCUPANCY TYPE FUSE GREENHOUSE 120.960Sq. Ft, U GREENHOUSE TECHNICAL BUILDING 32,928 Sq. Ft. F-2 PROCESSING OFFICE 2,250 Sq. Ft. B OFFICE MECHANICAL 2,130 Sq. Ft. S-1 EQUIPMENT STORAGE 4,148 Sq. Ft. S-2 REFRIGERATION 2ND FLOOR OFFICE 2,609 Sq. Ft. B OFFICE TOTAL GSF: 160,877 SF CHAPTER 5. GENERAL BUILDING HEIGHTS AND AREAS: ALLOWABLE FLOOR AREA: TYPE 11- B (SECTION 506) U - 38,000 SF PER STORY F-2 - 69,000 SF PER STORY INS) UNLIMITED PERC102.2 (SM) THIS BUILDING IS SURROUNDED BY YARDS > 60' REQUIRED SEPARATION OF OCCUPANCIES: 1 - HOUR F-210 (TABLE 508.4) NONE Ul CHAPTER 6 - TYPES OF CONSTRUCTION: FIRE RESISTANCE FOR BUILDING ELEMENTS: (TABLE 601) STRUCTURAL EXT WALLS EXT WALLS INT WALLS INT WALLS ROOF FRAME BEARING NON -BEARING BEARING NON -BEARING ROOF 0 0 0 0 0 0 CHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTION: EXTERIOR WALLS (SECTION 705.5) No FLOOR & ROOF ASSEMBLIES (SECTION 711) No FIRE WALLS ( AREA SEPARATION) (SECTION 706) Yes, 2 HOURS VERTICAL OPENINGS (SECTION 712) No FIRE BARRIERS (FIRE AREA SEPARATION) (SECTION 707) No SHAFT ENCLOSURES (SECTION 713) No FIRE PARTITIONS (CORRIDORS) (SECTION 708) Yes, 1 HOUR FIRE RESISTANT JOINT SYSTEMS (SECTION 715) No OPENING PROTECTIVES (SECTION 716) No SMOKE BARRIERS (SECTION 709) No DUCTS AND AIR TRANSFER OPENINGS (SECTION 717) No SMOKE PARTITIONS (SECTION 710) No CONCEALED SPACES (SECTION 718) No SPACES SECTION 707 - FIRE BARRIERS TABLE 707.3.10 F-2=2HOUR U=I HOUR SECTION 707.5 - CONTINUITY SHALL EXTEND FROM TOP OF FOUNDATION TO UNDERSIDE OF ROOF SHEATHING SECTION 707.5.1 - SUPPORTING CONSTRUCTION THE SUPPORTING CONSTRUCTION SHALL BE PROTECTED TO AFFORD THE REQUIRED FIRE -RESISTANCE RATING OF THE FIRE BARRIER SUPPORTED 707.6 - OPENINGS PROTECTED IN ACCORDANCE WITH SECTION 716 TABLE 716 THE TIME IN MINUTES OF THE FIRE RESISTANCE OF THE GLAZING ASSEMBLY TABLE 716.6 THE TIME IN MINUTES EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL ASSEMBLY CHAPTER 9 - FIRE PROTECTION SYSTEMS: SPRINKLERS (SECTION 903) Yes STANDPIPE (SECTION 905) Yes PORTABLE FIRE EXTINGUISHERS (SECTION 906) Yes, 75' FIRE ALARMS/DETECTION SYSTEMS (SECTION 907) Yes CHAPTER 10-MEANS OF EGRESS: OCCUPANT LOAD: (TABLE 1004.1.2) NAME I TOTAL GSF I OCCUPANCY TYPE I FLOOR AREA PER OCCUPANT I NUMBER OF OCCUPANTS GREENHOUSE 120,960 Sq. Ft. U 15 66 TECHNICAL BUILDING 32,928 Sq. Ft. F-2 200 1 OFFICE 2,250 Sq. Ft. B 100 23 MECHANICAL 2,130Sq. Ft. S-1 200 4 STORAGE 4,148 Sq. Ft. S-2 500 2ND FLOOR OFFICE 2,609 Sq. Ft. B 100 TOTAL: 160,877 SIF 106 EGRESS WIDTH PER OCCUPANT OTHER EGRESS COMPONENTS (SECTION 1005) (0.2 X =) 72" PROVIDED NUMBER OF EXITS: 2 (SECTION 1006) ACCESSIBLE EGRESS', 1 PER MEANS OF EGRESS (SECTION 1007.1) TOTAL EGRESS EXIT - EGRESS TRAVEL DISTANCE = 287'-4" TOTAL EGRESS EXIT - EGRESS TRAVEL DISTANCE = 261'-8" TOTAL EGRESS EXIT JlKil Lj L b 1 G N EGRESS TRAVEL `� DISTANCE=287'-4" ARCHITECTURE 417 MONUMENT ROAD, SUITE 7 GRAND JUNCTION, CO 81507 T: 970.712.5045 F CO(0\ GO n t� TA CLCL O ERIC T. KRAAI 401684 TOTAL EGRESS EXIT EGRESS TRAVEL DISTANCE = 261'-8" NZ I..L � Q Q /0 W O 0 p Z v ry I CL ►SI 1,7wAiriP►p NO. DATE BY DESCRIPTION -- 4-13-20 EK ADDENDUM EXIT TRAVEL DISTANCE: B- 3001 W/ SPRINKLER I "- - ""' " _ - �. (SECTION 1017.2) 1400'w/SPRINKLER S-2- 150' wI SPRINKLER ( - U-300' wfo SPRINKLER ION- CONSTRUCTION DOCUMENTS CORRIDORS: Occ Load <30 (SECTION 1020) DEAD ENDS: No more than 50' wl sprinker (SECTION 10204) LIFE SAFETY HATCH LEGEND MMMMMM GREEN HOUSE PERMANENT EQUIPMENT FACTORY SPACE BUSINESS SPACE STORAGE SPACE STORAGESPACE- REFIGERATION -------------- TRAVEL DISTANCE TOTAL EGRESa C^I I EGRESS TRAVEL DISTANCE = 291 1 LIFE SAFETY PLAN - MAIN LEVEL AO.2 1 / 16" = 1'-0" TOTAL EGRESS EXIT EGRESS TRAVEL DISTANCE = 291 2012 SHEET NAME: ENLARGED PLANS DATE: 04/13/20 01:I02111IR07 FIRE RATED WALL ASSEMBLY SCALE: AS NOTED WALL TYPE LEGEND 10 z Z J 1j = W u N a w F � FEEL, S.S.D. 24'-0' 0 07 5. lom [IN 24'-0" 24'4" 24r_0" 24'_0" 24'-0" 22r_4" I 1 r_4,r \? 02 01 l 0 c T 14'4" — m 4 i A3.13 11!!M IN ----------------------------- --------------------------------------- CORRIDOR FOR PHASE 2 GREENHOUSE --- ---- ---- ----- ----- N -------------------------- ------ zi FUTURE NEXUS ACCESS e zs - - - - _-- I 124 of ns WATER — DISTRIBUTION I23 RM IDF 2010,1 — — I I 1 _ - - - --- ,I it - I r ��-howv firs ra.* II iX I I j v�om I I I --- -- 36,_0„ LO I I I I - - __4 - - -- -- -- — -- - — -- --- I --- I -- - -- — � - - -- -- --- - I � II - I - -- - - I I II8, I e REFRIGERATOR I I = z 3 OPEN AREA STORAGE, ETC II I 01 I I - -- - I I 116 PACKING AREA j O 100� - j -� - — — - - -- - - _. - - — - - _IIa x "FIRE WALL" SHALL COMPLY WITH I.B.C., SECTION 602 -INCLUDING REQUIREMENTS I FOR STRUCTURAL STABILITY, HORIZONTAL/VERTICAL CONTINUITY, SLOPED BUILDINGS & OPENING PROTECTIVES. 125 PUMP ROO N 0 MEDIA REMOVAL I — -- PACKING --- - -- - I II ez �04 i 1 1el PEAT FILLING - -- -, � -_--- I - ----- I } —, w LOADING - - 2 0 2 22' 0„ 22'-0" - - 2 0� - �r, 22 - 22'-0' 16'-0" � � 14' 8" 6'-0" 5'-I" 3-4" 3'4" LOADING GFO" LOADING T-8" DOCK#I DOCK#2 1AX W 1-2 zo 1 n uv m T 9i LL m A ul m NEXUS ACCESS °� e WW , a- =o 08 7,_8„ 14r_0„ 7r_8,r - L I VI\LLIVI IVVJL - JLL IV DRAWINGS FOR DETAILS APPROX OFFSET: 36'.8" ' 81-011 I 81-011 $1-011 81-011 81-Off 81-011 Of -(ill 81 -0 " 81-0" 81 -011 81 -011 81 -01' 8t-0'1 81-On 8141 R1-On 1 itQ1-olf C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.c. c.c.0. C.C. c.c. c.c. C.C. c.c. c.c. c.C. C.C. 03 lei Jo 1 A3.00 1441-011 C.C. I 23 2 25 26 27 28 29 30 311I 2) (33 34 035� 36 03�,) ( 8i 39 4 0 0 0 T (OPP) \ w 0 :EN c c.2 K 4 A3.13 TECHNICAL BLDG PLAN A I.10 /8" = r-o" EXTERIOR WALL - TYPICAL INSULATED PANELS INTEGRATED INTO BUILDING STRUCTURE, SEE RIGID DRAWINGS FIRE WALLS: 1A iC RE: WALL TYPES SHT. AO.3 INTERIOR WALL 16 1D RE: WALL TYPES SHT. AO.3 REFRIGERATOR WALL MODULAR INSULATED METAL PANEL WALL BY REFRIGERATOR CONTRACTOR, APPROX. 5" FUTURE WALLS - PHASE II L d I ILI KRAAIDESIGN ARCHITECTURE 417 MONUMENT ROAD, SUITE 7 GRAND JUNCTION, CO 81507 T: 970.712.5045 �Qf C0403 co uc. �naai. 9O ERIC T. KRAAI 401684 1-1 —2?— 4v \`SFD ARrGj Zry O O Q m O p Z v oo� ^ I..L F15 ME REVISION: NO. DATE BY DESCRIPTION _= 41320 EK ADDENDUM CONSTRUCTION DOCUMENTS PROJECT NO: 2012 SHEET NAME: ENLARGED PLANS DATE: 4/13/20 SHEET NO: (ALlI z SCALE: AS SCHEDULED i I 18 0 26'-0" m 13'-0"- T,6' IT-O" FI 0 1 GENERATOR F -I _02� ELECTRICAL — C? 6 25'-0" Ilk 03 FIO-301 MECHANICAL �--VESTIBULE 104 �!l 4'- E ul T-8. 'r III 19, -0"-- APPROX OFFSET: IT-8" --- - -- F-1-674 --- � 17 o 111 z RECEIVING 01 �16 15 PTER 10. � ;TION 1010. 2009 FOR ACCESSIBILITY. e -Y LIGHTING LOCATIONS PRIOR L Fl 121 L RRIGATION 14 w cq NUTRIENTS < to '.2 13 -0" OUT -TO -I "FIRE WALLn SHALL COMPLY WITH I.B.C., SECTION 602 —INCLUDING REQUIREMENTS FOR STRUCTURAL STABILITY, HORIZONTAL/VERTICAL CONTINUITY, SLOPED BUILDINGS 2 & OPENING PROTECTIVES. A3.11 SOWING -1[ 1/2" 2- 0" ------ 22'-0" 2T-0" 22'-0" A'-O;yl 4-4- 16'.01, FI _20� 14 NEXUS ACCESS /_20,4 31-0#1 4' PHASE I GREENHOUSE - SEE NEXUS DRAWINGS FOR DETAILS T-0 3/4" A%0" 3%0",��e IT-O" 375'-0" OUT -TO -OUT OF — 24'.0" EO lvl�,�, _22'-0.,— &-07 22'-0" 302'-0" T, D. --- - -- WALL TYPE LEGEND EXTERIOR WALL - TYPICAL I- INSULATED PANELS INTEGRATED INTO BUILDING STRUCTURE, SEE RIGID DRAWINGS FIRE WALLS: [IA] K RE: WALL TYPES SHT. A0.3 INBERIOR WALL ] LlD RE: WALL TYPES SHT. A0.3 REFRIGERATOR WALL MODULAR INSULATED METAL PANEL WALL BY REFRIGERATOR CONTRACTOR, APPROX. 5" TIDE FACE A FUTURE WALLS - PHASE 11 D.8 E - F K Ld I Ll 996 KRAAIDESIGN ARCHITECTURE 417 MONUMENT ROAD, SUITE 7 GRAND JUNCTION, CO 81507 T: 970.712.5045 ()� Coto, A\ CO 0 ERIC T. KRAAl 51 401684 c) Ci \SF D AR z tW 0 0 0 < 0 1 0 z u rV CL Z75 ME REVISION: NO. DATE BY DESCRIPTION 413-20 EK ADDENDUM 4 CONSTRUCTION DOCUMENTS I PROJECT NO: 2012 1 SHEET NAME: ENLARGED PLANS DATE: 4/13/20 11e 11el 'vf .0 141 1111111f11 911111 1111 1fF1111 1 1 1t1111 8-0 SHEET NO:8-08-08-O8-08-08-08-08-08-08-08-08-08-08-08-O8-08-088-08-08-0 C.C. c. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. C.C. 1361-011 C.C. 241-011C.C. Al1 3201-011C.C. Le 9 �%A 1/8" = I'-0 It TECHNICAL BLDG PLAN SCALE: -- 23 /19) (20 21 22 1 2 3 4 5 6 7 8 10 11 12) 13) 14 15 16 18 1 WALL TYPE LEGEND 18 17 16 15 ) 14 �I I \A3.lo/ I I - - - 97' 9" — — - Ll N OPEN TO o Cj BELOW 3a os A3.09 I I "FIRE BARRIERS" SHALL COMPLY WITH I.B.C., SECTION 707- INCLUDING REQUIREMENTS III FOR FIRE -RESISTANCE RATINGS OF THE FOLLOWING: SHAFT ENCLOSURES, INTERIOR EXIT A3.00 STAIRWAY, EXIT PASSAGEWAY & SEPARATED OCCUPANCIES. OTHER KEY REQUIREMENTS INCLUDE: CONTINUITY, OPENINGS & PENETRATIONS. 2 204 A0.3 OPEN OFFICE lcx icx ,------ �Er1�N P��0 -- - —T—r— - - SE` A� O Qr OPEN TO DN ?) J A3.10 - IT� 29 SS-8 1 /4 11 11 2i N 2A „ 2B � — ]0 31 n33 - 0.. � 2T-0I/2 /� , —� \\ 02 III A1.12 NORTHSIDE SECOND FLOOR A1.12 1/8" = 1'-0" - WINDOWS 74-11 1 CONTINUE IN CLERESTORY C.z -- D.8 1M 20a � f 36 A - WINDOWS 36-73 CONTINUE IN CLERESTORY ,, 2 ENLARGED DETAIL '... A 1.12 or, EXTERIOR WALL - TYPICAL INSULATED PANELS INTEGRATED INTO BUILDING STRUCTURE, SEE RIGID DRAWINGS FIRE WALLS: 1A FC l RE: WALL TYPES SHT. A0.3 INTERIOR WALL 118 I 1D RE: WALL TYPES SHT. A0.3 REFRIGERATOR WALL - - MODULAR INSULATED METAL PANEL WALL BY REFRIGERATOR CONTRACTOR, APPROX. S" FUTURE WALLS - PHASE II I 1 2 A0.3 SIM. rill o O Q W r I� v O J 0 Z v � GLI n V) m REVISION: NO, DATE BY DESCRIPTION -- 4-13-20 EK ADDENDUM CONSTRUCTION DOCUMENTS z 9 U z z ry 0 00 (D z 0-1 co v N X co 0 SPRING BORN INC. 584 COUNTY ROAD 331 SILT, CO 81652 PAGE DESCRIPTION AlnTPc- 1. NEXUS IS RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE ONLY. FOUNDATION AND SLAB DESIGNS ARE BY OTHERS. VERIFICATION OF THE CONCRETE IS THE RESPONSIBILITY OF OTHERS. 2. DESIGN DATA: 2015 INTERNATIONAL BUILDING CODE, CHAPTER 16/ ASCE 7-10 RISK CATEGORY DEAD LOAD (PURLIN DESIGN) DEAD LOAD (TRUSS DESIGN) DEAD LOAD (COLUMN DESIGN) ROOF LIVE LOAD SNOW DESIGN GROUND SNOW LOAD SNOW EXPOSURE FACTOR SNOW LOAD IMPORTANCE FACTOR THERMALFACTOR ROOF SNOW LOAD DL = 1 psf DL = 2 psf DL = 3 psf LL = 20 psf min. or snow load P9 = 57 psf Ce = 1.0 I=1.0 Ct = 1.0 Pf = 0.7*Ce*Ct*I*P9 = 40 psf G H - 0.0 TITLE PAGE WIND DESIGN ULTIMATE WIND SPEED (3 SECOND GUST) Veit = 115 mph NOMINAL WIND SPEED (3 SECOND GUST) WIND EXPOSURE Vasd = 89 mph C G H -1. O COLUMN & BASE PLATE LAYOUT BASE PLATE DETAILS INTERNAL PRESSURE COEFFICIENT BASIC WIND PRESSURE GCpi = 0.18 = 16.7 16. q psf G H -1.1 ROOF PLAN SEISMIC DESIGN G H -1.2 EQUIPMENT LAYOUT &DOOR SCHEDULE SEISMIC IMPORTANCE FACTOR SPECTRAL RESPONSE ACCELERATION SPECTRAL RESPONSE ACCELERATION I Ss Si = 1 = 0.311 = 0.080 G H -3.0 GABLE END & PARTITION ELEVATIONS (GLAZING ONLY) SITE CLASS SPECTRAL RESPONSE COEFFICIENT SPECTRAL RESPONSE COEFFICIENT SEISMIC DESIGN CATEGORY SDs Sot D = 0.322 = 0.128 B G H -3.1 GABLE END & PARTITION ELEVATIONS (GLAZING ONLY) EQUIVALENT LATERAL FORCE PROCEDURE LATERAL: BRACED FRAME DESIGN BASE SHEAR V = 0.11 x W G H -3.2 SECTION ELEVATIONS (GLAZING ONLY) RESPONSE MODIFICATION FACTOR SEISMIC RESPONSE COEFFICIENT R= Cs 3 = 0.11 GH-3.3 SIDE, SECTION & PARTITION ELEVATIONS (GLAZING ONLY) 3. TYPICAL MEMBEAND RS DIMENSIONS ARE CENTER TO CENTER OF MEMBERS UNLESS G H -4.O 8 m m P O LY CA R B O N AT E ROOF GLAZING DETAILS (C.C.) OTHERWISE NOTED TYPICAL WALL MEMBER DIMENSIONS ARE FROM GRADE TO TOP OF MEMBER. GH-4.1 CORRUGATED ROOF GLAZING DETAILS GH-4.2 8mm SIDE & END GLAZING DETAILS 1 JOB OVERVIEW IIIm=ma=m N llNN inume�5= �_ 1=¢ _ -��1��1`�a!�_ imlNI IINIII 1 NIII NIl11 �1�11 1 ! 1 C��111 NI 1= 21il =la®g�E' NII11N11 �h�®t11111��®�111111��1111111i11��IN1 �111111 NNIIN�1 111111��' 1111111111111111111111111111111111111�1111111111111111111111111111111111111111111111011111111111111 1111111111111111111111111111111111111�111111111111�111111111111111111IIIIIIIIIIIII11111 11111l11111111111l111111 11111111111i'1111111111111111111111111111111111111111111111111111111111111111111111111'1111111111111111111111111 llllll llllll'111111111111�,111111111111!1111111III IhIIIIII IIIIII11111111111111111111IIIIIIIIIIIIIIIIIIIIIIII llllll' 1111111111111111111111111, I11111111111111111111111�IIIIII llllll IIIIIII11111111111111111I'111111111111111111111111; 111111111111'lllllltlllll! 1111i1111111111111111111111111111111',1111111111111111111111111111111111111,11111I1111111 111111111111111111111111111111111III 111111l11111111111111111'11111111111111111111111111 MIN 11111Kill II llllll' 111111Illlli INIII llllll 111111111111�1111111111111111111111111111111111111111111111111111111111111'llllll llllll 11111111111 1111111111111111111111111111111111111111111111111,111111111111111111111111111111111111 11111111111 11111111111 1I 11111111111111111 111111111lh11111!l1111111111111111IO IIIi11111'11111!l11111111111111111 11111111111 111111111111HIM III IIIIIIIIn111111111111111111111111111lIlllNllll111111111111111111111 III M11111 IMINEllll1111111 IIIIIIIIIIIIIIIIIIII111 1111111111'11111111111 ''MIN 11111111� 111111111' 1111111111111N111111111111111111 1111'� 11111111 IINIII''EIIIIIIIIIIII'IIIIIIIIIIII 111111111'" 11111111111i111 =1 i 1 =11 1111 1o111 111 1 IIII N1'1-i111 =mii_® 1 111101111111111111-11111 �� 1 -a$l1111 1 1111=• IM-111 N 111 1 11 11 11�1 N =man IN1��N_ �111 ��I 1 1111 11 1 1��111 111��1 1��1111®I�ININ11�111 ulilllllil 11 111 MIN III Hill 11111 � lllllii�ll� 111111111 IIIIIIIIIIII;II 111 11 IIIIIIIIIIIIIIIIIIIIIIII1�1111111 1111111 11111111111111111111111 11111111/ III11111111111111111111 11111111111!,11111111111111 1111111 111111111 11111111111111111111111 111111111� 11111111111111111111111 11111111111111111111111111111111111 1111111111111111111111111111111111 111111111' 11111111111111111111111,1111111111111111111111111111111111 N111111111111111I111111111111111111I11111111111 111111111111111111111111'11111111111111111111111111111111111 Nlllllllllllllllllllllllllllllllllillllllllllll 11111111111111111111111111111111111i1llll1111111,lll111llllll 1111111111MI1111111111IIIIIIIIIIII'IIIIII111111 IIIIIIIIIIIII11111I11111111111111111111111111111111111IIIIIII 11111111111111111111111111111111111111111111111 111111111111!IIIIIIIIIIII'llllllllllll111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111:111111111111 11111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111 111111111 111111111111111111111111111111111111'111111111111IIIIIIIIIII11111IIII1 1 II HIM �1111111111111111111111111 1111111111111111111111111 111111111111 �11111111111111111111111111111111111111111111111111111111 IIIIIIINII1111111111111111111111ft 1111OM111n111111111N11N11111111111h1�111111111��111111�21111 N1111N11n1�1@-��111111R1-111111' N111N 111 11 ,NINE1 i o �1 11111c====R 1 01III11u11 0,_ 1 IN ��11 �INIIIIIINlI111®1s1111m, a�11111 PROFESSIONAL ENGINEER SEAL 4. R.O. = ROUGH OPENING DIMENSION C.C. = CENTER TO CENTER DIMENSION O.O. = OUT TO OUT DIMENSION V.I.F. = VERIFY IN FIELD U.G. = UNDER GUTTER HEIGHT U 5. DEPENDING ON SITE AND PROJECT CONDITIONS, SOME FIELD FABRICATION MAY BE REQUIRED, INCLUDING DRILLING, CUTTING AND WELDING OF STEEL OR ALUMINUM MATERIALS. z 0. O rW V z ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL r1 INSPECTOR. PROVIDE APPROVAL REPORT .AT FRAMING INSPEC'.ION 'L.L U) U) Z) X ui 77 N oo O U J U) M W H z O U 0000 L0 CREATION DATE: 05/31 /19 DRAWN BY: D. GONZALES CHECKED BY: S. ELLIOTT SALESPERSON: T. TINSMAN REVISIONS: c') o0 co N N r O In 00L0 co > O u- O ry U 0 Z 0 Lu w O rn M N Lin 00 v Z cor O M rW V n W 06/21 /19 10/17/19 11 /07119 12/18/19 04/13/2020 ADDENDUM SHEET # G H-O.O NEXUS OB #: 1. N 5 I -- —� ---- ,s so w ww n 'r` h^ v�j ww b M h �F h h ww h N NM LriN nM h h ww n Nca her h h o ww M N NO nvi h h o ww h �� Nh v h h w w ww r NO `O Nntd N. h O ww �o Nd' hod VO• h h o ww �o �o hid h h ww �o N� V 7 h z ww ro od' L6 It h h ww �o �o O°' n•r h h ww ¢� N oh nor h h o ww O � oi0 v�r 7 h �n 0 o ww N M� oi0 v"i 7 h h ww � �O e b h w ww 'o �n cdh �i vN y Lo h o ww 41 N cti0 vN h h o ww m, N cdb v � h ww rn �^ v� h h ww M rn ri0 It h h ww h ^ 0.i^ �o b b ww ram "� ojb y h v� o 0 ww � NN o voi h �n ww �� v� h h 0 ww M "� CN v� d. in h w ww � S oj0 v�v h h w wwo ao ro c6N h h 0 ww N "� of a� tl � h 0 ww W n "? aih v� V• h h o ww a O om va �' h o ww co N ph v� tl• h h o ww M v pN vh 7 b h ww h n o0 vh y h h o o ww n rn (zi ah h h w ww o, O vN 7 h h ww O `+ h h ww M "� 1h V• h h o o ww �n in O "+ 7 Ln h w w ww n � v� 7 h h w�. a t vh tl• h h o ww ro v h h c o ww O o, ° �h h h c ww ^ �h F h h o ww M N v� tl• h h o ww o> �h h h c w�. �n N N^ v� 7 h h ww ^ v c�M v`r h h ww r� � N'O v� h h o ww M N NOi.jb ah tl• h h w Ww rn ^� ah 7 '� h ww h N �M V• h h w ww N M vh h h o ww ao M "..iM �N V• h h o o w�. V• w rj0 vN h h pp h 0+00 0+40 0+80 7+20 7+60 2+00 2+40 Z+60 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 5430 Graphic Scale o zo 40 ao In Feet: 1" = 40' N Date: E O V Q C N jN O Qr 3 � CO ECM 0 ULO C r 3 M O 38250 Lj Ijo z O I= U LY U) z O U tY O LL Sta.0+00 to Sta.10+80 DCNo,,, .0 O0.000, WATER QUALITY, SEDIMENT -EROSION CONTROL TOOLBOX §11SHIKKEA GRAVEL PAD, LOCATED AT 7H£ POINTS OF ✓EHICULAR A PERMANENT, EROS/ON-RESISTANT GROUND COVER OF NG INGRESS AND EGRESS ON A CONS7RUCAON SITE, TO REDUCE LARGE, LOOSE, ANGULAR STONE INSTALLED WHEREVER SOIL 7NE MUD TRANSPORTED ONTO ROADS AND PAVED AREAS. pp RIP -RAP CONDITIONS WATER TURBULENCE AND VELOCITY £XPEC70 !S /T PR07FC77ON VEGETA77VE COVER, ETC, ARE SUCH 7H47' SOIL MAY ERODE UNDER DESIGN FLOW COND177ONS. IMPERVIOUS, PREFABRICATED, HAULAWAY CONCRETF WASHOUT CONTAINER REOU/R£D. NO DISCHARGE TO CWA CONCRETE GROUND SURFACE PERMITTED. REMOVE CONCRETE WASTE WASH -OUT /N 7H£ WASHOUT AREA, AS NEEDED TO MAINTAIN BMP AREA FUN077ON (TYPICALLY WHEN FILLED TO ABOUT TWO -THIRD OF ITS CAPACITY). COLLECT CONCRETE WASTE AND DELIVER OFFS17F TO A DESIGNATED DISPOSAL LOCATION. CC�i e m SILT FENCE SEDIMENT BASIN A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS FLIER FABRIC AND, IN SOME CASES, A WIRE SUPPORT FENCE, PLACED ACROSS OR NE4R 7HE TOE OF A SLOPE OR /N A MINOR DRA/NAGEWAY 70 INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOC177ES FROM DRANAGE AREAS OF LIM17ED SIZE,' APPLICABLE WHERE SHEET AND RILL OR SMALL CONCENTRATED FY OWS MAY BE A PROBLEM A BASIN N77H A CONTROLLED STORMW47ER RELEASE S7RUC77)RE, FORMED BY CONSTRUCANG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY, M DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS GREATER THAN 5 ACRES FOR ENOUGH TIME TO ALLOW MOST OF THE SEDIMENT TO SETTLE OUT. CAN BE CONS7RUC7E0 ONLY WHERE THERE /S SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY. TEMPORARY UNLESS DESIGNED AS A PERMANENT POND. -)£:.. 3fE -61`i -`- =-X-Yi �f , DUST CONTROL REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE, DEMOLITION OR CONSTRUC7701V ACTIVITIES /N AREAS SUBJECT TO DUST PROBLEMS /N ORDER TO PREVENT SOIL LOSS AND REDUCE THE PRESENCE OF POTENTIALLY HARMFUL AIRBORNE SUBSTANCES INCLUDES THE COVERING OF SOIL STOCK PILES AND CONSTRUCTION MATERIALS. A TEMPORARY SEDIMENT BARRIER COMPOSED OF _>_ _ ANCHORED STRAW WATTLES PLACED ACROSS OR AT THE SEDIMENT TOE OF A SLOPE TO INTERCEPT AND DETAIN SEDIMENT 8 CONTROL LOG AND DECREASE FLOW VELOCITIES FROM SMALL DRAINAGE (OR) 91MIN. AREAS' APPLICABLE WHERE SHEET AND RILL EROSION ��LAP POTENTIAL IS LOW. USE APPROPRIATE SITING, ACCESS, SURFACE AND PERIMETER CONTROL MEASURES TO MINIMIZE EROSION AND SP STOCKPILE SEDIMENT TRANSPORT FROM SOIL STOCKPILES PROPERLY SP MANAGEMENT DISPOSE OF WASTE MATERIALS MATERIALS REVEGETATE OR OTHERWISE STABILIZE REMNANT MATERIAL AND THE GROUND SURFACE WHERE 7HE STOCKPILE WAS LOCATED. F1A ! 54 3 — — 1.5 1.5' f A. al J aasr, aos� aas� �5: z5ky� ...... O v OI .� .:....' •` 'r r i SASS . . . ........::: .... .,':...............: ..., .. ......... 5k5} 1.5 j54.55 NOTES. 1. BURS SHOWN SHALL BE PLACED AND MAINTAINED AS NEEDED FOR SPECIFIC PHASE OF CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL SUBMIT A STORMWA TER MANAGEMENT PLAN (SWMP) PERMIT APPLICATION TO THE STATE, AND RECEIVE A PERMIT PRIOR TO ANY EXCAVATION WORK. 3. THE GENERAL CONTRACTOR /S RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT PLAN (SWMP) UNTIL THE SITE RESTORATION WORK IS COMPLETE AND ACCEPTED BY THE COUNTY. TOPSOIL PROTEC77ON STRIPPING, STOCKPILING AND PROTECTING 70PSOI1 FOR LATER USE IN PERMANENT LANDSCAPE AC77VD7ES. STOCKPILES ARE COVERED WITH SHEETLNC, MULCH AND/OR SEED AND SURROUNDED BY A CONTAINMENT BERM 70 PROTECT THEM FROM EROSIVE FORCES. PERIODIC "TURNING" OF THE PILES IS REOU/RED 70 MAINTAIN ENDEMIC MICROBIAL SOIL ORGANISMS ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLAN77NG SEED ON ROUGH -GRADED AREAS THAT WILL NOT PT BE BROUGHT TO RML GRADE FOR AN EXT5NDED WHERE PERMANENT, LONG- E TO LIVE V GETA77VE COVER IS SEEDING NEEDED ON AN£ -GRADED AREAS. USED /N CONJUN077ON WITH HEAVY MULCHING. 4" - 6" RIVER ROCK PLACED AT A MIN/MUM OF 36" IN FRONT AND 24'AROUND INLET /^ INLET /�' ❑ PROTECTION r I Graphic Scale 0 25 50 100 In Feet: 1" = 50' mn O V Q C N CC CN CV Q F 00 ui LO OOM oULO O r Q)'00' O ? N 38250 3 z O F- U V) z O U w O LL 0 O N a` 2019-145.002 JS 12.17.2019 JB I PE: JB :RAL NOTES. LL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH ARFIELD COUNTY ON -SITE WASTEWATER TREATMENT SYSTEM REGULATIONS. 'RAVIIY PIPING IN THE SYSTEM SHALL BE 4" STANDARD SEWER PIPE (ASTM D3034 SDR 35) 7TH MIN. 2Z GRADE. PRESSURE DISTRIBUTION PIPING SHALL BE CLASS 200 PVC, SIZED AS VDICATED ON DRAWING. RADE AROUND ABSORPTION SYSTEM TO DIVERT SURFACE DRAINAGE AWAY FROM THE SYSTEM. ISSORPTION SYSTEM SHALL BE TIMED PRESSURED DOSED INFILTRATION CHAMBERS PLACED IN BENCHES ON NATIVE MATERIAL. N CALCULATIONS (PER GARFIELD COUNTY OSWT REGULATIONS): 'ARMS - 30 EMPLOYEES GARFIELD OWTS REGULATIONS TABLE 6-2 FOR FACTORIES AND PLANTS EXCLUSIVE OF VDUSTRIAL WASTEWATER PER EMPLOYEE PER 8HOUR SHIFT - NO SHOWERS) 30 EMPLOYEES * 1 (8 HR SHIFT) * 20 = 600 GAL/DAY 70NAL WASTEWATER USAGE PER MECHANICAL DEMAND CALCULATIONS 16,294 GALLONS PER 31 DAY MONTH => 526 GALLONS PER DAY QM7A4 = 600 + 525 = 1, 126 GAL/DAY ;EP77C TANK SIZE 48 HOUR MIN DETENTION OF INCOMING WASTE (43.9. B. b) SEP77C- 1. 126 GALLONSIDA Y* 2 - 2.252 GAL TANKAGE PROVIDED = 2500 ALLONS ;)ZE ABSORPTION SYSTEM I GE07ECHN/CAL INVESTIGATON DID NOT ENCOUNTER BEDROCK AND SUGGESTS BEDROCK IS ,BEATER THAN 8' BELOW GROUND SURFACE. AN ONS17F SOILS INVESTIGATION WAS CONDUCTED IN NOVEMBER, 2019, THE SOIL XASSIFICATION AT THE LOCATION OF THE SOIL TREATMENT AREA (STA) IS BELIEVED TO BE YPE 3A TO A DEPTH OF 11' BELOW THE GROUND SURFACE. THE LONG TERM ACCEPTANCE ?ATE FOR THIS SOIL ACCORDING TO REGULATION 43 IS 0.3 GPO/SF 7UICK 4 STANDARD CHAMBERS ARE PROPOSED FOR THE OWTS. A SIZE REDUCTION FACTOR )F 0.7 WAS APPLIED TO THE CALCULATED REQUIRED SOIL TREATMENT AREA AS ALLOWED IN REGULATION 43 TABLE 10-3. NFILTRATOR/SAND BED SIZING: A = OIL TAR Q = 1,130 GAL/DAY A = 1, 130/0.3 = 3,770 SF AREWCM = 3, 770*0.7 = 2,640 INFILTRATION CHAMBERS = 11 SF EACH, TRENCH WIDTH (W) = 3FT WIDE LF OF TRENCH REQUIRED LmrAt= AREDxm / W = 88OLF PROPOSED TRENCH LENGTH (L) = 73.3 F7+2 (EITHER END OF LATERAL) = 75.3FT NO. TRENCHES REQUIRED = LroT,t / L = 12 TRENCHES. 20 CHAMBERS PER LA7ERAL => 240 TOTAL CHAMBERS => DOMES77C WELL > 100' FROM SOIL TREATMENT AREA (ABSORPTION FIELD) => NO KNOWN WETLANDS AT SITE => ALL COMPONENTS OUTSIDE 100 YR FLOOD PLAIN => WATER COURSES >60.5' SEPARATION °RESSURE DISTRIBU7ON CALCULATIONS rO DECREASE FRICTION LOSS AND VOLUMES REQUIRED PER DOES, 7HE ABSORPTION AREA MILL BE SPLIT INTO 2 ZONES WHICH WILL BE DOSED ALTERNA77NG USING A DUPLEX PUMP SYSTEM. EACH ZONE WILL BE DOSED 4X PER DAY FOR A TOTAL OF 8 DOSES PER DAY FOR rHE ENTIRE SOIL TREATMENT AREA. PIPE VOLUMES - TRANSPORT- 74.6 GAL - MANIFOLD: 2(50) = 10.0 GAL - LATERAL: 21.3 GAL - DRAIN BACK VOLUME = VOL DISCHARGE PIPE = 74.6 GAL MAX DOSE.- <25X OF DAILY FLOW + DRAINBACK - 0.25 * 1130 GAL t DRAINBACK = 281.5 GAL t 74.6 GAL = 356.1 GAL/DOSE MIN DOSE.- 4X LATERAL VOLUME + DRAIN BACK - 4*21.36AL + DRAINBACK = 42.6 GAL + 74.6 GAL = 117.2 GAL/DOSE DESIGN DOSE.- 140 GAL/DOSE INIMUM 2Z SLOPE ON GRAVITY SEWER SERVICE LINES. F TOP OF TANK IS LESS THAN 3' DEEP, PLACE 2" RIGID INSULATION ON TOP OF SEP77C INK AND DOWN SIDES A MIN. 24". PLACE 2" RIGID INSULATION OVER 4" SEWER & EFFLUENT NE FROM BUILDING TO SEPTIC TANK AND TO START OF DRAIN FIELD LATERALS UNLESS DEPTH r COVER EXCEEDS 36". TECHNICAL BUILDING. PUMP CONTROL - PANEL 4" INVERT OUT 5440.60 SEWER SERVICE CLEANOUT III - SEE DTL SHT C20.0 4" SOR 35 SEWER SERVICE ® 2.07 (MIN) RlM.,5452.71 :��.70G G GALLON SEPTIC SEE DTL SHT 020.0 SEPTIC SYSTEM REVIEW/APPROVALS - PRIOR TO FINAL BUILDING INSPECTION AND CERTIFICATE OF OCCUPANCY PROVIDE FINAL APPROVAL/SIGN-OFF FROM GARFIELD COUNTY'S PUBLIC HEALTH DEPARTMENT. Graphic Scale 0 5 10 20 In Feet: 1" = 1" = 30" u File: E O V Q c D E D 0') N -O 3 ar 3 s 00 Ln E'M �ULn C r c 10 M � O O U, U l��t��+��a...�4� - OWTS Plan Nbrim mole Dwg No. C19a0 Of: C14.0 JS VARIES O a EXISTING DIRT OR TOPSOIL AREA Q ` SLOPE TRENCH WALLS FOR SAFETY PER O CURRENT OSHA � ONS/TE MATERIAL COMPACTED (Z' W TO 95Z STANDARD DENSITY R INSIDE ROADWAY. COMPACTED o TO 909 STANDARD DENSITY 0 S OUTSIDE OF ROADWAY h —4" THICK RIGID i , i' ,� ON TOP r/^INSULATION O O - o 2" THICK RIGID r o INSULATION VER77CALLY o , , 4" GRAVITY SERVICE OR 1 " FORCE MAIN 4 " MIN. �� CLASS 6 AGGREGATE BEDDING COMPACTED TO 95X STANDARD DENSITY 1) DIRT / TOPSOIL PLACEMENT SHALL MEET EXISTING THICKNESS AND KIND 2) MAINTAIN MIN. 2% SLOPE ON SEWER SERVICE GRAVITY LINE. DESIGN NOTES: • Design per performance test per ASTM C1227 • Top surface area 108.88 ft' • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Control Panel to be mounted in sight line of tank • TRUCK MUST BACK UP PERPENDICULAR TO LONG SIDE OF HOLE, LID IS A SECOND SET (NO EXCEP77ONS) • 4' Maximum bury depth FLEXIBLE BOOT Service contracfsavai/ab/e formaintenance" TYPICAL TRENCH CROSS SECT/ON SCALE N. T S. 201" RISERS TO GRADE (2' MAX) ----BUTYL RUBBER SEALANT a o, w PVC 196' PUNPREQU/REMENrs SECTION VIEW • DESIGN FLOW RATE 30GMP • DESIGN TOTAL DYNAMIC HEAD: SOFT • COMPLETE INSTALLATION (WIRING PANEL, MOUN77NG AND START-UP PROCEDURES • COMPLETE WARRANTY • PROVIDE FOR DRAIN BACK INTO PUMP CHAMBER TOP VIEW 24 " MINIMUM WIRES TO� �RISER HEIGHT PANEL (NP) EFFLUENT FILTER UICK DISCONNECT ?ALL VALVE ALTERNATE DISCHARGE HEIGHT ORENCO 3005 DUPLEX PUMP IN PUMP VAULT, OR APPROVED EQUAL. SEE PUMP REQUIREMENTS 77-I/S SHEET Digging Specs Invert Dimensions Net Capacity ( Net Weight 19' Long x 8' Wide 'ln/et Out/et Length Width Height Inlet Side Outlet Total Lid Tank Toto/ 56" 73"or54" 201 " 78" 68" 2250 gal 1053 gal 2636 gal6420 lbs 18200 lbs 24820 lbs 8" VALVE BOX ONE AT END OF EACH LATERAL 1-1/4 " PVC LATERAL FLUSHING VALVE AND CLEANOUT W/ SCREW ON CAP N I - UNCOMPACTED NATIVE SOIL \-1-1/4" PVC LATERALS ORIFICE HOLES ORIENTED UP WITH ,{" LATERAL DRAIN HOLES AT EACH END AND AT MID POINTS (TYP. ALL LATERALS) LATERAL FLUSHING AND OBSERVATION PORT DETAIL NOTE: 1. LOCATE SEWER CLEANOUT AND/OR VER77CAL CHANGES IN DIREC77ON. 2. ELEVATIONS MAY VARY DEPENDING ON SITE & GRADING. COORDINATE INSTALLATION W/ENGINEER. 4 0 PIPE FLOW 45' PVC WYE OR ELBOW CLEAN —OUT (CO) DETAIL SCALE- N.T.S. NOT TO SCALE PLUG: PVC IN LANDSCAPING, BRASS IN PAVED AREAS OR CONCRETE SLABS 45' PVC ELBOW 4 0 PIPE FLOW MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER QUICK4 STANDARD INFILTRATOR TRENCH DETAIL NOT TO SCALE TOP VIEW UNCOMPACTED NATIVE SOILS SIDE VIEW O V Q U N � N 0 (D 3 Q'C14 3 L Lfi ECM 0UL() C r- \ O M Co O(Do, Date: 12.17.20191 Title: OWTS Details 2,500 GALLON SEPTIC TANK SCALE N T S. SECTION VIEW SIDE VIEW INFILTRATOR SYSTEMS OUICK4 STANDARD CHAMBER OR EQUAL NOT TO SCALE Dwg No. C20.0 Of: C14.0 FIXTURE CONNECTION SCHEDULE ABBREV. HW CW WASTE VENT BS BAR SINK 1/2" 1/2" 1-1/2" 1-1/2" CS CLOTHES WASHER ROUGH -IN 1/2" 1/2" 2" 1-1/2" DF DRINKING FOUNTAIN / E.W.C. - 1/2" 1-1/2" 1-1/2" DM DISH MACHINE ROUGH -IN 3/4" 3/4" 2" 1-1/2" DW DISHWASHER ROUGH -IN 1/2" - 2" 1-1/2" FD FLOOR DRAIN - - 2" 1-1/2" FS FLOOR SINK - - 3" 2" HB HOSE BIB - 3/4" - - HS HAND SINK 1/2" 1/2" 1-1/2" 1-1/2" KS KITCHEN SINK W/ OR W/O DISPOSER 1/2" 1/2" 2" 1-1/2" LAV LAVATORY 1/2" 1/2" 1-1/2" 1-1/2" MSB MOP SERVICE BASIN 3/4" 314" 3" 2" SH SHOWER/BATHTUB 3/4" 3/4" 2" 1-112" SS SERVICE SINK 1/2" 1/2" 3" 2" TD TROUGH DRAIN - - 3" 2" UR URINAL (BLOWOUT) - V 2" 1-1/2" UR URINAL (WASHDOWN) - 3/4" 2" 1-1/2" UR URINAL (WATERLESS) - - 2" 1-1/2" WC WATER CLOSET (FLUSH VALVE) - V. 4" 2" WCT WATER CLOSET (FLUSH TANK) - 1/2" 4" 2" WS WORK SINK 3/4" 3/4" 2" 1-1/2" NOTES: 1. SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. LARGER SIZES MAY BE INDICATED ON PLANS WHERE REQUIRED. 2. MINIMUM DOMESTIC PIPE SIZE TO (2) OR MORE FIXTURES IS 3/4". 3. RE: MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INDIRECT WASTE SIZES. 4, WASTE AND VENT SIZES SHOWN ABOVE APPLY TO INDIVIDUAL VENTING ONLY. WHERE ALLOWED, INDIVIDUAL VENT CONNECTIONS MAY BE OMITTED OR SIZES MAY VARY WHEN CIRCUIT VENTS, COMMON VENTS, WASTE STACK VENTS, WET VENTS, OR COMBINATION DRAIN AND VENT SYSTEMS ARE USED. PRIOR APPROVAL FROM THE ENGINEER IS REQUIRED TO USE THESE ALTERNATIVE VENTING METHODS. 5. PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS AND FLOOR SINKS NOT LOCATED IN FOOD SERVICE AREAS. 6. MINIMUM SIZE FOR WASTE AND VENT PIPING BENEATH SLAB IS 2". 7. ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJECT. 8. REFER TO APPLIANCE SCHEDULES (BY OTHERS) FOR ADDITIONAL PLUMBING FIXTURE CONNECTIONS SUCH AS INST-HOTS, COFFEE MAKERS, AND GARBAGE DISPOSALS. 9. PROVIDE ICE MAKER BOX ROUGH IN W/ 1/2"CW CONNECTION FOR ALL REFRIGERATOR LOCATIONS. REFERENCE SAMPLE RE: B/M400 FFI FFI = FOR FURTHER INFORMATION FCT = FOR CONTINUATION SHEET NUMBER DRAWING NUMBER OR DIAGRAM LETTER REFER TO: PIPING SYMBOLS IS 90' ELBOW DIN O-- 90' ELBOW UP TEE DOWN e -O- TEE UP BUTTERFLY VALVE �rf- SHUT OFF (BALL, GATE, BUTTERFLY) -D4- GLOBE VALVE �•� -4,1- CHECKVALVE FLOW CONTROL VALVE --D.�- - 3 BALL VALVE -10- PLUG OR BALANCING VALVE FLOW BALANCING VALVE - 1- b- PLUG VALVE IN RISER GATE OR GLOBE VALVE IN RISER - DRAIN VALVE W/ HOSE END TEMPERATURE CONTROL VALVE (2-WAY) -1�7- TEMPERATURE CONTROL VALVE (3-WAY) PRESSURE REDUCING VALVE SOLENOID VALVE VENTURI/FLOW INDICATOR -- ---Q- PUMP & EQUIPMENT CONNECTOR PIPE UNION -(II- -04V� DOUBLE CHECK BACKFLOW PREVENTER X PIPEANCHOR -CMM- PIPE EXPANSION JOINT FLEXIBLE CONNECTOR SAFETY RELIEF VALVE Y AIR VENT T PRESSURE - TEMP. TAP PRESSURE GAUGE W/ PIG TAIL & COCK 4 THERMOMETER VACUUM BREAKER STRAINER W/ BLOW -OFF VALVE �4C SHOCKABSORBER Fs FLOW SWITCH ® HORIZONTAL CLEANOUT It VERTICAL CLEANOUT Q FLOOR DRAIN ® FLOOR SINK ® ROOF DRAIN DECK/ROOF DRAIN ABOVE Tc TEMPERATURE CONTROLLER OR SENSOR HB HOSE BIBB WH WALL HYDRANT STEAM TRAP TEST CHAMBER O STEAM TRAP: FT -FLOAT & THERMOSTATIC TD-THERMODYNAMIC IB-INVERTED BUCKET TS-THERMOSTATIC BP -BALANCED PRESSURE UE LOG MECHANICAL SHEET INDEX ozJU \U o� e- e- ¢¢. ¢o, �o ¢ ° # TITLE MECHANICAUPLUMBING COVER SHEET MECHANICAUPLUMBING SPECIFICATIONS MECHANICAUPLUMBING SITE PLAN v' J J V J v J MPO.0 MP0.1 MP1.0 M0.1 M2.1 M2.2 M2.4 MECHANICAL SCHEDULES TECHNICAL BUILDING: SOUTHSIDE/SHIPPING MECHANICAL PLAN TECHNICAL BUILDING: NORTHSIDE/RECEIVING MECHANICAL PLAN TECHNICALBUILDING: MEC gLASEECCONPDFNOOR LEVEL MECHANICAL PLANS N ENLARGED MECHANICAL ROOM PLAN - _ MECHANICAL DIAGRAWCONTROLS MECHANICAL DIAGRAWCONTROLS MECHANICAL DIAGRAM/CONTROLS V V J V V - �v� M2.5 - M4.1 J J J M4.2 M4.3 V PO.1 PLUMBING SCHEDULES TECHNICAL BUILDING: SOUTHSIDE/SHIPPING PLUMBING PLAN TECHNICAL BUILDING: NORTHSIDE/RECEIVING PLUMBING PLAN TECHNICAL BUILDING: SECOND FLOOR LEVEL PLUMBING PLANS GREENHOUSE PLUMBING PLAN J J J J ! J J �J P2.1 P2.2 P2.3 P2.4 P2.5 ENLARGED PLUMBING PLANS -q P4.1 PLUMBING DETAILS P4.2 WATER SYSTEM SCHEMATIC P4.3 P4.4 GAS PIPING SCHEMATIC GAS PIPING SCHEMATIC J J, ISSUE LOG KEY: Y ISSUED AS PART OF A SET rn m rn ' NOT PART OF SET /LL) ISSUED FOR INFORMATION ONLY N O <V O III MECHANICAL SYSTEMS LEGEND EQUIPMENT ABBREVIATIONS AHU AIR HANDLING UNIT AS AIR SEPARATOR B BOILER (HOT WATER) BB BASE BOARD BT BUFFERTANK CC COOLING COIL CH CHILLER CP CIRC PUMP CT COOLINGTOWER CUH CABINET UNIT HEATER CV CONSTANT VOLUME BOX DC DUCT COIL DEF DISHWASHER EXHAUST FAN EBH ELECTRIC BASEBOARD HEATER ECU EVAPORATIVE COOLING UNIT EF EXHAUSTFAN ERU ENERGY RECOVERY UNIT ET EXPANSION TANK EWH ELECTRIC WATER HEATER F FURNACE FC FAN COIL FP FAN POWERED BOX GF GLYCOL FEEDER H HUMIDIFIER HC HEATING COIL HP HEAT PUMP HX HEATEXCHANGER KEF KITCHEN EXHAUST FAN MAU MAKE-UP AIR UNIT MCC MOTOR CONTROL CENTER MV MIXING VALVE P PUMP RF RETURN (OR RELIEF) AIR FAN RZ RADIANT ZONE SA SNOWMELTAREA SB SUMP BASIN SF SUPPLY FAN SP SUMPPUMP ST STORAGETANK TMV THERMOSTATIC MIXING VALVE UH UNIT HEATER VR VARIABLE VOLUME BOX W/ REHEAT VV VARIABLE VOLUME BOX WH WATER HEATER NOTES 1. ALL SYMBOLS, ABBREVIATIONS, AND DESIGNATIONS ON LEGEND SHEET ARE NOT NECESSARILY USED ON THIS PROJECT. 2. THIS DRAWING SET CONSISTS OF DATA GENERATED, IN PART, BY OTHER PARTIES. NOT ALL SYMBOLOGIES AND NOTATION CONVENTIONS OCCURRING IN THIS DRAWING SET ARE NECESSARILY DEFINED ON THESE LEGENDS. CONSULT THE ENGINEER IN THE EVENT SYMBOLOGY OR NOTATION INTERPRETATION IS REQUIRED. AIR DEVICE DESIGNATION KEY TYPE OF AIR DEVICE RE: GIRD SCHEDULE. # = AIR QUANTITY (CFM) CA = COMBUSTION AIR EXH = EXHAUST OSA = OUTSIDE AIR RA = RETURN XFR = TRANSFER SIZE (INCHES) OR MINIMUM FREE AREA REQUIRED IN SQUARE FEET. XFR B INDICATES AIR INLET DEVICE. NOTE: FOR STANDARD MODULE SIZE REGISTERS, SIZE GIVEN IS NECK SIZE. REFER TO GIRD SCHEDULE FOR MODULE SIZE. PROJECT ALTITUDE 5,500' ABOVE SEA LEVEL ► _1:1:10:0F_100L AAV AIR ADMITTANCE VALVE ABV ABOVE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AUTO AUTOMATIC BCS BUILDING CONTROL SYSTEM BDD BACK DRAFT DAMPER BFG BELOW FINISHED GRADE BLDG BUILDING BIN BETWEEN C COMMON (OR CLOSED) CA COMBUSTION AIR CC CONTROLS CONTRACTOR CDBBC CONTINUATION DESIGN BUILD BY CONTRACTOR CFM CUBIC FEET PER MINUTE (AIR FLOW RATE) CIP CAST IN PLACE CLG CEILING (OR COOLING) CO CLEANOUT CONIC CONCRETE COND CONDENSATE CONN CONNECT (OR CONNECTION) CONTR'R CONTRACTOR COTG CLEANOUT TO GRADE CW COLD WATER DHR DOMESTIC HOT WATER RECIRC DHW DOMESTIC HOT WATER DIN DOWN DW DOMESTIC WATER DWR DOMESTIC HOT WATER RECIRC (E) EXISTING EA EXHAUSTAIR EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EWT ENTERING WATER TEMPERATURE EXH EXHAUST (F) FUTURE FA FREE AREA FBO FURNISHED BY OWNER FCO FLOOR CLEANOUT FCT FOR CONTINUATION FD FIRE DAMPER FFI FOR FURTHER INFORMATION FSD COMBINATION FIRE/SMOKE DAMPER GC GENERAL CONTRACTOR GHX GROUND HEAT EXCHANGER GPM GALLONS PER MINUTE (WATER FLOW RATE) HP HORSEPOWER HW HOT WATER HWC HOT WATER RECIRC ILO IN LIEU OF KW KILOWATTS LAT LEAVING AIR TEMPERATURE LF LINEAR FOOT LVVT LEAVING WATER TEMPERATURE MC MECHANICAL CONTRACTOR MFG MANUFACTURER MOD MOTOR OPERATED DAMPER (N) NEW NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NO NORMALLY OPEN OA OUTSIDEAIR OBD OPPOSED BLADE VOLUME DAMPER OC ON CENTER OSA OUTSIDEAIR RA RETURN AIR RE: REFER TO: REQ'D REQUIRED REQ'MTS REQUIREMENTS SA SUPPLYAIR SF SQUARE FOOT (FEET) SP STATIC PRESSURE SS STAINLESS STEEL TA THROW -AWAY (TRANSFER AIR) TYP TYPICAL LINO UNLESS NOTED OTHERWISE W/ WITH W/o WITHOUT WCO WALL CLEANOUT WRT WITH REGARD TO W/C WATER COOLED VTR VENT THRU ROOF XFR TRANSFER 0 DIAMETER DUCTWORK LEGEND SINGLE LINE DESCRIPTION DOUBLE LINE -� 90° ELBOW DOWN (ROUND DUCT ONLY) ROUND 90° ELBOW UP (ROUND DUCT ONLY) ------- p -� OFFSET TO CHANGE ELEVATION (AT 30° WHEN POSSIBLE) D = DROP R = RISE p a ROUND RADIUS ELBOW 90° STRAIGHT TEE U 90° CONICAL TEE 45' BRANCH 45° CONICAL TEE SIZE OR SHAPE TRANSITION ROUND FLEXIBLE DUCT 90° ELBOW ON (NEGATIVE PRESSURE) I 90° ELBOW ON (POSITIVE PRESSURE) 1 x �-� 90' ELBOW UP (NEGATIVE PRESSURE) �8 90° ELBOW UP (POSITIVE PRESSURE) S IIZI .. 90° RADIUS ELBOW 90° RADIUS ELBOW W/TURNING VANES - L SQUARE DUCT SPLIT L ROUND DUCT SPLIT T SPLIT BRANCH TAKE -OFF WITH SQUARE ELBOW & SPUTTER DAMPER TIT T SPLIT BRANCH TAKE -OFF WITH RADIUS ELBOW & SPUTTER DAMPER 8 POSITIVE PRESSURE RISER, TYPICALLY SUPPLY NEGATIVE PRESSURE RISER, TYPICALLY RETURN, EXHAUST OR OUTSIDE AIR 0 ®F)S COMBINATION FIRE & SMOKE DAMPER 00F,S �® FIRE DAMPER 00 ® SMOKE DAMPER 00 MOTOR OPERATED DAMPER (MOD) -I MANUAL VOLUME DAMPER, SINGLE BLADE DAMPER (SBD) FOR ROUND OR <10" TALL, OPPOSED BLADE DAMPER (OBD) >10" TALL BDD BACKDRAFT DAMPER BDD IM SMOKE DETECTOR fim- 24x36 DUCT SIZE: FIRST NUMBER IS PLAN WIDTH, SECOND NUMBER IS DEPTH. 24x36 Plumbing: • PLUMBING REQUIREMENTS AS PER I.B.C., CHAPTER 29 AND IN ACCORDANCE WITH INTERNATIONAL PLUMBING CODE (I.P.C.) • PLUMBING ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. Mechanical/Heating: • MECHANICAL APPLIANCES, EQUIPMENT & SYSTEMS SHALL BE CONSTRUCTED, INSTALLED & MAINTAINED IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE (I.M.C.), INTERNATIONAL FUEL GAS CODE (I.F.G.C.) AND MANUFACTURER'S REQUIREMENTS. • MECHANICAL ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. PIPING DESIGNATIONS HYDRONIC PIPING -GLS- GROUND LOOP SUPPLY -GLR- GROUND LOOP RETURN GLYCOL FEED -GF- BLS- GEOTHERMAL (OR GROUND) LOOP SUPPLY SLR- GEOTHERMAL (OR GROUND) LOOP RETURN -FiWS- HEATING WATER SUPPLY -HWR- HEATING WATER RETURN -HWS(LT)- HEATING WATER SUPPLY (LOW TEMP) -HWR(LT)- HEATING WATER RETURN (LOW TEMP) -HWS(HT)- HEATING WATER SUPPLY (HIGH TEMP) -HWR(HT)- HEATING WATER RETURN (HIGH TEMP) PLUMBING PIPING -MG- MEDIUM PRESSURE NATURAL GAS LOW PRESSURE NATURAL GAS - G - -iPG- LIQUID PROPANE GAS -PD- PROPANE DRAIN - D - DRAIN PIPE REFRIGERANT SUCTION -RS- REFRIGERANT LIQUID - RL - -GWS- GROUND WATER SUPPLY -GWR- GROUNDWATER RETURN SOFTENED WATER -SW- DOMESTIC WATER -CW- -FCW- FILTERED DOMESTIC WATER -HW- DOMESTIC HOT WATER -HWC- DHW RECIRCULATION 140' HW- DOMESTIC HOT WATER (TEMP. SHOWN) -NS- NON -SOFTENED DOMESTIC WATER -W- WASTE PIPE -V- PLUMBING VENT PIPE _ST- STORM DRAIN PIPE SOS SAND AND OIL WASTE -CA- COMPRESSED AIR PIPE PLAN SYMBOLS G CONTROL PANEURADIANT MANIFOLD ®o CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR ® HUMIDISTAT Q REMOTE TEMPERATURE SENSOR Q THERMOSTAT rS-P1 DUCT STATIC PRESSURE SENSOR P ROOM PRESSURE SENSOR © EMERGENCY POWER OFF SWITCH PLUMBING/HVAC RISER DIAGRAM CONTINUATION REFERENCE ' SECTION CUT LETTER/SHEET SHOWN ON POINT OF DISCONNECTION e POINT OF NEW CONNECTION ACCESS PANEL SNOWMELT MANIFOLD BID NOTES: 1. MECHANICAL AND ELECTRICAL DRAWINGS REPRESENT VARIOUS SCOPE OF WORK TO BE PROVIDED BY SEPARATE TRADES, UTILITIES AND VENDORS. WHERE UNDERSTOOD, LINES OF DEMARCATION/RESPONSIBILITIES BETWEEN SUB -CONTRACTORS ARE INDICATED. COORDINATION AMONGST TRADES IS REQUIRED. ANTICIPATED TRADESIVENDORS INCLUDE, BUT ARE NOT LIMITED TO: 1.1. OWNER - SPRING BORN 1.2. GREENHOUSE BUILDINGS, AND EQUIPMENT/CONTROLS - NEXUSM/ADSWORTH. 1.3. WELUCISTERN - DRILLER/INSTALLER(S). 1.4. PROCESS LINE EQUIPMENT VENDOR/SUPPLIER- GREEN AUTOMATION 1.5. PACKING ASSEMBLY LINE VENDOR -TO BE DETERMINED 1.6. WATER TREATMENT SYSTEM VENDOR/CONSULTANT - PINNACLE (CULLIGAN) WATER 1.7. REFRIGERATION CONSULTANT - GREENEARTH 1.8. GAS UTILITY -XCEL 2. SUB -SYSTEMS DEPICTED WITHIN THESE DOCUMENTS ARE BASED ON DESIGN PHASE COORDINATION WHERE POSSIBLE WITH THE VARIOUS ENTITIES LISTED ABOVE AND OTHERS. SHOULD ANY OF THE CONNECTION REQUIREMENTS FOR SYSTEMS DIFFER FROM THOSE INDICATED HEREIN, NOTIFY THE ENGINEER(S) TO CONFIRM DISTRIBUTION AND RELATED SYSTEM AFFECTS. 3. PROVIDE BID BREAKOUT FOR MECHANICAL & PLUMBING SYSTEMS IN THE MEZZANINE. 4. GREENHOUSE EQUIPMENT FURNISHED BY NEXUS IS TO BE CONNECTED BY THIS CONTRACTOR. CONFIRM WHO HAS LABOR RESPONSIBILITY FOR MOUNTING EQUIPMENT WITH GENERAL CONTRACTOR. MECHANICAL AND PLUMBING CONTRACTORS SHALL BE RESPONSIBLE FOR CONNECTING AND INSTALLING GAS PIPING AND FLUE SYSTEMS, AND CONTROLS. 5. CONTRACTOR SHALL PROVIDE A BID DEDUCT PRICE TO NOT INSTALL 9 OF THE 36 DEPICTED UNIT HEATERS IN T GREENHOUSE AREA. RE: GREENHOUSE FLOOR PLANS. Zo J U G#9 0 U Y �1 p o o on LL U' o �� Z "' W a. 0 U1 Q J_ E - ar O m +' Q W GO y cf N w � N m� Q i�+a SEAL 04/13/2020 21 r M CO M 0 LL Z O ~ 0 O J U U 00 to J _ F Current Issue: PERMIT REVIEW Issued PERMIT REVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 &ADDENDUM4 04.132020 Sheet Title, MECHANICAL/ PLUMBING COVER SHEET Date: 12.19.2019 Designed: SKN ----- --------- - I Reviewed: WGP Project No: 10120.00 MPH Scale: As GRILLE, REGISTER, DIFFUSER & LOUVER SYMBOL USE PATTERN FINISH MANUFACTURER* ACESSORIES REMARKS & MODEL # LAY-INSE CEILING APPLICATION, NECK SIZE SAME AS OA SUPPLY DIFFUSER LOUVER WHITE TITUS TDC SERVING BRANCH DUCT, FACE SIZE SHOWN DOUBLE © SUPPLY GRILLE DEFLECTION ADJ. WHITE TITUS 30OFS O.B.D. DUCT,WALL, OR CEILING MOUNTED BLADES © LINEAR SUPPLY (1) 1 5" SLOT WHITE TITUS FL-15 NECK SIZE SHOWN., 4' LENGTH DIFFUSER O LINEAR SUPPLY (2) 2 5" SLOTS WHITE TITUS FL-25 NECK SIZE SHOWN, 5' LENGTH DIFFUSER SINGLE O EXHAUST/RETURN DEFLECTION ADJ. - TITUS 23RL O.B.D. FACE SIZE SHOWN GRILLE BLADES O EXTERIOR LOUVER FIXED - RUSKIN ELF375DX BIRDSCREEN, COORDINATE LOUVER COLOR WITH ARCHITECT, MATCH BACKDRAFT DAMPER DEPTH TO WALL THICKNESS PROVIDE SOUND BOOT WITH DIFFUSER, LAY -IN CEILING © RETURN DIFFUSER PERFORATED WHTIE TITUS PAR MODULE, FACE SIZE/NECK SIZE SHOWN. MANUFACTURERS' - GRID KRUEGER, METALAIRE, TITUS LOUVER GREENHECK., L&D GENERAL NOTES: - - B: RADIANT GROUND SYSTEM SCHEDULE AREA ESTIMATED # LOOP MAX LOOP FLOOR ZONE DESCRIPTION (SQ. FT.) GPM OF LOOPS SPACING @', PRESSURE COVERING ACCESSORIES REMARKS EXT.WALL LOSS (PSI) 114,000 TOTAL ! 379 12" 1.0 DIRT !GRADE ISO VALVE AT MAIN BURY 3/4" PIPE, 3-4" DEEP, A, B. GREENHOUSE SQ.FT. APPROX CONNECTION 1.45 GPM - -_-. GENERAL NOTES. - - A: MAIN PIPING RACKED ON WALL BELOW EVAPORATIVE COOLERS. B. TWO MAIN BRANCHES FEED SUPPLY WATER FROM NORTH IN SOUTH IN ALTERNATING CIRCUITS. EXHAUST FAN SCHEDULE FAN MOTOR ESP MARK TYPE VOLT/ MANUFACTURER* ACCESSORIES REMARKS CFM @ S.L. (IN @ ALT (IN HP BHP & MODEL # PHASE WC) WC) EF-1. CENTRIFUGAL.. 775 0.57 0.53 1/4 0.12 120/1 GREENHECK SO-100-VG OCC SENSOR LOCKER ROOM, I UNIT INLINE EF 2 NOT USED EF 3 INLINE 1,520 0.51 0.49 3/4 0.25 120/1 GREENHECK SQ-140 VG. OCC SENSOR LOADING DOCK, 1 UNIT EF-4 CEILING FAN 75 0.23 0.23 12 W 029 A 12011 GREENHECK _ BID ALTERNATE, 1 UNIT (FLA) SP-A90-130-VG EF-5 NOT USED GREENHOUSE AMERICAN COOLAIR PROVIDED BY NEXUS. APPROXIMATELY EF 6 ROOFTOP 26,496 - - 1 1/2 1.44 480/3 NBFA54M 72 UNITS EXHAUST EMERGENCY GREENHECK MECHANICAL ROOM, EMERGENCY EF-7 SMOKE 2,690 - - 1 0.6 480/3 AX-36-160-0416-M10 SMOKE CONTROL EXHAUST FAN, 1 UNIT EXHAUST GREENHOUSE AMERICAN COOLAIR PROVIDED BY NEXUS, APPROX 108 CF-1 HORIZONTAL 2,000 - - 1/15 - 120/1 FH18611 _ UNITS CIRCULATOR MANUFACTURERS: -.-- ACME, COOK, PANASONIC, PENN GENERAL NOTES: --.. _ A: PUMP SCHEDULE MARK 'SERVICE TYPE GPM TDH (FT) FLUID MOTOR VOLT/ & MODEL # MANUFACTURER* ACCESSORIES REMARKS HP RPM PH P-1 RADIANT BASE MOUNTED 250 120 WATER 15 1800 480/3 BELL & E-1510-2EB T VFD - 0-2EB REFER TO PUMP SCHEDULE IN PLUMBING PLANS FOR ADDITIONAL PUMPS MANUFACTURERS: * B&G, GRUNDFOS, TACO OR AURORA EQUIVALENT GENERAL NOTES: A: FURNACE SCHEDULE FAN MIN. MINIMUM ESP ELECTRICAL INPUT OUTPUT MANUFACTURER* MARK SERVICE OUTSIDE MBH @ ALT. FILTER AFUE & MODEL # ACCESSORIES REMARKS AIR (CFM) CFM @ S.L. (IN @ ALT (IN' HP VOLT/ ( ) WC) ' WC) PH (MBH) HIGH -ALTITUDE PRESSURE SWITCH KIT, MANUFACTURERS ROOF OR WALL ENTRY 10 9 FLA LENNOX TERMINATION KIT. CH23-68 EVAP COIL WITH TXV, REFRIGERANT LINE KIT, DRAIN BREAK ROOM, 3" PVC FLUE/C.A. F-1 BREAK 265 1800 0.75 0.86 15 MOCP '.. 120/1 110 33 MERV 8 93 ML1934UH11OXE60C PAN W/FLOOD KILL SWITCH, HANGERS, COMFORT SENSE THERMOSTAT, REST ROOM', OUTDOOR TEMP SENSOR, C2ECON23K ECONOMIZER, FILTER RACK - - - --- - -- HIGH -ALTITUDE PRESSURE SWITCH KIT, MANUFACTURERS ROOF OR WALL MEZZANINE 10.9 FLA LENNOX TERMINATION KIT. CH23-68 EVAP COIL WITH TXV, REFRIGERANT LINE KIT, DRAIN 2" PVC FLUE/C.A., BID F-2 205 1800 0.72 0.63 15 MOCP 120/1 110 42 MERV 8 93 ML1934UH11OXE60C PAN W/FLOOD KILL SWITCH, HANGERS, COMFORT SENSE THERMOSTAT, ALTERNATE, 1 UNIT OFFICE OUTDOOR TEMP SENSOR, C2ECON23K ECONOMIZER, FILTER RACK -- --- ----- HIGH -ALTITUDE PRESSURE SWITCH KIT, MANUFACTURERS ROOF OR WALL MEZZANINE 10.9 FLA LENNOX TERMINATION KIT. CH23-68 EVAP COIL WITH TXV, REFRIGERANT LINE KIT, DRAIN 2" PVC FLUE/C.A., BID F-3 565 2000 0.64 0.58 15 MOCP 12011 110 45 MERV 8 93 ML1934UH11OXE60C PAN W/FLOOD KILL SWITCH, HANGERS, COMFORT SENSE THERMOSTAT, ALTERNATE, 1 UNIT OFFICE OUTDOOR TEMP SENSOR, C2ECON23K ECONOMIZER FILTER RACK MANUFACTURERS: - CARRIER, ENVIROTEC, MCQUAY, TRANE GENERAL NOTES: -- A:_- BOILER SCHEDULE HEATING CAPACITY ELECTRICAL BOILER FUEL TURNDOWN: INPUT IMN. OUTPUT L.W.T. E.W.T. BLOWER BLOWER CONTROL VENT MANUFACTURER* ACCESSORIES REMARKS MARK SERVICE TYPE MINIMUM TYPE RATIO @ S.L. (OF) (OF) MOCP CIRCUIT TYPE & MODEL # (MBH) ALT. A.F.U.E. WATTS VOLT/PH VOLT/PH PVC CLEAVER BROOKS OSA SENSOR, RMS/R 1 UNIT WITH PROVISIONS FOR . BUILDING B-1 HIGH -EFFICIENCY o NAT. GAS 5:1 4000 3262 93 /0 130 100 2,400 460/3 20 120/1 SCHED. CLEARFIRE CFC-E 4,000 AQUASTATS, UNIT IN THE FUTURE HEAT / CONDENSING 40 CONTROLS .SECOND MANUFACTURERS: --- ' LOCHINVAR, TRIANGLE TUBE, PATTERSON KELLY, VIESSMANN OR BUDERUS GENERAL NOTES: A: AIR COOLED CONDENSING UNIT SCHEDULE ELECTRICAL APPROX. MATCHED MARK SYSTEM DUTY AMBIENT CAPACITY TEMP. DB VOLT/ OPER. MANUFACTURER* SEER ACCESSORIES REMARKS COMPONENT'' (TONS) (OF) MCA PH MOCP WEIGHT (LBS) &MODEL # FACTORY SIZED REFRIGERANT LINE -SET, COMPRESSOR START ASSIST, CRANKCASE 1 UNIT AND 2 BID ALTERNATE CU-1 F-1, F-2, F-3 5 40 34.8 208 / 1 60A 253 16 LENNOX 14ACX ', HEATER, EVAPORATOR FREEZESTAT, SUPPORT UNITS FEET, TXV, CONC. PAD MANUFACTURERS CARRIER,McQUAY, TRANE, YORK, LENNOX GENERAL NOTES: - A: CAPACITY STATED IN TONS IS AT PROJECT ALTITUDE B: GAS FIRED UNIT HEATER SCHEDULE MIN. ELECTRICAL MARK TYPE MIN. CFM INPUT @ OUTPUT MANUFACTURER* HP/ VOLT/ ACCESSORIES REMARKS S.L. (MBH) @ ALT. & MODEL # (MBH) (WATTS) HP LOW PROVIDE ONE THERMOSTAT PER CLUSTER OF HEATERS UH-1 PROFILE 495 30 8.6 1/20 120/1 LENNOX HANGERS ON NEARBY COLUMN, 3" FLUE VENT, 80%AFUE APPROX. HOR 19 UNITS --- - UH-2 LOW PROFILE 750 45 19.1 1/20 120/1 LENNOX WALL STAT, HANGERS 3" FLUE VENT, 80%AFUE, GENERATOR ROOM, 1 UNIT LF24-4 A HOR UH-3 PROFILE 270 30 4.6 1/2D 120/1 LENNOX WALL STAT, HANGERS 3" FLUE VENT, 80%AFUE, ELECTRICAL ROOM, 1 UNIT LF24- OA HOR 425 45 23.1 1/20 120/1 LE45ANNOX WALL STAT, HANGERS II 3" FLUE VENT 80% AFUE, MECHANICAL ROOM, 2 UNITS UH-4 PROF LLOW E LF24 HOR HANGING KIT, UH-5 HOR 1200 100 20.8 1/8 120/1 LENNOX WALL-MTD TSTAT, 30° 125 LBS., 4" FLUE, 80%AFUE, LOADING DOCK, 1 UNIT LF24-100A DISC. NOZZLE UH-6 HOR 4000 390 191.4 (2)1/8 12011 LENNOX_ LENNOX FURNISHED BY NEXUS INSTALLED BY CONTRACTOR LF24-400A MANUFACTURERS: - BEACON MORRIS,TRANE, MCQUAY, STERLING, OR MODINE EQUIVALENT GENERAL NOTES: A. B: UNIT AND CABINET HEATER SCHEDULE (ELECTRIC) ELECTRICAL MARK CFM MANUFACTURER* VOLT/ ACCESSORIES REMARKS WATTS & MODEL # HP UH-7 - 3kW 208 / 1 MARLEY MUH0381 THERMOSTAT, HANGERS MANUFACTURERS: - GENERAL NOTES: _.. -. A: B: MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE MARK SERVICE TYPE CAPACITY MANUFACTURER*' ACCESSORIES REMARKS & MODEL # AS-1 HEATING AIR/DIRT 960 GPM SPIROTHERM VDT-600 - 1 UNIT WATER SEPARATOR EX-1 HEATING BLADDER -TYPE EXPANSION 150 GAL BELL & GOSSETT B-600 - 1 UNIT WATER TANK MANUFACTURERS: GENERAL NOTES: A: PROVIDE 4" HOUSEKEEPING PAD FOR FLOOR MOUNTED EQUIPMENT. B: o 01 Z J � � YL 0 Y d p 3 = v 0 5 7 LL' Z ofm w a H O J E - N O m +' YI Lu 00 y� K w 7 N oxd m ri J¢ o SEAL 04/13/2020 M N (M _ ct 0 LL z ~ OU O J U 00 J_ Current Issue: PERMIT REVIEW '.Issued: PERMIT REVIEW 10.16 2019 FOR CONSTRUCTION 12.19,2019 ,&ADDENDUM4 0413.2020 '.Sheet Title: MECHANICAL SCHEDULES Date: 12.19.2019 Designed: XXX Reviewed: WGP (Project No: 10120.00 11 I i 10 09 I I 08 I 07 06 i 05 �I 1 L ---- ---- --- ____ ---- ---- -- __— -_____ _____ _____ ___ __i_ _ �___- + --- ---- ------------ FUTURE NEXUS ACCESS I I I I I I I I I 1 I I I II I O -UH 1 - - -- - --- - - UH-1 _ I ( I COORDINATE INSTALLATIONS OF MECHANICAL AND PLUMBING SYSTEMS IN REFRIGERATOR WITREFRIGEI I BY REFRIGERATION ON EQUIPMENT 1 CONSULTANT). I 1 OPEN AREA STORAGE, ETC I -I 1 NEXUS ACCESS 1 I i I i i i Fit C 1 I 1 UH-1 UH-1 PACKING AREA - � V UH-1 -... —._... UH 1 I I I I I II i i i �r 1 PEAT FILLING } I i I ol TECHNICAL BUILDING — SOUTHSIDE/SHIPPING MECHANICAL PLAN ' SCALE: 1/8„ = 1,-0, - I 03 I O FLAG NOTES: 1. 3" FLUE THRU ROOF, TYP. ALL UH-1. 2. 4" FLUE THRU ROOF. 3. UNIT HEATER CLUSTER TO BE CONTROLLED VIA COMMON THERMOSTAT. ALL UNIT HEATERS AND VIBRATING EQUIPMENT TO BE HUNG WITH SPRING VIBRATION ISOLATORS, TYP. 02 01 I I I UH-7-.. _ 125 FIRE P P ROOM 124 -� WATER f DISTRIBUTION IDF �/ 123 RM H--T REFRIGERATOR / P OVIDE FAN GUARD O _ WIRE MESH ON f r I ��Lyyy F NINLET . OSA I17 _- 36x20 LOADING UH-5 MECHANICAL NOTES: 1. RE: M4.2 SERIES FOR MECHANICAL DIAGRAMS. 2. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. 3. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. 4. PROVIDE FLEXIBLE DUCT AND PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. 5. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. 6, ALL SOURCES OF IGNITION ON MECHANICAL EQUIPMENT SHALL BE MOUNTED 18" AFF. 7, PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, ETC. FROM DAMAGE AS NECESSARY WITH CAGES. COORDINATE WITH ARCHITECT. 8. PEXIHDPE PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 9. T-STATS (AND CO2 SENSORS) SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. 10. ALL DUCTWORK AND PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. 11. MAINTAIN MIN. 3 FT BETWEEN ENVIRONMENTAL EXH TERMINATIONS AND OPENINGS INTO BUILDING. V EXH 16x16 EXH QE (`� 22x22 EF-3 C —.—----�--�--------------- MATCH M2.4 COORDINATE DUCT WITH GARAGE DOOR SWING. OFFSET SYSTEM IF NEEDED TO AVOID TRACK. 9 Z VY o �= 0 Y o0 p a 5 — Z w to a > Q N Q J E - N O m +' ¢ N Lu >. m 0 ut c w LL M �W 0 An 7 N m M ( 4696 04113/2020 , � M N CD (f5C� M 00 0 ry LL Z O OU J O J 00 J_ Current Issue: PERMIT REVIEW Issued: PERMITREVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 a ADDENDUM 4 04.13.2020 Sheet Title: TECHNICAL BUILDING: SOUTHSIDE/SHIPPING MECHANICAL PLAN Date: 12.19.2019 Designed: SKIN Reviewed: WGP Project No: 10120.00 I Scale: As Shown RE: M2.5 FOR MECH ROOM RS/RL LINE SETS TO CONDENSING UNITS. BID ALTERNATE 6" -HWS, 6" •HWR- 18 17 1615 ( 14 13 12 O N 0 III m II I I i - ----- -- 01 - - - GENERATOR UH-2 f UH-3 102 � ELECTRICAL t� I 1a3J MECHANICAL I I I I I RL FUTURE NEXUS ACCESS I - 1 I 1 6" RMR, & 6" RMS SHALL _ I BE CAPPED AND RESERVED FOR FUTURE 1 GREENHOUSE. 1 -- -- - _ i I TT I I I K N 85 3"PVC FLUE & COMBUSTION :12xl2/6x H UH - - -1 AIR TO F_1 AND 4" PVC UH-1 SCHEDULE 40 FLUE & 50 _ - - -- -_ 6 6 1 - _ - COMBUSTION AIR TO WH-1 A i... UH 1 - -- - - - - - - � O A 16x12 07, - 4x -- SEE DIAGRAM L SOUND BOOT, TYP.-f M14.2 FOR lu 9 +� - 6"0 K N - \11 6"0 \ _ 42 195 1 i9 utl�jll 1 l�J 9x9 8 e TYP. 4 d. x 8 W EN'S I 6" LO ERS 50El 1 N _ _ _ 8"0 _ ♦ 6x6 "" 1 -- 122 I __ ---210 _. _. -._.. - - - 3zo ,� El m III — 10x6 B._. TYP.2 B R 6x6 N 8 $ 1:1 un El - - -- i I g 110 85 p MDF S OR x PIEN'S El TYP�7 -_I u 8"0 LOCKERS 04 i - ~— 0 6 0 _- ------_- _-.- --- -- --- - - -- - --- - — - - - - - -�--. Y HA -- 6„016x12 1 2 -_ -- RET —e e • 0 ----4 - - - - - 1q7 UH-1 Q 22x22 G 2' j UH 1 36x12 TRANSFER GRILLE TYP. 2 UH-1 \ 4 MTD. AT 14' A.F.F. 111I 1 RECEIVING - MATCH_��_�__�_ M2.4 1-1/2" CA, 6" RMR, & 6" RMS TO GREENHOUSE, RE: M2.4 FOR CONTINUATION 4" COMB. AIR/ FLUE - I FROM WH-3 UP. Ll I I - o� 112 �+ I13 RRIGAT�TON l', SOWING 1 io io � ' II it III I III ! i 1 I i E120 1 NEXUS ACCESS - _ 1 TECHNICAL BUILDING - NORTHSIDE/RECEIVING ME SCALE: 1/8 1 0 _ MATCI I M2.4 MECHANICAL NOTES: 1. RE: M4 SERIES FOR MECHANICAL DIAGRAMS. 2. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS 3. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. 4. PROVIDE FLEXIBLE DUCT AND PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. 5. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. 6. ALL SOURCES OF IGNITION ON MECHANICAL EQUIPMENT SHALL BE MOUNTED 18" AFF. 7. PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, ETC. FROM DAMAGE AS NECESSARY WITH CAGES. COORDINATE WITH ARCHITECT. 8. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 9. ALL DUCTWORK AND PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. 10. MAINTAIN MIN. 3 FT BETWEEN ENVIRONMENTAL EXH TERMINATIONS AND OPENINGS INTO BUILDING. 11. SEE DIAGRAM A/M4.1 FOR TYPICAL DIFFUSER TAKEOFF. 0 FLAG NOTES: 1. 3" FLUE THRU ROOF, TYP. ALL UH-1. 2. CONTROL UNIT HEATER CLUSTER WITH COMMON THERMOSTAT. SUSPEND EQUIPMENT WITH SPRING ISOLATORS, TYP. KEYPLAN 10 Z E roe = o0 o— a = D c O 0 0 — a Z w w a Uv 0 J E — W O y T Lu ss y W m -11 w cl CL = ro a N m ro Q M 1% 04/1312020 ; M N LIDT' U) M Oro O CI LL Z ry O J O UO J_ 00 Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 AADDENDUM4 04.13.2020 Sheet Title: TECHNICAL BUILDING: NORTHSIDE/ RECEIVING MECHANICAL PLAN Date: 12.19.2019 Designed: SKN Reviewed: VVGP Project d: 10120.00 Scale: M2.2 As Shown 18 - a v co 0 N 0 0 160 A 9x9 33-00 C12 o 22x14 11 24x16 201 RE 22x22 — TYP.2 RL 4" FLUE & COMBUSTION n SIDEWALL TERMINATION 16 PER MANUFACTURER'S RECOMMENDATIONS, 24x14 OSA ON LL o� BID ALTERNATE 15 14 SEE DIAGRAM UM4.2',FOR SOUND BOOT, TYP. I o � -- —� I_. RET Q Q xl 1z L 8xf 8 Q 205 24x16 m m ----��—T— --- �� f— x12x12 TYP. 2 EF-4 � 24x16 —�1G� ,, 1 � 205 207 --1" 203 3 ' m i BREAK OUT 24x16 16x16 16x12 �I 204 175 OPEN OFFICE 206 ---- r Tom/ CONF ROOM_ 290 8„g 12x12 TYP. 2 L�RET 8x8 I I I I -- i r 4" PVC C.A. AND FLUE FOR WH-3. CURRENT AND FUTURE. COORDINATE TERMINATION REQUIREMENTS WITH WATER HEATER MANUFACTURER. r) NORTHSIDE SECOND FLOOR ALTERNATE - MECHANIC, L SCALE: 1/8" = 1 0 8 1] it 2 r F. UH-1 3" FLUE THRU ROOF O FLAG NOTES: 1. MIXING BOX WITH DAMPERS (RE: FURNACE SCHEDULE). 2. CURRENT AND FUTURE 12"0 RADIANT BOILER FLUE AND COMBUSTION AIR INTAKE. TERMINATE THROUGH ROOF OR WALL IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 3. CONTRACTOR TO PROVIDE TRANSFER GRILLE ABOVE OFFICES IN WALLS IF WALLS GO TO STRUCTURE TO ALLOW RETURN AIR PATH BACK TO FURNACES. PROVIDE MIN. 30x18 RETURN FOR MAIN SYSTEM, AND MIN. 16x10 RETURN GRILL IN OFFICE WALL IF NEEDED. 204 OPEN OFFICE NORTHSIDE SECOND FLOOR BASE - MEC ' SCALE: 1/8" = 1'-0" i 15 MECHANICAL NOTES: 1. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. 2. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR, 3. PROVIDE FLEXIBLE DUCT AND PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. 4. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. 5. ALL SOURCES OF IGNITION ON MECHANICAL EQUIPMENT SHALL BE MOUNTED 18" AFF. 6. PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, ETC. FROM DAMAGE AS NECESSARY WITH CAGES. COORDINATE WITH ARCHITECT. 7. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 8. T-STATS (AND CO2 SENSORS) SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. 9. ALL DUCTWORK AND PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. 10. MAINTAIN MIN. 3 FT BETWEEN ENVIRONMENTAL EXH TERMINATIONS AND OPENINGS INTO BUILDING. 11. SEE DIAGRAM A/M4.2 FOR TYPICAL DIFFUSER TAKEOFF. 12. REFER TO DIAGRAM M/M4.2 FOR DUCT MOUNTED REGISTER, TYP. 14 KEYPLAN !� -0 z E J ga © 3 Z � c O 'o r ^ V LL Z r. a 0 N J_ E — 01 O m 0a N w c6 9 D m � ¢ M SEAL omi N Lo M .o U) th w � � O LL Z 0 OU O J c J Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW 1018 2019 FOR CONSTRUCTION 1219.2019 Qa ADDENDUM 4 04.13.2020 Sheet Title: TECHNICAL BUILDING: SECOND FLOOR LEVEL MECHANICAL PLANS Date: 12,19.2019 Designed: SKN Reviewed: WGP Project No: 10120.00 Sheet WE As BOILER ROOM EPO SWITCH. — HARDWIRED TO SHUT-OFF FUEUPOWER TO BOILERS. RE: ELECTRICAL, TYP. 2 AIR INTAKE LOUVER SHALL ONLY PROVIDE MAKEUP AIR WHEN SMOKE EXHAUST SYSTEM IS ACTIVATED. BID ALTERNATE Q 0 M V u) OD 0 N V 0 705 F 16x16 2700 F 30x20 2700 i F 30x30 m UH FLUE THRU ROOF EF-1. HANG FROM STRUCTURE WITH SPRING ISOLATORS. REFRIGERANT LINE SETS — THROUGH MECHANICAL ROOM TO FANCOILS. RE: FLOORPLANS. WATER TREATMENT DISCHARGE COLLECTION SUMP. RE: PZZ 1 ENLARGED MECH SCALE: 114" = V-0" SMOKE DETECTOR TO INTERLOCK WITH DAMPER AND EF-7. 17 16 6"RMS/R TO G.H. �V inQA PUMP VFD DRIVES ON WALL.. TYP.. UNO 12"% SS OR AL294C FLUE AND12O C.A. DUCT FROM EACH BOILER UP IN 1 HR CONSTRUCTION TO ROOF 14x14 OSA UH-4 3" FLUE/CA TO F_1 AND 4" FLUE/CA TO WH-1 - - -- C. 2 2-112" COMPRESSED AIR FROM AIR COMPRESSORS. RE: UP4.1 FUTURE COMPRESSOR CONNECTION. TO BOILER, RE: TO DIAGRAM ON SHEET M4.1 TEMPERATURE CONTROL PANELS MOUNTED ON WALL. I MECHANICAL NOTES: 1. RE: _/M_ SERIES FOR MECHANICAL DIAGRAMS. 2. COORDINATE ROUTING OF CONDENSATE DRAIN LINES WITH ARCHITECT PRIOR TO INSTALLATION. 3. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. 4. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. 5. PROVIDE FLEXIBLE DUCT AND PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. 6. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. 7. ALL SOURCES OF IGNITION ON MECHANICAL EQUIPMENT SHALL BE MOUNTED 18" AFF. 8. PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, ETC. FROM DAMAGE AS NECESSARY WITH CAGES, COORDINATE WITH ARCHITECT. 9. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 10. THE SPACE ABOVE CEILING IS BEING UTILIZED AS A RETURN AIR PLENUM. ALL RETURN GRILLES SHALL BE PROVIDED WITH SOUND BOOTS AND A DIRECT PATH TO THE AIR HANDLING SYSTEM RETURN DUCT, OPEN TO PLENUM. WHERE FULL HEIGHT WALLS ARE INSTALLED AND THE RETURN AIR PATH IS COMPROMISED, THE SOUND BOOT SHALL EXTEND THROUGH THE WALL OR TRANSFER AIR DUCTS SHALL BE PROVIDED, OTHERWISE, PROVIDE Z- OR U- DUCT TRANSFER THROUGH WALL, TRANSFER DUCTS AND SOUND BOOTS SHALL BE LINED SHEET METAL. NON-METAL DUCT NOT PERMITTED. 11. T-STATS (AND CO2 SENSORS) SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. 12. ALL DUCTWORK AND PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. 13. MAINTAIN MIN. 3 FT BETWEEN ENVIRONMENTAL EXH TERMINATIONS AND OPENINGS INTO BUILDING. 14. PIPING ON EXTERIOR WALLS OR PRE -CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION. 15, ALL BRANCH HEATING WATER PIPE TO VAV BOXES, CABINET HEATERS, UNIT HEATERS, AND FANCOILS SHALL BE 3/4", U.N.O. 16. ALL VALVES SHALL BE INSTALLED ABOVE DROP -IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD -LID CEILINGS. 17. REFER TO THE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 18. TERMINATE PLUMBING VENTS NOT LESS THAN 12" ABOVE ROOF. 19. ROUTE DOMESTIC HOT WATER RECIRC TO WITHIN 10 FEET OF ALL HOT WATER FIXTURES. CONNECT WITHIN 2 FEET OF PUBLIC LAVATORY FAUCETS. KEYPLAN v z EEp 25 J y = J ` O O o F C O a ^ LL Z .- w J_ ELu 0 o ( N LL1 00 N N W M d m D N co J Q O W K;469a 6QU0411312020 T M N L0 fo U) M Q 0 LL Z D J O J U 00 H Ln _J Current Issue: PERMIT REVIEW Issued: PERMITREVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 Qa ADDENDUM 4 04.13.2020 Sheet Title: ENLARGED MECHANICAL ROOM PLAN Date: -_- -I--- 112.19.2019 Designed: -. SKN Reviewed: WGP-- — Project No: 10120.00 , Sheet M20 Scale. As Shown TSTAT NOT ON DOC SYSTEM SEQUENCE OF CONTROL SUPPORT FROM OVERHEAD STRUCTURE. 22 GA. SHEET W/ 1" DUCT IN G MINIMUM SIZE NO TURNING VANES. TSTAT NOT ON CDC SYSTEM SEQUENCE OF CONTROL: UH-7, ELECTRIC, UPON A DROP IN TEMPERATURE BELOW UH-1-UH-5 (TECHNICAL BUILDING) UPON A DROP IN TEMPERATURE SETPOINT (INITIALLY 40°F), UNIT HEATER ELEMENTS SHALL BELOW SETPOINT PLUS DIFFERENTIAL, THERMOSTAT SHALL OPERATE AND FAN SHALL ENERGIZE. WHEN CALL FOR HEAT IS ENERGIZE FAN AND OPEN HEATING WATER CONTROL VALVE. SATISFIED, UNIT SHALL BE OFF. CONVERSELY UPON A RISE IN TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAL FAN SHALL BE DE -ENERGIZED AND CONTROL VALVE SHALL CLOSE. 1 UNIT HEATER CONTROL SEQUENCE SCALE: NONE SEQUENCE OF CONTROL: SEQUENCE OF CONTROL: EF-7 (MECHANICAL ROOM), UPON A SIGNAL FROM THE SMOKE EF-3 (LOADING DOCK).. FAN SHALL BE OPERATED VIA MANUAL DETECTOR IN THE MECHANICAL ROOM, THE EXHAUST FAN SHALL WALL SWITCH FAN SHALL BE INTERLOCKED TO OPEN MOTORIZED OPERATE AND THE INTERLOCKED MOTORIZED INTAKE DAMPER DAMPER UPON ACTIVATION. FAN SHALL BE OFF AND DAMPER SHALL OPEN TO ALLOW MAKEUP AIR. SHALL BE SHUT WHEN SWITCH IS OFF. 2 EXHAUST FAN SCALE: NONE SEQUENCE OF CONTROL: WATER STORAGE AND INSTANTANEOUS SYSTEM SHALL OPERATE Z TO MAINTAIN THEIR INTERNAL TEMPERATURES OR SETPOINTS. AN AQUASTAT IN THE HOT WATER PIPING SHALL CYCLE DHW EF-1, EF-4, EXHAUST FANS SERVING PUBLIC RESTROOMS SHALL RECIRCULATION PUMP TO MAINTAIN A DOMESTIC HOT WATER BE ENABLED UPON DETECTION OF OCCUPANTS. EXHAUST FANS RECIRCULATION TEMPERATURE OF 120°F(ADJ.) DOMESTIC USE OR SHALL BE DISABLED FIVE MINUTES (ADJ.) AFTER LAST DETECTION 160" FOR PROCESS HW WATER. OF OCCUPANTS. EXHAUST FAN DOMESTIC WATER HEATER AND 3 OCCUPANCY SENSOR CONTROL 4 RECIRCULATION CONTROL SCALE: NO SCALE SCALE: NO SCALE 2-WAY BOILER ROUTE PIPE IN FLOOR DRAIN BLANK -OFF HIC RETURN CONDENSATE NEUTRALIZATII CONDENSATE BOILER TO DW MANUAL ISOLA VALVE,TYP. BOILER DRAIN ...-.- USE SPIN -IN F FOR ROUND [ RETURN GRIL__ RETURN AIR GRILLE SOUND BOOT DIAGRAM NO SCALE UL AIRFLOW DIRECTION AIRFLOW DIRECTION RETURN 45' ENTRY BOOT SEAL AT CONNECTION TO DUCT. Hr 6"RMR FUTURE } BOILER r HI J AIR/DIRT ELIMINATOR AS-1 3/4" DCW FILL QS i a J o 0 EX-1 SIN 6" TURNED IN FLANGE. O.B.D. GRILLE. DUCT MOUNTED REGISTER NO SCALE O 5 RADIANT BOILER PIPING DIAGRAM SCALE: NO SCALE P-1 FUTURE PUMPS NOTES 1. PROVIDE TUBING MANUFACTURER'S TUBING BEND SUPPORTS AT ALL 90° TUBING BENDS OTHER THAN WHERE EMBEDDED IN CONCRETE. GREENHOUSE PIPING RACKED HUNG ABOVE CONCRETE CORRIDOR WITHIN HEATED PORTION OF GREENHOUSE._ -_ SCREENED PORCH FLANKING GREENHOUSE EVAPORATIVE COOLING PAD DIP TUBING DOWN IN EARTH TO PROVIDE MIN 3-1/2" COVER OVER RADIANTCIRCUITS ACROSS GREENHOUSE FLOOR. PIPING TO BE PLACED 12" O.C. ALTERNATING MOUNT RADIANT MANIFOLD PIPING IN SUPPLY DIRECTION FOR TWO ALONG CORRIDOR PER REVERSE RETURN BRANCHES. RE: MANUFACTURER'S FLOORPLANS AND DIAG K/THIS RECOMMENDATIONS SHEET. PROVIDE 1-1/2" MIN CONC COVERAGE OVER 3/4" RMS/RMR PIPING. USE TIE DOWNFOR ANCHORING RMS/RMR ST LABEL EACH SUPPLY AND RETURN ISO VALVEWITH CIRCUIT POSITION (I. E. CIRCUIT #1-3XX) NUMBER ACROSS GREENHOUSE. CONTRACTOR TO CONFIRM EXACT QUANTITY. CIRCUIT SETTER ON RETURN. `— CONCRETE WALK -AISLE IN GREENHOUSE 6" ST OUT TO SITE STORM SYSTEM, RE: CIVIL DRAWINGS FOR CONTINUATION TYPICAL GREENHOUSE CORRIDOR SECTION O NO SCALE 6"RMR ----Z t 6"RMS —� SEQUENCE OF CONTROL: THE HEATING PLANT CONSISTS OF A SINGLE BOILER & PRIMARY CIRCULATION PUMP. BOILER SHALL BE ENABLED & OPERATE WHEN OSA TEMP FALLS BELOW 66-F (ADJ.) BOILER CONTROLLER SHALL OPERATE RADIANT CIRCULATION PUMP AND VARY FIRING RATE TO MAINTAIN WATER SUPPLY AT TEMPERATURE OF 135°F (ADJ) USING INTERNAL BOILER CONTROLS. PUMP IS EQUIPPED WITH VFD DRIVE FOR BALANCING TO OPERATE @ SET SPEED. CONICAL SPIN -IN FITTING WITH MANUAL VOLUME DAMPER, INTERNALLY LINED SUPPLY DUCT, OR AS NOTED IN SPECIFICATIONS. r1:410 EXTERIOR DUCT INSULATION. SUPPORT AS REQUIRED / FOR MIN RADIUS / SPECIFIED. INSULATED ACOUSTIC FLEX DUCT. /r FLEXMINIMUMD UL RADIUS > 1.5 x FLEX DUCT DIAMETER. f LJ SHEET METAL STRAP. SHEET METAL SHIELD. S.S. WORM DRIVE CLAMP. SQUARE TO ROUND ADAPTER CEILING DIFFUSER AS REQUIRED. TYPICAL DIFFUSER CONNECTION DIAGRAM NO SCALE FURNACE VENT & COMBINATION AIR--.,,,, INTAKE THRU ROOF. COORD TERMINATION DETAILS WITH DRAWINGS AND MANUFACTURER. VIBRATION ISOLATOR. DOUBLE LOCKN FURNACE 0 ROUND HANGER ROD (TYP). FLEXIBLE GAS CONNECTOR. FIELD MOUNTED ECONOMIZER AND FILTER W/ ACCESS PANEL, 500 FPM MAX. ACOUSTICAL LINING. I V� � D 7CEILING FLEXIBLE CANVAS DUCT 3/4" SECONDARY DRAIN CONNECTOR, TYP. 2. INDIRECT TO APPROVED RECEPTOR S/A FLOOR MANUFACTURER'S CONDENSATE DRAIN OR SINK TAIL NEUTRALIZATION KIT ON FLUE DRAIN. PIECE, TYP. JDIGITAL, UENCE OF OPERATION: PIPE DISCHARGE TO APPROVED NACE/CU SYSTEM SHALL OPERATE VIA RECEPTOR. L FOR HEAT/COOL FROM 7-DAY, FIELD MOUNTED DX PROGRAMMABLE THERMOSTAT. CONDENSATE DRAIN. PIPE INDIRECT COOLING COIL. STIZE EONOTO APPROVED RECEPTOR. SHEET METAL DRAIN PAN.OLING WHEN OSA TEMP IS BELOW 65°F. HORIZONTAL FURNACE INSTALLATION NO SCALE UL LISTED, VENT SYSTEM AND/OR MANUFACTURER'S APPROVED VENT 114 OF "W" OR 6" TERMINATION, MINIMUM. BOTTOM OF BACK- DRAFT PREVENTER SHALL BE 2'-0" MIN. ABOVE ANY ROOF I / WITHIN 10'-0". FLASHING SHEATHING J Roo, DOUBLE WALL FLUE. f 2" MIN. CLEAR CEILNG ESCUTCHEON NOTE: COORDINATE ROOF PENETRATIONS WITH ROOF MANUFACTURER. FLUE THRU ROOF DIAGRAM ONO SCALE E / 45• 1 END BEARING H V SINGLE BLADE DAMPER IF H<8" OPPOSED BLADE DAMPER IF H>=8" - SEAL AIRTIGHT AROUND ENTIRE TAKE -OFF. 450 DUCT TAKE- OFF DIAGRAM O NO SCALE NOTES: CONCRETE SLAB BY OTHERS 1. CONCRETE FLOOR IS A BID ALTERNATE REFER TO ARCH DRAWINGS. OPTION FOR THE GREENHOUSE. 2. CONTRACTOR TO DIP TUBING BELOW MINIMUM 1.5" OF CONCRETE SLAB INTO SUBSOIL AT SLAB OVER TUBING CONSTRUCTION JOINTS. WIRE MESH OR REBAR 2. PROVIDE PIPE INSULATION ON SNOWMELT TUBING PENETRATING EXPANSION JOINTS FOR 6 INCHES ON EITHER SIDE OF JOINT, OR DIP TUBING UNDER -SLAB INSULATION `'': o; :.}V-'..:. .::..:::::'�...:. BELOW THE SLAB INTO THE SUBSOIL. (OPTIONAL) ,• i _= 3. SECURE SNOWMELT TUBING 6 INCHES • ON EITHER SIDE OF CONTROL JOINTS. COMPACTED GRADE,+.. ___ „�, 4. PRESSURE TEST SNOWMELT TUBING - WITH 60 PSI OF AIR FOR 24H. TUBING = TO REMAIN UNDER PRESSURE DURING WIRE TIE - - CONCRETE POUR. 5. BASE MATERIAL TO BE COMPACTED WIRSBO TUBING _ - PRIOR TO INSTALLING ASSEMBLY _- - COMPONENTS. EDGE INSULATION DEPTH TO FROST LINE IF NO HORIZONTAL - INSULATION IS UTILIZED IN ASSEMBLY GREENHOUSE RADIANT TUBING IN CONCRETE DIAGRAM NO SCALE O vL o Z_ J U C) Y U F rn Y- c O o _ Z r w n tl1 J E Q - D 41 O m +' y W M � N m M . �rvav�r �. 04/13/2020 .20�tl.'a:. (n M 00 r O 0 LL Z D O J 0 J_ 00 Current Issue: PERMIT REVIEW Issued PERMIT REVIEW 10.18.2019, FOR CONSTRUCTION 1219.2019 QADDENDUM 4 04,13,2020 'Sheet Title: MECHANICAL DIAGRAMS Date: 12.19.2019- _ Designed'. _ WGP Reviewed: WGP Proiect No: 10120,00 M4.1 'Scale: As Shown DOMESTIC WATER STORAGE TANK SCHEDULE MARK TYPE SERVICE 'CAP. STORAGE' ASME MANUFACTURER* CODE ACCESSORIES REMARKS (GAL.) (PSI) &MODEL # ST-1 POLY / FDA DOMESTIC, RO WATER 6,000 - NORWESCO 43880 BULKHEAD AND TANK 119"0 x 160" TALL PENETRATION FITTINGS MANUFACTURERS: GENERAL NOTES: B __- AIR COMPRESSOR SCHEDULE FULL LOAD ACTUAL AIR FLOW MARK TYPE AIRFLOW � MANUFACTURER* �a OF ACTUAL ACCESSORIES REMARKS HP FULL AIRFLOW'', & MODEL # (ACFM) FLOW (ACFM) AC-1 ROTARY 30 - - 76 INGERSOLL RAND _ 2 UNITS SCREW RS22i-A118-TAS MANUFACTURERS: GENERAL NOTES: A: B: WATER TREATMENT EQUIPMENT SCHEDULE PRESSURE DROP MANUFACTURER* MARK SERVICE TYPE CAPACITY (PSI) & MODEL # ACCESSORIES REMARKS SF-1 TO WELL WATER- STAINLESS FILTERSOURCE BAG FILTERS, INTEGRAL PRESSURE SF-2 SEDIMENT STEEL, FELT 47 GPM 2 ,, B-30-2P-1-150-CS 2 UNITS WITH CHANGEOVER VALVES FOR SERVICING GAUGES FILTRATION '.. BAG ., WS-1 WELL WATER - DUPLEX 'PROGRESSIVE 47 GPM CULLIGAN CSM 900-2 10 PSI FLOW SENSORS, DRAIN BACKWASH 120/1 OUTLET (2 REQUIRED) PACKAGED SYSTEM, 30" FITTING, BRINE TANK, METERS, SOFTENING DUPLEX DIA '. ELECTRONIC CONTROLLER WELL WATER - ELECTRONIC CONTROLLER. FLOW CONFIRM OPTIONS WITH WATER TREATMENT FE-1 SULPHUR DUPLEX 47 GPM CULLIGAN 2 SENSORS, S SERIES STENNER EQUIPMENT VENDOR, OUTLET REQUIRED), 7% FILTERS PROGRESSIVE CSM242 R-DUPLEX LIQUID PUMP, FLOW METER, 55 GAL. FOOD GRADE HYDROGEN HYDROGEN PEROXIDE STOR TANK '.. WELL WATER - RO-1 ', REVERSE - 5 GPM CULLIGAN M2-6 CONTROLLER 208V/10, 1 HP, 40"x40" QSMOSIS MANUFACTURERS: GENERAL NOTES: A: EQUIPMENT SELECTIONS HAVE BEEN COORDINATED THROUGH PINNACLE WATER INCARBONDALE, CO. CONFIRM FINAL WATER QUALITY ANALYSIS WITH PROVIDER PUMP SCHEDULE MOTOR MARK SERVICE TYPE GPM TDH (FT) FLUID VOLT/ MANUFACTURER* ACCESSORIES REMARKS HP RPM & MODEL # PH REFER TO MECHANICAL SCHEDULE SHEET FOR ADDITIONAL PUMPS ON THIS PROJECT WH-1 HOT P 14 WATER RECIRC INLINE CIRCULATOR 4 15 WATER 125 W 1 2950 12011 BELL & GOSSETT NRF-25 - BRONZE CONSTRUCTION PUMP WH-3 HOT - P-15 WATER RECIRC INLINE CIRCULATOR 0.5 25 WATER 270 W 3300 120 / 1 BELL & GOSSETT NRF-36 - BRONZE CONSTRUCTION PUMP DOMESTIC 85 EA SYNCROFLO DUPLEX VFD DUPLEX VFD CONTROL PANEL '. SKID MOUNT PACKAGE, 18.2 P-16 WATER DUPLEX VMS 170 127 EA. WATER ''. 5 EA. - 480 / 3 BOOSTER 185 HYDROACCUMULATOR SYSTEM FLA, 3" HEADER, BOOST VFD TOTAL 65DE05XXX 3V-XX-SWF44 TANK, CONTROL PANEL 1000LBS. DISCONNECT. FILTERED CU-301 PRESSURE P-17 COLD WATER SUBMERSIBLE 29 160 RO WATER 1 - 208 / 1 GRUNDFOS 22SQE-190NE CONTROLLER, SENSOR, JR 6., VSD, 1-1/4" DISC EXPANSIO TANK '.. P-18 - - - - - - - - - - NOT USED WATER P 19 TREATMENT DISCHARGE SUBMERSIBLE 50 20 WATER 112 - 480 / 3 WEIL 1414 DUPL, ALTERNATING CONTROL PANEL, FLOAT CONTROLS, RAILS' 36"0 POLY BASIN 60" DEEP SUMP MANUFACTURERS: " B&G, GRUNDFOS, TACO OR AURORA EQUIVALENT --- -- GENERAL NOTES: A: B: FIRE PUMP SCHEDULE MOTOR SUCTION DISCHARGE MARK INLET OUTLET SERVICE TYPE GPM PRESSURE PRESSURE FLUID DISCONNECT STARTER TRANSFER MANUFACTURER ACCESSORIES REMARKS SIZE SIZE VOLT/ SWITCH &MODEL # (PSI) (PSI) HP RPM PH TECHNICAL VERTICAL BY WYE BY BY AURORA 4-383-7B PRE -ASSEMBLED COMPACT FP-1 I BUILDING INLINE .. 400 5 100 WATER 4 4 30 3500 480 / 3 MANUFACTURER MANUFACTURER MANUFACTURER. ASSEMBLY 6360624646 - FIRE PUMP SYSTEM ON BASE. '.. ! CFPS624 A, B, C, D. E JP 1 TECHNICAL VERTICAL 5 57 128 WATER - - 1/2 - 48013 BY FULL -VOLTAGE BY _ AURORA PVM _ PART OF PRE -ASSEMBLED FIRE BUILDING INLINE MANUFACTURER MANUFACTURER PUMP SYSTEM GENERAL NOTES: A: MAX IN -RUSH CURRENT IS BASED ON SCHEDULED STARTER TYPE, SUBMITTALS SHALL INCLUDE THIS DATA. B: PUMP PRESSURE AT ZERO FLOW SHALL NOT EXCEED 175 PSI INCLUDING AVAILABLE STATIC PRESSURE C. MINIMUM PERFORMANCE SHALL MEET FLOW AND PRESURE REQUIREMENTS DETERMINED BY CONTRACTORS HYDRAULIC CALCULATIONS. D: REFER TO SPECIFICATIONS FOR MORE INFORMATION. E: COMPLETE PACKAGE TO INCLUDE FIRE PUMP, JOCKEY PUMP, FIRE PUMP CONTROLLER WITH TRANSFER, JOCKEY PUMP CONTROLLER, BASE, MOUNTS, PIPE SUPPORTS, PIPING, TEST HEADER, REQUIRED VALVES, AND FITTINGS WATER HEATER SCHEDULE (GAS -FIRED) STORAGE WATER INPUT OUTPUT ELECT MARK TYPE CAPACITY RECOVERY TEMP. RISE @ S L @ ALT. VOLT/ ENERGY MANUFACTURER* ACCESSORIES REMARKS (GAL.) (GPH) (°F) (MBH) (MBH) FLA PH FACTOR (EF) &MODEL # PROVIDE CONCENTRIC WH-1 STORAGE, HI-EFF 100 173 100 250 144 - - 0.96 AO SMITH BTH-250(A) VENT & ACID 1 UNIT '.. NEUTRALIZATION KITS. WALL -HUNG PROVIDE CONCENTRIC I, WH-3 '',. HIGH-EFF, N/A N/A 120 199 111 - - 0.93 AO SMITH ATI-54OH-P VENT & ACID ' 1 UNIT TANKLESS NEUTRALIZATION KITS. MANUFACTURERS: RUUD OR STATE EQUIVALENT GENERAL NOTES: B -- SYMBOL TYPE P1 BREAK ROOM KITCHEN SINK 12 _ .BREAK ROOM, GARBAGE DISPOSER NOT USED - P4 BREAK ROOM REFRIGERATOR ICE -MAKER WALL BOX P5 JAN CLOSET MOP SINK PLUMBING FIXTURE SCHEDULE A.D.A. FINISH MANUFACTURER* & MODEL # FAUCET TRIM MFR.* & MODEL # YES STAINLESS STEEL KOHLER K-3333 KOHLER K-596 iN SINK ERATOR, BADGER 5 - - WHITE WATER-TITEAB9702HACP - NO MOLDED STONE FIAT MSB2424 DELTA 28T9 ACCESSORIES PRE -MANUFACTURED INSULATION KIT, QUARTER -TURN 3/8" CHROME PLATED ANGLE SUPPLY STOPS, OFFSET DRAIN AND TAILPIECE, 1-1/4" 20 GAUGE CAST BRASS P-TRAP PVC/PLASTIC ENCLOSURE, QUARTER -TURN ANGLE VALVE WITH 1/2" THREADED OUTLET, WATER HAMMER ARRESTOR ASSEMBLY, FIRE RATED ENCLOSURE AS REQUIRED MOP HANGER, HOSE AND HOSE BRACKET, DEEP SEAL TRAP, REMOVABLE STRAINER, WALL BRACE, PAIL HOOK CHECK STOPS REMARKS 1.5 GPM 1/2 HP, 12011 BREAK ----- - - P6 ROOM/BATHROOM YES STAINLESS STEEL ELKAY LZS8S - _ 8 GPH, 120V-10 POWER, 5 FLA, 370 W, ELECTRIC WATER 2 UNITS COOLER DELTAT11876 THREE FUNCTION DIVERTER TRIM, SLIP RESISTANT FLOOR, 4" FLOOR P7 LOCKER SHOWER YES - - DELTA 59434-15-BG DRAIN, 4" NICKEL BRONZE STRAINER, 6 UNITS, NOTE A, 1.5 GPM INTEGRAL CHECK STOPS, ADJUSTABLE SAFETY LIMIT STOP WALL -MOUNT WATER WHITE VITREOUS SLOAN G2 OPTIMA PLUS WALL CARRIER, ELONGATED OPEN FRONT 6 UNITS, 1 BID ALTERNATE UNIT, PS CLOSET YES CHINA KOHLER KINGSTON K-4325 8111-1.28 SEAT K-4650 NOTE A, BATTERY POWERED, 4-AA, 1.28 GPF P9 JANITOR CLOSET FLOOR MOUNT NO ENAMELED CAST '.. AMERICAN STANDARD 7695.008 N AMERICAN STANDARD IRON g3TA 40.243 SERVICE SINK P10 DROP -IN LAVATORY YES WHITE VITREOUS CHINA, POLISHED KOHLER CARILLON K-7799 KOHLER K-R78047-4D 6 UNITS, 1 BID ALTERNATE UNIT, NOTE A, 0.5 GPM CHROME FAUCET P11 URINAL YES WHITE VITREOUS KOHLER BARDON K-4991-ET SLOAN (8186-0.5) CHROME 3/4" TOP SPUD, SPUD COUPLING AND NOTE A, 0.5 GPF, 2 UNITS CHINA PLATED FLUSH VALVE FLANGE, WALL CARRIER P12 HOSE BIBB - COPPER WOODFORD 24P-3/4 - 5 GPM, APPROXIMATELY 10 UNTIS FREEZELESS, AUTO DRAIN VVITH VACUUM P13 WALL HYDRANT - BRASS WOODFORD 65 - BREAKERSETHREAD,KEY HRE D, VERIFY APPROXIMATELY 4 UNITS OPERATOR QUANTITY E) FLOORSINK - CAST IRON ZURN Z1901 _ PROVIDE P-TRAP & SURE SEAL TRAP S" DEEP, HALF GRATE, APPROX 2 GUARD DEVICE UNITS LIGHT DUTY; ALL DRAIN GRATES CAST IRON BODY, PLUMBING CONTRACTOR SHALL PROVIDE & SHALL BE FLUSH WITH THE FINISH P15 FLOOR DRAIN - POLISHED NICKEL ZURN Z415B-NH-P _ INSTALL TRAP GUARDS, TYP. FLOOR, 2" OUTLET U.N.O. ON BRONZE TOP DRAWINGS, 2 UNITS, 1 BID _ ALTERNATE UNIT MEDIUM DUTY: ALL DRAIN GRATES PLUMBING CONTRACTOR PROVIDE & SHALL BE FLUSH WITH THE FINISH P16 FLOOR DRAIN - CAST IRON ZURN Z507-IP-P - INSTALL TRAP GUARDS, TYPICAL. FLOOR, 2" OUTLET U.N.O. ON DRAWINGS, APPROXIMATELY 32 UNITS HEAVY DUTY TRAFFIC RATED 6" HOPE CHANNEL I SLOTTED GRATE, COORDINATE P17 TRENCH DRAIN IZURN Z886-U4 - CAST IRON GRATE - LENGTH WITH ARCHITECTURAL PLANS, 4" BOTTOM OUTLET, 3 UNITS EACH APPROX 8' LONG HOT/COLD WALL P18 BRASS WOODFORD MODEL 22 - I DUAL -CHECK MODEL 50 HOSE BACLFLOW NOT USED FAUCET PREVENTER. SAND/OIL P19 - ZURN Z-1186, SIZE 300 BACKWATER VALVE, FLO CONTROL FITTING RECESS IN CONCRETE PIT WITH INTERCEPTOR COVER, 2 UNITS, 10 GPM EMER SHOWER/ P20 II; - GALV. STEEL GUARDIAN G1902 - - 2 UNITS EYEWASH P21 SAND INTERCEPTOR - - ZURN Z-118751 SIZE 20 - - 4 UNITS MANUFACTURERS: FIXTURE AMERICAN STANDARD, UNIVERSAL RUNDLE, FIAT STERN WILLIAMS FAUCET SPEAKMAN, DEL IA, AMERICAN STANDARD, CHICAGO -- DRAIN: JOSAM, WADE SMITH GENERAL NOTES: A: PROVIDE EPA WATER SENSE LISTED AND LABELED FIXTURES PER STATE OF COLORADO REQUIREMENTS. SEAL 04/13/2020 M N C/) Co O U_ Z 0 D OU 0 O ,''JJ VJ 00 F— LA J_ Fn Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW 1018 2019 FOR CONSTRUCTION 12.19.2019 QADDENDUM4 - 0413.2020 Sheet Title: PLUMBING SCHEDULES '. Date: ''. 12.19.2019 - Designed: SKIN ---- Reviewed: WGP Project No: 10120.00 Sheet No: P0.1 Scale: As Shown 11 10 09 08 07 06 DO NOT ROUTE PIPING OVER DISCONNECTS/CONTROLLERS. (CONTROLLERS MAY BE SKID MOUNTED). DOME5[jC� BOOSTER STATION. 05 SEED M B/P4.1. NI¢ 2" CW CAPPED FOR FUTURE GREENHOUSE BRANCH. alb I i i FUTURE NEXUS ACCESS - ------------- ---- ---- -- -- 1 I i 3„ CW 3„ 1 - aF P16 P16 I I -P16 P16 `� P16 1/2" G TO I EACH UH, TYP. P21 FC0 2" V r— 2" V \ 2„ V _ \ I / I —��---------- -- SQ -- { FCO - n I / \ 1 I 3" VTR. O RE: D/P4.1 - 1 I P16 V —O I I I I I 1 I i OPENI REA STORAGI,ETC 1 I I m 3!4" SW TO GREEN AUTOMATION EQUIPMENT. COORDINATE EXACT _ 0000 CONNECTION REQUIREMENTS WITH O 1 G.A. I CHILLED PACKING 1 i I 116 - FCO _ I 2' V Al FCO > I 2" V —O`T 1 . PACKING AREA 2 L�-F} P18 1 P21 W P12 \ 3" VTR I`y� FCO / ` f \ FCO IHWIIIII�IIIIIWA-_/F/CO � - 3/4" SW - - -��--- 4" W _--�—� �-----��----� �- q34" VV -�-- _fT ----- 4,V - 4 CW 3/4"C 4 1 III _ / \ 3/4" 160° HW DN TO i PROCESS EQUIPMENT. pj21 -- P16 J P16 P16 FCC M - ----�---� u — SO - -- --bFCO I O 3 LI.1_'4 P16 .J IE P16- n PEAT FILLING O -- V —O -1-1/2" CA- -3/4" HWC- 3/4" 160° HW I C7 v ' I I 1 I 1 1 I I 1 TECHNICAL BUILDING - SOUTHSIDE/SHIPPING PLUMBING PLAN SCALE: 1/8" - 1 0' Cll UN 123 PLUMBING NOTES: 1. REFER TO THE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 2. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE 6" CWIF FROM SITE STORAGE LOCATIONS WITH ARCHITECT/ENGINEER. TANK. RE: CIVIL FCT. 3. PIPING ON EXTERIOR WALLS OR PRE -CAST TEST HEADER CONNECTED TO FIRE CONCRETE WALLS TO BE ROUTED IN FRAMED WALL PUMP SYSTEM WITH (2)2-1/2" HOSE ON INTERIOR SIDE OF INSULATION. CONNECTIONS. PROVIDE BUILDING 4. TERMINATE PLUMBING VENTS NOT LESS THAN 12" PLACARD DENOTING CONNECTIONS ABOVE ROOF, AS A TEST STATION, 02 P16 j24 FCO n I I•�—II 3„ 4„ F 0 V 2" VTR COND PIPING FROM REFRIGERATION EVAP. TO FLOOR SINK BY REF. CONTRACTOR. 118 REFRIGERATOR 0000 REFRIGERATOR I _ 3'I 5. DO NOT ROUTE PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES, COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. 1 6. PROVIDE FLEXIBLE PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. 7. ROUTE DOMESTIC HOT WATER RECIRC TO WITHIN 10 FEET OF ALL HOT WATER FIXTURES. CONNECT WITHIN 2 FEET OF PUBLIC LAVATORY FAUCETS. 8. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHIKCT. 9. PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, 2 ETC. FROM DAMAGE AS NECESSARY WITH CAGES. COORDINATE WITH ARCHITECT. P P R FP-1 TEST 10. ALL VALVES SHALL BE INSTALLED ABOVE DROP -IN JP-1 HEADER CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD -LID CEILINGS, I1%01 I 1 ---- 6" CW/F -j 11. ALL PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE I IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN - -_ POSSIBLE, ESPECIALLY WHERE CROSSING OTHER FDC PIPES, DUCTS, AND ELECTRICAL. p1q/ THRUST BLOCK. RE: G/P4.1 12 ACCESS PANELS SHALL BE M4X24, U.N.O. LOCATIONS -SHOWN AREAPPROXIMA,TE,ff(ACTLOCATIONS SHALL BE COORDINATED`>THE ARCHITECTS DRAWINGS AND WITH THE LOCATIONS OF THE III EQUIPMENT OR APPARATUS THAT THEY SERVE. - C O FLAG NOTES: _. 1- RE: E/P4.1 FOR SAND/OIL]Nr. CEPTORDIAGRAM. 2. RE: DIAG A/P4.1 FOR FIRE ROOM PUMP PIPING. 4" CA DROP FOR GREEN AUTOMATION EQUIPMENT. ROVIDE ISOLATION VALVE, QUICK -CONNECT TTINGS, TRANSITIONS, UNIONS, FLEX -HOSE ETC, DNFIRM EXACT CONNECTION REQUIREMENT WITH REEN AUTOMATION. 4" CA DROP AND 1-1/4" G FOR PACKING LINE ROCESS EQUIPMENT. PROVIDE ISOLATION VALVE, UICK-CONNECT FITTINGS, TRANSITIONS, UNIONS, _EX -HOSE ETC. CONFIRM EXACT CONNECTION EQUIREM€NT WITH-PACKINII)LINt VENDOR. 4TURAL GAS LINE PRESSURE REGULATOR VALVE 1TH VENT TO EXTERIOR. VALVE TO STEP FROM EDIUM PRESSURE TO STANDARD LOW PRESSURE, IPICAL. D.8 - I RE: C/P4.1 FOND PIPIN�FROM - I - ^ 4" WASTE TO SITE SEPTIC E REFRIGERATION EVAP. TO FLOOR I SYSTEM. I. E. APPROX 7' BELOW SINK BY REF. CONTRACTOR. \ FLOOR RE: CIVIL FOR CONT. --------�-- q" W----j COTG GAS TO APPLIANCE. PROVIDE DIRT LEG, ISO VALVE AND FLEX CONNECTION, TYP. 2" VTR. RE' D/P4 1 MEDIUM TO LOW PRESSURE GAS REDUCTION VALVE SAME SIZE AS PIPE PROVIDE ISOLATION 3" VTR (DEDICATED). VALVES, TEST FITTINGS AND VENT TO RE: D/P4.1 EXTERIOR IF NOT VENTLESS TYPE, TYP. FIRE WATER ENTRANCE.. SEE. DIAGRAM B/P4.1. I I ' > > pig 1 f MAIN 2PSI REGULATOR AND I I _ METER BY UTILITY. 'I+-Ir/' /�1 1 17_ FCO Y L ��J L AIDING2 GAS SERVICE FROM 4" MG UTILITY/SITE. RE: CIVIL FCT � 4" MCA � FCO, M 6" ST (MIN.), 328 GPM, 15772 SF RE: C/P4.1, O O OUT TO SITE STORM SYSTEM. TYR N �----- RE: CIVIL DRAWINGS FOR �" CONTINUATION. fill III IIII01 IIII — m - G !IL — K 2"CW, 1-1/2" CA & 4" MG -. TO GREENHOUSE, RE: RE: H/P4.1, P2.4 FCT. P17 TYP. 2 i i KEYPLAN v U Z Epo d J N 0 0 c O O a ` ^ 3 Z w Lu a N Lu J E — 41 O YI 00 T H w K w Co d N m � Q M SEAL �p90 LIEF J�Q •S`E v P(O`+ f 69N I t 0411312020 ; N Ln M CO 00 O LL O J O J U 00 Lo J Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 Qa ADDENDUM4 04.13.20M Sheet Title: TECHNICAL BUILDING: SOUTHSIDE/SHIPPING' PLUMBING PLAN Date 12.19.2019 _ Designed: SKIN Rev WGP Project No: 10120.00 She(P2 .1 Scale: As Shown 0 N d 0 CA z 0 LL z O Q J Z) U fr O O 0 Z_ ¢ LL I- J V) 0 0 0 N 0 U) w 0 a C7 m 0 Q v v io N W O N O 1/2" G TO UH 2" CW TO/2" SW AND V RO FROM WATER TREATMENT, RE: DIAG/P4.2 (2)P-19 IN SUMP LIFT STATION. RE: M//P4.1. WS-1 J 2" DEDICATED VENT UP THROUGH ROOF FOR INTERCEPTOR OR SUMP STATION. 4" SUMP WATER FROM - WATER TREATMENT TO SITE EVAP POND. RE: CIVIL FOR CONT. ' 18\\ 1� O - r/ c N m m m n 17 16 15 14 13 12 r x 2" CW CAPPED FOR FL- _ FUTURE EXTENSION. Ala FUTURE NEXUS ACCESS ��i-� .= -----3-.-- - ------------- -- - --- --- L--- - -- -- - ----- ----- I L1/2 G 3„ OW 4 F 1 3" G TO GENERATOR. : EXACT LOAD TBD C7 N I GENERATOR �F 3" G O �> - FCO `A�n P16 P16 P16 -II P16 P16 3I4" G 02 Ne I P16 1/2 GTO _ ELECTRICAL 7 I I EACH UH. i 1" G TO F \O -2 AND F-2 ON FLOOR \ I I ` f ABOVE. RE:P2.3 / 4 \ \ \ \ 1 Y ro FDC"}-C - 107 - 2 CIRCUIT VENT ST 1-�•-2.1/2" MG STOR k TM F17 - 106 - \ - I - -- - - - - ....................-1" G� KITCHEN RE: P2 5 FOR HW/CWM//V P20 3/4' C WITH RPPA ^F - V FRO AIR I - UMBiNGJN THIS AREA I I BFPAOI E PRV M. n o l CO 5FCT. S: BOILE YSTEM. 1 I RE: 2.5FCT. RE. M4 1 - -- O- 3/4" HWC "y - - / 1 3 I �q 1rz,, MECHANICAL P14 O > 3/4" CON`3J ATE -IFE 4" G TO � - DRAIN IMMIRH'4O i _ SERVICV$ RS 1 RO-1 BOILERS I --- - li F 4,� __.. _ - - --- _ - _11F, 110, VEST4 N � I Ilia P19 1/2"GTOJ EACH UH 6" ST (MIN.), 305 GPM, 14582 SF m (III IIIIII IIIIIII II IIIIIII I I II I p i P17 RE OUT TO SITE STORM SYSTEM. RE: CIVIL DRAWINGS FOR CONTINUATION. 1-1/2" CA, 2" CW TO GREENHOUSE. 3/4"HW- 2"SW - 2" SW i---�---- /2 I CW - --- I05 - 0OR MDF OR � 112" G- 1/2" MG 0 � I 5 U (V EMI IN a a O LI08 - I BREAK RM? m � El I I t) " W FROM L __- - - BATHROOM. RE Ii CKERS P2.5 FCT y P20 g -- WH-3 & P-15. RE: J/P4.1 > FCO. RE: 9;;7-4" W__ 4"W IN _ M V I I 3/4" G 11 i u �� 112" G 2" V �1" RO -1/2" CA- 0 L20 NEXUS ACCESS I I I I I I -I II / \ I �>7314" SW� f f 1 _ 01 U I I �113 I � SOWING 1 L \� 3/4" 3/4" 11 4 u 1 TECHNICAL BUILDING - NORTHSID SCALE: 1/8' = T-O" PLUMBING NOTES: 1. REFER TO THE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 2. NOTALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS, PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER. 3. COORDINATE ROUTING OF CONDENSATE DRAIN LINES WITH ARCHITECT PRIOR TO INSTALLATION. 4. PIPING ON EXTERIOR WALLS OR PRE -CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION. 5. TERMINATE PLUMBING VENTS NOT LESS THAN 12" ABOVE ROOF. 6. DO NOT ROUTE PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16CONTRACTOR. 7. PROVIDE FLEXIBLE PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. 8. ROUTE DOMESTIC HOT WATER RECIRC TO WITHIN 10 FEET OF ALL HOT WATER FIXTURES. CONNECT WITHIN 2 FEET OF PUBLIC LAVATORY FAUCETS. 9. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. 10. PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, ETC. FROM DAMAGE AS NECESSARY WITH CAGES. COORDINATE WITH ARCHITECT. 11. ALL VALVES SHALL BE INSTALLED ABOVE DROP -IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD -LID CEILINGS. 12. ALL PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER PIPES, DUCTS, AND ELECTRICAL. 13. ACCESS PANELS SHALL BE 24X24, U.N.O. LOCATIONS SHOWN ARE APPROXIMATE, EXACT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECTS DRAWINGS AND WITH THE LOCATIONS OF THE EQUIPMENT OR APPARATUS THAT THEY SERVE. 14. EXPOSED SOIL OR WASTE PIPING SHALL NOT BE INSTALLED ABOVE ANY WORKING, STORAGE, OR EATING SURFACES IN FOOD SERVICE ESTABLISHMENTS. (D FLAG NOTES: 1. COORDINATE INSTALLATION OF SAND AND OIL INTERCEPTOR WITH FLOOR. 2. RESERVE SPACE FOR DOMESTIC WATER TREATMENT EQUIPMENT. 3. 1-1/2" CA TO GREEN AUTOMATION EQUIPMENT DROP. CONFIRM EXACT EQUIPMENT CONNECTIONS REQUIREMENTS WITH GREEN AUTOMATION, TYP. 4. TANK STORAGE PUMP CONTROLLER MOUNTED ON UNISTRUT CHANNEL ANCHORED TO FLOOR 5. RO WATER TO GREEN AUTOMATION EQUIPMENT. CORRDINATE EQUIPMENT CONNECTION WITH GREEN AUTOMATION, TYP. 6. 3/4" SW TO GREEN AUTOMATION EQUIPMENT. CONFIRM CONNECTION REQUIREMENTS W/G.A.. 7. CIRCUIT VENT UNDER SLAB FOR LOCAL FLOOR DRAINAGE. 8. CONNECT GAS SERVICE TO EQUIPMENT. PROVIDE DIRT LEG, ISOLATION SHUTOFF VALVE, AND FLEXIBLE CONNECTION, TYP. ALL GAS EQUIPMENT. 9. BRANCH ISOLATION, PRESSURE REDUCTION VALVE, KEYPLAN _. U) -0 . E 1 zS 0 Z J 8. J - OS U H m = c O a_ CD o LL Z w u a uj 0 YI Q J E - N O M� Lu 00 y w N L m = m 0 °D 7 N in ¢ SEAL 6VJ)0 t 46-168 N to (n co00 O ��- IL z O ::) OU J O J J_ 00 Current Issue: PERMIT REVIEW Issued: PERMITREVIEW 10.18,2019 FOR CONSTRUCTION 12.19.2019 a ADDENDUM4 04,132020 (Sheet Title: TECHNICAL BUILDING: NORTHSIDE/ RECEIVING PLUMBING PLAN .Date: 12.19.2019 'Designed: _ SKN Reviewed: WGP Project No: 10120.00 2" CW TO FILTRATION SYSTEM. SPA, AND SF-2. 2-1/2" DRAIN. ROUTE ALL - TREATMENT DRAINS INDIRECT TO FLOOR SINK. SECONDARY FILTRATION NORMALLY CLOSED BYPASS VALVE. WATER TREATMENT SYSTEM — NORMALLY CLOSED BYPASS VALVES. WATER SOFTENER NORMALLY CLOSED BYPASS VALVES. ALL WATER CONNECTIONS ARE 2", DRAIN OUTLETS 2-1/2", 2" CW F_2" RO STAGE, NORMALL` CLOSED, BYPASS VAL ALL WATER C( ARE 2", DRAIN 2-1/2". 2" ----7 2" ��Tlks FE-1 JD:� U _. VD TANK —2"SV 1-112" I RO-1 f-1' D 2" TANK OVERFLOW DRAIN ROUTED INDII TO FLOOR SINK 2 DOMESTIC WATER r-IL1 rV'111\J IV1 �7 11J 11r1V L VIr1V1\rlwI SCALE: NO SCALE 2" SW TO BUILDING 1" RO TO GREEN AUTOMATION PROCESS EQUIPMENT. RE: FLOORPLANS.. DOWER TO BOOSTER PUMP CONTROLLER. COORDINATE WITH DIV 16. 9 N Z o 7 � � �uL � O N Q Q O H w m C_ 0 V _ z w a N w J E o N 0 mLu +' N GO y Lu N W W DAna06 N m M Q M � p r •; r W e 04/13/2020 M N L (n M OD O ILL Z LL J O J C J_ 00 7) Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW 10,18.2019 FOR CONSTRUCTION 12,19.2019 '.Qa ADDENDUM4 -- -- - 04.13,2020'' Sheet Title PLUMBING DIAGRAMS . Date: - - - 12,19.2019 Designed: SKN Reviewed: WGP Project No: 10120.00 Sheet No: Pal. Scale: As Shown z o � W J c uL ^ 0 O = K O `o R W Z w W 9 Q N Q J E — 0 o m +� 'a t/1 Lu 00 y L N W � NOTES: a W D N 0] M 1. MEDIUM PRESSURE NATURAL GAS SIZING BASED Q _ OFF IFGC 2015 TABLE 402.4(5). 2. LOW PRESSURE NATURAL GAS SIZING BASED OFF IFGC 2015 TABLE 402.4(2). 3. DISTANCES SHOWN ARE THE LINEAL DISTANCE OF EACH PIPE BACK TO THE CLOSEST UPSTREAM REGULATOR. 4. PROVIDE INDIVIDUAL APPLIANCE SHUT-OFF VALVES, DIRT LEG AND FLEX HOSE CONNECTION FOR ALL APPLIANCES. 5. VENT ALL PRV STATIONS OR PROVIDE VENTLESS PRVS FOR GAS SERVICE. PROVIDE TEST TEES AND ISOLATION VALVES AT EACH REGULATOR VALVE FOR CALIBRATION. 30 MBH UH 1 43', 1/2"G -- SEAL --- _ 36 CFH 1/2"G 36 CFH GENERATOR 42' LIDO 0 5840 MBH 30, 3"G �¢,.tv 6870 CFH 3"G 6a, CFH t 3/4"G 1 ` 45 MBH UH 2 38% 1/2"G 89 CFH , ` 04/13/2020 ;,`yam 53 CFH 38'F"Sh1AL'��w 30 MBH []_21_, 1/2"G 3"G 36 CFH 6995 CFH 15' 110 MBH 110 MBH 4000 MBH 4000 MBH --- _ 130 CFH 130 CFH 4705 CFH 4705 CFH 30 MBH 5, 1!2"G 36CFH UH-1 F-2 F-3 B-1 B-2 65,1/2"G 30 MBH UH-1 30 MBH 1/2"G 30 MBH UH-1 65', 1/2"G 3"G 36 CFH 36 CFH 36 CFH 7031 CFH C9 (7 O O 5 M m in in Cn 30 MBHEPL 1/2"G 30 MBHEPL 1/2"G 30 MBH 00 36 CFH 36 CFH 36 CFH UH-1 3/4"G 3/4"G 3/4"G 72 CFH 72 CFH 72 CFH 60' 60' 60' 4" MG VALVED AND CAPPED 2-1/2"G UH-1 30 MBH 30, 1/2"G UH-1 30 MBH 30', 1/2"G FOR FUTURE GREENHOUSE. 7031 CFH 1"G 36 CFH 36 CFH FUTURE N 3/4"G 3/4"G PACKING 100 MBH 445' 260 CFH 108 CFH 108 CFH 120 CFH � (0 50, 28' 28' LINE CV) 30 MBH 30', 30', 1/2" 1/2"G 30 MBH G i 1 C 00 UH-1 UH-1 f------------ UH-5 GN 0 O 36 CFH 36 CFH i G/ 3"G 4"G 4"G LL 9670 CFH 9670 CFH 9410 CFH 4"G 1 4"G 1 2-1/2"G 144 CFH 144 CFH 7031 CFH 440' 20' 20' 30' 30' 1-1l4"G LL Z O 10 0 445' J O O VENT PRV THRU _J ROOFNVALL.TYP. ''^^ U U 4"G 1-1/4"G 1/2"G 1/2"G 1/2"MG 1-1l4"MG 4"MG 4"MG V! 4"G 4"G 4' 16773 CFH 06 1009 CFH 17782 CFH 144 CFH 17926 CFH 144 CFH 18070 CFH 72 CFH 185' 17928 CFH 18142 CFHLf) J 395' 300' 300' 208' 202' 135129' 92' 95" 90, U 4" MG 4" MG 4" MG 4" MG 4" MG •-•- 7 2 C 1-1 /4"MG 72 CFH 3/4"G 1-1/4"G 1-1/4"G 1-1/4"G 1-1/4"G 1-1/4"G 4"MG 145' 4" MG 395' 72 OF 337 CFH 467 OF 702 CFH 937 CFH 1009 CFH 18142 CFH 108, 67' 57' 15' 15' 5' 86, 4441 1/2"G 4"MG 4"MG 72 CFH 1-1l4"G 4"MG i 35856 CFH 18262 CFH � 5 i 1/2"G 10, 17928 CFH 90, 10, 72 CFH 95' 5 J RE 1/P44 POT C9 C9 C7 i ----- T.B.D " tV PACKING 6MEDIUM PRESSURE Current Issue: o o N c i w LINE NATURAL GAS FROM METER, TU PERMIT REVIEW TOTAL CONNECTED LOAD. E Fu H-1 UH-1 FUTURE UH-1 WH-1 F-1 WH 3 WH-3 UH-1 UH-1 L-----� Issued: 30 MBH 30 MBH 30 MBH 30 MBH 250 MBH 110 MBH 199 MBH 199 MBH 30 MBH 30 MBH PERMIT REVIEW 10,18,2019 36 CFH 36 CFH 36 CFH 36 CFH 265 CFH 130 CFH 235 CFH 235 CFH 36 CFH 36 CFH - 'FORCONSTRUCTION12,19.2019' 'OADDENDUM4 04.132020 1 GAS PIPING SCHEMATIC SCALE: NONE Sheet Title: PLUMBING DIAGRAMS Date: 12.19.2019 Designed: SKIN Reviewed: WGP Project No: 10120.00 Sheet No: P4. Scale: As Shown: SERVICE WIRING SCHEDULE COPPER ALUMINUM AMPS 3W 4W GROUNDING ELECTRODE CONDUCTOR f3WI (4W)GROUNDING ELECTRODE CONDUCTOR 10, 3 WIRE 30,4WRE W.P. M.F. C.E.C. G.RING G.ROD 10,3 WIRE 30,4 WIRE W.P. M.F.I C.E.C. 1 G.RING G. ROD 4000 ll[(3-500 KCMIL) WC] 11[(4-500 KCMIL) 3 i/2"Cj #310CU #310 CU #310 CU # 3/0 CU i #6 CU 11 [(3-700 KCMIL) 3 1/2"C) 111(4-700 KCMIL) 4"C] #3f0 CU #3/0 CU #310 CU � #3/0 CU #6 CU CONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC)AND TABLE 5 (THHN INSULATION). ABBREVIATIONS; W.P.-WATERPIPE; M.F.- METAL FRAME OR STRUCTURE; C.E.C.-CONCRETE ENCASED ELECTRODE; G.RING.-GROUND RING; G.ROD -GROUND ROD, PIPE OR PLATE ELECTRODE TRANSFORMER SCHEDULE SIZE PRIMARY (48OV, 30,3W) SECONDARY(208V, 30,4W) DIMENSIONS (IN.) HEATLOSS (KVA) GROUNDING (W) EIGHT(LBS. FLA OCPD FEEDER FLA OCPD FEEDER HEIGHT WIDTH DEPTH 75 90 125A 3P (341 + 1-111613) 1 1/2"C 208 250A 3P (4.250 + 144G) 2 IlZ C 142 37 32 24 2535 750 112.5 135 175A 3P (3-2/0 + 1-MG) 2"C 313 400A 3P (4-500 + 143G) 3 1/2"C 14110 42 36 24 3830 1050 GENERAL NOTES: A. PRIMARY OVERCURRENT PROTECTION PER N.E.C. TABLE 450.3(8). B. SECONDARY OVERCURRENT PROTECTION PER N.E.C. TABLE 450.3(8). C. BONDING AND GROUNDING CONDUCTOR PER N.E.C. TABLE 250.66. D. ALL CONDUCTORS ARE COPPER. SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP. ELECTRICAL LOAD SUMMARY SWITCHBOARD: MSB VOLTAGE 277/480V, 3PH, 4W MINIMUM BUS: _ 4000 LOCATION: PANELS/RISERS SERVICE SUBTOTAL DEMAND SERVICE TOTAL HP7 LP1 LP2 HMI HOST HL1A1B RESIDENTIAL 0 1 0 0 0 0 0 100% 0 LIGHTING 0 13414 0 0 0 648945 662359 126% 827949 RECEPTACLES 0 21320 0. 39906 360 0 61586 NEC 220 35793 LARGEST MOTOR 0 0 0 0 0 0 0 25% 0 MOTORS 0 9312 0 127164 2167BB 0 353274 100% 353274 EQUIPMENT 143925 31327 32796 33255 142866 0 384169 100% 384169 APPLIANCES 0 6000 0 0 0 0 6000 0 6000 SERVICE TOTAL (KVA): 1607.2 SERVICE TOTAL [A): 1934 SHORT CIRCUIT / VOLTAGE DROP CALCULATION SUMMARY z a VOLTAGE/ TAG PHASE LENGTH (FT) COPPER/ ALUMINUM CONDUIT WIRE SIZE #OF SETS FEEDER VOLTAGE DROP (%) TOTAL VOLTAGE DROP (%) Ise AVAILABLE UPSTREAM Isc FAULT ( ) F1 UTILITYXFMR 480V, 30 - - - - 53,250 F2 MSB 48OV, 30 50 C N 350 5 0.5% 0.5% 53,250 49,100 F3 HM1 480V, 30 20 C S 3 2 0.3% 0.7% 49,100 35,782 F4 HM2 48OV, 30 10 C S 250 1 0.0% 0.8% 35,782 33,182 F5 HPt 480V, 30 20 C S 3 2 0.3% 0.7% 49,100 35,782 F6 HL1A 480V, 30 80 C S 1 350 2 1 0.3% 1 0.7% 49,100 11 36,111 F7 HL1B 48OV, 30 80 C S 350 2 1 0.3% 1 0.7% 49, 100 36,111 F8 ATS-OS 480V, 30 30 C S 350 2 0.1% 0.6% 49,100 43,265 F9 HOS1 480V, 30 20 C S 350 2 0.1% 0.6% 43,265 40,088 F10 HOS2 480V, 30 20 C S 250 1 0.1% 0.6% 43,265 36,374 F11 TX-LOS1 48DV, 30 10 C S 2X 1 0.1% 40,088 35,336 F12 LOS1 208V, 30 10 C S 500 1 _ _0.7% _ 0.1% 0.1% 13,413 12,770 F13 TX-LPl 480V, 30 15 C S 1 1 0.1% 0.5% 49,100 35,986 F14 LP1 208V,30 10 C S 250 1 0.1% 0.1% 10,148 9,653 F15 TX-LP2 480V,30 20 C S 1 1 0.1% I 0.5°h 49,100 33,043 F16 LP2 208V, 30 10 C S 250 1 0.1°/4 0.1% 10,148 9,653 F17 FIRE PUMP 480V, 30 430 C S 2 1 2.0°h 1 2.0% 53,250 3,552 PER THE UTILITY, THE MAXIMUM AVAILABLE (SYMMETRICAL) FAULT AT THE SECONDARY SIDE OF THE SERVICE TRANSFORMER IS 53,250 AMPS, ASSUMING A 2500 KVA TRANSFORMER. SHORT CIRCUIT CALCULATIONS ARE FURNISHED FOR ALL FAULT LEVELS ABOVE 10,000 AMPS @ 208 VOLT (14,00 AT 480 VOLT). ANY FAULT CURRENT BELOW THIS LEVEL IS CONSIDERED SAFE FOR THE ELECTRICAL SYSTEM TO CLEAR OR EQUIPMENT IS BUILT TO WITHSTAND THIS LEVEL OF FAULT SAFELY. MECHANICAL EQUIPMENT WIRING AND CONNECTIONS ITEM FURNISHED SET IN PLACE OR WIRED / CONNECTED UNDER MTD.UNDER UNDER 1 EQUIPMENT MOTORS AND THERMAL OVERLOADS, RESISTANCE HEATERS MD MD ED 2' VFDs MOTOR CONTROLLERS; MAGNETIC STARTERS, REDUCED MD ED VOLTAGE STARTERS AND OVERLOAD RELAYS ED(a) DISCONNECT SWITCHES (FUSED OR NON -FUSED), HP RATED 3. SWITCHES, THERMAL OVERLOAD SWITCHES AND FUSES, AND ED(a) ED(a) ED MANUAL OPERATING SWITCHES PUSHBUTTON STATIONS, PILOT LIGHTS, MULTI -SPEED SWITCHES, FLOAT SWITCHES, THERMOSTATS, CONTROL 4.RELAYS, TIMECLOCKS, CONTROL TRANSFORMERS, CONTROL MD MD MD(b) PANELS, MOTOR VALVES, DAMPER ACTUATORS, SOLENOID VALVES, EP AND PE SWITCHES AND INTERLOCKS 5" 120 VOLT POWER FOR BAS PANELS, FIRE PROTECTION AND BOILER CONTROLS ED ED ED 6. FIRE/SMOKE DAMPERS AND ELEVATOR VENT DAMPERS MD MD ED(c) MD = MECHANICAL DIVISION ED = ELECTRICAL DIVISION NOTES: (a) IF FURNISHED AS PART OF FACTORY -WIRED EQUIPMENT, THEN WIRING AND CONNECTIONS ONLY BY ED (b) IF ANY OF THESE DEVICES CARRY THE FULL LOAD CURRENT TO ANY MOTOR THEY SHALL BE CONNECTED BY ED. CONTROL DEVICES CARRYING FULL LOAD CURRENT FURNISHED BY MD AND WIRED BY ED SHALL BE LOCATED AT THE DEVICE BEING CONTROLLED, UNLESS SHOWN ON DRAWINGS OR MUTUAL AGREEMENT IS MADE BETWEEN THE CONTRACTORS WITH NO CHANGE IN THE CONTRACT PRICE. (c) WIRING FROM ALARM CONTACTS TO ALARM SYSTEM BY ED; ALL CONTROL FUNCTION WIRING BY MD. DUCT DETECTORS FURNISHED BY ED, SET IN PLACE BY MD GENERAL NOTE: THE ABOVE LIST DOES NOT ATTEMPT TO INCLUDE ALL COMPONENTS. ALL ITEMS NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED IN THE BASE CONTRACT. UTILITY METER UTILITY TRANSFORMER BY M HCE (EST. 2000KVA) T PANEL 'HM2' 250A MLO F4 PANEL 'HM1' 400A MLO F3 SPD TYYI-PEEF'U� I IJI I PANEL MLOI I F5 75KVA, 480V PRIMARY - 208Y/120V SECONDARY T F13 F' 75KVA, 480V PRIMARY - 208Y/120V SECONDARY F15 T F PANEL 'HL1A' 600A MCB F6 PANEL LPV 250A MCB PANEL 'LP2' 250A MCB PANEL HL1 S 600A MCB F7 PANEL 'HOS2' 250A MLO PANEL 'HOS1' 600A MCB F9 S ATS-OS D 600A 48OV 4-POLE L FS I d c c a. 0. d 0_ o- 4000KRP-C a o o o a 4000A3P vai vQi N G F1 F1 F2 ARY PRIMFEEDER 4000A(4W) BY IREA MAIN DISTRIBUTION PANEL'MSB' 4000A, 480Y/277V, 4, 4W 60kAIC, NEMA 3R GROUNDING ELECTRODE CONDUCTORS SIZED PER WIRING CHART. THIS SHEET. BLDG. STEEL IN DIRECT CONTACT WITH EARTH I.A.W. N.E.C. 250.52 METAL UNDERGROUND WATER PIPE I.A.W. N.E.C. 250.52 CONCRETE -ENCASED ELECTRODE I.A.W. N.E.C. 250-52 GROUND ROD I.A.W. N.E.C. 250-52 WIRING SCHEDULE - COPPER AMPS (2WG) PING) (4WG) (5WG) IG 10, 2 WIRE, GROUND 10, 3 WIRE, GROUND OR 30,3 WIRE, GROUND 30,4 WIRE, GROUND 30, 6 WIRE, GROUND, 200% NEUTRAL ISOLATED GROUND 20 (2#12 & 1#12 G) 3/4"C (3#12 & 1#12 G) 3A"C (4#12 & 1#12 G) 3/4"C (3#10, 1#6 N & 1#12 G) 314"C 1#121G 30 (2#10 & 1#10 G) 3/4"C (3#10 & 1#10 G) 3/4"C (4#10 & 1#10 G) 314"C (348, 1#4 N & 1#10 G) VC 1#101G 40 (208 & 1#10 G) 3/4"C (3#8 & 1#10 G) 3/4"C (4#8 & 1#10 G) VC (3#8, 1#3N&1#10 G) VC 1#101G 50 (2#6 & 1#10 G) 3/4"C (3#6 & 1#10 G) VC (4#6 & 1#10 G) 1"C (444 & 1#10 G) 1 1M-C (3#4, 1#1 N & 1#10 G) 1 114-C 1#101G 60 (2#4 & 1#10 G) 1"C (3#4 & 1#10 G) VC (3#2, 1#2/0 N & 1#10 G) 1 1/4"C 1#10 IG 70 (2#4 & 1#8 G) VC (3#4 & 1#8 G) 1 114"C (4#4 & 1#8 G) 1 1/4"C (3#2, 1#2/0 N & 1#8 G) i 112"C 1#8 IG 80 (2#2 & 1#8 G) VC (3#2 & 1#8 G) i 1/4"C (4#2 & 1#8 G) 1 112"C (3#1, 1#3/0 N & 1#8 G) 2"C 1#8 IG 90 (2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8 G) 1 112-C (3#1, 1#310 N & 1#8 G) 2"C 1#8 IG 100 (2#1 & 1#8 G) I 14"C (3#1 & 1#8 G) 1 1/2"C - (4#1 & 1#8 G) 1 1/2"C (3#1, 1#3/0 N & 1#8 G) TC 1#8 IG 110 (2#1 & 1#6 G) 1 1/4"C (3#1 & 1#6 G) 1 1/2"C (4#1 & 1#6 G) 1 1/2"C 126 (2#1 & 1#6 G) 1 1/4"C (3#1 & 1#6 G) 1 1/2"C (4#1 & 1#6 G) 11/2"C (5#2/0 & 1#6 G) 2 1Y2"C 1#e IG ISO (2#110 & 1#6 G) 1 1/4"C (3#1/0 & 1#6 G) 1 117C (4#110 & 1#6 G) TC (5#3/o & 1#6 G) a 1n"c i#e IG 175 (2#210 & 1#6 G) 1 1121PC (3#2/0 & 1#6 G) TC (4#2/0 & 1#6 G) 2"C (5#4/0 & 1#6 G) 3"C 1#6 IG 200 (20/0 & 1#6 G) 1 1/2"C (3#310 & 1#6 G) TC (4#3/0 & 1#6 G) 2"C (5-250 KCMIL81#6 G) 3"C 1#6 IG 226 (2#4/0 & 1#4 G) T'C (3#4/0 & 1#4 G) 2"C (44/0 & 1#4 G) 2 117C (5-300 KCMIL & 1#4 G) 3"C 1#4 IG 260 (2-250 KCMIL & 1#4 G) 2"C (3-250 KCMIL & 1#4 G) 21/2"C (4-250 KCMIL & 1#4 G) TC (5400 KCMIL & 1#4 G) 312"C 1#4 IG 300 (2-350 KCMIL & 1#4 G) 2"C (3-350 KCMIL & 1#4 G) 3"C (4350 KCMIL & 1#4 G) 3"C (5-500 KCMIL &1#4 G) 4"C 1#41G 380 (2-5D0 KCMIL & 1#3 G) 2112"C (3-500 KCMIL & 1#k3 G) TC (4-500 KCMIL & 1#3 G) 3 1/2C 2[(5250 KCMIL & 1#3 G) 3"C] 1#3 IG 400 2[(2#WO & 1#3 G)1 1/ZC] 2[(3#3/0 & 1#3 G) 2"Cj 2[(493/0 & 1#3 G) 210C] 2[(5.250 KCMIL & 1#3 G) 3"C] 1#3 IG 460 2[(2#4/0 & 1#2 G) 2"C] 2[(3#4/0 & 4#2 G) 2"C] '2[(494/0 & 1#2 G) 212"C] 2[(5-300 KCMIL & 1#2 G) YC] 1#2 IG 600 2[(2-250 KCMIL & 1#2 G) 2"C] 2[(3-250 KCMIL & 1#2 G) 2 1/2"C] 2[(4-250 KCMIL & 192 G) 3"C] 2[(5-400 KCMIL & 1#2 G) 312"C] 1#2 IG 800 2[(2-350 KCMIL & 1#1 G) 2 1/2"Cj 2[(3-350 KCMIL & 1#1 G) 3"C] 2[(4-350 KCMIL & 1#1 G) 3"C] 3[(6-250 KCMIL & 1#1 G) YC] 1#1 IG CONDUCTOR SIZES ARE BASED ON 60' TERMINATIONS LESS THAN 100A AND 75" TERMINATIONS GREATER THAN 100A CONDUIT SIZES ARE BASED ON NEC TABLE 4 RNC AND TABLE 5 THHN INSULATION). 112.5KVA, 480V PRIMARY - 208Y/120V SECONDARY PANEL LOSV F11 T F12 MCB FUTURE OPTIONAL STAND-BY LOADS ON GENERATOR JOCKEY PUMP 1/2HP L ATS-EM 30A, 48OV, 4-POLE FIRE PUMP 30HP bs. FIRE PUMP CONTROLLER 100A, 48OV, 4-POLE L L80A4WG) F17 ELECTRICAL ONE -LINE DIAGRAM SCALE:NTS PUMP ONE -LINE NOTES: 1. REFERENCE WIRING SCHEDULE THIS SHEET FOR WIRING CONFIGURATIONS. 2. REFERENCE MECHANICAL EQUIPMENT SCHEDULE FOR CONNECTION REQUIREMENTS OF MECHANICAL EQUIPMENT IDENTIFIED ON THIS SHEET. 3. REFERENCE PANEL SCHEDULES FOR PANEL CONFIGURATION AND DEMAND LOAD CALCULATIONS. 4. REFERENCE TRANSFORMER SCHEDULE FOR FEEDERS, GROUNDING, AND OVERCURRENT PROTECTION SIZES FOR DRY -TYPE TRANSFORMERS. 5. UNLESS OTHERWISE NOTED, FEEDER SIZES NOTED ARE BASED ON COPPER CONDUCTORS, 75°C. CONTRACTOR SHALL ADJUST FEEDER SIZES AND CONFIRM VOLTAGE DROP AND FAULT CURRENT CALCULATIONS FOR ALUMINUM CONDUCTORS. 6. PROVIDE ARC ENERGY REDUCTION METHOD OR SWITCH IN COMPLIANCE WITH NEC 240.87 FOR ALL CIRCUIT BREAKERS FRAME -RATED FOR 1200A AND LARGER. 7. ALL FEEDER SIZES IDENTIFIED WITH "--V1", "--V2", OR "--V3" HAVE BEEN UPSIZED FOR VOLTAGE DROP. CONFIRM APPROXIMATE FEEDER LENGTH IN FIELD WITH ENGINEER PRIOR TO INSTALLATION. 8. CONTRACTOR TO CONFIRM WIRING REQUIREMENTS FOR THE FIRE PUMP AND JOCKEY PUMP WITH THE FIRE PROTECTION CONTRACTOR PRIOR TO INSTALLATION. GEN 100KW OUTPUT AT 5500' ELEV 480Yl277V, 3a, 3W DIESEL * TYPE 1R WIRING SCHEDULE - ALUMINUM AMPS. PING) (3WG) (4WG) (SWG) IG 10, 2 WIRE, GROUND 10, 3 WIRE, GROUND OR 30,3 WIRE, GROUND 30.4 WIRE, GROUND 30. 5 WIRE, GROUND, 200% NEUTRAL ISOLATED GROUND 60 (2#4 & 1#8 G) 11-C (3#4 & 1#8 G) 1 1/4"C (4#4 & 1#8 G) 1 1/4"C (3#2, 1#210 N & 1#8 G) 1 1/2"C 1#8 IG 70 (2#2 & 1#8 G) 1 114-C (3#2 & 1#6 G) 1 114"C (4#2 & 1#6 G) 1 1l2"C (3#2, 1#2/0 N & 1#6 G) 1 1211C 1#6 IG 80 (2#2 & 1#6 G) 1 1/4"C (3#2 & 1#6 G) 1 1/4"C (4#2 & 1#6 G) 1 12"C (3#1, 1#3/0 N & 1#8 G) 2"C 1#e IG 90 (2#2 & 1#8 G)1 1/4"C (3#2 & 1#6 G)1 V4"C (4#2 & 1#6 G)1 112"C (5#110 & 1#8 G) TC 1#8 IG 100 (2#1 & 1#6 G) 1 114"C (3#1x& 1#6 G) 1 12"C (4#1 & 1#6 G) 1112"C - (5#2/0 & 1#6 G) 212"C 1#6 IG 110 (2#1/0 & 1#4 G) 1 t/4"C (3#1/0 & 1#4 G) 1 11TC (4#110 & 1#4 G) 21'C (5#3/0 & 1#4 G) 2112"C 1#4 IG 125 (2#210 & 1#4 G) 1 12"C (3#2/0 & 1#4 G) 2"C (4#2/0 & 1#4 G) 2"C (5#4/0 & 1#4 G) 3"C 1#4 IG ISO (2#3/0 & 194 G) 1 1/T'C (3#3/0 & 1#4 G) 2"C (4#3/0 & 1#4 G) 21/TC (5-250 KCMIL & 1#4 G) 3"C 1#4 IG 176 (2#4/0 & 1#4 G) T'C (3#4/0 & 1#4 G) 2"C (44WO & 1#4 G) 21/2"C (5-300 KCMIL & 1#4 G) YC 1#4 IG 200 (2-250 KCMIL & 1#4 G) TC (3-250 KCMIL & 1#4 G) 2 1!T'C (4-250 KCMIL & 1#4 G) 3"C (5350 KCMIL & 1#4 G) 311TC 1#4 IG 225 (2-300 KCMIL & 1#2 G) 2"C (3-300 KCMIL & 1#2 G) 2 1/2"C (4-300 KCMIL & 1#2 G) 3"C (5500 KCMIL & 1#2 G) 4"C 1#2 IG 250 (2-350 KCMIL & 1 #2 G) 2 1/2"C (3-350 KCMIL & 1#2 G) 3"C (4-350 KCMIL & 1#2 G) 3-C (5-600 KCMIL & 1#2 G) 4"C 1#2 JG 300 (2-500 KCMIL & 1#2 G) 2112"C (3.500 KCMIL & 1#2 G) 3"C (4.500 KCMIL & 1#2 G) 3 1/T'C (5-700 KCMIL & 1#2 G) 5-C 1921G 380 (2-750 KCMIL & 1#1 G) YC (3-750 KCMIL & 1#1 G) 312- (4-750 KCMIL & 1#1 G) 4" 2[(5-350 KCMIL & 1#1 G) 3 1/2"C] 1#1 IG 4 00 2[(2-250 KCMIL & 1#1 G) 2"C] 2[(3-250 KCMIL & 1#1 G) 21ZC] 2[(4-250 KCMIL & 1#1 G) sq 2[(5-350 KCMIL & 1#1 G) 3 1/T'C] 1#1 IS 460 2[(2-300 KCMIL & W10 G) 2"C] 2[(3-300 KCMIL & 1#110 G) 212"C] 2[(4-300 KCMIL & 1#1/0 G) 3"C] 2[(5-50D KCMIL & 1#1/0 G),v-q 1#110IG S00 2[(2-350 KCMIL & 1#1/0 G) 21/2"C] 2[(3-350 KCMIL & 1#110 G) 3"Cj 2[(4-350 KCMIL & 1#1/0 G) 3!,q 2[(5-800 KCMIL & 1#1/0 G) S'Cj 1#110IG Goo 2[(2-500 KCMIL & 1#210 G) 2 IlT'Cj 2[(3-500 KCMIL & 1#210 G) 3"C] 2[(4-500 KCMIL & 1#210 G) 3 112"C] 2[(5-700 KCMIL & 1 #210 G) Tq 1#2(0 IG CONDUCTOR SIZES ARE BASED ON 75° TERMINATIONS. CONDUIT SIZES ARE BASED ON NEC TABLE (RNC) AND TABLES HHN INSULATION. SEAL M. 5 • ,ryL/sw , �. 4/132020 ; r M N 0 M 00 Q � LL � z O J O UO 00 Ln J_ I Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW_ 10.18,2019 FOR CONSTRUCTION 12.10 2019 dADDENDUM4 04,132020� IL._. Sheet TICE: ELECTRICAL ONE -LINE DIAGRAM AND ,SCHEDULES Date: 12.19 2019. (Designed: JLW (Reviewed: EMR_ Project No: 10120.00 No: E-0.01 KEYPAD SCHEDULE KEYPAD TAG LOCATION BUTTON # PROGRAMMING RELAYS REQUIRMENTS CONTROLLED NOTES LP1 SKI =UTURE EQUIPMENT 1 ONIOFF Zi SK2 UTURE EQUIPMEN i ON/OFF Z7 2 3 ON/OFF Z2 ON/OFF Z3 _ 4 OWOFF Z4 SK3 IRRIGATION 112 1 ON/OFF Z2 2 _ 3 ON/OFF Z3 ~ ON/OFF Z4 4 ON/OFF Z5 SK4 NUTRIENTS 122 1_ ON/OFF Z2 2 ON/OFF Z3 _ 3 ON/OFF Z4 SK5 RECEIVING 111 1 ON/OFF Z5 2 ONfOFF Z6 - - - - - NOT USED - - _ - - NOT USED SK8 iWOMEN'1090CKERS i ON/OFF Z18 SK9 EGRESS11EESTIBULE 1 ON/OFF Z15 SK10 REFRIGERATOR 118 1 ONIOFF Z10, Z26, Z31, Z32 SK11 LOADING 117 1 ONIOFF Z16 SK12 NORTH CORRIDOR 1 ONIOFF Z13 SK13 PEAT FILLING 114 1 ONIOFF Z2 2 ON/OFF Z3 3 ON/OFF Z4 SK14 GREENHOUSE CORRIDORS 1 ON/OFF Z12 2 ON/OFF Z14 SK15 SOUTH CORRIDOR 1 ON/OFF Z11 SK16 �'MEN'S LOCKERS 110 1 ON/OFF Z17 SK17 OPEN OFFICE 1 ON/OFF Z25 (6) SK18 STOR 105 1 ONIOFF Z28 SK19 ENTRY HALL 104 1 ON/OFF Z29 SK20 BREAK RM 108 1 ON/OFF Z29 2 ONIOFF Z30 SK21 13REAK RM 108 1 ONIOFF Z30 1. REFER TO DRAWINGS FOR SWITCH TYPE QUANTITIES AND LOCATIONS. 2. CONTROLS MANUFACTURER TO PROVIDE PRE -WIRE, STARTUP, PROGRAMMING, AND TRAINING VISITS AS A PART OF THE CONTROLS PACKAGE. 3. DO NOT LOCATE KEYPADS WITHIN 6' OF TEMPERATURE SENSORS 4. SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY ENGINEER OF RECORD PRIOR TO PURCHASE 5. CONFIRM ALL KEYPAD LOCATIONS PRIOR TO ROUGH IN AND INSTALLATION Q M V LIGHTING CONTROL DEVICES TYPE DESCRIPTION PROGRAMMING REQUIREMENTS NOTES S WALL MOUNT, SINGLE POLE TOGGLE NIA SWITCH S3 WALL MOUNT, 3-WAY TOGGLE SWITCH WA Sol WALL MOUNT, 0-10V DIMMER, SINGLE POLE ON AND 0-10V DIMMING CONTROL VIA LOCAL DIMMER 2,3,7 CONTINUOUS DIMMING DOWN TO 15%OF RATED POWER WHEN DAYLIGHT AND ELECTRIC LIGHT PROVIDE 20FC AT FLOOR LEVEL. PROGRAM 1 MINUTE SP1 DAYLIGHT SENSOR DELAY AS DAYLIGHT CONTRIBUTION CHANGES RAPIDLY. WITH DAYLIGHT 1,4,5 CONTRIBUTION DECREASE, RAMP UP AT 5% PER SECOND. WHEN DAYLIGHT CONTRIBUTION INCREASES, RAMP DOWN AT 20% PER SECOND LIGHT -LEVEL MONITORING RANGE: 1.5 TO 10FC WITH AN ADJUSTMENT TO TURN -ON AND TURN-OFF LIGHTS AT FOOTCANDLE LEVELS WITHIN THAT RANGE, AND A DIRECTIONAL LENSE IN FRONT OF THE PHOTOCELL TO SP2 WET RATED PHOTOCELL SENSOR PREVENT FIXED LIGHT SOURCES FROM CAUSING UNINTENTIONAL 1,4 SHUT-OFF. TIME DI -AY: FIFTEEN SECOND MINIMUM, TO PREVENT FALSE OPERATION. PHOTOCELL TO BE MOUNTED FACING NORTH MANUAL ON VIA LOW VOLTAGE PUSH BUTTON, AUTOMATIC OFF AFTER 20 1,6 SV1 DUAL TECH VACANCY SENSOR MINUTES OF UNOCCUPIED SPACE PASSIVE INFRARED CEILING MOUNTED MANUAL ON VIA LOW VOLTAGE PUSH BUTTON, AUTOMATIC OFF AFTER 20 1,6 SV2 VACANCY SENSOR, LOW TEMPERATURE, MINUTES OF UNOCCUPIED SPACE WET RATED AUTOMATIC ON UPON DETECTION OF OCCUPANCY, AUTOMATIC OFF AFTER 1,6 S01 DUAL TECH OCCUPANCY SENSOR 20 MINUTES OF UNOCCUPIED SPACE CORNER MOUNT DUAL TECH OCCUPANCY AUTOMATIC ON UPON DETECTION OF OCCUPANCY, AUTOMATIC OFF AFTER 1,7 S02 SENSOR 120 MINUTES OF UNOCCUPIED SPACE PASSIVE INFRARED CEILING MOUNTED AUTOMATIC ON UPON DETECTION OF OCCUPANCY, AUTOMATIC REDUCTIO 1'8 S03 OCCUPANCY SENSOR, LOWTEMPERATUR •OF 50%LIGHTING POWER AFTER 20 MINUTES OF UNOCCUPIED SPACE WET RATED A. ALL MANUALLY DIMMED LIGHTING LOADS SHALL BE CAPABLE OF DIMMING LIGHTS TO OFF SETTING. DIMMING COMPATIBLITY BETWEEN THE CONTROLS AND LIGHT FIXTURES SHALL BE COORDINATED BY THE EC TO ENSURE THAT LIGHTING IS ABLE TO DIM, WITH NO VISIBLE FLICKER, TO THE LEVEL NOTED ON THE LIGHTING FIXTURE SCHEDULE. B. FINAL OCCUPANCYAND DAYLIGHT SENSOR LOCATIONS SHALL BE PROVIDED BY MANUFACTURER AND LOCATED PER APPROVED SHOP DRAWINGS. LOCATIONS INDICATED IN THERE DRAWING SHALL BE REVIEWED AND ALTERED AS NECESSARY FOR CORRECT OPERATION BY MANUFACTURER. IF OPERATION OF SENSOR DOES NOT MEET THE INTENT OUTLINED IN THESE DOCUMENTS, THE MANUFACTURER REPRESENTATIVE SHALL PROVIDE FIELD RECTIFICATION SERVICES AS NECESSARY IN ORDER TO RECONFIGURE SYSTEM TO MEET THE DESIGN INTENT. C. ALL DEVICE FINISHES TO BE REVIEWED AND APPROVED BY ARCHITECT AND/OR INTERIOR DESIGNER PRIOR TO PURCHASE. D. REFER TO DRAWINGS FOR SWITCH TYPE QUANTITIES AND LOCATIONS. E. PROM DE POWER PACKS AND ROOM CONTROLLERS AS NECESSARY F. PLANS WITHIN DRAWINGS ARE PROVIDED TO COMMUNICATE DESIGN INTENT, SYSTEM SHALL BE WIRED AND PROGRAMMED ACCORDING TO APPROVED SHOP DRAWINGS. G. SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY BG BUILOINGWORKS PRIOR TO PURCHASE. W ALL DEVICES LISTED IN CONTROL SCHEDULE ARE NOT NECESSARILY USED. I. PROVIDE FACEPLATES FOR USE WITH ALL SWITCHES/DIMMERS, CONSIDERING CONGREGATION OF ADJACENT DEVICES. J. THIRD PARTY COMMISSIONING SHALL BE PROVIDED AS REQUIRED BY THE IECC. K. ALL AUTOMATIC SENSING DEVICES SHALL BE SELF LEARNING TO MITIGATE NUISANCE TRIPPING. 1. MOUNT PER MANUFACTURER RECOMMENDATIONS TO ENSURE PROPER PERFORMANCE. 2. TO BE REVIEWED WITH FINAL LIGHT FIXTURE SELECTION TO ENSURE COMPATIBILITY AND DIMMABILITY PER ABOVE NOTES. 3. CONGREGATE ADJACENT DEVICES UNDER SINGLE FACEPLATE 4. LIGHT LEVEL SETTING/PROGRAMMING TO BE REVIEWED AND ADJUSTED IN THE FIELD AFTER INSTALLATION, AS REQUIRED. 5. CALIBRATION MECHANISMS TO BE READILY ACCESSIBLE AND LOCATED NO HIGHER THAN 11 FT ABOVE THE FINISHED FLOOR, 6. SENSOR PLACEMENT TO PROVIDE AMPLE COVERAGE ONCE EQUIPMENT HAS BEEN INSTALLED, CONTRACTOR SHALL COORDINATE WITH DEVICE TAG KEY 1. FIRST LETTER S = STAND ALONE CONTROL DEVICE R = ROOM CONTROLLER SYSTEM C = CENTRALIZED RELAY CONTROLS N = DISTRIBUTED NETWORKED SYSTEM. W= WIRELESS CONTROL SYSTEM $ = LOCAL SWITCH 2. SECOND LETTER 0 = OCCUPANCY SENSOR V = VACANCY SENSOR K = KEYPAD T = WALL MOUNTED TIMESWITCH P = PHOTOCELUDAYLIGHT SENSOR 3. NUMBERING NUMBER CONSECUTIVELY AS REQUIRED 4. SUPER SCRIPTS D = DIMMER J= DOOR JAMB K= KEYED 3=3WAY 4 = 4 WAY OF SHOP DRAWINGS. LUMINAIRE SCHEDULE LAMP / LIGHT SOURCE INPUT SPECIFIC TYPE DESCRIPTION MOUNTING _ WATTS DIMMING VOLT MANUFACTURER CATALOG NUMBER NOTES QTy TYPE LUMENS CRI CCT R1 2X2 FLAT PANEL TROFFER RECESSED 1 LED 2700 82 3500K 21 NIA 120 H.E. WILLIAMS LPT-22-L27/835-SA12125-DIM-UNV R2 2X2 TROFFER RECESSED 1 LED 2700 82 3500K 21 NIA 120 H.E. WILLIAMS LT-22-L27/835-AF-DIM-UNV 6DR-TL-L20/835-DIM-UNV-LM-OF- R3 6" DOWNLIGHT RECESSED 1 LED 2000 BO 3500K 19.1 NIA 120 H.E. WILLIAMS CS-N-F1 S1 GREENPOWER TOPLIGHTING PENDANT 1 LED N/A N/A NIA 1000 NIA -.277 PHILIPS NXT2 ALPHA 1000W HIS (HPS) (1) S2 4FT STRIP LIGHT PENDANT 1 LED 4231 80 - 3500K 40.2 0-10V 120 COLUMBIA LIGHTING CSL4-4035 (1) S3 4FT STRIP LIGHT, WATERPROOF, SEALED, PENDANT 1 LED 4490 80 3500K 38.5 0-10V 120 COLUMBIA LIGHTING LXEM4-35ML-RFA-ED (1) GASKETED S4.4 4FT LINEAR PENDANT PENDANT 1 LED 1200 90 3500K 10.4 0-10V 120 LITE CONTROL 31L-P-D-04-SOF-05-351<9-DO30- DOG-AC-UNV-FA1 (1) (2) 4FT LINEAR PENDANT WITH INTEGRAL PENDANT 1 LED 1200 90 3500K 10.4 0-10V 120 LITE CONTROL 3L-P-D-O4-SOF-05-35K9-D030- (1) S4.4.a VACANCY SENSOR DO0-AC-UNV-PA1-SO1 S4.8 SIFT LINEAR PENDANT PENDANT 1 LED 2400 90 3500K 20.8 0-10V 120 LITE CONTROL 3L-P-D-08-SOF-05-35K9-DO30- D00-AC-UNV-FA1-S01 (1) (2) W1 RESTROOM WALL SCONCE WALL 1 LED 2000 83 3500K 20 0-10V 120 EATON 674-31-W-L3/835-UNV-MB X1 THERMOPLASTIC EXIT SIGN, GREEN LETTERS, SURFACE 1 LED NIA N/A NIA 1 WA 120 H.E. WILLIAMS EXIT-G-EM-WHT-277 WHITE FINISH, 90 MINUTE BATTERY BACKUP ZAi SITE POLE POLE 1 LED 24303 70 , 4000K 135 N/A 277 KIM LIGHTING 1 SA-ALT3-P35-1 BOL-4K-277-DB PAIR -FT -NU 20-4K7-42A- ZB1 PAVILION BOLLARD BOLLARD 1 LED 1228 70 4000K 22 N/A 120 KIM LIGHTING DB-MW-UW-U NV ZWt EXTERIOR WALL MOUNT LITEPAK WALL 1 LED 4631 70 4000K 124.6 NIA 120 HUBBELL LNC4-36L4K-035-3-U-DB-SCP GENERAL NOTES: BOF = BOTTOM OF FIXTURE, RFD = RECESSED FIXTURE DEPTH, OFD = OVERALL FIXTURE DEPTH, OFH = OVERALL FIXTURE HEIGHT, TOP = TOP OF POLE, AFF = ABOVE FINISHED FLOOR THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTE PRICING WITHOUT A. FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND ELECTRICAL DIVISION SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWINGS AND SPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE PRICING. REFER TO DRAWINGS FOR FIXTURES REQUIRING EMERGENCY BATTERY BACKUP OPTION (SHOWN BY HATCH IN/OVER SYMBOL). MINIMUM LIGHT OUTPUT FOR EM BALLAST SHALL BE 600 LUMENS. BATTERY SHALL OPERATE FORA B. MINIMUM OF 90 MINUTES. C. INTERRUPT POWER SUPPLY TO DEMONSTRATE PROPER OPERATION OF ALL EMERGENCY LIGHTING PRIOR TO JOB COMPLETION. D. MINIMUM CRI FOR FRONT OF HOUSE LIGHT FIXTURES SHALL BE 80. MINIMUM CRI FOR BACK OF HOUSE LIGHT FIXTURES SHALL BE 80. E. ALL FINISHES TO BE REVIEWED AND VERIFIED BY ARCHITECT PRIOR TO PURCHASE. F. PROVIDE ALL PARTS, PIECES, AND COMPONENTS NECESSARY FOR A COMPLETE AND FUNCTIONAL SYSTEM. ELECTRICAL CONTRACTOR TO CONFIRM ALL MOUNTING ACCESSORIES PRIOR TO ORDER. G. CONFIRM DIMMING PROTOCOL WITH FINAL CONTROLS SPECIFICATIONS AND SHOP DRAWINGS. ELECTRICAL CONTRACTOR TO VERIFY PRIOR TO ORDER. H. ELECTRICAL CONTRACTOR TO COORDINATE ALL ACCESS PANELS, DRIVER LOCATIONS, AND TRANSFORMER LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. I. ELECTRICAL CONTRACTOR TO CONFIRM FIXTURE COMPATIBILITY WITH CEILING TYPE AND CEILING THICKNESS PRIOR TO FINAL FIXTURE ORDER, J. FOR ALL LINEAR FIXTURES, ELECTRICAL CONTRACTOR TO VERIFY EXACT FIXTURE LENGTHS PER FIELD MEASUREMENTS OR MILLWORK SHOP DRAWINGS, AS APPLICABLE, K. ELECTRICAL CONTRACTOR TO VERIFY FEED AND LENGTH OF LEAD WIRES REQUIRED AND REVISE AS NECESSARY. L. PROVIDE EXIT SIGN MOUNTING, FACES AND CHEVRONS PER PLANS. M. FOR ALL DECORATIVE LIGHTING, REFER TO INTERIOR DESIGN DOCUMENTATION FOR FIXTURE MOUNTING HEIGHT SPECIFIC NOTES: (1) MOUNT PER PLANS. PENDANT MOUNT AS REQUIRED BELOW DUCTWORK FOR MAXIMIMUM ILLUMINATION OF ROOM SURFACES (2) BID ALTERNATE. (3) R1�? v i E _d Z 8. � 0 uL 0 0 U ; = 0 c o 0 7 rn Z Lu a > 33 Q N W 3 J 6 ❑ 5 ar 0 '4n Q Yl LU > it N ae N W = m � N m � M M N � W MDO ry Q IL Z O J V J DO J Current Issue: PERMIT REVIEW Issued: PERMIT REVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 a ADDENDUM 4 04,13.2020 Sheet Title: ELECTRICAL SCHEDULES Date: 12.19.20T9. Designed: ' JLW Reviewed: EMR Project No., 10120.00 No: E-0.0 Scale: As Sho MECHANICAL EQUIPMENT SCHEDULE MARK DESCRIPTION VOLT PHASE HP WATTS FLA MCA MOCP FEEDER CIRCUIT SPECIFIC NOTES P-1 BASE MOUNTED BOILER CIRC PUMP 48013 15 - - 3OA(3WG) HOS2-49,51,53 - - - - - - - - - - NOT USED - - - - - - - - - NOT USED P•14 INLINE CICRCULATOR WH-1 HOT 120/1 - 125 - - 20A(2WG) LP1-8 - WATER RECIRC PUMP P 15 INLINE CIRCULATOR WH-3 HOT WATER 12011 270 20A(2WG) LOS1-9 RECIRC PUMP P-16 DOMESTIC WATER BOOST PUMP 48013 5 EA. - 18 - - 3OA(3WG) HOS2-19,21,23, (1) P_17 SUBMERSIBLE FILTERED COLD WATER 208/1 1 - 16 - - 20A(2WG) ( ) LOS1-11,13 PUMP - - - - - - - - - NOT USED P 19 SUBMERSIBLE WATR TREATMENT 48013 1!2 - 1.1 - - 20A 3WG ( ) HM1-20,22,24 (1) DISCHARGE SUMP PUMP - - - - - - - - - - NOT USED F 1 HORIZONTAL BREAK ROOM, KITCHEN, 120/1 - - 10.9 - 15 15A(2WG) LPl-82 (2) RESTROOMS FAN COIL F 2 HORIZONTAL MEZZANINE OFFICE 120/1 - - 10.9 - 15 1 5A(2WG) LP130 (2) SPACES- WEST FAN COIL F-3 HORIZONTAL MEZZANINE OFFICE SPACES- EAST FAN COIL 120/1 - - 10.9 - 15 1 2WG ` ) LPl-52 (2) - - - - - - - - - NOT USED EF-1 CENTRIFUGAL INLINE FAN 120/1 114 - 5.8 - - 20A(2WG) LPI.78 - - - - - - - - - - NOT USED EF-3 INLINE FAN 12011 3/4. - 13.8 - - 20A(2WG) LPl-16 EF-4 CEILING FAN 120/1 - 12 - - - 20A(2WG) LPl-50 - - - - - - - - - - NOT USED EF-6 GREENHOUSE ROOFTOP EXHAUST 48013 1 1/2 - 3 - - 15A 3WG ( ) SEE PLANS FAN EF-7 EMERGENCY SMOKE EXHAUST FAN 480/3 1 - 2.1 - - 20A(3WG) HOS2-50,52,54 CF-1 GH HORIZONTAL CIRCULATOR FAN 120l1 1/15 - .5 - - 20A(2WG) SEE PLANS UH-1 HORIZONTALIHYDRONIC 120/1 1/20 - 1.7 - - 20A(2WG) SEE PLANS UH-2 HORIZONTALIHYDRONIC 120/1 1120 - 1.7 - 20A(2WG) LP1-4 UH-3 HORIZONTALIHYDRONIC 12011 1/20 - 1.7 - - 20A(2WG) LP1.4 UH-4 HORIZONTAVHYDRONIC 120/1 1120 - 1.7 - - 20A(2WG) LP14 UH-5 HORIZONTALIHYDRONIC 120/1 1/8 - 6 - - 20A(2WG) UPI-4 UH-6 HORIZONTAUHYDRONIC 120/1 118 - 9 - - 20A(2WG) SEE PLANS UH-7 HORIZONTALIELECTRIC 208/1 - 3000 - -. - 20A(2WG) SEE PLANS B-1 HIGH-EFFICIENCY/CONDENSING 480/3 - 2400 - - 20 20A(3WG) HOS2-1,3,5 CU-1 MATCHED SYSTEM COMPONENT: F-1,2,3 208/1 - - 34.8 60 60A (2WG ) SEE PLANS - - - - - - - - - NOT USED AC-1 ROTARY SCREW 48013 30 - 40.0 - - 8OA(3WG) SEE PLANS WHA STORAGE, HI-EFF 120/1 - - - - - 15A(2WG) LPl-10 - - - - - - - - - NOT USED WH-3 WALL -HUNG HIGH-EFF, TANKLESS 120/1 I - - - - - 20A(2WG) LOS1-19 WS-1 WELL WATER -SOFTENING 120/1 - - - - - 20A(2WG) LPl-45 FE-1 WELL WATER -IRON FILTERS 12011 - - - - - 20A(2WG) LPl47 RO-1 SKID MOUNTED WELL WATER- 208/1 1 - 8.8 - - 20A ( 3WG ) LP1-81,83 REVERSE OSMOSIS FP-1 TECHNICAL BUILDING FIRE PUMP 480/3 30 - - - - - _ (3) JP-1 TECHNICAL BUILDING JOCKEY PUMP 48013 1/2 - - - - - - (3) GENERAL NOTES: A. SEE SPECIFICATIONS FOR ELECTRICAL DIVISION AND MECHANICAL DIVISION MOTOR STARTER COORDINATION. B. PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP. C. PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING, D. WHEN EQUIPMENT IS LISTED WITH ONLY A HORSEPOWER RATING THE DISCONNECT AND FEEDER ARE SIZED PER THE N.E.C. SPECIFIC NOTES: (1) DUPLEX PUMP SKID WITH ONE POINT OF ELECTRICAL CONNECTION. SIZES ARE FOR COMBINED MOTORS. (2) BIDALTERNATE. (3) REFER TO ONE -LINE DIAGRAM FOR CIRCUIT INFORMATION. 4 EQUIPMENT SCHEDULE VOLT I HP I CONNECTION FEEDER CIRCUIT SPECIFIC NOTES MARK . DESCRIPTION PHASE WATTS AMPS HARDWIRED RECEPTACLE I DISCONNECT HEIGHT LGC1 LOGISTICS CABINET 480V/3P 70.0 HP1-1,3,5 1 LC1 LINE CABINET 1 480V/3P 30.0 - HP1-7,9,11 LC2 LINE CABINET 2 480V/3P $0.0 HP1-13,15,17 LC3 LINE CABINET 3 48OV13P _ 30.0 HP1-19,21,23 LC4 LINE CABINET 480V/3P 30.0 HP1-25,27,29 LC5 LINE CABINET 5 48OV/3P 30.0 HP1-31,33,35 PC1 PLANTING CABINET 1 4S0V/3P 25.0 HP1-2,4,6 PC2 PLANTING CABINET 480V/3P 25.0 - HP1-8,10,12 PC3 PLANTING CABINET 3 480V/3P 25.0'. HPi-14,16,18 PC4 PLANTING CABINET 48OV/3P 25.0 HPI-20,22,24 PC5 PLANTING CABINETS 480V/3P 25.0 HPI-26,28,30 SC1 SOWING CABINET 4BOV13P 50.0 HPi-32,34,36 1 ICI IRRIGATION CABINET 1 48OV13P 30.0 HOSIA3,15,17 2 IC2 IRRIGATION CABINET 2 480V/3P 30.0 HOS1-2,4,6 2 IC3 IRRIGATION CABINET 3 4BOVI3P 30.0 HOS1-8,10,12 2 IC4 IRRIGATION CABINET 48OV/3P 25.0 HOS1-14,16,18 2 MC1 MIXER CABINET 480V/3P 10.0 HP1-37,39,41 SPC1 SUBERMSIBLE PUMP CABINET 480V/3P 35.0 HOS1-1,3,5 2 VTB1 BALE SHAVER 208V/3P 20.0 LPt-65,67,69 SB1 SUBMERSIBLE BOX 12CA/1P 20.0 LOS1-1 2 DNS1 DENESTER W/AUTO BUFFER 208V/1P 5.0 LP1-31,33 MW1 MULTHEAD WEIGHER 208Vl1P 6.0 LP1-27,29 SF1 SALAD FILLER 480V/3P 15.0 HM1-8,10,12 TS1 TRAY SEALER 480V/3P 25.0 HMI-14,16,18 CW1 CHECK WEIGHER 208V/1P 4.0 LP1-35,37 LP1-39,41 MD1 METAL DETECTOR 208V11P 2.2 GENERAL NOTES: A. FIELD VERIFY ALL EQUIPMENT POWER AND CONNECTION REQUIREMENTS WITH KITCHEN CONTRACTOR AND MANUFACTURER'S INFORMATION. B. HARD WIRED EQUIPMENT CONNECTIONS SHALL BE SEALTIGHT. C. E.C. SHALL COORDINATE ALL CONNECTION POINT LOCATIONS AND RECEPTACLE CONFIGURATIONS WITH THE KITCHEN CONSULTANT. VERIFY EQUIPMENT DISCONNECT REQUIREMENTS PRIOR TO INSTALLATION. D. ANY EQUIPMENT UNDER HOOD TIES INTO FIRE SUPPRESSION SYSTEM. PROVIDE SHUNT TRIP CIRCUIT BREAKER TO TURN EQUIPMENT OFF WHEN FIRE SUPPRESSION SYSTEM IS ACTIVATED. E. PROVIDE ALL EQUIPMENT DISCONNECTS IN KITCHEN WITH NEMA 3R RATING. F. COORDINATE CONTROLS WITH KITCHEN EQUIPMENT VENDOR. SPECIFIC NOTES: (1) EQUIPMENT ALSO HAS A 120V RECEPTACLE. (2) EQUIPMENT ON OPTIONAL STANDBY GENERATOR POWER. (3) 4 r i�11 z EEo uL 0 Q y� K �J oa Z Z w a > N J E O - N O N - W 00 y V a w uo ro aN m� Q M SEAL 4/13/2020 N LO M � (n M 00 LL Z O :D J O J U 00 L() J_ Current Issue: PERMIT REVIEW Issued: PERMITREVIEW 10.18.2019 FOR CONSTRUCTION 12.19.2019 ,&ADDENDUM4 04.13.2020 Sheet Title: ELECTRICAL SCHEDULES Date: 12.19.2019 Designed: JLW Reviewed: EMR '. Project No: 10120.00 E-0.03 Scale: As Shown 24'0" 09 z J - 24'0" / nn `0 24'0" GRADE BEAM 0 " T REVISEDQ`� 55.1 I'I I �'I c28 III III a..8 II I II I II � II III ! III I,I I,I 11 II III � III Iil I I II II II II f1 II 0 11 II - II I �I II 11 11 11 III 1I1 II � II L 11 II II 1� I it II � II II � II II II III III I C1.8 I c1.8 11 � II II � II I I III II II 11 11 III � III It I II I I II � II IIj I Ilj C28 III , ��e I C2.B I I' �^�e 05 3751 - 24' 0' O.W. = 5457.6' PIER = 5454.6' 24'0 05, I I i'I ICI �I I� III cgs III Cgs I'I C28 III C2.a III Cgs 8" WAL I: Ij Ij I� Ij I' (71 I I I I I I RE' PEDESTAL SCHEDULEAND 1 DETAILS (TYP) 1 II II II 11 III III III III 1-0'WIDEx1'6"DEEP III ©tip III 1 1 I I I TIESEAMS(TYP) I I 1.4 III III III I I I I II I!I 11 II T. PEDESTAL=54576' I I j 1 j I PIER I REVISED I I I TOR/LLED PIER = 5454.6' I I I I 2 I I e \ 1 1 I I e° I' I N$ III 1 I p'� III �3 I I "© III m'� ati - �cae Cz c1s c1.e cz8 i cz4 - � I I I' I 0 �� I_ �� ,I III III Ilj I'I IIj _ II II II ICI II 11 II II II II 4 II II I,I II II I:: N II II II II II !�' 1 I I 4"(MIN) CONCRETE SLAB ON GRADE I I I I REINFORCE W/#4 @ 18" O.0 EACH WAY III III 1 1 ORW.W.F.6x6W1.4xW1.4 11 I I FF=5457.60' I I Al - — - 11 II II II II C1.4 - III III III I I It1 Ij j� jl jll jI II 11 I� I� II 0 I o II II 11 IIPIER �I III III III III 2 REVISED III II II II I II 0' I i01� I I I 106 02�e - -- I � czB I � czB I � c1.e I I cz8 c1.e v 1 II II II I i 1 1 RE PEDESTAL SCHEDULEAND ( I I I I DETAILS (TYP) II II II II II III III III III III II II II II II ss.1 II II jl j) jl 0ti I I II III III + I I � 11 c14 T.O.W = 5457.6' T I I I DRILLED PIER T.o.W. = 5457.6' I I I I = 5454.6' I I o I I 1 1 T DRILLED PIER = 5450.6' I I I I STEP 1 I I I I T DRILLED PIER/ I I I STEP I 2 I B. WALL. T..DRILLED PIER/ I I ss.t I I III N I III e 6. WALL. III III �� czs I I 30 c sa 1 I o C2s (I 3o c2s 1 I 0 czB (I m C24 i 0 v I0� I ------ --- — — — — — — I93n • --- REGREENHOUSEBU/LD/NG - - - DRAWINGS FOR GRADE BEAM FOUNDATIONALONG GRID LINEK I I S O W. = 54576' a I I Ix WALL REV/SED 3 5,3 T.DR/LLE ' PIER=5454.6� I 1 I n„ TECH BUILDING 1 FOUNDATION PLAN S .2 SCALE W = 1'-0" M w /. U. W. = b46/.6" T DRILLED PIER = 541 A C. \ D .8 1 E / Graphic Scale 0 4'-0" 8101, 16'-0' In Feet: 1/8" = V-0" E O C O � 00 L 00 rn Lr) N 3 �O )M t •) 0 X f2 0 cn N O 3 3o, 00 C O r (� 0, 42204 U M s 70 00 L. U MO W -> C: �- — C O •� U VJ 00 � m 0 0 till, in 2 _ a Job No. 2019-145.001 Drawn by: JJp Date: 12.19.2019 Title: Tech Building Foundation (2) Dwg W. III S1. KE