Walk-In Freezer-Refrigerator Hucrest & Melrose ES

Walk-In Freezer-Refrigerator Hucrest & Melrose ES Notice of Intent to Award - January 10, 2025 Walk-in Refrigerator Freezers General contractor services related to refrigerator/freezer installation OWNER: ROSEBURG PUBLIC SCHOOLS CONTACT: TRACY GRAUF 1419 NW VALLEY VIEW DR ROSEBURG, OR 97471 T 541.440.4053 ARCHITECTURE: CONTACT: CATHY BALLENSKY, RA STAMPING REGISTRANT: ZACHARY A. STOKES, PE ZCS ENGINEERING & ARCHITECTURE 524 MAIN ST., STE. 2 OREGON CITY, OR 97045 T 503.659.2205 STRUCTURAL ENGINEERING: CONTACT: EMILY TONER ENGINEER OF RECORD: MATTHEW R. SMITH, PE, SE ZCS ENGINEERING & ARCHITECTURE 524 MAIN ST., STE. 2 OREGON CITY, OR 97045 T 503.659.2205 MEP CONSULTANT: CONTACT: JASON ADAMS, PE, CPD FRONTIER CONSULTING ENGINEERS 2727 BECHELLI LN., REDDING, CA 96002 T 530.232.6160 WALK-IN COOLER CONSULTANT: CONTACT: LAURA BOURLAND HALLIDAY ASSOCIATES, INC. 656 NW NORWOOD ST., CAMAS, WA 98607 T 360.834.6657 THE SCOPE OF THIS PROJECT IS TO INSTALL A NEW WALK-IN COOLER/FREEZER UNIT IN THE EXISTING BOILER ROOM. THE CONDENSER WILL BE INSTALLED ON CURBS AND LOCATED ON THE ROOF ADJACENT TO THE BOILER ROOM. MODIFICATIONS TO THE EXISTING SLAB, ELECTRICAL, AND PLUMBING SYSTEMS WILL BE REQUIRED TO ACCOMODATE THE WALK-IN COOLER/FREEZER UNIT. Room name 101 150 SF ROOM NUMBER ROOM AREA N PROJECT NORTH TRUE NORTH 101 DOOR NUMBER TAG X WINDOW TAG A101 1 Ref 1 Ref 1 Ref 1 Ref ELEVATION TAG VIEW REFERENCE SHEET REFERENCE ROOM TAG 1 A101 SIM 1 A101 SIM SECTION TAG DRAWING REFERENCE SHEET REFERENCE A101 1 SIM DETAIL REFERENCE DRAWING REFERENCE SHEET REFERENCE A101 1 SIM ENLARGED PLAN DRAWING REFERENCE SHEET REFERENCE REFERENCE AREA Name Elevation DETAIL CUT DIRECTION LEVEL REFERENCE View Name A1.1 1 1/4" = 1'-0" VIEW TITLE VIEW SCALE VIEW REFERENCE # ACT 8'-0" CEILING TAG CEILING MATERIAL CEILING HEIGHT ADDITIONAL NOTES ? KEYNOTE TAG W1 WALL/ROOF TAG TR# FLOORING TRANSITION TAG CENTERLINE REVISION CLOUD 1 AREA OF REVISION REVISION DELTA TAG FINISH TAG WALL FINISH A101 1 Ref 1Ref 1 Ref 1 Ref PHOTO REFERENCE VIEW REFERENCE SHEET REFERENCE X FINISH TAG X EQUIPMENT TAG Remarks EX# EX# ME# ME# XX# XX# Room name BASE FINISH FLOOR FINISH ADDITIONAL NOTES NORTH ARROW Room name OccType # occs. 150 sf OLF /sf # Exit(s) 101 ROOM OCCUPANCY TAG ROOM NAME ROOM NUMBER OCC. TYPE OCC. LOAD REQ'D EXITS ROOM AREA # OF OCCS. A.B. ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE A.C.T. ACOUSTICAL CEILING TILE A.F.F. ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCH. ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BD. BOARD BITUM. BITUMINOUS BOT./B.O. BOTTOM/BOTTOM OF B.O.D. BASIS OF DESIGN CER. CERAMIC C.G. CORNER GUARD C.I. CONTINUOUS INSULATION C.J. CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT C.O. CASED OPENING CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CPT. CARPET C.T. CERAMIC TILE DBA DEFORMED BAR ANCHOR D.F. DRINKING FOUNTAIN DIA., ⌀ DIAMETER DR. DOOR D.S. DOWNSPOUT (E) EXISTING ELEC. ELECTRICAL EQ. EQUAL EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN FDN. FOUNDATION F.O.F FACE OF FINISH F.O.S. FACE OF STUDS F.S.D. FIRE SEPARATION DISTANCE FTG. FOOTING Ga. GAUGE GALV. GALVANIZED GL GRID LINE GLB GLULAM BEAM G.B. GRAB BAR GND. GROUND GSM GALVANISED SHEET METAL GYP. GYPSUM H.B. HOSE BIBB H.C. HOLLOW CORE H.M. HOLLOW METAL HORIZ. HORIZONTAL HPC HIGH PERFORMANCE COATING HSS HOLLOW STRUCTURAL STEEL IBC INTERNATIONAL BUILDING CODE IN. INCH INT. INTERIOR K KIPS KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LAM. LAMINATE LB. POUND L.L. LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC. LOCATION LONG. LONGITUDINAL L.P. LOW POINT LVF LOW VELOCITY FASTENER MAX. MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION M.E. MATCH EXISTING MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MUL. MULLION (N) NEW N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE OBS. OBSCURE o.c. ON CENTER O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED O.F.D. OVERFLOW DRAIN O.F.O.I. OWNER FURNISHED OWNER INSTALLED OH. OPPOSITE HAND OHD OVERHEAD DOOR OPP. OPPOSITE OWJ OPEN WEB JOIST PAF POWDER ACTUATED FASTENER P/C PRECAST (CONCRETE) PCF POUNDS PER CUBIC FOOT PL PLATE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLY PLYWOOD PJP PARTIAL JOINT PENETRATION PSF POUNDS PER FOOT PSI POUNDS PER INCH P/T POST-TENSIONED P.T. PRESSURE TREATED R.C.P. REFLECTED CEILING PLAN R.D. ROOF DRAIN REF. REFERENCE REINF. REINFORCING REQ'D. REQUIRED RL. RELOCATE R.O. ROUGH OPENING RWD. REDWOOD REV. REVERSED S.A.M. SELF-ADHERED MEMBRANE S.C. SOLID CORE SCHED. SCHEDULE SIM. SIMILAR SLRS SEISMIC LOAD RESISTING SYSTEM S.O.G. SLAB ON GRADE SPEC. SPECIFICATION SQ. SQUARE S.S. STAINLESS STEEL SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD. STANDARD STRUCT. STRUCTURAL S.T.S. SELF TAPPING SCREW\ SYM. SYMMETRICAL THRU THROUGH TYP. TYPICAL T & G TONGUE AND GROOVE THK. THICK TJ TRUSS JOIST TRANS. TRANSVERSE T.W. TOP OF WALL U.N.O. UNLESS NOTED OTHERWISE U.T. ULTRASONIC TESTING VERT. VERTICAL V.I.F. VERIFY IN FIELD w/ WITH w/o WITHOUT WF WIDE FLANGE W.P. WORK POINT 1. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. RESPONSIBILITY SHALL INCLUDE BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION. 3. BEFORE STARTING A SECTION OF WORK THE CONTRACTOR SHALL CAREFULLY EXAMINE PREPARATORY WORK THAT HAS BEEN EXECUTED. ENSURE THAT WORK AND ADJACENT RELATED WORK WILL FINISH TO PROPER PLANES AND LEVELS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE PROJECT TEAM BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATE WORK. 6. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT NOTED SHALL ALWAYS CONTACT THE PROJECT TEAM FOR SUCH INFORMATION PRIOR TO PRECEDING WITH WORK RELATED TO THOSE DIMENSIONS 7. THE CONTRACTOR SHALL PROTECT, PATCH, AND REPAIR TO MATCH ANY WALLS, FLOORS, CEILINGS, AND/OR OTHER SURFACES WHICH MAY BE DISTURBED DURING THE INSTALLATION OF MECHANICAL, ELECTRICAL, PLUMBING OR OTHER OWNER WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR PROPER INSTALLATION OF MATERIAL AND EQUIPMENT. PROVIDE DEMOLITION AND PATCH/REPAIR IN ALL AREAS (WHETHER SPECIFICALLY SHOWN OR NOT) TO ACCOMMODATE ALL WORK. 9. IF THE CONTRACTOR ENCOUNTERS A CONDITION NOT COVERED IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY AND RESOLVE THE ISSUE WITH THE PROJECT TEAM BEFORE COMMENCING ANY WORK. 10. ALL PERMITS ASSOCIATED WITH THE PROJECT SHALL BE PAID AND OBTAINED BY THE CONTRACTOR. 11. GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR JOB CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF PERSONS AND PROPERTY AND COMPLIANCE WITH OSHA SAFETY STANDARDS. 12. WHEN PORTIONS OF THE WORK ARE PERFORMED BY THE CONTRACTOR ON A DESIGN-BUILD BASIS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN OF SUCH SYSTEMS AND FOR THE SECURING OF ALL ASSOCIATED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL DESIGN BUILD SUB CONTRACTORS . 13. CONTRACTOR SHALL AVOID INTERFERENCE AND CONFLICT WITH THE BUILDING'S NORMAL OPERATION. CONTRACTOR TO COMPLY WITH THE BUILDING RULES AND REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERY AND HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS. 14. ALL KEY NOTES INDICATE NEW ITEMS TYPICALLY UNLESS NOTED OTHERWISE 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ASHREA COMPLIANCE IN SCHOOL, RETAIL, AND OFFICE SPACES EXPIRES: 06-30-26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:32:57 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt G0.00 COVER SHEET G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 SHEET INDEXPROJECT TEAMPROJECT NARRATIVEABBREVIATIONSPROJECT NOTES VICINITY MAP SYMBOL LEGEND -GENERAL- G0.00 COVER SHEET G1.00 CODE PLAN -ARCHITECTURAL- A0.10 ASSEMBLIES A1.00 OVERALL FLOOR PLAN A1.10 ENLARGED DEMO & FLOOR PLANS A5.00 BUILDING SECTION A8.00 EXTERIOR DETAILS A9.00 INTERIOR DETAILS AERIAL PHOTO DEFERRED SUBMITTALS ZCS SHALL PERFORM GENERAL REVIEW OF ANY DEFERRED SUBMITTAL DESIGNS PRIOR TO SUBMITTING TO THE AHJ AND PRIOR TO CONSTRUCTION IMPLEMENTATION FOR GENERAL CONFORMANCE TO THE DESIGN INTENT. DEFERRED SUBMITTAL ITEMS SHALL NOT BE SPECIALLY FABRICATED OR INSTALLED UNTIL APPROVED BY THE AHJ AND ZCS. 1. NONE HATCH INDICATES AREA OF WORK N PROJECT ADDRESS: 1810 NW KLINE ST., ROSEBURG, OR 97471 -MECHANICAL- M1.0 MECHANICAL PLANS M1.1 M&P SPECIFICATIONS M2.0 MECHANICAL PLANS -FOOD SERVICE- FS1.1 FOOD SERVICE EQUIP., PLUMB., & ELECT. PLANS FS2.1 FOOD SERVICE WALK-IN DETAILS FS2.2 FOOD SERVICE WALK-IN DETAILS FS2.3 FOOD SERVICE WALK-IN DETAILS FS2.4 FOOD SERVICE WALK-IN DETAILS FS2.5 FOOD SERVICE REFRIGERATION DETAILS -ELECTRICAL- E1.0 ELECTRICAL LEGEND AND SCHEDULES E1.1 ELECTRICAL SPECIFICATIONS E2.0 ELECTRICAL PLANS E3.0 ELECTRICAL DETAILS N -STRUCTURAL- S0.01 STRUCTURAL GENERAL NOTES WH FD BUILDING DATA: YEAR BUILT: 1955, 1961 CONSTRUCTION TYPE: VB (E) OCCUPANCY: E (E) FIRE SPRINKLER: NO (E) FIRE ALARM: YES OCCUPANCY CLASSIFICATION AND USE 311.3 LOW HAZARD STORAGE, GROUP S -2 THE (N) WALK -IN COOLER/FREEZER IS LOCATED IN THE SCHOOLS ORIGINAL BOILER ROOM. MEANS OF EGRESS 1004.1 DESIGN OCCUPANT LOAD THE (N) WALK -IN COOLER/FREEZER IS AN UNOCCUPIED STORAGE SPACE TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE: WITHOUT LONGEST CONTROLLING OCCUPANCY SPRINKLER SYSTEM DISTANCE PROPOSED EXIT PATH E 75' MAX. 43' -4" 'A' TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE: WITHOUT LONGEST CONTROLLING OCCUPANCY SPRINKLER SYSTEM DISTANCE PROPOSED EXIT PATH E 200' MAX. 43' -4" 'A' ACCESSIBILITY 1103.2.14 WALK -IN COOLER AND FREEZER EQUIPMENT ACCESSED ONLY FROM EMPLOYEE WORK AREAS IS NOT REQUIRED TO COMPLY WITH THIS CHAPTER THE WALK -IN COOLER / FREEZER WILL ONLY BE ACCESSED BY EMPLOYEES PLASTIC 2603.4.1.3 IN NONSPRINKLERED BUILDINGS, FOAM PLASTIC HAVING A THICKNESS THAT DOES NOT EXCEED 4 INCHES AND A MAXIMUM FLAME SPREAD INDEX OF 75 IS PERMITTED IN WALK -IN COOLERS OR FREEZER UNITS WHERE THE AGGREGATE FLOOR AREA DOES NOT EXCEED 400 SF AND THE FOAM PLASTIC IS COVERED BY A METAL FACING NOT LESS THAN 0.032 -INCH -THICK ALUMINUM OR CORROSION RESISTANT STEEL HAVING A MINIMUM BASE METAL THICKNESS OF 0.016 INCH. A THICKNESS UP TO 10 INCHES IS PERMITTED WHERE PROTECTED BY A THERMAL BARRIER THE (N) WALK -IN COOLER/FREEZER AGGREGATE FLOOR AREA IS 163 SF EXISTING BUILDINGS 3403.1.3.2 WORK AREA COMPLIANCE METHOD 3406.3 LEVEL 2 ALTERATIONS APPLY WHERE THE WORK AREA IS EQUAL TO OR LESS THAN 50% OF THE BUILDING AREA APPLICABLE CODES BUILDING CODE 2022 OSSC PLUMBING CODE 2023 OPSC MECHANICAL CODE 2022 OMSC ELECTRICAL CODE 2023 OESC FIRE CODE 2022 OFC LIFE SAFETY CODE SUMMARY 447 SF MECH ROOM E 2 occs. 300 /sf 1 Exit(s) 100 KITCHEN 105 FREEZER 102 COOLER 101 EXIT ACCESS DISTANCE TO EXIT DISCHARGE EXIT PATH 'A' = 43' -4" FE (E) CORRIDOR 2 FIRE LIFE SAFETY LEGEND LINE INDICATES EGRESS PATH (E) CEILING OR PENDANT MOUNTED ILLUMINATED EXIT SIGN, SHADING INDICATES ILLUMINATED FACE(S) (E) CEILING OR PENDANT MOUNTED ILLUMINATED EXIT SIGN w/ DIRECTIONAL ARROW, SHADING INDICATES ILLUMINATED FACE(S) (E) WALL MOUNTED FIRE EXTINGUISHER OCCUPANCY LOAD VALUE PER EXIT FE # LIFE SAFETY NARRATIVE THE WALK -IN COOLER/FREEZER UNIT IS LOCATED IN THE ORIGINAL BOILER ROOM THAT IS NOW USED AS THE SCHOOLS MECHANICAL/UTILITY ROOM. THE WALK -IN COOLER/FREEZER IS AN UNOCCUPIED SPACE WITH A S-2 OCCUPANCY CLASSIFICATION THAT IS NOT REQUIRED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. EGRESSING OUT OF THE MECHANICAL/UTILITY ROOM MAINTAINS COMPLIANCE WITH CHAPTER 10. EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:32:58 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt G1.00 CODE PLAN G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 G1.00 1/4" = 1' -0" CODE PLAN 1 N GENERAL ASSEMBLY NOTES: A. PROVIDE BLOCKING AS REQUIRED TO SECURE WALL HUNG COMPONENTS. B. PROVIDE "MOISTURE RESISTANT GYPSUM" IN ALL WET LOCATIONS ADJACENT TO PLUMBING FIXTURES ASSEMBLY KEYNOTES: 1. NONE # WALL ASSEMBLIES SCALE: 1" = 1' -0" # INDICATES ASSEMBLY TYPE INDICATES ASSEMBLY KEYNOTE W1 | INTERIOR WALL | NON -RATED | 5/8" GWB, LEVEL 4 FINISH 2x4 WOOD STUDS @ 16" O.C. R-13 KRAFT FACED BATT INSULATION 5/8" GWB, LEVEL 4 FINISH ASSEMBLY KEYNOTES: 1. NONE # FLOOR SCALE: 1" = 1' -0" # INDICATES ASSEMBLY TYPE INDICATES ASSEMBLY KEYNOTE F1 | COOLER FLOOR | NON -RATED | 5" CONC. SLAB 15 MIL. VAPOR BARRIER 6" COMPACTED CRUSHED ROCK NATIVE SOIL F2 | FREEZER FLOOR | NON -RATED | 4" INSULATED PANEL BY OTHERS 1/8" SELF -LEVELING UNDERLAYMENT 5" CONC. SLAB 15 MIL. VAPOR BARRIER 6" COMPACTED CRUSHED ROCK NATIVE SOIL ASSEMBLY KEYNOTES: 1. NONE # ROOF/CEILING ASSEMBLIES SCALE: 1" = 1' -0" # INDICATES ASSEMBLY TYPE INDICATES ASSEMBLY KEYNOTE C1 | INTERIOR CEILING | NON -RATED | 2x10 @ 16" O.C. R-30 KRAFT FACED BATT INSULATION 5/8" GWB, LEVEL 4 FINISH EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:32:58 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt A0.10 ASSEMBLIES G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 WH A1.10 2 1 A1.10 A8.00 1 ABOVE EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:32:59 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt A1.00 OVERALL FLOOR PLAN G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 A1.00 1/16" = 1' -0" OVERALL FLOOR PLAN 1 N WH FD WH FD A. VERIFY ALL DIMENSIONS AND NOTIFY PROJECT TEAM IF DISCREPANCIES OCCUR. B. G.C. TO PROVIDE FIRE BLOCKING AS REQUIRED PER CODE. C. G.C. SHALL PROVIDE ALL APPROPRIATE BACKING AS REQUIRED FOR ACCESSORIES AND OTHER MISCELLANEOUS ITEMS. D. G.C. TO COORDINATE INSTALLATION OF ALL UTILITIES w/ RESPECTIVE SUPPLIERS/SUBCONTRACTORS PRIOR TO CONSTRUCTION, TYPICAL. E. ALL ELECTRICAL, MECHANICAL, PLUMBING, FIRE SUPPRESSION AND LANDSCAPE TO BE DESIGN BUILD PER APPLICABLE CODES. F. ALL DIMENSION LINES TO THE FACE OF FRAMING, U.N.O. FLOOR PLAN GENERAL NOTES FLOOR PLAN LEGEND (N) WALL, SEE ASSEMBLIES A0.10 (E) WALL TO REMAIN INSULATED REFRIGERATION WALL (N) 5" REINFORCED CONCRETE SLAB /7 A9.00 /8 A9.00 MECH ROOM 100 KITCHEN 105 FREEZER 102 COOLER 101 8'-0" CLR. HT. 5' - 0" CLR. WIDTH W1 W1 1 A5.00 2 A5.00 67 5 A9.00 9 11 13 13 14 13 3' - 7" LOCATE COOLER 5" FROM (E) PIT WALL, SEE DETAIL ALIGN 1 A9.00 15 17 18 1 2 3 4 5 5 5 MECH ROOM 100 KITCHEN 105 8 10 12 8' - 10" 3' - 11" 4' - 10" 3' - 6" 6' - 9" 1' - 5" 11' - 4" 15' - 1" 3' - 7" 2' - 0" 2' - 0" ALL DIMENSIONS OF SLAB DEMO SHOWN ARE FOR REFERENCE ONLY AND SHALL BE FIELD VERIFIED AND MODIFIED AS REQUIRED TO ACCOMADATE COOLER / FREEZER UNIT AND UNDER SLAB PLUMBING MODIFICATIONS 16 16 A. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, U.N.O. B. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. C. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. D. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. PATCH AND REPAIR INTERIOR SPACE AS REQUIRED UPON COMPLETION OF DEMOLITION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH PROJECT TEAM BEFORE PROCEEDING. E. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. F. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES U.N.O. TYPICAL THROUGHOUT ENTIRE SPACE. G. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN “BROOM CLEAN ” CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. H. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION. I. NO EXISTING SMOKE DETECTOR, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. J. RELOCATION OF SMOKE DETECTORS, AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT AND PROJECT TEAM. L. EXISTING ELEMENTS SHOWN ON PLANS IS BASED ON AS - BUILT DRAWINGS AND NON -DESTRUCTIVE SITE OBSERVATION. FIELD VERIFY LOCATIONS, QUANTITIES AND CONFIGURATIONS OF EXISTING ELEMENTS. NOTIFY PROJECT TEAM IF EXISTING CONDITIONS ARE MATERIALLY DIFFERENT THAN WHAT IS SHOWN ON FLOOR PLANS. MARK MATERIAL DIFFERENCES DISCOVERED ON CONTRACTOR RED -LINED AS BUILTS. DEMO PLAN GENERAL NOTES DEMO PLAN LEGEND (E) WALL TO BE DEMOLISHED (E) WALL TO REMAIN ELEMENT TO BE DEMOLISHED (E) CONCRETE SLAB TO BE DEMOLISHED A. ALL PRODUCTS ARE TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS, USING MANUFACTURERS ADHESIVES, TOOLS AND METHODS. B. PAINT ALL NEW GYSPUM FINISHES TO MATCH ADJACENT FINISHES. C. COORDINATE ALL OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER. D. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. E. ALL FLOOR TRANSITIONS ARE TO OCCUR DIRECTLY BENEATH DOOR U.N.O. F. PROVIDE TRANSITION STRIPS/REDUCERS AT ALL LOCATIONS WHERE DIFFERENT FLOORING MATERIALS MEET. PROVIDE APPROPRIATE TRANSITIONS STRIPS/REDUCERS AT ALL OTHER LOCATIONS BETWEEN DIFFERING MATERIALS U..N.O. SEE TRANSITION CALL OUTS. ALL FLOOR TRANSITIONS TO MEET ACCESSIBILITY REQUIREMENTS. G. ALL GYPSUM WALLS, CEILINGS AND SOFFITS THAT NEED TO BE PAINTED SHALL BE PAINTED TO MATCH (E) U.N.O. H. ALL METAL ACCESS PANELS, COVER PLATES, VENTS AND GRILLES TO BE PAINTED TO MATCH THE SURFACE IT IS LOCATED ON, UNLESS PREFINISHED. I. PAINT SHEEN - INTERIOR AND EXTERIOR WALL AND TRIM: SATIN/EGG SHELL, CEILING & SOFFIT: FLAT/MATTE, INT. DOORS AND FRAMES: SEMI -GLOSS FINISH PLAN GENERAL NOTES EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:32:59 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt A1.10 ENLARGED DEMO & FLOOR PLANS G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 A1.10 1/4" = 1' -0" ENLARGED FLOOR PLAN 2 N A1.10 1/4" = 1' -0" ENLARGED DEMO PLAN 1 N KEYNOTES 1 DEMOLISH WALL AND CURB AS REQUIRED FOR NEW OPENING, SEE ENLARGED FLOOR PLAN 2 DEMOLISH (E) PIT LADDER 3 REMOVE (E) ELECTRICAL BOXES AND REINSTALL PER ELECTRICAL 4 DEMOLISH (E) FLOOR DRAIN 5 REMOVE AND CAP (E) ABANDONED STUBS FROM OLD BOILER 6 (N) PIT LADDER PER . BOD: PRECISION LADDERS TUBULAR FIXED LADDER w/ WALK-THRU 7 (N) FREEZER / COOLER, SEE REFRIGERATION DRAWINGS 8 REMOVE (E) WASHING MACHINE TO INSTALL (N) OUTLET BOX PER MECHANICAL AND PREP FOR REINSTALLATION 9 (N) FLOOR DRAIN PER MECHANICAL 10 DEMOLISH (E) CHAIN GUARD FALL PROTECTION 11 (N) ALUMINUM PIPE GUARDRAIL PER . BOD: PRECISION LADDERS 12 DEMOLISH (E) ALUMINUM BASE 13 (N) BLACK RUBBER BASE TO MATCH (E) 14 (N) VCT TO MATCH (E) 15 REINSTALL (E) WASHING MACHINE 16 REMOVE AND SALVAGE (E) CASEWORK 17 (N) FLOOR SINK, SEE PLUMBING 18 (N) WALLS SHALL BE 2" CLR. FROM COOLER FACE w/ CLOSURE FLASHING BY COOLER MFR. BLACK RUBBER BASE TO MATCH (E), TYP. EACH SIDE T.O. DBL PLATE HT. 8' - 6 5/8" 2 A5.00 W1 W1 C1 SIMPSON A35 CLIP @ 2' -0" O.C. FASTEN 2x P.T. SILL PLATES w/ 3/8"Ø x 4" TITEN HD @ 4' -0" O.C., TYP. MATCH (E) HEIGHT WAINSCOT 1/4" BIRCH PLY WAINSCOT. PAINT TO MATCH (E) A9.00 6 PROVIDE 2x BLOCKING AT MID SPAN SIMPSON A35 CLIP @ 2' -0" O.C. FINISH CLR. HT. 8' - 6" A9.00 4 FREEZER COOLER A9.00 3 A9.00 2 F1 F2 EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:33:00 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt A5.00 BUILDING SECTION G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 A5.00 3/4" = 1' -0" CROSS SECTION 1 A5.00 3/4" = 1' -0" FREEZER / COOLER SECTION 2 BOILER ROOM (E) WALL BELOW (E) GLB, FIELD VERIFY LOCATION 2 A5.00 (E) RAFTER, TYP. MIN. 2' - 0" 1' - 0" 1' - 7" CONDENSER (E) GLB (E) RAFTER (2) 3/8"Øx3 1/2 SCREWS w/ NEOPRENE WASHERS @ EACH CORNER OF CONDENSER MIN., (8) TOTAL (2) 3/8"Øx3 1/2 SCREWS @ EACH RAFTER CROSSING MIN., APPROX. (6) EACH SIDE MECHANICALLY ATTACHED TPO MEMBRANE SYSTEM, TYP. TPO MEMBRANE FLASHING LAPPED OVER CURB AND ATTACHED PER MFR. DETAILS, TYP. 8" MIN. HEAT WELD LAP, TYP. DEMO (E) TPO MEMBRANE ROOFING AND INSULATION AS REQUIRED TO INSTALL CURB SUPPORTS. REPLACE w/ (N) MECHANICALLY ATTACHED TPO MEMBRANE OVER RIGID INSULATION TO MATCH (E) THICKNESS THY CURB TEMS -1 EQUIPMENT SUPPORT w/ 2x8 NAILER, TYP. MECHANICALLY ATTACHED RIGID INSULATION TO MATCH (E) THICKNESS, TYP. NOTES: ROOFING WORK SHALL BE PERFORMED BY A CARLISLE APPROVED CONTRACTOR TO MAINTAIN THE (E) WARRANTY AS REQUIRED TO COMPLY w/ THE WARRANTY REVISION/ALTERATION REQUIREMENTS V.I.F. 1' - 7" EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:33:00 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt A8.00 EXTERIOR DETAILS G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 A8.00 1/4" = 1' -0" PARTIAL ROOF PLAN 1 A8.00 1" = 1' -0" CONDENSER MOUNTING DETAIL 2 (E) SLAB COOLER COOLER WALL PANEL. SEE REFRIGERATION DRAWINGS FOR PANEL ANCHORAGE 5" TYP. 2 3/4" #4 REBAR @ 16" O.C. EACH WAY. 3" CONCRETE COVER MIN. EXTEND REINFORCING BARS 6" MIN. INTO (E) SLAB. USE SIMPSON SET -3G EPOXY 6" MECH. RM 1" NON -SHRINK GROUT (E) SLAB FREEZER 5" FREEZER WALL PANEL FREEZER FLOOR PANEL. SEE REFRIGERATION DRAWINGS FOR PANEL CONNECTIONS AND ANCHORAGE #4 REBAR @ 16" O.C. EACH WAY. 3" CONCRETE COVER MIN. MIN. 2" 6" MECH. RM 4" 1" NON -SHRINK GROUT FREEZER FREEZER WALL PANEL FREEZER FLOOR PANEL. SEE REFRIGERATION DRAWINGS FOR PANEL CONNECTIONS AND ANCHORAGE COOLER 5" 5" 6" 45° #4 REBAR @ 16" O.C. EACH WAY. 3" CONCRETE COVER MIN. 6" 4" COOLER CLR. 2" CLOSURE FLASHING BY COOLER MFR. DOUBLE 2x10 HEADER (E) 2x WALL FRAMING C1 (E) PIT WALL COOLER COOLER WALL PANEL. SEE REFRIGERATION DRAWINGS FOR PANEL ANCHORAGE 5" 5" #4 REBAR @ 16" O.C. EACH WAY. 3" CONCRETE COVER MIN. EXTEND REINFORCING BARS 3" MIN. INTO (E) PIT WALL. USE SIMPSON SET -3G EPOXY (E) PIT WALL 42" MIN. ALUMINUM PIPE GUARDRAIL TO WITHSTAND 200# LOADING IN ANY DIRECTION. PAINT SAFETY YELLOW BOD: PRECISION LADDERS GUARDRAIL SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 21" IN DIAMETER (E) PIT WALL SUPPORT BRACKETS AS REQUIRED, TYP. 1' - 0" TYP. ALUMINUM RUNG, TYP. SAFETY BARS 1' - 0" 2' - 6" FIELD VERIFY 6'-0" +/- 12" MAX. 7" MIN. NOTE: LADDER SHALL MEET ANSI ASC 14.3 AND OSHA LADDER REQUIREMENTS 14" MAX. 3/4" 1 1/2" 1/2" 1/2" PAINT GRADE WOOD TRIM. EASE CORNERS, DON'T BULLNOSE. PAINT TO MATCH (E) 1/4" PAINT GRADE PLY. SAND SMOOTH AND PAINT TO MATCH (E) EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:33:01 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt A9.00 INTERIOR DETAILS G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 A9.00 3" = 1' -0" SLAB DETAIL AT COOLER 1 A9.00 3" = 1' -0" SLAB DETAIL AT FREEZER 2 A9.00 3" = 1' -0" SLAB DETAIL AT INTERIOR FREEZER WALL 3 A9.00 3" = 1' -0" CEILING DETAIL 4 A9.00 3" = 1' -0" COOLER SLAB DETAIL AT PIT WALL 5 A9.00 1 1/2" = 1' -0" GUARDRAIL DETAIL 7 A9.00 1 1/2" = 1' -0" PIT LADDER DETAIL 8 A9.00 6" = 1' -0" WAINSCOT TRIM DETAIL 6 EXPIRES: 06 -30 -26 R D EGISTERE P L ROFESSIONA 81129PE OREGON E RNGINEE Z S A. S J 7, 2 Y ACHAR S TOKEeun 201 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/17/2024 4:33:01 PM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ARCH_R23.rvt S0.01 STRUCTURAL GENERAL NOTES G-1622-24 09-20-2024 LJS CDB 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 4,500 N/A 0.45 EXTERIOR SLABS ON GRADE, WALLS, COLUMNS, AND BEAMS 3,000 N/A 0.50 MISC. CONCRETE, CURBS, SIDEWALKS, ETC. f'c (PSI) NON AIR-ENTRAINED AIR-ENTRAINED USE ABSOLUTE WATER-CEMENT RATIO BY WEIGHT #11 101 151 87 131 78 117 71 107 #10 91 136 79 118 70 105 64 96 #9 81 121 70 105 63 94 57 85 #8 72 107 62 93 55 83 51 76 #7 63 94 54 81 49 73 44 66 #6 43 64 37 56 33 50 31 46 #5 36 54 31 47 28 42 25 38 #4 29 43 25 37 22 33 20 31 #3 22 32 19 28 17 25 16 23 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 BAR SIZE 3,000 psi 4,000 psi 5,000 psi 6,000 psi TYPICAL LAP SPLICE LENGTH SCHEDULE GENERAL INFORMATION: 1. STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 2. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 3. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIO NS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. RESPONSIBILITY SHALL INCLUDE BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION. 5. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPEC IFICATIONS CITED HEREIN SHALL BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATIONS OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. THESE STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. 6. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQ UATELY BRACED AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE. 7. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHA LL BE OF THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 8. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTO R SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. ALL KEYNOTES INDICATE NEW ITEMS TYPICALLY UNLES S NOTED OTHERWISE. CODE REQUIREMENT: 1. CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC). NOTE: THIS APPLIES TO ALL REFERENCES TO OSSC. DESIGN CRITERIA: 1. DESIGN IS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADING AND ALLOWABLE LOAD IS USED FOR DESIGN: A. LIVE LOADS: SLAB ON GRADE 250 PSF ROOF 20 PSF CLASSROOM 40 PSF B. GROUND SNOW LOAD: 25 PSF EXPOSURE FACTOR 1.0 SNOW IMPORTANCE FACTOR 1.1 THERMAL FACTOR 1.0 FLAT ROOF SNOW LOAD 27 PSF C. EARTHQUAKE DESIGN DATA: RISK CATEGORY III BSE-1E S S 0.834g S1 0.473g SDS 0.667g SITE CLASS D SEISMIC DESIGN CATEGORY D SEISMIC IMPORTANCE FACTOR 1.0 SUBMITTALS: 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: A. CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINF ORCEMENT (INCLUDING MILL TEST REPORTS). B. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER OF RECORD. PROJECT STRUCTURAL NOTES (Roseburg, Josephine County, Oregon, 87471) DIVISION 03 - CONCRETE CONCRETE: 1. CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: 2. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MA NUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS, AND VERIFY COORDINATE WITH PROJECT SPECIFICATIONS. 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE A S FOLLOWS:

• f'c=4,000 psi: 550 lbs.

4. FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. 5. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS , ALONG WITH TEST DATA COMPLIANT WITH OSSC SECTION 1905, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. 6. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C4 94, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% +/- 1% BY VOLUME. CONCRETE CAST IN PLACE: 1. STRUCTURAL CALCULATIONS ARE BASED ON 2,500 psi CONCRETE STRENGTH, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED PER OSSC 1705.3. 2. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" WITHOU T THE USE OF ADMIXTURES AS NOTED. 3. A MINIMUM OF THREE (3) CONCRETE TEST CYLINDERS S HALL BE PROVIDED FOR EACH ONE HUNDRED (100) CU. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: A. ONE (1) AT SEVEN (7) DAYS, AND B. TWO (2) AT TWENTY-EIGHT (28) DAYS 4. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CON FORM WITH ASTM SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF ACI 318-19 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". TWO (2) SETS OF MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, SHALL BE SUBMITTED FOR REVIEW. 5. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING A ND CURING SHALL CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE ACI "MANUAL OF CONCRETE PRACTICE". 6. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PRO VIDE MINIMUM THICKNESS OF DEPTH AS FOR ADJACENT AREAS, UNLESS NOTED OTHERWISE. 7. CONCRETE SLABS SHALL BE INSTALLED WITH CONSTRUCT ION JOINTS NOT SPACED FARTHER THAN 12'-6" APART AND SHALL BE DIVIDED INTO APPROXIMATELY SQUARE PANELS. PANEL DIMENSION RATIOS SHALL NOT EXCEED 1.5:1. 8. ALL SAW CUT CONTROL JOINTS SHALL BE CUT WITHIN 4 TO 12 HOURS AFTER CONCRETE PLACEMENT. SAW CUT SHALL BE 1.5" DEEP. 9. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. 10. BOND NEW CONCRETE TO EXISTING CONCRETE WITH "WELD-CRETE", AS MANUFACTURED BY LARSON PRODUCTS CORPORATION, OR APPROVED. AS A MINIMUM, EXISTING CONCRETE SURFACES SHALL BE ROUGHENED BY CHIPPING TO A MINIMUM 1/4" AMPLITUDE TO EXPOSE COARSE AGGREGATE. PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 11. ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER, UN LESS NOTES OTHERWISE. CONCRETE REINFORCING STEEL: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. 2. BARS IN SLABS SHALL BE SUPPORTED ON WELL CURED C ONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STRANDED PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAINED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE, MSP-1 REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE, EXCEPT AS NOTED. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP SPLICES OR APPROVED WITH A CURRENT ICC APPROVAL REPORT. NOTES: A. DIMENSIONS ARE IN INCHES. B. CASES 1 AND 2 ARE DEFINED AS FOLLOWS: (db = BAR DIAMETER) a. BEAMS OR COLUMNS:

• CASE 1: COVER ≥ db AND c-c SPACING ≥ 2db
• CASE 2: COVER < db OR c-c SPACING < 2db

b. ALL OTHERS:

• CASE 1: COVER ≥ db AND c-c SPACING ≥ 3db
• CASE 2: COVER < db OR c-c SPACING < 3db

C. FOR TOP BARS, MULTIPLY LAP LENGTH ABOVE BY 1.3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 3. REINFORCEMENT SHALL BE SECURED IN FORMS WITH TIE S AND ANCHORAGE TO PREVENT DISPLACEMENT. ALL TIE WIRE SHALL BE MIN. #16 ANNEALED STEEL. 4. ALL REINFORCING STEEL SHALL BE TIED 100% ALONG A LL PERIMETER EDGES AND 50%FIELD. 5. REINFORCING (MINIMUM UNLESS NOTED OTHERWISE ON P LANS) A. PLACE TWO (2) NO. 4 CONTINUOUS AT BOTTOM, TOP AN D AT DISCONTINUOUS ENDS OF ALL FOUNDATIONS. B. PLACE BARS AT CORNERS AND INTERSECTIONS FOR WALL S AND FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING WITH LEGS THAT SATISFY THE REQUIRED LAP SPLICE LENGTH PER SCHEDULE ABOVE. C. PLACE TWO (2) NO. 4x OPENING DIMENSIONS PLUS 4'- 0" EACH SIDE OF ALL OPENINGS AND TWO (2) NO. 4x4'-0" DIAGONAL BARS AT EACH CORNER OF ALL SLAB OPENINGS GREATER THAN 1'-6" IN DIMENSION. 6. ALL WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. ALL WIRE FABRIC SHALL BE SUPPLIED, LAID IN FLAT SHEETS AND CHAIRED TO PROPER POSITION IN SLABS. LAP ONE (1) FULL MESH PLUS 2" ON SIDES AND ENDS. 7. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICA TED AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL 315. A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SE CURELY PLACED. B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR T HE CONVENIENCE OF OTHER TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER. C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY, UNLESS NOTED OTHERWISE. D. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORC ING STEEL SHALL BE:

• 3" TO BOTTOM OF FOOTING
• 2" TO EARTH FACE OF WALL
• 3/4" TO INSIDE FACE OF WALL
• 1 1/2" TO MAIN STEEL BEAMS AND COLUMNS
• 3/4" SLAB TO TOP AND BOTTOM SURFACES, CENTER OF SLAB ON GRADE

CONCRETE ACCESSORIES: 1. EXPANSION BOLTS SHALL BE SIMPSON STRONG BOLT, OR APPROVED WITH EQUIVALENT ICC ALLOWABLE TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. 2. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES S HALL BE HOT-DIPPED, GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. DIVISION 06 - WOOD, PLASTICS AND COMPOSITES FRAMING LUMBER: 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). 2. ALL BEAMS AND JOISTS SHALL BE NO. 2 MINIMUM, UNL ESS INDICATED OTHERWISE ON THE PLANS. 3. ALL STUDS AND BLOCKING SHALL BE NO. 2. 4. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C-2 AND SHALL BEAR THE AWPA QUALITY MARK. 5. DOUBLE ALL JOISTS UNDER WALL PARTITIONS, AND PRO VIDE BLOCKING BETWEEN JOISTS WHERE BEARING WALLS ARE PERPENDICULAR TO JOISTS. 6. ALL GLULAM BEAMS TO BE 24F-V4 TYPICAL. 24F-V8 F OR CANTILEVERED OR CONTINUOUS SPAN. 7. ALL LVL LUMBER TO BE MICROLAM LVL OR APPROVED EQ UAL. 8. ALL PSL LUMBER TO BE PARALLAM PSL OR APPROVED EQ UAL. 9. ALL LSL LUMBER TO BE TIMBERSTRAND LSL OR APPROVE D EQUAL. NAILING AND FASTENERS: 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO OSSC TABLE 2304.10.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 2. POWER DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF DATA IS SUBMITTED AND APPROVED PRIOR TO USE. 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHIN E BOLTS (M.B.) CONFORMING TO ASTM A307. ALL BOLTS AND LAGS SHALL BE INSTALLED WITH STANDARD WASHERS, UNLESS NOTED. 4. JOIST HANGERS, HOLDOWNS AND OTHER FRAMING ACCESS ORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON COMPANY, SAN LEANDRO, CA. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, U.N.O. 5. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. 6. PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLATION. 7. SILL AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5 /8" DIAMETER x 10" LONG ANCHOR BOLTS AT 4'-0" o.c. MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. STEEL PLATE WASHERS SHALL BE INSTALLED AT ALL ANCHOR BOLTS IN SHEAR WALLS, WITH MINIMUM DIMENSIONS OF 3" x 3" x 3/16" THICK, AND SHALL BE INSTALLED WITHIN 1/2" OF SHEATHING FACE. SIMPSON BPS BEARING PLATE OR APPROVED EQUAL MAY BE USED. PLUMBING LEGEND SYMBOLS ABBREVIATIONS ABC ABOVE CEILING BFP BACKFLOW PREVENTER BALL VALVE BS BELOW SLAB CHECK VALVE CW COLD WATER SUPPLY CD CONDENSATE DRAIN CDO CONDENSATE DRAIN OVERFLOW CONNECTION TO BOTTOM OF PIPE CONNECTION TO TOP OF PIPE D DEMO DOMESTIC COLD WATER DOMESTIC HOT WATER DN DOWN E, EX EXISTING FLANGE FCO FLOOR CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK GCO GRADE CLEAN OUT HB HOSE BIB N NEW NEW CONNECTION TO EXISTING OH OVERHEAD PIPE CAP PIPE TURNED DOWN PIPE TURNED UP PRESSURE GAUGE PRESSURE REGULATOR P-TRAP RELIEF VALVE REMOVE TO THIS POINT SS SANITARY SEWAGE (BELOW GRADE) SOV SHUT -OFF VALVE SK SINK STRAINER THERMOMETER TMV THERMOSTATIC VALVE TP TRAP PRIMER TRIPLE DUTY VALVE UG UNDERGROUND UNION UR URINAL V VENT VTR VENT TO ROOF WC WATER CLOSET WHA WATER HAMMER ARRESTER WCO WALL CLEANOUT GW GREASE WASTE UIW UP IN WALL DIW DOWN IN WALL BG BELOW GRADE HW HOT WATER SUPPLY HWR HOT WATER RECIRC GSM GALVANIZED SHEET METAL PIPING MATERIALS SCHEDULE Service Location Size Material WASTE & VENT INTERIOR, AFF ALL STANDARD WEIGHT HUBLESS CAST IRON INTERIOR, BELOW SLAB STANDARD WEIGHT HUBLESS CAST IRON CW / HW INTERIOR, ABOVE GROUND TYPE "L" COPPER INTERIOR, BELOW SLAB ALL TYPE "K" COPPER ALL Notes SLOPED AT 1/4" PER FOOT PEX PIPING NOT ACCEPTABLE; INSULATE PER SECTION 22 00 00 COND. DRAIN ALL ALL TYPE M - HARD TEMPER COPPER SLOPED AT 1/4" PER FOOT PIPE SIZE AS NOTED ON PLAN WATER -PROOF MEMBRANE FINISHED FLOOR CONDENSATE INDIRECT WASTE LINES STRUCTURAL SLAB CONCRETE 2X INLET PIPE DIA. AIR GAP NO GAP BETWEEN FLOOR AND SINK 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/16/2024 9:24:20 AM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ME_R23.rvt M1.0 MECHANICAL PLANS G-1622-24 09-20-2024 EG JA 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 PLUMBING FIXTURE CONNECTION SCHEDULE ID Description Accessible Connection Size (Inches) Waste Vent CW HW FD-1 FLOOR DRAIN -- 2" 1-1/2" 1/2" -- FS-1 FLOOR SINK -- 2" 1-1/2" -- -- WB-1 WALL BOX -- 2" 1-1/2" 1/2" 1/2" PLUMBING FIXTURE SCHEDULE ID Make Model No. Description Mounting Material FD-1 J.R. SMITH 2005Y 2" NPT CONNECTION, 5" NICKEL BRO NZE ADJUSTABLE STRAINER HEAD, TRAP PRIMER CONNECTION, FLUSH WITH FLOOR SURFACE, ADJACENT FLOORING SHALL BE SLOPED TO FLOOR DRAIN. FLOOR CAST IRON FS-1 J.R. SMITH 3100Y-12 CAST IRON FLOOR SINK WITH 8" SQUARE TOP, 6" DEEP, ACID RESISTANT COATED INTERIOR, LOOSE SET ACID RESISTANCE COATED CAST IRON 1/2 GRATE, AND ALUMINUM DOME BOTTOM STRAINER. ORIENT GRATE AS INDICATED ON PLANS. FLOOR CAST IRON WB-1 WATER TITE 85708 WASHING MACHINE OUTLET BOX WITH QUARTER TURN SWEAT 1/2" INLET CONNECTIONS WITH WATER HAMMER ARRESTERS, 3/4" HOSE BIB OUTLETS AND 2" CENTER THREADED DRAIN FITTING. WALL -- NOT TO SCALE M1.0 1 FLOOR SINK DETAIL 127 NW D Street, Grants Pass, OR 97526 541.479.3865 PROJECT NO. DATE: DRAWN: CHECKED: ONE INCH EQUALS FULL SCALE DESCRIPTION DATE: 9/16/2024 9:24:20 AM Autodesk Docs://G1622.Roseburg Public Schools.Melrose & Hucrest Walkin/G1622_HUCREST_ME_R23.rvt M1.1 M&P SPECIFICATIONS G-1622-24 09-20-2024 EG JA 100% CONSTRUCTION DOCUMENTS HUCREST ES WALK-IN FREEZER ROSEBURG PUBLIC SCHOOLS 1810 NW KLINE ST., ROSEBURG, OR 97471 MECHANICAL AND PLUMBING SPECIFICATIONS C. GRADE CLEANOUTS (GCO): ZURN Z -1474 -IN OR EQUAL JR SMITH. HOUSING TO BE DURA -COATED CAST IRON BODY WITH INTEGRAL ANCHOR FLANGE AND SCORIATED COVER WITH LIFTING DEVICE. CLEANOUTS IN UN - PAVED AREAS SHALL BE SET IN 18 ” X 18 ” X 4 ” CONCRETE PADS. D. WALL CLEANOUTS (WCO): CAST IRON PIPE: ZURN Z -1441, DURA -COATED WITH GAS AND WATER -TIGHT BRONZE, TAPER THREAD PLUG AND ROUND SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. 2.5 SLEEVES, WALL PLATES A. SERVICE PIPE THROUGH EXTERIOR WALL, ROOFS: CRANE STYLE BC WALL AND CEILING PLATES; CHROME PLATED AT FINISHED ROOMS. B. PIPES THROUGH, UNDER FOOTINGS: 18 GAUGE IRON SLEEVES TWO DIAMETERS LARGER THAN PIPE, CAST IN CONCRETE, ANNULAR SPACE FILLED WITH MASTIC OR PLASTIC BITUMINOUS CEMENT. C. PIPES THROUGH FIRE RATED WALLS SHALL BE PROTECTED WITH FIRE RETARDANT MASTIC AS DETAILED ON THE DRAWINGS. INSTALLATION SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS OF THE UL SYSTEM NUMBER. HILTI OR APPROVED EQUAL. D. WALL AND CEILING PLATES: CRANE STYLE BC OR EQUAL; CHROME PLATED AT FINISHED ROOMS. E. PIPES THROUGH FLOORS, INTERIOR CONCRETE WALLS, AND THROUGH FIRE RATED WALL AND SMOKE STOP PARTITIONS: 18 GAUGE IRON SLEEVES, TWO DIAMETERS LARGE THAN PIPE, ANNULAR SPACE FILLED WITH 3M BRAND FIRE BARRIER CP -25 CAULK. F. PIPES THROUGH 1 -HOUR WALLS SHALL BE PROTECTED WITH FIRE RETARDANT MASTIC AS DETAILED ON THE DRAWINGS. INSTALLATION SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS OF THE UL SYSTEM NUMBER. HILTI OR APPROVED EQUAL. 2.6 ACCESS DOORS A. WHERE CONSTRUCTION IS NOT INHERENTLY ACCESSIBLE, PROVIDE ADEQUATELY SIZED AND CONVENIENTLY LOCATED ACCESS DOORS IN CEILING, WALLS, AND FURRING FOR SERVICING VALES, EQUIPMENT, ETC. B. ACCESS DOORS SHALL BE KARP, MILCOR, OR EQUAL, PRIME COATED STEEL FOR ALL SURFACES EXCEPT CERAMIC TILE, 12 ” X12 ” MINIMUM SIZE AS REQUIRED. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED. 1. STYLE KDW FOR GYPSUM BOARD SURFACES. 2. STYLE PL FOR PLASTER SURFACES. 3. STYLE 210 FOR ACOUSTIC TILE SURFACES. 4. STYLE DSC 214 -M SATIN FINISH STAINLESS STEEL AT CERAMIC TILE SURFACES. 5. STYLE “FIRE RATED ” AT RATED CEILINGS AND WALLS. 2.7 PIPE INSULATION A. INSULATE ALL HOT WATER SUPPLY PIPING, ALL HOT WATER RETURN PIPING, ALL COLD WATER SUPPLY PIPING IN EXTERIOR WALLS OR UNCONDITIONED SPACES WITH MANVILLE “MICRO -LOK ” 650, FIBERGLASS, CERTAINTEED, OR EQUAL, RIGID FIBERGLASS ONE -PIECE PIPE INSULATION WITH AND ALL PURPOSE JACKET. JACKETS SHALL BE CONSTRUCTED OF HIGH DENSITY, WHITE KRAFT BONDED TO ALUMINUM FOIL WITH FIBERGLASS YARN, WITH A PRESSURE SENSITIVE CLOSURE SYSTEM. B. ALL INSULATION SHALL HAVE COMPOSITE (INSULATION, JACKET, AND ADHESIVE USED TO ADHERE THE JACKET TO THE INSULATION) FIRE AND SMOKE HAZARD RATINGS AS TESTED UNDER PROCEDURE ASTM E-84, NFPA 255 OR UL 723, NOT EXCEEDING: FLAME SPREAD – 25, SMOKE DEVELOPED – 50. C. INSERTS SHALL BE INSTALLED AT OUTSIDE HANGERS. INSERTS BETWEEN THE PIPE AND PIPE HANGERS SHALL CONSIST OF RIGID PIPE INSULATION OF THICKNESS EQUAL TO THE ADJOINING INSULATION. INSERTS SHALL NOT BE LESS THAN 10 ” LONG FOR PIPE SIZES THROUGH 2 ½ ” AND NOT LESS THAN 12 ” LONG FOR PIPES LARGER THAN 2 ½ ”. D. METAL SHIELDS SHALL BE APPLIED BETWEEN HANGERS OR SUPPORTS AND THE PIPE INSULATION. SHIELDS SHALL BE FORMED TO FIT THE INSULATION AND SHALL EXTEND UP TO THE CENTERLINE OF THE PIPE AND THE LENGTH SPECIFIED FOR HANGER INSERTS. E. INSULATION THICKNESS SHALL BE AS FOLLOWS: 1. ALL PIPING 1 ” AND SMALLER: 1” 2. ALL PIPING 1 ¼ ” AND LARGER: 1 ½ ” 2.8 FIXTURES A. THE QUANTITY AND LOCATION OF FIXTURES SHALL BE TAKEN FROM THE ARCHITECTURAL AND PLUMBING DRAWINGS. PROVIDE ADEQUATE SUPPORTS AND ALL STANDARD TRIM NORMALLY FURNISHED FOR FIXTURES. ALL ENAMEL SHALL BE ACID RESISTING. TRAPS, UNLESS OTHERWISE NOTED SHALL BE 17 GAUGE BRASS TUBING, CHROME PLATED WHEN EXPOSED. B. EXCEPT AS OTHERWISE SHOWN, PROVIDE ¼ ” STEEL BACKING PLATES, 36 ” WIDE BY 12 ” HIGH MINIMUM SIZE, SECURED TO A MINIMUM OF THREE STUDS BY WELDING, OR WITH ¼ ” X 2 ½ ” LAG SCREWS FOR ALL WALL HUNG FIXTURES FOR WHICH NO OTHER MEANS OF SUPPORT IS SPECIFIED. C. STOPS AND SUPPLIES: PROVIDE STOPS FOR ALL FIXTURES. UNLESS OTHERWISE SPECIFIED, STOPS EXPOSED AT LAVATORIES AND SIMILAR FIXTURES SHALL BE CHICAGO #1016 -ABCP, CHROME PLATED, LOOSE KEY. CONCEALED STOPS SHALL BE CHICAGO #1771. D. ALL FIXTURES SHALL MEET OR EXCEED THE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, PART 5. E. CHRISTY #F -08, COMPLETE WITH CONCRETE COVER AND REQUIRED EXTENSIONS. INDEX ALL COVERS “GAS ” OR “WATER ” AS REQUIRED FOR SERVICE USE. 2.9 VALVE BOXES A. CHRISTY #F -08, COMPLETE WITH CONCRETE COVER AND REQUIRED EXTENSIONS. INDEX ALL COVERS “GAS