Document Star_doc_713d8714b5

VICINITY MAP: Locator PROJECT ADDRESS FOR VISUALIZATION PURPOSES ONLY SHEET INDEX REVISIONS 9/10/2025 5:20:37 PM COVER SHEET, GENERAL INFORMATION CITY OF STAR EVENT CENTER CITY OF STAR © 2025 I ALL RIGHTS RESERVED Freedom Park Star, ID 83669 Lot 27 Dicksons SUB #1315-S #9203180 CITY OF STAR CITY OF STAR EVENT CENTER CONSTRUCTION DOCUMENTS SEPTEMBER 10, 2025 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 CONSTRUCTION DOCUMENTS PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP G001 OWNER City of Star 10769 W State St Star, ID 83669 [PHONE REDACTED] EXT. 3002 RYAN MORGAN ARCHITECT/ENGINEER Cushing Terrell 13 N. 23rd Street Billings, MT 59101 [PHONE REDACTED] Contact: Jeff Rupp GENERAL G001 COVER SHEET, GENERAL INFORMATION G100 CODE PLANS, ZONING REVIEW, ACCESSIBILITY DIAGRAMS AND DETAILS G200 ASSEMBLIES CIVIL C001 GENERAL NOTES & LEGEND C030 DEMOLITION PLAN C100 SITE PLAN C200 OVERALL GRADING & DRAINAGE PLAN C300 UTILITY P LAN C400 CIVIL DETAILS C401 CIVIL DETAILS C402 CIVIL DETAILS STRUCTURAL S001 STRUCTURAL GENERAL NOTES S002 STRUCTURAL GENERAL NOTES S003 STRUCTURAL SCHEDULES S004 STRUCTURAL SCHEDULES S101 FOUNDATION PLAN S104 LATERAL PLAN S102 SECOND FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S201 STRUCTURAL FOUNDATION DETAILS S202 STRUCTURAL FOUNDATION DETAILS S211 STRUCTURAL FRAMING DETAILS S212 STRUCTURAL FRAMING DETAILS S213 STRUCTURAL FRAMING DETAILS S301 LATERAL DETAILS S302 TRUSS ELEVATIONS AND DETAILS ARCHITECTURAL A101 FLOOR PLANS A110 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS REFERENCE A301 BUILDING SECTIONS A302 WALL SECTIONS A303 WALL SECTIONS A304 WALL SECTIONS AND DETAILS A305 ROOF DETAILS A306 FOUNDATION DETAILS A501 FINISH PLANS, SCHEDULES & DETAILS A601 DOOR AND WINDOW SCHEDULES AND DETAILS A602 STOREFRONT/DOOR DETAILS A701 ENLARGED PLANS / INTERIOR ELEVATIONS A702 ENLARGED PLANS / INTERIOR ELEVATIONS A703 ENLARGED PLANS / INTERIOR ELEVATIONS A800 INTERIOR ELEVATIONS A801 INTERIOR ELEVATIONS / CASEWORK DETAILS A901 REFLECTED CEILING PLANS & DETAILS FIRE PROTECTION F001 FIRE PROTECTION SITE PLAN, NOTES & DETAILS F100 FIRE PROTECTION FIRST FLOOR PLANS F101 FIRE PROTECTION SECOND FLOOR PLANS F200 FIRE PROTECTION SECTIONS & DETAILS PLUMBING P001 PLUMBING SCHEDULES AND LEGENDS P101 DWV FLOOR PLANS P201 DOMESTIC WATER & GAS FLOOR PLANS P202 ENLARGED PLUMBING PLANS P301 DETAILS P302 DETAILS MECHANICAL M001 MECHANICAL SCHEDULES & LEGENDS M002 MECHANICAL SCHEDULES M100 HVAC PLAN FIRST FLOOR M101 HVAC PLAN SECOND FLOOR M300 ENLARGED PLANS AND SECTIONS M400 FLOW DIAGRAMS AND DETAILS M401 MECHANICAL DETAILS M500 TC DIAGRAMS ELECTRICAL E001 LEGENDS, SCHEDULES AND PANELS E100 SITE PLAN E200 ELECTRICAL LIGHTING PLAN FIRST FLOOR E201 ELECTRICAL LIGHTING PLANS SECOND FLOOR E300 ELECTRICAL POWER PLAN FIRST FLOOR E301 ELECTRICAL POWER PLAN SECOND FLOOR E400 SPECIAL SYSTEMS PLANS E500 Multi-Use FIRE ALARM FA001 GENERAL FIRE ALARM SYSTEM INFORMATION FA100 FIRE ALARM PLANS ---PAGE BREAK--- T T T T T T DN REF OVEN OVEN FRZ DW DW TABLE TABLE ICE CODE REVIEW INFORMATION TOTAL GROSS BUILDING AREA: 12495 SF CODE SUMMARY 2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS (IBC) 2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2017 NATIONAL ELECTRICAL CODE WITH AMENDMENTS (NEC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2017 IDAHO STATE PLUMBING CODE (ISPC) BASED ON THE 2015 UNIFORM PLUMBING CODE 2018 INTERNATIONAL FIRE CODE (IFC) GROUP A-3 (ASSEMBLY) •EVENTS CENTER (COMMUNITY HALL – PRIMARILY USED FOR THE CITY FOR TOWN HALL MEETINGS) GROUP S-2 (STORAGE) •GROUNDSKEEPING STORAGE (NO STORAGE OF FUEL, NO AUTO REPAIR) 10,427 SF BUILDING TWO-STORY BUILDING FIRE SPRINKLER SYSTEM PROVIDED. 410.2.1. STAGE FLOOR TO BE NON-COMBUSTIBLE MATERIALS. ALLOWABLE HEIGHTS AND STORIES – TABLE 504.3 & 504.4 A = 40’ TYPE V-B CONSTRUCTION, 2 STORIES S = 40’ TYPE V-B CONSTRUCTION, 3 STORIES ALLOWABLE AREA FACTOR – TABLE 506.2 A-3 WITH SM = 18,000 SF S-2 WITH SM = 40,500 SF 508.3 NONSEPARATED OCCUPANCIES. USING MOST RESTRICTIVE A-3 OCCUPANCY FOR CHAPTER 9. TYPE V-B CONSTRUCTION – TABLE 601 AND 602 •NON-RATED FOR ALL COMPONENTS TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS: A OCCUPANCY: B – INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS B – CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS C – ROOMS AND ENCLOSED SPACES S OCCUPANCY: ALL ARE C 903.2.1.3 GROUP A-3 FIRE PROTECTION 1. THE FIRE AREA HAS AN OCCUPANT LOAD GREATER THAN 300. AUTOMATIC SPRINKLERS REQUIRED. OCCUPANT LOAD: FIRST FLOOR: 10,427 SF (SEE PLAN) = 980 OCCUPANTS SECOND FLOOR: 2528 SF (SEE PLAN) = 9 OCCUPANTS TABLE 1006.3.3 MINIMUM NUMBER OF EXITS: 3 EXITS REQUIRED. 3 EXITS PROVIDED ON FIRST FLOOR. TABLE 1006.3.3(2) STORIES WITH ONE EXIT: 2ND STORY FOR STORAGE AND MECHANICAL HAS 9 OCCUPANTS, ONLY REQUIRES 1 EXIT. 1 EXIT PROVIDED. TABLE 1017.2 EXIT TRAVEL DISTANCE: OCCUPANCY A WITH SPRINKLER SYSTEM = 250’. OCCUPANCY S-2 WITH SPRINKLER SYSTEM = 440’. 1020.4 DEAD ENDS: A OCCUPANCY, NO DEAD END CORRIDORS MORE THAN 20 S OCCUPANCY, WITH SPRINKLER SYSTEM NOT TO EXCEED 50’. 88888 SF= ROOM NAME 101 EXIT PATH SPACE AREA OCCUPANCY TAG: NUMBER OF OCCUPANTS OCCUPANT LOAD FACTOR 1 HOUR FIRE BARRIER - SEAL PERIMETER AND PENETRATIONS PER DETAILS ON THIS SHEET FIRE EXTINGUISHER CABINET AND EXTINGUISHER - SEE SPECIFICATIONS - OWNER FURNISHED OWNER INSTALLED. COORDINATE INSTALLATION REQUIREMENTS FEC SURFACE MOUNTED FIRE EXTINGUISHER - SEE SPECIFICATIONS - OWNER FURNISHED OWNER INSTALLED. COORDINATE INSTALLATION REQUIREMENTS FEC 60M UL RATED FIRE DOOR AND FRAME WITH RATING AS INDICATED - SEE SHEET A601 NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS. CODE PLAN LEGEND ROOM / AREA NAME ROOM / AREA NUMBER 658 SF = 3 300 STORAGE 109 956 SF = 4 300 GROUNDSKEEPING 106 554 SF = 37 15 LOBBY 102 385 SF = 2 200 SERVING/ WARMING 110 264 SF = 6 45 WOMEN'S RESTROOM 103 266 SF = 6 45 MEN'S RESTROOM 104 161 SF = 1 300 FIRE RISER/ ELECTRICAL/ SERVER 101 61 SF = 1 300 JANITOR 105 64 SF = 2 63 WASH 107 5994 SF = 400 15 EVENT 108 88' - 2" ? 126 SF = 9 15 VESTIBULE 100 309 SF = 21 15 STAGE 108A FIXED 6 FIXTURES 6 FIXTURES 51 SF = 4 15 AUDIO BOOTH 108B FEC FEC FEC 201 1428 SF = 5 300 STORAGE 201 1112 SF = 4 300 MECHANICAL 202 REVISIONS 9/10/2025 5:20:38 PM CODE PLANS, ZONING REVIEW, ACCESSIBILITY DIAGRAMS AND DETAILS G100 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I LAST NAME DRAWN BY I LAST NAME REVIEWED BY I LAST NAME 1/8" = 1'-0" G100 1 FIRST FLOOR CODE PLAN 1/8" = 1'-0" G100 2 SECOND FLOOR CODE PLAN ROOM OCCUPANCY SCHEDULE ROOM ROOM NAME OCCUPANT TYPE AREA LOAD FACTOR OCC. LOAD FIRST FLOOR 100 VESTIBULE Assembly Standing space 126 SF 15 SF 9 100A COAT CLOSET (none) 71 SF 101 FIRE RISER/ ELECTRICAL/ SERVER Accessory Storage (Equipment Rooms) 161 SF 300 SF 1 102 LOBBY Assembly Standing space 554 SF 15 SF 37 103 WOMEN'S RESTROOM (none) 264 SF 45 SF 6 104 MEN'S RESTROOM (none) 266 SF 45 SF 6 105 JANITOR Accessory Storage (Equipment Rooms) 61 SF 300 SF 1 106 GROUNDSKEEPING Agricultural Building 956 SF 300 SF 4 107 WASH (none) 64 SF 63 SF 2 108 EVENT Assembly tables and chairs 5994 SF 15 SF 400 108A STAGE Stages and Platforms 309 SF 15 SF 21 108B AUDIO BOOTH Stages and Platforms 51 SF 15 SF 4 109 STORAGE Accessory Storage (Equipment Rooms) 658 SF 300 SF 3 110 SERVING/ WARMING Commercial Kitchens 385 SF 200 SF 2 FIRST FLOOR: 14 9919 SF 496 SECOND FLOOR 201 STORAGE Accessory Storage (Equipment Rooms) 1428 SF 300 SF 5 202 MECHANICAL Accessory Storage (Equipment Rooms) 1112 SF 300 SF 4 SECOND FLOOR: 2 2541 SF 9 12459 SF 505 6 FIXTURES 6 FIXTURES FIXED TOTAL 2ND FLOOR TOTAL 1ST FLOOR TOTAL OVERALL NOTE: NO FUEL STORED OR FUELING PERFORMED IN THE GROUNDSKEEP ING ROOM. NO AUTO REPAIR PERFORMED IN THE GROUNDSKEEP ING ROOM. HART HOFF RUPP ---PAGE BREAK--- SCALE: 1" = 1'-0" A. B. C. 1. 2. 3. GENERAL WALL TYPE NOTES: SEE ENLARGED PLANS, INTERIOR ELEVATIONS, AND FINISH SCHEDULE FOR WALL FINISHES. PROVIDE BLOCKING AS REQUIRED TO SECURE WALL HUNG COMPONENTS. EXTEND ALL COMPONENTS TO UNDERSIDE OF DECK, UNLESS NOTED OTHERWISE. WALL TYPE MODIFIERS: WALL TO HAVE SOUND ATTENUATING BATT INSULATION FULL CAVITY DEPTH WALL TO EXTEND TO BOTTOM OF CEILING PONY WALL WALL TYPE LEGEND EXTERIOR WALL - 6" METAL STUD W/ WOOD SIDING A INTERIOR PARTITION - 2x8 WOOD STUD F INTERIOR PARTITION - PLUMBING G INTERIOR PARTION - 2x6 WOOD STUD E INTERIOR PARTION - 3 5/8" METAL STUD C 5/8" GYPSUM BOARD R-19 INSULATION 2x6 WOOD STUD 7/16" PLYWOOD SHEATHING R-8.4 CONTINUOUS RIGID INSULATION 1 1/2" WEATHER BARRIER 1X6 VERTICAL SLAT SIDING INTERIOR PARTION - 3 5/8" METAL STUD - GYP 1 SIDE D VAPOR RETARDER - 10 MIL POLY 5/8" GYPSUM BOARD BOTH SIDES 2x4 WOOD STUD BOTH SIDES SOUND ATTENUATING BATT INSULATION BOTH SIDES 2x4 WOOD STUD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 2x4 WOOD STUD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 2X6 WOOD STUD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 2X8 WOOD STUD SCALE: 1" = 1'-0" ROOF TYPE LEGEND SIP PANELS W/ STANDING SEAM METAL ROOF R1 R-49 12 1/4" STRUCTURAL INSULATED PANEL (SIP) BREEZWAY ROOF R2 STANDING SEAM METAL ROOFING WEATHER PROOFING BARRIER TOP OF STRUCTURE ROOF STRUCTURE PER STRUCTURAL DRAWINGS STANDING SEAM METAL ROOFING WEATHER PROOFING BARRIER TJI ROOF FRAMING R3 STANDING SEAM METAL ROOFING WEATHER PROOFING BARRIER 1x6 TONGUE AND GROOVE BOARDS CUPOLA ROOF FRAMING R4 STANDING SEAM METAL ROOFING WEATHER PROOFING BARRIER 5/8" GYPSUM BOARD ROOF STRUCTURE PER STRUCTURAL DRAWINGS ROOF STRUCTURE PER STRUCTURAL DRAWINGS INSULATION R-38 INSULATION R-38 VAPOR RETARDER - 10 MIL POLY 5/8" GYPSUM BOARD. TAPE AND MUD JOINTS, NO PAINT VAPOR RETARDER - 10 MIL POLY SCALE: 1" = 1'-0" FLOOR TYPE LEGEND CONCRETE SLAB F1 FLOOR FRAMING F2 CONCRETE SLAB. SEE STRUCTURAL PLYWOOD FLOOR. SEE STRUCTURAL TJI FLOOR FRAMING. SEE STRUCTURAL FOR SIZING CONTINOUS VAPOR BARRIER ASSEMBLY TYPE ASSEMBLY MODIFIER, PER TYPE X 1 ASSEMBLY TYPE LEGEND MODIFIERS: REVISIONS 9/10/2025 5:20:39 PM ASSEMBLIES G200 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I LAST NAME DRAWN BY I LAST NAME REVIEWED BY I LAST NAME HART HOFF RUPP ---PAGE BREAK--- LEGEND WATER MAIN EXISTING PROPOSED wm WM FIRE SERVICE F F ASPHALT CONCRETE GRAVEL LANDSCAPE LANDSCAPE DOMESTIC WATER SERVICE WS WS STORM DRAIN st ST SANITARY SEWER ss SS BURIED POWER bp BP BP BURIED TELEPHONE bt BT BT BURIED GAS gas GAS GAS BURIED FIBER OPTIC fo FO FO FENCE - CHAINLINK X X FENCE - WOODEN FENCE - BARBED WIRE BUILDING BUILDING ROOF OVERHANG VEGETATION EXTENTS PROPERTY LINE - SUBJECT W 1 6 1 PROPERTY LINE - ADJACENT CONTROL POINT FOUND PROPERTY CORNER AS NOTED FIRE HYDRANT/ CONTROL POINT HYDRANT WATER VALVE WATER SHUTOFF WATER WELL STORM DRAIN MANHOLE STORM DRAIN INLET STRUCTURE STORM DRAIN CURB INLET SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT UTILITY POLE GUY WIRE LIGHT POLE (ONE LIGHT AND DIRECTION) LIGHT POLE TRANSFORMER POWER METER OR POWER HANDHOLE GAS METER TELEPHONE PEDESTAL IRRIGATION CONTROL VALVE POLE SIGN AND DOUBLE POLE SIGN BOLLARD (OR AS NOTED) DECIDUOUS TREE CONIFEROUS TREE BUSH H Y D W D S STORM DRAIN CLEANOUT STORM DRAIN OUTLET STRUCTURE STORM DRAIN ROOF DOWNSPOUT VERTICAL CURB CURB AND GUTTER CURB AND GUTTER - CATCH CURB AND GUTTER - SPILL NOTE: ALL EXISTING LAYERS SUBJECT TO DEMOLITION TO BE SHOWN DARKER THAN INDICATED IN THIS LEGEND. EASEMENT OVERHEAD POWER oh OHP OHP HEAVY DUTY CONCRETE REINFORCED CONCRETE PARKING STALL COUNT # f ws © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/9/2025 4:48 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C001.dwg C001 GENERAL NOTES & LEGEND RAMBERG DESPER - GENERAL NOTES 1. ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH THE CITY OF STAR, IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), PROJECT SPECIFICATIONS, AND ALL OTHER GOVERNING AGENCIES' STANDARDS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), AND LOCAL MS4 REQUIREMENTS WHERE APPLICABLE. THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN THROUGHOUT THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL AIR POLLUTION CONTROL AUTHORITY. 5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER, CITY OF STAR, AND ENGINEER / ARCHITECT PRIOR TO DEMOLITION ACTIVITIES. 7. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT. 8. OWNER WILL SECURE ALL NECESSARY UTILITY PERMITS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH PERMIT REQUIREMENTS. 9. UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF AN IDAHO LICENSED LAND SURVEYOR. 10.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES AND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT. 11.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE ENGINEER. 12.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN CALENDAR DAYS OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN NOTICE, THE OWNER MAY CORRECT THE WORK AT THE CONTRACTOR'S EXPENSE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 14.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES. 15.SAFETY - NEITHER THE OWNER NOR THE ENGINEER WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 16.ANY BURNING ON SITE IS PROHIBITED. 17.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-[PHONE REDACTED] (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. SHOP AND FABRICATION NOTES 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIALS. FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS WHICH REQUIRE REVISION OR CORRECTIONS. 2. ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS. ACCESS NOTES 1. CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH OWNER. 2. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER CONDITIONS. EXISTING UTILITY NOTES 1. EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON THESE PLANS TO A LEVEL OF QUALITY IN ACCORDANCE WITH ASCE 38-02. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS. ALL COSTS RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, THE CITY OF STAR A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. ABBREVIATIONS @ AT AB ABANDONED AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BC BACK OF CURB BCR BACK OF CURB RADIUS BM BENCHMARK BOT BOTTOM BP BURIED POWER BT BURIED TELEPHONE BW BOTTOM OF WALL C&G CURB & GUTTER CATV, TV CABLE TELEVISION CI CAST IRON CIPP CURED IN PLACE PIPE CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT D, DIA DIAMETER DG DECOMPOSED GRANITE DI DUCTILE IRON DIP DUCTILE IRON PIPE DOM DOMESTIC WATER DW DRIVEWAY DWG DRAWING EG EXISTING GRADE ELEC, E ELECTRIC EL, ELEV ELEVATION EOP, EP EDGE OF PAVEMENT ESCP EROSION AND SEDIMENT CONTROL PLAN EX EXISTING FC FACE OF CURB FG FINISHED GRADE FH, HYD FIRE HYDRANT FL FLOW LINE FT FOOT, FEET G GAS GM GAS METER GV GAS VALVE GW GUY WIRE HP HIGH PRESSURE IE INVERT ELEVATION INT INTERSECTION IRR IRRIGATION L LENGTH LF LINEAL FOOT, LINEAR FEET LS LANDSCAPING LT LEFT MEG MATCH EXISTING GRADE MH MANHOLE MTR METER NTS NOT TO SCALE OC ON CENTER OH, OHP OVERHEAD, OVERHEAD POWER OHU OVERHEAD UTILITIES PB PULL BOX PC POINT OF CURVATURE PIP PROTECT IN PLACE PL PROPERTY LINE PP POWER POLE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RIM RIM OF MANHOLE LID OR GRATE ROW RIGHT OF WAY SF SQUARE FOOT, SQUARE FEET SP SPECIAL PROVISIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STORM DRAIN STA STATION STCB STORM CATCH BASIN STCI STORM CURB INLET STD STANDARD STMH STORM MANHOLE STYD STORM YARD DRAIN SW SIDEWALK STORMWATER POLLUTION PREVENTION PLAN SY SQUARE YARD T, TEL TELEPHONE TA TOP OF ASPHALT TBC TOP BACK OF CURB TC TOP OF CONCRETE TEMP TEMPORARY TRANS TRANSITION TW TOP OF WALL TYP TYPICAL VCP VITRIFIED CLAY PIPE WM WATER MAIN WV WATER VALVE W/ WITH Δ DELTA P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- fm fm fm fm bp bp 18 CMP 18 CMP 18 CMP 18 CMP 18 CMP 18 CMP bp bp bp bp fo fo fo fo fo fo fo fo bp bp WS WS WS WS WS WS WS WS ws ws ws fm fm fm gas gas GAS GAS GAS bp bp bp bp 8"wm 8"wm 8"wm 8"wm F IRR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 6"ss 6"ss 6"ss wm wm wm wm O S W fo fo fo fo fo fo fo 12 RCP EXISTING RIVERHOUSE EXISTING RIVERHOUSE BARN bp bp BP BP BP BP bp bp bp BP BP BP BP BP BP BP BP ss ss ss 14 1 4 7 5 6 8 9 2 13 11 10 3 3 12 1 © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/9/2025 5:50 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C030.dwg C030 DEMOLITION PLAN RAMBERG DESPER - 1 C030 DEMOLITION PLAN NORTH 0 10 20 40 SCALE: 1" = 20' PROJECT CONDITIONS 1. UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR SPECIFIED BY THE OWNER, ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR SHALL BE REMOVED FROM SITE AND STRUCTURES. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED AND SHALL NOT INTERFERE WITH OTHER WORK SPECIFIED IN CONTRACT DOCUMENTS. 2. EXPLOSIVES ARE PROHIBITED. SITE PREPARATION 1. PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY BARRIERS, AND SECURITY DEVICES PRIOR TO THE START OF DEMOLITION. 2. PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES WHICH ARE NOT TO BE DEMOLISHED. REPAIR DAMAGE CAUSED BY DEMOLITION OPERATIONS AT NO COST TO OWNER. 3. THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING AS NEEDED. 4. MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TO REMAIN. PREVENT INTERRUPTION OF EXISTING UTILITY SERVICE TO OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER. 5. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-[PHONE REDACTED] (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY DEMOLITION ACTIVITIES. DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS 3. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 4. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED, FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 6. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT OWNER AS TO SPECIFIC DETAILS REGARDING REMOVAL OF EXISTING BUILDINGS, CONTENTS AND ASSOCIATED APPURTENANCES. 7. THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 8. ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE AT THE CONTRACTORS EXPENSE UNLESS OTHERWISE INDICATED BY THE OWNER. AN APPROPRIATE DUMP SITE SHALL BE NOMINATED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF ALL UTILITIES PRIOR TO THE START OF DEMOLITION. 10.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS. 11.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD GUIDANCE AND AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT. 12.PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO HIS WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL, AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. 1. EXISTING IRRIGATION DITCH TO REMAIN INTACT. 2. EXISTING TREE TO REMAIN INTACT. 3. GRIND EXISTING CURB TO FORM DEPRESSED CURB CONFIGURATION FOR DRIVEWAY AND ADA RAMP. 4. REROUTE SECTION OF BURIED POWER AROUND PROPOSED BUILDING. 5. REROUTE SECTION OF GAS SERVICE LINE AROUND PROPOSED BUILDING. 6. REMOVE EXISTING SANITARY SEWER CLEANOUT. 7. REMOVE 8 LF SECTION OF 6" SANITARY SEWER SERVICE LINE. 8. REMOVE 151 LF SECTION OF 2" FORCE MAIN AND CAP ENDS FOR FUTURE CONNECTIONS. 9. REMOVE 143 LF SECTION OF 2" WATER SERVICE LINE AND CAP ENDS FOR FUTURE CONNECTIONS. 10. REMOVE 120 LF SECTION OF IRRIGATION LINE AND CAP END. 11. REMOVE SECTION OF BURIED POWER LINE. 12. REMOVE EXISTING POWER TRANSFORMER. SEE ELECTRICAL. 13. REMOVE 155' OF EXISTING VINYL FENCE. 14. REMOVE EXISTING 5' CURB TERMINUS. KEY NOTES # P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- O S W EXISTING RIVERHOUSE EXISTING RIVERHOUSE BARN PROPOSED EVENT CENTER 13.00 12.00 17.62 38.15 2.50 23.56 25.00 S 1.91 5.00 12.73 5.00 16.00 5.00 10 1 1 2 3 4 5 6 6 7 7 8 9 12 12 13 14 15 16 17 17 17 17 19 21 20 22 22 23 24 25 27 28 29 31 32 3 2 3 36 17 34 35 18 33 30 11 26 13.00 19.35 12.74 39 39 7.00 6.00 20.00 4.00 37 38 40 © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/10/2025 11:43 AM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C100.dwg C100 SITE PLAN RAMBERG DESPER - 1 C100 SITE PLAN NORTH 0 10 20 40 SCALE: 1" = 20' KEY NOTES # 1. EXISTING ASPHALT PARKING LOT 2. EXISTING ADA PARKING SYMBOL, TYP. 3. EXISTING ADA PARKING STRIPING, TYP. 4. EXISTING BLUE WHEEL STOP 5. EXISTING ADA PARKING SIGNAGE, TYP. 6. EXISTING SPILL CURB AND GUTTER 7. EXISTING STANDARD CURB AND GUTTER 8. EXISTING VINYL FENCE 9. EXISTING JUNIPER TREES 10. EXISTING WELL SHED 11. EXISTING SEWER CLEANOUT 12. EXISTING LIGHT POLE 13. EXISTING WATER METER 14. EXISTING FIRE HYDRANT 15. EXISTING ELECTRICAL VAULT 16. EXISTING TV PEDESTAL 17. EXISTING BOLLARD 18. EXISTING TRASH ENCLOSURE 19. EXISTING RIVERHOUSE BARN 20. EXISTING TREE 21. EXISTING RIVERHOUSE 22. EXISTING CONCRETE 23. PROPOSED ADA ROUTE STRIPING, TYP. SEE DETAIL 6/C400. 24. PROPOSED REINFORCED CONCRETE DRIVEWAY. SEE DETAIL 2 & 10/C400. 25. PROPOSED VERTICAL CURB ADA RAMP. SEE DETAIL 7/C400. 26. PROPOSED CONCRETE SIDEWALK. SEE DETAIL 1/C400. 27. PROPOSED EVENT CENTER. SEE ARCHITECTURE. 28. PROPOSED CONCRETE BREEZEWAY. SEE DETAIL 1/C400. 29. PROPOSED CONCRETE PATIO. SEE DETAIL 1/C400. 30. PROPOSED 5'X5' CONCRETE DOOR STOOP. SEE DETAIL 1/C400. 31. PROPOSED HEAVY DUTY ASPHALT ACCESS DRIVE. SEE DETAIL 4/C400. 32. PROPOSED REINFORCED CONCRETE. SEE DETAIL 2/C400. 33. PROPOSED POWER TRANSFORMER. SEE ELECTRICAL. 34. PROPOSED STANDARD CURB AND GUTTER. SEE DETAIL 8/C400. 35. PROPOSED CURB TAPER. SEE DETAIL 11/C400. 36. PROPOSED 6' SCREEN WALL WITH DOUBLE SWING GATE. SEE DETAIL 2/C402. 37. PROPOSED BIKE RACK SEE DETAIL 1/C402. 38. INSTALL BOLLARDS. SEE DETAIL 12/C400. 39. PROPOSED HOUSEKEEPING PAD. SEE DETAIL 2/C400. 40. PROPOSED LIGHT POLE. SEE ELECTRICAL. CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL REFER TO BUILDING PLANS FOR LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, TRUCK DOCKS, BUILDING DIMENSIONS, BUILDING ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATIONS AND SIZES OF ROOF DOWNSPOUTS. 2. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL ON UNIFORM CONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS. 3. ALL CURB RADII SHOWN ARE TO FACE OF CURB. 4. ALL PAVING DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5. ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL. 6. THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 7. THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 9. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PAVING NOTES 1. PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROPERTY LINE ADA NOTES 1. CONTRACTOR SHALL VERIFY ELEVATIONS OF PROPOSED ACCESS PATH ACROSS PARKING AREA PRIOR TO PAINT APPLICATION. NOTIFY ENGINEER OF ANY LOCATIONS WHERE PATH EXCEEDS 2% SLOPES IN ANY DIRECTION. P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- PROPOSED EVENT CENTER 18 CMP 18 CMP 18 CMP 18 CMP 18 CMP 18 CMP O S W 12 RCP EXISTING RIVERHOUSE EXISTING RIVERHOUSE BARN INV=2470.39' INV=2471.19' INV=2470.92' INV=2469.16' INV=2470.39' INV=2469.16' IRR IRR IRR S IRR IRR IRR IRR IRR IRR IRR BUILDING FFE: 2474.1' 2473.5 2472 2474 -1.0% 2473 2473.5 2473.5 2473 2472.52472 2471.5 2473 2473 2474 2474 2473.5 2473.5 2472 2473 2472.5 2472.5 2472.5 2472 2472 2472.5 2471 2471 2471 2471 2472 2472 2473 2471.5 2471.5 2472.5 2473.5 2471 2471 2471.5 2472 -1.5% 2474 2473 2473.5 TC 2474.00 TC 2474.00 MEG FL 2472.92± TC 2474.10 TC 2473.51 MEG TBC 2473.74± TC 2473.50 MEG FL 2473.02± TC 2473.37 TC 2473.29 TC 2473.21 TC 2473.13 MEG TBC 2472.55± TC 2473.91 TC 2473.83 TC 2473.91 FG 2473.60 TC 2474.10 MEG TBC 2472.46± TC 2473.25 TC 2473.25 FG 2473.20 MEG FL 2472.99± FG 2473.60 FG 2473.25 FG 2473.00 FG 2473.15 FG 2473.83 FG 2473.75 MEG 2471.61± MEG 2472.38± MEG 2472.44± MEG 2472.30± MEG 2472.32± TA 2472.70 MEG FL 2472.27± TA 2471.62 TA 2471.63 TA 2471.75 MEG 2471.61± MEG 2471.51± TC 2473.78 TC 2473.59 TC 2473.34 TC 2473.42 TC 2473.31 TC 2473.24 TC 2473.80 MEG FL 2473.22± MEG FL 2473.05± MEG FL 2471.80± TC 2473.29 TC 2473.60 FG 2473.35 FG 2473.35 2473 2473.5 FG 2473.63 2473.5 7.50 1 2 3 3 4 5 3 7 3 6 8 -4.3% -3:1 2472.5 -1.5% TA 2472.48 TC 2474.10 TC 2473.91 -5:1 G/B 9 9 9 9 9 © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/9/2025 5:48 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C200.dwg C200 OVERALL GRADING & DRAINAGE PLAN RAMBERG DESPER - 1 C200 OVERALL GRADING AND DRAINAGE PLAN NORTH 0 10 20 40 SCALE: 1" = 20' GRADING NOTES 1. SITE GRADING SHALL NOT PROCEED UNTIL THE HAS BEEN IMPLEMENTED. 2. ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 3. NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OR AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS. 5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7. GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8. LONGITUDINAL SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED EXCEPT FOR ON INDICATED RAMPS. 9. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 1.5% IS PREFERRED. 10.PEDESTRIAN RAMPS SHALL NOT EXCEED 12H:1V IN ANY DIRECTION. 11.ADA PARKING AND ADA UNLOADING/LOADING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. CONTRACTOR TO VERIFY GRADES OF BASE MATERIAL AND FORMS BEFORE PAVING INSTALLATION. 12.EXTERIOR CONCRETE FLATWORK ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDING AND NOT EXCEED 1% IS THE MINIMUM. 13.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE HALF FOOT 14.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 15.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 16.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-[PHONE REDACTED] (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. STORMWATER NOTES 1. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (HS20) LOADING AND BE INSTALLED ACCORDINGLY. 2. TRENCHES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3. ALL PIPE MATERIAL, FITTINGS AND STRUCTURES SHALL FOLLOW THE CONSTRUCTION DRAWINGS AND CITY REQUIREMENTS. ALL STORMWATER PIPING SHALL BE ADS N-12 OR APPROVED EQUAL. 4. ALL STORMWATER TRENCHING, BEDDING AND PIPE LAYING, SHALL FOLLOW THE CURRENT CITY REQUIREMENTS. 5. ALL JOINTS SHALL BE “WATERTIGHT”. 6. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAINS AND REMOVE ALL FOREIGN MATERIAL FROM THE PIPING, MANHOLES, AND DRAINAGE INLETS. 7. CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPES IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. STORM SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT CITY STANDARDS. KEY NOTES # 1. CONSTRUCT CONCRETE HEADWALL. SEE DETAIL 6/C401. INV. = 2471.575' 2. INSTALL 7 LF OF 24" DIA. ADS N-12 PIPE @ 0.13% SLOPE. 3. INSTALL 24" DIA. 90° BEND. 4. INSTALL 56 LF OF 24" DIA. OF ADS N-12 PIPE @ 0.13% SLOPE. 5. INSTALL 88 LF OF 24" DIA. OF ADS N-12 PIPE @ 0.13% SLOPE. 6. INSTALL 55 LF OF 24" DIA. OF ADS N-12 PIPE @ 0.13% SLOPE. 7. INSTALL 10 LF OF 24" DIA. OF ADS N-12 PIPE @ 0.13% SLOPE. 8. INSTALL IRRIGATION BOX. SEE DETAIL 5/C401. INV. IN = 2470.92' INV. OUT = 2471.19' INV. OUT = 2470.92' 9. PROPOSED DOWNSPOUT SPOT TAG ABBREVIATIONS FG FINISHED GRADE FL FLOW LINE MEG MATCH EXISTING GRADE TA TOP OF ASPHALT TBC TOP BACK OF CURB TC TOP OF CONCRETE G/B GRADE BREAK NOTE: 1. CONTRACTOR TO VERIFY EXISTING ELEVATIONS, CONTACT ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR TO VERIFY ALL FINISHED GRADES ALONG TBC AND FLOW LINE PRIOR TO CONCRETE SIDEWALK PLACEMENT. P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- PROPOSED EVENT CENTER bp bp 18 CMP 18 CMP 18 CMP 18 CMP 18 CMP 18 CMP bp bp bp bp fo fo fo fo fo fo fo fo ws ws ws fm fm fm gas gas bp bp bp bp 8"wm 8"wm 8"wm 8"wm F IRR R IRR IRR IRR IRR IRR IRR IRR 6"ss 6"ss 6"ss wm wm wm wm O S W fo fo fo fo fo fo fo 12 RCP EXISTING RIVERHOUSE EXISTING RIVERHOUSE BARN bp bp bp bp bp ss ss ss BP BP GAS GAS GAS GAS GAS GAS IRR IRR IRR S SS SS SS WS WS WS WS WS WS WS WS BP WS F IRR IRR IRR IRR IRR IRR IRR BP BP BP BP BP BP BP FO FO FO FO FO BP BP BP BP 34 25 7 11 1 9 2 32 2 6 35 4 1 30 18 9 5 8 2 2 3 2 6 15 10 29 16 14 17 9 13 19 12 20 22 23 24 21 28 26 29 32 33 3.65 27 34 36 37 © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/10/2025 12:00 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C300.dwg C300 UTILITY PLAN RAMBERG DESPER - 1 C300 UTILITY PLAN NORTH 0 10 20 40 SCALE: 1" = 20' KEY NOTES # 1. EXISTING IRRIGATION LINE 2. EXISTING BURIED POWER 3. EXISTING 6" SANITARY SEWER MAIN 4. EXISTING GAS SERVICE LINE 5. EXISTING 8" WATER MAIN 6. EXISTING FIBER OPTIC CONDUIT 7. EXISTING WATER METER 8. EXISTING IRRIGATION LINE CONNECTION 9. EXISTING CULVERT 10. EXISTING IRRIGATION DITCH 11. EXISTING ELECTRIC VAULT 12. EXISTING TELEPHONE PEDESTAL 13. EXISTING 2" WATER SERVICE LINE 14. INSTALL 123 LF OF PROPOSED 1" GAS SERVICE LINE. COORDINATE WITH INTERMOUNTAIN GAS. 15. PROPOSED GAS METER. SEE PLUMBING. 16. CONNECT GAS SERVICE LINE TO BUILDING. 17. CONNECT PROPOSED GAS LINE TO EXISTING LINE. 18. INSTALL 141 LF OF PROPOSED 2" WATER SERVICE LINE. 19. CONNECT 13 LF OF PROPOSED 2" WATER SERVICE LINE TO BUILDING. 20. CONNECT PROPOSED WATER SERVICE LINE TO EXISTING LINE. 21. INSTALL 21 LF OF PROPOSED 8" DI FIRE SERVICE PIPE TO BUILDING. SEE FIRE PROTECTION. 22. CONNECT PROPOSED FIRE SERVICE LINE TO WATER SERVICE LINE. 23. INSTALL 169 LF OF PROPOSED 2" SANITARY SEWER SERVICE LINE. 24. INSTALL SANITARY SEWER CLEANOUT. SEE DETAIL 2/C401. 25. CONNECT SANITARY SEWER SERVICE LINE TO BUILDING. 26. INSTALL 4 LF OF PROPOSED 6" SANITARY SEWER MAIN AND CONNECT TO EXISTING LINE. 27. INSTALL SANITARY SEWER DROP MANHOLE. SEE DETAIL 4/C401. 28. CONNECT PROPOSED SANITARY SEWER SERVICE LINE TO EXISTING LINE. 29. PROPOSED HEAT PUMP. SEE MECHANICAL. 30. CONSTRUCT HEADWALL. SEE DETAIL 6/C401. 31. INSTALL IRRIGATION BOX. SEE DETAIL 5/C401. 32. PROPOSED POWER TRANSFORMER. SEE ELECTRICAL. 33. PROPOSED BURIED POWER. SEE ELECTRICAL. 34. CONNECT PROPOSED BURIED POWER TO EXISTING LINE. 35. EXISTING GRINDER PUMP FOR FUTURE BATHROOMS. 36. PROPOSED FIBER OPTIC CONDUIT. SEE ELECTRICAL. 37. PROPOSED JUNCTION BOX. SEE ELECTRICAL. WATER NOTES 1. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF STAR SEWER & WATER DISTRICT (SSWD) SPECIFICATIONS AND STANDARDS, AND THE LATEST EDITION OF THE ISPWC. 2. UNLESS OTHERWISE SPECIFIED, ALL WATER PIPE AND FITTINGS SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 3.1 OF SSWD STANDARD SPECIFICATIONS AND DRAWINGS. WATER MAINS SHALL BE AWWA C900, OR C909, CLASS 150 PVC. ALL SERVICES AND CONNECTIONS SHALL BE HDPE WITH A PRESSURE RATING OF 150 PSI AND CONFORM TO ASTM D2239, PER THE STAR SEWER & WATER DISTRICT STANDARD SPECIFICATIONS. 3. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLING, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS. 4. THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER MAINS LOCATION IN A SECTION-LINE ROAD IS 5.0 FT. FOR ALL OTHER WATER MAINS, 4.0 FT OF COVER SHALL BE PROVIDED. 5. THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPE WALL TO OUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEEN ALL WATER AND SEWER MAINS. ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER MAINS THAT CROSS. IMMEDIATELY NOTIFY ENGINEER OF CONFLICTS. 6. LOCATIONS OF FITTINGS, BENDS, VALVES, AND OTHER APPURTENANCE ARE APPROXIMATE. PROVIDE ADEQUATE SPACING BETWEEN FIXTURES TO MAINTAIN PIPE INTEGRITY. PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES. 7. FITTINGS SHALL BE CLASS 350 MECHANICAL JOINT DUCTILE IRON, CLASS 250 FLANGED DUCTILE IRON OR CLASS 250 GRAY IRON CONFORMING TO ANSI/AWWA C110. 8. ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF STAR WATER SUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY. 9. CONSTRUCT, PRESSURE-TEST, FLUSH, AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTION 3.1 OF THE SSWD STANDARD SPECIFICATIONS & DRAWINGS. 10.SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING AS SHOWN ON STANDARD DRAWING 7.09 11.ALL DUCTILE IRON FITTINGS TO BE WRAPPED IN POLYWRAP. 12.PER THE CURRENT IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS, THE CONTRACTOR SHALL HAVE THE WATER MAIN WORK (ie. CUT, GATE VALVES & PIPE INSTALLATION) INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES AND OBSERVED BY A DESIGNATED OWNERS INSPECTOR. SEWER NOTES 1. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE SSWD STANDARD SPECIFICATIONS AND DRAWINGS, AND ISPWC.. 2. UNLESS OTHERWISE SPECIFIED, ALL SEWER PIPE SHALL BE BELL AND SPIGOT, PVC, SDR 35, ASTM D-3034. SANITARY SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE SSWD STANDARD SPECIFICATIONS & DRAWINGS. 3. MARK AND CONSTRUCT SERVICE LINES AND CONNECTIONS IN ACCORDANCE WITH THE SSWD STANDARD DRAWING 7.16(S) AND 7.17(S), AND CURRENT EDITION OF THE ISPWC. 4. ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT EDITION OF THE ISPWC. 5. THE CONTRACTOR SHALL TEST ALL SEWER LINES IN ACCORDANCE WITH SECTION 4.1.C OF THE SSWD STANDARD SPECIFICATIONS & DRAWINGS AND SECTIONS 501.3.4 AND 502.3.12 OF THE ISPWC. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO FINAL SURFACE RESTORATION. 6. CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPES IN ACCORDANCE WITH SPECIFICATIONS. COST OF ALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. SANITARY SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT SSWD STANDARD SPECIFICATIONS & DRAWINGS AND ISPWC. 8. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT DEFLECTION TESTING OF SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE DESIGNED PIPE DIAMETER. TESTING SHALL BE CONDUCTED NO MORE THAN 7 DAYS AFTER THE TRENCH HAS BEEN BACKFILLED AND COMPACTED. 9. PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, THE CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES. 10.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF ANY EXISTING AND PROPOSED UTILITY. DRY UTILITY NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL "DRY" UTILITIES (ELECTRIC, GAS, TELEPHONE) WITH SERVICE PROVIDERS. 2. REFER TO ELECTRICAL PLANS FOR ADDITIONAL CONDUIT AND SITE LIGHTING REQUIREMENTS. 3. REFER TO LANDSCAPE PLANS FOR IRRIGATION CONDUIT. 4. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-[PHONE REDACTED] (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. NOTE: DO NOT INSTALL WATER SERVICE LINE OR FORCE MAIN WITH A HIGH POINT. P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/9/2025 5:27 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C400.dwg C400 CIVIL DETAILS RAMBERG DESPER - 1. 2% MAX CROSS SLOPE (1/8"/FT). 2. EXPANSION JOINTS EVERY 25'. NOTES: 3. CONTRACTION JOINTS EVERY 5' DEEP). 4000 PSI CONCRETE 1" MINUS STRUCTURAL FILL PER GEOTECH. SCARIFY NATIVE MATERIAL TO 8" DEPTH AND COMPACT 1 C400 NOT TO SCALE 4" CONCRETE SIDEWALK 1. 2% MAX CROSS SLOPE (1/8"/FT). 2. EXPANSION JOINTS EVERY 25'. 3. CONTRACTION JOINTS EVERY 5' DEEP). NOTES: 4000 PSI CONCRETE JOINTING TO BE PER ISPWC 1" MINUS STRUCTURAL FILL PER GEOTECH 6" 6" REINFORCE WITH #4 BARS @ 12" ON CENTER EACH WAY SCARIFY NATIVE MATERIAL TO 8" DEPTH AND COMPACT 4" SOLID WHITE, NON SLIP, STRIPES IN LOADING AREAS (TYP.) 60° 2.0' 5'.0 7 C400 NOT TO SCALE VERTICAL CURB ADA RAMP NOTES: 1. LANDING AREA SHALL HAVE NO SLOPES GREATER THAN 1/48 (APPROX. 6.00 5.00 DEPRESSED CURB, SEE DETAIL 5/C400. VERTICAL CURB, SEE DETAIL 8/C400. 8.3% MAX SLOPE LANDING AREA CATCH OR SPILL CURB AND GUTTER SEE PLANS. CATCH OR SPILL CURB AND GUTTER. SEE PLANS. LIGHT DUTY CONCRETE, SEE DETAIL 1/C400. TRUNCATED DOMES, SEE DETAIL 9/C400. VERTICAL CURB, SEE DETAIL 8/C400. 2 C400 NOT TO SCALE 6" REINFORCED CONCRETE 6 C400 NOT TO SCALE ADA PARKING STRIPING 9 C400 NOT TO SCALE TACTILE WARNING SURFACE 8 C400 NOT TO SCALE VERTICAL CURB 10 C400 NOT TO SCALE CONCRETE DRIVEWAY APPROACH NOTES: 1. SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. 2. IF SUBGRADE IS OVER 5% OF OPTIMUM MOISTURE, CONTACT ENGINEER. 3. ASPHALT AND BASE COURSE SHALL CONFORM TO ISPWC. 4 C400 ASPHALT HEAVY DUTY NOTES: 1. SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AND CONFORM TO ISPWC. ASPHALT PLANT MIX TYPE B 1 1/2" MINUS CRUSHED BASE COURSE COMPACT TO 95% PROCTOR 3 C400 STANDARD DUTY ASPHALT PAVEMENT NOT TO SCALE 5 C400 SPILL CURB AND GUTTER - DEPRESSED NOT TO SCALE 2% 6" MIN. 2.00' 6" 5.5" 3" 6" NOTE: CURB AND GUTTER SPECIFICATIONS EXCEPT AS NOTED. NOT TO SCALE ASPHALT PLANT MIX TYPE B 1 1 2" MINUS CRUSHED BASE COURSE COMPACT TO 95% STANDARD PROCTOR 12" 4" 2.5" 9" CRUSHED BASE COURSE ASPHALT SECTION R 0.5" R 0.5" SEE PLAN SCARIFY NATIVE MATERIAL TO 8" DEPTH AND COMPACT TO 95% STANDARD PROCTOR SCARIFY NATIVE MATERIAL TO 8" DEPTH AND COMPACT TO 95% STANDARD PROCTOR 4. COMPACTION PER GEOTECH. 4. COMPACTION PER GEOTECH. 11 C400 NOT TO SCALE CURB TAPER 3.5 3.5 6" 6" 20.0" DIA 6" DIA. POWDER-COATED BLACK, CONCRETE-FILLED STEEL PIPE W/ DOMED TOP SEE PLAN FOR SIZE SLOPE CONCRETE TO DRAIN FLUSH GRADE AS PER SITE PLAN CONCRETE BASE GRANULAR FILL 12 C400 NOT TO SCALE BOLLARD P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/9/2025 4:30 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C401.dwg C401 CIVIL DETAILS RAMBERG DESPER - 1 C401 NOT TO SCALE SERVICE LINE TRENCH DETAIL 3 C401 NOT TO SCALE WATER SERVICE CONNECTION 2 C401 NOT TO SCALE SERVICE CLEANOUT DETAIL 4 C401 NOT TO SCALE DROP MANHOLE 5 C401 NOT TO SCALE STANDARD IRRIGATION BOX 6 C401 NOT TO SCALE CONCRETE HEADWALL P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- © I ALL RIGHTS RESERVED ® DRAWN BY I REVISIONS REVIEWED BY I DESIGNED BY I PROJ# I CITY OF STAR EVENT CENTER STAR, ID 83669 LOT 27 DICKSONS SUB #1315-S #9203180 2025 09.10.2025 COSTAR_EC 9/9/2025 6:05 PM I L:\COSTAR_EC\BIMCAD\Civil\Sheets\COSTAR_EC_C402.dwg C402 CIVIL DETAILS RAMBERG DESPER - 6.042 PER MANUFACTURER 6.00 POST CAP BY SLIPFENCE, BLACK INSIDE CHANNEL, SCREWED TO POSTS, BY SLIPFENCE, BLACK. ALL HOLES ARE PRE-DRILLED 3"x3"x10' SLIPFENCE POST, BLACK ATTACH 1"x5"x6' DECK BOARDS WITH SCREWS THROUGH CHANNEL AS DIRECTED BY MANUFACTURER. BOARDS TO BE PRESSURE TREATED AND WEATHER RESISTANT. 4.00 1.00 FINISH GRADE CONCRETE FOUNDATION 1.00 COMPACTED GRAVEL LANDSCAPE FABRIC AS SPECIFIED 0.33 2 C402 NOT TO SCALE WOOD FENCE 1 C402 NOT TO SCALE BIKE RACK 1'-71 4" 1'-5 8" 2'-11" CONCRETE FINISH GRADE, SEE C200 STEEL TUBING, COLOR POWDERED COATED LAG BOLTS PER MANUFACTURER STEEL ANCHOR PLATE NOTES: 1. MAGLIN MBR500-00003 (MBR500-S), SURFACE MOUNTED. 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. P R O F E S S I O N A L E N G I N E E R L I C E N S E D 15946 K R I S A . D E S P E R S T A T E O F I D A H O ---PAGE BREAK--- REVISIONS 9/10/2025 9:05:18 AM STRUCTURAL GENERAL NOTES S001 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I S001 STRUCTURAL GENERAL NOTES S002 STRUCTURAL GENERAL NOTES S003 STRUCTURAL SCHEDULES S004 STRUCTURAL SCHEDULES S101 FOUNDATION PLAN S104 LATERAL PLAN S102 SECOND FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S201 STRUCTURAL FOUNDATION DETAILS S202 STRUCTURAL FOUNDATION DETAILS S211 STRUCTURAL FRAMING DETAILS S212 STRUCTURAL FRAMING DETAILS S213 STRUCTURAL FRAMING DETAILS S301 LATERAL DETAILS S302 TRUSS ELEVATIONS AND DETAILS STRUCTURAL SHEET INDEX GENERAL NOTES — Star Event Center — Star, Idaho I. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO ECLIPSE ENGINEERING, HENCEFORTH REFERRED TO AS THE ENGINEER 2. USE WRITTEN DIMENSIONS. DO NOT USE SCALED DIMENSIONS. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT OR ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS AND LAYOUT OF THE EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE THE ERECTION OF THE WORK SPECIFIED IN THESE DRAWINGS. EXISTING BUILDING ELEMENTS ARE IDENTIFIED FOR REFERENCE WITH THE PREFIX 4. DETAILS IN THE DRAWINGS PREFACED WITH THE TITLE “TYPICAL” MAY NOT NECESSARILY BE REFERENCED ON THE PLANS, BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE NO DETAIL IS REFERENCED, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CHOOSE THE RELEVANT TYPICAL DETAIL FROM THOSE PROVIDED. 5. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, SHORING OF EXISTING BUILDING ELEMENTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE ERECTION OF THE FRAMING AND OF THE LATERAL-LOAD-RESISTING SYSTEM IS COMPLETE. 6. THE ENGINEER HOLDS NO LIABILITY FOR UNAUTHORIZED CHANGES TO THE CONSTRUCTION DOCUMENTS MADE BY THE OWNER, CONTRACTOR, BUILDING OFFICIAL, OR OTHER INVOLVED PARTY. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND FOR MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS, INCLUDING OSHA. THE CONTRACTOR SHALL EXECUTE THEIR WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS ASSOCIATED WITH THE WORK. 8. THE LATERAL FORCE RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED STRUCTURE IS PROVIDED BY SHEARWALLS IN EACH ORTHOGONAL DIRECTION. THE WOOD SHEATHED FLOORS AND STRUCTRUALLY INSULATED ROOF PANELS SERVE AS HORIZONTAL DIAPHRAGMS TO DISTRIBUTE WIND AND SEISMIC FORCES TO THE SHEARWALLS. 9. UNLESS NOTED OTHERWISE IN THE PROJECT SPECIFICATIONS, SHOP DRAWINGS AND/OR SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION RELATED TO THE FOLLOWING STRUCTURAL ITEMS: A. CONCRETE SLAB ON GRADE CONTROL JOINT PLANS 10. DESIGN CRITERIA A. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE B. GEOTECHNICAL AND GRAVITY DESIGN DATA i. ALLOWABLE SOIL BEARING CAPACITY: 2000 PSF (PER GEOTECH REPORT) ii. FLOOR LIVE LOAD: 100 PSF iii. ROOF LIVE LOAD: 20 PSF iv. GROUND SNOW LOAD, Pg: 20 PSF v. FLAT-ROOF SNOW LOAD, Pf: 25 PSF vi. SNOW EXPOSURE FACTOR, Ce: 1.0 vii. SNOW LOAD IMPORTANCE FACTOR, I: 1.1 viii. THERMAL FACTOR, Ct: 1.0 C. WIND DESIGN DATA i. BASIC WIND SPEED: Vult = 120 MPH ii. RISK CATEGORY: III iii. WIND EXPOSURE CATEGORY: C iv. INTERNAL PRESSURE COEFFICIENT, Gcpi: 0.18 D. SEISMIC DESIGN DATA i. RISK CATEGORY: III ii. SEISMIC IMPORTANCE FACTOR, Ie: 1.25 iii. MAPPED SPECTRAL ACCELERATION, Ss: 0.294 iv. MAPPED SPECTRAL ACCELERATION, S1: 0.107 v. SITE CLASS: D vi. DESIGN SPECTRAL ACCELERATION, Sds: 0.307 vii. DESIGN SPECTRAL ACCELERATION, Sd1: 0.170 viii. SEISMIC DESIGN CATEGORY: C ix. BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WALL SHEATHER WITH WOOD STRUCRAL PANELS x. DESIGN BASE SHEAR: 32.25 KIPS, EACH ORTHOGONAL DIRECTION xi. SEISMIC RESPONSE COEFFICIENT, Cs: 0.059, EACH ORTHOGONAL DIRECTION xii. RESPONSE MODIFICATION FACTOR, R: 6.5, EACH ORTHOGONAL DIRECTION xiii. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE II. SHALLOW FOUNDATIONS 1. THE FOUNDATIONS FOR THE PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ATLAS ENGINEERS, DATED JUNE 30, 2025. THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT FOR ALL EARTHWORK REQUIREMENTS TO PREPARE THE SITE TO SUPPORT THE BUILDING. III. CAST-IN-PLACE CONCRETE 1. CONCRETE: A. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301, UNLESS OTHERWISE NOTED. B. REQUIRED COMPRESSIVE STRENGTH, f'c: i. CONCRETE ELEMENTS EXPOSED TO THE EXTERIOR GROUND AND WEATHER OR UNCONDITIONED SPACE OF THE BUILDING: 4500 PSI AT 28 DAYS, NORMAL WEIGHT. MAXIMUM WATER TO CEMENT RATIO = 0.45. ii. CONCRETE ELEMENTS WITHIN THE CONDITIONED SPACE OF THE BUILDING: 3000 PSI AT 28 DAYS, NORMAL WEIGHT. iii. IF THE CONTRACTOR ELECTS TO REPLACE THE CEMENT IN THE CONCRETE MIX WITH HIGH-VOLUME FLY ASH, IT IS PERMISSIBLE TO ESTABLISH f'c AT 56 DAYS. THE CONTRACTOR SHALL COORDINATE THE DURATION OF SHORING AND TEMPORARY BRACING ACCORDINGLY. C. DURABILITY REQUIREMENTS: i. CONCRETE ELEMENTS EXPOSED TO THE EXTERIOR GROUND AND WEATHER OR UNCONDITIONED SPACE OF THE BUILDING: PROVIDE TOTAL AIR CONTENT IN ACCORDANCE WITH EXPOSURE CLASS F1 ACCORDANCE WITH ACI 318, CHAPTER 4, PER THE FOLLOWING TABLE. TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE 1.5 NOMINAL MAXIMUM AGGREGATE SIZE TOTAL AIR CONTENT EXPOSURE CLASS F1 1/2" 5.5% 3/4" 5% 1” 4.5% 1 1/2" 4.5% ii. ALL OTHER CONCRETE: NO REQUIREMENTS. D. THE CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS OF CONSTRUCTION OR POUR JOINTS TO THE ARCHITECT AND ENGINEER FOR REVIEW. E. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS AND AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE TO 1/4” AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. 2. REINFORCING STEEL: A. TYPICAL REINFORCING: ASTM A615 GRADE 40 FOR #3 BARS, ASTM A615 GRADE 60 FOR #4 BARS TO #7 BARS, AND ASTM A706 GRADE 60 FOR #8 BARS AND LARGER B. REINFORCING TO BE WELDED: ASTM A706 GRADE 60 C. DEFORMED BAR ANCHORS: ASTM A1064, Fy = 70 KSI. D. PROVIDE CLEARANCE AND COVER OF REBAR AS FOLLOWS, UNLESS OTHERWISE NOTED: i. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES ii. FORMED SURFACES EXPOSED TO EARTH OR WEATHER, # 5 BARS AND SMALLER: 1 1/2 INCHES iii. FORMED SURFACES EXPOSED TO EARTH OR WEATHER, #6 BARS AND LARGER: 2 INCHES iv. INTERIOR SLABS, WALLS, AND JOISTS: 3/4 INCHES v. BEAMS AND COLUMNS: 1 1/2 INCHES TO TRANSVERSE REINFORCING E. UNLESS OTHERWISE NOTED, REINFORCING BARS SHALL BE SPLICED WITH 50-BAR-DIAMETER LAPS, MINIMUM. F. REINFORCING SHALL BE SUPPORTED PRIOR TO CONCRETING IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. G. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. H. WELDING OF REINFORCING IS PERMITTED ONLY WHERE SHOWN IN THE DRAWINGS. WELDING SHALL CONFORM TO AWS D1.4, STRUCTURAL WELDING CODE — STEEL. 3. SLAB ON GRADE CONTROL JOINTS: A. THE CONTRACTOR SHALL INSTALL TOOLED OR SAWCUT CONTROL JOINTS IN THE CONCRETE SLABS ON GRADE. THE JOINTS SHALL BE 1/8” WIDE AND t/4 DEEP, WHERE t EQUALS THE SLAB THICKNESS. B. THE JOINTS SHALL SUB-DIVIDE THE SLAB INTO PANELS WITH THE LONGER SIDE NO GREATER THAN 1.5 TIMES THE LENGTH OF THE SHORTER SIDE. C. JOINTS IN INTERIOR SLABS SHALL BE SPACED AT NO FURTHER THAN 12’-0” APART AND JOINTS IN EXTERIOR SLABS SHALL BE SPACED AT NO FURTHER THAN D. THE CONTRACTOR SHALL SUBMIT THEIR CONTROL JOINT PLAN TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO THE FIRST SLAB ON GRADE CONCRETE POUR. 4. WELDED WIRE REINFORCEMENT: ASTM A1064, SHEETS ONLY 5. FIBER-REINFORCED CONCRETE: ASTM C1116 TYPE III 4.1.3, 100% HOMOPOLYMER POLYPROPYLENE MD FIBRILLATED FIBERS, 1.5 POUND PER CUBIC YARD, MINIMUM APPLICATION RATE IV. POST-INSTALLED ANCHORS 1. ADHESIVE ANCHORS AND DOWELS IN CONCRETE: SET-XP (ICC-ES ESR-2508) OR AT-XP (IAPMO UES ER-263) BY SIMPSON STRONG-TIE OR HIT-HY 200 (ICC-ES ESR-3187) BY HILTI. 2. ADHESIVE ANCHORS AND DOWELS IN REINFORCED MASONRY: SET-XP (IAPMO UES ER-265) OR AT-XP (IAPMO UES ER-281) BY SIMPSON STRONG-TIE. 3. EXPANSION ANCHORS IN CONCRETE: STRONG-BOLT 2 (ICC-ES ESR-3037) BY SIMPSON STRONG-TIE OR KWIK BOLT TZ (ICC-ES ESR-1917) BY HILTI. 4. EXPANSION ANCHORS IN MASONRY: STRONG-BOLT 2 (IAPMO UES ER-240) BY SIMPSON STRONG-TIE. 5. SCREW ANCHORS IN CONCRETE: TITEN HD (ICC-ES ESR-2713) BY SIMPSON STRONG-TIE OR KWIK HUS-EZ (ICC- ES ESR-3027) BY HILTI. 6. SCREW ANCHORS IN MASONRY: TITEN HD (ICC-ES ESR-1056) BY SIMPSON STRONG-TIE OR KWIK HUS-EZ (ICC-ES ESR-3056) BY HILTI. 7. FOLLOW MANUFACTURER’S INSTALLATION INSTRUCTIONS FOR ALL POST-INSTALLED ANCHORS, INCLUDING REQUIREMENTS FOR INSTALLING ANCHORS NEAR HEAD OR BED JOINTS IN MASONRY WALLS. 8. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE ELECTRO-PLATED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS NOTED OTHERWISE. 9. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE OR MASONRY BETWEEN THE ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, SEEK GUIDANCE FROM THE ENGINEER. 10. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH POST-INSTALLED ANCHORS. 11. SUBSTITUTIONS: SUBSTITUTE PRODUCTS SHALL HAVE AN ASSOCIATED ICC-ES OR IAPMO EVALUATION REPORT AND THE CONTRACTOR MUST DEMONSTRATE PERFORMANCE IS EQUIVALENT TO THE SPECIFIED PRODUCTS. SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS THIS INFORMATION IS SUBMITTED. V. STRUCTURAL STEEL FRAMING 1. MATERIALS: A. WIDE FLANGE AND WT SHAPES: ASTM A992 B. CHANNELS, ANGLES, PLATES, AND BARS: ASTM A36 C. GRADE 50 PLATES: ASTM A572, Fy = 50 KSI. USE ONLY WHERE INDICATED ON THE PLANS. D. PIPE: ASTM A53, GRADE B E. HSS: ASTM A500 OR ASTM A1085, GRADE B, Fy = 42 KSI FOR ROUNDS AND 46 KSI FOR RECTANGULAR AND SQUARE 2. FASTENERS: A. MACHINE BOLTS: ASTM A307 B. BOLTS: ASTM F3125 C. ANCHOR RODS: ASTM F1554, GRADE 36, THREADED WITH NUT, UNLESS OTHERWISE NOTED, AND HOOKED FOR ANCHORING WOOD SOLE PLATES. D. SHEAR STUD CONNECTORS AND WELDED THREADED STUDS: ASTM A108, GRADE 1010 THRU 1020 E. NUTS: ASTM A563 F. HARDENED PLAIN AND BEVELED WASHERS: ASTM F436 3. WELDING A. ARC-WELDING ELECTRODES AND/OR FILLER METALS TO BE LOW HYDROGEN TYPES E7XTX, E7XTXX, OR E70XXX, MINIMUM, AS APPLICABLE. B. WELDING SHALL CONFORM TO AWS D1.1, STRUCTURAL WELDING CODE - STEEL. C. ALL WELDING SHALL BE PERFORMED BY A WELDER CERTIFIED BY AWS AND THE GOVERNING JURISDICTION, IF APPLICABLE. D. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS SHALL BE USED. WHERE NO FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDS. 4. FABRICATION AND ERECTION A. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC 360 AND AISC 303. B. UNLESS NOTED OTHERWISE, PRIME STRUCTURAL STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED TO THE WEATHER WITH A HIGH-PERFORMANCE ACRYLIC COATING, PRO CRYL UNIVERSAL BY SHERWIN WILLIAMS, OR EQUAL. FIELD CUT, WELDED, AND/OR DAMAGED SURFACES SHALL BE TOUCHED UP WITH PRIMER PRIOR TO APPLYING FINISH COAT OF PAINT. C. STRUCTURAL STEEL AND FASTENERS INDICATED ON THE DRAWINGS TO BE HOT-DIP GALVANIZED SHALL BE COATED IN ACCORDANCE WITH ASTM A123 AND ASTM A153. REPAIR AND TOUCH UP GALVANIZING AFTER ERECTION ACTIVITIES ARE COMPLETE IN ACCORDANCE WITH ASTM A780. VI. CARPENTRY 1. MEMBERS A. SAWN LUMBER: NO. 2 DOUGLAS FIR/LARCH, WWPA GRADING RULES i. ALL LUMBER SHALL BE KILN DRIED WITH A MOISTURE CONTENT LESS THAN 19%. ii. SILLS AND PLATES IN CONTACT WITH MASONRY OR CONCRETE, AND WITHIN 8" OF GRADE, SHALL BE PRESSURE-TREATED. MUD SILL PLATES SHALL BE 2x MINIMUM THICKNESS OF THE SAME OR GREATER WIDTH AS THE STUDS ABOVE, OR AS NOTED PER THE SHEAR WALL SCHEDULE. a. FASTEN MUD SILL PLATES TO CONCRETE OR MASONRY WITH 5/8” DIAMETER ANCHOR BOLTS W/ MINIMUM 7” EMBEDMENT SPACED AT 4’-0” O.C. MAXIMUM, UNO. b. PROVIDE 3” SQUARE X 0.229” THICK STEEL PLATE WASHERS UNDER ALL SHEAR WALL ANCHOR BOLT NUTS. STANDARD CUT WASHERS MAY BE USED FOR NON-SHEAR WALLS. c. RETIGHTEN ALL BOLTS PRIOR INSTALLING INTERIOR WALL FINISH OR INTERIOR WALL SHEATHING. iii. FOR CONNECTIONS OF WOOD MEMBERS NOT SHOWN ON THESE DRAWINGS OR IN THESE NOTES, REFERENCE THE BUILDING CODE FASTENING SCHEDULE, TABLE 2304.10.1. iv. EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. PROVIDE DOUBLE 2x6 TOP PLATE WITH MINIMUM 48" LAP SPLICE WITH (12) 16d COMMON NAILS MINIMUM, STAGGERED, UNLESS OTHERWISE NOTED ON PLAN. v. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS, UNLESS OTHERWISE NOTED. vi. JOISTS AND RAFTERS SHALL HAVE A 1 1/2" MINIMUM BEARING OR SHALL BE SEATED IN METAL HANGERS. vii. BLOCKING SHALL BE SOLID 2x MATERIAL WITH THE SAME DEPTH AS THE JOIST OR RAFTER UNO AND SHALL BE FITTED BETWEEN JOISTS OR RAFTERS. viii. FASTEN BEAMS, COLUMNS, TRIMMER STUDS, AND KING STUDS COMPOSED OF MULTIPLE 2x MEMBERS WITH TWO ROWS OF 10d NAILS @ 12” ON CENTER THROUGH LENGTH OR HEIGHT, STAGGERED TO PREVENT SPLITTING, BETWEEN EACH PLY. ix. BUILT-UP 2x LUMBER BEAMS SHALL NOT BE SUBSTITUTED FOR SOLID TIMBER BEAMS. x. ALL NON-BEARING WALLS BELOW FLOOR AND ROOF FRAMING SHALL BE SLIP CONNECTED TO ALLOW POTENTIAL FRAMING DEFLECTION. USE SIMPSON DTC FRAMING CLIPS OR SDPW SCREWS SPACED AT 4’-0” OC INSTALLED PER THE MANUFACTURER REQUIREMENTS, UNO ON PLAN. B. PRESSURE TREATED FRAMING: i. MEMBERS: a. SAWN LUMBER: NO. 2 HEM FIR, WWPA GRADING RULES b. POST AND TIMBERS: NO. 2 HEM FIR, WWPA GRADING RULES ii. PRESSURE TREATED FRAMING SHALL BE AWPA STANDARD U1 AND MEET OR EXCEED WATERBORN PRESERVATIVES WITH RETENTION OF 0.25 PCF FOR ABOVE GROUND AND 0.40 PCF FOR SOIL AND GROUND CONTACT USE. iii. FIELD TREATMENT SHALL BE APPLIED AT ALL CUTS AND HOLES USING COPPER NAPHTHENATE. iv. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD — SEE FASTENERS, FRAMING ANCHORS, AND CONNECTORS SECTION. C. GLUED-LAMINATED (GLULAM) TIMBER: i. PERFORM ALL WORK IN ACCORDANCE WITH NDS, ANSI A190.1, AND THE ARCHITECTS SPECIFICATIONS (IF APPLICABLE). ii. GLULAM MANUFACTURER SHALL BE CERTIFIED IN ACCORDANCE WITH ANSI A190.1. iii. SUBMIT SHOP DRAWINGS SHOWING FABRICATION AND ERECTION OF ALL GLULAM MEMBERS AND/OR CONNECTIONS FOR REVIEW PRIOR TO FABRICATION. SHOW ALL CONNECTIONS AND DETAILS, MATERIAL SPECIFICATIONS, AND FINISHES. FABRICATION SHALL NOT PROCEED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED BY THE ENGINEER OF RECORD, ARCHITECT OF RECORD, AND THE GENERAL CONTRACTOR. iv. MEMBERS SHALL BE INDIVIDUALLY WRAPPED TO PROTECT AND PROVENT ACCUMULATION OF MOISTURE INSIDE THE WRAPPING. STORE ALL MEMBERS OFF THE GROUND WITH SPACER BLOCKS SO THAT AIR MAY CIRCULATE AROUND ALL FACES OF THE MEMBERS. KEEP MEMBERS DRY AND PROTECTED FROM UV LIGHT. v. GLUED-LAMINATED TIMBER TO MEET THE FOLLOWING SPECIFICATIONS. ANY SUBSTITUTION MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. a. SPECIES: DOUGLAS FIR b. BEAM STRESS GRADES: 24F-V4 FOR SINGLE SPAN MEMBERS, 24V-8 FOR MULTI-SPAN OR CANTILEVERED MEMBERS c. COLUMN STRESS GRADE: L2 d. APPEARANCE CLASSIFICATIONS AS DEFINED IN AITC 110: EXPOSED GLULAMS: ARCHITECTURAL (ii) GLULAMS NOT EXPOSED WITHIN FRAMING: INDUSTRIAL e. ADHESIVE: AITC 405 vi. GLULAMS THAT ARE EXPOSED TO WEATHER OR MARINE AIR ENVIRONMENT SHALL BE MANUFACTURERED OR TREATED WITH PERMAPOST KLEAR-GARD 25 OR EQUIVALENT. vii. SIMPLE-SPAN GLULAM MEMBERS SHALL HAVE STANDARD MILL CAMBER RADIUS BETWEEN 3,000 AND 5,000 FT WITH TOLERANCES ALLOWED BY THE ANSI A190. MULTI-SPAN AND CANTILEVER BEAMS SHALL HAVE NO MILL CAMBER, UNO. WHERE SPECIFICALLY NOTED ON THE DRAWINGS, CAMBER OF GLULAM MEMBERS IS THE TOTAL CAMBER AND NOT IN ADDITION TO THE MILL CAMBER. viii. FIELD NOTCHING OR BORING OF GLULAM MEMBERS IS NOT ALLOWED UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. ix. GLULAM MEMBERS INSTALLED WITHIN CONDITIONED SPACE SHALL BE GRADUALLY EXPOSED TO SEASONING CONDITIONS OVER A TWO-WEEK PERIOD TO PREVENT CHARACTERISTIC DEVELOPMENT (CHECKS, WARP, ETC.) DUE TO SIGNIFICANT CHANGES IN MOISTURE CONTENT. D. STRUCTURAL COMPOSITE LUMBER (SCL): i. STRUCTURAL COMPOSITE LUMBER INCLUDES LAMINATED STRAND LUMBER (LSL), LAMINATED VENEER LUMBER (LVL), AND PARALLEL STRAND LUMBER (PSL). ii. STRUCTURAL COMPOSITE LUMBER PRODUCTS SHALL HAVE A CURRENT ICC-ES REPORT. iii. SCL MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SCL MINIMUM PROPERTIES SCL TYPE FLEXURAL STRESS, Fb (PSI) SHEAR STRESS, Fv (PSI) MODULUS OF ELASTICITY, E (PSI) LSL STUDS 1,700 425 1.3X106 LSL SILL PLATES 1,900 150 1.3X106 LSL RIM BOARD 1,900 150 1.3X106 LSL JOISTS/BEAMS 2,325 310 1.55X106 LVL STUDS 2,600 285 2.0X106 LVL JOISTS/BEAMS 2,600 285 2.0X106 PSL BEAMS 2,900 290 2.0X106 iv. LVL AND LSL MEMBERS SHALL NOT BE USED IN EXTERIOR APPLICATIONS OR AGAINST CONCRETE UNLESS APPROVED BY THE MANUFACTURER. v. FASTEN MULTI-PLY LVL BEAMS OR JOISTS TOGETHER WITH SDW SCREWS BY SIMPSON STRONG-TIE PER MANUFACTURER REQUIRMENTS OR PER PLAN. vi. PSL MEMBERS USED IN EXTERIOR APPLICATIONS, OR AGAINST CONCRETE, SHALL BE APPROVED BY THE MANUFACTURER FOR USE IN THE EXPOSURE CONDITION TO WHICH THEY ARE SUBJECT. E. PREFABRICATED WOOD I-JOISTS: i. WOOD I-JOISTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D5055. ii. JOIST TYPES AND SIZES SHALL BE AS INDICATED ON THE PLANS, OR WRITTEN APPROVED EQUALS. iii. JOISTS SHALL HAVE LOAD-CARRYING CAPACITY IN ACCORDANCE WITH THE MANUFACTURERS PUBLISHED LOAD TABLES. INSTALLATION SHALL BE AS PER THE MANUFACTURER’S RECOMMENDATIONS OR AS DETAILED; USE THE MORE STRINGENT CONDITION. iv. ROOF AND/OR FLOOR SHEATHING SHALL BE GLUED AND NAILED CONTINUOUSLY TO THE TOP FLANGE OF ALL JOISTS AS SPECIFIED ON THE PLANS AND IN THESE NOTES. v. JOISTS AND RAFTERS SHALL HAVE A 1-1/2” MINIMUM BEARING OR SHALL BE SEATED IN METAL HANGERS. vi. SUBMIT SHOP DRAWINGS OF LAYOUT AND REQUIRED CONNECTION DETAILS FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION. vii. CAUTION SHOULD BE TAKEN WHEN INSTALLING I-JOISTS WITH CANTILEVERS. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AT TOP AND BOTTOM FLANGES DURING INSTALLATION PER MANUFACTURER’S RECOMMENDATIONS. F. TIMBER FRAMING AND EXPOSED SAWN LUMBER: i. TIMBER MEMBERS a. SPECIES: DOUGLAS FIR b. GRADE: NO. 1 c. MOISTURE CONTENT: TIMBERS AND EXPOSED LUMBER SHALL BE DRIED IN A RADIO FREQUENCY KILN TO A MAXIMUM MOISTURE CONTENT OF 15% d. TIMBERS: 8X12 AND SMALLER SHALL BE FREE OF HEART CENTER (FOHC). TIMBERS LARGER THAN 8X12 MAY BE BOXED HEART. COORDINATE RELIEF CUTS WITH THE ENGINEER OF RECORD. e. DRESSING: TIMBERS SHALL BE SURFACED FOUR SIDES (S4S). REFERENCE ARCHITECTURAL FOR TIMBER FINISHES. TIMBER AND EXPOSED LUMBER SIZES ARE ACTUAL DIMENSIONS. ii. TIMBER CONNECTORS a. SCREWS: THE FOLLOWING SCREWS ARE ACCEPTABLE FOR GENERAL USE. ALL SCREWS SHALL HAVE MINIMUM 3” EMBEDMENT INTO MAIN MEMBER. REFER TO PLANS FOR SCREW DIAMETER. RSS BY GRK (ii) SDWH BY SIMPSON STRONG-TIE (iii) SWG ASSY SK BY WURTH (iv) TBS BY ROTHOBLAAS iii. FABRICATION a. TIMBERS SHALL BE FABRICATED IN STRICT CONFORMANCE TO APPROVED SHOP DRAWINGS. FABRICATION PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK. b. CONNECTION JOINERY: TIMBERS SHALL BE FABRICATED TO JOIN AND IN PROPER ALIGNMENT AT THE TIME OF ASSEMBLY. SMALL (1/8” OR LESS) VARIATIONS WHERE THE FACES OF JOINTS COME TOGETHER (IN ALIGNMENT OR SEPARATION) ARE ACCEPTABLE. PROVISIONS SHALL BE MADE IN THE DETAILING OF JOINERY TO ALLOW FOR DIMENSIONAL CHANGES (JOINT SEPARATION AND ALIGNMENT) ASSOCIATED WITH TIMBER DRYING SHRINKAGE. iv. QUALITY ASSURANCE a. WORK SHALL BE IN CONFORMANCE WITH THE TFEC 2-2018 CODE OF STANDARD PRACTICE FOR TIMBER FRAME STRUCTURES. b. ALL TIMBERS SHALL BE GRADED BY A GRADER CERTIFIED BY AN APPROVED LUMBER GRADING AGENCY OR A QUALIFIED INDIVIDUAL WHO HAS COMPLETED A TIMBER GRADING TRAINING COURSE. TIMBERS SHALL BEAR A GRADE STAMP OR A CERTIFICATE OF GRADE FROM THE LUMBER GRADER. v. DELIVERY, STORAGE, AND HANDLING a. STORE ALL MEMBERS OFF THE GROUND WITH SPACER BLOCKS SO THAT AIR MAY CIRCULATE AROUND ALL FACES OF THE MEMBERS. KEEP MEMBERS DRY AND PROTECTED FROM UV LIGHT. b. CUT AND STACK TIMBERS SO AS NOT TO ENCOURAGE THE GROWTH OF SAP-STAIN FUNGI, MOLD OR MILDEW. STACK TIMBERS WITH STICKERS AND SPACERS BETWEEN BUNDLES TO ALLOW AIR CIRCULATION. c. PROVIDE REASONABLE PROTECTION DURING TRANSPORTATION, STORAGE, HANDLING AND ERECTION OF THE TIMBERS TO AVOID MARRING, STAINING, OR THE ACCUMULATION OF EXCESS MOISTURE, DIRT AND FOREIGN MATTER. d. TIMBERS INSTALLED WITHIN CONDITIONED SPACE SHALL BE GRADUALLY EXPOSED TO SEASONING CONDITIONS OVER A TWO-WEEK PERIOD TO PREVENT CHARACTERISTIC DEVELOPMENT (CHECKS, WARP, ETC.) DUE TO SIGNIFICANT CHANGES IN MOISTURE CONTENT. 2. WOOD STRUCTURAL PANELS A. ROOF: 19/32" THICK, MINIMUM, 40/20 SPAN RATING. NAILING, UNLESS NOTED OTHERWISE: i. 8d @ 6" O.C. AT PANEL EDGES. ii. 8d @ 12" O.C. AT INTERMEDIATE RAFTERS. iii. ROOF SHEATHING INSTALLED ATOP DECKING BOARDS SHALL USE 1-1/2” LONG NAILS. (THERE IS AN APA DOCUMENT OUT THERE THAT DISCUSSES USING SHORTER NAIL EMBEDMENT. DIAPHRAGM CAPACITY REDUCES, BUT WE DON’T WANT TO SEE NAILS POKING THRU THE DECKING.) B. FLOOR: 23/32" THICK, MINIMUM, 24 O.C. SPAN RATING. GLUE AND NAILING, UNLESS NOTED OTHERWISE: i. 10d @ 6" O.C. AT PANEL EDGES. ii. 10d @ 12" O.C. AT INTERMEDIATE JOISTS. iii. GLUE ADHESIVES SHALL MEET APA SPECIFICATION AFG-01 OR ASTM D3498. C. WALLS: THICKNESS PER SHEAR WALL SCHEDULE, MINIMUM 24/0 SPAN RATING; PANEL GRADE: APA RATED SHEATHING. NAILING, UNLESS NOTED OTHERWISE: i. 8d @ 6" O.C. AT PANEL EDGES. ii. 8d @ 12 " O.C. AT INTERMEDIATE STUDS. iii. WALL SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY IF WALL STUD SPACING DOES NOT EXCEED 16” O.C. OR IF 15/32” THICK SHEATHING IS USED FOR 24” O.C. STUD SPACING. iv. FASTEN ALL EXTERIOR WALL SHEATHING TO EXTERIOR STUD FRAMING PER THE MINIMUM SHEAR WALL REQUIREMENTS OF THE SHEAR WALL SCHEDULE WHERE THE WALL IS NOT SPECIFICALLY INDICATED AS A SHEAR WALL. D. WOOD STRUCTURAL PANELS SHALL CONFORM TO U.S. DOC PS 1 AND PS 2 AND APA PRP-108 PERFORMANCE STANDARDS. E. ALL SHEATHING SHALL CONFORM TO THE PS1 OR PS2 STANDARDS. F. ALL SHEATHING PANELS SHALL BE APA RATED, EXPOSURE 1, AND SHALL BE STAMPED WITH THE APA TRADMARK. G. ALL END JOINTS SHALL BE STAGGERED AND END JOINTS INSTALLED AT THE CENTERLINE OF FRAMING. PROVIDE 1/8” GAP BETWEEN PANEL JOINTS. H. SHEET SIZE SHALL BE 4’ X 8’ EXCEPT AT BOUNDARIES OR FRAMING CHANGES. USE MINIMUM 2’ X 2’ SHEATHING SIZES. I. ALL ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS. J. ROOF SHEATHING SHALL BE SUPPORTED BY BLOCKING AT ALL EDGES OR SUPPORTED BY WHERE BLOCKING IS SPECIFICALLY INDICATED ON THE DRAWINGS, MAY NOT BE SUBSTITUTED. K. THE LONG DIMENSION OF PANELS SHALL BE INSTALLED PERPENDICULAR TO SUPPORTS WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. L. PANELS SHALL NOT BE LESS THAN 4’ x EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. THE MINIMUM PANEL DIMENSION FOR FLOOR SHEATHING AT BOUNDARIES SHALL BE 24” UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. M. NAILS SHALL BE COMMON WIRE NAILS (NOT BOX OR SINKER NAILS) AND BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE PANELS. N. PANEL NAILING SHALL BE INSPECTED PRIOR TO COVERING BY THE AHJ, STRUCTURAL EOR, AND/OR SPECIAL INSPECTION AGENCY WHERE APPLICABLE. 3. WOOD DECKING BOARDS A. SPECIES: DOUGLAS-FIR LARCH B. GRADE: SELECT C. BOARDS SHALL BE LAID AT 90 DEGREES TO SUPPORTING MEMBERS. D. NAILING TO EACH INTERIOR SUPPORTING MEMBER: i. 2x6 BOARDS: GALVANIZED 16d NAILS OR #12 WOOD DECK SCREWS. ii. 2x8 BOARDS: GALVANIZED 16d NAILS OR #12 WOOD DECK SCREWS. E. NAILING TO EDGE SUPPORTING MEMBER: GALVANIZED 16d NAILS OR #12 WOOD DECK SCREWS AT 4” O.C. F. END JOINTS IN ADJACENT BOARDS SHALL BE SEPARATED BY AT LEAST ONE JOIST. THERE SHALL BE AT LEAST TWO BOARDS BETWEEN JOINTS ON THE SAME SUPPORT. 4. FASTENERS, FRAMING ANCHORS, AND CONNECTORS: A. NAILS: ASTM F1667 i. NAIL SHANK DIAMETER AND LENGTH SHALL BE SUBMITTED TO THE STRUCTURAL EOR PRIOR TO FRAMING. FRAMING NAILS NAIL TYPE SHANK DIAMETER (IN.) MIN. PENETRATION INTO FRAMING MEMBER (IN.) 6d 0.113 1.125 8d 0.131 1.375 10d 0.148 1.5 16d 0.162 1.625 ii. NAILS IN CONTACT WITH PRESSURE-TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED Rolf Digitally signed by Rolf DN: CN=Rolf OU=Users, OU=Bend, DC=ctagroup, DC=net Date: 2025.09.10 12:01:25-06'00' ---PAGE BREAK--- XXX'-X" TOCP XXX'-X" TOCS XXX'-X" TOCW XXX'-X" TOF MD-X INDICATES FOOTING TYPE, SEE SCHEDULE ON SHEET . INDICATES STRUCTURAL WOOD COLUMN. INDICATES HEADER TYPE, SEE SCHEDULE ON SHEET . INDICATES ELEVATION STEP. INDICATES WOOD STRUCTURAL BRG WALL INDICATES DECKING SPAN DIRECTION. INDICATES DECKING (SHEATHING) REQUIRED AND SPAN DIRECTION. SEE ADJACENT SCHEDULE. INDICATES REGION OF ROOF SHEATHING REQUIRING ALL JOINTS TO BE BLOCKED AND NAILED. SEE DETAIL . INDICATES DECKING PENETRATION. INDICATES DOWN SLOPING DIRECTION. X INDICATES SHEAR WALL, SEE SCHEDULE ON SHEET . SW-X INDICATES HOLD-DOWN CONNECTION LOCATION. INDICATES HOLD-DOWN TYPE REQD. SEE SCHEDULE SHEET S002. STRUCTURAL PLAN NOTATION HSS?X?X?? INDICATES HOLLOW STRUCTURAL SECTION-STEEL COLUMN. INDICATES TOP OF CONCRETE PIER/PILASTER ELEVATION. INDICATES TOP OF CONCRETE SLAB ELEVATION. INDICATES TOP OF CONCRETE WALL ELEVATION. INDICATES TOP OF FOOTING ELEVATION. HX ONLY IF NOT SCHEDULED) X AB ANCHOR BOLT ABV ABOVE ARCH'L ARCHITECTURAL BLW BELOW BTWN BETWEEN BD BOARD BLKG BLOCKING BTM BOTTOM BN BOUNDARY NAILING CANT CANTILEVER CMU CONCRETE MASONRY UNITS CL CENTERLINE COL COLUMN CONC CONCRETE CP CONCRETE PIER CONN CONNECTION DJ DECK JOIST DP DEEP DBL DOUBLE EN EDGE NAILING EA EACH EW EACH WAY ELEV ELEVATION EXISTING FLR FLOOR FJ FLOOR JOIST FND FOUNDATION FTG FOOTING FW FOUNDATION WALL GC GENERAL CONTRACTOR GA GAUGE GN GENERAL NOTES GT GIRDER TRUSS GL GLU-LAM GYP GYPSUM HAS HEADED ANCHOR STUD HAB HEADED ANCHOR BOLT HORIZ HORIZONTAL KB KNEE BRACE MFR MANUFACTURER MECH'L MECHANICAL NTS NOT TO SCALE NEW OC ON CENTER OSB ORIENTED STRAND BOARD OPN'G OPENING OPP OPPOSITE PLCS PLACES PL PLATE PLYWOOD PT PRESSURE TREATED RAD RADIUS REF REFERENCE REQ'D REQUIRED RR ROOF RAFTER SHTG SHEATHING SIM SIMILAR STD STANDARD STRUCT'L STRUCTURAL SUBFLR SUBFLOOR SW SHEARWALL TBE TRUSS BEARING ELEVATION TO TOP OF TOB TOP OF BEAM ELEVATION TOF TOP OF FOOTING ELEVATION TOP TOP OF PIER ELEVATION TOS TOP OF SLAB ELEVATION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VERT VERTICAL WWF WELDED WIRE FABRIC ABBREVIATION LIST REVISIONS 9/10/2025 9:05:19 AM STRUCTURAL GENERAL NOTES S002 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I iii. NAILS IN CONTACT WITH FIRE-RETARDANT TREATED WOOD SHALL HAVE G185 COATING B. LAG BOLTS AND THRU-BOLTS: ASTM A307 i. THRU-BOLT HOLES SHALL BE 1/16” LARGER THAN BOLT DIAMETER UNO. PROVIDE STANDARD CUT WASHER UNDER ALL HEAD AND NUTS FOR BOLTS BEARING ON WOOD. ii. INSTALL LAG BOLTS IN DRILLED PILOT HOLES EQUAL TO 3/4 TIMES THE BOLT SHANK DIAMETER. DO NOT HAMMER OR OVER-DRIVE BOLTS. PROVIDE STANDARD CUT WASHER UNDER ALL LAG BOLT HEADS BEARING ON WOOD. C. WOOD SCREWS: i. WOOD SCREWS SHALL BE PROVIDED AS INDICATED ON THE STRUCTURAL DETAILS. PROVIDE MINIMUM 3” EMBEDMENT INTO THE MAIN MEMBER UNLESS NOTED OTHERWISE. THE FOLLOWING SCREWS/ MANUFACTURERS ARE ACCEPTABLE FOR USE WHERE NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS: a. PARTIALLY THREADED SCREWS WITH WASHER HEADS: ASSY SK 4.0 — MTC SOLUTIONS (ii) TBS — ROTHOBLAAS (iii) SDWS — SIMPSON STRONG-TIE b. PARTIALLY THREADED SCREWS WITH HEADS: ASSY KOMBI 4.0 — MTC SOLUTIONS (STEEL SIDE PLATE ACCEPTABLE) (ii) HBS PLATE — ROTHOBLAAS (STEEL SIDE PLATE ACCEPTABLE) (iii) SDS — SIMPSON STRONG-TIE (STEEL SIDE PLATE ACCEPTABLE) (iv) SDWH — SIMPSON STRONG-TIE (WOOD SIDE PLATE ONLY) c. PARTIALLY THREADED SCREWS WITH COUNTERSUNK HEADS: ASSY ECOFAST 4.0 — MTC SOLUTIONS (ii) HBS — ROTHOBLAAS (iii) SDWV — SIMPSON STRONG-TIE d. FULLY THREADED COUNTERSUNK HEADS: ASSY VG CSK — MTC SOLUTIONS (ii) VGS — ROTHOBLAAS (iii) SDCF — SIMPSON STRONG-TIE e. FULLY THREADED CYLINDRICAL HEADS: ASSY VG CYL — MTC SOLUTIONS (ii) VGZ — ROTHOBLAAS (iii) SDWC — SIMPSON STRONG-TIE ii. REQUESTS FOR SCREW SUBSTITUTIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD WITH PRODUCT EVALUATION REPORTS (ICC-ESR) FOR REVIEW AND APPROVAL. iii. INSTALL ALL SCREWS WITH TORQUE SETTINGS PER THE MANUFACTURER’S REQUIREMENTS. iv. SCREWS SHALL BE INSTALLED IN SINGLE DRIVE AND SHALL NOT BE BACKED OUT AND RE-DRIVEN. v. TRADITIONAL LAG SCREWS OR OTHER SPECIALTY/PROPRIETARY SCREWS ARE NOT ACCEPTABLE SUBSTITUTIONS FOR THE ABOVE LISTED SCREWS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. vi. PREDRILLING: a. STEEL SIDE MEMBERS: PREDRILL HOLES WITH DIAMATER NOT EXCEEDING 0.04” GREATER THAN THE DIAMETER OF THE SCREW. b. WOOD SIDE MEMBERS: AS RECOMMENDED BY THE SCREW MANUFACTURER D. FRAMING ANCHORS AND CONNECTORS: SIMPSON STRONG-TIE, ICC-ES ESR 2523, OR APPROVED EQUAL E. SPECIALTY PRODUCTS: i. PROPRIETARY FASTENING AND CONNECTION SYSTEMS, INCLUDING BUT NOT LIMITED TO, MTC SOLUTIONS, ROTHOBLAAS, SIMPSON STRONG-TIE, PITZL, KNAPP, AND SHERPA (AS SPECIFIED ON THE DRAWINGS). F. METAL CONNECTORS AND FASTENERS IN TREATED LUMBER: i. ALL METAL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL, BATCH/POST HOT-DIP GALVANIZED PER ASTM A123 OR A153, OR PROPRIETARY EQUIVALENTS. ii. ALL METAL CONNECTORS AND FASTENERS EXPOSED TO MARINE CONDITIONS SHALL BE GRADE 304 STAINLESS STEEL. iii. FASTENERS ARE TO MATCH THE FINISH AND MATERIAL OF THEIR CONNECTORS TO AVOID CORROSION. 5. WOOD SHRINKAGE AND EXPANSION: A. WOOD MATERIALS WILL EXPAND OR CONTRACT BASED CHANGES OF MOISTURE CONTENT. THE CONTRACTOR IS RESPONSIBLE FOR MITIGATING AND MANAGING THE EFFECTS OF CHANGES IN MOISTURE IN ALL WOOD MATERIAL ON THE JOB SITE AND FOR THE ENTIRE DURATION OF CONSTRUCTION. B. ALL WOOD MEMBERS SHALL BE PROTECTED FROM WEATHER DURING TRANSPORT, STORAGE, AND ERECTION. C. FOR WOOD FRAMED BUILDINGS MORE THAN TWO-STORIES IN HEIGHT, ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS THAT ARE INSTALLED CONTINUOUSLY BETWEEN LEVELS SHALL BE INSTALLED OR DESIGNED TO ACCOMMODATE SHRINKAGE IN THE WOOD FRAMING. i. PROVIDE OVERSIZED SLOTTED HOLES IN THE WOOD FRAMING OR FLEXIBLE, SHRINKAGE COMPENSATING DEVICES IN THE PIPING SYSTEMS AS REQUIRED. D. REFERENCE ARCHITECTURAL DRAWINGS FOR DETAILS AND SPECIFICATIONS FOR PREVENTING DAMAGE OF WOOD MATERIAL DUE TO MOISTURE. 6. CUTTING, BORING, AND NOTCHING OF WOOD MEMBERS: A. STUDS: i. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. ii. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. B. JOISTS AND RAFTERS: i. NOTCHES AT THE ENDS OF JOISTS AND RAFTERS SHALL NOT EXCEED ONE FOURTH DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS OR RAFTERS SHALL NOT EXCEED ONE SIXTH DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE SPAN, EXCEPT THAT A NOTCH NOT EXCEEDING ONE THIRD OF THE DEPTH IS PERMITTED IN THE TOP OF A RAFTER OR CEILING JOIST NOT FURTHER FROM THE FACE OF THE SUPPORT THAN THE DEPTH OF THE MEMBER. ii. HOLES BORED IN JOISTS OR RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP AND BOTTOM AND THEIR DIAMETER SHALL NOT EXCEED ONE THIRD DEPTH OF THE MEMBER. C. BEAMS: i. NOTCHES ARE NOT PERMITTED UNLESS APPROVED OR DETAILED BY THE ENGINEER, SUBJECT TO THE FOLLOWING LIMITATIONS. NOTCHES IN SAWN LUMBER BENDING MEMBERS SHALL NOT EXCEED ONE SIXTH THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. WHERE MEMBERS ARE NOTCHED AT THE ENDS, THE NOTCH DEPTH SHALL NOT EXCEED ONE FOURTH THE BEAM DEPTH. THE TENSION SIDE OF SAWN LUMBER BENDING MEMBERS OF 4 INCHES IN NOMINAL THICKNESS SHALL NOT BE NOTCHED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. ii. HOLES FOR PIPES, ETC. SHALL NOT BE BORED IN SAWN LUMBER BENDING MEMBERS OF 4 INCHES OR GREATER WITHOUT SPECIFIC DETAILS FROM THE ENGINEER. D. ENGINEERED LUMBER AND PREFABRICATED WOOD I-JOISTS: CONFORM TO MANUFACTURER’S RESTRICTIONS FOR CUTTING, BORING, AND NOTCHING. 7. GENERAL: A. ALL EXTERIOR WOOD SHALL BE TREATED, PAINTED, OR STAINED. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNER DURING THE LIFETIME OF THE STRUCTURE. FOLLOW THE MANUFACTURER’S RECOMMENDATIONS FOR EXTERIOR APPLICATIONS. VII. STRUCTURAL INSULATED PANELS 1. THE PANEL SUPPLIER SHALL PROVIDE SHOP DRAWINGS AND DESIGN CALCULATIONS PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. THE SHOP DRAWINGS SHALL INCLUDE PANEL DIMENSIONS AND CONFIGURATIONS AND DETAILS OF PANEL CONNECTIONS. THE CONNECTIONS SHALL BE COORDINATED WITH SPECIFIC DETAILS SHOWN ON THESE DRAWINGS. 2. THE PANEL SUPPLIER SHALL DESIGN THE WALL PANELS FOR THE FOLLOWING DEMANDS, THE MAGNITUDES OF WHICH ARE SHOWN ON THE DRAWINGS: A. GRAVITY LOADS: THE SUPPLIER SHALL DEMONSTRATE THAT THE PROVIDED WALL PANELS AND HEADERS ABOVE OPENINGS HAVE ADEQUATE CAPACITY TO RESIST THE GRAVITY LOADS INDICATED. THE GRAVITY LOADS SHALL BE COMBINED WITH THE OUT-OF-PLANE WIND LOADS, IF APPLICABLE, AS DIRECTED BY THE BUILDING CODE. B. OUT-OF-PLANE WIND LOADS: THE SUPPLIER SHALL DEMONSTRATE THAT THE PROVIDED WALL PANELS HAVE ADEQUATE CAPACITY TO RESIST THE WIND LOADS INDICATED. C. IN-PLANE SEISMIC OR WIND LOADS: THE SUPPLIER SHALL DEMONSTRATE THAT THE WALL PANELS HAVE ADEQUATE SHEAR AND OVERTURNING CAPACITY TO RESIST THE SEISMIC OR WIND LOADS INDICATED. THE SUPPLIER IS RESPONSIBLE FOR DESIGNING AND PROVIDING HOLD-DOWN HARDWARE AT THE CONNECTION OF THE PANELS TO THE FLOORS AND TO THE FOUNDATION, IF REQUIRED TO RESIST OVERTURNING. VIII. DEFERRED SUBMITTALS 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED FOR THE FOLLOWING DEFERRED DESIGN ITEMS. UPON REVIEW AND ACCEPTANCE OF THE SUBMITTAL, THE ENGINEER AND ARCHITECT WILL FORWARD THE DOCUMENTS TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. A. PRE-ENGINEERED METAL STAIRS B. STRUCTURAL INSULATED PANELS C. ANCHORAGE OF MECHANICAL, ELECTRICAL, PLUMBING, OR MISCELLANEOUS EQUIPMENT WEIGHING MORE THAN 400 POUNDS ---PAGE BREAK--- SEE PLAN TOCW SEE PLAN TOSH SEE PLAN TOSH WOOD SHEATHING SHEAR WALL SCHEDULE WALL TYPE SHEATHING TYPE & THICKNESS LOCATION BLOCKING (ALL JOINTS) BLOCKING MIN SIZE MIN STUD SIZE PANEL FASTENING END WALL POST SILL PLATE ANCHORAGE REMARKS PLYWOOD/OSB 15/32" PLYWOOD STRUCTURAL I 15/32" 1- SIDE 1- SIDE 1- SIDE YES YES YES 2X4 3X4 3X4 2X 3X OR 2- 2X 0.131"Ø @ 6" 0.131"Ø @ 3" 0.131"Ø @ 3" 2- 2X MATCHING WALL WIDTH 4X MATCHING WALL WIDTH 4X MATCHING WALL WIDTH 5/8"Ø ANC ROD @ 48" 5/8"Ø ANC ROD @ 16" 5/8"Ø ANC ROD @ 10" N/A N/A FTAO - REF 0.131"Ø @ 12" 0.131"Ø @ 12" 0.131"Ø @ 12" PANEL EDGE INTERMEDIATE (FIELD) NOTES: 1. ALL EXTERIOR WALLS SHALL BE SHEATHED W/ 15/32" SHEATHING, BLOCKED AT JOINTS, 0.131"Ø @ 6" AT ALL PANEL EDGES & 12" AT INTERMEDIATE SUPPORTS, UNLESS INDICATED OTHERWISE. 2. NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING AND SHALL HAVE 3/8" MIN EDGE DISTANCE. 3. SEE PLANS FOR SHEAR WALL MARK LOCATIONS AND LIMITS. 4. INSTALL WALL PANEL WOOD SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL END PANEL JOINTS 32", MINIMUM. FASTEN PANELS TO SUPPORTING FRAMING AND BLOCKING IN ACCORDANCE WITH SHEAR WALL SCHEDULE AND DETAILS FOR CRITICAL NAILING. 5. NO PANELS LESS THAN 12 INCHES WIDE SHALL BE USED. 6. WHERE BOTH FACES ARE SCHEDULE TO BE SHEATHED, STAGGER VERTICAL PANEL EDGES BY AT LEAST ONE STUD SPACE. 7. IF MULTI-STORY SHEAR WALLS ARE SPECIFIED, PROVIDE SOLID BLOCKING BELOW END POSTS AND ALL BEARING STUDS. 8. ALL SILL PLATES REQUIRE PLATE WASHER 3"X3"X1/4" AT ANCHOR BOLTS. HOLDOWN SCHEDULE TYPE MARK HDU2-SDS2.5 MINIMUM EMBEDMENT DEPTH FOR INSTALLED ANCHORS 12 5/8" AT INTERIOR WALL, 1 3/4" MIN FROM EDGE ANCHOR DIA REQD 5/8"Ø REMARKS MINIMUM THICKENED SLAB REQUIRED AT INTERIOR HOLDOWN LOCATIONS UNO SW-A SW-B SW-C A 2'-0"X2'-0"X1'-9" W/ 3- #5 EA WAY SIMPSON SSTB16 ANCHOR ROD W/ CONC REINF PER MFR NOTES: 1. EXPANSION ANCHORS ARE NOT ACCEPTABLE FOR USE AT HOLDOWNS AT CONCRETE INTERFACES. 2. WHERE ADHESIVE ANCHORS ARE SPECIFIED CONFIRM THAT REINFORCING STEEL DOES NOT CONFLICT W/ DRILLING HOLDOWN ANCHOR. 3. SEE PLAN FOR HOLDOWN LOCATIONS. 4. POST INSTALLED ANCHORS ARE NOT PERMITTED AT CONCRETE EXTERIOR WALL OR INTERIOR WALLS WITH 12" WIDE STEM WALL OR LESS IN WIDTH. ANCHORS SHALL BE CAST-IN-PLACE ONLY. RIM JOIST ATTACHMENT AT TOP OF DOUBLE TOP PLATE FOR SHEAR WALL INDICATED 0.148"Ø @ 6" 0.148"Ø @ 3" 2 ROWS 0.148"Ø @ 4" SOLE PLATE ATTACHMENT SIMPSON A35 @ 24" SIMPSON A35 @ 12" SIMPSON A35 @ 12" END WALL POST, SEE SCHED HOLDOWN, SEE SCHED 1 1/4"XCONT MFD RIM BOARD RIM JOIST ATTACHMENT, SEE SHEAR WALL SCHED FLOOR SHEATHING, SEE PLAN FLOOR JOIST, SEE PLAN 2E NTS SOLID BLOCKING BELOW HOLDOWN BETWEEN FLOOR JOISTS 2D NTS NAILS PER HOLDOWN SCHED NAILS PER HOLDOWN SCHED STRAP HOLDOWN NAILED ON OUTSIDE OF WALL SHEATHING, CENTER OVER FLOOR CAVITY END WALL POST, SEE SCHED SOLID BLOCKING TO ALIGN W/ STRAP HOLDOWN FLOOR SHEAHTING, SEE PLAN FLOOR JOIST, SEE PLAN 1 1/4" CONT MFD RIM BOARD END WALL POST, SEE SCHED INSTALL BLOCKING FLATWISE AT SIM AT WOOD FRAMED WALLS WOOD STUD OR BLOCKING, SEE PLAN SHEATHING JOINT & FRAMING MEMBER CL 2C NTS 3/4" SHEAR WALL SHEATHING MUST BE CONTINUOUS UNINTERRUPTED TO OUTER FACE OF END POST SHEATHING JOINT 2X4 FLAT-WISE BLOCKING AT WOOD SHEAR WALLS SHEAR WALL END POST STAGGER NAILING 2B NTS 2A S004 NTS HOLDOWN POST SHEAR WALL, SHEATHING MUST BE CONTINUOUS/ UNINTERRUPTED AND ATTACHED TO POST PER SHEAR WALL SCHEDULE HOLDOWN, SEE SCHEDULE INSIDE FACE OF FDN WALL 3" ANC CL TENSION TIE 4" 4" 4" 24" 2- #4 TENSION TIES 2C SIM AS INDICATED ON PLANS EXTENT OF SHEAR WALL INTERMEDIATE NAILING TO FRAMING, SEE SCHEDULE BLOCK SOLID AT SHEATHING JOINTS SEE SHEAR WALL SCHEDULE FOR PANEL EDGE NAILING SEE PLAN FOR DETAIL WOOD POST, SEE SCHEDULE (ILLUSTRATION ABOVE INTENDED TO COVER BASIC FRAMING CRITERIA REQUIRED AT SHEAR WALLS - SEE PLANS AND DETAILS FOR SPECIFIC CONDITIONS.) GENERAL SHEAR WALL ELEVATION HOLDOWN, SEE SHEAR WALL PLAN MST STRAP, SEE SHEAR WALL PLAN 2C 2D 2A DOUBLE TOP PLATE, SEE DBL TOP PLATE SPLICE SCHED GALV EDGE NAIL WHERE IN CONTACT WITH TREATED WOOD 2B PT SILL PLATE CONCRETE FOUNDATION WALL, SEE PLAN ANCHOR ROD W/ PLATE WASHERS, SEE SCHEDULE FOR SIZE AND SPACING NTS 2E SHEATHED PREFAB GABLE TRUSS S004 S004 S004 S004 S004 S004 S004 S004 S004 S004 2X DBL TOP PLATE, SEE DBL TOP PLATE SPLICE SCHED 2X DBL TOP PLATE, SEE DBL TOP PLATE SPLICE SCHED HDU5-SDS2.5 5/8"Ø B 5'-0"X5'-0"X1'-9" W/ 5- #5 EA WAY, TOP & BOT SIMPSON SB5/8x24 ANCHOR ROD W/ CONC REINF PER MFR 18" AT INTERIOR WALL, 3" MIN FROM EDGE PLYWOOD STRUCTURAL I 15/32" 3X OR 2- 2X 1/S301 HDU4-SDS2.5 5/8"Ø B 2'-0"X2'-0"X1'-9" W/ 3- #5 EA WAY SIMPSON PAB7 ANCHOR ROD W/ CONC REINF PER MFR 12 5/8" AT INTERIOR WALL, 1 3/4" MIN FROM EDGE X SEE ARCH ROUGH OPENING, KING STUDS, SEE HEADER SCHED TYP HEADER W/ 6- 0.148"Ø NAILS INTO EA END, SEE HEADER SCHED TRIMMER STUDS, SEE HEADER SCHED CRIPPLE STUDS AT TYP STUD LAYOUT SIMPSON LS50 TOP & BOT OF HEADER WHERE HEADER SPAN EXCEEDS 6'-0" DOUBLE SILL PLATE AT OPENING SIMPSON LS50 TOP & BOT OF KING STUD WHERE HEADER SPAN EXCEEDS 6'-0" DOUBLE HEADER PLATE AT OPENING 2X DOUBLE TOP PLATE, SEE TOP PLATE SPLICE SCHED 4- 0.148"Ø NAILS TYP, KING TO TRIMMER 0.148"Ø NAIL @ 12" EA SIDE, TYP NOTES: 1. SEE STRUCTURAL PLAN NOTATION & PLAN LEVEL WHERE STUDS BEGIN FOR NUMBER OF STUDS REQUIRED WHICH VARY FROM SCHEDULE ABOVE. 2. ALL HEADERS SHALL BE 'H1', UNO. MARK SPLICE REMARK DBL TOP PLATE SPLICE SCHEDULE 1 ROW (12) - 0.162"Ø OVER 4'-0" MIN LAP SEE CASE 1 SEE CASE 2 MST60 STRAP EA SIDE W/ 60- 0.148"Ø & 4X TOP PLATE TOP PLATE LAP LENGTH & NAILING SEE SCHEDULE CASE 1 - NAILED SPLICE ALIGN CL STRAP OVER SPLICE STRAP SEE SCHEDULE CASE 2 - STRAPPED SPLICE 2X TOP PLATE 2X PLATE TOP PLATE SEE SCHEDULE 2X PLATE W/ 0.135"Ø @ 12" . . 1 2 0.135"Ø @ 12" BEYOND LAP LENGTH NOTE: USE TOP PLATE SPLICE UNLESS OTHERWISE NOTED PER PLAN 1 REVISIONS 9/10/2025 9:05:19 AM STRUCTURAL SCHEDULES S003 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I HEADER SCHEDULE MARK HEADER SIZE NUMBER OF TRIMMER STUDS REQD [UNLESS NOTED OTHERWISE ON PLAN SHEETS] # OF KING STUDS REQD (SILL PLATE TO DBL TOP PLATE) H1 4x6 2X 2X - EXT WALLS 2X - INT WALLS H2 4x8 2X 2X - EXT WALLS 2X - INT WALLS H3 4x10 2X 2X - EXT WALLS 2X - INT WALLS H4 5 1/2"X9" GLB 2X 2X - EXT WALLS 2X - INT WALLS H5 5 1/2"X13.5" GLB 2X 2X - EXT WALLS 2X - INT WALLS H6 5 1/2"X15" GLB 2X 2X - EXT WALLS 2X - INT WALLS H7 5 1/2"X18" GLB 2X 2X - EXT WALLS 2X - INT WALLS ---PAGE BREAK--- WOOD STRUCTURAL PANEL DIAPHRAGM SCHEDULE MARK SHEATHING TYPE & THICKNESS SPAN RATING BLOCKING (ALL JOINTS) MIN BLOCKING SIZE NAILING PANEL EDGE SUPPORTS INTERMEDIATE SUPPORTS 0.148"Ø @ 6" 0.148"Ø @ 12" REMARKS 7/16" OSB SHEATHING 40/20, MIN YES 2" WIDTH NOTES: 1. LAY PANELS WITH LONG PANEL DIRECTION PERPENDICULAR TO SUPPORTS. STAGGER ALL END JOINTS AND PLACE AS INDICATED IN "CASE 1" AS SHOWN IN DIAGRAM, UNLESS NOTED OTHERWISE ON PLAN SHEETS. 2. NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING. 3. FASTENER ATTACHMENT SHALL MAINTAIN 3/8" MINIMUM EDGE DISTANCE. SEE JOINT NAILING DETAIL SHOWN ON WOOD SHEAR WALL SCHEDULE FOR RECOMMENDED JOINT NAILING INSTALLATION. 4. SEE PLANS FOR WOOD SHEATHING MARK LOCATIONS AND LIMITS. 5. STAGGER ALL END JOINTS 32" MINIMUM. 6. MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 7. SHEATHING GRADE REQUIREMENTS SHALL BE PER THE PROJECT SPECIFICATIONS. WD-1 0.148"Ø @ 4" 0.148"Ø @ 12" 40/20, MIN YES 2" WIDTH WD-2 0.148"Ø @ 6" REF SIP MFR N/A N/A WD-3 7/16" OSB SHEATHING 12" SIP ROOF PANEL N/A USE TYP WD-1 UNLESS NOTED OTHERWISE PER PLAN N/A REF SIP MFR SPECIFICATION FOR DIAPHRAM CAPACITY AND INSULATION REF SIP SHOP DRAWINGS FRAMING BLOCKING CONTINUOUS PANEL JOINTS DIAPHRAGM BOUNDARY LONG PANEL DIRECTION PERPENDICULAR TO SUPPORTS CASE 1 LOAD CASE 3 LOAD L1 2 X D1 D1 DEPTH JOIST L2 2 X L2 D2 6" 6" 6" 6" MINIMUM DISTANCE FROM TABLE B MINIMUM DISTANCE FROM TABLE A GROUPED HOLES ARE PERMITTED IF THE GROUP PERIMETER MEETS THE REQUIREMENTS FOR SQUARE OR ROUND HOLES 1 1/2"Ø HOLE MAY BE CUT ANYWHERE IN WEB OUTSIDE OF HATCHED ZONE 6" FOR RECTANGULAR HOLES, L2 IS THE LONGEST HORIZONTAL OR VERTICAL MEASUREMENT MINIMUM (APPLIES TO ALL HOLES EXCEPT KNOCKOUTS) MINIMUM (APPLIES TO ALL HOLES EXCEPT KNOCKOUTS) DO NOT CUT HOLES LARGER THAN 1 1/2" IN CANTILEVER DETAIL IS FOR GENERAL REFERENCE ONLY, VERIFY HOLE SIZE AND LOCATION WITH SELECTED JOIST MFR. JOIST DEPTH JOIST SERIES ROUND, SQUARE OR RECTANGULAR HOLE SIZE 8" 7" 6" 4" 10" 12" 14.75" 18" 6'-0" 4'-6" 3'-0" 1'-0" 10'-0" 11'-0" 13'-6" TABLE A - END SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT GENERAL NOTES 1. FOR OTHER HOLE SIZES, HOLE LOCATIONS, OR LOADS, USE REDSPECTM SOFTWARE OR CONTACT YOUR REDBUILTTM TECHNICAL REPRESENTATIVE. 2. HOLES MAY BE LOCATED VERTICALLY ANYWHERE IN THE WEB. LEAVE 1/8" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. DO NOT CUT JOIST FLANGES. 3. KNOCKOUTS ARE LOCATED IN WEB APPROXIMATELY 12" ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. 4. DO NOT CUT HOLES IN CANTILEVER WITHOUT CONSULTING YOUR REDBUILTTM REPRESENTATIVE. HOW TO USE TABLES A AND B 1. DETERMINE THE HOLE SHAPE AND SIZE. FOR RECTANGULAR HOLES, USE THE LARGEST DIMENSION OF THE RECTANGLE. SIZES GIVEN IN THE TABLE ARE HOLE SIZES, NOT DUCT SIZES. 2. DETERMINE THE TYPE OF SUPPORT ON EACH SIDE OF THE HOLE. IF THE RED-I JOIST IS CONTINUOUS OVER A SUPPORT, USE BOTH TABLES. USE TABLE A IF THE JOIST TERMINATES AT BOTH SUPPORTS. 3. FIND THE TABLE CELL AT THE INTERSECTION OF THE RED-I JOIST AND THE HOLE. 4. THE MEASUREMENT SHOWN IS THE MINIMUM DISTANCE FROM THE EDGE OF THE HOLE TO THE INSIDE FACE OF THE SUPPORT. 5. MAINTAIN THE MINIMUM REQUIRED DISTANCE FROM BOTH SUPPORTS. 6. IT IS PERMISSIBLE TO INTERPOLATE BETWEEN HOLE SIZES SHOWN IN THE TABLES. DO NOT CUT, DRILL, OR NOTCH FLANGES 8'-0" 6'-6" 5'-0" 2'-0" 11'-0" 12'-0" 14'-0" 8'-0" 6'-6" 5'-6" 3'-0" 10'-6" 11'-6" 13'-6" PRE-FABRICATED WOOD I-JOIST PENETRATION TABLE 560D 560 360 1 1/2" KNOCKOUTS AT APPROXIMATELY 12" ON-CENTER AVAILABLE IN MOST JOIST SERIES. JOISTS MAY BE ORIENTED WITH KNOCKOUTS AT TOP OR BOTTOM JOIST DEPTH JOIST SERIES ROUND, SQUARE OR RECTANGULAR HOLE SIZE 8" 7" 6" 4" 10" 12" 14.75" 18" 9'-0" 6'-6" 4'-0" 1'-0" 14'-6" 16'-6" 19'-0" 11'-6" 8'-6" 6'-0" 1'-0" 16'-6" 18'-0" 19'-6" 11'-6" 9'-6" 5'-6" 3'-0" 16'-0" 17'-0" 19'-0" 560D 560 360 ABBREVIATED FASTENING SCHEDULE (IBC TABLE 2304.10.1)(1) FASTENING SCHEDULE FASTENER NUMBER DESCRIPTION OF BUILDING ELEMENTS FASTENERS RAFTER OR ROOF TRUSS TO TOP PLATE 4- 0.131"ØX3" OR 3- 0.148"ØX3" TOENAILS STUD TO TOP OR BOTTOM PLATE 4- 0.131"ØX2 1/2" TOENAILS OR 3- 0.131"ØX3" END NAILS JOIST TO SILL OR TOP PLATE 3- 0.131"ØX2 1/2" TOENAILS 6. 16. 21. NOTES: 1. ALL OTHER ELEMENT FASTENING SHALL BE INSTALLED PER DETAILS IN CONTRACT DRAWINGS. 2. TOENAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30° WITH MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. APPROVED NAIL SIZES(1) NAIL SIZE PENNY WEIGHT 8d 10d 12d 0.131"ØX2 1/2" LONG 0.148"ØX3" LONG 0.148"ØX3 1/4" NOTES: 1. ALL NAILS SHALL BE COMMON SIZES UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS OR PER HARDWARE MFR. 2. ALL NAILS SHALL MEET ASTM F1667 SPECIFICATIONS. 16d 0.162"ØX3 1/2" 1 1/2" WIDE x 16GA STRAP ACROSS TOP PLATES (10)10d NAILS EACH SIDE DOUBLE TOP PLATE WALL STUD H d/4 d/3 40%d MAX TO EDGE 5/8" HOLE & NOTCH SIZE SCHEDULE MEMBER d/3 d/4 d/6 2x4 1 1/8" 7/8" 5/8" 2x6 1 3/4" 1 3/8" 7/8" 2x8 2 5/8" 1 3/4" 1 1/8" DO NOT LOCATE HOLE @ NOTCH LOCATION DBL TOP PLATE 3 1/2" • DBL STUD IF HOLE IS BETWEEN 40% AND 60% OF d. NO MORE THAN 2 SUCCESSIVE STUDS • REFERENCE IRC SECTION 602 FOR LIMITATIONS AND ADDITIONAL REQUIREMENTS FOR NON-BEARING STUD WALLS • HOLES OR NOTCHES ARE NOT ALLOWED IN BEAMS, HEADERS, RAFTERS OR JOISTS UNLESS APPROVED BY THE ENGINEER. H/3 H/3 H/3 NO HOLES OR NOTCHES ALLOWED DBL TOP PL SIMPSON ST6224 WOOD BEAM WOOD COL SEE PLAN 2x6 MIN SIMPSON ACE6 MAX EACH SIDE SIMPSON ACE6 MIN EACH SIDE DBL TOP PL WOOD COL 2x6 MIN SIMPSON CCQ COL CAP TO MATCH POST AND BEAM SIZE TYP WOOD BEAM 1/2" CLR SIMPSON ECCQ COL CAP TO MATCH POST AND BEAM SIZE TYP MIN 6" WOOD BEAM BUILT UP POST SEE PLAN FOR SIZE 16d NAILS @ 8" OC EACH SIDE BEAM SEE PLAN FOR SIZE SIMPSON MST60 STRAP CENTER ON BEAM REVISIONS 9/10/2025 9:05:20 AM STRUCTURAL SCHEDULES S004 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I S004 1 1/2" = 1'-0" 1 NOTCHING & HOLE LIMITATIONS S004 3/4" = 1'-0" 2 SUPPORT AT OPENINGS S004 3/4" = 1'-0" 3 TYPICAL CUT DOUBLE TOP PLATE ---PAGE BREAK--- DN T T T T T T XXX'-X" TOCP XXX'-X" TOCS XXX'-X" TOCW XXX'-X" TOF B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 S302 1 A A A A A 4" CONC SLAB ON GRADE W/ #4 BARS @ 18" OC EACH WAY SEE DETAIL CNTJ @ 8-10 FT OC SEE DETAIL 4/S201 TOCS ELEVATION = CONTRACTOR TO PROVIDE CNTJ PLAN SUBMITTAL 5/S201 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 5'-11" 6'-1" 12'-0" 12'-0" 14'-0" 12'-0" 12'-0" 12'-0" 14'-0" B B B B B B B B B B B B B B B B B B B B B B F F F F F F F F F F F F F F F F E D D D D E E F E 6x6 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 6x8 6x8 6x6 6x6 2x6 2x6 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 6x6 6x6 6x6 HSS4X4X1/4 6x6 6x6 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 HSS4X6X1/4 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 6x6 6x6 A A A 100'-0" 6x8 A C HSS4X4X1/4 HSS4X4X1/4 C C B HSS4X6X1/4 B B B A A 4 S202 TYP AT EXT FTG 3 S202 TYP AT STEEL COL 4 S202 TYP AT INT FTG 4 S202 TYP AT INT FTG 5 S202 TYP AT OPENINGS 4 S202 TYP AT EXT FTG 2 S202 TYP AT PIER 3 S202 TYP AT STEEL COL 4 S202 2 S202 TYP AT PIER A TYP AT EXT FTG D 7 S202 6x6 S201 1 TYP @ FND WALL CORNER 2x6 5 S202 TOCW TOCW 100'-0"TYP TOF TOF 98'-0"TYP 2x6 6x6 TOF TOF 98'-0"TYP TOCP TOCP 100'-0"TYP 2x6 TOCW TOCW 100'-0"TYP TOF TOF 98'-0"TYP 5 S202 6x6 ISOLATION JOINT AT HSS COL TYP REF DTL 9/S201 A TOF TOF 98'-0"TYP TOCW TOCW 100'-0"TYP CUSTOM POST BASE REF DETAIL 8/S202 A 2x6 F 7 S202 6 S202 2x6 TOCW TOCW 100'-0"TYP TOF TOF 98'-0"TYP B B C A 1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL OR AT CL OF COLUMN. 2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 48" ABOVE FLOOR/SLAB LEVEL. 3. COORDINATE FOUNDATION WALL PENETRATION SIZE AND LOCATIONS WITH OTHER TRADE(S). 4. COORDINATE ALL REQUIRED SLEEVES FOR WATER, SEWER, STORM, ELECTRICAL, CABLE, AND IRRIGATION. 5. SEE FOR UNDER FOOTING PIPE OR CONDUIT PASSAGE. 6. SEE ELECTRICAL, MECHANICAL AND PLUMBING FOR LOCATION AND SIZE OF EQUIPMENT PADS. 7. VERIFY ELEVATOR PIT PLAN SIZE AND DEPTH WITH SELECTED EQUIPMENT MANUFACTURER INSTALLATION DRAWINGS BEFORE CONCRETE PLACEMENT. 8. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR PERIMETER FOUNDATION DRAIN. 9. BLOCK OUT TOP OF FOUNDATION WALL AT ALL EXTERIOR DOORWAYS FOR SLAB POUR IN ACCORDANCE WITH DETAIL . COORDINATE LOCATION OF DOORWAYS WITH ARCHITECTURAL PLANS. 10. REFERENCE ARCHITECTURAL/PLUMBING PLANS FOR FLOOR DRAIN LOCATIONS AND SLOPED SLAB LIMITS. 11. TOP OF INTERIOR CONCRETE FOOTING ELEVATION = 100'-0", UNO. 12. UNDER SLAB VAPOR RETARDER: A. IF SLAB SUBGRADE PROTECTED FROM WEATHER, LOCATE VAPOR RETARDER UNDER DRAINAGE COURSE - PREFERRED. B. IF SLAB SUBGRADE IS NOT PROTECTED FROM WEATHER, LOCATE VAPOR RETARDER ON TOP OF DRAINAGE COURSE (DIRECTLY BENEATH SLAB), AND SUBSEQUENT PRE- CONSTRUCTION MEETING SHOULD TAKE PLACE TO DISCUSS LIKELY SLAB CURLING ISSUE. FOUNDATION PLAN NOTES 2/S201 5/S202 INDICATES FOOTING TYPE, SEE SCHEDULE ON SHEET S101 INDICATES STRUCTURAL WOOD COLUMN. INDICATES WOOD STRUCTURAL BRG WALL INDICATES DECKING SPAN DIRECTION. INDICATES DOWN SLOPING DIRECTION. X WX STRUCTURAL PLAN NOTATION HSS?X?X?? INDICATES HOLLOW STRUCTURAL SECTION-STEEL COLUMN. INDICATES TOP OF CONCRETE PIER/PILASTER ELEVATION. INDICATES TOP OF CONCRETE SLAB ELEVATION. INDICATES TOP OF CONCRETE WALL ELEVATION. INDICATES TOP OF FOOTING ELEVATION. INDICATES SHEAR WALL, SEE SCHEDULE ON SHEET S003 . SW-X INDICATES HOLD-DOWN CONNECTION LOCATION. INDICATES HOLD-DOWN TYPE REQD. SEE SCHEDULE SHEET S003 . X INDICATES BLOCKOUT IN CONC WALL, SEE DETAIL 5/S202 CONC REINFORCING LAP SCHEDULE REBAR SIZE VERT & HORIZ (ld) HORIZ TOP BAR (ld) STANDARD HOOK (ldh) #4 2'-0" 2'-7" 0'-9" #6 2'-11" 3'-10" 1'-2" #8 4'-11" 6'-4" 1'-6" #9 5'-6" 7'-2" 1'-9" #10 6'-2" 8'-0" 1'-11" #3 1'-6" 1'-11" 0'-7" #5 2'-6" 3'-2" 1'-0" #7 4'-3" 5'-7" 1'-4" CONCRETE REINFORCING NOTES: 1. CONCRETE SPLICE ARE CLASS SPLICES BASED ON F'C=4,500 OSI AND GRADE 60 REINFORCEMENT WITH CLEAR COVER OF AT LEAST ONE BAR DIAMETER AND BAR SPACING OF AT LEAST TWO BAR DIAMETERS. USE CLASS SPLICES UNLESS NOTED OTHERWISE. 2. HORIZ TOP BAR SPLICE ARE USED WHEN MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 3. HORIZ TOP BAR SPLICE MAY BE USED AT ALL LOCATIONS IN CONCRETE AT THE CONTRACTORS DISCRETION. 4. HOOKED BAR TAIL LENGTH: Lhk= 16 BAR DIAMETERS Lhk= 17 BAR DIAMETERS REVISIONS 9/10/2025 9:05:21 AM FOUNDATION PLAN S101 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 1/8" = 1'-0" S101 1 FOUNDATION PLAN FOOTING SCHEDULE MARK TYPE REINFORCING A 2'-0" X 1'-0" DEEP STRIP FTG OR THICKENED SLAB FTG #4 CONT BARS B 2'-6" SQ X 1'-0" THICK PAD FTG #4 BARS EACH WAY D 3'-6" SQ X 1'-0" THICK PAD FTG #4 BARS EACH WAY E 4'-0" SQ X 1'-0" THICK PAD FTG #5 BARS EACH WAY F 4'-6" SQ X 1'-0" THICK PAD FTG #5 BARS EACH WAY ---PAGE BREAK--- WD-3 WD-3 DW-4 DW-4 DW-1 MD-X B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 WD-1 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 6X12 6X12 6X12 6X12 6X12 6X12 5 1/2"X12" GLB 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 6X12 S302 1 @ 2x12 1'-4" 5 1/2"X12" GLB (2-SPAN) 6x6 POST DOWN LOW TO BEAM W/ OSB SPLINES TYP AT TIMBER TRUSSES W/ OSB SPLINES TYP AT TIMBER TRUSSES @ 2x12 1'-4" H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 6X10 H1 H4 H3 H5 H5 H5 H3 H4 H4 H4 6 3/4"X27" GLB H1 6 3/4"X30" GLB 1 3/4"X18" LVL 1 3/4x18 LVL @ 18" TJI 360 1'-4" @ 18" TJI 360 1'-4" 5 1/2"X21" GLB (2-SPAN) 2 S211 4 S211 SIMPSON MST60 STRAP TO TOP PLATE EA SIDE OF WALL @ 16" TJI 210 1'-4" GL BEAM REF S103 GL BEAM REF S103 GL BEAM REF S103 W/ 2x TRIMMER EACH SIDE 5 1/2"X15" GLB 6X6 POST FROM HIP BEAM TO LOW BEAM 1 S211 2 S211 8 S212 HUC610 HANGER HEADER TO POST 10 S212 3 S211 11 S212 6X6 POST FROM GL BEAM TO HDR BELOW H1 5 S211 4 S212 12 S212 5 S212 13 S212 14 S212 5 S212 5 1/2"X21" GLB 12 S212 1 S213 16 S212 5 1/2"X12" GLB 15 S212 9 S212 SW-B POCKET HIP BM IN WALL REF DETAIL POCKET HIP BM IN WALL REF DETAIL POCKET PORCH BM REF DETAIL POCKET PORCH BM REF DETAIL 6 S211 POCKET BM TYP REF DETAIL SIMPSON ECCQ COLUMN CAPS TO MATCH POST AND BEAM SIZE 1 3/4"X18" LVL 1 3/4"X18" LVL 1 3/4"x18" LVL BA HANGER TO MATCH BEAM SIZE TYP 9 S212 TYP @ NON BRG WALL SIMPSON CCO COLUMN CAP TO MATCH BEAM SIZE WELDED TO HSS POST BELOW BA HANGER TO MATCH BEAM SIZE TYP OPENING FOR MECHANICAL REF SHEET M100 S213 5 SIMPSON MST60 STRAPS AT DISCONTINUED TOP PLATE, REF SIM DETAIL 2/S301 6 S213 H1 ABOVE STOREFRONT DOOR 6x12 @ PORCH ROOF EAVE HEIGHT POCKET PORCH BM REF DETAIL 8 S213 7 S213 2 S301 SIMPSON MST60 STRAPS 6X10 6X10 H1 3/S004 3/S004 3/S004 3/S004 2X12 3/S004 10 S213 5 1/2"X10 1/2" GLB 6X6 POST FROM GL BEAM TO HDR BELOW H1 7 S211 SIMPSON CCO COLUMN CAP TO MATCH BEAM SIZE WELDED TO HSS POST BELOW SIMPSON ECCQ COLUMN CAPS TO MATCH POST AND BEAM SIZE SIMPSON MST60 STRAPS REF DTL SIM 2/S301 3/S004 1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL OR AT CL OF COLUMN. 2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 48" ABOVE FLOOR/ROOF LEVEL. 3. BEAMS ARE EQUALLY SPACED BETWEEN COLUMNS UNLESS DIMENSIONED. 4. SEE STRUCTURAL GENERAL NOTES SECTION FOR DESIGN LOADS REQUIRED. 5. REFERENCE OTHER DISCIPLINES INDICATING SUSPENDED EQUIPMENT FOR SPECIFIC PLAN LOCATION, LOADING AND CONNECTION DETAILS TO PRIMARY STRUCTURAL FRAMING. 6. SEE SHEET S005 SCHEDULE FOR DIAPHRAGM ATTACHMENT REQUIRED AND DECKING/SHEATHING PROPERTIES. FRAMING PLAN NOTES INDICATES STRUCTURAL WOOD COLUMN. INDICATES HEADER TYPE, SEE SCHEDULE ON SHEET S003 . INDICATES ELEVATION STEP. INDICATES WOOD STRUCTURAL BRG WALL INDICATES DECKING SPAN DIRECTION. INDICATES DECKING (SHEATHING) REQUIRED AND SPAN DIRECTION. SEE SCHEDULE ON SHEET . INDICATES OVERFRAMED ROOF EXTENTS. INDICATES DECKING PENETRATION. WX HX STRUCTURAL PLAN NOTATION HSS?X?X?? INDICATES HOLLOW STRUCTURAL SECTION-STEEL COLUMN. INDICATES JOIST TYPE, SEE SCHEUDLE ON SHEET S003 . X REVISIONS 9/10/2025 9:05:24 AM SECOND FLOOR FRAMING PLAN S102 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 1/8" = 1'-0" S102 1 SECOND FLOOR FRAMING PLAN ---PAGE BREAK--- WD-3 WD-3 DW-1 DW-1 MD-X 1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL OR AT CL OF COLUMN. 2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 48" ABOVE FLOOR/ROOF LEVEL. 3. BEAMS ARE EQUALLY SPACED BETWEEN COLUMNS UNLESS DIMENSIONED. 4. SEE STRUCTURAL GENERAL NOTES SECTION FOR DESIGN LOADS REQUIRED AND SCHEDULE ON SHEET FOR SNOW DRIFT LOADS REQUIRED. 5. REFERENCE OTHER DISCIPLINES INDICATING SUSPENDED EQUIPMENT FOR SPECIFIC PLAN LOCATION, LOADING AND CONNECTION DETAILS TO PRIMARY STRUCTURAL FRAMING. 6. SEE SHEET S005 SCHEDULE FOR DIAPHRAGM ATTACHMENT REQUIRED AND DECKING/SHEATHING PROPERTIES. ROOF FRAMING PLAN NOTES B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 LOWER ROOF REF - 1/S102 LOWER ROOF REF - 1/S102 LOWER ROOF REF - 1/S102 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 TRUSS REF 1/S302 S302 1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 1 3/4"x11 7/8" LVL TYP AT TIMBER TRUSSES TYP AT TIMBER TRUSSES 5 1/2"X18" GLB 5 1/2"X18" GLB 5 1/2"X18" GLB 5 1/2"X24" GLB 5 1/2"X24" GLB (TWO SPAN) H2 H6 W/ 2x KINGS EACH SIDE SIMPSON MSTC40 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MSTC40 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MSTC40 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MSTC40 STRAP TO WALL BELOW REF DETAIL 2D/S004 3 S213 HIGH 4 S212 HIGH 1 3/4"X11 7/8" LVL 1 3/4"X11 7/8" LVL S103 3 CUPOLA ROOF FRAMING S103 3 CUPOLA ROOF FRAMING @ 16" TJI 210 1'-4" 2 S213 LOW 14 S212 SIMPSON MST72 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MST72 STRAP TO WALL BELOW REF DETAIL 2D/S004 11 S212 9 S212 4 S213 @ 16" TJI 210 1'-4" 7 S212 H3 H3 SIMPSON MST72 STRAPTO WALL BELOW REF DETAIL 2D/S004 4 S212 HIGH SW-B LOWER ROOF REF - 1/S102 H1 H1 H1 9 S212 SIMPSON CCO COLUMN CAP TO MATCH BEAM SIZE WELDED TO HSS POST BELOW TYP @ NON BRG WALL 10 S213 6 S212 2 S212 1 3/4"X11 7/8" LVL 1 3/4"X11 7/8" LVL 1 3/4"x11 7/8" LVL POCKET BEAM PER DTL TYP 3/S004 SIMPSON MST48 STRAP TO WALL BELOW REF DETAIL 2D/S004 6X6 POST FROM GL BEAM TO HEADER BELOW H1 SIMPSON MST48 STRAP TO WALL BELOW REF DETAIL 2D/S004 INDICATES HEADER TYPE, SEE SCHEDULE ON SHEET S003 INDICATES ELEVATION STEP. INDICATES WOOD STRUCTURAL BRG WALL INDICATES DECKING SPAN DIRECTION. INDICATES DECKING (SHEATHING) REQUIRED AND SPAN DIRECTION. SEE SCHEDULE ON SHEET . INDICATES LOAD BEARING MASONRY WALL, SEE SCHEDULE ON SHEET . INDICATES OVERFRAMED ROOF EXTENTS. INDICATES DECKING PENETRATION. WX X HX STRUCTURAL PLAN NOTATION INDICATES JOIST TYPE, SEE SCHEUDLE ON SHEET S003 X B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 13'-8" 61.3 PSF 8'-3" 37.5 PSF 8'-3" 37.5 PSF 13'-8" 61.3 PSF 48.6 PSF 10'-8" 27.9 PSF 6'-1" 6'-1" 6'-1" 6'-1" 27.9 PSF 27.9 PSF 27.9 PSF 27.9 PSF 6'-1" 6'-1" 6'-1" 6'-1" 27.9 PSF 27.9 PSF 27.9 PSF PITCH CHANGE RIDGE RIDGE 6:12 6:12 3:12 3:12 4:12 6:12 6:12 3:12 HIP HIP @ 2x12 2'-0" @ 2x12 2'-0" @ 2x12 2'-0" @ 2x12 2'-0" H1 H1 H1 H1 2x12 (HIP BEAM) 2x12 (HIP BEAM) 2x12 (HIP BEAM) 2x12 (HIP BEAM) MSTC28 STRAP AT EACH CORNER 9 S213 2X12 STRUCTURAL FASCIA - TYP SIMPSON LTHMA HANGER EACH SIDE OF HIP BEAM REVISIONS 9/10/2025 9:05:26 AM ROOF FRAMING PLAN S103 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 1/8" = 1'-0" S103 1 ROOF FRAMING PLAN 1/16" = 1'-0" S103 2 SNOW DRIFT PLAN 1/4" = 1'-0" S103 3 CUPOLA FRAMING PLAN ---PAGE BREAK--- B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 S302 1 W/ TOP PLATE W/ TOP PLATE 2 2 SW-A SW-A SW-A 2 2 SW-A SW-A FTAO - REF SW-C 1/S301 SW-B SW-A W/ TOP PLATE W/ TOP PLATE SW-A A C C C B B B B A A A A B B C A 1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL OR AT CL OF COLUMN. 2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 48" ABOVE FLOOR/SLAB LEVEL. LATERAL PLAN NOTES INDICATES WOOD STRUCTURAL STUD WALL. INDICATES SHEAR WALL, SEE SCHEDULE ON SHEET . SW-X INDICATES HOLD-DOWN CONNECTION LOCATION. INDICATES HOLD-DOWN TYPE REQD. SEE SCHEDULE SHEET . STRUCTURAL PLAN NOTATION x B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 S302 1 W/ TOP PLATE 6 SW-A W/ TOP PLATE 6 SW-A W/ TOP PLATE 6 SW-A SW-A SW-A SIMPSON MSTC40 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MSTC40 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MST72 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MST72 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MST72 STRAPTO WALL BELOW REF DETAIL 2D/S004 SW-A SIMPSON MST48 STRAP TO WALL BELOW REF DETAIL 2D/S004 SIMPSON MST48 STRAP TO WALL BELOW REF DETAIL 2D/S004 REVISIONS 9/10/2025 9:05:26 AM LATERAL PLAN S104 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 3/32" = 1'-0" S104 1 1ST FLOOR LATERAL PLAN 3/32" = 1'-0" S104 2 SECOND FLOOR LATERAL PLAN ---PAGE BREAK--- SEE PLAN TOF SEE PLAN TOF SEE PLAN TOF SEE PLAN TOCW SEE PLAN TOCS SEE PLAN TOCS SEE PLAN TOCS SEE PLAN TOCS SEE PLAN TOF SEE PLAN TOF SEE PLAN TOF NOTE: UNDER NO CIRCUMSTANCES SHALL A PIPE PENETRATE THRU OR UNDER A COLUMN, PILASTER, PIER, PEDESTAL OR SPREAD FTG. ZONE 1: SLEEVE WRAP PIPE AT PENETRATION THRU STEM WALL AS SHOWN IN ELEVATION. ZONE 2: IF PIPE OCCURS AT FOOTING DEPTH, STEP FOOTING DOWN AS REQD PER FTG STEP DETAIL AND PENETRATE THRU WALL. DO NOT PENETRATE FOOTING. ZONE 3: PIPE OCCURS AT SHALLOW DEPTH BELOW FOOTING. SLEEVE WRAP & ENCASE IN CONCRETE AS SHOWN IN ELEVATION. ZONE 4: PIPE PASSES FREELY WHEN MORE THAN 2'-0" BELOW BOTTOM OF FOOTING. SECTION AT PIPE LOCATION CONCRETE ENCASEMENT - ELEVATION - 1 1 SLEEVE WRAP PIPE IN 1" FOAM ENCASE IN CONC ENTIRE WIDTH OF FTG ZONE 3 SLEEVE WRAP PIPE IN 1" FOAM AT PENETRATION ZONE 1 CONC FTG, SEE PLAN CONC STEM WALL OR BASEMENT WALL, SEE PLAN WALL ABOVE, SEE PLAN CONC STEM WALL OR BASEMENT WALL CONC FTG, SEE PLAN CONC ENCASEMENT ZONE 4 ZONE 1 ZONE 2 2'-0" MIN ZONE 3 PARALLEL TO FOUNDATION - ELEVATION - 1 2 MIN 6" MIN 1'-0" BACKFILL PIPE OR DUCT TRENCH 7/S201 SEE CONCRETE REINF LAP SCHED FOR X'-X" X'-X" PLAN VIEW - SINGLE MAT OF REINFORCING CORNER BARS, SIZE & SPACE TO MATCH HORZ REINF CONC FDN WALL, SEE PLAN CL CL JOINT JOINT 1 1/2" 1 1/2" CONC SLAB ON GRADE, SEE PLAN W/ REINF CENTERED WITHIN SLAB DEPTH CUT ALL REBAR AT JOINT PL3/8"X12"X1'-0" DIAMOND DOWEL ASSEMBLY GREASED @ 18" MID-DEPTH OF SLAB SAWCUT 1" DEEP & SEAL AFTER 28 DAYS- ANTICIPATE GRINDING TO FLUSH FINISH 2- #4 EA SIDE SEE GEOTECH REPORT FOR SUB- GRADE PREPARATION SEE FOR TYP SLAB ON GRADE SUB-BASE DETAIL CONSTRUCTION JOINT (PROVIDE AS REQD IN LIEU OF CONTRACTION JOINT SHOWN) CONTRACTION/CONTROL JOINT CUT EVERY OTHER REBAR AT JOINT EARLY ENTRY SAWCUT CONC SLAB ON GRADE, SEE PLAN W/ REINF CENTERED WITHIN SLAB DEPTH SEE GEOTECH REPORT FOR SUB- GRADE PREPARATION SEE FOR TYP SLAB ON GRADE SUB-BASE DETAIL NOTE: SEE PLAN FOR CONC SLAB ON GRADE JOINT LOCATIONS, UNO. 1" MIN T/4 5/S201 5/S201 CONC SLAB, SEE PLAN FDN WALL, SEE PLAN SEE GEOTECH REPORT FOR SUB-GRADE PREPARATION VAPOR BARRIER CONT CHANNEL BAR W/ 1/4"Ø PIN FASTENERS @ 12" VAPOR BARRIER STEGO MASTIC X CONT SLAB ON GRADE, SEE PLAN VAPOR BARRIER ZONE OF COMPACTED STRUCTURAL ENGINEERED FILL, SEE GEOTECH REPORT & SPECIFICATIONS 2'-0" MIN FREE-DRAINING GRAVEL LEVELING COURSE, SEE GEOTECH REPORT & SPECIFICATIONS FOR THICKNESS & COMPACTION REQS 4" NOTE: IN THE CASE OF DISTURBED NATURAL GRADES, SCARIFY & MOISTURE CONDITION NATIVE SUBGRADE AND RECOMPACT TO 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698. UNDISTURBED NATIVE SUBGRADE, REFER TO GEOTECH REPORT FOR PREPARATION REQS 1 2 2 1 UNDISTURBED NATURAL GRADE AT SUBGRADE, REFER TO GEOTECH REPORT FOR PREPARATION REQS ZONE OF COMPACTED STRUCTURAL ENGINEERED FILL, SEE GEOTECH REPORT & SPECIFICATIONS 3'-0" MIN NOTE: IN THE CASE OF DISTURBED NATURAL GRADES, SCARIFY & MOISTURE CONDITION NATIVE SUBGRADE AND RECOMPACT TO 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698. CONC WALL, SEE PLAN CONC FTG, SEE PLAN 3/4" CHAMFER EACH FACE, SEAL VERT CONTROL JOINT, SEE PLAN FOR LOCATIONS (CAULK & SEAL) RUN TOP AND BOT HORZ WALL REINF CONT THRU- CUT, ALTERNATE INTERMEDIATE HORZ REINF AT JOINT & CUT HORZ BARS AT TOP OF WALL PLAN VIEW NOTE: MAXIMUM CONTROL JOINT SPACING IS 3X WALL HEIGHT OR 24'-0" WHICHEVER IS LESS. NOTE: ALL CONTROL JOINT LOC TO BE APPROVED BY ARCHITECT: ALIGN W/ OPENINGS WHERE POSSIBLE. NOTE: CHAMFER ONLY REQUIRED AT EXPOSED CONCRETE FACES. 1- 1/2"X18" SMOOTH DOWEL BAR AT TOP OF WALL, LUBRICATE BAR ONE SIDE OF JOINT, 2" CLR 2 1 VERT REINF SPA, SEE DETAILS VERT REINF SPA, SEE DETAILS FTG STEP, SEE PLAN VERT FDN WALL CONTROL JOINT, SEE 9/S201 2- #5X5'-0" MATCH SIZE AND SPACING OF HORZ REINF SEE SCHEDULE FOR REINF DEVELOPMENT LENGTH, TYP CONC WALL, SEE PLAN CONC FTG, SEE PLAN TYP 3" CLR CONC REINFORCING LAP SCHEDULE REBAR SIZE VERT & HORIZ (ld) HORIZ TOP BAR (ld) STANDARD HOOK (ldh) #4 2'-0" 2'-7" 0'-9" #6 2'-11" 3'-10" 1'-2" #8 4'-11" 6'-4" 1'-6" #9 5'-6" 7'-2" 1'-9" #10 6'-2" 8'-0" 1'-11" #3 1'-6" 1'-11" 0'-7" #5 2'-6" 3'-2" 1'-0" #7 4'-3" 5'-7" 1'-4" CONCRETE REINFORCING NOTES: 1. CONCRETE SPLICE ARE CLASS SPLICES BASED ON F'C=4,500 OSI AND GRADE 60 REINFORCEMENT WITH CLEAR COVER OF AT LEAST ONE BAR DIAMETER AND BAR SPACING OF AT LEAST TWO BAR DIAMETERS. USE CLASS SPLICES UNLESS NOTED OTHERWISE. 2. HORIZ TOP BAR SPLICE ARE USED WHEN MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 3. HORIZ TOP BAR SPLICE MAY BE USED AT ALL LOCATIONS IN CONCRETE AT THE CONTRACTORS DISCRETION. 4. HOOKED BAR TAIL LENGTH: Lhk= 16 BAR DIAMETERS Lhk= 17 BAR DIAMETERS PLYWOOD FORM AS REQD, TYP COL & BASE PLATE, SEE PLANS & DETAILS HSS COL A MIN 2" CLR CNJT CNJT CNJT CNJT SLAB JOINT, SEE 4/S201 REVISIONS 9/10/2025 9:05:27 AM STRUCTURAL FOUNDATION DETAILS S201 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I LAST NAME S201 3/4" = 1'-0" 2 PIPE PENETRATION GUIDE AT FOUNDATIONS S201 REF S101 3/4" = 1'-0" 1 REINFORCING IN FDN WALL CORNER S201 3/4" = 1'-0" 4 TYP CONC SLAB ON GRADE JOINT S201 1 1/2" = 1'-0" 6 CONC SLAB VAPOR BARRIER TO CONC WALL S201 3/4" = 1'-0" 5 SLAB ON GRADE SUB-BASE & SUBGRADE DETAIL S201 3/4" = 1'-0" 3 FOOTING SUB-BASE & SUBGRADE DETAIL S201 3/4" = 1'-0" 8 CONC FDN WALL CONTROL JOINT S201 3/4" = 1'-0" 7 FOOTING STEP DETAIL S201 3/4" = 1'-0" 9 ISOLATION JOINT AT COLUMN ---PAGE BREAK--- SEE PLAN TOCW SEE PLAN TOF SEE PLAN TOCS SEE PLAN TOCW SEE PLAN TOF SEE PLAN TOCS SEE PLAN TOCS SEE PLAN TOF A A SEE PLAN TOCS SEE PLAN TOCW SEE PLAN TOCS SEE PLAN TOCS SEE PLAN TOCS SEE PLAN TOF A A CONC SLAB ON GRADE, SEE PLAN EXP JOINT, SEE ARCH SUBGRADE PREPARATION SEE S001 CONC FTG, SEE PLAN SEE GEN NOTES FOR MIN FROST DEPTH 2- #4 CONT AT TOP 2X8 BLOCKOUT 2" 8" 8" CLR 3" 8" CONC WALL W/ #4 @ 18" VERT & #4 @ 12" HORZ ALT HOOK DIRECTION IN FTG EDGE NAIL 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED PT 2X6 SILL PLATE W/ 5/8"ØX8" TITEN HD ANC OR EQUIV CIP ANC W/ PL1/4X3X0'-3" WASHERS, SEE SHEAR WALL SCHED FOR SPACING (DO NOT COUNTERSINK BOLT INTO BOT PLATE) TYP 8" EXTERIOR SLAB WHERE OCCURS, REF CIVIL EXPANSION JOINT HSS COL, SEE PLAN 1 1/2" NON-SHRINK GROUT CL COL & FTG BASE PL REF DETAIL 10/S211 CONC SLAB ON GRADE, SEE PLAN SUBGRADE PREPARATION SEE S001 CONC FTG, SEE PLAN SEE GEN NOTES FOR MIN FROST DEPTH 2- #4 CONT AT TOP 2X8 BLOCKOUT 2" 8" 8" CLR 3" 8" CONC WALL W/ #4 @ 18" VERT & #4 @ 12" HORZ ALT HOOK DIRECTION IN FTG 2 3/4" EXTERIOR SLAB WHERE OCCURS, REF CIVIL CL COL & FTG EXTERIOR CONC SLAB REF CIVIL PLAN EXP JOINT, SEE ARCH COL, SEE PLAN SEE GEOTECH REPORT FOR SUBGRADE PREPARATION 16" SQ CONC COL W/ 4- #4 VERT W/ 90° HOOKS W/ #3 TIES @ 10" & 3- #3 TIES @ 2" AT TOP SEE GEOTECH REPORT FOR SUBGRADE PREPARATION CLR 3" CONC FTG, SEE PLAN 1/2"⌀TITEN CONC SCREW ANCHOR W/ 6" EMBED SIMPSON CPT POST BASE, SEE PLAN 1'-4" 1'-4" CLR 2" CLR 3" REF PLAN CONC FTG DEPTH MIN FROST SECTION A-A CONC SLAB ON GRADE, SEE PLAN SEE GEOTECH REPORT FOR SUB-GRADE PREPARATION 1'-0" MIN 8" VAPOR BARRIER, SEE PLAN 8" CONC WALL W/ #4 @ 18" VERT & #4 @ 12" HORZ ALT HOOK DIRECTION IN FTG #4 CONT #4X DOWEL @ 18" 2'-6" 2'-6" 2 1 CONC SLAB ON GRADE, SEE PLAN 2X6 @ 16" WALL, SEE PLAN PT 2X6 SILL PLATE W/ 5/8"ØX8" TITEN HD ANC OR EQUIV CIP ANC W/ PL1/4X3X0'-3" WASHERS (DO NOT COUNTERSINK BOLT INTO BOT PLATE) CONC FTG, SEE PLAN 1 1 GALV EDGE NAIL WOOD SHEATHING WHERE INDICATED, SEE SHEAR WALL SCHEDULE SEE PLAN CLR 3" CONC SLAB ON GRADE, SEE PLAN 1 1 CONC FTG, SEE SCHED SEE GEOTECH REPORT FOR SUB-GRADE PREPARATION WOOD POST SIMPSON CB TO MATCH POST SIZE 1/2"⌀TITEN CONC SCREW ANCHOR W/ 6" EMBED CL STEEL BASE PL3/4" W/ 4- 3/4"Ø ANCHOR RODS HSS COL, SEE PLAN CONC SLAB ON GRADE, SEE PLAN BOND BREAKER AT ISOLATION JOINT 1 1/2" NON-SHRINK GROUT SEE GEOTECH REPORT FOR SUB-GRADE PREPARATION TOP MAT OF REINF WHERE REQD FTG, SEE PLAN FOR SIZE & REINF HSS COL & FTG 1 1/2" 1 1/2" 1/4 CLR 2" CLR 2" BASE PLATE TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" 1/4 COLUMN TO PLATE REF DETAIL FOR BALANCE OF INFO COLUMN PER PLAN 1/S202 3/8" PLATE W/ 5/8"⌀ TITEN HD TO FND (MIN 5" EMBED) 1 1/2" 3" 4" 3" WIDE 7 GAUGE STEEL STRAP EACH SIDE OF POST W/ 5/8"⌀THROUGH BOLTS 2" 3" 1 1/2" WIDTH COL 5/8"⌀TITEN HD 3/8"⌀STEEL BASE PLATE 7 GAUGE STRAP COLUMN PER PLAN SECTION A-A 3/16 3/16 REVISIONS 9/10/2025 9:05:27 AM STRUCTURAL FOUNDATION DETAILS S202 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I LAST NAME S202 3/4" = 1'-0" 1 SLAB BLOCKOUT AT STEM WALL S202 REF S101 3/4" = 1'-0" 3 STEEL COLUMN AT EXTERIOR WALL S202 REF S101 3/4" = 1'-0" 2 CONC PIER W/ WOOD COLUMN S202 REF S101 3/4" = 1'-0" 5 CONC SLAB POUR OVER AT DOOR OPENING S202 REF S101 3/4" = 1'-0" 4 THICKENED SLAB FTG S202 REF S101 3/4" = 1'-0" 6 SPREAD FOOTING AT WOOD COULMN S202 REF S101 3/4" = 1'-0" 7 PAD FOOTING AT HSS COL S202 3/4" = 1'-0" 8 CUSTOM POST BASE AT FOUNDATION WALL ---PAGE BREAK--- SEE PLAN TOSH SEE PLAN TOSH SEE PLAN TOSH SEE PLAN TOSH CONC WALL OR CONC FTG PT SILL PLATE HSS COLUMN 3/16 COLUMN TO BASE PLATE 6" BASEPLATE: 1/2" THICK x STUD WIDTH ON 1 1/2" DRYPACK W/ 5/8"⌀x12" ABs NOTE: CL BOLT = CL PLATE = CL STUD WALL NOTE: CONTRACTOR OPTION TO USE THREADED WELDED HEADED STUDS INSTEAD OF CARRIAGE BOLTS 2x6 NAILER PLATE ON EACH SIDE. REF 14/S4.2 NOTE: DRYPACK NOT REQ'D, BUT IS CONTRACTOR OPTION 1 1/2" 3" 2" 3" 2" 5/8" BASE PLATE W/ 4- 5/8"Ø EPOXY ANCHORS W/ 5" EMBED 3/16 3/16 TYPICAL COL CORNER COL END COL 3/16 2" TYP 3" 1 1/2" 1 1/2" 1/4" 1/4" 1/4" BEAM SEE PLAN FOR SIZE BOUNDARY NAILING SHEATHING FLOOR JOIST SEE PLAN SIMPSON BA HANGER TO MATCH FLOOR JOIST 2x WOOD STUDS EDGE NAILING FLOOR SHEATHING FLOOR JOIST BOUNDARY NAILING SIMPSON BA HANGER SEE PLAN SILL PLATE & ATTACHMENT REF SHEAR WALL SCHED BEAM 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED EDGE NAIL & LOCATE AT ALL PANEL JOINTS, BLOCK ALL UNSUPPORTED JOINTS 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED FLOOR SHEATHING, SEE PLAN EDGE NAIL 2X SOLE PLATE W/ NAIL, SEE SHEAR WALL SCHED FLOOR JOIST BLOCKING, SEE PLAN 1 1/4"XCONT MFD RIM BOARD RIM JOIST ATTACHMENT, SEE SHEAR WALL SCHED 5- 0.148"Ø NAILS AT BLOCKING 2X6 W/ 4- 0.131"Ø NAILS EA FACE, TYP 2- 0.131"Ø NAILS EA BLOCKING FLOOR JOIST, SEE PLAN 2X DBL TOP PLATE, SEE DBL TOP PLATE SPLICE SCHEDULE 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED EDGE NAIL & LOCATE AT ALL PANEL JOINTS, BLOCK ALL UNSUPPORTED JOINTS 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED FLOOR SHEATHING, SEE PLAN EDGE NAIL 2X SOLE PLATE W/ NAIL, SEE SHEAR WALL SCHED FLOOR JOIST, SEE PLAN 1 1/4"XCONT MFD RIM BOARD RIM JOIST ATTACHMENT, SEE SHEAR WALL SCHED 2X DBL TOP PLATE, SEE DBL TOP PLATE SPLICE SCHEDULE NOTE: PROVIDE SQUASH BLOCKING AT COLUMNS FLOOR JOIST SEE PLAN FOR SIZE AND SPACING SIMPSON A35 CLIPS SEE SHEAR WALL SCHED LSL BLKG SEE SHEAR WALL SCHED FOR CONNECTION EDGE NAILING CONTINUOUS DBL TOP PLATE FLOOR SHEATHING SILL ATTACHMENT SEE SHEAR WALL SCHED 2x WOOD STUDS WHERE OCCURS EDGE NAILING BOUNDARY NAILING 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED S212 3 S212 11 S211 3 FLOOR SHEATHING FLOOR JOIST FLOOR BEAM ROOF BEAM ROOF JOISTS ROOF SHEATHING REVISIONS 9/10/2025 9:05:28 AM STRUCTURAL FRAMING DETAILS S211 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 3/4" = 1'-0" S211 6 HSS COLUMN BASE PLATE AND FURRING TYPICAL 3/4" = 1'-0" S211 4 FLUSH BEAM I-JOIST BOTH SIDES 3/4" = 1'-0" S211 3 FLUSH BEAM I-JOIST SINGLE SIDE 3/4" = 1'-0" S211 2 TYP EXTERIOR WALL W/ PARALLEL JOIST 3/4" = 1'-0" S211 1 TYP EXTERIOR WALL W/ PERPENDICULAR JOIST 3/4" = 1'-0" S211 5 INTERIOR BEARING - BOTH SIDES BEARING S211 REF S102 3/4" = 1'-0" 7 FLOOR FRAMING TO ROOF PITCH CHANGE ---PAGE BREAK--- SEE PLAN TOB BLOCK SPLINE 8d NAILS SPACED PER SIP SHOP DRAWINGS SIP TAPE - REFER TO MANUFACTURER SPECS PBS ROOF PANEL REF PLAN GAP 1/8" SEAL CONTINUOUS PER MRF SPECS GL TRUSS SEE SHEET S302 8d NAILS SPACED PER SIP SHOP DRAWINGS SPLINE REF 1/S213 PANEL SCREWS BY OTHERS SIP ROOF BY OTHERS SIMPSON DTC CLIP @ 48" OC ROOF OR FLOOR SHEATHING INTERIOR NON-BEARING WALL PERPENDICULAR CONDITION GAP 3/4" ROOF OR FLOOR JOISTS REF PLAN DBL 2x6 BLKG SIMPSON DTC CLIP @ 48" OC ROOF OR FLOOR SHEATHING INTERIOR NON-BEARING WALL ROOF OR FLOOR JOISTS REF PLAN PARALLEL CONDITION SIP ROOF PANELS REF PLAN FASTEN ROOF PANEL TO PER MRF REQUIREMENTS SIP TAPE REF MANUFACTURER SPECS FOAM SEAL VOID IN PANEL CONNECTION @ RIDGE REF MANUFACTURER SPECS 2x BLKG W/ A34 TO BEAM EA BLKG BEAM PER PLAN COL PER PLAN SDWC15600 TOE SCREW @ EA RAFTER 1x T&G REF ARCH'L ROOF JOIST PER PLAN SDWS22800BD SCREWS W/ STN22 HEX-HEAD WASHERS @ EA POST (MIN EACH BEAM END) BN ROOF SIP BY OTHERS PANEL SCREWS BY OTHERS EN BEVELED TOP PLATE FASTENED W/ TIMBERLOK SCREWS @ 8" OC 2x8 STUDS @ 24" OC WOOD BEAM, SEE PLAN RAFTER, SEE PLAN 0.148"Ø NAIL @ 6" BLOCKING TO MATCH RAFTER WIDTH & DEPTH W/ 2- 3 1/2"Ø VENT HOLES ROOF SHEATHING, SEE PLAN EDGE NAIL 2X4 BLOCKING EA BAY W/ 2- 3 1/2"Ø VENT HOLES BETWEEN EA RAFTER DBL BEVELED BEARING PLATE BY I-JOIST SUPPLIER OR BEVELED BEAM WHERE INDICATED W/ 2- 0.148"Ø @ 6" SIMPSON LSTA24 @ 48" SEE ARCH FOR RIDGE VENT 12 SEE PLAN CL BEAM NOTE: SIMPSON VPA CONNECTORS MAY BE USED IN LIEU OF BEVELED BRG PLATE 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED S211 2 ROOF SIP PANELS BY OTHERS PANEL SCREWS BY OTHERS 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED SILL PLATE W/ ATTACHMENT PER SW SCHED 16d NAILS TO LOOKOUT ROOF JOISTS REF PLAN BEAM BELOW WHERE OCCURS 11 7/8" LSL LOOKOUTS @ 24" OC REF PLAN EDGE NAILING LSL BLKG W/ ATTACHMENT TO TOP PLATE PER SW SCHED BN 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED ROOF SHEATHING, SEE PLAN 2x OH 4" WIDE PLYWOOD WE STIFFENER AT LOOKOUT FASCIA REF ARCH REF ARCH OH ROOF SIP PANELS BY OTHERS PANEL SCREWS BY OTHERS EN ROOF RAFTER SEE PLAN BEVELED TOP PLATE FASTENED W/ TIMBERLOK SCREWS @ 8" OC 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED BN 1x T&G REF ARCH PT 2x LEDGER W/ 1/4"x5" SIMPSON SDWS SCREWS TO RIM @ 12" OC STAGGERED VERTICALLY BY 1" SIMPSON BA HANGER TYP WEB STIFFENERS, AS REQD ROOF SHEATHING ROOF JOISTS SEE PLAN BEAM SEE PLAN BOUNDARY NAILING SIMPSON BA HANGER TYP 2x BLKG FOR VENTILATION REF ARCH 2x TOP PLATE BEAM SEE PLAN 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED EDGE NAIL 2X SOLE PLATE W/ NAIL, SEE SHEAR WALL SCHED PANEL SCREWS BY OTHERS SIP ROOF BY OTHERS SIMPSON SDCF272358 SCREWS @ EA TIMBER TRUSS EA END OF ROOF BEAM) TIMBER TRUSS REF SHEET S302 1x T&G REF ARCH 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED BOUNDARY NAILING PT 2X LEDGER W/ 3- SDS25500 SCREWS @ 12" OC STAGGERED VERTICALLY BY 1" 5 1/2"x12" GLB W/ LTP4 CLIP TO TOP PLATE PER SW SCHED SILL PLATE W/ ATTACHMENT PER SW SCHED EN EN SIMPSON BA HANGER TO MATCH RAFTER WIDTH & DEPTH ROOF SHTG 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED BOUNDARY NAILING 2X LEDGER W/ 3- SDS25500 SCREWS AT 16" ROOF RAFTER SEE PLAN ROOF SIP BY OTHERS PANEL SCREWS BY OTHERS EDGE NAILING PT 2x LEDGER W/ SDS25500 SCREWS @ 12" OC STAGGERED VERTICALLY BY 1" RIDGE BEAM, SEE PLAN RAFTER, SEE PLAN 1x T&G REF ARCH SIMPSON BA HANGER TO MATCH RAFTER WIDTH & DEPTH 12 SEE PLAN CL BEAM SIMPSON LSTA24 @ 48" BN HIP BEAM, SEE PLAN SIMPSON BA HANGER TO MATCH RAFTER WIDTH & DEPTH CL BEAM SIMPSON LSTA24 @ 48" RAFTER, SEE PLAN 1x T&G REF ARCH PANEL SCREWS BY OTHERS SIP ROOF BY OTHERS BN REVISIONS 9/10/2025 9:05:29 AM STRUCTURAL FRAMING DETAILS S212 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 3/4" = 1'-0" S212 1 TYPICAL BLOCK SPLINE 3/4" = 1'-0" S212 2 TYPICAL SIP TO TIMBER TRUSS CONNECTION 3/4" = 1'-0" S212 3 NON-BRG WALL/ROOF TYPICAL 3/4" = 1'-0" S212 6 SIP ROOF AT RIDGE 3/4" = 1'-0" S212 5 PORCH ROOF AT EAVE BEAM 3/4" = 1'-0" S212 4 SIP ROOF AT EAVE 3/4" = 1'-0" S212 7 RAFTER BEARING WOOD RIDGE BEAM 3/4" = 1'-0" S212 8 SIP ROOF STACKED FRAMING AT EXTERIOR WALL 3/4" = 1'-0" S212 9 RAFTER PARALLEL AT EXT BEARING 3/4" = 1'-0" S212 10 SIP ROOF TO PORCH ROOF FRAMING 3/4" = 1'-0" S212 11 I-JOIST FRAMING AT ROOF PITCH CHANGE 3/4" = 1'-0" S212 12 SIP ROOF TO CLEARSTORY WALLS 3/4" = 1'-0" S212 13 LOW PORCH ROOF TO EXT WALL 3/4" = 1'-0" S212 14 SIP ROOF TO PORCH ROOF FRAMING GABLE S212 REF S102 3/4" = 1'-0" 15 RAFTER AT WOOD HIP BEAM S212 REF S102 3/4" = 1'-0" 16 RAFTER AND SIP AT WOOD HIP BEAM ---PAGE BREAK--- A A A A BEAM PER PLAN COLUMN SEE PLAN SDWS22800BD SCREWS W/ STN22 HEX-HEAD WASHERS @ EA POST (MIN EACH BEAM END) SECTION A-A GAP 1/2" TYP 2" TYP 2" ROOF SHTG 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED BOUNDARY NAILING LSL LEDGER W/ 3- SDS25500 SCREWS AT EACH STUD ROOF JOIST BLKG @ 24" W/ 4- 10d NAILS EACH ROOF SIP BY OTHERS PANEL SCREWS BY OTHERS EDGE NAILING 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED DOUBLE TOP PLATE 2X OH BACK SPAN OF EDGE NAIL SOLID BLOCKING, ADD 3"Ø HOLES AS REQD BY VENTING SIMPSON LPT4 CLIP, SEE SHEAR WALL SCHED EDGE NAIL RAFTER, SEE PLAN 2- 0.131"Ø @ 8" EA SIDE 2X12 OUTRIGGER RIPPED TO FIT AS NEEDED H2.5 CLIP EA RAFTER BEVELED SOLE PLATE W/ 2- 0.148"Ø @ 12" 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED RAFTER EXTEND TO FACE OF WALL 12 SEE PLAN SEE PLAN OH ROOF SHEATHING, SEE PLAN 2X4 X AS REQD FILLER BLOCKING W/ 0.148"Ø @ 6" 2X DBL TOP PLATE, SEE DBL TOP PLATE SPLICE SCHED FASCIA REF ARCH OH - SEE PLAN ROOF RAFTER PER PLAN SDWC15600 TOE SCREW @ EA RAFTER SDWS221500 SCREWS TO TOP OF POST & BEAM ENDS EACH TIMBER HIP BEAM PER PLAN TIMBER COL PER PLAN COPPED @ BEAM SIM 25/S5.3 SDWS22800BD W/ STN22 HEX-HEAD WASHERS SCREWS @ EACH BEAM END ROOF RAFTER PER PLAN OH SEE PLAN BN PT 2x LEDGER W/ 1/4"x5" SIMPSON SDWS SCREWS TO RIM @ 12" OC STAGGERED VERTICALLY BY 1" EN RAFTER, SEE PLAN H2.5 CLIP EA RAFTER BEVELED PLATE W/ 2- 0.148"Ø @ 12" 2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED RAFTER EXTEND TO FACE OF WALL 12 SEE PLAN 1x T&G REF ARCH RAFTER, SEE PLAN 2X DBL TOP PLATE, SEE DBL TOP PLATE SPLICE SCHED ROOF SHEATHING, SEE PLAN 2x6 WALL STUD TYP 2x4 SHOULDER BLOCK W/ SDS SCREWS DBL 2x6 TOP PLATE SECTION A-A 4x6 BLKG BETWEEN STUDS @ BARN DOOR ATTACHMENT 4x6 BLKG BETWEEN STUDS @ BARN DOOR ATTACHMENT 4x6 LEDGER FOR BARN DOOR ATTACHMENT W/ SIMPSON SDWS SCREWS @ 12" OC STAGGERED (MIN 2" EMBEDMENT INTO BLKG) 2x6 @ 16' W/ SHTG SEE SHEAR WALL SCHED 2x4 SHOULDER BLOCK W/ SDS SCREWS EDGE NAILING 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED 2x SOLE PLATE W/ NAIL SEE SHEAR WALL SCHED ROOF BEAM PER PLAN 2x6 CEILING JOIST @ 16" OC W/ LUS HANGERS EA SIDE STOREFRONT GLAZING BY OTHERS HEADER PER PLAN 2x LEDGER W/ SDS25500 SCREWS AT EACH STUD COUNTERSINK 1 1/2" W/ 3" MIN EMBED 4x6 DF#2 WALL BLKG W/ SIMPSON A35 EA END 2x6 DF#2 STUD EA END OF BLKG OR 4x6 AT BRACE LOCATION W/ SIMPSON A35 CLIP TOP AND BOTTOM TO 2x PLATES 2x6 @ 16" W/ SHEATHING SEE SHEAR WALL SCHED 3/8"⌀LAG SCREW W/ MIN 3" EMBED IN CARRIED MEMBER TYP 4x4 DF#1 4x6 BEAM 2x BLKG BN 2x6 ROOF JOIST @ 24" OC ROOF SHTG SIMPSON BA HANGER BN SDWS22500 TOE SCREW EA END OF BEAM TO KNEE BRACE ROOF JOIST ROOF SHEATHING BN 2x BLKG W/ SIMPSON A34 TO TOP PL STRUCTURAL FASCIA REF ARCH'L SIMPSON H2.5T @ EA RAFTER 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED EN ROOF HIP BEAM PER PLAN BN SECTION A-A EDGE NAILING 2x6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHED 2x SOLE PLATE W/ NAIL SEE SHEAR WALL SCHED SIP ROOF PANEL BY OTHERS DBL LVL LET INTO SIP PANEL, REF PLAN ROOF HIP BEAM PER PLAN SIMPSON LTHMA HANGER EACH SIDE OF HIP BEAM SIMPSON LTHMA HANGER EACH SIDE OF HIP BEAM REVISIONS 9/10/2025 9:05:29 AM STRUCTURAL FRAMING DETAILS S213 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I 3/4" = 1'-0" S213 1 PORCH ROOF BEAM TO COLUMN CONNECTION 3/4" = 1'-0" S213 2 LOW ROOF CONNECTION TO EXT WALL 3/4" = 1'-0" S213 3 SIP ROOF AT GABLE WALL 3/4" = 1'-0" S213 4 RAFTER W/ OUTRIGGER AT WOOD STUD WALL 3/4" = 1'-0" S213 5 PORCH HIP BEAM CONNECTION 3/4" = 1'-0" S213 6 RAFTER W/ OUTRIGGER AT WOOD STUD WALL S213 REF S102 3/4" = 1'-0" 8 BARN DOOR ATTAHCMENT S213 REF S102 3/4" = 1'-0" 10 HEADER & CEILING FRAMING AT STOREFRONT ENTRANCE S213 REF S102 3/4" = 1'-0" 7 AWNING FRAMING S213 REF S103 3/4" = 1'-0" 9 COOPLA ATTACHMENT ---PAGE BREAK--- FND WALL RIM JOIST FLOOR SHEATHING SILL PLATE SIMPSON HOLDOWN WHERE APPLIES USE PLYWOOD SHEATHING NAILING REF SHEAR WALL SCHED 2x6 STUDS USE 3x STUDS AT EDGES OF SHEATHING 2x6 MIN 2x6 FLAT BLOCK WINDOW OPENING SIMPSON CS18 TOP & BOT OF OPENING LAP 12" ONTO HDR/SILL DBL TOP PLATE HEADER 2x WALL STUDS PER PLAN DBL TOP PLATE 2x6 STUDS USE 3x STUDS AT EDGES OF SHEATHING 2x SILL PLATE 6x6 BLKG WHERE STRAP OCCURS NOTE: AT SIM CONDITION FLOOR FRAMING IS OMITTED AND ONLY LOWER STRAPPING CONDITION OCCURS SIMPSON MSTI60 STRAP EA SIDE CENTERED ON WALL SPLICE DBL TOP PLATE 6x6 BLKG WHERE STRAP OCCURS SIMPSON MSTI STRAP EA SIDE CENTERED ON WALL SPLICE REVISIONS 9/10/2025 9:05:30 AM LATERAL DETAILS S301 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I S301 3/4" = 1'-0" 1 HEADER/SILL STRAP AT WINDOW S301 REF S102 3/4" = 1'-0" 2 TOP PLATE HEIGH CHANGE STRAP ---PAGE BREAK--- A A A A A A A A A A B C D E G A F 12 1/4"X31 1/2" GLB 12 1/4"X31 1/2" GLB 12 1/4"X13 1/2" GLB 12 1/4"X13 1/2" GLB 12 1/4"X13 1/2" GLB 12 1/4"X13 1/2" GLB S302 2 S302 4 S302 3 S302 5 S302 6 12 1/4"X13 1/2" GLB 12 1/4"X13 1/2" GLB 12 1/4"X13 1/2" GLB GL WEBS PER 1"⌀THROUGH BOLTS TYP 1/2" STEEL KNIFE PLATE 4"WIDEx1/2"STEEL BRG PLATE NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY TYP 6" TYP 2 1/2" TYP 2 1/2" 6" GL PER 4" WIDEx1/2" STEEL BRG PLATE 1"⌀THROUGH BOLTS TYP SECTION A-A 3 3/4" 1/2" STEEL KNIFE PLATE 3 3/4" 6" 3" 2 1/2" 6" 3 3/4" TYP 6" 3" MIN 8" TYP 6" 1/S302 1/S302 GL COLUMN PER 1"⌀THROUGH BOLTS TYP 1/2" STEEL KNIFE PLATE NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY GL BEAM PER 1/S302 GL WEBS PER 6" GL PER 4" WIDEx1/2" STEEL BRG PLATE 1"⌀THROUGH BOLTS TYP SECTION A-A 3 3/4" 1/2" STEEL KNIFE PLATE 3 3/4" TYP 6" TYP 6" MIN 6" 4" WIDEx1/2" STEEL BRG PLATE 1/S302 1/S302 1/S302 1/S302 MIN 8" 2 1/2" 2 1/2" 6" 3 3/4" 6" 2 1/2" MIN 8" TYP 6" 3" 3 3/4" 6" 2 1/2" 3" MIN 8" 6" 6" GL BEAMS PER GL BEAMS PER 1/2" STEEL KNIFE PLATE 1"⌀THROUGH BOLTS TYP SECTION A-A 6" 2 1/2" 6" 6" 3" 1/2" THICKx10" WIDE STEEL KNIFE PLATE GL BEAMS PER 1"⌀THROUGH BOLTS TYP NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY GL BEAMS PER 1/S302 1/S302 1/S302 1/S302 3" MIN 4" MIN 8" MIN 4" 3" 6" GL BEAMS PER 3/8" STEEL KNIFE PLATE 1"⌀THROUGH BOLTS TYP 3/16 3/16 TYP SECTION A-A 6" 2 1/2" TYP 6" 3" 1/2" STEEL KNIFE PLATE GL BEAMS PER 1"⌀THROUGH BOLTS TYP NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY GL BEAMS PER 4" WIDEx1/2" STEEL BRG PLATE 6" 4" 1/2" STEEL BRG PLATE 6" 6" 8" 2 1/2" 6" 2 1/2" 3" TYP 6" 6" 6" 1/S302 1/S302 1/S302 MIN 8" MIN 8" 12 SEE PLAN GL BEAM PER STEEL COL, SEE PLAN 1/2" STEEL KNIFE PLATE 1"Ø THRU BOLTS NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY 6" WIDE 1/2" STEEL BRG PLATE 3/16 3/16 3/16 TYP CL COL 6" GL BEAMS PER 1/2" STEEL KNIFE PLATE 1"⌀THROUGH BOLTS TYP 3/16 3/16 TYP SECTION A-A 6" 6" 1/2" STEEL BRG PLATE 3" 3/16 STEEL COL SEE PLAN 1 1/2" 6" 6" 3" 1/S302 1/S302 REVISIONS 9/10/2025 9:05:30 AM TRUSS ELEVATIONS AND DETAILS S302 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPT 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I COALSON DRAWN BY I KLONNE REVIEWED BY I S302 REF S101 1/4" = 1'-0" 1 TRUSS FRAMING ELEVATION 3/4" = 1'-0" S302 6 SIMPSONS STRONGWALL DETAIL 3/4" = 1'-0" S302 5 SIMPSONS STRONGWALL DETAIL 3/4" = 1'-0" S302 4 SIMPSONS STRONGWALL DETAIL 3/4" = 1'-0" S302 3 SIMPSONS STRONGWALL DETAIL S302 REF S302 3/4" = 1'-0" 2 SLOPED AT STEEL COL W/ BUCKET GLUE LAMINATED BEAM ---PAGE BREAK--- T T T T T T DN REF OVEN OVEN FRZ DW DW TABLE TABLE ICE T T T T T OVEN DW DW ASSEMBLY TYPE (SEE ASSEMBLIES SHEET) ASSEMBLY MODIFIER, PER TYPE ROOM NAME AND NUMBER WINDOW TYPE (SEE A600s) KEYNOTE DRAWING NUMBER SHEET WHERE DRAWN DOOR NUMBER (SEE SHEET A601) DIMENSION TO FACE OF FRAMING DIMENSION TO GRID LINE 101-1 PLAN LEGEND DIRECTION OF VIEW, IF APPLICABLE DIMENSION TO CENTER LINE CL 1 NAME 101 X X 1 X000 SIM A. B. C. D. E. ALL WALLS TO EXTEND TO BOTTOM OF DECK UNLESS OTHERWISE NOTED SEE CIVIL,STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION SEE FINISH PLAN/ INTERIOR ELEVATIONS FOR COORDINATION OF FINISHES AND OTHER ITEMS MOUNTED ON INTERIOR WALLS. PROVIDE BLOCKING IN WALL AS NEEDED FOR ALL WALL-MOUNTED EQUIPMENT, MILLWORK AND HARDWARE. SEE BUILDING ELEVATIONS FOR STOREFRONT WINDOW TAGS GENERAL NOTES A201 3 A201 1 A201 A201 4 2 1 2 3 4 5 6 7 8 9 10 11 12 B C D E 13 14 16 3 A301 1 A301 15 17 G 5 A301 A F 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 5'-11" 6'-1" 12'-0" STORAGE 109 SERVING/ WARMING 110 LOBBY 102 FIRE RISER/ ELECTRICAL/ SERVER 101 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 EVENT 108 GROUNDSKEEPING 106 110B 4 A301 JANITOR 105 WASH 107 106C 6'-5" 6'-0" 3'-1" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-1" 6'-0" 6'-5" 12'-0" 14'-0" 12'-0" 12'-0" 12'-0" 14'-0" 104 103 104 106D 101 VESTIBULE 100 STAGE 108A 100 102A 102B 109 107 105 106A 108A 108B A701 1 108D 108E 108C E A702 1 SF1 SF2 SF4 A702 6 A703 5 A800 1 2 A703 1 AUDIO BOOTH 108B C E E A A A A A E E E C 1 F 1 C 2 C 2 C 1 G 1 C C 3 A A 180'-0" 64'-0" COAT CLOSET 100A CL CL CL CL CL CL CL CL CL CL 3'-6" 17'-1" 9'-5" 6'-0" 6'-0" 7'-11" 10'-1" 6'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-11" 1 CL CL 8'-10" 10'-0" 1'-6" 10'-3 1/2" 9'-4 1/2" 18'-6" 5'-6" 7'-0 1/2" 6'-10" 5'-6" CL CL 17'-2" 5'-10" 13'-1 1/2" 10'-8 1/2" 17'-2" 2 A301 A602 4 3'-0" 110A 106C 10'-2 1/2" SF3 SF3 2 A801 1 2 A800 4 3 BREEZEWAY BREEZEWAY BREEZEWAY 106B 6'-0" 6'-0" C 5 5 5 6 1 2 3 4 5 6 B C D 1 A301 5 A301 A 4 A301 201 1428 SF STORAGE 201 1112 SF MECHANICAL 202 202 G 1 D 5'-4" C C C E 2 A301 2 A110 2'-0" 1 4 24'-3 1/2" 3 UP REVISIONS 9/10/2025 5:20:41 PM FLOOR PLANS A101 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1 PROVIDE CARBON STEEL ALTERNATING TREAD STAIRS, 1,000 LB CAPACITY, YELLOW, 12'-8" RISE (FIELD VERIFY), BY LAPEYRE STAIR OR APPROVED EQUAL. PROVIDE SHOPS FOR REVIEW. 2 PROVIDE FIXED CLOSET ROD AND SHELF ABOVE. 3 DOOR CANOPY 4 PROVIDE SAFTEY RAIL AROUND STAIR OPENING 5 BIFOLD DOORS 6 MECHANICAL EQUIPMENT 1/8" = 1'-0" A101 2 FIRST FLOOR 1/8" = 1'-0" A101 1 SECOND FLOOR NORTH REF NORTH REF ---PAGE BREAK--- A. B. C. D. E. ALL WALLS TO EXTEND TO BOTTOM OF DECK UNLESS OTHERWISE NOTED SEE CIVIL,STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION SEE FINISH PLAN/ INTERIOR ELEVATIONS FOR COORDINATION OF FINISHES AND OTHER ITEMS MOUNTED ON INTERIOR WALLS. PROVIDE BLOCKING IN WALL AS NEEDED FOR ALL WALL-MOUNTED EQUIPMENT, MILLWORK AND HARDWARE. SEE BUILDING ELEVATIONS FOR STOREFRONT WINDOW TAGS GENERAL NOTES A201 3 A201 1 A201 A201 4 2 1 2 3 4 5 6 7 8 9 10 11 12 B C D E 13 14 16 3 A301 1 A301 15 17 G 5 A301 A F 6:12 6:12 4 A301 3:12 6:12 6:12 3:12 2 A301 2'-4" 2 A305 3 A305 SIM 3 A305 SIM 1 A305 SIM 4 A305 SIM 4 A305 SIM 5 A305 SIM 5 A305 SIM 5 A305 SIM 6 A305 8 A305 3 A110 6 A305 SIM 4 A304 4 A304 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 1 A305 SIM 1 A305 SIM 2 A110 SIM 1 1 1 1 4:12 3:12 KEYNOTE DRAWING NUMBER SHEET WHERE DRAWN DIMENSION TO FACE OF FRAMING DIMENSION TO GRID LINE ROOF PLAN LEGEND DIRECTION OF VIEW, IF APPLICABLE DIMENSION TO CENTER LINE CL X 1 X000 SIM 00:12 ROOF SLOPE 1 2x6 WOOD JOISTS 4x6 CROSS BEAM 4X6 LUMBER 2x8 ANCHORED TO STRUCTURE ANCHOR PER STRUCTURAL DRAWINGS ANCHOR PER STRUCTURAL DRAWINGS HEADER, SEE STRUCTURAL A 1X6 FASCIA TRIM BOARD JOIST HANGER, SEE STRUCTURAL DRIP EDGE FLASHING A602 1 SIM A305 9 SIM MINIMUM 6" OF OPENING FOR VENTILATION EVERY JOIST BAY 1 1/2" NOTE: 8 1/2 " OF AIR FLOW AT EAVE AND RIDGE VAPOR RETARDER - WRAP UNDER BEAM BEAM - REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION WEATHER BARRIER R1 REVISIONS 9/10/2025 5:20:42 PM ROOF PLAN A110 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/8" = 1'-0" A110 1 ROOF PLAN # KEYNOTES NORTH REF 1" = 1'-0" A110 2 CANOPY DETAIL 1 1/2" = 1'-0" A110 3 ROOF SLOPE TRANSITION AT TJI 1 GUTTER ---PAGE BREAK--- MATERIALS LEGEND 6" TONGUE AND GROOVE VERTICAL SLAT SIDING STANDING SEAM METAL ROOF A. FASCIA AND BARN DOORS TO BE STAINED TO CONTRAST VERTICAL SLAT SIDING. COLOR SELECTED BY ARCHITECT GENERAL NOTES FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" B C D E G PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 5 A301 A F T.O.W. 01 114'-0" SF3 SF3 SF7 SF6 2 A301 2 A110 6 A305 1 1 2 2 2 2 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 3 A301 1 A301 15 17 PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 4 A301 T.O.W. 01 114'-0" SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 1 1 1 1 2 2 2 2 2 2 2 2 6 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" B C D E G PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 5 A301 A F T.O.W. 01 114'-0" SF6 2 A301 2 A110 8'-6" 6'-4 1/2" 6 A305 2 2 2 4 5 6 7 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 3 A301 1 A301 15 17 PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 4 A301 T.O.W. 01 114'-0" SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF5 SF5 SF5 SF5 SF5 SF5 SF5 SF5 SF2 SF6 SF6 1 1 1 1 2 2 3 2 2 2 2 2 6 REVISIONS 9/10/2025 5:20:53 PM EXTERIOR ELEVATIONS A201 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1 METAL DOWNSPOUT. 2 WOOD CORNER TRIM BY SIDING MANUFACTURER 3 GUTTER 4 DOOR CANOPY 5 FIRE DEPARTMENT INLET. SEE FIRE PROTECTION 6 CONTINUOUS RIDGE VENT 7 INTENDED LOCATION FOR BUILDING SIGNAGE 1/8" = 1'-0" A201 1 EAST 1/8" = 1'-0" A201 4 NORTH 1/8" = 1'-0" A201 2 WEST 1/8" = 1'-0" A201 3 SOUTH ---PAGE BREAK--- A A A A A B B B B B D D D D D C C F F G E H H H H H A B C D E D A A A F B E B G E C H H H A B C D E A B C D E D D F E G C B B A A E E C E H H H H H H A C A A B D B C B G B D B B G H H H H MATERIALS LEGEND BLACK STOREFRONT GLAZING SYSTEM FASCIA: ACRE TRIM BOARDS BY MODERN MILL - STAINED PREFINISHED BRONZE METAL GUTTER 6" ACRE V-GROOVE VERTICAL SIDING BY MODERN MILL - NATURAL WOOD LOOK BLACK STANDING SEAM METAL ROOF BLACK METAL FLASHING TRIM A B C D E F NATURAL WOOD STRUCTURE G H CORNER TRIM - TRIM BOARDS BY MODERN MILL - NATURAL WOOD LOOK REVISIONS 9/10/2025 5:22:02 PM EXTERIOR ELEVATIONS REFERENCE A202 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/8" = 1'-0" A202 1 DR - NORTH 1/8" = 1'-0" A202 2 DR - EAST 1/8" = 1'-0" A202 4 DR - SOUTH 1/8" = 1'-0" A202 3 DR - WEST DESIGN REVIEW DOCUMENTS FOR REFERENCE ONLY ---PAGE BREAK--- A. NOT USED. GENERAL NOTES FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" B C D E G PEAK - LOW ROOF 117'-6" 5 A301 A F T.O.W. 01 114'-0" A303 2 LOBBY 102 JANITOR 105 WASH 107 GROUNDSKEEPING 106 VESTIBULE 100 STORAGE 201 R2 R3 A304 2 MECHANICAL 202 2 A301 2 A110 A110 3 A303 1 SIM 6 A305 1 2 FIRST FLOOR 100'-0" PEAK - HIGH ROOF 134'-0" B C D E G PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 5 A301 A F A303 4 A304 3 A304 4 T.O.W. 01 114'-0" A303 3 R1 EVENT 108 R2 R1 R1 2 A110 A304 2 SIM R4 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 3 A301 1 A301 15 17 PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 4 A301 T.O.W. 01 114'-0" A302 1 A302 3 GROUNDSKEEPING 106 STORAGE 201 MECHANICAL 202 A302 2 A901 3 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" B C D E G PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" 5 A301 A F 12'-8" A302 4 T.O.W. 01 114'-0" STORAGE 201 GROUNDSKEEPING 106 MEN'S RESTROOM 104 WOMEN'S RESTROOM 103 A303 2 SIM 2 A301 A303 1 A304 2 SIM 1 2 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" 1 2 3 4 5 6 1 A301 PEAK - LOW ROOF 117'-6" 4 A301 GROUNDSKEEPING 106 STORAGE 201 MECHANICAL 202 STORAGE 109 JANITOR 105 A304 1 REVISIONS 9/10/2025 5:22:10 PM BUILDING SECTIONS A301 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1 VENTED COLD ROOF, PROVIDE RIDGE VENT 2 VENTED COLD ROOF, PROVIDE EAVE VENT 1/8" = 1'-0" A301 1 CROSS SECTION 1/8" = 1'-0" A301 3 CROSS SECTION 02 1/8" = 1'-0" A301 5 LONGITUDINAL SECTION 1/8" = 1'-0" A301 4 CROSS SECTION 03 1/8" = 1'-0" A301 2 Section 3 ---PAGE BREAK--- FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" G 1 R3 FL2 STORAGE 201 MEN'S RESTROOM 104 WOMEN'S RESTROOM 103 D FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" PEAK - HIGH ROOF 134'-0" 6 PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" MECHANICAL 202 EVENT 108 LOBBY 102 E R3 R1 FL2 A305 11 A305 4 A E FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" 1 T.O.W. 02 125'-0" A FL2 R3 A306 1 A305 5 GROUNDSKEEPING 106 STORAGE 201 FIRST FLOOR 100'-0" PEAK - HIGH ROOF 134'-0" 15 PEAK - LOW ROOF 117'-6" A306 2 A305 9 A305 4 SIM R1 EVENT 108 A A A602 8 A602 10 A602 8 REVISIONS 9/10/2025 5:22:15 PM WALL SECTIONS A302 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/2" = 1'-0" A302 4 WALL SECTION @ TOILET WALL 1/2" = 1'-0" A302 1 WALL SECTION @ EVENT/MECHANICAL 1/2" = 1'-0" A302 3 WALL SECTION @ GROUNDSKEEPING 01 1/2" = 1'-0" A302 2 WALL SECTION @ BIFOLD WINDOW ---PAGE BREAK--- FIRST FLOOR 100'-0" F T.O.W. 01 114'-0" R2 A A306 2 A901 2 A305 8 A602 2 VESTIBULE 100 FIRST FLOOR 100'-0" A T.O.W. 01 114'-0" A306 1 A305 1 EVENT 108 R1 A FIRST FLOOR 100'-0" F T.O.W. 01 114'-0" A R2 A306 3 EVENT 108 A602 8 A602 10 FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" A A305 2 GROUNDSKEEPING 106 A306 1 STORAGE 201 R3 1/2" = 1'-0" A303 4 WALL SECTION @ EVENT 02 REVISIONS 9/10/2025 5:22:20 PM WALL SECTIONS A303 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/2" = 1'-0" A303 2 WALL SECTION @ ENTRY 1/2" = 1'-0" A303 3 WALL SECTION @ EVENT 01 1/2" = 1'-0" A303 1 WALL SECTION AT GROUNDSKEEPING 02 ---PAGE BREAK--- FIRST FLOOR 100'-0" G A305 3 E PEAK - LOW ROOF 117'-6" T.O.W. 02 125'-0" R1 R2 A A602 8 A602 9 A305 1 SIM A305 10 SIM PEAK - HIGH ROOF 134'-0" A R1 R4 A305 10 6'-0" A305 7 SIM SIP MATCH REFER TO STRUCTURAL 1'-0" A602 8 A602 9 BLOCKING AS REQUIRED FIRST FLOOR 100'-0" SECOND FLOOR 112'-8" 1 A304 5 A306 4 A305 5 SIM STORAGE 201 GROUNDSKEEPING 106 SECOND FLOOR 112'-8" 1 HEADER, REFER TO STRUCTURAL PREFINISHED METAL TRIM HEAD AND JAMB BARN DOOR BARN DOOR PREFINISHED METAL TRACK COVER BARN DOOR TRACK AND ROLLER, BY BARN DOOR SUPPLIER A RIM BOARD. SEE STRUCTURAL TOP PLATE PER STRUCTURAL'S RECOMMENDATION FILL CAVITY WITH RIGID INSULATION VAPOR RETARDER WEATHER BARRIER. LAP OVER METAL TRIM AND FLASHING J-METAL TRIM WITH WEEP HOLES DRIP EDGE FLASHING ANGLE METAL CORNER EDGE PROTECTION FINISH TO MATCH FLASHING THRESHHOLD - SET IN FULL BED OF SEALANT 11'-1 1/4" 1'-1 1/4" HEAD CLEARANCE 1/2" = 1'-0" A304 3 WALL SECTION @ CLERESTORY 1/2" = 1'-0" A304 4 WALL SECTION @ CUPOLA REVISIONS 9/10/2025 5:22:24 PM WALL SECTIONS AND DETAILS A304 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/2" = 1'-0" A304 2 WALL SECTION @ BREEZWAY 1/2" = 1'-0" A304 1 WALL SECTION @ GROUNDSKEEPING 03 1 1/2" = 1'-0" A304 5 DETAIL AT GARGAGE/ STORAGE DOOR ---PAGE BREAK--- 6 2'-0" A305 7 SIM R1 A SIP SIP LUMBER END CAP PER MANUFACTURERS INSTRUCTION 1X6 TRIM BY SIDING MANUFACTURER VAPOR RETARDER WEATHER PROOFING BARRIER. EXTEND TO BOTTOM OF ROOF PLYWOOD SHEATHING WEATHER PROOFING BARRIER CEILING PER RCP G TIMBER BEAM REFER TO STRUCTURAL LAP EDGE FLASHING OVER GUTTER TIMBER POST BEYOND REFER TO STRUCTURAL EXPOSED BREEZEWAY RAFTER. REFER TO STRUCTURAL FASCIA TO MATCH SIP PANEL FASCIA IN MATERIAL AND DIMENSION 1X6 TONGUE AND GROOVE SHEATHING 1 R3 2'-0" A305 7 SIM 1X6 TRIM BY SIDING MANUFACTURER VAPOR RETARDER FILL CAVITY WITH BATT INSULATION TJI OUTLOOKER - REFER TO STRUCTURAL WEATHER PROOFING BARRIER. EXTEND TO BOTTOM OF ROOF PLYWOOD SHEATHING BLOCKING FOR GYPSUM BOARD CEILING TJI BLOCKING - REFER TO STRUCTURAL MATCH SIP A R3 A MATCH SIP WEATHER PROOFING BARRIER. LAP OVER FASCIA SOFFIT VENT LUMBER FASTENED TO TJI RAFTERS AND EXTENDING BEYOND EXTERIOR WALL. DIMENSION AS NECESSARY TO ACCOMPLISH OVERALL EAVE DEPTH THAT MATCHES SIP PANEL ROOF EAVE DEPTH. REFER TO STRUCTURAL TJI JOIST. REFER TO STRUCTURAL DRILL HOLES FOR VENTILATION WHERE BLOCKING OCCURS BATT INSULATION WEATHER PROOFING BARRIER. EXTEND TO BOTTOM OF ROOF PLYWOOD SHEATHING LAP EDGE FLASHING OVER GUTTER AT GUTTER LOCATIONS A305 7 SIM 1X6 TRIM BY SIDING MANUFACTURER VAPOR RETARDER A T.O.W. 01 114'-0" A305 7 SIM SIP LAP EDGE FLASHING OVER GUTTER AT GUTTER LOCATIONS SIP LUMBER END CAP PER MANUFACTURERS INSTRUCTION 1X6 TRIM BY SIDING MANUFACTURER A VAPOR RETARDER WEATHER PROOFING BARRIER. EXTEND TO BOTTOM OF ROOF PLYWOOD SHEATHING WEATHER PROOFING BARRIER 1 R2 A305 7 SIM SIP MATCH FURRING STRIP 2X LUMBER ATTACHED TO BREEZEWAY STRUCTURE. EXTEND BELOW SOFFIT MATERIAL SOFFIT MATERIAL TO MATCH SIDING JOIST SPACING PER STRUCTURAL DRAWINGS MATCH SIP DIMENTION ROOF STRUCTURE VARIES STANDING SEAM METAL PANELS - FIELD HEM EDGE OVER EDGE METAL WEATHER PROOFING BARRIER - LAP OVER SHEATHING OR LUMBER 1X6 FASCIA TRIM BOARD BY SIDING MANUFACTURER EDGE METAL AND CONTINUOUS CLEAT FASCIA TRIM BOARD BY SIDING MANUFACTURER EXTEND FASCIA TRIM BELOW SOFFIT BOARD 1/2" MIN SOFFIT MATERIAL. MATCH VERTICAL SIDING. RUN SOFFIT BOARDS PARALLEL TO EXTERIOR WALL SEE ROOF PLAN FOR DIRECTION OF ROOF PANEL PLYWOOD SHEATHING OR LUMBER. VARIES BASED ON LOCATION NOTE: FASCIA BOARDS TO BE THE SAME MATERIAL, FINISH, AND DIMENSION ON ALL ROOF FASCIAS. SIZE AS NECESSARY TO COVER ROOF FASCIA WITH A 1/2" OVERHANG 1/2" Z-CLIP SET IN BUTYL TAPE METAL FLASHING SIP - REFER TO STRUCTURAL FILL CAVITY WITH RIGID INSULATION VERTICAL SLAT SIDING HORIZONTAL Z - FURRING VAPOR RETARDER SEE RCP FOR CEILING FINISH PAINTED GYPSUM BOARD BEAM - REFER TO STRUCTURAL WALL WEATHER PROOFING MEMBRANE TO LAP OVER ROOF WEATHER PROOFING MEMBRANE FLEXIBLE FLASHING OVER Z- FURRING. LAP OVER METAL DRIP FLASHING R1 F T.O.W. 01 114'-0" 4" R3 R2 PRE-MANUFACTURED BUG SCREEN FOR VENTILATION DRILL HOLES FOR VENTILATION WHERE BLOCKING OCCURS BLOCKING AS NECESSARY HORIZONTAL Z-FURRING BLOCKING PER STRUCTURAL DRAWINGS WEATHER BARRIER LAP ROOF WEATHER BARRIER OVER WALL WEATHER BARRIER A INTERIOR EXTERIOR 15 A Z-CLIP SET IN BUTYL TAPE METAL FLASHING VERTICAL SLAT SIDING HORIZONTAL Z - FURRING LAP WALL WEATHER PROOFING BARRIER OVER ROOF WEATHER PROOFING BARRIER FLEXIBLE FLASHING OVER Z- FURRING. LAP OVER METAL DRIP FLASHING BLOCKING AS NECESSARY TO FASTEN SIDING HORIZONTAL Z-FURRING LAP UPPER WALL WEATHER BARRIER OR LOWER WALL BARRIER EXTEND SLAT SIDING UP TO BOTTOM OF BREEZEWAY DECK R2 6 A E R3 FLEXIBLE FLASHING OVER Z-FURRING. LAP OVER METAL DRIP FLASHING HORIZONTAL Z-FURRING VERTICAL SLAT SIDING WALL WEATHER PROOFING MEMBRANE TO LAP OVER ROOF WEATHER PROOFING MEMBRANE METAL PANEL BENT TO FIT CORNER METAL FLASHING HEMMED AROUND ALTERED METAL PANEL VAPOR BARRIER SEE STRUCTURAL 1 1/2" = 1'-0" A305 4 ROOF GABLE END AT SIP PANEL 1 1/2" = 1'-0" A305 3 ROOF EAVE AT BREEZEWAY REVISIONS 9/10/2025 5:22:25 PM ROOF DETAILS A305 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1 1/2" = 1'-0" A305 10 ROOF WALL INTERSECTION 02 1 1/2" = 1'-0" A305 8 TJI TO BREEZWAY ROOF TRANSITION 1 1/2" = 1'-0" A305 5 ROOF GABLE END AT TJI 1 1/2" = 1'-0" A305 2 ROOF EAVE AT TJI 1 1/2" = 1'-0" A305 1 ROOF EAVE AT SIP 1 1/2" = 1'-0" A305 6 ROOF GABLE END AT BREEZWAY 3" = 1'-0" A305 7 TYPICAL EAVE 1 1/2" = 1'-0" A305 9 ROOF WALL INTERSECTION 01 1 1/2" = 1'-0" A305 11 ROOF TO WALL INTERSECTION 03 ---PAGE BREAK--- FIRST FLOOR 100'-0" A CEMENT FACED RIGID INSULATION BOARD TO EXTEND 2' BELOW GRADE FLEXIBLE FLASHING LAPPED OVER METAL FLASHING METAL FLASHING WITH DRIP EDGE WEATHER BARRIER LAPPED OVER FLEXIBLE FLASHING AND METAL FLASHING VERTICAL SLAT SIDING Z FURRING CHANNEL EXTERIOR INTERIOR VAPOR BARRIER GRAVEL. SEE STRUCTURAL CONCRETE SLAB ON GRADE. SEE STRUCTURAL GROUNDSKEEPING 106 2'-0" FIRST FLOOR 100'-0" 15 INTERIOR EXTERIOR CONCRETE SLAB ON GRADE. SEE STRUCTURAL SLOPED CONCRETE SLAB ON GRADE. SEE STRUCTURAL EVENT 108 GRAVEL. SEE STRUCTURAL 2'-0" DOOR AS SCHEDULED RIGID INSULATION 2' BELOW GRADE VAPOR BARRIER FIRST FLOOR 100'-0" F MIN. 2'-0" EXTERIOR INTERIOR FLEXIBLE FLASHING RIGID INSULATION TO EXTEND 2' BELOW GRADE LAP WEATHER BARRIER OVER FLEXIBLE FLASHING VERTICAL SLAT SIDING Z FURRING CHANNEL SLOPED CONCRETE SLAB. SEE CIVIL DRAWINGS CONCRETE SLAB ON GRADE. SEE STRUCTURAL GRAVEL. SEE STRUCTURE FIRST FLOOR 100'-0" 1 GROUNDSKEEPING 106 RIGID INSULATION TO EXTEND 2' BELOW GRADE SLOPED CONCRETE SLAB GRAVEL. SEE STRUCTURE CONCRETE SLAB ON GRADE GARAGE DOOR 1" = 1'-0" A306 1 FOUNDATION DETAIL 01 1" = 1'-0" A306 2 FOUNDATION DETAIL 02 1" = 1'-0" A306 3 FOUNDATION DETAIL 03 1" = 1'-0" A306 4 FOUNDATION DETAIL 04 REVISIONS 9/10/2025 5:22:25 PM FOUNDATION DETAILS A306 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP ---PAGE BREAK--- DN REF OVEN OVEN FRZ DW DW TABLE TABLE ICE EXTENT OF ACCENT PAINT OR WALL FINISHES LOCATION AND TYPE OF CORNER GUARDS # FINISH PLAN LEGEND ROOM NAME AND NUMBER FLOOR FINISH - CS1 FINISH TAG NAME 101 FINISH TAGS DISPLAYED IN GROUPING ON FINISH PLAN REPRESENT MAJORITY ROOM FINISH SELECTIONS. ORDER OF GROUPING DEFINED IN EXAMPLE BELOW: MAJORITY WALL FINISH MAJORITY BASE FINISH MAJORITY FLOOR FINISH XX### XX### XX### XX### XX### FLOOR FINISH - CP1 GENERAL FINISH NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. IF MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6" OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE INTERIOR DESIGNER PRIOR TO CONTINUING WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. ALL PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, USING MANUFACTURER'S ADHESIVES, TOOLS, AND METHODS. FOR INTERIOR ELEVATIONS AND ADDITIONAL FINISHES, SEE A800'S. FOR CEILING HEIGHTS AND ADDITIONAL FINISHES SEE A900'S. COORDINATE ALL OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER AND/OR OWNER'S VENDOR. ALL FLOOR TRANSITIONS ARE TO OCCUR DIRECTLY BENEATH DOORS OR CENTERED IN OPENING UNLESS NOTED OTHERWISE. ALL FLOOR TRANSITIONS ARE TO BE ADA COMPLIANT. PROVIDE TRANSITION STRIPS/REDUCERS AT ALL LOCATIONS BETWEEN DIFFERING FLOOR MATERIALS. SEE MATERIALS LIST FOR TYPES. IN EACH ROOM OR AREA ESTABLISH LAYOUT OF TILED FINISH PRODUCTS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES. AVOID USING LESS THAN HALF-WIDTH TILES AT BORDERS UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN FOR LOCATION OF CORNER GUARDS. ALL CORNER GUARDS ARE TO BE INSTALLED WITH BOTTOM OF CORNER GUARD AT TOP OF WALL BASE. ALL GYPSUM WALLS TO BE PAINTED 'P1' UNLESS OTHERWISE NOTED. ALL GYPSUM CEILINGS AND SOFFITS TO BE PAINTED 'P1' UNLESS OTHERWISE NOTED ON REFLECTED CEILING PLAN. ALL CEILINGS OPEN TO STRUCTURE NOT TO BE PAINTED UNLESS OTHERWISE NOTED ON REFLECTED CEILING PLAN. ALL HOLLOW METAL FRAMES TO BE PAINTED 'P3' UNLESS OTHERWISE NOTED. ALL METAL ACCESS PANELS, COVER PLATES, VENTS, AND GRILLES TO BE PAINTED TO MATCH THE SURFACE IT IS LOCATED ON. ALL WINDOW TREATMENTS ARE TO BE FIELD MEASURED, INSTALLED WITH ALL COMPONENTS, AND INSIDE MOUNTED. PROVIDE ROLLER SHADES AT ALL EXTERIOR WINDOWS INDICATED. ALL SIGNAGE TO BE OWNER FURNISHED, OWNER INSTALLED. EVENT 108 STAGE 108A AUDIO BOOTH 108B SERVING/ WARMING 110 VESTIBULE 100 LOBBY 102 FIRE RISER/ ELECTRICAL/ SERVER 101 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 GROUNDSKEEPING 106 JANITOR 105 WASH 107 STORAGE 109 P1 RB1 CS1 RB1 RT1 P1 RB1 FRP1 RB1 CS1 P1 RB1 CP1 P1 SC1 RB1 P1 RB1 SC1 WDW1 P2 P2 P1 RB1 RT1 RB1 SC1 P1 SC1 P1 RB1 SC1 TW1 TR2 CS1 TW1 TR2 CS1 P1 RB1 CS1 WDW1 FRP2 RB1 CG1 CG1 CG1 CG1 COAT CLOSET 100A 2 2 3 3 WDW1 3 4 CP1 TR4 WS2 WS2 5 5 WS1 WS2 5 CG1 FL2 CG1 CG1 TW2 STORAGE 201 MECHANICAL 202 1 1 REVISIONS 9/10/2025 5:22:27 PM FINISH PLANS, SCHEDULES & DETAILS A501 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1/8" = 1'-0" A501 2 FIRST FLOOR FINISH PLAN BASIS-OF-DESIGN MATERIALS LIST SPEC# ITEM NO PRODUCT TYPE MANUFACTURER DESCRIPTION COLOR SIZE NOTES REP CONTACT: BASE 096513 RB1 RESILENT BASE TARKETT JOHNSONITE TRADITIONAL DURACOVE TYPE TP WITH TOE 283 TOAST 6" NICK THIELEMANN, [EMAIL REDACTED] CEILING 095426 AC1 ACOUSTIC PLANK CEILING LINO PLANK LR-M25, PAINTED FACE MATCH P1 1" NRC 0.90, DIRECT ATTACH WITH CLIPS, 1/8" REVEAL DYLAN JOHNSON, [EMAIL REDACTED] FLOOR 096813 CP1 WALK-OFF CARPET TILE PATCRAFT WALK FORWARD, ACCESS 10533 PASSAGE 00500 24" x 24" QUARTER TURN INSTALL ED VEECK, [EMAIL REDACTED] 033543 CS1 CONCRETE SYSTEM STAINED AND POLISHED, CLASS B GRIND (SALT & PEPPER), LEVEL 2 FINISH (400 GRIT) STAIN: AMERIPOLISH WALNUT 096519 RT1 RESILIENT FLOORING TARKETT MINERALITY RUBBER TILE PB4 MARA WG STRAIGHT SET INTALL NICK THIELEMANN, [EMAIL REDACTED] 099123 SC1 SEALED CONCRETE WATER BASED SEALER, MATTE MILLWORK 123623.1 3 PL1 PLASTIC LAMINATE WILSONART 15513, ULTRA MATTE TRACELESS SILK VELVET COUNTERTOP JENNIFER LINDE-WILSON, [EMAIL REDACTED] PL2 PLASTIC LAMINATE FORMICA 5787-NG, NATURAL GRAIN TAUPE WALNUT ALL CABINETS ARE OFOI - SHOWN FOR INTENT ONLY WENDY LEIGH, [EMAIL REDACTED] 123661 SS1 SOLID SURFACE CORIAN SOLID SURFACE ASH AGGREGATE RESTROOM AND AUDIO BOOTH COUNTERTOP QUINN NORTON, [EMAIL REDACTED] MISC. TPAR TOILET PARTITIONS BOBERICK DURALINE SERIES CGL 1080, 58" HIGH, FLOOR MOUNTED OVERHEAD BRACED 0229 FH SILVRETTA ALL PARTITIONS ARE OFOI - SHOWN FOR INTENT ONLY 122413 WS1 WINDOW SHADES MANUAL CLUTCH OPERATED WINDOW SHADE COLOR TBD INCLUDE OPENNESS, FASCIA, AND ALL REQUIRED ACCESSORIES. 122413 WS2 WINDOW SHADES MOTORIZED WINDOW SHADE COLOR TBD INCLUDE OPENNESS, FASCIA, AND ALL REQUIRED ACCESSORIES. COORDINATE WITH ELECTRICAL. TRANSITIONS 093013 TR1 TRANSITION PROFILE SCHLUTER JOLLY, AT WALL/CORNER SATIN NICKEL ANODIZED INCLUDE INSIDE AND OUTSIDE CORNERS CORBAN BRENT, [EMAIL REDACTED] 093013 TR2 TRANSITION PROFILE SCHLUTER DILEX-AHKA, TILE COVE BASE SATIN NICKEL ANODIZED INCLUDE INSIDE AND OUTSIDE CORNERS CORBAN BRENT, [EMAIL REDACTED] 096513 TR3 TRANSITION PROFILE ROPPE #1 COMMERCIAL STAIR NOSING 114 LUNAR DUST ALAN TATE, [EMAIL REDACTED] 096513 TR4 TRANSITION PROFILE ROPPE #21 REDUCER STRIP .080" ALAN TATE, [EMAIL REDACTED] WALL 099123 P1 PAINT SHERWIN-WILLIAMS PROMAR 200 ZERO VOC SATIN FINISH SW7042 SHOJI WHITE FIELD PAINT MAIN LEE GARDNER, [EMAIL REDACTED] 099123 P2 PAINT SHERWIN-WILLIAMS PROMAR 200 ZERO VOC SATIN FINISH SW7048 URBANE BRONZE ACCENT PAINT LEE GARDNER, [EMAIL REDACTED] 099123 P3 PAINT SHERWIN-WILLIAMS PROMAR 200 ZERO VOC SEMI-GLOSS FINISH SW7040 SMOKEHOUSE TRIM PAINT LEE GARDNER, [EMAIL REDACTED] 093013 TW1 TILE WALL BEDROSIANS AREA 51 WHITE 12" x 24" MAIN WALLS, PROVIDE WITH EPOXY GROUT ALMA PAYAN, [EMAIL REDACTED] 093013 TW2 TILE WALL UNITED TILE TRIBECA SAGE GREEN 2.5" x 10" ACCENT, PROVIDE WITH EPOXY GROUT 097200 WDW1 WOOD WALL STIKWOOD PEEL AND STICK WOOD PLANKS RECLAIMED SIERRA SILVER 5"W x 1'-4'L WALL PROTECTION CG1 CORNER GUARD ALL CORNER GUARDS ARE OFOI - SHOWN FOR INTENT ONLY. CH1 CHAIR RAIL SOLID WHITE OAK, EASED EDGES, WITH HIGH DURABILITY CLEAR COAT FINISH STAINED TO MATCH ARCHITECTURAL SAMPLE 3/4" x 6" 066400 FRP1 FIBERGLASS REINFORCED PANEL MARLITE SYMMETRIX SUBWAY, SS917 G63R WHITE PNL W/ GREY GRV 4' x 4' PANEL FINISH EXPOSED EDGES WITH COORDINATING MARLITE SATIN ANODIZED EDGE TRIM TAMARA ALLEN, [EMAIL REDACTED] 066400 FRP2 FIBERGLASS REINFORCED PANEL MARLITE PEBBLED WHITE INCLUDE MATCHING WHITE TRIM. 1/8" = 1'-0" A501 1 SECOND FLOOR FINISH PLAN 1 NO FINISHES IN THIS ROOM. 2 TOILET COMPARTMENTS TO BE OWNER FURNISHED, OWNER INSTALLED. 3 PAINT WALL P2 BEHIND WOOD WALL FINISH WDW1 PRIOR TO INSTALLING. 4 INSTALL FRP2 4'HIGH AND 4' ON EITHER SIDE OF JANITOR SINK. 5 INSTALL MOTORIZED WINDOW SHADES 'WS2' IN CLERESTORY WINDOWS ABOVE. COORDINATE WIRING AND CONTROL LOCATIONS WITH ELECTRICAL. ---PAGE BREAK--- DOOR NOTES FRAME NOTES 1. PAINT FRAMES, SEE NOTES ON FINISH PLAN THRESHOLDS 1. EXTERIOR THRESHOLD HINGES 1. HINGES LOCKS 1. PASSAGE LEVER LOCKSET 2. CLASSROOM LEVER LOCKSET 3. STOREROOM LEVER LOCKSET 4. PRIVACY LEVER LOCKSET 5. BY DOOR MANUFACTURER 6. PANIC EXIT HARDWARE PUSH/PULLS 1. STOREFRONT PUSH/PULL HARDWARE 2. RESTROOM PUSH/PULL HARDWARE CLOSERS 1. DOOR CLOSER HARDWARE STOPS/HOLDS 1. WALL STOP MISCELLANEOUS 1. ALL HARDWARE BY DOOR MANUFACTURER 2. ADA AUTO OPERATOR WEATHERSTRIPPING 1. HEAD AND JAMB WEATHERSTRIPPING HARDWARE NOTES 1. NOT USED GENERAL NOTES 1. PAINT DOORS, SEE NOTES ON FINISH PLAN. 2. WOOD BARN DOOR 106C AND WOOD LOFT DOOR 201 TO BE BY SINGLE MANUFACTURER. APPROVED MANUFACTURERS: A. BARN PROS NATIONWIDE, BARNPROS.COM B. CLASSIC EQUINE EQUIPMENT, CLASSIC-EQUINE.COM C. OTHER MANUFACTURERS SUBMIT FOR PRIOR APPROVAL SHOP SUBMITTALS REQUIRED. ALL DOOR HARDWARE BY MANUFACTURER. DESIGN INTENT IS FOR WOOD DOORS TO BE SAME OR SIMILAR WOOD TO WOOD SIDING. U-FACTOR OF 0.5. ABBREVIATIONS AL ALUMINUM HM HOLLOW METAL IN 1" INSULATED TEMPERED GLAZING T 1/4" TEMPERED GLAZING WD WOOD CLAD ALUMINUM CLAD WOOD FL FLUSH DOOR BD BARN DOOR BF BI-FOLD DOOR OH OVERHEAD DOOR VL VISION LITE DOOR DOOR HARDWARE DOOR TYPES SEE SCHEDULE SCHED SEE SEE SCHEDULE SCHED SEE T SEE SCHEDULE SCHED SEE T FL VL AL FRAME TYPES A STOREFRONT TYPES BF 3'-0" 3'-0" 3'-0" 2" 1'-9" 2" 7'-11" SF5 2" 3'-0" 2" 8 A602 9 A602 10 A602 6'-7" 1'-7" 2" 1'-6" 1" 1'-6" 1" 1'-6" 1" 1'-6" 2" 1'-5 1/2" 1" 1'-5 1/2" 8'-2" OPERABLE AWNING SF6 2" 3'-0" 2" 2" 3'-0" 2" 8 A602 9 A602 10 A602 4 ELECTRIC OPERABLE AWNING UNITS, 2 SOUTH FACING, 2 NORTH FACING 1'-5 1/2" 1" 1'-5 1/2" SF2 2" 1'-8" 2" 8'-0" 2" 2'-4 15/16" 2" 6'-0" 2" 2'-5" 2" 2 A602 4 A602 SF7 9'-0" CL 4'-6" 9'-7" 2'-11" 2" 2'-10" 2" 1'-3" 2'-3" 2" 2'-9" 2" 2'-10" 2" 2'-9" 2" 9 A602 10 A602 8 A602 SF3 8'-0" 2" 1'-8" 2" 2" 3'-0" 2" 2'-6" 2" 8 A602 9 A602 OH ALUMINUM OH GARAGE DOOR GLASS PANELS TOP 2 ROWS METAL PANELS ALL OTHER ROWS 5 A304 10'-0" 6'-0" BD1 SLIDING WOOD BARN DOOR SF4 2" 2'-6" 2" 6'-0" 2" 2" 1'-8" 2" 8'-0" BD2 WOOD LOFT DOOR 6'-0" 10'-0" 7'-0" 3'-0" HM 1 A602 SIM 3 A602 6 A602 5 A602 SF1 2" 2'-8" 2" 6'-0" 2" 2'-8" 2" 2" 1'-8" 2" 8'-0" REVISIONS 9/10/2025 5:22:29 PM DOOR AND WINDOW SCHEDULES AND DETAILS A601 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP DOOR, FRAME AND HARDWARE SCHEDULE DOOR NUMBER ROOM NUMBER ROOM NAME DOOR FRAME HARDWARE SIZE MTL TYPE GLAZE NOTES MTL TYPE NOTES THRES HINGE LOCK PUSH PULL CLOSE STOP HOLD MISC WTHR NOTE S W H T 100 100 VESTIBULE 6'-0" 8'-0" 1 3/4" AL AL IN - AL SF2 - 1 1 6 - 2 - 2 1 - 101 101 FIRE RISER/ ELECTRICAL/ SERVER 3'-0" 7'-0" 1 3/4" HM FL - - HM HM 1 1 1 3 - 1 - - 1 - 102A 102 LOBBY 6'-0" 8'-0" 1 3/4" AL AL T - AL SF1 - - 1 6 1 1 - 2 - - 102B 102 LOBBY 6'-0" 8'-0" 1 3/4" AL AL IN - AL SF4 - - 1 6 1 1 - - - - 103 103 WOMEN'S RESTROOM 3'-0" 7'-0" 1 3/4" WD FL - - HM HM 1 - 1 - 2 1 1 - - - 104 104 MEN'S RESTROOM 3'-0" 7'-0" 1 3/4" WD FL - - HM HM 1 - 1 - 2 1 1 - - - 105 105 JANITOR 3'-0" 7'-0" 1 3/4" WD FL - - HM HM 1 - 1 3 - - 1 - - - 106A 106 GROUNDSKEEPING 3'-0" 7'-0" 1 3/4" HM FL - HM HM 1 1 1 2 - - - - 1 - 106B 106 GROUNDSKEEPING 12'-0" 10'-0" 0" AL OH IN - - - - - - 5 - - - 1 1 - 106C 106 GROUNDSKEEPING 12'-0" 10'-0" 1 3/4" WD BD1 - 2 - - - - 1 - - - - - - - 106D 106 GROUNDSKEEPING 3'-0" 7'-0" 1 3/4" WD FL - - HM HM 1 - 1 - - 1 1 - - - 107 107 WASH 3'-0" 7'-0" 1 3/4" WD FL - - HM HM 1 - 1 4 - - 1 - - - 108A 108 EVENT 3'-0" 8'-0" 1 3/4" AL AL IN - AL SF3 1 1 6 - 1 - - - - 108B 108 EVENT 3'-0" 8'-0" 1 3/4" AL AL IN - AL SF3 - 1 1 6 - 1 - - 1 - 108C 108 EVENT 9'-0" 10'-0" 2" AL BF IN - - - - 1 1 2 - - - - 1 - 108D 108 EVENT 9'-0" 10'-0" 2" WD BF IN - - - - 1 1 2 - - - - 1 - 108E 108 EVENT 9'-0" 10'-0" 2" AL BF IN - - - - 1 1 2 - - - - 1 - 109 109 STORAGE 6'-0" 8'-0" 1 3/4" HM FL - - HM HM 1 - 1 2 - - - - - - 110A 110 SERVING/ WARMING 3'-0" 7'-0" 1 3/4" HM FL - - HM HM - - - - - - - - - - 110B 110 SERVING/ WARMING 6'-0" 8'-0" 1 3/4" HM VL T - HM HM 1 1 1 2 - 1 - - 1 - 201 201 STORAGE 12'-0" 10'-0" 1 3/4" WD BD2 - 2 HM HM 1 - 1 5 - - - 1 - - 202 202 MECHANICAL 3'-0" 7'-0" 1 3/4" WD FL - - HM HM 1 - 1 1 - 1 - - - - ---PAGE BREAK--- WINDOW AS SCHEDULED VAPOR RETARDER PAINTABLE SEALANT INTERIOR FINISH PER SCHEDULE WOOD HEADER PER STRUCTURAL TAPE/SEAL VAPOR RETARDER AIR TIGHT SELF ADHERING AIR AND MOISTURE BARRIER. WRAP INTO OPENING AND OVERLAP VAPOR RETARDER PRE-FINISHED MTL FLASHING - TAPE TO WRB. OMIT AT SF-5, SF-3 SF-2 UNDER BREEZEWAY CANOPY CONTINUOUS INSULATION PER ASSEMBLY VERTICAL SLAT SIDING PRE-FINISHED CLOSURE MTL FLASHING - SET IN SEALANT BEAD BACKER ROD AND URETHANE SEALANT AT PERIMETER BLOCKING TO MATCH THICKNESS OF RIGID INSULATION BACKER ROD AND URETHANE SEALANT AT PERIMETER TYP. 4" 2" PRE-FINISHED MTL J-FLASHING WITH WEEPS - TAPE TO AIR/MOISTURE BARRIER WINDOW PER SCHEDULE BACKER ROD AND URETHANE SEALANT AT PERIMETER BOTH SIDES SHIM AS REQUIRED INTERIOR FINISH PER SCHEDULE CONTINUOUS INSULATION PER ASSEMBLY VAPOR RETARDER - TAPE/SEAL AIR TIGHT TO AIR MOISTURE BARRIER IN OPENING VERTICAL SLAT SIDING SELF ADHERING AIR AND MOISTURE BARRIER - WRAP INTO OPENING AND OVERLAP VAPOR RETARDER PRE-FINISHED METAL CLOSURE TRIM WITH HEMMED END, SET INTO SEALANT BED J-METAL TRIM PAINTABLE SEALANT PT WOOD BLOCKING TO MATCH DEPTH OF CONT. INSULATION 4" ALUMINUM STOREFRONT FRAMING WITH MANUFACTURER SILL CONTINUOUS RIGID INSULATION PER WALL ASSEMBLY PRE-FINISHED METAL FLASHING WITH END DAMS AT SILL AND HEMMED DRIP EDGE SET IN SEALANT BED VERTICAL WOOD SIDING SHIM AS REQUIRED POLYURETHANE SEALANT AT PERIMETER BOTH SIDES PAINTABLE SEALANT INTERIOR FINISH PER SCHEDULE VAPOR RETARDER - TAPE/SEAL AIR TIGHT TO AIR MOISTURE BARRIER IN OPENING WOOD BACKING SELF ADHERING AIR AND MOISTURE BARRIER - WRAP INTO OPENING AND OVERLAP VAPOR RETARDER 4" SERVING/ WARMING 110 VESTIBULE 100 A BACKER ROD AND URETHANE SEALANT AT PERIMETER BOTH SIDES WINDOW PER SCHEDULE SELF ADHERING AIR AND MOISTURE BARRIER - WRAP INTO OPENING AND OVERLAP INTERIOR VAPOR RETARDER VAPOR BARRIER VESTIBULE 100 HEADER. SEE STRUCTURAL GYPSUM BOARD CEILING STOREFRONT WINDOW SOFFIT MATERIAL TO MATCH SIDING. RUN BOARDS PARALLEL TO STOREFRONT DOOR BAT INSULATION DOOR/FRAME AS SCHEDULED BACKER ROD AND URETHANE SEALANT PAINTABLE SEALANT SELF ADHERED AIR/MOISTURE BARRIER, WRAP INTO OPENING AND OVERLAP VAPOR RETARDER PRE-FINISHED MTL FLASHING - TAPE TO AIR/MOISTURE BARRIER CONTINUOUS INSULATION PER ASSEMBLY INTERIOR FINISH PER SCHEDULE VAPOR RETARDER VERTICAL WOOD SIDING CLOSURE METAL SET IN SEALANT BED TAPE /SEAL VB AIRTIGHT BLOCKING MATCH RIGID INSULATION 2" PRE-FINISHED MTL J-FLASHING WITH WEEPS - TAPE TO AIR/MOISTURE BARRIER DOOR PER SCHEDULE BACKER ROD AND URETHANE SEALANT AT PERIMETER BOTH SIDES SHIM AS REQUIRED INTERIOR FINISH PER SCHEDULE CONTINUOUS INSULATION PER ASSEMBLY VAPOR RETARDER - TAPE/SEAL AIR TIGHT TO AIR MOISTURE BARRIER IN OPENING PANEL SIDING SELF ADHERING AIR AND MOISTURE BARRIER - WRAP INTO OPENING AND OVERLAP VAPOR RETARDER. PRE-FINISHED METAL CLOSURE TRIM WITH HEMMED END, SET INTO SEALANT BED J-METAL TRIM PAINTABLE SEALANT VARIES HM FRAME, FINISHED AS SCHEDULED HM FRAME, FINISHED AS SCHEDULED SILENCER OR SOUND GASKET 3 5/8" GYPSUM WALL BOARD - BOTH SIDES SOUND BATT WHERE OCCURS HM FRAME, FINISHED AS SCHEDULED SCHEDULED DOOR PAINTABLE SEALANT PERIMETER BOTH SIDES - TYP SILENCER OR SOUND GASKET WOOD HEADER - REFER TO STRUCTURAL SOUND BATT WHERE OCCURS REVISIONS 9/10/2025 5:22:31 PM STOREFRONT/DOOR DETAILS A602 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 3" = 1'-0" A602 8 STOREFRONT WINDOW HEAD - EXTERIOR 3" = 1'-0" A602 9 STOREFRONT WINDOW JAMB - EXTERIOR 3" = 1'-0" A602 10 STOREFRONT WINDOW SILL - EXTERIOR 3" = 1'-0" A602 6 INTERIOR HOLOW METAL DOOR HEAD 3" = 1'-0" A602 1 EXTERIOR HOLLOW METAL DOOR HEAD 3" = 1'-0" A602 3 EXTERIOR HOLLOW METAL DOOR JAMB 3" = 1'-0" A602 5 INTERIOR HOLLOW METAL DOOR JAMB 3" = 1'-0" A602 4 STOREFRONT WINDOW JAMB AT VESTIBULE 3" = 1'-0" A602 2 STOREFRONT WINDOW HEAD @ VESTIBULE - EXTERIOR ---PAGE BREAK--- A701 8 6 7 9 A701 2 3 5 4 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 29'-6 1/2" 14'-11 1/2" 8'-0" 6'-7" EQ EQ EQ EQ 7'-5" 6'-8" 7'-5" 3'-6" 10'-0" 1'-6" 10'-0" 5'-6" 18" CLR MIN 18" CLR MIN 1 1 7'-4" TW1 TR1 TR2 PT1 PT1 TR2 TR1 TW1 GB1 ND1 TP1 BCS1 TW1 TR1 TR2 TW2 SS1 SC1 GB1 SD1 MR1 TYP TYP TYP ND1 TP1 1 2 10 A701 TR1 TR2 TW1 SD1 PT1 TR1 TR2 TW1 TW2 SS1 SD1 TYP MR1 TYP SC1 TYP GB1 TP1 TYP 1 2 10 A701 A901 4 A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. IF MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6" OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE PROJECT ARCHITECT PRIOR TO CONTINUING WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. SEE SHEET SERIES FOR BUILDING CODE REQUIREMENTS. VERIFY ALL WALL TYPES WITH FLOOR PLANS AND ASSEMBLIES, SEE A100'S FOR INTERIOR WALL/PARTITION ASSEMBLIES AND TYPES. FOR ROOM, WALL BASE, AND CASEWORK FINISHES, SEE A500'S. FOR DOOR AND WINDOW FRAME TYPES, SEE A600'S. FOR CEILING HEIGHTS AND ADDITIONAL INFORMATION, SEE A900'S. ALL DIMENSIONS ARE TO FACE OF STEEL STUD FRAMING UNLESS NOTED OTHERWISE. ALL DOORS ARE SET WITH HINGE SIDE 4" FROM BACK OF DOOR FRAME TO FACE OF ADJACENT WALL FRAMING, UNLESS NOTED OTHERWISE. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS, SHOWER ROOM WALLS AND CEILINGS, AND IMMEDIATELY BEHIND ALL SINKS. PROVIDE FIRE TREATED WOOD BLOCKING IN WALL AS NEEDED FOR ALL MOUNTED EQUIPMENT, CASEWORK, ACCESSORIES, AND HARDWARE PER SPECIFICATION DIVISION 6, SECTION "ROUGH CARPENTRY." COORDINATE WITH WALL TYPES. COORDINATE OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER AND/OR OWNER'S VENDOR. ALL TOILET ACCESSORIES TO BE INSTALLED IN COMPLIANCE WITH ALL ADA REQUIREMENTS. COORDINATE ALL PENETRATIONS WITH RESPECTIVE TRADES AT BOTH RATED AND NON-RATED WALLS, FLOORS, AND CEILINGS. COORDINATE ALL PLUMBING FIXTURES AND FINAL PLUMBING FIXTURE LOCATIONS WITH PLUMBING DRAWINGS AND SPECIFICATIONS. PROVIDE UNDER LAVATORY GUARD AT ALL LOCATIONS WHERE OPEN KNEE SPACE OCCURS AT SINKS. COORDINATE ALL ELECTRICAL FIXTURES AND FINAL ELECTRICAL FIXTURE LOCATIONS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS, INCLUDING LIGHT FIXTURES, SWITCHES, AND OUTLETS. RE A500'S FOR CORNER GUARD AND OTHER WALL PROTECTION LOCATIONS. CORNER GUARDS ARE NOT SHOWN ON ALL ELEVATIONS. AT COUNTERTOP LOCATIONS WITH OPEN KNEE SPACE BELOW, PROVIDE HEAVY DUTY STEEL COUNTERTOP BRACKETS WITH MAXIMUM SPACING OF 3'-0" O.C. GENERAL NOTES ASSEMBLY TYPE (SEE ASSEMBLIES SHEET) ASSEMBLY MODIFIER, PER TYPE ROOM NAME AND NUMBER WINDOW TYPE (SEE A600s) KEYNOTE DRAWING NUMBER SHEET WHERE DRAWN DOOR NUMBER (SEE SHEET A601) DIMENSION TO FACE OF FRAMING DIMENSION TO GRID LINE 101-1 PLAN LEGEND DIRECTION OF VIEW, IF APPLICABLE DIMENSION TO CENTER LINE CL 1 NAME 101 X X 1 X000 SIM DIM# MOUNTING HEIGHT FIXTURE GRAB BAR URINAL TOILET (ADA) URINAL (ADA) SINK (ADA) TOILET TOILET (ADA) GRAB BAR (ADA) TOILET PAPER HOLDER GRAB BAR GRAB BAR GRAB BAR MIRROR TOILET PAPER HOLDER TOILET PAPER HOLDER SINK (ADA) SINK (ADA) A B C C D E1 G H H J K L M N O P Q 18" VERTICAL GRAB BAR 18" VERTICAL GRAB BAR R S 6" MAX TO CENTER FROM ADJACENT WALL 16" - 18" TO CENTER FROM ADJACENT WALL 24" TO RIM ABOVE FINISH FLOOR 17" TO RIM ABOVE FINISH FLOOR 34" MAX TO SINK RIM ABOVE FINISH FLOOR 6" DEEP MAX TOE CLEARANCE 27" HIGH MIN KNEE CLEARANCE 14" TO TOP OF SEAT 17" - 19" TOP OF SEAT 12" TO CENTER FROM ADJACENT WALL 7" - 9" TO CENTERLINE FROM TOILET 33" - 36" TO TOP A.F.F. 36" OUTSIDE TO OUTSIDE 42" OUTSIDE TO OUTSIDE 40" MAX TO BOT OF MIRROR SURFACE 19" MIN. TO CENTER ABOVE FINISH FLOOR 1 1/2" MIN. FROM BOTTOM OF GRAB BAR 39" - 41" FROM WALL 39" - 41" FROM FLOOR NOTE: THIS ELEVATION IS REPRESENTATIVE OF TYPICAL FIXTURE MOUNTING HEIGHTS AND CLEARANCES. REFER TO PLANS FOR FIXTURES TO BE INSTALLED. H P K S Q E1 E2 D N C PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS 4' - 6" 2' - 0" 3' - 0" 3' - 8" 3' - 4" 4' - 0" 5' - 0" MIRROR UNIT PAPER TOWEL DISPENSER TOILET SEAT COVER DISPENSER HAND SOAP DISPENSER ROBE HOOK MOP AND BROOM HOLDER WITH UTILITY SHELF O J M R L A B SINK (ADA) F1 8" DEEP MIN KNEE CLEARANCE F1 G F2 SINK (ADA) F2 11" DEEP MIN KNEE CLEARANCE SINK (ADA) E2 9" HIGH MIN TOE CLEARANCE TR1 TR2 TW1 PT1 PT1 TYP 6'-0" TW1 TR1 TR2 4 A901 TW1 TR1 TR2 GB1 TP1 BCS1 REFERENCE ELEVATIONS AND MATERIALS LIST FOR FINISHES SCHEDULED TRANSITION SOLID SURFACE 'SS1' WITH APRON UNO 2'-1" 34" MAX 27" MIN 17" TO 25" UNDERLAVATORY GUARD AT EXPOSED PIPES FINISH WALL WHERE EXPOSED 6" MAX MIN 9" 7" 4" REVISIONS 9/10/2025 5:22:34 PM ENLARGED PLANS / INTERIOR ELEVATIONS A701 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1/4" = 1'-0" A701 1 ENLARGED FLOOR PLAN - RESTROOMS 1/4" = 1'-0" A701 8 WOMEN'S RESTROOM 103 SOUTH 1/4" = 1'-0" A701 9 WOMEN'S RESTROOM 103 WEST 1/4" = 1'-0" A701 6 WOMEN'S RESTROOM 103 NORTH 1/4" = 1'-0" A701 7 WOMEN'S RESTROOM 103 EAST 1/4" = 1'-0" A701 4 MEN'S RESTROOM 104 SOUTH 1/4" = 1'-0" A701 2 MEN'S RESTROOM 104 NORTH 1/4" = 1'-0" A701 3 MEN'S RESTROOM 104 EAST 1/4" = 1'-0" A701 5 MEN'S RESTROOM 104 WEST NORTH REF TOILET ACCESSORIES SCHEDULE EQ # DESCRIPTION PROVIDED BY NOTES GB1 ADA GRAB BAR SET OFOI PROVIDE BLOCKING AS NEEDED. MR1 FLAT GLASS MIRROR OFOI PROVIDE BLOCKING AS NEEDED. ND1 SANITARY NAPKIN DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. PT1 PAPER TOWEL DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. SC1 SURFACE-MOUNTED TOILET SEAT COVER DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. SD1 SURFACE-MOUNTED SOAP DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. TP1 TOILET TISSUE DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. 1 1/2" = 1'-0" A701 10 BASE CABINET - SINK W/ SOLID SURFACE APRON 1 TOILET PARTITIONS ARE OFOI. SEE MATERIALS LIST ON A501 FOR BASIS-OF-DESIGN PRODUCT. 2 LIGHTS, SEE ELECTRICAL. NOTE: ALL TOILET ACCESSORIES ARE OWNER FURNISHED OWNER INSTALLED. THEY ARE SHOWN FOR REFERENCE ONLY. ---PAGE BREAK--- T REF OVEN OVEN FRZ DW DW TABLE TABLE ICE SERVING/ WARMING 110 A702 7 8 9 10 MW BELOW 22'-6 1/2" 18'-0" 11 11 3'-0" DW OPEN FRP1 PL1 PL2 CLR 2'-6" 8'-0" TYP PL2 1 2 3 P1 10 FRP1 PL1 PL2 2'-10" 3'-0" OPEN 3'-0" 2'-6" 1 4 P1 CLR 2'-6" 10 FRP1 P1 9 PL1 PL2 3'-0" DW FRP1 8'-0" PL2 1 5 6 2 7 3 PL2 14'-5" A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. IF MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6" OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE PROJECT ARCHITECT PRIOR TO CONTINUING WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. SEE SHEET SERIES FOR BUILDING CODE REQUIREMENTS. VERIFY ALL WALL TYPES WITH FLOOR PLANS AND ASSEMBLIES, SEE A100'S FOR INTERIOR WALL/PARTITION ASSEMBLIES AND TYPES. FOR ROOM, WALL BASE, AND CASEWORK FINISHES, SEE A500'S. FOR DOOR AND WINDOW FRAME TYPES, SEE A600'S. FOR CEILING HEIGHTS AND ADDITIONAL INFORMATION, SEE A900'S. ALL DIMENSIONS ARE TO FACE OF STEEL STUD FRAMING UNLESS NOTED OTHERWISE. ALL DOORS ARE SET WITH HINGE SIDE 4" FROM BACK OF DOOR FRAME TO FACE OF ADJACENT WALL FRAMING, UNLESS NOTED OTHERWISE. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS, SHOWER ROOM WALLS AND CEILINGS, AND IMMEDIATELY BEHIND ALL SINKS. PROVIDE FIRE TREATED WOOD BLOCKING IN WALL AS NEEDED FOR ALL MOUNTED EQUIPMENT, CASEWORK, ACCESSORIES, AND HARDWARE PER SPECIFICATION DIVISION 6, SECTION "ROUGH CARPENTRY." COORDINATE WITH WALL TYPES. COORDINATE OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER AND/OR OWNER'S VENDOR. ALL TOILET ACCESSORIES TO BE INSTALLED IN COMPLIANCE WITH ALL ADA REQUIREMENTS. COORDINATE ALL PENETRATIONS WITH RESPECTIVE TRADES AT BOTH RATED AND NON-RATED WALLS, FLOORS, AND CEILINGS. COORDINATE ALL PLUMBING FIXTURES AND FINAL PLUMBING FIXTURE LOCATIONS WITH PLUMBING DRAWINGS AND SPECIFICATIONS. PROVIDE UNDER LAVATORY GUARD AT ALL LOCATIONS WHERE OPEN KNEE SPACE OCCURS AT SINKS. COORDINATE ALL ELECTRICAL FIXTURES AND FINAL ELECTRICAL FIXTURE LOCATIONS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS, INCLUDING LIGHT FIXTURES, SWITCHES, AND OUTLETS. RE A500'S FOR CORNER GUARD AND OTHER WALL PROTECTION LOCATIONS. CORNER GUARDS ARE NOT SHOWN ON ALL ELEVATIONS. AT COUNTERTOP LOCATIONS WITH OPEN KNEE SPACE BELOW, PROVIDE HEAVY DUTY STEEL COUNTERTOP BRACKETS WITH MAXIMUM SPACING OF 3'-0" O.C. GENERAL NOTES A702 5 2 3 4 WASH 107 JANITOR 105 EQ EQ 3'-4" 18" 8 12 13 FRP1 9 PT1 SD1 FRP1 GB1 TP1 9 FRP1 GB1 TP1 9 SC1 8 FRP1 8 9 MR1 14 DIM# MOUNTING HEIGHT FIXTURE GRAB BAR URINAL TOILET (ADA) URINAL (ADA) SINK (ADA) TOILET TOILET (ADA) GRAB BAR (ADA) TOILET PAPER HOLDER GRAB BAR GRAB BAR GRAB BAR MIRROR TOILET PAPER HOLDER TOILET PAPER HOLDER SINK (ADA) SINK (ADA) A B C C D E1 G H H J K L M N O P Q 18" VERTICAL GRAB BAR 18" VERTICAL GRAB BAR R S 6" MAX TO CENTER FROM ADJACENT WALL 16" - 18" TO CENTER FROM ADJACENT WALL 24" TO RIM ABOVE FINISH FLOOR 17" TO RIM ABOVE FINISH FLOOR 34" MAX TO SINK RIM ABOVE FINISH FLOOR 6" DEEP MAX TOE CLEARANCE 27" HIGH MIN KNEE CLEARANCE 14" TO TOP OF SEAT 17" - 19" TOP OF SEAT 12" TO CENTER FROM ADJACENT WALL 7" - 9" TO CENTERLINE FROM TOILET 33" - 36" TO TOP A.F.F. 36" OUTSIDE TO OUTSIDE 42" OUTSIDE TO OUTSIDE 40" MAX TO BOT OF MIRROR SURFACE 19" MIN. TO CENTER ABOVE FINISH FLOOR 1 1/2" MIN. FROM BOTTOM OF GRAB BAR 39" - 41" FROM WALL 39" - 41" FROM FLOOR NOTE: THIS ELEVATION IS REPRESENTATIVE OF TYPICAL FIXTURE MOUNTING HEIGHTS AND CLEARANCES. REFER TO PLANS FOR FIXTURES TO BE INSTALLED. H P K S Q E1 E2 D N C PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS 4' - 6" 2' - 0" 3' - 0" 3' - 8" 3' - 4" 4' - 0" 5' - 0" MIRROR UNIT PAPER TOWEL DISPENSER TOILET SEAT COVER DISPENSER HAND SOAP DISPENSER ROBE HOOK MOP AND BROOM HOLDER WITH UTILITY SHELF O J M R L A B SINK (ADA) F1 8" DEEP MIN KNEE CLEARANCE F1 G F2 SINK (ADA) F2 11" DEEP MIN KNEE CLEARANCE SINK (ADA) E2 9" HIGH MIN TOE CLEARANCE ASSEMBLY TYPE (SEE ASSEMBLIES SHEET) ASSEMBLY MODIFIER, PER TYPE ROOM NAME AND NUMBER WINDOW TYPE (SEE A600s) KEYNOTE DRAWING NUMBER SHEET WHERE DRAWN DOOR NUMBER (SEE SHEET A601) DIMENSION TO FACE OF FRAMING DIMENSION TO GRID LINE 101-1 PLAN LEGEND DIRECTION OF VIEW, IF APPLICABLE DIMENSION TO CENTER LINE CL 1 NAME 101 X X 1 X000 SIM 1/4" = 1'-0" A702 6 ENLARGED FLOOR PLAN - SERVING/WARMING REVISIONS 9/10/2025 5:22:38 PM ENLARGED PLANS / INTERIOR ELEVATIONS A702 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1/4" = 1'-0" A702 7 SERVING/WARMING - NORTH 1/4" = 1'-0" A702 8 SERVING/WARMING - EAST 1/4" = 1'-0" A702 9 SERVING/WARMING - SOUTH 1/4" = 1'-0" A702 10 SERVING/WARMING - WEST 1/4" = 1'-0" A702 1 ENLARGED FLOOR PLAN - WASH 107/JANITOR 105 1/4" = 1'-0" A702 2 WASH 107 NORTH 1/4" = 1'-0" A702 3 WASH 107 EAST 1/4" = 1'-0" A702 4 WASH 107 SOUTH 1/4" = 1'-0" A702 5 WASH 107 WEST TOILET ACCESSORIES SCHEDULE EQ # DESCRIPTION PROVIDED BY NOTES GB1 ADA GRAB BAR SET OFOI PROVIDE BLOCKING AS NEEDED. MR1 FLAT GLASS MIRROR OFOI PROVIDE BLOCKING AS NEEDED. ND1 SANITARY NAPKIN DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. PT1 PAPER TOWEL DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. SC1 SURFACE-MOUNTED TOILET SEAT COVER DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. SD1 SURFACE-MOUNTED SOAP DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. TP1 TOILET TISSUE DISPENSER OFOI PROVIDE BLOCKING AS NEEDED. 1 ALL CABINETRY OFOI. SHOWN FOR REFERENCE ONLY. PROVIDE ANY REQUIRED CLEARANCES. COORDINATE WITH REQUIRED APPLIANCES. 2 B.O.D. DOUBLE WALL OVEN, WHIRLPOOL MODEL #WOED5030L. OFOI. 3 B.O.D. DISHWASHER, WHIRLPOOL MODEL #WDF550SAHB. OFOI. 4 B.O.D. UNDERCOUNTER ICE CUBER, PRODIGY MODEL #CU3030. OFOI. 5 B.O.D. REACH-IN 1-DOOR FREEZER, NEXEL MODEL #WB243009. OFOI. 6 B.O.D. REACH-IN 2-DOOR REFRIGERATOR, NEXEL MODEL #WB243008. OFOI. 7 B.O.D. COUNTERTOP MICROWAVE, WHIRLPOOL MODEL #WMC50522HS. OFOI. 8 SHOWER INSERT, SEE PLUMBING. COORDINATE REQUIRED ROUGH OPENING DIMENSIONS. 9 RUBBER WALL BASE OVER FRP. 10 PROVIDE REQUIRED KNEE AND TOE CLEARANCE SIMILAR TO DETAIL 10/A701. 11 B.O.D. 60x30 TABLE WITH UNDERSHELF, GLOBAL INDUSTRIAL MODEL #WB319056. OFOI. 12 JANITOR SINK, SEE PLUMBING. 13 WATER HEATER, SEE PLUMBING. 14 LIGHT, SEE ELECTRICAL. NOTE: ALL TOILET ACCESSORIES ARE OWNER FURNISHED OWNER INSTALLED. THEY ARE SHOWN FOR REFERENCE ONLY. ---PAGE BREAK--- DN 6 A703 1:12 24'-2" 9'-1 1/2" STAGE 108A 7 A703 MIN 2'-11 3/4" A703 9 8 A703 10 A703 C 3 AUDIO BOOTH 108B 9'-0" 3'-0" 6'-1" A801 2 SIM A801 1 SIM FIRST FLOOR 100'-0" 7" 1'-0" RESILIENT FLOORING RUBBER STAIR NOSING WALL BASE AS SCHEDULED 7" FIRST FLOOR 100'-0" 4'-5" WOOD WALL FINISH, EXTEND BEHIND WALL BASE AND HANDRAIL WALL BASE AS SCHEDULED RAMP 1" 7 1/4" 1" 1" WDW1 WDW1 1'-0" 3'-3" 3'-0" 4'-5" WDW1 1 2 2 3 4 FIRST FLOOR 100'-0" 2'-1" RICHELIEU 24" CONCEALED FLAT BRACKET, OR SIM. INSTALL PER MANUFACTURER'S DIRECTIONS. REFERENCE ELEVATIONS AND MATERIALS LIST FOR FINISHES 1.5" SOLID SURFACE FLOATING COUNTERTOP 'SS1' WITH MATCHING 4" 1 1/2" PROVIDE WOOD WALL CAP. STAIN TO MATCH 'CH1'. SEALANT - BOTH SIDES. 6 3/4" 1" 1" 1" 4'-3" CHAIR RAIL 2'-6" WALL BASE AS SCHEDULED FIRST FLOOR 100'-0" RESILIENT FLOORING RUBBER STAIR NOSING WALL BASE AS SCHEDULED 7" 7" ASSEMBLY TYPE (SEE ASSEMBLIES SHEET) ASSEMBLY MODIFIER, PER TYPE ROOM NAME AND NUMBER WINDOW TYPE (SEE A600s) KEYNOTE DRAWING NUMBER SHEET WHERE DRAWN DOOR NUMBER (SEE SHEET A601) DIMENSION TO FACE OF FRAMING DIMENSION TO GRID LINE 101-1 PLAN LEGEND DIRECTION OF VIEW, IF APPLICABLE DIMENSION TO CENTER LINE CL 1 NAME 101 X X 1 X000 SIM A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. IF MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6" OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE PROJECT ARCHITECT PRIOR TO CONTINUING WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. SEE SHEET SERIES FOR BUILDING CODE REQUIREMENTS. VERIFY ALL WALL TYPES WITH FLOOR PLANS AND ASSEMBLIES, SEE A100'S FOR INTERIOR WALL/PARTITION ASSEMBLIES AND TYPES. FOR ROOM, WALL BASE, AND CASEWORK FINISHES, SEE A500'S. FOR DOOR AND WINDOW FRAME TYPES, SEE A600'S. FOR CEILING HEIGHTS AND ADDITIONAL INFORMATION, SEE A900'S. ALL DIMENSIONS ARE TO FACE OF STEEL STUD FRAMING UNLESS NOTED OTHERWISE. ALL DOORS ARE SET WITH HINGE SIDE 4" FROM BACK OF DOOR FRAME TO FACE OF ADJACENT WALL FRAMING, UNLESS NOTED OTHERWISE. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS, SHOWER ROOM WALLS AND CEILINGS, AND IMMEDIATELY BEHIND ALL SINKS. PROVIDE FIRE TREATED WOOD BLOCKING IN WALL AS NEEDED FOR ALL MOUNTED EQUIPMENT, CASEWORK, ACCESSORIES, AND HARDWARE PER SPECIFICATION DIVISION 6, SECTION "ROUGH CARPENTRY." COORDINATE WITH WALL TYPES. COORDINATE OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER AND/OR OWNER'S VENDOR. ALL TOILET ACCESSORIES TO BE INSTALLED IN COMPLIANCE WITH ALL ADA REQUIREMENTS. COORDINATE ALL PENETRATIONS WITH RESPECTIVE TRADES AT BOTH RATED AND NON-RATED WALLS, FLOORS, AND CEILINGS. COORDINATE ALL PLUMBING FIXTURES AND FINAL PLUMBING FIXTURE LOCATIONS WITH PLUMBING DRAWINGS AND SPECIFICATIONS. PROVIDE UNDER LAVATORY GUARD AT ALL LOCATIONS WHERE OPEN KNEE SPACE OCCURS AT SINKS. COORDINATE ALL ELECTRICAL FIXTURES AND FINAL ELECTRICAL FIXTURE LOCATIONS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS, INCLUDING LIGHT FIXTURES, SWITCHES, AND OUTLETS. RE A500'S FOR CORNER GUARD AND OTHER WALL PROTECTION LOCATIONS. CORNER GUARDS ARE NOT SHOWN ON ALL ELEVATIONS. AT COUNTERTOP LOCATIONS WITH OPEN KNEE SPACE BELOW, PROVIDE HEAVY DUTY STEEL COUNTERTOP BRACKETS WITH MAXIMUM SPACING OF 3'-0" O.C. GENERAL NOTES 1/4" = 1'-0" A703 5 ENLARGED FLOOR PLAN - AUDIO BOOTH 1 1/2" = 1'-0" A703 8 AUDIO BOOTH - 01 1 1/2" = 1'-0" A703 10 AUDIO BOOTH - STAIR 1/4" = 1'-0" A703 1 ENLARGED FLOOR PLAN - STAGE REVISIONS 9/10/2025 5:22:39 PM ENLARGED PLANS / INTERIOR ELEVATIONS A703 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1 1/2" = 1'-0" A703 6 STAGE - STAIR 1 1/2" = 1'-0" A703 7 RAMP - 01 1/4" = 1'-0" A703 9 INTERIOR ELEVATION - RAMP 1 CONTINUE WALL BASE UP RAMP, AROUND END OF WALL, AND PROVIDE MATCHING RUBBER STRINGER AT STEPS ON OPPOSITE SIDE. 2 PROVIDE 1"x1" BLACK L-TRIM AT ALL OUTSIDE CORNERS OF WOOD WALL FINISH. 3 WOOD WALL CAP. 4 INSTALL HANDRAIL ON TOP OF WOOD WALL FINISH AND ENSURE ALL REQUIRED CLEARANCES ARE PROVIDED. ---PAGE BREAK--- A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. VERIFY ALL FIELD CONDITIONS AND DIMENSIONS IN FIELD. IF MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6" OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE PROJECT ARCHITECT PRIOR TO CONTINUING WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. VERIFY WALL TYPES WITH FLOOR PLANS AND ASSEMBLIES. RE: A100'S FOR INTERIOR WALL/PARTITION ASSEMBLIES AND TYPES. FOR ROOM, WALL BASE, AND CASEWORK FINISHES, RE: A500'S. FOR DOOR AND WINDOW FRAME TYPES, RE: A600'S. FOR CEILING HEIGHTS AND ADDITIONAL INFORMATION, RE: A900'S. COORDINATE ALL PLUMBING FIXTURES AND FINAL PLUMBING FIXTURE LOCATIONS WITH PLUMBING DRAWINGS AND SPECIFICATIONS. PROVIDE UNDER LAVATORY GUARD AT ALL LOCATIONS WHERE OPEN KNEE SPACE OCCURS AT SINKS. COORDINATE ALL ELECTRICAL FIXTURES AND FINAL ELECTRICAL FIXTURE LOCATIONS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS, INCLUDING LIGHT FIXTURES, SWITCHES, AND OUTLETS. PROVIDE FIRE TREATED WOOD BLOCKING IN WALL AS NEEDED FOR ALL MOUNTED EQUIPMENT, CASEWORK, ACCESSORIES, AND HARDWARE PER SPECIFICATION DIVISION 6, SECTION "ROUGH CARPENTRY." COORDINATE WITH WALL TYPES. COORDINATE OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER AND/OR OWNER'S VENDOR. RE A500'S FOR CORNER GUARD AND OTHER WALL PROTECTION LOCATIONS. CORNER GUARDS ARE NOT SHOWN ON ALL ELEVATIONS. FOR ALL CASEWORK DETAILS, REFER TO A.W.I. REFERENCES AND STANDARDS. ALIGN UPPER CABINET SECTIONS WITH BASE CABINET SECTIONS, TYPICAL. PROVIDE GROMMETS IN ALL WORKSTATION COUNTERTOPS. COORDINATE LOCATIONS WITH DATA AND POWER, RE: ELECTRICAL DRAWINGS. PROVIDE 1" FILLER PANEL AT HINGE SIDE OF CASEWORK WHEN ADJACENT TO WALLS. PROVIDE FINISHED END PANEL AT ALL LOCATIONS WHERE CABINET END IS EXPOSED TO ROOM OR OPEN KNEE SPACE. AT COUNTERTOP LOCATIONS WITH OPEN KNEE SPACE BELOW, PROVIDE HEAVY DUTY STEEL COUNTERTOP BRACKETS WITH MAXIMUM SPACING OF 3'-0" O.C. GENERAL NOTES P2 CH1 4'-3" P1 WDW1 P1 3 TW2 TR2 P2 WDW1 P2 P2 P2 1 CH1 4'-3" P1 P1 4 4 2 2 5 5 12'-0" 120° 12'-5" 120° 6 REVISIONS 9/10/2025 5:22:41 PM INTERIOR ELEVATIONS A800 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP # KEYNOTES 1/4" = 1'-0" A800 3 EVENT 108 EAST 1/4" = 1'-0" A800 1 LOBBY 102 NORTH 1/4" = 1'-0" A800 2 LOBBY 102 WEST 1/4" = 1'-0" A800 4 EVENT 108 NORTH 1 PAINT WALL P2 BEHIND WOOD WALL FINISH WDW1 PRIOR TO INSTALLING. 2 TV. OWNER FURNISHED OWNER INSTALLED. 3 ALIGN WOOD EXTENT WITH CEILING TRANSITION. PROVIDE BLACK J-TRIM TO FINISH EDGE OF WOOD PANELING. 4 VERTICAL TRIM MATCHING CHAIR RAIL. ALIGN WITH STRUCTURAL BEAM ABOVE. 5 CONTINUE WALL BASE UP RAMP, ACROSS STAGE, AND PROVIDE MATCHING RUBBER STRINGER AT STEPS. 6 INSTALL HANDRAIL ON TOP OF WOOD WALL FINISH AND ENSURE ALL REQUIRED CLEARANCES ARE PROVIDED. ---PAGE BREAK--- P2 CH1 4'-3" 1 2 P2 P1 P2 4'-3" CH1 P2 1 CH1 SS1 P1 A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. VERIFY ALL FIELD CONDITIONS AND DIMENSIONS IN FIELD. IF MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6" OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE PROJECT ARCHITECT PRIOR TO CONTINUING WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. VERIFY WALL TYPES WITH FLOOR PLANS AND ASSEMBLIES. RE: A100'S FOR INTERIOR WALL/PARTITION ASSEMBLIES AND TYPES. FOR ROOM, WALL BASE, AND CASEWORK FINISHES, RE: A500'S. FOR DOOR AND WINDOW FRAME TYPES, RE: A600'S. FOR CEILING HEIGHTS AND ADDITIONAL INFORMATION, RE: A900'S. COORDINATE ALL PLUMBING FIXTURES AND FINAL PLUMBING FIXTURE LOCATIONS WITH PLUMBING DRAWINGS AND SPECIFICATIONS. PROVIDE UNDER LAVATORY GUARD AT ALL LOCATIONS WHERE OPEN KNEE SPACE OCCURS AT SINKS. COORDINATE ALL ELECTRICAL FIXTURES AND FINAL ELECTRICAL FIXTURE LOCATIONS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS, INCLUDING LIGHT FIXTURES, SWITCHES, AND OUTLETS. PROVIDE FIRE TREATED WOOD BLOCKING IN WALL AS NEEDED FOR ALL MOUNTED EQUIPMENT, CASEWORK, ACCESSORIES, AND HARDWARE PER SPECIFICATION DIVISION 6, SECTION "ROUGH CARPENTRY." COORDINATE WITH WALL TYPES. COORDINATE OWNER FURNISHED EQUIPMENT, ACCESSORIES, AND FURNITURE WITH OWNER AND/OR OWNER'S VENDOR. RE A500'S FOR CORNER GUARD AND OTHER WALL PROTECTION LOCATIONS. CORNER GUARDS ARE NOT SHOWN ON ALL ELEVATIONS. FOR ALL CASEWORK DETAILS, REFER TO A.W.I. REFERENCES AND STANDARDS. ALIGN UPPER CABINET SECTIONS WITH BASE CABINET SECTIONS, TYPICAL. PROVIDE GROMMETS IN ALL WORKSTATION COUNTERTOPS. COORDINATE LOCATIONS WITH DATA AND POWER, RE: ELECTRICAL DRAWINGS. PROVIDE 1" FILLER PANEL AT HINGE SIDE OF CASEWORK WHEN ADJACENT TO WALLS. PROVIDE FINISHED END PANEL AT ALL LOCATIONS WHERE CABINET END IS EXPOSED TO ROOM OR OPEN KNEE SPACE. AT COUNTERTOP LOCATIONS WITH OPEN KNEE SPACE BELOW, PROVIDE HEAVY DUTY STEEL COUNTERTOP BRACKETS WITH MAXIMUM SPACING OF 3'-0" O.C. GENERAL NOTES 1 WOOD WALL CAP. 2 CONTINUE WALL BASE UP PLATFORM AND PROVIDE MATCHING RUBBER STRINGER AT STEPS. REVISIONS 9/10/2025 5:22:42 PM INTERIOR ELEVATIONS / CASEWORK DETAILS A801 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/4" = 1'-0" A801 2 EVENT 108 SOUTH 1/4" = 1'-0" A801 1 EVENT 108 WEST # KEYNOTES ---PAGE BREAK--- SD SD VS VS VS WF VS PS SD REF FRZ CEILING MATERIAL CEILING HEIGHT ADDITIONAL NOTES EXP - EXPOSED STRUCTURE AND DECK - DO NOT PAINT LIGHTING - SEE ELECTRICAL HVAC REGISTERS - SEE MECHANICAL ADDITIONAL NOTES REFLECTED CEILING LEGEND 1. 2. NOT USED. NOT USED. ACT VARIES NOTES GYP - GYPSUM BOARD CEILING - PAINT P1 LINO PLANK LR-M25 AC1 A. B. C. D. E. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. FOR ALL ROOM FINISH INFORMATION, RE: A500’S. COORDINATE WITH THE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ITEMS TO BE PROVIDED AT THE CEILING PLANE. COORDINATE WITH THE MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THE LOCATION AND PHYSICAL SIZES OF ALL CEILING GRILLS, DIFFUSERS, FIXTURES, CANS, AND RELATED ITEMS. COORDINATE ALL DECORATIVE LIGHT FIXTURE HEIGHTS AND LOCATIONS WITH INTERIOR DESIGNER PRIOR TO INSTALL. PROVIDE 1'-0" OF ADDITIONAL CORD LENGTH TO ALLOW FOR FINE ADJUSTMENTS ON SITE GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 B C D E 13 14 16 3 A301 1 A301 15 17 G 5 A301 A F 4 A301 GYP 10'-0" GYP 10'-0" GYP 8'-0" GYP 8'-0" GYP 9'-0" GYP 9'-0" GYP 10'-0" WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 LOBBY 102 SERVING/ WARMING 110 VESTIBULE 100 FIRE RISER/ ELECTRICAL/ SERVER 101 EVENT 108 STORAGE 109 GROUNDSKEEPING 106 WASH 107 JANITOR 105 GYP 8'-0" AC1 SLOPED AC1 SLOPED GYP 8'-0" GYP 8'-0" 2 A901 3 A901 SIM 2 A301 2 A110 6 A305 10 A305 SIM VARIES EXPOSED VARIES EXPOSED GYP 8'-0" 2 2 2 1 3 4 5 5 6 7 8 8 6 7 3 A901 SIM 3 A901 SIM 4 A901 SOFFIT T&G 10'-0" 1 2 3 4 5 6 B C D 1 A301 5 A301 A 4 A301 2 A301 64'-0" GYP SLOPED GYP SLOPED SEE PLAN FOR HEIGHT SEE PLAN FOR HEIGHT EXTEND WALL TO BOTTOM OF DECK GYPSUM BOARD SOUND ATTENUATING BATT INSULATION AT RESTROOM F A VESTIBULE 100 T&G WOOD SOFFIT WOOD TRIM 1X4 GLUE LAM BEAM SEE STRUCT HEADER SEE STRUCT BATT INSULATION HEADER SEE STRUCT GYPSUM WALL BOARD CEILING SEE PLAN FOR HEIGHT SEE PLAN FOR HEIGHT REVISIONS 9/10/2025 5:22:46 PM REFLECTED CEILING PLANS & DETAILS A901 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HART DRAWN BY I HOFF REVIEWED BY I RUPP 1/8" = 1'-0" A901 5 FIRST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" A901 1 SECOND FLOOR REFLECTED CEILING PLAN 1" = 1'-0" A901 2 EXTERIOR SOFFIT DETAIL 1" = 1'-0" A901 3 INTERIOR SOFFIT DETAIL 02 # KEYNOTES 1 WOOD BEAMS, TYP, SEE STRUCTURAL. BEAMS TO BE STAINED TO MATCH ARCHITECT'S SAMPLE WHERE EXPOSED. ANY EXPOSED HARDWARE INCLUDING NUTS AND BOLTS TO BE PAINTED 'P2.' ANY SURFACE MOUNTED CONDUIT ON BEAM TO BE PAINTED 'P2.' 2 CHANDELIER, COORDINATE WITH ELECTRICAL. CENTER BETWEEN BEAMS. PROVIDE BLOCKING AT CEILING RIDGE TO ALLOW FOR CANOPY TO SIT FLAT. PAINT ANY EXPOSED SIDES OF BLOCKING 'P1.' 3 SURFACE MOUNTED LIGHTS, SEE ELECTRICAL. CENTER ON BEAM. 4 ACOUSTIC PLANK FINISH 'AC1' DIRECTLY INSTALLED TO ROOF DECK PER MANUFACTURER'S STANDARD DETAIL PROVIDE 1/8" MIN REVEAL BETWEEN ALL PLANKS AT ALL SIDES. 5 STOP ACOUSTIC PLANK IN ALIGNMENT WITH EDGE OF CUPOLA OPENING, TYP AT ALL SIDES. PROVIDE FACTORY FINISHED EDGEBAND WHERE SIDE OF PLANK IS EXPOSED. 6 ANY SURFACE MOUNTED CONDUIT ON PAINTED CEILINGS IN THIS ROOM TO BE PAINTED 'P1.' 7 ALL EXPOSED SPRINKLER PIPES AND COMPONENTS IN THIS ROOM TO BE PAINTED 'P1.' 8 ALL EXPOSED DUCTS IN THIS ROOM AND ANY HANGERS OR ASSOCIATED COMPONENTS TO BE PAINTED 'P1.' 1" = 1'-0" A901 4 INTERIOR SOFFIT DETAIL ---PAGE BREAK--- # FIRE STOPPING DETAIL NOTES H Y D GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y. Z. AA. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13, 2019 EDITION, IFC 2018, LOCAL FIRE AND BUILDING DEPARTMENTS. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM SHOWING ALL REQUIRED PIPING, OFFSETS, SPRINKLERS, RISERS AND DROPS. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION AND BUILDING DEPARTMENTS. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE FIRE PROTECTION SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND COMPLYING WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, AND ALL STATE AND LOCAL REGULATIONS. APPROVAL OF THE COMPLETE SYSTEM SHALL BE OBTAINED FROM THE AUTHORITIES HAVING JURISDICTION, AND A COPY OF SAME SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE FOR DELIVERY TO THE OWNER. RESTORE ALL DEVICES, FINISHES, ETC. DAMAGED OR ALTERED DURING CONSTRUCTION TO AN ACCEPTABLE CONDITION AS DETERMINED BY THE OWNER, ARCHITECT AND/OR ENGINEER. CONTRACTOR SHALL SCHEDULE ALL SHUTDOWNS THAT AFFECT UTILITIES AND PORTIONS OF THE BUILDING THAT MUST REMAIN IN OPERATION WITH THE OWNER. PROVIDE AND INSTALL SPRINKLERS OF THE PROPER TEMPERATURE RATING AND TYPE PER NFPA 13. PROVIDE AND INSTALL VALVES OF THE PROPER TYPE, UL LISTED, AND PRESSURE RATING PER NFPA 13. COORDINATE INSTALLATION OF ALL ELECTRICALLY SUPERVISED VALVES, HORN/STROBE, ETC. WITH THE ELECTRICAL AND ALARM CONTRACTORS. PROVIDE AND INSTALL A HYDRAULIC PLACARD WITH THE HYDRAULIC DESIGN DATA FOR EACH ZONE RISER OR SYSTEM CALCULATED. PROVIDE AND INSTALL A SIGN WITH RAISED LETTERS FOR THE FDC PER NFPA 13. PROVIDE AND INSTALL AUX DRAINS AND VALVES AS REQUIRED FOR PROPER DRAINING OF THE SYSTEM. COORDINATE SPRINKLERS AND PIPING LOCATIONS WITH DUCTWORK, PIPING, LIGHTING FIXTURES, DIFFUSERS, ETC. AS REQUIRED. ISOLATE, DRAIN AND REFILL EXISTING PIPING SYSTEM AS REQUIRED TO ACCOMMODATE INSTALLATION OF NEW WORK. HANGER INSTALLATION AND SPACING SHALL BE IN ACCORDANCE WITH NFPA 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORING AND DRILLING AS REQUIRED, COORDINATE WITH THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL SUBMIT SIZE AND LOCATION OF ALL BEAM PENETRATIONS TO THE STRUCTURAL ENGINEER FOR REVIEW AND DETAIL. WHERE PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS, SLEEVES SHALL BE SEALED WITH A FIRE STOP MATERIAL THAT IS UL LISTED AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER'S UL LISTED INSTALLATION TO MAINTAIN THE FIRE RATING OF THE PENETRATED WALL OR FLOOR. SLEEVES THROUGH WALL AND FLOOR SHALL BE SCH 10 GALVANIZED PIPE. ALL SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS SHALL BE APPROVED INDICATING TYPE. THIS LOCATION IS A SEISMIC DESIGN CATEGORY CALCULATE THE SPRINKLER SYSTEM LOAD BASED ON A HORIZONTAL ACCELERATION OF .35G (F=.35W) OR GREATER AS REQUIRED. ALL PIPING 2" AND SMALLER SHALL BE SCH 40. PIPING 2 1/2" AND LARGER SHALL BE SCH 10 PIPE WITH GROOVED FITTINGS. ALL DRY OR PRE-ACTION SYSTEM PIPING SHALL BE SCHEDULE 40 WITH THREADED FITTINGS FOR PIPING 2" AND SMALLER. PIPING 2 1/2" AND LARGER SHALL BE SCHEDULE 10 WITH GROOVED FITTINGS. GROOVED PIPE COUPLINGS SHALL BE PAINTED. SPRINKLER CONTRACTOR TO COORDINATE WITH OTHER TRADES TO PREVENT CONFLICT WITH OTHER BUILDING SYSTEMS. ANY INSTALLATION WITHOUT PRIOR COORDINATION IS SUBJECT TO REMOVAL AND REINSTALLATION AT THE INSTALLING CONTRACTOR'S EXPENSE. COORDINATE SPRINKLER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING ITEMS AND MAKE MODIFICATIONS TO SUIT. SPRINKLERS INSTALLED IN CEILINGS OF FINISHED AREAS SHALL BE SYMMETRICAL IN RELATION TO CEILING SYSTEM COMPONENTS AND CENTERED IN THE CEILING TILE. # KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY SITE UTILITY CONTRACTOR. SEE SITE UTILITY PLAN. 8" TRANSITION COUPLING. 8" CLASS 52 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER BUILDING FOOTING AND THROUGH FLOOR SLAB. FIRE SERVICE ENTRANCE AND RISER. FDC AND HORN/STROBE ASSEMBLY. FIRE HYDRANT. POINT OF OUTSIDE HYDRANT FLOW LOCATION FOR CALCULATIONS. POINT OF KNOWN WATER SUPPLY. FASTENER AS REQUIRED FASTENER AS REQUIRED FASTENER AS REQUIRED SYMBOL SYMBOL SYMBOL SCHEDULE 40 PIPE AFCON SWIVEL FITTING OR EQUAL AFCON FAST CLAMP OR EQUAL NOTE: ALL BRACE PIPING SHALL BE SCHEDULE 40 FASTENER AS REQUIRED SCHEDULE 40 PIPE AFCON SWAY BRACE FITTING OR EQUAL AFCON FAST CLAMP OR EQUAL AFCON FAST CLAMP OR EQUAL AFCON SWIVEL FITTING OR EQUAL AFCON SWIVEL FITTING OR EQUAL AFCON FAST CLAMP OR EQUAL SCHEDULE 40 PIPE SCHEDULE 40 PIPE AFCON FAST CLAMP OR EQUAL OR SYMBOL OR CONC. FLOOR SLAB METAL PIPE OR CONDUIT METAL PIPE THROUGH A FIRE RATED GYPSUM WALL ASSEMBLY 1 3 6 5 4 2 7 5 6 3 4 1. 2. 3. 4. 5. 6. 7. GYPSUM WALL ASSEMBLY. SLEEVE. PENETRATING PIPE. FORMING MATERIAL PACKED. INTUMESCENT FIRESTOP SEALANT. MINIMUM 1/2" BEAD INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. CONCRETE FLOOR - CEILING ASSEMBLY. NOTE: PROVIDE UL LISTED PIPE STOPPING SYSTEM IN SUBMITTALS. ALL SPRINKLERS SHALL BE CENTERED WITH 1" OF CENTER POINTS OF CEILING TILES. (QUARTER POINTS ARE ACCEPTABLE AS SHOWN ON PLANS) 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 6" SPRINKLER CROSS MAIN SPRINKLER BRANCHLINE OVERHEAD GARAGE DOOR UPRIGHT SPRINKLER ABOVE GARAGE DOOR SIDEWALL SPRINKLER BELOW GARAGE DOOR GARAGE DOOR TRACK SUPPORT GARAGE DOOR TRACK SPRINKLER DRAIN SYMBOL DESCRIPTION PENDENT SPRINKLER, PLAN - ELEVATION UPRIGHT SPRINKLER, PLAN - ELEVATION SIDEWALL SPRINKLER, PLAN - ELEVATION TAMPER SWITCH FLOW SWITCH FIRE PROTECTION ABBREVIATIONS PRESSURE SWITCH FIRE DEPARTMENT CONNECTION, SIAMESE HORN/STROBE ASSEMBLY FIRE SPRINKLER WET SYSTEM RISER FIRE HYDRANT FL GR GALV SF FDC AUX SCH N.C. FLANGED GROOVED GALVANIZED SQUARE FEET FIRE DEPARTMENT CONNECTION AUXILIARY EXISTING SCHEDULE NORMALLY CLOSED FIRE SPRINKLER WET SYSTEM PIPE F FIRE SPRINKLER DRY SYSTEM PIPE F-D FIRE SPRINKLER DRAIN PIPE D FIRE PROTECTION LEGEND TS FS PS F PIPE SLOPE IFC 2021 REQUIRED FIRE-FLOW: 1,000 GPM @ 20 PSI FOR 2 HOURS AVAILABLE FIRE-FLOW 2,255 GPM @ 20 PSI WATER SUPPLY INFORMATION 45 STATIC PRESSURE: PITOT PRESSURE: 65 GPM FLOWING PSI PSI WITH 1,001 STATION 51 A SHIFT - NICHOLS BY: 05/10/2025 DATE: RESIDUAL PRESSURE: PSI 55 FLOW HYDRANT:# SE-207 LOCATION: 960 S MAIN ST. STAR, ID 1. 2. 3. 4. 5. HYDRAULIC CALCULATIONS REQUIRED: HYDRAULICALLY CALCULATE THE MOST DEMANDING LIGHT HAZARD ; 1500 SF AT .10 GPM/SF AND 100 GPM OUTSIDE HOSE ALLOWANCE. HYDRAULICALLY CALCULATE THE MOST DEMANDING ORDINARY GROUP 1 ; 1500 SF AT .15 GPM/SF AND 250 GPM OUTSIDE HOSE ALLOWANCE. NOTES: CALCULATED DEMAND INCLUDING HOSE STREAM REQUIREMENTS SHALL FALL NO LESS THAN 10 PSI BELOW THE AVAILABLE WATER SUPPLY CURVE. NO REDUCTIONS FOR QUICK RESPONSE SPRINKLERS WILL BE ALLOWED. VELOCITIES SHALL NOT EXCEED 20 FT/SEC IN ANY PIPE. INCREASING HYDRAULIC DESIGN AREA BY 30% FOR AREAS WITH ROOF SLOPE GREATER THAN 2:12. INCREASE HYDRAULIC DESIGN AREA BY 30% FOR DRY SYSTEMS. EXISTING RIVERHOUSE EXISTING RIVER SHED CITY OF STAR EVENT CENTER CONSTRUCTION: TYPE V-B OCCUPANCY: A-3 10,427 SQ. FT. S MAIN STREET 10" MAIN 8" MAIN 1 3 2 4 6 F 5 7 16d COMMON NAILS EACH END SOLID WOOD MEMBER 4X_DF OR SP #2 OR BETTER ERICO HANGER RING OR EQUAL MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" 8" STEEL N.A. 12 12 15 15 15 15 15 15 15 NOTES: 1. 2. 3. UNSUPPORTED BETWEEN THE END SPRINKLER ON A BRANCH AND THE LAST HANGER SHALL NOT BE GREATER THAN 12". THE LENGTH OF AN UNSUPPORTED ARM OVER MUST NOT BE GREATER THAN 12". ALL HANGERS LOCATED WITHIN 12" OF THE LAST SPRINKLER ON A BRANCH LINE OR ARMOVER MUST BE FITTED WITH A SURGE SUPPRESSOR OR EQUIVALENT. MAXIMUM LENGTH OF UNSUPPORTED 36" FOR 1" 48" FOR 1-1/4" 60" FOR 1-1/2" MAX. ARM OVER WITHOUT SUPPORT: 24" FOR STEEL PIPE THEN EXTEND HERE GREATER THAN 36" FOR 1" GREATER THAN 48" FOR 1-1/4" GREATER THAN 60" FOR 1-1/2" OR LARGER TJI ERICO HANGER RING OR EQUAL TJI 1/2" x 3" LAG SCREW 3/8" THREADED ROD 3-1/2" MAX. DIAMETER PIPE 48" MAX 3/8" THREADED ROD 3-1/2" MIN. 3-1/2" MAX. DIAMETER PIPE 5/8" DIAMETER MACHINE BOLT WITH NUT AND WASHER SYMBOL: SYMBOL: REVISIONS 9/10/2025 9:57:07 AM FIRE PROTECTION SITE PLAN, NOTES & DETAILS F001 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I KOPP DRAWN BY I POWELL REVIEWED BY I BINGHAM NORTH REF FIRE PROTECTION SHEET INDEX F001 FIRE PROTECTION SITE PLAN, NOTES & DETAILS F100 FIRE PROTECTION FIRST FLOOR PLANS F101 FIRE PROTECTION SECOND FLOOR PLANS F200 FIRE PROTECTION SECTIONS & DETAILS NOT TO SCALE F001 6 SWAY BRACING DETAIL NOT TO SCALE F001 4 FIRE STOPPING PENETRATION DETAILS NOT TO SCALE F001 3 SPRINKLER HEAD IN CENTER PLACEMENT NOT TO SCALE F001 2 TYPICAL SPRINKLER AT OVERHEAD DOOR 120 60 0 SCALE IN FEET SCALE: 1" = 60'-0" 1" = 60'-0" F001 1 FIRE PROTECTION SITE PLAN NOT TO SCALE F001 5 FIRE SPRINKLER PIPE HANGER DETAILS ---PAGE BREAK--- DN REF OVEN OVEN FRZ DW DW TABLE TABLE ICE GENERAL NOTES A. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM SHOWING ALL REQUIRED PIPING, OFFSETS, SPRINKLERS, RISERS AND DROPS. SYMBOL HAZARD DES. DENSITY-GPM/SF LIGHT 0.10 ORDINARY GROUP 1 0.15 NOTE: HAZARD SYMBOLS AT ROOM NAMES INDICATE NEW SPRINKLER AND PIPE AS REQUIRED FOR THESE AREAS. LH OH 1 HAZARD CLASSIFICATION SCHEDULE B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 LOBBY 102 FIRE RISER/ ELECTRICAL/ SERVER 101 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 STORAGE 109 SERVING/ WARMING 110 EVENT 108 WASH 107 GROUNDSKEEPING 106 JANITOR 105 5 F200 2 F200 1 F200 VESTIBULE 100 AUDIO BOOTH 108B F STAGE 108A LH LH LH LH LH LH OH 1 OH 1 OH 1 OH 1 4" F-D 4" F-D 3" F 4" F 4" F 3" F 3" F F200 3 F200 4 LH 1 2 3 9 5 6 7 10 11 8 8 8 8 3" F 4 F001 2 4" F 2" F 2" F 2" F 2" F-D 2" F-D 2" F-D 2" F-D 2" F-D 2" F-D 4" F 10 UP TO FAR MAIN FOR SECOND FLOOR 2" F COAT CLOSET 100A LH 2" F 2" F 2" F 4" F 2" F 2" F 2" F 2" F 4" F 2" F 2" F 4 2" F 2" F 2" F 2" F 2" F 4" F-D 4" F-D 9 2" F 2" F 2" F 4 UP TO BRANCH LINE (TYPICAL). 12 12 12 UP TO BRANCH LINE (TYPICAL). 13 10 14 2" D 2" D 15 # KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. FIRE SPRINKLER SYSTEM WATER SERVICE ENTRANCE AND RISER. FDC AND HORN/STROBE ASSEMBLY. SPRINKLERS NOT REQUIRED IN NON-COMBUSTIBLE CONCEALED SPACES. PROVIDE HIGH TEMPERATURE SPRINKLER HEAD NEAR UNIT HEATERS PER NFPA 13. SPRINKLERS SHALL BE INSTALLED AT THE TOP OF THE STAIRWELL AND UNDER THE FIRST LANDING. ANY EXPOSED PIPING SHALL BE TIGHT TO STRUCTURE. PROVIDE DRY PENDENT SPRINKLER IN ENTRY VESTIBULE. SPRINKLE UNDER OVERHEAD DOOR. COMBUSTIBLE EXTERIOR OVERHANG WIDER THAN 4'-0" TO BE PROTECTED BY DRY SYSTEM. COORDINATE SPRINKLER LOCATIONS IN AREAS WHERE SOFFITS/LOWER CEILINGS CREATE OBSTRUCTIONS (TYPICAL OF ALL). PROVIDE AUXILIARY DRAINS AT LOCATIONS WHERE TRAPPED PIPING REQUIRES. (TYPICAL OF ALL). PROVIDE PROPER CLEARANCES AND ROUTE FIRE SPRINKLER PIPING AT ELECTRICAL EQUIPMENT AS REQUIRED BY NATIONAL ELECTRIC CODE. SLOPE PIPE MINIMUM 1/4" PER 10 FEET BACK TO DRAIN. ROUTE PIPE HIGH AS POSSIBLE (TYPICAL). AUXILIARY DRAIN TO DRUM DRIP IN ROOM. PIPE DRUM DRIP DRAIN TO EXTERIOR. AUXILIARY DRAIN TO DRUM DRIP IN RISER ROOM. PIPE DRUM DRIP DRAIN TO EXTERIOR. PROVIDE DRY PENDENT SPRINKLER AT ENTRY SOFFIT FED FROM THE DRY SYSTEM. REVISIONS 9/10/2025 9:57:12 AM FIRE PROTECTION FIRST FLOOR PLANS F100 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I KOPP DRAWN BY I POWELL REVIEWED BY I BINGHAM 1/8" = 1'-0" F100 1 FIRE PROTECTION FIRST FLOOR PLAN NORTH REF 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" ---PAGE BREAK--- GENERAL NOTES A. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM SHOWING ALL REQUIRED PIPING, OFFSETS, SPRINKLERS, RISERS AND DROPS. SYMBOL HAZARD DES. DENSITY-GPM/SF LIGHT 0.10 ORDINARY GROUP 1 0.15 NOTE: HAZARD SYMBOLS AT ROOM NAMES INDICATE NEW SPRINKLER AND PIPE AS REQUIRED FOR THESE AREAS. LH OH 1 HAZARD CLASSIFICATION SCHEDULE # KEYNOTES 1. 2. 3. 4. 5. SPRINKLERS SHALL BE INSTALLED AT THE TOP OF THE STAIRWELL AND UNDER THE FIRST LANDING. ANY EXPOSED PIPING SHALL BE TIGHT TO STRUCTURE. PROVIDE HIGH TEMPERATURE SPRINKLER HEAD NEAR UNIT HEATERS PER NFPA 13. PROVIDE PROPER CLEARANCES AND ROUTE FIRE SPRINKLER PIPING AT ELECTRICAL EQUIPMENT AS REQUIRED BY NATIONAL ELECTRIC CODE. PROVIDE SPRINKLER IN SKYLIGHT. PROVIDE UPRIGHT SPRINKLER UNDER DUCT WORK AND MECHANICAL EQUIPMENT. B C D E A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 5 F200 2 F200 MECHANICAL 202 STORAGE 201 1 F200 OH 1 OH 1 4" F 4" F 4" F EVENT 108 1 2" F 2" F 2 DN TO 4" MAIN DN TO RISER DN TO 4" FAR MAIN 2" F 3 4" F 3" F 3" F 3" F 3" F 2" F 2" F 2" F 2" F 2" F 2" F 4" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F 2" F DOWN TO MAIN (TYPICAL). DOWN TO MAIN (TYPICAL). 4 4 3 LH 5 2" F 2" F 2" F 2" F 2" F REVISIONS 9/10/2025 9:57:16 AM FIRE PROTECTION SECOND FLOOR PLANS F101 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I KOPP DRAWN BY I POWELL REVIEWED BY I BINGHAM NORTH REF 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0" F101 1 FIRE PROTECTION SECOND FLOOR PLAN ---PAGE BREAK--- SYMBOL HAZARD DES. DENSITY-GPM/SF LIGHT 0.10 ORDINARY GROUP 1 0.15 NOTE: HAZARD SYMBOLS AT ROOM NAMES INDICATE NEW SPRINKLER AND PIPE AS REQUIRED FOR THESE AREAS. LH OH 1 HAZARD CLASSIFICATION SCHEDULE GENERAL NOTES A. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM SHOWING ALL REQUIRED PIPING, OFFSETS, SPRINKLERS, RISERS AND DROPS. FIRST FLOOR 100'-0" T.O.W. 01 114'-0" Roof 128'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 STORAGE 201 MECHANICAL 202 GROUNDSKEEPING 106 LOBBY 102 EVENT 108 OH 1 OH 1 OH 1 LH 2" F LH 2" F 4" F 4" F-D 2" F 2" F 2" F SECOND FLOOR 112'-0" T.O.W. 02 125'-0" PEAK - LOW ROOF 117'-6" 4" F EXPOSED TJI SOLID WOOD BLOCKING FULL DEPTH OF JOIST CHANNEL OF GYP. COORDINATE WITH G.C. (TYPICAL). COMBUSTIBLE CONCEALED SPACE. FILL WITH INSULATION COORDINATE WITH G.C. (TYPICAL). TJI JOIST WITH GYP. 2" F 2" F 2" F 2" F 2" F PROVIDE SPRINKLERS IN SKYLIGHTS PROVIDE SPRINKLERS IN SKYLIGHTS FIRST FLOOR 100'-0" T.O.W. 01 114'-0" Roof 128'-0" B C D E G A F EVENT 108 STAGE 108A 3" F 3" F LH 6" / 1'-0" 6" / 1'-0" 3" F 3" F 3" / 1'-0" 2" F SECOND FLOOR 112'-0" T.O.W. 02 125'-0" PEAK - LOW ROOF 117'-6" GYP ATTACHED TO SIP PANEL. WOOD ATTACHED TO SIP PANEL. 2" F 2" F 2" F 2" F FIRST FLOOR 100'-0" T.O.W. 01 114'-0" Roof 128'-0" B C D E G A F 4" F 4" F STORAGE 201 GROUNDSKEEPING 106 MEN'S RESTROOM 104 OH 1 OH 1 LH 2" F 2" F 6" / 1'-0" 6" / 1'-0" 4" F WOMEN'S RESTROOM 103 LH LH 4" F 2" F FIRE RISER/ ELECTRICAL/ SERVER 101 2" F 2" F 4" F 3" / 1'-0" SECOND FLOOR 112'-0" T.O.W. 02 125'-0" PEAK - LOW ROOF 117'-6" PROVIDE SOLID WOOD BLOCKING COORDINATE WITH GC (TYPICAL). COMBUSTIBLE CONCEALED SPACE. FILL WITH INSULATION COORDINATE WITH GC (TYPICAL). PROVIDE SPRINKLER PROTECTION AT ROOF LEVEL (TYPICAL). 2" F EXPOSED TJI LH PIPES AS HIGH AS POSSIBLE (TYPICAL). TJI JOIST WITH GYP. # RISER DETAIL KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 6" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY SITE UTILITY CONTRACTOR. SEE CIVIL SITE UTILITY PLAN. 6" TRANSITION COUPLING. CONCRETE THRUST BLOCK WITH MEGA-LUG RESTRAINT. 6" CLASS 51 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER BUILDING FOOTING AND THROUGH FLOOR SLAB. 10" GALV. STEEL SLEEVE THROUGH FLOOR, SEAL ANNULAR SPACE WITH WATERPROOF MASTIC. 6" FL. X GR. FLANGE ADAPTER. PRESSURE GAUGE 6" DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY WITH BFG AND TAMPER SWITCHES. 6" GR ISOLATION VALVE WITH TAMPER SWITCH (TYPICAL). 6" COMMERCIAL RISER MANIFOLD WITH PRESSURE RELIEF, PRESSURE GAUGE, AND MAIN DRAIN. 2" GALV MAIN TEST AND DRAIN LINE. PERMANENTLY AFFIXED HYDRAULIC DESIGN INFORMATION SIGN PER NFPA 13. SPARE SPRINKLER HEAD CABINET WITH WRENCH, QUANTITY AS REQUIRED. 4" GR CHECK VALVE. 4" X 2-1/2" 2-WAY POLISHED BRASS FDC WITH WALL PLATE BRANDED "AUTO SPKR." BRANDING AND KNOX LOCKING CAP(S). FDC IS TO BE LOCATED NOT LESS THAN 18" AND NOT MORE THAN 48" ABOVE GROUND. 1/2" DRAIN FROM BALL DRIP. HORN/STROBE. COORDINATE WITH ELECTRICAL. 4" DRY SYSTEM VALVE WITH TRIM. GENERAL AIR MAINTENANCE DEVICE AMD-1 (OR EQUAL). ECS AG-675 NITROGEN GENERATION SYSTEM. 6" X 4" GR CONCENTRIC REDUCER. 2" BRASS SWING CHECK VALVE. FIRST FLOOR 100'-0" T.O.W. 01 114'-0" 5 6 7 3 8 9 10 11 12 13 20 14 16 18 19 4" DRY MAIN TO CANOPY 4" WET MAIN TO SECOND FLOOR 4" WET MAIN TO FIRST FLOOR TS TS TS 4 21 SECOND FLOOR 112'-0" 1 3/8" / 1'-0" 21 21 22 PS PS FIRST FLOOR 100'-0" T.O.W. 01 114'-0" F 4" WET MAIN TO SECOND FLOOR 4" DRY MAIN TO CANOPY 11 16 15 1 2 4 3 4 5 6 18 17 DO NOT INSTALL FITTING UNDER FOOTING 5'-0" SECOND FLOOR 112'-0" REVISIONS 9/10/2025 9:57:23 AM FIRE PROTECTION SECTIONS & DETAILS F200 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I KOPP DRAWN BY I POWELL REVIEWED BY I BINGHAM 1/8" = 1'-0" F200 5 FIRE PROTECTION BUILDING SECTIONS 1/8" = 1'-0" F200 2 FIRE PROTECTION BUILDING SECTIONS 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0" F200 1 FIRE PROTECTION BUILDING SECTIONS 1/2" = 1'-0" F200 4 FIRE RISER DETIAL 1/2" = 1'-0" F200 3 FIRE RISER DETAIL 4 2 0 SCALE IN FEET SCALE: 1/2" = 1'-0" 4 2 0 SCALE IN FEET SCALE: 1/2" = 1'-0" ---PAGE BREAK--- CW HW SCW SS AW V AV CD D F FND RWL OFL CR NG CO/WCO FCO GCO S=.XXX S G SYMBOL DESCRIPTION SYMBOL DESCRIPTION DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER CIRC. SOFT COLD WATER SANITARY SEWER ACID WASTE VENT ACID VENT CLEANOUT/ WALL CLEANOUT FLOOR CLEANOUT GRADE CLEANOUT CONDENSATE DRAIN DRAIN FIRE SERVICE WATER FOUNDATION DRAINAGE RAIN WATER LEADER OVERFLOW RAIN LEADER CONDENSATE RETURN SLOPE DOWN IN DIRECTION OF FLOW NATURAL GAS SHUTOFF VALVE GATE VALVE BALL VALVE BUTTERFLY VALVE GLOBE VALVE GAS SHUT-OFF COCK SWING CHECK VALVE SPRING CHECK VALVE STRAINER WATER OUTLET (TYPE INDICATED) BACKFLOW PREVENTER (TYPE INDICATED) SLEEVE (PIPE) THRU WALL OR FLOOR FLEX CONNECTOR (TYPE INDICATED) HOSE END DRAIN VALVE PRESSURE REDUCING VALVE TEMPERATURE & PRESSURE RELIEF VALVE AUTOMATIC AIR VENT DIELECTRIC UNION UNION AUTOMATIC FLOW BALANCING VALVE DIAL THERMOMETER PRESSURE GAUGE - PROVIDE WITH PIGTAIL FOR STEAM PIPE ANCHOR SOLENOID VALVE L.P. VALVE ECCENTRIC PLUG BALANCING VALVE VALVE IN RISER TEE UP TEE DOWN ELBOW UP ELBOW DOWN PIPE CAP PIPE DRAIN & CAP CONNECT TO EXISTING NEW PIPING EXISTING PIPING PIPING TO BE REMOVED DE A T P X DISCONNECT FROM EXISTING PLUMBING LEGEND HWC GENERAL PLUMBING NOTES A. REVIEW ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL PLANS THOROUGHLY TO BECOME FAMILIAR WITH THIS PROJECT. ALL PLANS AND ALL SPECIFICATIONS COMPRISE ONE DOCUMENT OF WHICH THESE SHEETS ARE ONLY A PART. B. PIPING SHOWN IS DIAGRAMMATIC ONLY. ANY MAJOR DEVIATION FROM THESE PLANS SHOULD BE COORDINATED WITH THE ENGINEER OF RECORD BEFORE PROCEEDING. C. ALL NEW PIPING ON MAIN FLOOR SHALL BE CONCEALED IN WALLS, ABOVE CEILING, OR UNDER GROUND UNLESS OTHERWISE NOTED ON THESE PLANS. COORDINATE ROUTING WITH OTHER DISCIPLINES. D. ALL WORK SHALL COMPLY WITH THE CURRENT ACCEPTED EDITION OF THE UPC, NFPA 99 AND ALL APPLICABLE CODES OF LOCAL JURISDICTION. E. SLOPE SOIL PIPE 1/4" PER FOOT IN DIRECTION OF FLOW, UNLESS NOTED OTHERWISE ON PLANS. SLOPE VENT PIPE 1/8" PER FOOT BACK TO FIXTURES. PLUMBING FIXTURE AND CONNECTION SCHEDULE PLAN DESCRIPTION CONNECTIONS CODE COLD HOT WASTE VENT DF-1 ELECTRIC WATER COOLER/BOTTLE FILLER: ELKAY HI-LOW, ADA, FILTERED, 8 GPH, STAINLESS STEEL AND PROVIDE CARRIER. ELECTRICAL CONNECTION TO WATER COOLER - 115V-1PH-60HZ AND FLA 7.0 AMPS. 3/4" - 1-1/2" 1-1/2" FCO FLOOR CLEAN OUT: JAY R SMITH 4021, ADJUSTABLE, CAST IRON WITH NICKLE BRONZE TOP. - - 4" - FD-1 FLOOR DRAIN: JAY R SMITH 2005, ROND TOP WITH FLASHING COLLAR, CAST-IRON WITH CHROME STRAINER AND PROVIDE WITH TRAP PRIMER CONNECTION. - - 2" 2" FD-2 FLOOR DRAIN: JAY R SMITH 2005, ROND TOP WITH FLASHING COLLAR, CAST-IRON WITH CHROME STRAINER WITH FIG 3580 FUNNEL ON STRAINER WITH TRAP PRIMER CONNECTION. - - 2" 2" FS-1 FLOOR SINK: FLOOR SINK, JAY R SMITH 3141, 12.5"x12.5"x6", CAST-IRON, ACID-RESISTANT COATING, SEDITMENT BUCKET, HALF-GRATE. SEE DRAWINGS FOR SIZES. SEE 10/P400 FOR DETAIL. - - 4" 2" GCO GRADE CLEAN OUT: JAYR R SMITH 4221, HEAVY DUTY GRADE, CAST-IRON BODY. - - 4" - HB-1 HOSE BIBB: WOODFORD MODEL 67, NON-FREEZE, AUTO DRAINING, WITH LOOSE KEY VALVE, DOUBLE CHECK BACKFLOW PREVENTER. 3/4" - - - JS-1 JANITORS SINK: FIAT MODEL TSB3000, 24x24 WHITE, MOLDED STONE MOP SINK WITH 3" QUICK DRAIN CONNECTOR, STAINLESS STEEL CAPS ON ALL CURBS. FIAT: FAUCET MODEL 830AA. FIAT: HOSE & BRACKET MODEL 832AA AND MOP HANGER FIAT: MODEL 889CC. 1/2" 1/2" 3" 2" L-1 LAVATORY: KOHLER MODEL K-2005, WALL MOUNT, WHITE, VITREOUS CHINA, 4" CENTERS, WITH MANUAL FAUCET:DELTA COMMERCIAL MODEL 21C413, CHROME, ADA . INCLUDED WITH MV-1 MIXING VALVE, SET AT 105 DEG. MODEL IS PROVIDED WITH CHROME OPEN STRAINER. 1/2" 1/2" 1-1/2" 1-1/2" L-2 LAVATORY: UNDER-MOUNT, KOHLER MODEL K-20000, VITREOUS CHINA, WHITE, ADA COMPLIANT. FAUCET:CHICAGO FAUCETS MODEL EQ-A11A-13ABCP, SINGLE HOLE, CHROME, BATTERY POWERED. INCLUDED WITH INTERNAL MIXING VALVE, SET AT 105 DEG. PROVIDE WITH CHROME OPEN STRAINER. 1/2" 1/2" 1-1/2" 1-1/2" MV-1 MIXING VALVE: WATTS LFUSG-B, ASSE 1070 THERMOSTATIC MIXING VALVE, LEAD FREE BRONZE CONSTRUCTION. 3/8" CW & HW IN. 3/8" CW AND TEMPERED WATER OUT. 1/2" 1/2" - - S-1 HAND SINK: ELKAY LRAD171665PD. 17"x16"x8" SINK WITH 14"x10"x6-3/8" BOWL, 18 GAUGE, 304 STAINLESS, DROP IN, SINGLE BOWL, ADA, WITH 4" CENTER HOLE PATTERN. FAUCET: KOHLER MODEL K-28357, HIGH ARC GOOSENECK, 1.5 GPM FLOW RATE, SINGLE HOLE INSTALLATION, SINGLE ADA HANDLE. PROVIDE WITH MV-1. 1/2" 1/2" 1-1/2" 1-1/2" S-2 KITCHEN SINK: ELKAY LR3122PD. 31"x22"x9-1/8" SINK WITH 28"x16"x7-1/2" BOWL, 18 GAUGE, 304 STAINLESS, DROP IN, SINGLE BOWL, ADA, WITH 4" CENTER HOLE PATTERN. FAUCET: KOHLER MODEL K-28360, SEMI-PRO PULL DOWN, WITH TWO FUNCTION SPRAY, 1.5 GPM FLOW RATE, SINGLE HOLE INSTALLATION, 24" HIGH-10" WIDE GOOSNECK WITH MAGNETIC DOCK, SINGLE ADA HANDLE. PROVIDE WITH MV-1 1/2" 1/2" 1-1/2" 1-1/2" SH-1 ADA TRANSFER SHOWER: BESTBATH MODEL LSS24038A75FTT.V3, WHITE, ONE PIECE FIBERGLASS INSERT, FRONT TRENCH DRAIN, RIGH SIDE FOLD DOWN SEAT, ADA GRAB BARS, LEFT SIDE ADA SHOWER VALVE SYSTEM: SYMMONS MODEL 9605-X-PLR-48-1.5 PRESSURE BALANCING VALVE, 48" MOUNTING GRAB BAR, INTEGRAL SERVICE STOPS, 1.5 GPM HAND SHOWER, 1.5 WALL MOUNT SHOWERHEAD, CHROME FINISH. 1/2" 1/2" 2" 2" T-1 ADA TOILET: KOHLER MODEL K-84325-0, WHITE, WALL MOUNT, 1.28 GPF TOP SPUD WITH FLUSH VALVE: SLOAN MODEL ROYAL 111 SFSM-1.28 1.28 GPF, BATTERY OPERATED WITH TRUE MECHANICAL OVERRIDE BUTTON. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT. PROVIDE WALL CARRIER AND COORINATE IF BACK TO BACK CARRIER IS REQUIRED. SEAT: KOHLER MODEL 4670-SC-0. 1" - 4" 2" T-2 TOILET: KOHLER MODEL K-84325-0, WHITE, WALL MOUNT, 1.28 GPF TOP SPUD WITH FLUSH VALVE: SLOAN MODEL ROYAL 111 SFSM-1.28 1.28 GPF, BATTERY OPERATED WITH TRUE MECHANICAL OVERRIDE BUTTON. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT. PROVIDE WALL CARRIER AND COORINATE IF BACK TO BACK CARRIER IS REQUIRED. SEAT: KOHLER MODEL 4670-SC-0. 1" - 4" 2" TP-1 TRAP PRIMER: ELECTRONIC TRAP PRIMING MANIFOLD, PPP SMP-500-115V, BRASS CONSTRUCTION, FOR USE UP TO FOUR DRAINS. 1/2" - - - U-1 URINAL: KOHLER MODEL K-4991-ET. WHITE, WALL MOUNT, WASHOUT, 0.125 GPF TOP SPUD WITH FLUSH VALVE: SLOAN MODEL ROYAL 186 SFSM-0.125 BATTERY POWERED WITH TRUE MECHANICAL OVERRIDE. 3/4" - 2" 2" VB-1 ICE MAKER VALVE BOX: SIOUX CHIEF MODEL 669-1010. WHITE ABS PLASTIC, NO LEAD VALVE WITH ARRESTER. 1/2" - - - WCO WALL CLEAN OUT: JAY R SMITH 9776, STAINLESS STEEL CONSTRUCTION. SIZES VARY, SEE DRAWINGS FOR SIZES. - - - - SCHEDULE NOTES: 1. ALL EQUIPMENT IN SCHEDULE IS PROVIDED BY AND CONTRACTOR INSTALLED. 2. CONTRACTOR TO PROVIDE ALL STOP VALVES, SHUT-OFF VALVES, FAUCET RISERS, BACKFLOW PREVENTERS, PIPING, FITTINGS AND/OR OTHER VALVES REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL STOP VALVES TO BE QUARTER TURN, ALL FAUCET RISERS TO BE BRAIDED STAINLESS STEEL. 4. ALL P-TRAPS (EXCEPT DRINKING FOUNTAIN) TO BE CHROME PLATED CAST BRASS. ALL BENDS TO BE CHROME PLATED TUBULAR BRASS WITH DIE CAST NUTS AND SHALLOW ESCUTCHEONS. DRINKING FOUNTAIN P-TRAP TO BE PVC. DOMESTIC HW RECIRC PUMP SCHEDULE PLAN MFGR MODEL NO. GPM TOTAL RPM MOTOR POWER WEIGHT LBS REMARKS CODE DEVELOPED HEAD (FT) HP (V/PH/HZ) RP-1 B&G NRF 9U/LW 1 8 2800 41 WATTS 115/1/60 6 1 SCHEDULE NOTES: 1. PROVIDE AQUASTAT/TIMER KIT ON HOT WATER RECIRC LINE. BACKFLOW PREVENTER SCHEDULE PLAN NOTES CODE SERVICE MFGR MODEL TYPE MATERIAL SIZE DCBP-1 DOMESTIC WATER WATTS LF007-S-QT DOUBLE CHECK LEAD FREE COPPER 2" 1 SCHEDULE NOTES: 1. PROVIDE WITH STRAINER, AND PIPE FULL SIZE TO FLOOR SINK WITH AIR GAP. SEE DETAIL 8/P301 FOR PIPING DETAIL. WATER HAMMER ARRESTOR SCHEDULE PLAN SERVICE MFGR MODEL PDI SYMBOL PIPE SIZE FIXTURE CODE UNITS WHA-1 DOMESTIC WATER ZURN Z1700-100 A 3/4" 1-11 WHA-2 DOMESTIC WATER ZURN Z1700-200 B 3/4" 12-32 WHA-3 DOMESTIC WATER ZURN Z1700-300 C 1" 33-60 WHA-4 DOMESTIC WATER ZURN Z1700-400 D 1" 61-113 WHA-5 DOMESTIC WATER ZURN Z1700-500 E 1" 114-154 WHA-6 DOMESTIC WATER ZURN Z1700-600 F 1" 155-330 WATER HEATER SCHEDULE PLAN MFGR MODEL STORAGE INPUT RECOVERY TEMP ELECTRIC NOTES CODE TYPE (GAL) (BT/HR) (GPH) RISE V/PH/HZ WH-1 A.O. SMITH BTH-120 GAS 60 120,000 138 100 D 120/1/60 1, 2 SCHEDULE NOTES: 1. SET WATER HEATER AT 140 DEG. 2. INSTALL XT-1. SEE DETAIL EXPANSION TANK SCHEDULE MARK MFGR MODEL SERVICE LOCATION TYPE TOTAL ACCEPTANCE NOTES VOLUME(GAL) VOLUME(GAL) XT-1 AMTROL ST-12 WH-1 JAN ROOM DIAPHRAGM 6.4 3.2 1, 2 SCHEDULE NOTES: 1. SUSPEND UNITS FROM STRUCTURE ABOVE WITH THREADED RODS. 2. SEE PLUMBING DETAILS 1/P301. REVISIONS 9/10/2025 9:14:49 AM PLUMBING SCHEDULES AND LEGENDS P001 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I WILSON DRAWN BY I WILSON REVIEWED BY I JOHNSON PLUMBING ABBREVIATIONS EXISTING NEW AFF ABOVE FINISHED FLOOR AV ACID VENT AW ACID WASTE BG BELOW GRADE CA COMPRESSED AIR CD CONDENSATE DRAIN CO CLEANOUT CW COLD WATER CX CONNECT TO EXISTING DN PIPE DROP TO NEXT LEVEL F FIRE SERVICE FCO FLOOR CLEANOUT FND FOUNDATION DRAIN GCO GRADE CLEANOUT HW HOT WATER HWC HOT WATER CIRCULATION IDW INDIRECT WASTE IE INVERT ELEVATION IRR IRRIGATION LPG LIQUEFIED PETROLEUM GAS MAX MAXIMUM MIN MINIMUM NC NORMALLY CLOSED (VALVE) NG NATURAL GAS NO NORMALLY OPEN (VALVE) OFL OVERFLOW RAIN LEADER RWL RAIN WATER LEADER SCW SOFT COLD WATER SS SANITARY SEWER TPL TRAP PRIMER LINE UP PIPE RISE TO NEXT LEVEL V VENT VA VALVE VTR VENT THRU ROOF WCO WALL CLEANOUT Timothy Johnson 2025.09.10 09:58:09-06'00' ---PAGE BREAK--- DN GROUNDSKEEPING 106 STORAGE 109 WASH 107 JANITOR 105 LOBBY 102 SERVING/ WARMING 110 EVENT 108 FIRE RISER/ ELECTRICAL/ SERVER 101 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 4" GCO S-2 S-1 FD-1 2" V UP TO 3" VTR FC-2 P202 1 1 2 I.E. = 97' - 6" STARTING I.E = 98'-6" AUDIO BOOTH 108B 1 1/2" FCO 4" VESTIBULE 100 COAT CLOSET 100A V V V V SS SS 4" CD 3/4" S-2 4" 2" SEE CIVIL FOR CONTINUATION. 1 1/4" 3/4" 3/4" CD CD 3/4" B C D A 1 2 3 4 5 6 2" V UP TO 3" VTR AHU-1 AHU-2 3/4" CONDENSATE DOWN TO BELOW FLOOR. MECHANICAL 202 STORAGE 201 2" V UP FROM BELOW REVISIONS 9/10/2025 9:14:50 AM DWV FLOOR PLANS P101 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I WILSON DRAWN BY I WILSON REVIEWED BY I JOHNSON # KEYNOTES 1/8" = 1'-0" P101 1 FIRST FLOOR PLAN - WASTE & VENT 1/8" = 1'-0" P101 2 SECOND FLOOR PLAN - WASTE & VENT 1. RUN CONDENSATE DOWN IN WALL TO TAILPIECE OF SINK. SEE DETAIL 3/P302. 2. CONDENSATE PIPING FROM HVAC UNITS ON MEZZANINE. NORTH REF NORTH REF Timothy Johnson 2025.09.10 09:58:23-06'00' ---PAGE BREAK--- DN GROUNDSKEEPING 106 STORAGE 109 WASH 107 JANITOR 105 WOMEN'S RESTROOM 103 SERVING/ WARMING 110 LOBBY 102 EVENT 108 B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 NG P202 2 2 HB-1 VB-1 HB-1 GAS METER NG CW AUDIO BOOTH 108B 1/2" 3/4" 1" 3/4" 2" 1 1/2" 1 1/4" 1 1/4" 1" S-1 S-2 HW CW CW HW CW S-2 3/4" 3 4 4 1 DCBP-1 3/4" HW CW MV-1 MV-1 MV-1 B C D A 1 2 3 4 5 6 AHU-1 AHU-2 226 MBH 226 MBH 1 1/4" NG DOWN TO FLOOR BELOW. MECHANICAL 202 STORAGE 201 1 1/4" 1 1/4" 4" WATER HEATER INTAKE AND FLUE UP TO ROOF. 4" WATER HEATER INTAKE AND FLUE DOWN TO WH-1. P301 1 REVISIONS 9/10/2025 9:14:53 AM DOMESTIC WATER & GAS FLOOR PLANS P201 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I WILSON DRAWN BY I WILSON REVIEWED BY I JOHNSON 1/8" = 1'-0" P201 1 FIRST FLOOR PLAN - WATER & GAS 1/8" = 1'-0" P201 2 SECOND FLOOR PLAN - WATER & GAS # KEYNOTES 1. DROP DOWN IN WALL TO DCBP-1. INSTALL AT 24" A.F.F. BEHIND ICE MAKER AND PIPE DRAIN TO FLOOR SINK WITH AIR GAP. 2. GAS METER (632 CFH) SEE DETAIL 6/P301. 3. NATURAL GAS UP TO HVAC UNIT ON MEZZANINE. 4. INSTALL HOSE BIBB AT 24" A.F.F. NORTH REF NORTH REF Timothy Johnson 2025.09.10 09:58:39-06'00' ---PAGE BREAK--- M B C D E F 1 2 3 4 GROUNDSKEEPING 106 WASH 107 JANITOR 105 LOBBY 102 FIRE RISER/ ELECTRICAL/ SERVER 101 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 JS-1 2" V UP FD-2 T-1 TP-1 L-1 SH-1 T-1 T-1 FD-1 FD-1 TP-1 TP-1 T-2 T-2 T-2 T-2 U-1 U-1 L-2 L-2 L-2 L-2 3" V UP TO 4" VTR FS-1 FC-4 V 2 2 V DF-1 V 2 P301 1 SS SS SS 1 1/2" 2" 2" 2" 2" FCO FCO 4" VESTIBULE 100 COAT CLOSET 100A FC-1 CD 1/2" 4" 4" 4" SS 4" CD SS V V SS V V SS 4" 4" 3/4" 2" 2" 2" SS 1 1/2" V SS 3 6 CD 1 1/4" 3/4" CD CD 1 1/4" 3/4" CD V 2" SS SS 4" 4" B C D E F 1 2 3 4 GROUNDSKEEPING 106 WASH 107 JANITOR 105 LOBBY 102 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 JS-1 T-1 L-2 SH-1 T-1 T-1 T-2 T-2 T-2 T-2 U-1 U-1 L-2 L-2 L-2 L-2 P301 1 1 RPBP-1 NG GUH-1 GUH-2 30 MBH 30 MBH TP-1 4 5 CW CW 3/4" 3/4" 3/4" 2" 1 1/4" 2" 3/4" 1" 2" 2" 1" 1" 3/4" DF-1 TP-1 TP-1 2" NG NG FIRE RISER/ ELECTRICAL/ SERVER 101 VESTIBULE 100 COAT CLOSET 100A CW CW CW 2" 2" 2" CW 1" CW HW HWC 1/2" 2" 3/4" 1/2" HW CW HWC 1/2" 1" 1" WH-1 (120 CFH) NG 2" 3/4" CW HW HW CW 2" 1/2" 3/4" CW HWC HW MV-1 MV-1 MV-1 MV-1 MV-1 REVISIONS 9/10/2025 9:14:58 AM ENLARGED PLUMBING PLANS P202 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I WILSON DRAWN BY I WILSON REVIEWED BY I JOHNSON 1/4" = 1'-0" P202 1 FIRST FLOOR ENLARGED PLAN - WASTE & VENT 1/4" = 1'-0" P202 2 FIRST FLOOR ENGLARGED PLAN - WATER & GAS # KEYNOTES 1. MANUAL CIRCUIT SETTER. SET AT 1.5 GPM. 2. TRAP PRIMER LINE UNDERSLAB TO FLOOR DRAIN 3. DROP CONDENSATE DOWN ON WALL AND DAYLIGHT TO FLOOR SINK WITH AIR GAP. 4. AFTER SERVING ALL FOUR SINKS. TRANSITION TO 1/2" HWC AND RUN PIPE BACK UP IN WALL TO CEILING SPACE PER PLANS. 5. DROP 3/4" HW DOWN IN WALL AND RUN HW PIPE LOW TO ALL FOUR LAV'S AS TO MEET IECC SECTIONS C404.5, C404.5.1, & C404.5.2. 6. DROP CONDENSATE DOWN IN WALL AND DAYLIGHT TO MOP SINK WITH AIR GAP. NORTH REF NORTH REF Timothy Johnson 2025.09.10 09:58:53-06'00' ---PAGE BREAK--- 2" CW SERVICE TO BUILDING 2" RPBP-1 AGF 2" 4" AIR GAP FS-1 SLEEVE W/ SEALS, TYP NOTE: OBTAIN WATER METERS AND COORDINATE INSTALLATION W/ CITY OF STAR WATER UTILITY DIVISION. 2" WATER MAIN CW COMBO WYE & 1/8 BEND FITTING FINISHED WALL SURFACE SMOOTH ACCESS COVER AND FRAME TREADED CLEANOUT PLUG CLEANOUT TEE WALL CLEAN OUT HUB AND SPIGOT WITH ACCESS COVER CL 1 2 6" MAX NO-HUB CONNECTION FINISHED FLOOR - CONCRETE OR FLOOR COVERING AS REQUIRED CLEANOUT COVER COUNTERSUNK SCREW CLEANOUT PLUG INTERIOR FLOOR CLEANOUT WALL CLEANOUT NO- HUB WITH ACCESS COVER SMOOTH ACCESS COVER AND FRAME FINISHED WALL SURFACE THREADED CLEANOUT PLUG CLEANOUT TEE 6" MAX 1 2 CL 2-WAY GRADE CLEANOUT WASTE LINE 24"x24"x4" SQUARE CONCRETE PAD TROWEL SMOOTH & EDGE BRASS CLEANOUT PLUG W/ COUNTER SUNK HEAD FINISHED GRADE 1. WHERE WCO OCCURS IN SOLID CONCRETE OR GROUTED CMU WALL, USE SLEEVE BETWEEN PIPE AND COVER PLATE TO KEEP ACCESS TO PLUG OPEN. 2. USE EXTENSIONS BETWEEN TEE AND ACCESS COVER AS NEEDED. # DETAIL NOTES PIPING INTO BUILDING SIZE PER PLANS NOTE: CATHODIC PROTECTION AS REQUIRED, TYP GRADE NATURAL GAS MAIN, SEE CIVIL GAS MAIN MAIN SHUTOFF VALVE GAS REGULATOR FROM HIGH PRESSURE TO 12" W.C. GAS METER BY UTILITY COMPANY TRACER WIRE BY UTILITY UTILITY REGULATOR PLUGGED TEE UNION SHUT-OFF VALVE PLUGGED TEE REGULATOR 3/8" X 1 1/4" BOLT PIPE RISER CLAMP FLOOR PIPE SLEEVE. ONE SIZE LARGER THAN PIPE 3/16" X 1 1/4" STEEL BAND MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET COPPER THRU 3/4" NOM. SIZE 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" 8" 5 6 7 8 8 9 10 12 14 16 HILTI HDI OR EQUAL DOMESTIC COLD WATER PIPING PROTECTIVE SHIELD (18 GA. X 12" LONG) INSULATION CLEVIS ASSEMBLY THREADED ROD (SEE SPECS.) 1" COPPER PIPE SOLDER TUBE TO CLAMP 2" X 4" REINFORCING BLOCK COPPERPLATED PIPE CLAMP COPPER TUBE TO FLUSH VALVE ZIP SCREW, TYP EACH END WALL FRAMING, TYP EACH END OF REINFORCING BLOCK INSULATED AS REQUIRED HOLD PIPE TO INTERIOR FACE OF WALL INTERIOR FACE OF WALL SEAL WATER/WEATHER TIGHT FREEZE-PROOF WALL HYDRANT WITH UNION ELBOW, COORDINATE LENGTH OF CASTING SO THAT VALVE IS ON INTERIOR FACE OF WALL. HB-1 DRAIN LINE FOR FLUE CONDENSATE WITH LOOP AND 2' LONG CAPPED 3" PVC SECTION FILLED WITH LAND- SCAPE MARBLE TO FLOOR DRAIN. FLOOR DRAIN SCH 40 PVC INTAKE SCH 40 PVC EXHAUST SEE PLAN WATER HEATER PIPE FULL SIZE TO DRAIN NOTE: ANGLE IRON STAND WITH MINIMUM HEIGHT NECESSARY FOR CONDENSATE DRAINAGE. HOSE END DRAIN VALVE SWING CHECK VALVE HOT WATER CIRCULATION PUMP RP-1. AQUASTAT BALL VALVE, TYP HWC HW XT-1 CW GAS COCK SAFETY RELIEF VALVE DIRT LEG D G CW UNION, TYP 2' - 0" T 30" THERMAL LOOP 4" CPVC EXHAUST WITH GOOSENECK FITTING AND INSECT SCREEN TERMINATE 2'-0" ABOVE ROOF AND MINIMUM 2'-0" FROM INTAKE 4" PVC INTAKE WITH GOOSENECK FITTING AND INSECT SCREEN TERMINATE 2'-0" ABOVE ROOF AND MINIMUM 2'-0" FROM EXHAUST REVISIONS 9/10/2025 9:14:59 AM DETAILS P301 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I WILSON DRAWN BY I WILSON REVIEWED BY I JOHNSON NOT TO SCALE P301 8 WATER SERVICE DETAIL NOT TO SCALE P301 2 CLEANOUT DETAIL NOT TO SCALE P301 6 GAS METER DETAIL NOT TO SCALE P301 9 GAS REGULATOR DETAIL NOT TO SCALE P301 5 RISER CLAMP DETAIL NOT TO SCALE P301 4 PIPE HANGER DETAIL NOT TO SCALE P301 3 RIGID ROUGH-IN AT FLUSH VALVES NOT TO SCALE P301 7 FREEZE-PROOF WALL HYDRANT DETAIL NOT TO SCALE P301 1 CONDENSING WATER HEATER DETAIL Timothy Johnson 2025.09.10 09:59:10-06'00' ---PAGE BREAK--- GAS STOP UNION REDUCING BUSHING IF INLET SIZE IS SMALLER THAN GAS LINE 6" CAPPED DRIP LEG PIPE FLASHING THRU ROOF BY GC GAS PIPE THRU ROOF FROM BELOW GAS DUCT FURNACE, WATER HEATER, UNIT HEATER OR ROOFTOP UNIT ROOF WATER HEATER or UNIT HEATER FLEXIBLE CONNECTION SHALL BE OFFSET 1" TO ALLOW FOR PIPE MOVEMENT REDUCER AS NECESSARY UNION STAINLESS STEEL FLEXIBLE CONNECTION, 12" MAXIUMUM LENGTH, AGA APPROVED GAS INLET PIPE GAS SHUTOFF VALVE, AGA APPROVED DIRT LEG WITH CAP, 6" MINIMUM LENGTH FLOOR NOTE: PIPE CONNECTIONS OF 1-1/4" OR LARGER DO NOT REQUIRE FLEXIBLE CONNECTIONS. INTERIOR UNION REDUCER AS NECESSARY GAS SHUTOFF VALVE, AGA APPROVED GAS INLET PIPE DIRT LEG WITH CAP, 6" MINIMUM LENGTH FLOOR MECHANICAL EQUIPMENT 1" BALL VALVE CHECK VALVE BALL VALVE COMPANION FLANGE, TYP RP-1 3/4" 3/4" AQUASTAT/TIMER KIT CW HW P-TRAP EXPOSED UNDER CABINET IN WALL 3/4" SOFT COPPER TUBE TO FAN COIL UNIT, SEE MECHANICAL FAUCET POP UP DRAIN TAIL PIECE LAVATORY BRANCH TAILPIECE FOR CONDENSATE DRAIN, CHROME PLATED 1 1/4" REVISIONS 9/10/2025 9:14:59 AM DETAILS P302 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit SEPTEMBER 10, 2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I WILSON DRAWN BY I WILSON REVIEWED BY I JOHNSON NOT TO SCALE P302 1 GAS CONNECTION DETAIL NOT TO SCALE P302 2 DOMESTIC CIRCULATION PUMP DETAIL NOT TO SCALE P302 3 CONDENSATE DRAIN CONNECTION Timothy Johnson 2025.09.10 09:59:22-06'00' ---PAGE BREAK--- HEATING WATER SUPPLY HEATING WATER RETURN REFRIGERANT SUCTION LINE REFRIGERANT LIQUID LINE REFRIGERANT HOT GAS LINE HEAT PUMP SUPPLY HEAT PUMP RETURN LOW PRESS. STEAM SUPPLY LOW PRESS. CONDENSATE RETURN GATE VALVE BALL VALVE BUTTERFLY VALVE GLOBE VALVE TRIPLE DUTY VALVE SWING CHECK VALVE STRAINER FLEX CONNECTOR HOSE END DRAIN VALVE PRESSURE REDUCING VALVE SAFETY RELIEF VALVE UNION MOTORIZED TC VALVE / 2-WAY MOTORIZED TC VALVE / 3-WAY ECCENTRIC PLUG BALANCING VALVE VALVE IN RISER TEE UP TEE DOWN ELBOW UP ELBOW DOWN PIPE SIZE CHANGE MANUAL FLOW BALANCING VALVE (CIRCUIT SETTER) AUTOMATIC FLOW BALANCING VALVE PIPE GUIDE PIPE ANCHOR PRESSURE / TEMP. TEST PLUG DIAL THERMOMETER THERMOSTAT/TEMPERATURE SENSOR REVERSE ACTING THERMOSTAT THERMOSTAT/TEMPERATURE SENSOR W/ GUARD ACOUSTICALLY LINED SHEET METAL DUCT MANUAL BALANCING DAMPER FLEX CONNECTOR ACCESS DOORS FIRE DAMPER FIRE/SMOKE DAMPER MOTORIZED DAMPERS TURNING VANE ELBOW HIGH EFFICIENCY BRANCH TAKE-OFF HETO" WITH VOLUME DAMPER & FLEXIBLE DUCT HIGH EFFICIENCY BRANCH TAKE-OFF "HETO" WITH VOLUME DAMPER & RIGID DUCT SUPPLY DIFFUSER, 4-WAY THROW UNLESS INDICATED OTHERWISE FLEXIBLE DUCT) CONNECT NEW WORK TO EXISTING EXISTING HWS HWR RS RL HG HPS HPR LPS LPR T T T T R CONDENSER WATER SUPPLY CWS CONDENSER WATER RETURN CWR RETURN GRILLE P FD AD AD F/SD M SYMBOL DESCRIPTION SYMBOL DESCRIPTION G M A EXHAUST GRILLE RIGID BRANCH DUCT) HUMIDISTAT H CARBON MONOXIDE SENSOR CO CARBON DIOXIDE SENSOR CO2 NITROGEN DIOXIDE SENSOR NO2 MECHANICAL LEGEND PRESSURE GAUGE W/ SNUBBER POINT OF DISCONNECT RELOCATE / RELOCATED CHILLED WATER SUPPLY CHWS CHILLED WATER RETURN CHWR MEDIUM PRESS. STEAM SUPPLY MEDIUM PRESS. CONDENSATE RETURN MPS MPR CONDENSATE DRAIN CD M S-1 (PLAN CODE) 200 (CFM) R-1 (PLAN CODE) 200 (CFM) E-1 (PLAN CODE) 200 (CFM) DIRECTION OF FLOW EXHAUST FAN SCHEDULE PLAN CODE MANUFACTURER MODEL TYPE DRIVE CFM RPM ESP H2O) MOTOR HP SONES POWER (V/PH/HZ) WEIGHT (LBS) NOTES EF-1 GREENHECK SQ-90-VG IN-LINE DIRECT 245 1261 0.313 1/10 5.2 115/1/60 57 1, 2, 3 NOTES: 1) DISCONNECT PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. 2) INSTALL WITH BACKDRAFT DAMPER 3) FURNISH WITH 1" DEFLECTION SPRING ISOLATORS SIZED FOR FAN. GAS FIRED UNIT HEATER SCHEDULE PLAN CODE MANF MODEL FUEL INPUT (MBH) OUTPUT (MBH) CFM ELECTRICAL WEIGHT (LBS) POWER V/PH/HZ MOTOR HP MCA UH-1 MODINE HDS30 NG 30 24.9 505 115/1/60 1/15 3.75 55 UH-2 MODINE HDS30 NG 30 24.9 505 115/1/60 1/15 3.75 55 NOTES: 1) MOUNT AT 10' AFF DIFFUSER & GRILLE SCHEDULE PLAN MFGR MODEL MAX CFM NOMINAL NECK SIZE MATERIAL COLOR/ MOUNTING NC NOTES CODE FACE SIZE FINISH S-1 TITUS 300FL 85 8X8 6X6 ALUMINUM WHITE SURFACE 1,2 S-2 TITUS 300FL 1870 26X26 24X24 ALUMINUM WHITE SURFACE 22 1,2 S-3 TITUS 300FL 425 14X12 12X10 ALUMINUM WHITE SURFACE 21 3 S-4 TITUS S300FL 500 20X8 18X8 ALUMINUM WHITE DUCT 22 4 S-5 TITUS S300FL 600 20X12 18X10 ALUMINUM WHITE DUCT 23 4 S-6 TITUS OMNI-AA 85 12X12 6Ø ALUMINUM WHITE SURFACE - 1,2 R-1 TITUS 350FL 4000 44X38 42X36 ALUMINUM WHITE SURFACE 11 2 R-2 TITUS 350FL 425 20X14 18X12 ALUMINUM WHITE SURFACE - 2 T-1 TITUS 50F 300 12X12 10X10 ALUMINUM WHITE SURFACE - 2 T-2 TITUS 50F 545 20X18 18X16 ALUMINUM WHITE SURFACE - 2 T-3 TITUS 350FL 545 20X18 18X16 ALUMINUM WHITE SURFACE 2 E-1 TITUS 350FL 95 10X8 8X6 ALUMINUM WHITE SURFACE - 1,2 E-2 TITUS 50F 300 12X12 10X10 ALUMINUM WHITE SURFACE - 2,3 E-3 TITUS 350FL 1325 22X22 20X20 ALUMINUM WHITE SURFACE 17 1,2 NOTES: 1. SEE DRAWINGS FOR LOCATIONS OF DAMPERS. 2. PROVIDE DIFFUSER WITH NECESSARY ACCESSORIES FOR SURFACE MOUNTING. 3. PROVIDE WITH OPTIONAL OPPOSED BLADE DAMPER. 4. PROVIDE WITH OPTIONAL AIR SCOOP DAMPER. ELECTRIC UNIT HEATER SCHEDULE PLAN CODE MFGR MODEL ELECTRICAL NOTES KW V/PH/HZ MCA EUH-1 QMARK CWH3404F 3 240/1/60 12.5 1,2,3 EUH-2 QMARK CWH3404F 3 240/1/60 12.5 1,2,3 EUH-3 QMARK CWH3404F 3 240/1/60 12.5 1,2,3 EUH-4 QMARK MUH-0321-PRO 3 240/1/60 12.5 3 NOTES: 1. TAMPER RESISTANT FRONT COVER 2. FURNISH WITH SURFACE MOUNTING FRAME 3. PROVIDE WITH INTEGRAL THERMOSTAT MINI-SPLIT UNIT SCHEDULE PLAN CODE MFGR INDOOR UNIT PLAN CODE OUTDOOR UNIT NOTES MODEL NO. ROOM SERVED FAN CFM OA CFM COOLING HEATING MODEL NO. REFRIGERANT ELEC PWR (V/PH/HZ) MCA MOCP EER2 SEER2 HSPF2 WEIGHT (LBS) CAPACITY @ 95°F (MBTUH) HEATING @ 47°F (MBTUH) FC-1 MITSUBISHI PEAD-AA12NL LOBBY 424 0 12.0 18.0 SHP-1 SUZ-AA12NLHZ R454b 230/1/60 25 42 13.6 17 9.5 115 1,2,3,4,5,6,7 FC-2 MITSUBISHI MSZ-FX18NL STORAGE 392 0 21.5 30.2 SHP-2 MUZ-FX18NLHZ R454b 230/1/60 23 40 13.05 25.05 11.1 119 1,2,3,4,5,6,7 FC-3 MITSUBISHI PLA-AE48NL SERVING/WARMING 1060 140 45.4 54.4 SHP-3 PUZ-AK48NLHZ R454b 230/1/60 35 60 10.5 20.1 9.2 271 1,2,3,4,5,6,7 FC-4 MITSUBISHI PKA-AL18NL SERVER 320 0 18.0 22.0 SHP-4 PUZ-AK18NL R454b 230/1/60 16 27 11.0 19.5 8.9 99 1,2,3,4,5,6,7 SCHEDULE NOTES: 1. PROVIDE WITH WALL MOUNTED THERMOSTAT CONTROLLER FOR SYSTEM CONTROL. 2. PROVIDE FACTORY MOUNTED AND WIRED DISCONNECT SWITCH. 3. EFFICIENCY PROVIDED AT AHRI CONDITIONS 4. AIRFLOW AT MEDIUM SPEED. 5. LOW AMBIENT MODEL. MINIMUM TEMPERATURE FOR HEATING OPERATION: -13 6. PROVIDE WITH BACNET COMPATIBILITY 7. FACTORY PROVIDED CONDENSATE PUMP POWERED BY UNIT ELECTRIC HEATING COIL SCHEDULE PLAN CODE MFGR MODEL DIMENSIONS AIR TEMP ELECTRICAL NOTES WIDTH HEIGHT CFM ENTERING LEAVING KW V/PH MCA DC-1 GREENHECK IDHE 18" 18" 2000 53.3 64.4 7 240/1 29.2 1, 2, 3 1. FLANGE MOUNT 2. FURNISH WITH CONTACTORS 3. FURNISH WITH DISCONNECT SWITCH LOUVER SCHEDULE PLAN CODE MFGR MODEL SERVICE FRAME TYPE SIZE (W"xH") FREE AREA (SF) CFM VELOCITY (FPM) PRESSURE DROP (IN WG) MATERIAL DEPTH NOTES L-1 GREENHECK ESJ-602 INTAKE CHANNEL 102x58 20.75 10,140 489 0.039 ALUMINUM 6" 1, 2 L-2 GREENHECK ESJ-602 EXHAUST CHANNEL 102x58 20.75 10,140 489 0.039 ALUMINUM 6" 1, 2 NOTES: 1. PROVIDE WITH BIRD SCREEN, BOX FRAME TYPE, AND DRAINABLE BLADES. 2. PROVIDE PREFINISHED LOUVER, FINAL COLOR TO BE SELECTED FROM MANUFACTURER'S FULL RANGE COLOR PALETTE. GENERAL NOTES 1. COORDINATE INSTALLATION OF PIPING AND DUCTWORK WITH STRUCTURAL COMPONENTS AND OTHER SYSTEM INSTALLATIONS. CONTRACTOR TO SAW CUT AND CORE DRILL, PATCH AND REPAIR SURFACES AS REQUIRED. 2. COORDINATE EXACT LOCATION OF DIFFUSERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLANS. 3. FLEX DUCT RUN-OUTS LIMITED TO 5'-0" MAXIMUM AND ONLY IN CONCEALED AREAS. 4. DUCT PENETRATIONS THRU ROOF ARE TO BE COORDINATED WITH ROOF FRAMING. REFER TO STRUCTURAL PLANS FOR EXACT LOCATIONS. 5. ALL DUCT DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS. 6. COORDINATE T-STAT LOCATIONS WITH ELECTRICAL. 7. COORDINATE LOCATION OF HVAC EQUIPMENT WITH ALL OTHER TRADES TO MAINTAIN ACCESS AND SERVICE CLEARANCES. 8. AIRFLOWS AND STATIC PRESSURES ARE ACTUAL AT SITE ALTITUDE AND 70F EAT UNLESS OTHERWISE NOTED. 9. MOUNT THERMOSTATS AT 48" ABOVE FINISHED FLOOR AND ON INTERIOR WALLS ONLY. REVISIONS 9/9/2025 4:28:09 PM MECHANICAL SCHEDULES & LEGENDS M001 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON % PERCENT ACFM ACTUAL CFM AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AMP AMPERE (AMP, AMPS) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APD AIR PRESSURE DROP APPROX APPROXIMATE BHP BRAKE HORSEPOWER, BOILER HORSEPOWER BOD BOTTOM OF DUCT BTU BRITISH THERMAL UNIT C COMMON CFM CUBIC FEET PER MINUTE COD CENTER OF DUCT CU FT CUBIC FEET CU IN CUBIC INCH DB DECIBEL DBT DRY-BULB TEMPERATURE DIA DIAMETER EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EWT ENTERING WATER TEMPERATURE EXP EXPANSION F FAHRENHEIT FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT OR FEET GA GAGE OR GUAGE GAL GALLONS GC GENERAL CONTRACTOR GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HGT HEIGHT HP HORSEPOWER HZ FREQUENCY ID INSIDE DIAMETER KW KILOWATT KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE LBS POUNDS LF LINEAR FEET LWT LEAVING WATER TEMPERATURE HVAC ABBREVIATIONS M001 MECHANICAL SCHEDULES & LEGENDS M002 MECHANICAL SCHEDULES M100 HVAC PLAN FIRST FLOOR M101 HVAC PLAN SECOND FLOOR M300 ENLARGED PLANS AND SECTIONS M400 FLOW DIAGRAMS AND DETAILS M401 MECHANICAL DETAILS M500 TC DIAGRAMS MECHANICAL SHEET INDEX MAX MAXIMUM MBH BTU PER HOUR (THOUSAND) MC MECHANICAL CONTRACTOR MIN MINIMUM N/A NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO NUMBER NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIAMETER PD PRESSURE DROP PH PHASE (ELECTRICAL) PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R/O RUN OUT RA RETURN AIR RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SCFM CFM, STANDARD CONDITIONS SH SENSIBLE HEAT SP STATIC PRESSURE SP VOL SPECIFIC VOLUME SPEC SPECIFICATION STD STANDARD SUCT SUCTION T STAT THERMOSTAT TC TEMPERATURE CONTROL TD TEMPERATURE DIFFERENCE TEMP TEMPERATURE TOD TOP OF DUCT TONS TONS OF REFRIGERATION V VOLT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W/ WITH WPD WATER PRESSURE DROP Timothy Johnson 2025.09.10 09:59:44-06'00' ---PAGE BREAK--- SPLIT SYSTEM HEAT PUMP AHU SCHEDULE UNITS SERVED INDOOR AIR HANDLER DATA OUTDOOR UNIT ACCESSORIES MFGR PLAN CODE MODEL TYPE FAN NOMINAL TONS COOLING HEAT PUMP BACKUP HEAT ELECTRICAL WEIGHT (LBS) REFRIGERANT MIN ALLOWABLE SPACE VOLUME (FT3) (NOTE 5) FILTER EFFICIENCY MFGR PLAN CODE MODEL EFFICIENCIES ELECTRICAL WEIGHT (LBS) CFM OA CFM FAN HP/BHP ESP COOLING CAPACITY (BTU/HR) COOLING EAT (DB/WB°F) COOLING LAT (DB/WB°F) HEATING CAPACITY (BTU/HR) OPERATING RANGE (Deg F) TYPE MBH IN/OUT EAT (DB/WB LAT (DB/WB POWER V/PH/HZ MCA MOCP EER IEER COP @ 47°F POWER V/PH/HZ MCA MOCP EVENT AAON AHU-1 CF-011-3-A-GB0C HORIZONTAL 4000 320 5 / 3.27 10 116,000 78.1 / 61.4 53.7 / 51.9 104,000 0 to 62 NG 225.7 / 200.0 50.8 / 48.0 97.1 / 64.9 230/1/60 24 40 1271 R-454B 1117 MERV 13 DAIKIN HP-1 CFA-011-B-A-1 11.3 14.5 3.5 230/1/60 61 80 1069 A, B, C, D EVENT AAON AHU-2 CF-011-3-A-GB0C HORIZONTAL 4000 320 5 / 3.27 10 116,000 78.1 / 61.4 53.7 / 51.9 104,000 0 to 62 NG 225.7 / 200.0 50.8 / 48.0 97.1 / 64.9 230/1/60 24 40 1271 R-454B 1117 MERV 13 DAIKIN HP-2 CFA-011-B-A-1 11.3 14.5 3.5 230/1/60 61 80 1069 A, B, C, D NOTES: 1) HEAT PUMP NOMINAL COOLING CAPACITY BASED ON OUTDOOR AIR TEMPERTURE OF 95 DEG. F AND 80/67 DEG. F. INDOOR TEMPERATURE. 2) HEAT PUMP NOMINAL HEATING CAPACITY BASED ON OUTDOOR AIR TEMPERTURE OF 47 DEG. F AND 70 DEG. F. INDOOR TEMPERATURE. 3) OUTDOOR UNITS SHALL BE MATCHED TO INDOOR AIR HANDLER TO PROVIDE NOMINAL CAPACITY WITHOUT EXCEEDING POWER REQUIREMENTS. 4) OTHER MANUFACTURERS THAT MEET REQUIREMENTS MAY BE ACCEPTABLE, SEE SPECIFICATIONS HEREIN. 5) VALUE BASED ON FACTORY REFRIGERANT CHARGE AND ESTIMATED ADDITIONAL FIELD CHARGE. ACCESSORIES: A) COORDINATE RETURN AIR DUCT SMOKE DETECTOR WITH FIRE ALARM CONTRACTOR. B) UNIT TO HAVE FACTORY PROVIDED SLIDE FILTER RAILS. C) PROVIDE FACTORY STANDARD CONDENSATE PUMP. D) MANUFACTURER'S DISCONNECT. ENERGY RECOVERY VENTILATOR SCHEDULE PLAN CODE MFGR MODEL NO. ER TYPE MOUNTING LOCATION WEIGHT (LBS) O.A. CFM SUPPLY ESP IN. WG SUPPLY TSP IN. WG FRPM SUPPLY MOTOR HP EXHAUST CFM EXHAUST ESP IN. WG EXHAUST TSP IN. WG FRPM EXHAUST MOTOR HP V/HZ/PHASE MCA MOCP(A) NOTES ERV-1 GREENHECK ERV-20-30L WHEEL INDOOR 712 2,140 0.5 1.079 1666.0 2 2140 0.6 1.195 1704 2 230/60/1 27.5 35 1-9 HEAT RECOVERY PLAN CODE WINTER DESIGN °F SUMMER DESIGN °F O.A. DB/WB S.A. DB/WB R.A. DB/WB E.A. DB/WB ENTHALPY RECOVERY RATIO HEATING LOAD REDUCTION (kBTU) O.A. DB/WB(F) S.A. DB/WB(F) R.A. DB/WB(F) E.A. DB/WB(F) ENTHALPY RECOVERY RATIO COOLING LOAD REDUCTION (Tons) ERV-1 2.7 / 0.8 53.3 / 43.9 72.0 / 55.7 19.4 / 19.0 71.6 117,921 98.1 / 66.3 80.7 / 59.8 75.0 / 57.9 92.3 / 64.4 75.3 4.01 NOTES: 1. OA - OUTSIDE AIR TEMPERATURE; RA - RETURN AIR TEMPERATURE; SA - VENTILATION AIR TEMPERATURE FROM ENERGY CORE; EA - EXHAUST AIR TEMPERATURE. 2. SYSTEMS ARE REQUIRED TO PROVIDE TEMPERED AIR ONLY. 3. PROVIDE ALL SERVICE AND OPERATIONAL CLEARANCES AS REQUIRED, INCLUDING ALL CLEARANCES REQUIRED BY NEC ARTICLE 110. 4. PROVIDE WITH 2" MERV 13 OUTDOOR AIR AND 2" MERV 13 EXHAUST AIR FILTERS. 5. UNIT SELECTED AT 2703 FT ELEVATION. 6. UTILIZE TIMED EXHAUST OPERATION FOR FROST CONTROL. 7. PROVIDE WITH INTEGRAL GRAVITY BACKDRAFT DAMPERS. 8. PROVIDE WITH INTEGRAL MOTOR POTENTIOMETER FOR BALANCING. 9. FACTORY WIRED DISCONNECT SWITCH, AND BOLT ON ACCESS PANELS. REVISIONS 9/9/2025 4:28:09 PM MECHANICAL SCHEDULES M002 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON Timothy Johnson 2025.09.10 09:59:55-06'00' ---PAGE BREAK--- GROUNDSKEEPING 106 STORAGE 109 EVENT 108 SERVING/ WARMING 110 LOBBY 102 MEN'S RESTROOM 104 WOMEN'S RESTROOM 103 FIRE RISER/ ELECTRICAL/ SERVER 101 B C D E A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 FC-2 HP-1 HP-2 FC-4 SHP-1 SHP-2 SHP-4 EUH-1 GUH-1 GUH-2 WASH 107 JANITOR 105 VESTIBULE 100 E-1 95 8"Ø 10"Ø E-3 1325 E-2 300 E-2 300 DC-1 S-4 400 S-5 600 S-4 400 S-5 600 S-4 400 S-5 600 S-4 400 S-5 600 S-5 600 S-4 400 S-5 600 S-4 400 S-5 600 S-4 400 S-5 600 S-4 400 22"Ø 16"Ø 16"Ø 22"Ø 8"Ø E-1 140 S-2 1870 S-1 45 E-1 75 EUH-2 EUH-3 T-1 SHP-3 AUDIO BOOTH 108B COAT CLOSET 100A FC-3 S-3 425 R-2 425 20x12 26x14 FC-1 T-1 NORTH REF 18x18 1 10"Ø 2 10x8 10x8 E-1 150 2 3 3 4 4 4 9 6 6 8 8 8 8 8 8 8"Ø 8"Ø T-1 T-1 10 9 9 11 11 12 12 12 12 13 13 15 15 14 14 16 16 10x10 10x10 16x14 26"Ø 26"Ø UH-1 UH-2 FC-2 FC-3 AHU-1/2 3"Ø 3"Ø EF-1 3"Ø 3"Ø T-2 T-3 18x16 17 S-6 85 12 6"Ø 18 18 18 18 19 7 7 14x10 14x10 5 20 21 22 REVISIONS 9/9/2025 4:28:12 PM HVAC PLAN FIRST FLOOR M100 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON # KEYNOTES 1/8" = 1'-0" M100 1 FIRST FLOOR PLAN - HVAC DUCTWORK 1. UNIT HEATER COMBUSTION INTAKE AND EXHAUST THROUGH WALL AT 10'-0" AFF. CONCENTRIC ADAPTER INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2. WALL CAP CENTERED AT 8'-6" AFF. 3. MOUNT BOTTOM OF UNIT HEATER AT 8'-6" AFF. 4. MOUNT BOTTOM OF GRILLE AT 8'-0" AFF. 5. DUCT UP INTO JOIST SPACE. 6. MOUNT BOTTOM OF GRILLE AT 8'-6" AFF. 7. INSTALL BOTTOM OF DUCT AT 10'-0" AFF. 8. INSTALL CENTER OF DUCT AT 23'-0" AFF. 9. MOUNT BOTTOM OF DIFFUSER/GRILLE AT 9'-3" AFF. 10. FAN COIL ABOVE HARD LID CEILING. COORDINATE ACCESS PANELS WITH ARCH. 11. TRANSFER DUCT. SEE DETAIL 10 SHEET M400. 12. DUCT TO SECOND LEVEL. SEE SHEET M300 FOR CONTINUATION. 13. INSTALL HP-1 AND HP-2 ON HOUSEKEEPING PAD AND PLATFORM. SEE DETAIL 1 SHEET M401. COORDINATE SIZE AND LOCATION WITH CIVIL. 14. INSTALL SPLIT SYSTEM HEAT PUMPS ON HOUSEKEEPING PAD AND STANDS. COORDINATE SIZE AND LOCATION WITH CIVIL. 15. REFRIGERANT LINE SET IN PVC CONDUIT BELOW GRADE FROM OUTDOOR UNIT TO BUILDING. 16. DIFFUSER WITH MANUFACTURER'S NECK MOUNTED DAMPER. 17. MOUNT GRILLE AT 13'-0" AFF. 18. ERV-1 EXHAUST DUCT TO USE RADIUS FITTINGS WHERE INDICATED. 19. EXHAUST DUCT TO DROP UNDER SPRINKLER PIPING AT THIS LOCATION 20. OUTDOOR AIR INTAKE. INSTALL WITH BACKDRAFT DAMPER AND COVER OPENING WITH 1/4" WIRE MESH. 21. BMS CONTROL PANEL. INSTALL AT ADA HEIGHT. 22. REFRIGERANT LINE SETS FOR MEZZANINE AIR HANDLING UNITS TO ENTER BUILDING AT THIS LOCATION. SEAL WEATHER PROOF AT BUILDING ENTRANCE AND EXTEND UP THROUGH INTERIOR WALL TO RESPECTIVE INDOOR COILS. Timothy Johnson 2025.09.10 10:00:07-06'00' ---PAGE BREAK--- 2 M300 3 M300 B C D A 1 2 3 4 5 6 M300 1 STORAGE 201 MECHANICAL 202 EUH-4 1 REVISIONS 9/9/2025 4:28:13 PM HVAC PLAN SECOND FLOOR M101 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON # KEYNOTES 1/8" = 1'-0" M101 1 SECOND FLOOR PLAN - HVAC DUCTWORK NORTH REF 1. MOUNT BOTTOM OF UNIT HEATER AT Timothy Johnson 2025.09.10 10:00:20-06'00' ---PAGE BREAK--- 2 M300 3 M300 B C D A 4 5 6 L-2 L-1 32x32 32x32 SA 18x18 18x18 32x32 EA 9x12 18x18 32x32 24x22 24x22 AHU-2 AHU-1 24x22 SA 24x22 SA 45x20 45x20 28x28 RA ERV-1 18x18 8"Ø EA 8"Ø SA R-1 R-1 MECHANICAL 202 1 1 2 2 3 3 3 3 4 4 5 5 7 8 8 7 28x28 RA 9 8 7 4 4"Ø 4"Ø T.O.W. 01 114'-0" 3 M300 4 5 ERV-1 18x18 EA 18x18 12x9 SA 18x18 SECOND FLOOR 112'-0" T.O.W. 02 125'-0" PEAK - LOW ROOF 117'-6" 4 6 32x32 OA 18x18 32x32 EA 8"Ø EA 8"Ø SA T.O.W. 01 114'-0" Roof 128'-0" 2 M300 B C ERV-1 32x32 SA 28x28 RA 32x32 EA 22x24 22x24 EA 28x28 RA AHU-1 8"Ø SECOND FLOOR 112'-0" T.O.W. 02 125'-0" PEAK - LOW ROOF 117'-6" 4 6 6 18x18 EA 8"Ø 6"Ø EA 6"Ø SA 20x28 SA AHU-2 AHU-1 L-1 L-2 ERV-1 TO SERVING/WARMING TO EVENT REVISIONS 9/9/2025 4:28:16 PM ENLARGED PLANS AND SECTIONS M300 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON # KEYNOTES 1/4" = 1'-0" M300 1 ENLARGED MECHANICAL ROOM PLAN 1/4" = 1'-0" M300 2 MECHANICAL ROOM ERV SECTION 1/4" = 1'-0" M300 3 MECHANICAL ROOM WEST SECTION NOT TO SCALE M300 4 MECHANICAL ROOM ISOMETRIC NORTH REF 1. MOUNT LOUVERS LEVEL WITH FINISHED FLOOR. 2. MOUNT GRILLE AT 9'-10" AFF. 3. OVERHEAD DUCTS TO BE 6'-9" MINIMUM AFF. 4. DUCT TO FIRST LEVEL. SEE SHEET M100 FOR CONTINUATION. 5. DUCT TO EVENT SPACE. SEE SHEET M100 FOR CONTINUATION. 6. EQUIPMENT ON METAL RAIL WITH NEOPRENE SUPPORTS, AT LEAST 3" HIGH. FURNISH MASON INDUSTRIES RND-4 OR EQUIVALENT. SUPPORTS TO BE BOLTED TO FLOOR. COORDINATE WITH STRUCTURAL. 7. COMBUSTION EXHAUST UP THROUGH ROOF. TERMINATE WITH ROOF CAP. 8. COMBUSTION INTAKE UP THROUGH ROOF. SEE DETAIL 9 SHEET M400. 9. BALANCE DAMPER TO 140 CFM. Timothy Johnson 2025.09.10 10:00:31-06'00' ---PAGE BREAK--- AHU-1 MIXING BOX AHU-2 MIXING BOX EVENT SPACE ERV-1 TO FIRST LEVEL FROM FIRST LEVEL M M M L-1 L-2 MAIN SUPPLY DUCT HIGH EFFICIENCY TAKE-OFF W/ VOLUME DAMPER WHERE SHOWN ON PLANS FLEXIBLE OR RIGID BRANCH DUCT, SEE PLANS BRANCH DUCT TAKE-OFF MAIN EXHAUST OR RETURN DUCT HIGH EFFICIENCY TAKE-OFF W/ VOLUME DAMPER WHERE SHOWN ON PLANS FLEXIBLE OR RIGID BRANCH DUCT, SEE PLANS EXHAUST AND/OR RETURN BRANCH DUCT 1/4 W OR 4 INCHES MIN W W 1/4 W OR 4 INCHES MIN DUCT INSULATION WHEN SPECIFIED CAULK CONNECTION WATER TIGHT ALL AROUND SEE ARCHITECTURAL PLANS FOR WALL CONSTRUCTION LOUVER BIRD SCREEN BOTTOM FLASHING TO BE CONTINUOUS THROUGH WALL WITH NO JOINTS SEALANT CONTINUOUS PERIMETER ANGLE CONTINUOUS METAL SLEEVE SEAL HEAD AND SIDES OF LOUVER SHEET METAL TRANSITION SHALL BE CONTINUOUS FROM INSIDE BUILDING OVER SILL OUTSIDE OF LOUVER AND SHALL TURN DOWN OVER OUTSIDE EDGE OF WALL SADDLE 45° LATERAL TAP REDUCER 45° & 90° ELBOWS R=1.5(D) R R SPIRAL DUCT GAUGE SCHEDULE DUCT DIAMETER MINIMUM GAUGE 3"-14.5" 28 15"-26" 26 19"-36" 24 NOTE 1: SADDLE TYPE TAP FITTINGS ARE ALLOWED ONLY WHERE DRAWN AS SUCH ON PLANS. NOTE 2: ALL FITTINGS SHALL BE ONE EVEN GAUGE HEAVIER THAN ADJOINING DUCT GAUGE AND NO LESS THAN 22 GAUGE. 45° MAX D D STRAIGHT 45° LATERAL FITTING CONICAL SADDLE TAP CONICAL TEE LOW LOSS TEE STRAIGHT TEE NOT ALLOWED STRAIGHT SADDLE TAP NOT ALLOWED SPIRAL SUPPLY DUCT SPIRAL FITTING DIA. DUCT DIAMETER MINIMUM GAUGE UP TO 14" 26 15" TO 26" 24 27" TO 36" 22 37" TO 50" 20 TAPERED BODY LATERAL FITTING NOT ALLOWED SOLID WELDED MITERED 90° ELBOW WITH VANES CONICAL 45° LATERAL W/ 45° ELBOW BACKDRAFT DAMPER FURNISHED WITH FAN CENTRIFUGAL IN-LINE FAN FLEXIBLE FABRIC CONNECTION, TYP HANGER RODS W/ SPRING VIBRATION ISOLATORS THREADED ROD HANG FROM STRUCTURE TYPICAL OF PLACES MAIN SUPPLY DUCT SQUARE TO ROUND HIGH EFFICIENCY TAKEOFF WITH VOLUME DAMPER FLEXIBLE OR RIGID ROUND RUN OUT, SEE PLANS SUPPLY REGISTER OR GRILLE SUPPLY REGISTER & RUN OUT TAKEOFF BRANCH DUCT TAKEOFF AIR SPLIT TYPE DUCT TAKEOFF SUPPLY DUCT TAKEOFFS EXHAUST AND/OR RETURN BRANCH DUCT MAIN SUPPLY DUCT VOLUME DAMPER BRANCH DUCT USE THIS IF BRANCH CFM IS 40% OR LESS OF MAIN DUCT CFM SPLIT DIM PROPORTIONATE TO CFM SPLIT PROVIDE VOLUME DAMPER WHEN SHOWN ON PLANS SQUARE ELBOW SHOWN. ROUND ELBOW IS ACCEPTABLE PROVIDE VOLUME DAMPER WHEN SHOWN ON PLANS MAIN SUPPLY DUCT TURNING VANES SUPPLY REGISTER OR BRANCH DUCT USE THIS IF BRANCH CFM IS 40% OR MORE OF MAIN DUCT CFM MAIN EXHAUST OR RETURN DUCT VOLUME DAMPER BRANCH DUCT W 4" MIN 1/4 W 4" MIN 1/4 W 4" MIN 1/4 W W RETURN / EXHAUST DUCT TAKEOFFS 4" MIN 1/4 W W SUSPEND UNIT FROM STRUCTURE PER MANUFACTURER'S WRITTEN INSTRUCTIONS NOTE: COMPONENTS OF EXHAUST AND INTAKE PIPING SHALL BE PVC PER MANUFACTURER'S WRITTEN INSTRUCTIONS. T WALL MOUNTED THERMOSTAT CLEAR LOCKING GUARD FLUE EXHAUST PIPE CONCENTRIC ADAPTER FURNISHED WITH UNIT COMBUSTION AIR INTAKE PIPE COMBUSTION AIR INTAKE EXHAUST MAX. MIN. MIN. EXTERIOR WALL ATTACH TO STRUCTURE WITH BEAM CLAMP, EYE BOLT AND TURNBUCKLE GALVANIZED AIRCRAFT CABLE WITH "GRIPPLE" FITTING TO SECURE WIRE EXTRACTOR BLADE IN AIRSTREAM. T&B CONTRACTOR TO MAKE FINAL ADJUSTMENT 30° OFF HORIZONTAL SINGLE WALLED SPIRAL DUCTWORK DUCT MOUNTED AIR DEVICE (AS SCHEDULED) RADIUS OF AIR DEVICE SHALL MATCH DUCT RADIUS 30.00° 2'x2' LAY-IN CEILING TILE TRANSFER GRILLE 1" THICK ACOUSTICALLY LINED DUCTWORK. SEE PLAN FOR SIZE GALVANIZED SHEET METAL STRAPS TO STRUCTURE, TYP TRANSFER GRILLE WALL STORM COLLAR TALL CONE FLASHING FRAME WITH BIRD SCREEN ROOF ASSEMBLY 1-1/2" DUCTWRAP INSULATION BACK TO RETURN DUCT COLLECTION 17" MIN REVISIONS 9/9/2025 4:28:16 PM FLOW DIAGRAMS AND DETAILS M400 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON NOT TO SCALE M400 1 AHU FLOW DIAGRAM NOT TO SCALE M400 2 BRANCH DUCT DETAIL NOT TO SCALE M400 3 LOUVER INSTALLATION DETAIL NOT TO SCALE M400 4 MEDIUM PRESSURE ROUND SPIRAL DUCT DETAIL NOT TO SCALE M400 5 INLINE EXHAUST FAN MOUNTING DETAIL NOT TO SCALE M400 7 LOW VELOCITY DUCT DETAILS NOT TO SCALE M400 8 GAS FIRED UNIT HEATER - HORIZONTAL VENT NOT TO SCALE M400 6 EXPOSED ROUND DUCTWORK DETAIL NOT TO SCALE M400 10 TRANSFER DUCT DETAIL NOT TO SCALE M400 9 ROUND INTAKE DUCT GOOSENECK DETAIL Timothy Johnson 2025.09.10 10:00:44-06'00' ---PAGE BREAK--- SUPPORT DIMENSIONS PER JOB SPECIFIC REQUIREMENTS. PROVIDE WITH GRATING. BASE SIZE DETERMINED FOR JOB SPECIFIC LOADING REQUIREMENTS: • 450 LBS OR LESS REQUIRES 9" x 15 - 1/4" • 750 LBS OR LESS REQUIRES 16" x 18" • 1000 LBS OR LESS REQUIRES 19" x 23" ADJUST LEGS AS NECESSARY TO ALLOW EQUIPMENT TO SIT PLUMB AND LEVEL. PROVIDE WITH NO SLIP RUBBER PADS. DETAIL NOTES: 1. BASIS OF DESIGN MIRO INDUSTRIES MODEL HD, HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS. 2. SUPPORT SHALL EXTEND A MINIMUM OF 6" BEYOND EQUIPMENT IN EACH DIRECTION. 3. BOLT CONDENSING UNIT TO MECHANICAL PLATFORM, A MINIMUM OF LOCATIONS. 4. APPROVED ALTERNATE MANUFACTURERS: UNISTRUT AND ROOF-PRO. 5. ANCHOR FRAME TO CONCRETE PAD. 12" REVISIONS 9/9/2025 4:28:16 PM MECHANICAL DETAILS M401 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON NOT TO SCALE M401 1 HEAT PUMP PLATFORM DETAIL Timothy Johnson 2025.09.10 10:00:56-06'00' ---PAGE BREAK--- BUILDING MANAGEMENT SYSTEM Building Management System shall be Distech Controls Facilities or equivalent. SPLIT AIR HANDLING UNITS AHU-1,2 (Setpoints Adjustable) AHU-1 and AHU-2 are single zone air handling units and shall be interlocked. Both units will operate together, effectively acting as one unit in a single zone VAV sequence. During occupied mode, operate supply fans continuously. Utilize optimal start/stop sequences to start the system prior to occupancy mode and turn down setpoints at the end of occupied mode. Upon loss of supply fan status, close the outdoor air dampers, open the return air dampers, and disable cooling. During occupied mode, initial thermostat setpoints shall be 75F cooling and 70F heating (adjustable). During unoccupied mode, close external outdoor air and exhaust dampers and cycle the supply fan to maintain the unoccupied setpoints (65°F heating, 85°F). AHU occupancy schedule to be coordinated with bulding owner, but shall be adjustable. Stage and modulate, heating, fan speed, mixing dampers, and cooling in sequence to maintain the room temp setpoint. When the room temp is in the comfort deadband, maintain minimum outdoor air ventilation and operate the supply fan at minimum speed. When the room temp falls below the heating setpoint, maintain minimum ventilation, modulate the fan speed from minimum to 100%, and stage & modulate the heat pump in the heating mode to maintain the room heating setpoint. On a continued call for heating after a gas-fired heating delay, stage and modulate gas-fired heating with heat pump still operating. Lock out the compressor below 0 °F outdoor air temperature. In gas-fired heating mode maintain a maximum heating discharge setpoint 110 As the room temp rises, stage and modulate in reverse sequence. Lock out heating above 60 When the room temp rises above the cooling setpoint, modulate the mixing dampers from minimum to 100% for economizer cooling. On a continued call for cooling, modulate the fan speed from minimum to 100%, and stage & modulate heat pump in cooling mode to maintain the room cooling setpoint. As the room temp drops, stage and modulate in reverse sequence. Lock out economy cooling when the outdoor air temp rises above 72 °F (4 °F Diff). Lockout mechanical cooling below 50 °F (5 °F Diff). When mechanical cooling is locked out, discharge low limit control maintains a minimum supply temp of 50 Upon activation of any general fire alarm or smoke detection, de-energize the fans through a hard-wired interlock and send an alarm. ERV WITH RECOVERY WHEEL AND ELECTRIC HEAT CONTROL ERV-1, DC-1 Fan Control Provide a dedicated ERV occupied / unoccupied schedule through the BMS, initially programmed per coordination with owner. During occupied periods energize the ERV to run continually. During unoccupied the ERV remains off. Energy Recovery and Electric Heat Control When the ERV is energized, the ERV operates on its integral controls. When the ERV supply temperature drops below the supply temperature setpoint 65 deg F, enable the electric heat and modulate the SCR heating control to maintain the supply temperature setpoint. When the electric heat interlock flow switch is open, the electric heat is locked out. If the supply air temperature drops below 25 deg F, an automatic reset low limit thermostat deactivates the unit. Split Heat Pump FC-1,2,3,4 Split heat pumps to follow factory controls and tie into building management system. Exhaust Fan EF-1 Exhaust fan to operate based on occupancy sensors in groundskeeping room, interlocked with lights. RETURN AIR OUTSIDE AIR M M M EXHAUST AIR DAMPER EXHAUST AIR RETURN AIR DAMPER OUTSIDE AIR DAMPER GAS HEAT DX C HEAT PUMP DPT FILTER STATUS T DISCHARGE TEMP AHU FACTORY CONTROL PANEL BACNET IP INTERFACE TO TC H T LOCATE ON NORTH WALL OUTDOOR AIR HUMIDITY OUTDOOR AIR TEMP T ROOM TEMP TYPICAL OF 2 UNITS, TO BE INTERLOCKED. EXHAUST AIR OUTSIDE AIR RECOVERY WHEEL MOTOR RETURN AIR ERV FACTORY MICROPROCESSOR CONTROLS DUCT HEATER H DPS L FLOW SWITCH INTERLOCK ELEC HEAT T DISCHARGE TEMP SUPPLY AIR SUPPLY AIR TO FC-3 REVISIONS 9/9/2025 4:28:17 PM TC DIAGRAMS M500 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I HARSH DRAWN BY I HARSH REVIEWED BY I JOHNSON NOT TO SCALE M500 1 AIR HANDLING UNIT & HEAT PUMP NOT TO SCALE M500 2 ERV WITH RECOVERY WHEEL AND HEAT CONTROL Timothy Johnson 2025.09.10 10:01:07-06'00' ---PAGE BREAK--- M HP-1 600 A 120/240 42 CKT. HP-2 600A MLO 42 CKT. 120/240 ABOVE COUNTER, 4" BACK SPLASH AC AUTOMATIC TRANSFER SWITCH ATS ABOVE FINISHED GRADE AFG ABOVE FINISHED FLOOR AFF BELOW GRADE BLG BOTTOM OF DEVICE BOD CONDUIT C VISUAL (NUMBER INDICATES CANDELA RATING) AUDIO/VISUAL (NUMBER INDICATES CANDELA RATING) AUDIO MANUAL PULLSTATION IPS INDOOR PROTECTIVE SHIELD MAGNETIC DOOR HOLDER, BY DIV 28 FIRE/SMOKE DAMPER SMOKE DETECTOR, SMOKE DETECTOR WALL MOUNTED HEAT DETECTOR, HEAT DETECTOR WALL MOUNTED CONNECTION TO TAMPER SWITCH, SWITCH BY OTHERS CONNECTION TO FLOW SWITCH, SWITCH BY OTHERS CONNECTION TO PRESSURE SWITCH, SWITCH BY OTHERS BEAM DETECTOR TRANSMITTER BEAM DETECTOR RECEIVER DUCT SMOKE DETECTOR FIRE ALARM REMOTE ANNUNICATOR FIRE ALARM CONTROL PANEL M F F F F FSD SD SD HD HD TS FS PS BD BD SD FARA FACP SYMBOL DESCRIPTION LAY-IN OR RECESSED FIXTURE, SIZE ON PLANS WALL MOUNTED FIXTURE, SIZE ON PLANS SURFACE MOUNTED FIXTURE, SIZE ON PLANS PENDANT OR SURFACE MOUNTED FIXTURE, SIZE ON PLANS RECESSED DOWNLIGHT FIXTURE SURFACE MOUNTED FIXTURE WALL MOUNTED FIXTURE CEILING MOUNTED, WALL MOUNTED EXIT LIGHT DIRECTIONAL ARROWS) ROUND POLE MOUNTED FIXTURE, EXTERIOR DIRECTIONAL INGROUND FIXTURE, EXTERIOR PENDANT MOUNTED FIXTURE, SIZE ON PLANS SHADED FIXTURE INDICATES FIXTURE IS UNSWITCHED AND ALSO INDICATES EMERGENCY POWER. WALL WASH OR DIRECTIONAL FIXTURE WALL SCONCE FIXTURE TRACK FIXTURE, SEE PLAN FOR SIZE AND HEADS CEILING FAN FIXTURE 1 HEAD REMOTE EMERGENCY LIGHT 2 HEAD EMERGENCY LIGHT BATTERY PACK 1 HEAD REMOTE EMERGENCY LIGHT BATTERY PACK 2 HEAD LIGHT WITH MOTION SENSOR SQUARE POLE MOUNTED FIXTURE, EXTERIOR POST TOP FIXTURE, EXTERIOR BOLLARD FIXTURE, EXTERIOR CATV JACK, WALL MOUNTED MICROPHONE OUTLET SPEAKER, SPEAKER WALL MOUNTED CLOCK HANGER RECEPTACLE VOICE/DATA JACK MOUNTED IN FLOORBOX # NUMERICAL SUBSCRIPT INDICATES NUMBER OF CABLES/JACKS, NO SUBSCRIPT INDICATES TWO CABLES/JACKS C S S VOICE/DATA JACK # NUMERICAL SUBSCRIPT INDICATES NUMBER OF CABLES/JACKS, NO SUBSCRIPT ASSUMES TWO CABLES/JACKS W WALL MOUNT TELEPHONE READY JACK WAP WIRELESS ACCESS POINT EXISTING VOICE/DATA JACK DATA RACK F AUDIO/VISUAL (NUMBER INDICATES CANDELA RATING), CEILING MOUNTED FIRE ALARM SIGNAL EXTENDER PANEL FASP CARD ACCESS SYSTEM CAS CLOSED CIRCUIT TV CCTV CEILING CLG CENTER OF DEVICE COD COPPER CU DIGITAL VIDEO RECORDER DVR EXISTING ELECTRICAL CONTRACTOR EC EXHAUST FAN EF GENERAL CONTRACTOR GC GROUND GND FIELD ADJUSTABLE LONG TIME, SHORT TIME AND INSTANTANEOUS LSI FIELD ADJUSTABLE LONG TIME, SHORT TIME, INSTANTANEOUS AND GROUND FAULT LSIG MECHANICAL CONTRACTOR MC NEW NIGHT LIGHT NL PAN-TILT-ZOOM PTZ QUANTITY QTY RELOCATED SURFACE SF TELECOMMUNICATIONS MAIN GROUNDING BUS BAR TMGB TELECOMMUNICATIONS BONDING BACKBONE TBB TEMPERATURE CONTROL CONTRACTOR TC TELEPHONE TERMINAL BOARD TTB TYPICAL TYP UNDERGROUND UG UNLESS OTHERWISE NOTED UON WITH W/ WIRE MOLD WM WEATHER PROOF (WHILE IN USE) WP TRANSFORMER XFMR SWITCH DESIGNATION a,b,c etc CIRCUIT DESIGNATION, PANEL BN1L, CIRCUITS 2,4,6 BN1L-2,4,6 INDICATES DETAIL 1 ON SHEET E501 1/E501 SHEET WORK NOTE HOME RUN TO PANEL CONDUIT CONCEALED IN CEILING OR WALL CONDUIT CONCEALED UNDER FLOOR LOW VOLTAGE CIRCUIT FIBER OPTIC CABLE CABLE TRAY CIRCUIT, NUMBER OF HASH MARKS INDICATES NUMBER OF CONDUCTORS IN CABLE/RACEWAY. GROUND WIRE IS NOT SHOWN BUT SHALL BE INCLUDED. NO HASH MARKS INDICATES 2 CONDUCTORS PLUS GROUND. LV SHEET DEMO WORK NOTE SWITCH - SPST 2 SINGLE POLE, DOUBLE THROW 3 THREEWAY 4 FOURWAY K KEY OPERATED P PILOT LIGHT WP WEATHERPROOF OS OCCUPANCY SENSOR D DIMMER MC SPOT-MOMENTARY CONTACT LV LOW VOLTAGE T TIMER SWITCH TS TEST SWITCH OCCUPANCY SENSOR (CEILING) - SUBSCRIPT IS TYPE OS RECEPTACLE - SIMPLEX RECEPTACLE - DUPLEX, MOUNTING IN CEILING CLG CLG GFI RECEPTACLE - DUPLEX, MOUNTING IN CEILING 1 LIGHTING ELECTRICAL LEGEND SYMBOL DESCRIPTION FIRE ALARM SYMBOL DESCRIPTION COMMUNICATIONS SYMBOL DESCRIPTION ABBREVIATIONS AND MISCELLANEOUS SYMBOL DESCRIPTION DEVICES AND POWER CATV JACK CEILING MOUNTED CLG SYMBOLS APPLY ONLY W HEN USED ON DRAW INGS R EOL END OF LINE RESISTOR, EOL REPRESENTS CIRCUIT NUMBER CONTROL RELAY MODULE SINGLE OR DUAL INPUT MONITORING MODULE # # RECEPTACLE - DUPLEX USB DEVICE RECEPTACLE W/ USB-A & USB-C PORTS DC DROP CORD WP WEATHERPROOF COVER & WEATHER RESISTANT RECEPTACLE TR TAMPER RESISTANT S SURGE PROTECTED IG ISOLATED GROUND FILLED CENTER INDICATES HOSPITAL GRADE EMERGENCY RECEPTACLE RECEPTACLE - DOUBLE DUPLEX GFI RECEPTACLE - DOUBLE DUPLEX - SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLE RECEPTACLE - 208V R RANGE - NEMA 14-50R D DRYER - NEMA 14-30R W WELDER - NEMA 14-50R * NEMA CONFIGURATION AS NOTED 208V RECEPTACLE IN RECESSED FLOORBOX DUPLEX RECEPTACLE/GFI IN RECESSED FLOORBOX - SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE/GFI IN RECESSED FLOORBOX - SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLE J-BOX - BOX INDICATES FLOOR MOUNTING -4"X4"X2-1/8" DEEP UNLESS OTHERWISE NOTED SPECIAL PURPOSE CONNECTION - BOX INDICATES FLOOR MOUNTING - WORK AS NOTED MANUAL MOTOR DISCONNECT/STARTER SWITCH COMBINATION STARTER/DISCONNECT SWITCH DISCONNECT SWITCH CONTACTOR ELECTRIC MOTOR CONNECTION EMERGENCY PUSHBUTTON PC PHOTOCELL, PHOTOCELL WALL MOUNTED PC M ELECTRIC METER, BUILDING MOUNTED TRANSFORMER, INTERIOR or VARIABLE FREQUENCY DRIVE J J J CO₂ THERMOSTAT/TEMPERATURE SENSOR BY MC OR TC, J-BOX AND CONDUIT TO CEILING BY EC CARBON MONOXIDE DETECTOR BY MC, J-BOX & CONDUIT TO CEILING BY EC PP POWER POLE R RELAY CIRCUIT BREAKER CONTROL PANEL LRP LIGHTING RELAY PANEL TCP TEMPERATURE CONTROL PANEL GAP GENERATOR ANNUNCIATOR PANEL PACP PA CONTROL PANEL MGA MED GAS ALARM PANEL PANELBOARD, SURFACE MOUNTED PANELBOARD, FLUSH MOUNTED TRANSFORMER, EXTERIOR M T VFD GFI RECEPTACLE - DUPLEX (GROUND FAULT INTERRUPT) - SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLE RECEPTACLE - DUPLEX WITH TOP HALF CONTROLLED AND PERMANENTLY MARKED "CONTROLLED" - SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLE RECEPTACLE - DOUBLE DUPLEX WITH TOP HALF CONTROLLED AND PERMANENTLY MARKED "CONTROLLED" - SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLE FINISHED CEILING FINISHED FLOOR BOD BOD BOD COD COD AC = ABOVE COUNTER, MINIMUM 4" ABOVE TO BOTTOM OF DEVICE. 48" TOD IS ACCEPTABLE FOR CMU BLOCK CONSTRUCTION. 44" 1'-6" 80" MINIMUM TO BOTTOM OF DEVICE MOUNT 4" ABOVE DOOR FRAME 74" TO TOP OF TRIM 1'-6" MIN. IN HAZARDOUS LOCATIONS-TO BOTTOM OF CAN 80" AFF TO BOTTOM OF DEVICE OR 6" BELOW CEILING TO TOP OF DEVICE WHICHEVER IS LOWER FIRE FIRE C S F F F FIRE F KP S D PANEL BOARD W T CO₂ INTERIOR BOX MOUNTING HEIGHTS LINE LEGEND EXISTING NEW 2/0 3"C W 3#350 KCMIL #1GND CT CAN & METER PER IPCO REQUIREMENTS MOUNT ON UNISTRUIT RACK NEXT TO TRANSFORMER. REVISIONS 9/9/2025 1:57:15 PM LEGENDS, SCHEDULES AND PANELS E001 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG **NOT ALL SYMBOLS MAY APPLY** NOT TO SCALE E001 1 One Line Diagram NOTES: 1) P2 POLE FOR SITE LIGHT: MANUFACTURER SUN VALLEY: CATALOG NUMBER:108OT-16FT-XPB-1: FINISH: STANDARD LIGHTING FIXTURE SCHEDULE TYPE FIXTURE VOLTAGE FIXTURE LIGHT SOURCE OPTIONS NOTES DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING VA FINISH LAMP TYPE LUMENS EMERGENCY LOCATION TYPE HEIGHT A1 2X4 LED VOLUMETRIC LITHONIA 2BLT4 ADP MVOLT GZ1 LP840 DGA24 CEILING SURFACE MVOLT 38.00 STANDARD LED 4800 lm A1E 2X4 LED VOLUMETRIC LITHONIA 2BLT4 ADP MVOLT GZ1 LP840 DGA24 EL14L CEILING SURFACE MVOLT 38.00 STANDARD LED 4800 lm X B1 8' LED LINEAR LOWBAY LITHONIA MLX WEDGE CEILING SUSPENDED 12' AFF MVOLT 34.00 STANDARD LED 4800 lm B2 4' LED STRIPLIGHT LITHONIA ZL1N L48 3000LM FST MVOLT 40K WH CEILING SURFACE MVOLT 34.00 STANDARD LED 3000 lm B3 3' LED STRIPLIGHT LITHONIA 36 WALL SURFACE MVOLT 25.00 STANDARD LED 1922 lm B4 3' LED VANITY LITHONIA 36 WALL SURFACE 120 25.00 STANDARD LED 1922 lm B5 2' LED VANITY LITHONIA 24 WALL SURFACE MVOLT 25.00 STANDARD LED 1922 lm C1 CHANDILER CERNO R-0030 7 C 001 049 D 40 CEILING SUSPENDED - 120V 177.00 STANDARD LED 11041 lm D1 6" LED DOWNLIGHT LITHONIA LDN6 40 30 L06 AR LSSS TRW EZ1 CEILING RECESSED - MVOLT 25.00 STANDARD LED 40 lm D1E 6" LED DOWNLIGHT LITHONIA LDN6 40 30 L06 AR LSSS TRW EZ1 CEILING RECESSED - MVOLT 25.00 STANDARD LED 40 lm X D3 6" LED DOWNLIGHT LITHONIA LDN6 40 30 L06 AR LSSS TRW EZ1 CEILING RECESSED - MVOLT 25.00 STANDARD LED 40 lm L1 LED LINEAR PEERLESS OPMS S 8FT 80CRI 810LM DARK ZT 120 SCT C201 FEP CEILING SURFACE - 120V 56.00 STANDARD LED 0 lm L1E LED LINEAR PEERLESS OPMS S 8FT 80CRI 810LM DARK ZT 120 SCT C201 FEP CEILING SURFACE - 120V 56.00 STANDARD LED 0 lm X P1 SITE LIGHTING US ARCHITECTURAL LIGHTING DS10 PLED-111-48LED-525MA-40K-1-RAL-9005-T PC120 SITE POLE - 120V 600.00 STANDARD LED 0 lm T1 TRACK JUNO LTN58 -24' CEILING SURFACE - 120V 0.00 STANDARD - 0 lm T2 TRACK HEADS JUNO 2056L 40K 8CRT PDM TRACK - - 120V 34.00 LED 0 lm X X1 EMERGENCY EXIT LIGHT LITHONIA QMLED G HO WALL SURFACE - 120V 5.00 STANDARD LED 0 lm X2 EXIT LIGHT LITHONIA LQM S E R MVOLT EL N SD MG WALL SURFACE - 120V 5.00 STANDARD LED 0 lm GENERAL NOTES: A. LOW VOLTAGE WIRING NOT DEPICTED ON PLAN DIAGRAMS. REFER TO MANUFACTURERS CONNECTION DIAGRAMS FOR LOW VOLTAGE REQUIREMENTS. B. ALL LOW-VOLTAGE CABLING AND CONTROLLERS SHALL BE PLENUM RATED. C. CONTRACTORS WORK TO INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. D. FIELD VERIFY EXACT LOCATION OF EACH SENSOR. LOCATE PER MANUFACTURER'S RECOMMENDATIONS. ULTRASONIC SENSORS SHALL BE INSTALLED A MINIMUM OF 5FT FROM ANY HVAC SUPPLY OR RETURN AIR DIFFUSER. E. ALL CONTROLS SHALL BE FULLY ADJUSTED. ELECTRICAL CONTRACTOR TO PROVIDE TRAINING TO OWNER/MAINTENANCE STAFF FOR PROGRAMMING OF ALL LIGHTING CONTROLS IN PROJECT. F. ELECTRICAL CONTRACTOR TO PROVIDE FOLLOW UP AT 6 MONTHS AND 1 YEAR TO ADJUST LIGHTING AND LIGHTING CONTROLS AND PROVIDE ADDITIONAL TRAINING TO OWNER/MAINTENANCE STAFF IF REQUESTED. STANDARD SEQUENCE OF OPERATIONS: 1) MANUAL ON, MANUAL OFF WITH OCCUPANCY SENSOR. 2) 3) LIGHTING CONTROL EQUIPMENT SCHEDULE SYMBOL SUBSCRIPT MANUFACTURER Description CATALOG NUMBER VOLTAGE MOUNTING HEIGHT NOTES ACUITY CEILING MOUNT OCCUPANCY SENSOR CM9 120 V CEILING TORK TIME CLOCK EP101PB 240 V WALL ACUITY WALL SWITCH OCCUPANCY SENSOR WSX PDT 120 V WALL D ACUITY 0-10V DIMMING WALL SWITCH nPODMA 29 DX WH 120 V WALL 1 H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- EXISTING RIVERHOUSE BARN GENERAL NOTES A. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLE CODES/STANDARDS. B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCH CIRCUITS. 1 3 4 2 5 6 7 8 2 9 P1 HP2-10 10 P2 11 REVISIONS 9/9/2025 1:57:16 PM SITE PLAN E100 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG # KEYNOTES 1 NEW IPCO TRANSFORMER. 2 NEW 3" CONDUIT BY EC 3 INTERCEPT EXISTING SECONDARY FEEDER. PROVIDE NEW 3"C FROM TRANSFORMER TO NEW PULL BOX. PROVIDE NEW 24x24x24 TRAFFIC RATED JUNCTION BOX. 4 TO EXISTING SERVICE. 5 EXISTING 1 PHASE TRANSFORMER TO BE REMOVED BY IPCO. 6 EXISTING SITE LIGHTING POLE TO REMAIN. 7 EXISTING CT CAN PROVIDE NEW 3"C TO NEW TRANSFORMER. 8 NEW SITE LIGHT. 9 2"C FROM DATA RACK TO RIVER SHED FOR FIBER. 10 3"C TRANSFOMER TO HP1. 11 POLE, MAUFACTURER: SUN VALLEY, CATALOG NUMBER: 1030T-16FT-XPB-1, STANDARD FINISH. 1" = 20'-0" E100 1 ELECTRICAL SITE PLAN NORTH REF H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- OS OS OS OS OS OS OS OS OS OS T T T T T T OS TC GENERAL NOTES A. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLE CODES/STANDARDS. B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCH CIRCUITS. WASH 107 JANITOR 105 STORAGE 109 SERVING/ WARMING 110 VESTIBULE 100 WOMEN'S RESTROOM 103 FIRE RISER/ ELECTRICAL/ SERVER 101 B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 X2 B2 B2 B2 B2 B2 X1 B1 B1 B1 B1 B1 X2 B3 B5 B2 B3 B3 B3 B4 D1 D1E D1 D1 D1E B4 B3 B3 B3 LOBBY 102 A1 A1E A1 A1 A1E A1 X2 X2 A1 A1 A1E A1 B2 A1 X2 D1E D1E D1E D1 D1 D1E D1 D1E D1 D1E D3 B2 B2 B2 C1 C1 C1 COAT CLOSET 100A A1 A1 GROUNDSKEEPING 106 EVENT 108 MEN'S RESTROOM 104 A1 AUDIO BOOTH 108B STAGE 108A a a a D b D c D a D b D c D a a a a a a b b b b b b b b L1 L1E L1 L1 L1 L1 L1E L1 L1 L1 L1 L1 L1 L1E L1E L1 L1E L1 L1 L1 L1 L1 L1 L1 L1E L1 L1 L1E L1 L1 L1 L1E c c c T2 T2 T2 T2 T2 d T1 d D e D D D D D1E 1 3 2 4 HP2-4 HP2 HP1 HP2-16 HP2-14 HP2-20 HP2-12 HP2-18 D1 TORK EP101PB TIMER HP2-10 TO CANOPY DOW N LIGHTS TO P1 FIXTURE H W REVISIONS 9/9/2025 1:57:17 PM ELECTRICAL LIGHTING PLAN FIRST FLOOR E200 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG # KEYNOTES 1 LIGHTING CONTROLED THRU TIME CLOCK. 2 TIME CLOCK. 3 SWITCH TO UPSTAIRS. 4 FACP. 1/8" = 1'-0" E200 1 LIGHTING PLAN FIRST FLOOR NORTH REF NOT TO SCALE E200 2 OUTDOOR LIGHT DETAIL H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- OS OS STORAGE 201 MECHANICAL 202 B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 STORAGE 201 MECHANICAL 202 B2 HP2-8 GENERAL NOTES A. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLE CODES/STANDARDS. B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCH CIRCUITS. REVISIONS 9/9/2025 1:57:18 PM ELECTRICAL LIGHTING PLANS SECOND FLOOR E201 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG 1/8" = 1'-0" E201 1 LIGHTING PLAN SECOND FLOOR # KEYNOTES NORTH REF H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- DN T T T T T T J J GENERAL NOTES A. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLE CODES/STANDARDS. B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCH CIRCUITS. GROUNDSKEEPING 106 WASH 107 STORAGE 109 EVENT 108 SERVING/ WARMING 110 LOBBY 102 MEN'S RESTROOM 104 WOMEN'S RESTROOM 103 FIRE RISER/ ELECTRICAL/ SERVER 101 JANITOR 105 AC AC B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 3/4C 3/4C AC AUDIO BOOTH 108B STAGE 108A VESTIBULE 100 EUH-3 EUH-2 EF-1 GUH-1 GUH-2 DC-1 FC-3 SHP-3 SHP-4 SHP-1 SHP-2 COAT CLOSET 100A AC BC DW 1 AC AC FC-4 HP1-31,33 HP1-27,29 HP1-21 HP2-25 HP1-10 HP2-23 HP2-21 BC DW #2 HP1-18 HP1-20 HP1-16 ICE MACHINE REFRIGERATIOR FREEZER HP1-14 HP1-12 EUH-1 FC-2 FC-6 FC-5 HP1-13,15 HP1-9,11 HP1-5,7 HP1-1,3 HP1 HP2 3 +42" +42" +42" +42" M M HP1-6,8 +42" +42" +42" M HP1-40 HP1-23,25 OVEN HP1-39,41 HP1-30,32 HP1-34,36 OVEN HP1-38 3 M HP1-26,28 HP2-13,15 6 2 6 HP2-17,19 HP1-17,19 FC-1 M 3 2 2 2 +94" AFF TV +94" AFF TV HP1-2,4 HP1-16 HP1-16 1 4 5 3 M HP2-4 HP1-42 30 32 HP2-22,24 7 HP1-22,24 REVISIONS 9/9/2025 1:57:20 PM ELECTRICAL POWER PLAN FIRST FLOOR E300 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG # KEYNOTES 1 PROVIDE 60A 2 P NF NEMA 3K DISCONNECT. 2 PROVIDE 60A 2P NF NEMA 3K DISCONNECT. 3 PROVIDE #12, #12G TO HEAT PUMP UNIT. 4 FIRE ALARM CONTROL PANEL. 5 PROVIDE 100A 2P NF NEMA 3R DISCONNECT. 6 PROVIDE 100A 2P NF NEMA 3R DISCONNECT. 7 DATA RACK. 1/8" = 1'-0" E300 1 POWER PLAN FIRST FLOOR NORTH REF NOTES: 205 TOTAL EST. DEMAND AMPS: 455.5 TOTAL EST. DEMAND: 109310 RECEPTACLES 21660 73.08% 15830 TOTAL CONNECTED AMPS: 479.8 EQUIPMENT 93480 100.00% 93480 TOTAL CONNECTED LOAD: 115140 LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS 496 463.5 TOTAL CONNECTED PHASE AMPS 59520 55620 TOTAL CONNECTED PHASE VA 41 4800 1440 1 20 42 ICE MACHINE OVEN SERVING/WARMING 110 39 50 2 4800 1440 1 20 40 DISH WASHER #1 37 6240 1440 1 20 38 DISH WASHER #2 EUH-4 LEVEL 2 STORAGE 35 20 2 6240 4800 36 33 2940 4800 2 50 34 OVEN SERVING/WARMING 110 EU-3 WOMENS RR 31 20 2 2940 1440 1 20 32 SERVING/WARMING RECEPTACLES 29 2940 1440 1 20 30 SERVING/WARMING RECEPTACLES EUH-2 MENS RR 27 20 2 2940 1440 28 25 2940 1440 2 20 26 AUDIO BOOTH RECEPTACLES EUH-1 VESTIBULE 23 20 2 2940 540 24 UH-1/UH-2 21 20 1 2280 540 2 20 22 STAGE RECEPTACLES 19 4480 1000 1 20 20 RECEPTACLES 108 EAST DC-1 17 20 2 4480 1000 1 20 18 RECEPTACLES 108 WEST 15 2820 720 1 20 16 RECEPTACLES EXTERIOR SHP-4/FC-4 13 30 2 2820 900 1 20 14 RECEPTACLES 105,107 11 5640 1440 1 20 12 RECEPTACLES 101,100,102 SHP-3/FC-3 9 60 2 5640 1440 1 20 10 RECEPTACLES MEN/WOMEN RESTROOMS 7 4000 1000 8 SHP-2/FC-2 5 40 2 4000 1000 2 20 6 GROUNDSKEEPING 106 RECEPTACLES 3 4000 1000 4 SHP-1/FC-1 1 40 2 4000 1000 2 20 2 GROUNDSKEEPING 106 RECEPTACLES LOAD NAME CKT NO BKR AMP POLE A B POLE BKR AMP CKT NO LOAD NAME NOTES: FEED THRU LUGS MODEL TYPE: PANELBOARD WIRES: 3 ENCLOSURE: NEMA 1 MANUFACTURER: SEE SPECIFICATIONS PHASES: 1 FED FROM: MOUNTING TYPE: SURFACE VOLTAGE: 120/240 Single MINIMUM AIC RATING: 19,366 LOCATION: ROOM 101 AMPS: 600 A TYPE OF MAIN: MCB PANEL:HP1 NOTES: RECEPTACLES 2160 100.00% 2160 TOTAL EST. DEMAND AMPS: 285.7 Other 170 100.00% 170 TOTAL EST. DEMAND: 68571.2 LIGHTING 5020 125.00% 6275 KITCHEN EQUIPMENT 2880 100.00% 2880 TOTAL CONNECTED AMPS: 280.5 EQUIPMENT 57256 100.00% 57256 TOTAL CONNECTED LOAD: 67316.2 LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS 287.3 273.6 TOTAL CONNECTED PHASE AMPS 34481 32835.4 TOTAL CONNECTED PHASE VA SPACE 41 1 1 42 SPACE SPACE 39 1 1 40 SPACE SPACE 37 1 1 38 SPACE SPACE 35 1 1 36 SPACE SPACE 33 1 1 34 SPACE SPARE 31 20 1 0 1 32 SPACE SPARE 29 20 1 0 0 1 20 30 SPARE SPARE 27 20 1 0 360 1 20 28 WINDOW POWER EF-1 25 20 1 580 360 1 20 26 WINDOW POWER FREEZER 23 20 1 1440 360 24 REFRIGERATOR 21 20 1 1440 360 2 20 22 DATA RACK 19 7440 917 1 20 20 EVENT 108 LIGHTING HP-2 17 20 2 7440 1427 1 20 18 EVENT 108 LIGHTING 15 7400 513 1 20 16 RM 105,106,107,109 LIGHTING HP-1 13 20 2 7400 896 1 20 14 RM 100, 100A,101,102,103,104,110 LIGHTING 11 2408 275 1 20 12 SOFFIT LIGHTING AHU-1 9 20 2 2408 600 1 20 10 NORTH POLE LIGHT 7 5480 408 1 20 8 STORAGE/MECH 201, 202 LIGHTING AHU-2 5 20 2 5480 0 1 20 6 STORAGE 109 LIGHTING 3 4650 1200 1 20 4 FIRE CONTROL PANEL ERV-1 1 20 2 4650 1440 1 20 2 STORAGE/MECH ROOM 201 RECEPTACLES LOAD NAME CKT NO BKR AMP POLE A B POLE BKR AMP CKT NO LOAD NAME NOTES: MODEL TYPE: PANELBOARD WIRES: 3 ENCLOSURE: NEMA 1 MANUFACTURER: SEE SPECIFICATIONS PHASES: 1 FED FROM: MOUNTING TYPE: SURFACE VOLTAGE: 120/240 Single MINIMUM AIC RATING: 19,366 LOCATION: ROOM 101 AMPS: 600 A TYPE OF MAIN: MLO PANEL:HP2 H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 ERV-1 AHU-2 AHU-1 EUH-4 HP1-35,37 HP2-2 STORAGE 201 MECHANICAL 202 EVENT 108 HP2-1,3 HP2-5,7 HP2-9,11 1 1 1 HP2-26 HP2-28 1. 60A 39 NEMA 1 NF DISCONNECT. # KEYNOTES GENERAL NOTES A. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLE CODES/STANDARDS. B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCH CIRCUITS. REVISIONS 9/9/2025 1:57:21 PM ELECTRICAL POWER PLAN SECOND FLOOR E301 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG 1/8" = 1'-0" E301 1 POWER PLAN SECOND FLOOR NORTH REF H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- DN F F F F FACP FARA AM VS VS VS WF VS PS DACT DOC F J J F GENERAL NOTES A. COMPLY WITH LATEST ADOPTED NEC, NFPA 72 AND LATEST ADOPTED IBC/IFC. 1 1 B C D E G A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 2 3 4 +64" AFF 3 +64" AFF 1 HP2 HP1 W AP W AP REVISIONS 9/9/2025 1:57:22 PM SPECIAL SYSTEMS PLANS E400 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I GG DRAWN BY I ES REVIEWED BY I GG 1 PROVIDE 2"C UNDER FLOOR FROM AUDIO BOTH TO STAGE. PROVIDE 6"x6"x4" J-BOX IN WALL. 2 PROVIDE 2"C FROM DATA RACK TO 6"x6"x4" J-BOX. 3 PROVIDE 1"C FROM TV TO DATA RACK. 4 PROVIDE 2"C FROM DATA RACK TO RIVER SHED FOR FIBER. PROVIDE 6 STRAND SINGLE MODE FIBER AND TERMINATE AT BOTH ENDS. 1/8" = 1'-0" E400 1 Special Systems Plan 1st Floor # KEYNOTES H A D I F O E T A T O S E R E D R E G I S T L E N G I N E E R P R O F E S S I O N A 10814 G A R Y G G N I S S A L 09/10/2025 ---PAGE BREAK--- GENERAL NOTES - FIRE ALARM A. B. C. D. E. F. G. H. I. J. K. COMPLY WITH LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL FIRE CODE (IFC), FIRE ALARM AND SIGNALING CODE (NFPA 72) AND NATIONAL ELECTRICAL CODE (NFPA 70) INCLUDING ANY LOCAL AMENDMENTS. ALL REFERENCES TO CODES AND STANDARDS SHALL BE AS NOTED IN THE FIRE ALARM CODE SUMMARY. ALL FIRE ALARM CIRCUITS WITHIN ACCESSIBLE CEILING SPACE SHALL BE FREE-RUN IN A DEDICATED J-HOOK SYSTEM PROPERLY SUPPORTED IN ACCORDANCE WITH NFPA 70. FIRE ALARM CIRCUITS LOCATED WITHIN INACCESSIBLE CONCEALED SPACES (WALLS AND GYPSUM CEILINGS) SHALL BE INSTALLED IN EMT (3/4" MIN.) AND STUBBED TO THE NEAREST ACCESSIBLE SPACE. ALL FIRE ALARM CABLES IN FINISHED SPACES SHALL BE CONCEALED. FIRE ALARM CABLES IN UNFINISHED SPACES SUCH AS MECHANICAL/ELECTRICAL SPACES SHALL BE ALLOWED TO BE EXPOSED. ALL EXPOSED CABLES BELOW 8'-0" SHALL BE IN EMT AND PAINTED WITH A RED ENAMEL PAINT. ALL FIRE ALARM CIRCUIT TERMINATIONS SHALL UTILIZE SCREW- TERMINALS. WIRE NUTS SHALL NOT BE ALLOWED IN J-BOXES. ALL FIRE ALARM CIRCUITS WITHIN TERMINATION J-BOXES SHALL INCLUDE ADEQUATE SERVICE LOOPS. STANDBY BATTERY CALCULATIONS SHALL BE PROVIDED FOR EACH INDIVIDUAL SYSTEM POWER SUPPLY. VOLTAGE DROP CALCULATIONS SHALL BE PROVIDED FOR EACH STANDARD NOTIFICATION APPLIANCE CIRCUIT. ALL FIRE ALARM DEVICES SHALL BE MOUNTED TO A STEEL BACKBOX OR ELECTRICAL BOX. SURFACE MOUNT LOCATIONS SHALL INCLUDE A FACTORY MATCHED BOX SPECIFIC TO THE DEVICE. REMOTE POWER SUPPLIES (NAC PANELS) SHALL BE PROVIDED IN SUFFICIENT QUANTITIES AND SHALL BE DETERMINED BY THE CONTRACTOR'S FINAL SHOP DRAWING DESIGN. PANEL LOCATIONS NOTED ON THESE DRAWINGS MERELY INDICATE ACCEPTABLE LOCATIONS. CONTRACTOR SHALL COORDINATE WITH OWNER UPON SUBSTANTIAL COMPLETION TO PROVIDE CONNECTION TO REMOTE SUPERVISING STATION AS APPROVED BY THE OWNER AND AHJ. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND LOCAL AHJ BEFORE PROGRAMMING FINAL DEVICE DESCRIPTIONS IN SYSTEM MEMORY. OBTAIN APPROVAL FROM BOTH PRIOR TO FINAL COMPLETION. REFER TO ELECTRICAL SPECIFICATIONS FOR FIRE ALARM EQUIPMENT AND INSTALLATION REQUIREMENTS. FIRE ALARM LEGEND SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS VISUAL NOTIFICATION DEVICE WALL MOUNTED INDICATES CANDELA RATING) COMBINATION AUDIO & VISUAL NOTIFICATION DEVICE WALL MOUNTED INDICATES CANDELA RATING) ADDRESSABLE MANUAL PULL STATION ADDRESSABLE SYSTEM SMOKE DETECTOR DUCT SMOKE DETECTOR WITH RELAY CONTROL/OUTPUT AND FAN UNIT SHUTDOWN INTERFACE FIRE ALARM REMOTE ANNUNICATOR FIRE ALARM CONTROL PANEL S SD FARA FACU SYMBOL DESCRIPTION ADDRESSABLE MODULE FIRE ALARM COMMUNICATOR - LTE (CELLULAR) DACT FIRE ALARM CONNECTION AS NOTED FIRE ALARM RECORD DOCUMENTS STORAGE BOX DOC F AM RL FIRE ALARM RELAY COMBINATION AUDIO & VISUAL NOTIFICATION DEVICE WALL MOUNTED WP INDICATES 'WEATHER PROOF' INDICATES CANDELA RATING) WP # # # VS CONNECTION TO TAMPER SWITCH, SWITCH BY OTHERS PS CONNECT TO FLOW SWITCH, SWITCH BY OTHERS VS CONNECTION TO PRESSURE SWITCH, SWITCH BY OTHERS FIRE ALARM CODE SUMMARY 1. • 2. • 3. • • • • • • 4. • • • • GROUP A-3 AND S-2 OCCUPANCY MULTI-STORY BUILDING - TWO STORIES ABOVE GROUND CONSTRUCTION: TYPE V-B (TABLE 601 OF THE IBC) REFERENCED CODES (INCLUDES ALL LOCAL ADOPTED AMENDMENTS): INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION INTERNATIONAL FIRE CODE (IFC) 2018 EDITION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS - (NFPA 13) 2019 EDITION NATIONAL ELECTRICAL CODE (NFPA 70) 2017 EDITION NATIONAL FIRE ALARM AND SIGNALING CODE (NFPA 72) 2016 EDITION INTERNATIONAL MECHANICAL CODE (IMC) 2018 EDITION SYSTEM SCOPE: ADDRESSABLE AUTOMATIC AND MANUAL SYSTEM WITH HVAC CONTROL. STANDARD AUDIBLE/VISIBLE NOTIFICATION THROUGHOUT ALL COMMON AREAS (CORRIDORS AND LOBBIES) MONITORING OF AUTOMATIC SPRINKLER SYSTEM AUTOMATIC REPORTING IN ACCORDANCE WITH NFPA 72 FINISHED CEILING FINISHED FLOOR BOD/CENTER OF STROBE LENS COD 44" 74" TO TOP OF TRIM 1'-6" MIN. IN HAZARDOUS LOCATIONS-TO BOTTOM OF CAN 80" AFF TO BOTTOM OF DEVICE OR 6" BELOW CEILING TO TOP OF DEVICE WHICHEVER IS LOWER FIRE FIRE F FIRE F FACU FIRE ALARM MOUNTING HEIGHTS FACU NAC FARA FIRE 1'-0" MIN. TO WALLS 3'-0" MIN. TO AIR TERMINAL SD HD # KEYNOTES 1. 2. 3. 4. 5. 6. 7. TYPICAL NOTIFICATION APPLIANCE CIRCUIT (NAC). TYPICAL SIGNALING LINE CIRCUIT (SLC). TYPICAL REMOTE INDICATING/TEST CIRCUIT. TYPICAL END OF LINE DEVICE (EOL) CLASS CIRCUIT. TYPICAL AUXILIARY 24VDC POWER CIRCUIT (FROM FACU). TYPICAL ANNUNCIATOR CIRCUIT, PROVIDE SLC FAULT ISOLATION MODULE FOR EACH FLOOR/ZONE IN ACCORDANCE WITH NFPA 72. FACU NAC WIREWAY BATTERIES FARA 120VAC/20A CIRCUIT DEDICATED TO FIRE ALARM SERVICE CAT5/RS485 TO BUILDING NETWORK INTERFACE #6 CU MAIN SERVICE GND SOLE/DUAL PATH CELLULAR COMMUNICATOR DACT ANTENNA F H F F F H F F AM SD F TO OTHER ADDRESSABLE DEVICES TS AM PS AM FS TO OTHER ADDRESSABLE DEVICES SD RTS HVAC FAN UNIT MOTOR 1 1 6 3 5 2 R 5 IM 7 4 4 FACU FIRE ALARM SYSTEM OPERATIONAL MATRIX SMOKE DETECTOR (ANY) INPUT MANUAL PULL STATION WET SPRINKLER SYSTEM WATERFLOW SWITCH DUCT SMOKE DETECTOR WET SPRINKLER SYSTEM VALVE SUPERVISORY SWITCH FACU - LOW BATTERY FACU- CIRCUIT FAULT (SHORT/OPEN/GROUND) ALARM SUPERVISORY FACU - CHARGER FAILURE FACU - PRIMARY (AC) POWER FAILURE FACU - COMMUNICATIONS FAILURE (DACT) ANY CIRCUIT BY-PASS BUTTON ACTIVATION TROUBLE AUDIBLE INDICATION VISIBLE "ALARM" INDICATION (LED+DESCRIPTIVE TEXT*) VISIBLE "SUPERVISORY" INDICATION (LED+DESCRIPTIVE TEXT*) VISIBLE "TROUBLE" INDICATION (LED+DESCRIPTIVE TEXT*) TRANSMIT SYSTEM "ALARM" SIGNAL TO SUPERVISING STATION TRANSMIT SYSTEM "SUPERVISORY" SIGNAL TO SUPERVISING STATION TRANSMIT SYSTEM "TROUBLE" SIGNAL TO SUPERVISING STATION ACTIVATE ALL SYSTEM AUDIBLE NOTIFICATION APPLIANCES ACTIVATE ALL SYSTEM VISIBLE NOTIFICATION APPLIANCES ACTIVATE EXTERIOR WATERFLOW INDICATOR (HORN/STROBE) CONTROL UNIT (PANEL) & ANNUNCIATOR REPORTING OCCUPANT NOTIFICATION SHUT DOWN ASSOCIATED HVAC FAN UNIT EMERGENCY CONTROL * DESCRIPTIVE TEXT SHALL INCLUDE DEVICE ADDRESS, DEVICE TYPE AND UP TO 40-CHARACTER DESCRIPTION X X X X X X X X X X X X X X X X X X X X X X X OUTPUT X X X X X X X X X X X X X X X X X X X X X LOW TEMPERATURE SIGNAL (FIRE RISER ROOM) DRY SPRINKLER SYSTEM LOW AIR PRESSURE SWITCH NITROGEN GENERATOR FAULT X X X LEVEL/ZONE 3 IM SD F HD AM LEVEL/ZONE 2 IM SD F HD AM LEVEL/ZONE 1 IM SD F HD AM FACU SLC CONFIGURATION SHALL BE IN ACCORDANCE WITH NFPA 72 (23.6.1) AND FIGURE A.23.6.1(C) 110 110 110 TO NEXT NOTIFICATION APPLIANCE, END-OF-LINE DEVICE, OR CLASS A RETURN TO FACU FROM FACU OR PREVIOUS NOTIFICATION APPLIANCE CIRCUIT PERFORMANCE REQUIREMENTS IN ACCORDANCE WITH THE APPLICABLE SECTION FOR PATHWAY CLASS DESIGNATION (NFPA 72, CHAPTER 12) NOT TO SCALE FA001 1 FIRE ALARM RISER DIAGRAM (TYPICAL) NOT TO SCALE FA001 5 FIRE ALARM NFPA 72 SLC PERFORMANCE DETAIL NOT TO SCALE FA001 6 FIRE ALARM NFPA 72 NAC PATHWAY DESIGNATION DETAIL REVISIONS 9/9/2025 11:44:39 AM GENERAL FIRE ALARM SYSTEM INFORMATION FA001 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I BINGHAM DRAWN BY I POWELL REVIEWED BY I BINGHAM FA001 GENERAL FIRE ALARM SYSTEM INFORMATION FA100 FIRE ALARM PLANS FIRE ALARM SHEET INDEX ---PAGE BREAK--- DN F F F F FACP FARA AM VS VS VS WF VS PS DACT DOC F SD F SD SD 1. 2. 3. 4. 5. 6. 7. COORDINATE EXACT QUANTITIES OF VALVE SUPERVISORY SWITCHES AND FLOW ALARM SWITCHES WITH THE FIRE SPRINKLER CONTRACTOR (TYPICAL OF ALL. ALL SWITCHES SHALL BE MONITORED AND ANNUNCIATED INDIVIDUALLY. EXCEPTION: TAMPER SWITCHES ASSOCIATED WITH A SINGLE BACKFLOW PREVENTER SHALL BE MONITORED AND ANNUNCIATED AS A SINGLE POINT. LOCATION OF THE REMOTE ANNUNCIATOR SHALL BE APPROVED BY THE LOCAL AHJ PRIOR TO ROUGH-IN. COORDINATE LOCATION OF EXTERIOR WATER FLOW HORN/STROBE WITH FIRE SPRINKLER CONTRACTOR. MOUNT DIRECTLY ABOVE FIRE DEPARTMENT CONNECTION. PROVIDE SIGNAGE INDICATING "FACU" AT ROOM ENTRY DOOR. PROVIDE DOCUMENT STORAGE BOX IN ACCORDANCE WITH NFPA 72 AND LOCATE ADJACENT TO FACU. PROVIDE ADDRESSABLE DUCT DETECTION WITH INTEGRAL RELAY ON THE RETURN SIDE OF UNIT OF ALL INLETS IN ACCORDANCE WITH NFPA 72. COORDINATE WITH MECHANICAL CONTRACTOR (TYPICAL OF ALL). LOCATE REMOTE TEST SWITCH WITH LED INDICATOR LIGHT WITHIN ADJACENT ACCESSIBLE SPACE. LABEL DEVICE WITH ASSOCIATED FAN UNIT OR DAMPER AND FLOOR (TYPICAL OF ALL). # SHEET NOTES GENERAL NOTES - FIRE ALARM A. B. C. D. E. F. G. H. I. J. K. COMPLY WITH LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL FIRE CODE (IFC), FIRE ALARM AND SIGNALING CODE (NFPA 72) AND NATIONAL ELECTRICAL CODE (NFPA 70) INCLUDING ANY LOCAL AMENDMENTS. ALL REFERENCES TO CODES AND STANDARDS SHALL BE AS NOTED IN THE FIRE ALARM CODE SUMMARY. ALL FIRE ALARM CIRCUITS WITHIN ACCESSIBLE CEILING SPACE SHALL BE FREE-RUN IN A DEDICATED J-HOOK SYSTEM PROPERLY SUPPORTED IN ACCORDANCE WITH NFPA 70. FIRE ALARM CIRCUITS LOCATED WITHIN INACCESSIBLE CONCEALED SPACES (WALLS AND GYPSUM CEILINGS) SHALL BE INSTALLED IN EMT (3/4" MIN.) AND STUBBED TO THE NEAREST ACCESSIBLE SPACE. ALL FIRE ALARM CABLES IN FINISHED SPACES SHALL BE CONCEALED. FIRE ALARM CABLES IN UNFINISHED SPACES SUCH AS MECHANICAL/ELECTRICAL SPACES SHALL BE ALLOWED TO BE EXPOSED. ALL EXPOSED CABLES BELOW 8'-0" SHALL BE IN EMT AND PAINTED WITH A RED ENAMEL PAINT. ALL FIRE ALARM CIRCUIT TERMINATIONS SHALL UTILIZE SCREW- TERMINALS. WIRE NUTS SHALL NOT BE ALLOWED IN J-BOXES. ALL FIRE ALARM CIRCUITS WITHIN TERMINATION J-BOXES SHALL INCLUDE ADEQUATE SERVICE LOOPS. STANDBY BATTERY CALCULATIONS SHALL BE PROVIDED FOR EACH INDIVIDUAL SYSTEM POWER SUPPLY. VOLTAGE DROP CALCULATIONS SHALL BE PROVIDED FOR EACH STANDARD NOTIFICATION APPLIANCE CIRCUIT. ALL FIRE ALARM DEVICES SHALL BE MOUNTED TO A STEEL BACKBOX OR ELECTRICAL BOX. SURFACE MOUNT LOCATIONS SHALL INCLUDE A FACTORY MATCHED BOX SPECIFIC TO THE DEVICE. REMOTE POWER SUPPLIES (NAC PANELS) SHALL BE PROVIDED IN SUFFICIENT QUANTITIES AND SHALL BE DETERMINED BY THE CONTRACTOR'S FINAL SHOP DRAWING DESIGN. PANEL LOCATIONS NOTED ON THESE DRAWINGS MERELY INDICATE ACCEPTABLE LOCATIONS. CONTRACTOR SHALL COORDINATE WITH OWNER UPON SUBSTANTIAL COMPLETION TO PROVIDE CONNECTION TO REMOTE SUPERVISING STATION AS APPROVED BY THE OWNER AND AHJ. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND LOCAL AHJ BEFORE PROGRAMMING FINAL DEVICE DESCRIPTIONS IN SYSTEM MEMORY. OBTAIN APPROVAL FROM BOTH PRIOR TO FINAL COMPLETION. REFER TO ELECTRICAL SPECIFICATIONS FOR FIRE ALARM EQUIPMENT AND INSTALLATION REQUIREMENTS. B C D E A F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 WOMEN'S RESTROOM 103 MEN'S RESTROOM 104 STORAGE 109 SERVING/ WARMING 110 EVENT 108 WASH 107 GROUNDSKEEPING 106 JANITOR 105 30 30 75 30 15 30 15 110 110 LOBBY 102 VESTIBULE 100 WP 75 110 STAGE 108A AUDIO BOOTH 108B 30 110 1 2 3 4 5 COAT CLOSET 100A FIRE RISER/ ELECTRICAL/ SERVER 101 B C D A 1 2 3 4 5 6 MECHANICAL 202 STORAGE 201 AHU-1 RETURN AHU-1 AHU-2 AHU-2 RETURN 6 6 7 7 30 75 REVISIONS 9/9/2025 11:44:40 AM FIRE ALARM PLANS FA100 I Project# COSTAR_EC I L:\COSTAR_EC\BIMCAD\Revit 09.05.2025 © 2025 I ALL RIGHTS RESERVED CONSTRUCTION DOCUMENTS CITY OF STAR EVENT CENTER CITY OF STAR PROJ# I COSTAR_EC DESIGNED BY I BINGHAM DRAWN BY I POWELL REVIEWED BY I BINGHAM 1/8" = 1'-0" FA100 1 FIRE ALARM FIRST FLOOR PLAN 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" NORTH REF 1/8" = 1'-0" FA100 2 FIRE ALARM SECOND FLOOR PLAN 16 8 0 SCALE IN FEET SCALE: 1/8" = 1'-0" NORTH REF