March 10 2026 Town Board Meeting — Documents

Materials Graphic Symbols Location Map Project Team EARTH COMPACT FILL/SAND POROUS FILL/GRAVEL FACE BRICK MORTAR/PLASTER CMU CONCRETE RIGID INSULATION BATT INSULATION STUD WALL/METAL PLYWOOD GYPSUM BOARD FINISHED WOOD CONT. ROUGH WOOD WOOD BLOCKING BITUMINOUS SPRAY FOAM INSUL. OSB SHEATHING DETAIL NUMBER SHEET NUMBER AREA TO BE DETAILED OR ENLARGED ACTUAL NORTH (IF DIFFERENT) REVISION TYPE SHEET NUMBER SECTION NUMBER 5 A8.1 AREA A SHEET NUMBER ELEVATION NUMBER A7.2 12 13 14 15 NORTH ARROW / COMPASS DETAIL REFERENCE SECTION REFERENCE REVISION IDENTIFICATION TITLE MARKER ROOM IDENTIFICATION ROOM NAME ROOM NUMBER DOOR TAG BREAKLINE ELEVATION REFERENCE WALL TAG WINDOW TAG ELEVATION LABEL MATCHLINE IDENTIFICATION NOTE IDENTIFICATION (LEADER OPTIONAL) 10 A7.1 1 1 A5.1 WORK ROOM 204 T.O. STL. 100' -0" 204 1 VIEW TITLE VIEW SCALE W205 1ASI 5A SEQUENTIAL INDICATOR APPROXIMATE THICKNESS IN INCHES N REPRESENTS NEW DOOR REPRESENTS EXISTING DOOR TO REMAIN REPRESENTS EXISTING DOOR TO BE REMOVED WALLS WITH HATCH INDICATE NEW CONSTRUCTION WALLS SHADED GRAY INDICATE EXISTING TO REMAIN DASHED LINES INDICATE WALLS & ITEMS TO BE REMOVED PLAN NORTH REVISION NUMBER 5A 48" PARTIAL HT. WALL; IN INCHES AREA B Star Indicates Project Location Refer to Civil OWNER ARCHITECT STRUCTURAL ENGINEER Town of Brule Brule, WI MECH/ELECT. ENGINEER CIVIL ENGINEER Northland Consulting Engineers 102 S. 21st Avenue West Suite 1 Duluth, MN 55806 Phone: 218 -727 -5995 Contact: Jon Aamodt Email: jon@nce -duluth.com Windsor Egineers 4802 Oneota St, Ste 2 Duluth, MN 55807 Phone: 218 -206 -8484 Contact: Josh Netterlund Email: jnetterlund@windsorengineers.com ARCHITECT Contact: John Erickson Email: jerickson@dsgw.com DSGW Architects 2 West First St. Suite 201 Duluth, MN 55802 Phone: 218 -727 -2626 Windsor Egineers 4802 Oneota St, Ste 2 Duluth, MN 55807 Phone: 218 -203 -8323 Contact: Jack Dougherty Email: jdougherty@windsorengineers.com 7-Mechanical - Plumbing M0.1 Cover Sheet -Mechanical M0.2 Schedules -Mechanical M2.1 Floor Plan -Mechanical M2.2 Me -Mechanical M5.1 Cover Sheet -Mechanical P0.1 Cover Sheet Schedules Schedules Underfloor Plan Floor Plan Enlarged Floor Plan Details P0.2 P0.3 P2.1 P2.2 P3.1 P5.1 Details P5.2 Diagrams P6.1 1-Civil G001 Sheet Index and Notes G002 Civil Legends and Abbreviations G003 Topographic Survey C050 Existing Conditions and Demolition C100 Composite Site and Utility Plan C110 Erosion Control and Grading C111 Grading Enlargement C300 Stormwater Facility C600 Erosion Control Details C610 Site Details C620 Sewer Details 3-Structural S0.1 General Notes/Sheet Index S1.0 Typical Details -Concrete S1.1 Typical Details -Light Gauge Steel S2.0 Foundation Plan/Mezzanine Framing Plan S3.0 Sections and Details 8-Electrical E0.1 Cover Sheet - Electrical E0.2 Schedules - Electrical E1.0 Site Plan - Electrical E2.1 Floor Plan - Electrical E3.1 Lighting RCP - Electrical E5.1 Details - Electrical E6.1 One -Line Diagram - Electrical Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:13 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage G0.1 24x36 Title Sheet Town of Brule, Wisconsin 0-General Sheets G1.1 Life Safety Plan & Energy Code Summary G1.2 Mounting Heights Project Number: Brule Public Works Garage Town of Brule, Wisconsin 025170.00 ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECT B.O. / BO BOTTOM OF B.SPLASH BACKSPLASH BLDG BUILDING BLKG BLOCKING BRG BEARING C-TOP COUNTERTOP CG CORNER GUARD CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINOUS CPT CARPET CT CERAMIC / PORCELAIN TILE D DEEP DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DS DOWNSPOUT DW DISHWASHER DWG DRAWING EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL EPDM ETHYLENE PROPYLENE DIENE MONOMER ROOFING EQ EQUAL (EQUALLY) EQUIP / EQPT. EQUIPMENT EXST / EX. / EXIST. EXISTING EXT EXTERIOR F.T. FIRE TREATED F.V. FIELD VERIFY FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FFGB FIBERGLASS FACED GYPSUM BOARD FLR FLOOR FRP FIBERGLASS REINFORCED PANEL FTG FOOTING FUR FURRING GALV GALVANIZED GB GRAB BAR GLAZ GLAZING GYP. BD / G.BD / GBD GYPSUM BOARD H HIGH HC HANDICAPPED HM HOLLOW METAL HT HEIGHT ICF INSULATED (OR INSULATING) CONCRETE FORM INSUL INSULATION INT INTERIOR JST JOIST LAM LAMINATE LVT LUXURY VINYL TILE 1. General Notes apply to all drawing sheets. 2. Review the Construction Documents prior to start of construction. Notify Architect upon encountering any unforeseen conditions, discrepancies, errors, or inconsistencies. 3. Work shall be done in accordance with all rules a nd regulations of all applicable safety and building codes. The General Contractor is responsible for securing and paying for all permits required and for the scheduling of all required inspections during the course of the project. 4. The General Contractor shall take precautions and be responsible for the safety of all building occupants from construction procedures during construction to minimize disturbances to adjacent spaces and /or structures and their occupants, property, public thoroughfares, etc. Maintain all required exits during construction. 5. All materials and systems shall be installed as p er manufacturer's specifications and all construction shall be of industry standard or better. 6. Do not scale drawings. Verify all dimensions in the field for accuracy prior to construction. No extra charge or compensation shall be allowed because of difference between actual dimensions and those indicated on the drawings, unless they contribute to a change in the scope of work. 7. In the event of conflict between data shown on dr awings and data shown in the Specification, the Work of greater quality or quantity shall be provided, in accordance with the Architect's interpretation, and no change in the Contract Sum will be permitted. Detail drawings take precedent over drawings of larger scope. Notify Architect if at any time an error or discrepancy is discovered. 8. Immediately notify Architect of any long lead ite ms that will affect the completion date 9. All wood in contact with concrete or concrete blo ck to be pressure treated - typical. 10. Provide metal backing and / or treated wood bloc king for all wall mounted equipment (grab bars, toilet room accessories, TV mounts, headwalls, equipment rails, etc.) Verify height and length with actual equipment. 11. Patch all disturbed fireproofing as required to maintain rating. Repair and install all fireproofing as required by code. Fireproof any new penetrations required by the work. Refer to code summary for ratings. 12. All exposed metal to receive paint unless otherw ise noted 13. All adjacent dissimilar materials to receive cau lking, including equipment mounted to walls MANUF MANUFACTURER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC / O.C. ON CENTER OFD OVERFLOW DRAIN OH OVERHEAD P.T. PRESSURE TREATED PC PRECAST PL PLATE PLAM / P.LAM. PLASTIC LAMINATE PLY / PLYWD PLYWOOD PMB PRE-MANUFACTURED METAL BUILDING SYSTEM PNT PAINT PREFIN / P/F PREFINISHED PTD PAPER TOWEL DISPENSER QT QUARRY TILE QTY QUANTITY RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCED REQD REQUIRED RF RESILIENT FLOORING RPF STRIP REINFORCED PERIMETER FASTENING STRIP RTU ROOF TOP UNIT (MECH.) RWL RAIN WATER LEADER S.SPLASH SIDESPLASH SACT SUSPENDED ACOUSTICAL CEILING TILE SCHED SCHEDULE SD SOAP DISPENSER SEAL SEALANT (SEALED) SF SQUARE FOOT (FEET) SIM SIMILAR SIP STRUCTURAL INSULATED (OR INSULATING) PANEL SND SANITARY NAPKIN DISPOSAL SPEC SPECIFICATION SS STAINLESS STEEL SSM SOLID SURFACE MATERIAL STL STEEL STND STANDARD STRUCT STRUCTURAL CONSULTANT SV SHEET VINYL T.O. TOP OF TBB TILE BACKER BOARD TEMP TEMPERED TPD TOILET PAPER DISPENSER TRTD TREATED TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VINYL BASE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VWC VINYL WALL COVERING W WIDE W/ WITH W/O WITHOUT WD WOOD WRB WEATHER RESISTIVE BARRIER # NUMBER (OR POUND) & AND @ AT Abbreviations Perspective View Sheet Index Architectural General Notes êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ 4-Architectural A2.0 Floor Plan A2.1 Enlarged Plans & Interior Elevations A2.2 Roof Plan / RCP Plan A4.1 Schedules and Types A5.1 Exterior Elevations A5.2 Exterior Elevations 3D A6.1 Building Sections & Wall Sections A6.2 Wall Sections Life Safety Analysis 13'-7" Life Safety & Energy Code Analysis REF. BUILDING EXIT ACCESSIBLE FEATURE ROOM OCCUPANCY EXIT SIGNAGE EMERGENCY LIGHTING # 1 HOUR FIRE BARRIER (EXIT ENCLOSURE OR SHAFT) 1 HOUR FIRE BARRIER (OTHER) 2 HOUR FIRE BARRIER (EXIT ENCLOSURE OR SHAFT) 2 HOUR FIRE BARRIER (OTHER) SMOKE RESISTANT PARTITION 2 HOUR FIRE WALL 1 HOUR FIRE PARTITION MAX EXIT ACCESS TRAVEL POINT EXIT COMMON EGRESS PATH FIRE EXTINGUISHER FIRE EXTINGUISHER WITH CABINET R P 14 227 EXIT CAPACITY REQUIRED PROVIDED E FEX FEC 1 HOUR SMOKE BARRIER 3 HOUR FIRE (WALL OR BARRIER) 4 HOUR FIRE (WALL OR BARRIER) MAX EXIT ACCESS TRAVEL POINT EXIT NODE DISTANCE BETWEEN NODES (XX' MAX EXIT ACCESS) EGRESS PATH MAX EGRESS PATH SUMMARY: ALLOWABLE AREA CALCULATIONS FIXTURE TYPE REQUIRED MINIMUM TOTAL PROVIDED WATER CLOSET MEN PLUMBING SYSTEMS NOTES: WOMEN WATER CLOSETS: OCCUPANT LOAD: Business, RATIO: 1 PER 25 1st 50, Then 1 per 50 LAVATORIES: OCCUPANT LOAD: Business, RATIO: 1 PER 40 1st 80, Then 1 per 80 DRINKING FOUNTAINS: OCCUPANT LOAD: Business, RATIO: 1 PER 100 UNISEX MEN WOMEN UNISEX ** ALL RATED WALLS SHALL BE IDENTIFIED BY STENCILING ON EACH SIDE OF THE WALL ABOVE THE CEILING WITH 3" HIGH LETTERS IDENTIFYING THE TYPE OF WALL RATING "SMOKE PARTITION, 1 HOUR FIRE BARRIER, OR 1 HOUR SMOKE BARRIER". SPACING OF IDENTIFICATIONS SHALL BE 6'-0" APART HORIZONTALLY. REFER TO LIFE SAFETY PLAN FOR RATED WALL LOCATIONS. ** LAVATORY DRINKING FOUNTAIN SHOWER SERVICE SINK URINAL 1 1 3 0 0 1 1 3 0 0 0 0 1 1 1 1 FIRE RESISTANCE RATINGS (TABLE 601) 0 HR. 0 HR. 0 HR. 0 HR. 0 HR. 0 HR. 0 HR. WISCONSIN Applicable Building Codes: 2021 International Building Code Wisconsin Commerical Building Code Fire Code: 2021 International Fire Code Mechanical Code: 2021 International Mechanical Code Energy Code: 2021 International Energy Code Plumbing Code: 2018 Wisconsin Uniform Plumbing Code Electrical Code: National Electrical Code 2020 STRUCTURAL FRAME BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR NONBEARING WALLS - EXTERIOR NONBEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION PROJECT TYPE: SPRINKLER SYSTEM: FIRE ALARM SYSTEM: NON-SEPARATED OCCUPANCY: SEPARATED OCCUPANCY: NEW BUILD NO NO NO NO OCCUPANCY TYPE CONSTRUCTION TYPE SPRINKLE CLASS (NS/S1/SM) VEHICLE STORAGE S-1 II-B NS OCCUPANCY GROUP ALLOWABLE HT. (FT) (TABLE 504.3) 65 ACTUAL STORIES ABOVE GRADE (S a) ACTUAL HEIGHT (FT) ALLOW. STORIES ABOVE GRADE (TABLE 504.4) 18 3 1 TABULAR SF (A t - TABLE 506.2) 9,500 ACTUAL SF 1,970 ALLOW. AREA (NS - TABLE 506.2) 9,500 FRONTAGE INCREASE SF (I f) (SECTION 506.3) 7,125 ALLOW. AREA (A a) 16,625 FRONTAGE INCREASE % 75% AIR BARRIER <0.004 cfm/ft^2 ASTM E2178 <0.004 cfm/ft^2 ASTM E2178 OCCUPANT LOAD (SEC 1004) EXIT TRAVEL DISTANCE (SEC 1017) NUMBER OF EXITS (SEC 1006) OCCUPANT LOAD: OCCUPANCY: MAX. TRAVEL DISTANCE (FT): A 200 SEE CODE PLAN ASSEMBLY A-3 II-B NS 65 30 2 1 17,500 4,560 17,500 13,125 30,625 75% MEANS OF EGRESS (CH. 10) REQUIRED: PROVIDED: 2 2 MIXED USE AND OCCUPANCY (SEC. 508) OCCUPANCIES EXCEPTION RATING (HR) A S-1 2 S-1 200 CORRIDORS (SEC 1020) FIRE RATING (HR): MIN. WIDTH (INCHES): MAX. DEAD END DISTANCE (FT): N.a. PLUMBING SYSTEMS (CH. 29) (TABLE 2902.1) This project is for the Town of Brule's Public Works Department and Town Administration. It will be a rigid steel framed structure with a service garage consiting of four bays and five overhead garage doors, staff area, restroom and miscallaneous storage for equipment and supplies. Abutting the garage will be an administration building with one office, small kitchenette, two restrooms and a large meeting room. Code Requirements ENERGY CODE: MINNESOTA ENERGY CODE 2024 - Prescriptive Method Design Criteria 7 THERMAL ENVELOPE ZONE ROOFS: METAL BUILDING WALLS: METAL BUILDING HEATED SLAB OPAQUE DOORS: SWINGING FENESTRATION OPERABLE ENTRANCE DOORS FIXED R-30+R-11 LS U-0.029 R-20 for 48" below R-5 Full Slab U-0.37 U-0.37 U-0.36; SHGC 0.36 U-0.30 Argon U-0.63; SHGC 0.36 U-0.29 U-0.29; SHGC 0.40 U-0.45 R-30+R-11 LS U-0.029 R-13+R-17 C.I. U-0.044 R-13+R-17 C.I. U-0.044 R-20 for 48" below R-5 Full Slab Exit Width Required Provided 2" 36" S-1 Occ 4,960 sf A-3 Occ 1460 sf Exit Width Required Provided 2" 36" FEX FEX EE E E Exit Width Required Provided 6" 36" 54 Exit Width Required Provided 6" 36" 8 8 20' 22' 33' 30 8' 13' 36' 12' 27 27 16 E 3-HR FIRE BARRIER NOTE: PLATFORM OVER THESE ROOMS IS DESIGNATED AS AN EQUIPMENT PLATFROM AND NON -OCCUPIED -- WILL BE MARKED "NO STORAGE ALLOWED" NOTES: 903.2.9: S-1 LIMITED TO LESS THAN 5,000 SF FIRE AREA WITHOUT A SPRINKLER SYSTEM 707.3.10: FIRE AREA TO BE SEPARATED WITH FIRE BARRIER RATED 3-HOUR FEX Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:14 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage G1.1 Life Safety Plan & Energy Code Summary Town of Brule, Wisconsin 3/32" = 1'-0" G1.1 1 Level 1 Code Plan êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ URINAL SIDE VIEW URINAL SHIELD URINAL SHIELD STANDARD URINAL FRONT VIEW NOT ACCESSIBLE ADA URINAL FRONT VIEW MIN. CLEAR FLOOR AREA 48" 17" MAX FLOOR AREA 30" MIN. CLR. SEE NOTE ABOVE 48" MAX. 30" SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER TYPICAL FIXTURES AND ACCESSORIES MOUNTING HEIGHTS LAVATORY SIDE VIEW 17" MIN. 34" MAX. 48" MIN. CLR. FLR AREA LAVATORY FRONT VIEW MIRROR 30" MIN. 24" TYP 36" TYP 34" MAX. 40" MAX. REFL'D SURFACE KNEE CLEARANCE MIN. 11" MIN. 8" MAX. 6" MIN. 15" COUNTER WHERE OCCURS ACCESSIBLE LAVATORY BOWL 6 1/2" DEEP MIN. 9" MIN. 27" PIPE SHIELD TYP. MIRROR MIRROR WITH OUT LAVATORIES OR COUNTERTOPS 40" MAX. FULL LENGTH MIRRORS SHOULD BE 74" MIN. HAND DRYER SIDE VIEW HAND DRYER FRONT VIEW SEE NOTE ABOVE FOR SIDE APPROACH 50" CLR. FL. SPACE SEE NOTE ABOVE 10" FOR SIDE APPROACH 30" CLR. FL. SPACE SOAP DISPENSER FOR SIDE APPROACH 48" CLEAR FLR. SPACE MAX. HT. @ COUNTERS 44" SEE NOTE ABOVE SEE NOTE ABOVE PAPER TOWEL DISPENSERS KNEE CLEARANCE TOE CLEARANCE KNEE CLEARANCE TOE CLEARANCE MIN 11" 25" MAX 9" 17" - 25" 6" MAX 9" MIN 8" 27" MIN F.E.C. RECESSED F.E.C. MOUNT CONTROLS @ 40" A.F.F. FIRE EXTINGUISHER CABINET FRONT VIEW 48" MAX. OPERABLE PARTS OPERABLE PARTS 15" MIN. 40" COUNTER W/ BACK SPLASH SEE TABLE 603.6 DIM (B) NOTE: TO OPERABLE PART OF PTD & HAND DRYERS WITHOUT COUNTER OR OBSTRUCTION TYPICAL 48" MAX FORWARD APPROACH & SIDE APPROACH (A) MAX SEE TABLE 603.6 (B) MAX MAX REACH DEPTH (A) MAX REACH HEIGHT (B) 0.5" 48" 2" 46" 5" 42" 6" 40" 9" 36" 11" 34" TABLE 603.6 PAPER TOWEL DISPENSER FRONT VIEW @ COUNTER OR LAVATORY IN TOILET & BATHING ROOMS (HAND DRYER SIM.) PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED ITEMS WATER CLOSET SIDE VIEW (F LOOR MOUNT ) WATER CLOSET FRONT VIEW (FLOOR MOUNT ) MAX. 12" MIN. 42" 39" - 41" MIN. CLR. FLOOR AREA 48" 33" - 36" 39" - 41" 18" MIN. 33" - 36" MIN. CLEAR FLOOR AREA 42" 16" - 18" 36" MIN. OR 48" FROM WATER CLOSET 78" MIN. 58" STANDARD TYP. 12" 6" 60" MIN. 6" 6" x 9" MIN. TOE SPACE TYP. (12" HIGH FOR CHILDREN) PARTITION WHERE OCCURS 1 1/4" -2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL TYP. FOR ALL GRAB BARS. PROVIDE BLOCKING TYP. PROTRUDING DISPENSER IN AREA 1 1/2" BELOW GRAB BAR ONLY AMBULATORY STALL SIDE VIEW TYP. BOTH SIDES MAX. 12" MIN. 42" 39" - 41" 33" - 36" 39" - 41" 18" MIN. 60" MIN. VERIFY SIZE W/MANUFACTURER 58" TYP. 12" 6" GRAB BARS TYP. 24" MIN. MIN. 18" AMBULATORY STALL FRONT VIEW 36" 6" PARTITION 17" - 19" 33" - 36" 39" - 41" 18" MIN. 54" MIN. 54" MIN. 24" MIN. 12" MIN. 42" MAX. 39" - 41" 18" MIN. 9" 12" 9" 12" NOTE: FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET NOTE: AMBULATORY STALL FLUSH CONTROLS SHALL BE PERMITTED ON EITHER SIDE OF THE WATER CLOSET 17" - 19" 17" - 19" 17" - 19" 1 1/2" MIN MIN. 18" 1 1/2" MIN 24" MIN 42" MAX 17" - 19" 17" MAX 24" 13 1/2" MIN OH BRACE FLOOR MOUNT 8" 36" MAX 48" MAX PROTRUDING DISPENSER IN AREA 1 1/2" BELOW GRAB BAR ONLY 36" MAX 48" MAX RECESSED DISPENSER MAY ALSO BE INSTALLED WITHIN SHADED AREA RECESSED DISPENSER MAY ALSO BE INSTALLED WITHIN SHADED AREA Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:15 AM 025170.00 Template xx 3/10/2026 Brule Public Works Garage G1.2 Mounting Heights Town of Brule, Wisconsin êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ PROJECT NOTESTHE PROPOSED PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW PUBLIC WORKSGARAGE BUILDING APPROXIMATELY 132 FEET BY 53 FEET IN SIZE, INCLUDING ASSOCIATEDSITE IMPROVEMENTS SUCH AS A GRAVEL DRIVE AISLE AND PARKING AREA, SIDEWALKINSTALLATION, SANITARY SEWER SERVICE, WATER WELL INSTALLATION, AND A STORMWATERMANAGEMENT FACILITY. THE PROJECT SITE ENCOMPASSES APPROXIMATELY 6.00 ACRES ANDIS LOCATED WITHIN THE TOWN OF BRULE NEAR THE INTERSECTION OF OLD HIGHWAY 2 ANDDUMP ROAD. THE PROPOSED DEVELOPMENT WILL RESULT IN APPROXIMATELY 2.08 ACRES OFLAND DISTURBANCE.PARCEL NO.(S):BR-006-00179-00SITE ADDRESS:0 DUMP ROADBRULE, WI. 54820LEGAL DESCRIPTION:E-1/2 NW-1/4, LYG N & W OF TOWN RD 13-47-10, DESC 413 RP 930, EX R/WCOUNTY:DOUGLAS COUNTY, WISCONSINCONTACT INFORMATIONAPPLICANT / PROPERTY OWNERTOWN OF BRULE, WISCONSIN5231 S COUNTY LINE ROADBRULE, WI 54820CONTACT: TOWN OF BRULEPHONE: (218) 591-0693EMAIL: CLERK@BRULEWI.GOVREPRESENTATIVE / CONTACTWINDSOR ENGINEERS, LLC4802 ONEOTA STREET, SUITE 2DULUTH, MN 55807CONTACT: JACK DOUGHERTYPHONE: (218) 203-8323EMAIL: JDOUGHERTY@WINDSORENGINEERS.COMARCHITECTDSGW ARCHITECTURE2 W 1ST ST SUITE 201DULUTH, MN 55802CONTACT: NICK HULSTROMPHONE: (218) 727-2626EMAIL: NHULSTROM@DSGW.COMGEOTECHNICAL ENGINEERTWIN PORTS TESTING1301 N 3RD ST.SUPERIOR, WI 54880CONTACT: BRETT CARLSONPHONE: 715-392-7114EMAIL: BCARLSON@TWINPORTSTESTING.COM GENERAL PLAN NOTES1. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. A MINIMUM OFTWO FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CALL 811 (UTILITYNOTIFICATION CENTER) FOR LOCATION MARK-UP OF EXISTING UTILITIES3. IN CASE OF A CONFLICT BETWEEN THE REGULATORY STANDARDS OR SPECIFICATIONS, THE MORESTRINGENT REQUIREMENT WILL PREVAIL.4. ANY CHANGES TO THE DESIGN AND/OR CONSTRUCTION SHALL BE APPROVED BY THE OWNER OR ENGINEER.5. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION NOTSPECIFICALLY SHOWN ON THE PLANS. PLANS FOR STRUCTURES SUCH AS BRIDGES, BUILDINGS, TANKS,VAULTS, ROCKERIES, AND RETAINING WALLS MAY REQUIRE A SEPARATE REVIEW AND APPROVAL BY THEBUILDING DEPARTMENT PRIOR TO CONSTRUCTION.6. A COPY OF THESE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INPROGRESS.7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS ANDPERMITS NECESSARY TO PERFORM THE WORK.8. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.9. PUBLIC AND PRIVATE DRAINAGE WAYS SHALL BE PROTECTED FROM POLLUTION. NO MATERIAL IS TO BEDISCHARGED TO OR DEPOSITED IN STORMWATER SYSTEMS THAT MAY RESULT IN VIOLATION OF STATE ORFEDERAL WATER QUALITY STANDARDS.10. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE AN APPROVED PUBLIC RIGHT-OF-WAYWORK PERMIT PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT-OF- WAY.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, ANDSAFETY OF THE PUBLIC, COMPLY WITH OSHA REGULATIONS, AND TO PROTECT PROPERTY IN CONNECTIONWITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ALL TRAFFIC CONTROL DEVICES SHALLCONFORM TO THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. TWO-WAY TRAFFIC MUST BEMAINTAINED AT ALL TIMES ON THE ADJACENT PUBLIC STREETS.12. ANY PUBLIC OR PRIVATE CURB, GUTTER, SIDEWALK, OR ASPHALT DAMAGED DURING CONSTRUCTIONSHALL BE REPAIRED TO DOUGLAS COUNTY STANDARDS AND PRACTICES.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ADJACENT UTILITIESWHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WATER, SANITARY SEWER, STORMWATER, POWER,TELEPHONE, CABLE TV, GAS, IRRIGATION, AND STREET LIGHTING. THE CONTRACTOR SHALL NOTIFYRESIDENTS AND BUSINESSES 48 HOURS IN ADVANCE OF ANY WORK AFFECTING ACCESS OR SERVICE ANDSHALL MINIMIZE INTERRUPTIONS TO DRIVEWAYS FOR RESIDENTS AND BUSINESSES ADJACENT TO THEPROJECT.14. ALL LAWN AND VEGETATED AREAS DISTURBED WILL BE RESTORED TO ORIGINAL CONDITION. ANYDISTURBANCE OR DAMAGE TO OTHER PROPERTY ON ADJACENT PARCELS OR IN THE PUBLIC RIGHT OF WAYSHALL ALSO BE REPAIRED OR RESTORED TO ORIGINAL CONDITION.15. ALL MATERIALS AND METHODS OF CONSTRUCTION AND INSTALLATION FOR WATER, SANITARY SEWER, ANDSTORM FACILITIES SHALL CONFORM TO THE AHJ AND LGU. CONSTRUCTION SHALL BE AS PER THE MOSTCURRENT STANDARD DETAIL CONTAINED THEREIN.16. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AND STRUCTURESAS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND WERE OBTAINED FROM SOURCES OF VARYINGRELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES,EXTENT, SIZES, LOCATIONS, AND DEPTHS OF UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATEAND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION OFAND PROVIDE PROTECTION FOR ALL UTILITIES AND STRUCTURES. OVERHEAD UTILITIES ARE NOT SHOWN.17. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR OR BY THEUTILITY.18. WHERE THE CONTRACTOR MUST RELOCATE WATER AND GAS UTILITIES, SHUTDOWN SHALL ONLY BEACCOMPLISHED BY THE CITY OR UTILITY PURVEYOR.19. ALL OPEN TRENCHES THAT IMPACT PUBLIC ACCESS OR OTHER PROJECT WORK ACCESS OUTSIDE OF THISPROJECTS SITE, MUST BE STEEL PLATED OR BACKFILLED AND PAVED WITH AT LEAST 2" OF COLD MIX TOADJACENT EXISTING GRADE AT THE END OF EACH WORKDAY.20. NOTIFY ADJACENT RESIDENCES AT LEAST ONE DAY PRIOR TO COMMENCING WORK ADJACENT TO THEIRRESIDENCES.21. SAWCUT ALL PAVEMENT JOIN LINES. WHERE THERE IS A PREVIOUS PAVING EDGE OR CRACK WITHIN 5' OFTHE SAWCUT EDGE, REMOVE THE PAVEMENT TO THE PREVIOUS PAVING EDGE.22. THE CONTRACTOR SHALL COMPLY WITH WISCONSIN REQUIREMENTS FOR TRENCH SAFETY.23. THE CONTRACTOR SHALL REPLACE ALL SURVEY MONUMENTS THAT ARE DESTROYED BY THECONSTRUCTION.24. ALL WATER SERVICE PIPING SHALL BE CONSTRUCTED WITH 7' MINIMUM COVER, ALL WATER MAIN PIPINGSHALL BE CONSTRUCTED WITH 7.5' MINIMUM COVER, 1' VERTICAL SEPARATION BETWEEN UTILITIES, AND AMINIMUM OF 10' HORIZONTAL SEPARATION AND 18" ABOVE SEWER LINES, UNLESS OTHERWISE NOTED.25. THE CONTRACTOR SHALL RESTORE PAVEMENT AND LANDSCAPING DISTURBED BY THE CONSTRUCTION TOTHE PREVIOUSLY UNDISTURBED CONDITION.26. CONTRACTOR TO DISPOSE OF TREES, SHRUBS, SOD AND OTHER DEBRIS IN A PROPER MANNER OF THECONTRACTOR'S CHOOSING.27. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ROADS, SIDEWALK, AND TRAILS CLEAN AND CLEAR FROMCONSTRUCTION MATERIAL AND DEBRIS.28. IN ADDITION TO IN-PLACE DENSITY TESTING, THE SUBGRADE AND BASE ROCK SHALL BE PROOF-ROLLEDWITH A LOADED 10-YD DUMP TRUCK PROVIDED BY THE CONTRACTOR. BASE ROCK PROOF-ROLL SHALL TAKEPLACE IMMEDIATELY PRIOR TO (WITHIN 24 HOURS OF) PAVING, AND SHALL BE WITNESSED BY THE OWNERSREPRESENTATIVE. LOCATION AND PATTERN OF PROOF-ROLL TO BE AS DIRECTED BY OWNERSREPRESENTATIVE OR APPROVING AGENCY. GENERAL CIVIL NOTESSURVEYBOUNDARY SURVEY: PINE RIDGE LAND SURVEYING, LLC.TOPOGRAPHIC: LIDAR INFORMATION FROM WISDOTHORIZONTAL DATUM: DOUGLAS COUNTYVERTICAL DATUM: NAVD88COORDINATE SYSTEM: DOUGLAS COUNTY TRANSVERSE MERCATOR 96STORM DRAINAGE:ON-SITE STORM SEWER IMPROVEMENTS SHALL CONFORM TO THE LATEST VERSION OF THE TOWN OFBRULE OR DOUGLAS COUNTY STANDARD SPECIFICATIONS. IN INSTANCES WHERE TOWN OF BRULE ORDOUGLAS COUNTY STANDARD SPECIFICATIONS DO NOT APPLY, WISDOT SPECIFICATIONS SHOULD BEFOLLOWED.THE CONTRACTOR SHALL MAINTAIN 6" MINIMUM VERTICAL AND 3' MINIMUM HORIZONTAL CLEARANCE(OUTSIDE SURFACES) BETWEEN STORM DRAIN PIPES AND OTHER UTILITY PIPES AND CONDUITS. FORCROSSINGS OF SANITARY SEWER LINES, THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES ANDNATURAL RESOURCE CODE APPLY.STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE PVC, ASTM D 3034, SDR 35, OR SMOOTH INTERIOR,HIGH DENSITY POLYETHYLENE CORRUGATED PIPE AASHTO M252 OR M294, TYPE S AS PRODUCED ANDSPECIFIED BY ADS, PRODUCT NAME N12, OR APPROVED EQUAL. ALL STORM SEWER FITTINGS ANDPIPE JOINTS SHALL BE GASKETED.ALL ON-SITE STORMWATER FACILITIES SHALL BE PRIVATELY MAINTAINED BY THE CURRENT ORFUTURE PROPERTY OWNER(S).ALL VAULT, UTILITY BOX, INLET, MANHOLE AND CLEANOUT RIMS SHALL BE ADJUSTED TO FINISH GRADEUNLESS OTHERWISE NOTED.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND MAINTAIN ANY STORM SYSTEMPIPING TO EXISTING DRAINAGE APPURTENANCES TO REMAIN.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS.ARCHAEOLOGYIF ANY CULTURAL RESOURCES AND/OR HUMAN REMAINS ARE DISCOVERED IN THE COURSE OFUNDERTAKING THE DEVELOPMENT ACTIVITY, THE DEPARTMENT OF ARCHAEOLOGY AND HISTORICPRESERVATION SHALL BE NOTIFIED. FAILURE TO COMPLY WITH THESE STATE REQUIREMENTS MAYCONSTITUTE A CLASS C FELONY, SUBJECT TO IMPRISONMENT AND/OR FINES.GRADING & EROSION CONTROL NOTESFINISH GRADE CONTOURS ARE TO TOP OF FINISHED SURFACE IN IMPERVIOUS AREAS AND TOP OFREPLACED STRIPPINGS IN PERVIOUS AREAS.CUT AND FILL QUANTITIES HAVE NOT BEEN DETERMINED. CONTRACTOR TO PERFORM QUANTITYTAKEOFF FOR ESTIMATING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR HAUL-OFF EXCESSMATERIAL.GRADING AND FILL TO BE PERFORMED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONSAS LAID OUT IN THE GEOTECHNICAL REPORT PREPARED BY TWIN PORTS TESTING. GENERAL FIRE NOTES1.GENERAL FIRE SAFETY PRECAUTIONS SHALL BE MAINTAINED, IN ACCORDANCE WITH CHAPTER33 OF THE INTERNATIONAL FIRE CODE; FIRE SAFETY DURING CONSTRUCTION2.ALL WORK SUBJECT TO FIELD INSPECTION AND CORRECTION(S) AS IDENTIFIED AT THE TIME OFTHE ON-SITE INSPECTION; ALL WORK SHALL BE COMPLIANT WITH THE APPLICABLE STANDARDSAND CODES; TO INCLUDE THE ADOPTED EDITION OF THE INTERNATIONAL FIRE CODE AND THECOUNTY'S MUNICIPAL CODE.3.IFC APPENDIX D FIRE APPARATUS ACCESS ROADS. WHERE HYDRANTS ARE ON A FIREAPPARATUS ACCESS ROAD, THE MINIMUM WITH OF THE ROAD SHALL BE 26 FEET FOR ADISTANCE OF 20 FEET; 10 FEET IN EITHER DIRECTION.4.IFC 503.3 MARKING WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OROTHER APPROVED NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING FIRE LANESHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS ORPROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATEDSHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AND BE REPLACEDOR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.5.IFC D103.6 FIRE APPARATUS ACCESS PARKING RESTRICTIONS--SIGNS: REQUIRED ROADWAYSMUST HAVE SIGNAGE FOR PARKING RESTRICTIONS AS FOLLOWS: SIGNS FOR NO-PARKING--FIRELANE SHALL COMPLY WITH A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH ANDHAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGN'S SHALL BE PROVIDED ONBOTH SIDES OF ALL STREETS THAT ARE LESS THAN 26 IN WIDTH IN ACCORDANCE WITH LOCALSTANDARDS FOR ACCESS AND FUTURE ENFORCEMENT; SIGNS FOR NO-PARKING MUST BEPROVIDED ON ONE SIDE OF ALL STREETS THAT ARE BETWEEN 26 AND 32 IN WIDTHACCORDANCE WITH LOCAL STANDARDS FOR ACCESS AND FUTURE ENFORCEMENT.6.IFC 506 WHERE REQUIRED ACCESS IS RESTRICTED WITH A GATE, AN APPROVED PADLOCK ORKEY SWITCH (FOR ELECTRONIC/AUTOMATED GATES) SHALL BE PROVIDED TO ALLOW FIREDEPARTMENT ACCESS.7.IFC 503.1.1 / D102 / D103 ROADWAYS TO ACCESS STRUCTURES: THE PERIMETER OF ALLSTRUCTURES MUST BE WITHIN 150 FEET OF AN APPROVED ACCESS ROAD WITH A MINIMUMCLEAR WIDTH OF 20 FEET (26 FEET WHERE A HYDRANT IS LOCATED). BUILDING SHALL BEINSTALLED WITH AUTOMATIC FIRE SPRINKLERS AS AN ALTERNATIVE TO DISTANCE FROM A FIREACCESS ROAD.8.IFC 507.5.4 FIRE PROTECTION WATER SUPPLY: UNOBSTRUCTED ACCESS TO FIRE HYDRANTSSHALL BE MAINTAINED AT ALL TIMES. THE FIRE DEPARTMENT SHALL NOT BE DETERRED ORHINDERED FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION EQUIPMENT OR FIREHYDRANTS REQUIRED ACCESS ROADWAYS AND HYDRANTS SHALL BE SERVICEABLE ANDUNOBSTRUCTED PRIOR TO COMBUSTIBLE CONSTRUCTION. STANDARD NOTES FOR EROSION CONTROL PLAN1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE ANAPPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS,PIPES, RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.)2. THE IMPLEMENTATIONS OF THESE ESC PLANS AND THE CONSTRUCTIONS, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THEAPPLICANT/CONTRACTOR, UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDVEGETATION/LANDSCAPING IS ESTABLISHED.3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGEDIN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCEBEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BEMAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALLCLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT ANDSEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEMS, ROADWAYS, OR VIOLATEAPPLICABLE WATER STANDARDS.5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIESSHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THATSEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE.6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR ANDMAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OFONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT.8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHINA TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIORTO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THEDOWNSTREAM SYSTEM.9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURESMAY BE REQUIRED TO ENSURE ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THEPROJECT.10. THE PROPOSED STORMWATER FACILITY MUST REMAIN OFFLINE UNTIL THE PROJECT ISCOMPLETE AND VEGETATION THROUGHOUT THE SITE HAS BEEN ESTABLISHED. IF AT ANY TIMETHE FACILITY BECOMES INUNDATED WITH SEDIMENT FILLED RUNOFF, THE TOP 2" OF MATERIALMUST BE REMOVED AND REPLACED PRIOR TO PROJECT COMPLETION.RECOMMENDED CONSTRUCTION SEQUENCE FOR EROSIONCONTROL1. PRE-CONSTRUCTION MEETING.2. FLAG OR FENCE CLEARING LIMITS3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH THE NAME AND PHONE NUMBER OFEROSION SEDIMENT CONTROL SUPERVISOR.4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED.5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).6. INSTALL TREE PROTECTION FENCING.7. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).8. CONSTRUCT SEDIMENT POND(S) AND TRAP(S).9. GRADE AND STABILIZE CONSTRUCTION ROADS.10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPT DIKES, PIPE SLOPE DRAINS, ETC)SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH STORMWATER MANAGEMENTMANUAL FOR WESTERN MINNESOTA AND MANUFACTURER'S RECOMMENDATIONS12. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURE OR INSTALL NEWMEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL ISALWAYS IN ACCORDANCE WITH THE CLARK COUNTY EROSION AND SEDIMENT CONTROLSTANDARDS.13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRYSEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST,PLASTIC SHEETING OR EQUIVALENT.14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BESTMANAGEMENT PRACTICES REMOVED IF APPROPRIATE. AMERICANS WITH DISABILITIES ACT (ADA) NOTES1. CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADAACCESSIBLE COMPONENTS ON THE PROJECT, THE ADA COMPONENTS MUST COMPLY WITH ALL LOCAL,STATE, AND FEDERAL ACCESSIBILITY RULES, CODES, AND REGULATIONS.2. FINISHED SURFACES ALONG THE ACCESSIBLE PATH OF TRAVEL FROM PARKING STALLS, PUBLICTRANSPORTATION, AND PEDESTRIAN ACCESS WAYS TO THE POINT(S) OF ACCESSIBLE BUILDINGINGRESS AND EGRESS SHALL COMPLY WITH ADA CODE REQUIREMENTS.3. PARKING SPACE AND AISLE SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NOMINALLY 2.0%) INANY DIRECTION.4. CURB RAMP SLOPE SHALL NOT EXCEED 1:12 (8.3%) AND RAMP LENGTH IS LIMITED TO 15 FEET.5. LANDINGS SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL HAVE POSITIVE DRAINAGE, ANDSHALL NOT EXCEED 1:48 (1/4"PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.6. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM OF 36 INCH UNOBSTRUCTEDWIDTH OF TRAVEL. SLOPE SHALL BE NO GREATER THAN 1:20 (5.0% OR 5/8" PER FOOT) IN THE DIRECTIONOF TRAVEL, AND SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHEREPATH OF TRAVEL BE GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP WITH A MAXIMUM SLOPE OF 1:12(8.3%) FOR A MAXIMUM DISTANCE OF 30 FEET SHALL BE PROVIDED INCLUDING HANDRAILS. THE RAMPSHALL HAVE ACCESSIBLE HAND RAILS AND LANDINGS ON EACH END WITH A SLOPE IN ANY DIRECTIONNOT EXCEEDING 1:48 (1/4" PER FOOT OR NOMINALLY 2.0%).7. DOORWAYS SHALL HAVE A LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED NOMORE THAN 1:48 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREASHALL BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT HERE OTHERWSE PERMITTED BYACCESSIBILITY STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS AND APPROVED BYTHE OWNER'S REPRESENTATIVE.8. WHERE PEDESTRIAN ACCESS ROUTES ARE CONTAINED WITHIN A STREET OR HIGHWAYRIGHT-OF-WAY, THE GRADE OF THE PEDESTRIAN ACCESS ROUTE IS PERMITTED TO EQUAL THEGENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY, EXCEPT THAT WHEREPEDESTRIAN ACCESS ROUTES ARE CONTAINED WITHIN PEDESTRIAN STREET CROSSINGS A MAXIMUMGRADE OF 5 PERCENT IS REQUIRED. (EXCERPT FROM PROWAG) drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com G001SHEET INDEX ANDNOTESCIVIL SHEET INDEXG001SHEET INDEX AND NOTESG002CIVIL LEGENDS AND ABBREVIATIONSG003TOPOGRAPHIC SURVEYC050EXISTING CONDITIONS AND DEMOLITIONC100COMPOSITE SITE AND UTILITY PLANC110EROSION CONTROL AND GRADINGC111GRADING ENLARGMENTC300STORMWATER FACILITYC600EROSION CONTROL DETAILSC610SITE DETAILSC620SEWER DETAILS FSFSWW CULVERT - DRIVEWAYSTORM DETENTION (CAVFS)BERM R/WESMTtuPROPOSED RIGHT OF WAYPROPOSED EASEMENTPROPOSED CURB AND GUTTERPHASE LINEPROPOSED PROPERTY LINECONSTRUCTION LIMITSPROPOSED CONTOUR- MINORPROPOSED CONTOUR- MAJOREXISTING BOUNDARY LINEEXISTING CONTOUR- MINOREXISTING CONTOUR- MAJORSITE PLAN INLET / BEEHIVE CB 423420 FLARED END SECTION (FES)FLARED END SECTION WITH RIPRAPPROPOSED BUILDINGPROPOSED DRIVE LANE CENTERLINE LANDSCAPE ISLANDLANDSCAPE STRIPTREE - DECIDUOUSSD >>>SD >>>DRAINTILE AND BUILDING DOWNSPOUT STORM WATERPROPOSED CENTERLINE OF DITCH WATERMAIN STM >>>SD >>> FM PROPOSED STORM WATER SANITARY SEWER FORCEMAIN PROPOSED STORM SUBDRAIN FIRE HYDRANT *POWER AND GAS BY PUBLIC UTILITY PROVIDERSTREET LIGHTING FIRE SERVICE WITH FDC XXPROPOSED PROJECT BOUNDARYPROPOSED ROAD CENTERLINEPROPOSED FENCE tuCONSTRUCTION LIMITS THRUST BLOCK WHITE BROKEN / SOLID EXISTING PAVEMENT TO REMAINPROPOSED BITUMINOUS PAVEMENTCONCRETE PAVEMENTADA PARKING WITH CURB STOPADA CURB RAMPPARKING STALLS TIME OF CONCENTRATION (LENGTH)CATCHMENT BOUNDARYCATCHMENT AREA LEGEND PROPOSED SILT FENCEEROSION CONTROLSF PROPOSED WATER MAIN - TRENCH > SAN >PROPOSED SANITARY SEWERPROPOSED SANITARY SEWER SERVICEWITH CLEAN OUT> >CO PROPOSED SERVICE WITH METERWATER METERBLOW OFF VALVE ASSEMBLY | W SANITARY SEWER LIFT STATIONLSCO W UTILITY LEGENDWATER DEVICESSANITARY SEWER STRUCTURESWWPROPOSED WATER MAIN> SAN >PROPOSED SANITARY SEWERSTM >>>SD >>>PROPOSED STORM WATERPROPOSED STORM SUBDRAINSTORM WATER STRUCTURESLSCOW 423420 SANITARY SEWER CLEAN OUTSANITARY SEWER MANHOLE STORM WATER CATCH BASINSTORM WATER CATCH BASIN MANHOLESTORM WATER MANHOLEINLET / BEEHIVE CBSTORM FACILITY SANITARY SEWER DRY UTILITIES TREE - CONIFEROUS COCLEAN OUT METER PIT / VAULT MJ CAPMJ WITH GATE VALVEMJ WITH REDUCERMJ WITH ADAPTERMJ WITH SLEEVE / COUPLINGMJ WITH CAPMJ WITH CAP AND BLOCKING PLUGBLIND FLANGE MJ WITH VERTICAL CROSS RJ CAPRJ WITH GATE VALVERJ WITH REDUCERRJ WITH ADAPTERRJ WITH SLEEVE / COUPLINGRJ WITH CAPRJ WITH CAP AND BLOCKINGRJ WITH VERTICAL CROSSMJ x FL - GATE VALVEMJ X FL - REDUCERFL - VERTICAL CROSSFL - REDUCERFL - GATE VALVE BLOW-OFF ASSEMBLY TEE - MJTEE - MJ x FLTEE - FL x MJTEE - FLTEE - FL x RJTEE - RJ x FLTEE - RJTEE - MJ CUT INTEE - FL CUT INTEE - RJ CUT INCROSS - MJCROSS - MJ x FLCROSS - FL x MJCROSS - FLCROSS - FL x RJCROSS - RJ x FLCROSS - RJCROSS - MJ CUT INCROSS - FL CUT INCROSS - RJ CUT IN TEES CROSS FL MJRJ HYDRANT WITH GATE VALVE AND TEE11.25 DEGREE BEND22.5 DEGREE BEND90 DEGREE BENDAIR RELEASE ASSEMBLY MJ CHECK VALVE WATERMAIN SYMBOLS OEUEOTUTFOCATVGASGASOVERHEAD ELECTRICUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONEFIBER OPTICCABLETELEVISIONGAS GENERAL ABBREVIATIONSCCONCRETECBCATCH BASINCLCENTERLINECNSCOMPACTED NATIVE SOILCOCLEAN OUTCRCURB RETURNDDIRT / DRAINAGEEXSTEXISTINGFGFINISHED GRADEFHFIRE HYDRANTFLFLOW LINEFMFORCE MAINGNATURAL GAS (LOW PRESSURE)GBGRADE BREAKHPHIGH POINTLFLINEAR FOOTLPLOW POINTMGNATURAL GAS (MEDIUM PRESSURE)MGMATCH EXISTING GRADEMHMANHOLENSNATIVE SOILNTSNOT TO SCALEPCPOINT OF CURVATUREPOCPOINT OF CONNECTIONPOSPOINT OF SERVICEPPPOWER POLEPTPOINT OF TANGENCYPVPAVEMENTRRADIUSROWRIGHT OF WAYSSLOPE / SANITARYSANSEWER SEWERSDCO STORM DRAIN CLEANOUTSSMHSANITARY MANHOLESTASTATIONSTMSTORM DRAINSTMHSTORM MANHOLETBDTO BE DETERMINEDTBLTO BE RELOCATED BY RESPECTIVE UTILITYTBRTO BE REMOVED BY CONTRACTORTCTOP OF CURBTOETOE OF BANKTOPTOP OF BANKTPTELEPHONE POLEUUNDERGROUNDVIPVERIFY IN FIELD PRIOR TO CONSTRUCTIONWWATER MAIN SITE - ABBREVIATIONSFFE - FIRST FLOOR FINISH ELEVATIONLLE - LOWER LEVEL FINISH ELEVATIONWO - WALKOUTLO - LOOKOUTGRADING LEGEND / ABBREVIATIONS TC: 391.49 FL: 390.99 TW: 391.49 BW: 380.99GB: GRADE BREAKLP: LOW POINTHP: HIGH POINTFC: FLUSH CURBMG: MATCH GRADEFL: FLOWLINESW: SIDEWALKPV: PAVEMENTTC: TOP OF CURBFG: FINISH GRADE (DEFAULT- IF NOT LABELED) ACCESSIBLE ROUTE TRASH ENCLOSUREGRDDRR SIGN STREET LIGHT XXXXXXXXX GATEETELECTRICAL BOX / TRANSFORMER XXXX ETELECTRICAL TRANSFORMER RIGHT / LEFT - TURN ARROW DIRECTIONAL - TURN ARROWSTOP BARYELLOW DOUBLE SOLIDCROSS WALK SHRUBSTREESTREE - CONIFEROUSTREE - CONIFEROUSTREE - CONIFEROUSTREE - CONIFEROUSTREE DECIDUOUSTREE DECIDUOUSTREE DECIDUOUSTREE DECIDUOUSTREE DECIDUOUSTREE DECIDUOUSTREE - GROUPSEED - SODSEED MIX - 1SEED MIX - 2SEED MIX - 3SOD LANDSCAPE SYMBOLS TREE DECIDUOUS DEMOLITION //////////////////////////////////////////////////////////////CURB & GUTTER REMOVALCONCRETE REMOVALUTILITY REMOVALBITUMINOUS REMOVALTREE - CONIFEROUS REMOVALTREE - DECIDUOUS REMOVALPIPECENTERLINECALCULATIONPIPECENTERLINECALCULATIONPIPECENTERLINECALCULATION RIM ELEVATION STRUCTURE REFERENCE LEGEND CURB INLETYARD INLETMANHOLE WATER LEVEL GPECT OOTREE PROTECTION FENCE INLET PROTECTIONROCK CONSTRUCTION ENTRANCECONCRETE WASH OUT STATIONBMP C240OVERFLOW SEDIMENT TRAP (TYP). SEEECOLOGY STD DETAILS FIGURE II-4.2.16AND FIGURE II-4.2.17, SHEET ED1SEDIMENT BASIN (BMP)EROSION BLANKETSBSOIL BORINGtuCONSTRUCTION LIMITSPROPOSED SILT FENCE (HEAVY DUTY)SSFBIO ROLLFLOW ARROW THRUST BLOCK STM >>> SAWCUTBUILDING REMOVAL HYDRANT COVERAGE DOUBLE CHECK VALVE ASSEMBLY BARRICADE EXISTING WATER MAIN - ABANDONEDPROPOSED WATER MAIN - HDDPROPOSED WATER MAIN - BURSTINGWWW - AB drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com G002CIVIL LEGENDS ANDABBREVIATIONS drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com G003TOPOGRAPHICSURVEY 1061106210631064106510661067106810691070 1071 107210731074107510761077 1078107910801081108210831084108510861087108810891090109110921093 1067106810691070 107110711071 10721073107410751076107710781079 T T COMMCOMM COMM COMM COMM COMMCOMM COMMUGEUGEUGEUGE UGEUGEUGEUGE S S SANSANSAN SANSAN.MHRIM ELEV. = 1,077.96APPROX IE = 1,064.96(TO BE FIELD VERIFIED) SAN.MHRIM ELEV. = 1,069.35APPROX. IE = 1058.35(TO BE FIELD VERIFIED) drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com CONTRACTOR NOTE:ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY ANDVERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDINGBURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYSFURNISHED BY OTHERS. WINDSOR ASSUMES NO LIABILITY FOR THE ACCURACY OFTHOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THEFINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. 040'80' C050EXISTINGCONDITIONS ANDDEMOLITION SITE PLAN LEGENDCLEARING & GRUBBING (AREA ESTIMATEDAND MAY DIFFER THAN AREAPREVIOUSLY CLEARED)UTILITY TRENCHING EXISTING CONDITIONS AND DEMOLITION PLANSCALE: 1:40 DUMP ROAD OLD HIGHWAY 2 HILL ROAD 3C620 EXISTING UNDERGROUNDUTILITIES TO REMAINCOMMUNICATIONUTILITIES TO REMAIN EXISTING TELECOMMUNICATIONEQUIPMENT TO REMAIN SAWCUT FULLDEPTH OF ASPHALT5.0'17.5' > >> >> >> >> >> >> >> >> >> >> >> >> > |||| COCO SD >>> UEUEUEUEUEGASGASGASGASGASGASGASGASGASGASGAS TCOMMCOMM COMM COMM COMM COMMUGEUGEUGE UGE UGE UGE S S SANSANSAN SAN SAN.MHRIM ELEV. = 1,077.96APPROX IE = 1,064.96(TO BE FIELD VERIFIED) SAN.MHRIM ELEV. = 1,069.35APPROX. IE = 1058.35(TO BE FIELD VERIFIED) 72.6' 50.0'32.0' 127.8' 182.1' PROPOSED UNDERGROUND ELECTRIC SEEELECTRICAL PLANS FOR DETAILS PROPOSED GAS CONNECTION SEE PLUMBINGPLANS FOR DETAILSAPPROXIMATE GAS TIE IN LOCATION.CONTRACTOR TO FIELD VERIFY EXACT GASLOCATION 106.1'21.1'R20.0'R20.0'R10.0'R30.0'R30.0'R10.0'35.0' drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com 030'60' CONTRACTOR NOTE:ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIEDHORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALLEXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN ASINDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS.WINDSOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDSAND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINALLOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION.SITE PLAN LEGENDGRAVEL SECTION - DRIVEWAY ANDPARKING LOTCONCRETE SIDEWALKCONCRETE - HEAVY DUTYSTORM FACILITYASPHALT PAVEMENTHYDROSEED REPAIR C100SITE ANDCOMPOSITEUTILITY PLANSITE AND COMPOSITE UTILITY PLANSCALE: 1:30 100 SITE PLAN100WHEEL STOP101ACCESSIBLE PARKING STALL102LIGHT RIP-RAP103MEDIUM RIP-RAP 400 SANITARY SEWER400PROPOSED 6" HDPE SANITARY SERVICE LINE(MINIMUM SLOPE OF 1/8" PER FOOT)401PROPOSED 6" SANITARY CLEANOUT402TIE INTO EXISTING SEWER MAINAPPROX. INVERT ELEV: 1060.65CONTRACTOR TO FIELD VERIFY MAIN DEPTH AND NOTIFY ENGINEERIMMEDIATELY IF INVERT DIFFERS403SEWER SERVICE CONNECTION TO BUILDINGINVERT ELEV: 1,067.00500 WATER5002" PVC WATER LINE SERVICE501PROPOSED WELL502CONNECT WATER SERVICE LINE TO BUILDINGINVERT ELEV: 1,067.00 501500400 502403402 401 300 3019.0' 1C610 PRPOSEDBLDGSEE ARCHPLANS 100 304 DUMP ROAD OLD HIGHWAY 2 HILL ROAD101 300 STORM300PROPOSED STORMWATER INFILTRATION FACILITY 1003 PER WISCONSIN DNRTECHINCAL STDS301PROPOSED STORMWATER VEGETATED SWALEMINIMUM SLOPE OF 0.5%302NOT USED303OVERFLOW WEIR WITH 2' WIDE CREST AND 4:1 SIDE SLOPESSEE SHEET C3003042.5' TALL 2' WIDE BERM305NOT USED306BUILDING FOUNDATION DRAIN TO DAYLIGHT TO STORMWATER FACILITY 3C610 1C620 1C300 6C610 4C610 102102 103 301 301 2C300 2C620 303 15.5'20.0' 20.0' 65.0'80.0' 3C3004C300 401 1C6105C610 1C300 7C610 5.0'5.0'5.0' 4C600 306 TCOMMCOMM COMM COMM COMMUGEUGEUGE UGE UGE > >> >> >> >> >> >> >> >> >> > ||||||| COCO SD >>> UEUEUEUEUEUEUEUEGASGASGASGASGASGASGASGASGASGAS 1070 1071 1072 10731074 1075107610771078 1071 1072 1073 1074 10751076107710781074 GRADE BREAK 1.51%1.74% 1.51% 1.00%1.50% 5.58% 3.87% 4.59% 1.92% 1.99% 2.52% 1.99% 8.95%2.59%2.28% SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF 4:14:15:1 6:1 3:1 4:1 5.17% 6.99% 10:16:1 3.21%8.83%2.44%4:1 106910691070 10701071107110711072107210721073 107110721073 10691070107010711071 107010711071 10701070107110711071 107110711072107310741075107510761076 1070107010711071107110711072 10731073 1073 10701070107110711072 1072107210731073 1073107410751076107710781078 0.07% 1071.421071.521071.621071.71 1071.101073.281073.501073.501073.281073.20 1073.021073.411073.501073.501073.411073.421073.42 1073.411072.991072.05 1072.22 1076.87 1074.93 1073.14 1071.88 1073.39 1070.551070.43 1071.49 1070.001069.871069.82 1069.20 1069.47 1072.561072.44 1071.79 1071.26 1069.231069.601069.731069.871069.921070.08 1071.42 1072.86 11.06%1069.201071.201071.321071.47 1071.562.98% 1071.59 1072.111072.44 1071.35 4:14:1 4:1 4:1 9.06%5:1 3:14:1 1.49% 1070.05 6:1 3.93% 3.73% 1071.52 19.29%17.1'24.1' 30.0'11.0'17.0'11.0' 0.00% 2.68% 2.45% GRADE BREAK 25.51% PROPOSED WELL 1069.101069.05 7.39%3.58% GRADE BREAK 1073.60 1071.771073.33RIDGE LINE 1071.461072.011071.80 1060 1070 1080 1090 1060 1070 1080 1090 0+251071.31070.460+501071.41072.73 3:1 MAX3:1 MAX 1060 1070 1080 1090 1060 1070 1080 1090 0+251075.41077.620+501074.61071.11 VARIABLE SLOPE3:1 MAX3:1 MAX drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.comEROSION CONTROL LEGENDPROPOSED SILT FENCECONCRETE WASHOUTROCK CONSTRUCTION ENTRANCESF CONTRACTOR NOTE:ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY ANDVERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDINGBURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYSFURNISHED BY OTHERS. WINDSOR ASSUMES NO LIABILITY FOR THE ACCURACY OFTHOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THEFINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. C110EROSIONCONTROL ANDGRADING020'40'EROSION CONTROL AND GRADING PLANSCALE: 1:20 CONCRETE TRUCK WASHOUT CONSTRUCTION ENTRANCEBOTTOM OFSWALE DITCH DUMP ROAD OLD HIGHWAY 2 1C600 PROPOSED BLDGFFE: 1073.50 1C110 SILT FENCE (TYP) TOP OF PROPOSED BERM SWALE DITCH BOTTOM OF SWALE2C110 2.5' PROPOSED BERM PROPOSED SWALEW/ 2' BOTTOM WIDTHEXISTING GRADEPROPOSED GRADE PROPOSED SWALEW/ 2' BOTTOM WIDTHEXISTING GRADEPROPOSED GRADESTART OF BUILDINGFFE = 1073.50TOP OF SWALE 35.0'50.0' 1C111 2C6003C600 SILT FENCE (TYP) ESTIMATED CUT / FILL SUMMARYCUTFILLNET1,048 CY4,454 CY3,410 CY1. ACCOUNTS FOR 15% FILL COMPACTION2. DOES NOT ESTIMATE STRUCTURAL FILL REQUIRED FOR BUILDING3. DOES NOT ESTIMATE THE AGGREGATE AND PAVING REQUIRED FOR PARKING AREA4. INCLUDES 12" OF STRIPPING OVER THE ENTIRE SITE 1NORTH CROSS SECTIONHORIZONTAL SCALE: 1:10 VERTICAL SCALE 1:5 2WEST CROSS SECTIONHORIZONTAL SCALE: 1:10 VERTICAL SCALE 1:5 BOTTOM OF PONDEL = 1068.40 20.0'9.0'5.0' 1073.201073.12 1073.121073.42 1073.16 1073.16 1073.431073.16 1073.421.33%1.33% 1.33% 1.33% 0.00% drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com CONTRACTOR NOTE:ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY ANDVERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDINGBURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYSFURNISHED BY OTHERS. WINDSOR ASSUMES NO LIABILITY FOR THE ACCURACY OFTHOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THEFINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. C111GRADINGENLARGMENT 04'8'ADA ENLARGEMENT PLAN - 1SCALE: 1:4 TCOMMCOMMUGEUGE > >> >> >> >> >> >> >> >> >> >> >> > |||||| COCO SD >>> UEUEUEUEUEUEUEUEGASGASGASGASGASGASGASGASGASGASGAS 1071 1072 10701070 1070 10701070 10701071 10711071 1071 107110711071 1072 1072 1072 1073 1073 65.0'80.0'6:1 4:1 4:14:1 1071 1072 1066 106710681069 1070 1071 10661067106810691070 1071 1072 1069 106910701070 10701071 10711071 1072 106910701071107124.1'17.1' drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.comCONTRACTOR NOTE:ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY ANDVERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDINGBURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYSFURNISHED BY OTHERS. WINDSOR ASSUMES NO LIABILITY FOR THE ACCURACY OFTHOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THEFINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. C300STORMWATERFACILITY 020'40' OLD HIGHWAY 2 NOTES:1.SIZE OF MATERIAL TO BE RIP-RAP PER WISCONSIN DOT STANDARDSPECIFICATIONS - SECTION 606.2.THE CONTRACTOR MAY PLACE HEAVY RIPRAP BY MECHANICAL MEANS.LIMIT HANDWORK TO THE QUANTITY NECESSARY TO FILL LARGE VOIDSOR TO CORRECT SEGREGATED AREAS. IF PLACING RIPRAP OVERGEOTEXTILE, USE TYPE HR AND CONFORM TO 645.3.1.7.3.UNLESS SPECIFIED OTHERWISE MAKE HEAVY RIPRAP AT LEAST 24INCHES THICK. MEDIUMRIP-RAPSEE PLAN SEE PLAN PROPOSED OVERFLOW WEIRSEE DETAIL 22OVERFLOW WEIRSCALE: NTS 1STORMWATER FACILITYSCALE: 1"-20' 3MEDIUM RIP-RAPSCALE: NTS 2.0'3:13:1100-YEAR WSEELEV: 1070.19TOP OF OVERFLOW WEIRELEV: 1071.15BOTTOM OF OVERFLOW WEIRELEV: 1069.30 SEE PLAN PROPOSED MEDIUM RIP-RAPFOR EROSION CONTROL 11.0'30.0'17.0'11.0' NOTES:1.SIZE OF MATERIAL TO BE RIP-RAP PER WISCONSIN DOT STANDARDSPECIFICATIONS - SECTION 606.2.IF LAYING STONE ABOVE THE WATERLINE, PLACE IT BY HAND. LAY ITWITH CLOSE, BROKEN JOINTS AND FIRMLY BED IT IN THE SLOPE ANDAGAINST THE ADJOINING STONES. LAY THE STONES PERPENDICULAR TOTHE SLOPE WITH ENDS IN CONTACT. COMPACT THE RIPRAPTHOROUGHLY AS CONSTRUCTION PROGRESSES. MAKE THE FINISHEDSURFACE EVEN AND TIGHT. PLACE LARGER STONE IN LOWER COURSES.CHINK SPACES BETWEEN STONES BY FIRMLY RAMMING SPALLS INTOPLACE. IF PLACING RIPRAP OVER GEOTEXTILE, USE TYPE R ANDCONFORM TO 645.3.1.6.3.UNLESS SPECIFIED OTHERWISE, MAKE RIPRAP AT LEAST 12 INCHESTHICK, MEASURED PERPENDICULAR TO THE SLOPE.4.DO NOT PLACE RIPRAP AGAINST, OR IN CONTACT WITH, CONCRETESURFACE BEFORE THE END OF THE CONCRETE’S CURING ANDPROTECTION PERIOD. LIGHT RIP-RAPSIZE AND SLOPE(SEE PLAN)SEE PLANS SEE PLANSOVERFLOW WEIR 4LIGHT RIP-RAPSCALE: NTS VEGETATED SWALE POND BOTTOMELEV: 1068.40TOP OF PONDELEV: 1071.15 1C300 1STORMWATER FACILITY CROSS SECTIONSCALE: NTS STORMWATER FACILITY VEGATATION NOTES:NATIVE VEGETATION SHALL BE ESTABLISHED IN CONFORMANCE WITH RECOMMENDATIONSFROM A QUALIFIED NATIVE NURSERY IN THE AREA. IF TREES ARE TO BE USED, SPECIESSHALL BE SELECTED THAT WILL NOT INTERFERE WITH THE FUNCTION OF THE BASIN, ORCAUSE MAINTENANCE PROBLEMS.THE FOLLOWING SOURCES CAN BE USED FOR NATIVE SEED MIXTURES OR APPROVED EQUAL:·METROPOLITAN COUNCIL, 2003. URBAN SMALL SITES BEST MANAGEMENT PRACTICEMANUAL, CHAPTER 3, VEGETATIVE METHODS 3-85 – 3-91. MINNEAPOLIS.·UNITED STATES DEPARTMENT OF AGRICULTURE – NATURAL RESOURCESCONSERVATION SERVICE. ENGINEERING FIELD HANDBOOK, CHAPTERS 16 AND 18.·UWEX PUBLICATION A3434 LAWN AND ESTABLISHMENT & RENOVATION.·WISDOT, 2003. STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION. SECTION 630, SEEDING BTM POND EL = 1068.40 SWALE OUTFLOWTO PONDEL = 1069.20 SWALE OUTFLOWTO PONDEL = 1069.20 PROPOSED GRADEEX GRADETOP OF FACILITYEL = 1071.20MIN. 1' 70% SAND / 30% COMPOST LAYER. SANDTO MEET USDA COARSE, ASTM C33, ORAPPROVED EQUAL. COMPOST TO MEET WI DNRSPEC S100. SAND AND COMPOST TO BE WILLMIXED PRIOR TO PLACEMENT. AVOID COMPACTION OF NATIVE SOIL BY LIMITINGCONSTRUCTION ACTIVITIES IN INFILTRATIONFACILITY. TRACKED EQUIPMENT TO BE USED WHENNECESSARY. TOP 3" OF NATIVE SOIL TO BESCARIFIED BEFORE PLACING SAND/COMPOSTLAYER.SEED BOTTOM OF FACILITY ANDINTERNAL/EXTERNAL SIDE SLOPES WITHNATIVE GRASSES IN FALL AS DORMANTSEEDS OR SPRING (MAY 1 TO JUNE 20). IFOUTSIDE THOSE WINDOWS, PLUGS SHALL BEUSED.FILL AS NEEDED TOACHIEVE FINAL GRADE (TYP)MEDIUM RIP-RIPPER DETAILOVERFLOW WEIREL = 1069.30 1C300 drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com EROSIONCONTROLDETAILS C600 1TRACKING PAD DETAILSCALE: NO SCALE QUARY SPALLS, 1.0' D COMPACTED BACKFILL CONSISTING OFBANK RUN GRAVEL FOR TRENCH BACKFILLCOMPACTED TO 95% MODIFIED PROCTOR 4'-0" MIN SEE PLANS 6" DEPTH STRIPPINGS FROM ON-SITEHYDROSEED "GROUND COVER" PER SPECIFICATIONS12" 12" 2SILT FENCESCALE: NTS 3CONCRETE WASHOUT DETAILSCALE: NTS4HYDROSEED REPAIR DETAILSCALE: NTS drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com C610SITE DETAILS 6" GRAVEL FINISH12" GRADED BASE COURSE3/4" DENSE GRADED BASE PER WISDOT SPECSECTION 305COMPACTED SUB-GRADE APPROVED BYGEOTECHNOTES:1. PRIOR TO PLACING ANY ADDITIONAL FILL FOR PAVEMENT SECTION CONSTRUCTION,THE UPPER 12 INCHES OF NATIVE SUBGRADE SHOULD BE THOROUGHLY WATERCONDITIONED TO WITHIN 2% OF THE OPTIMUM WATER CONTENT AND RECOMPACTEDTO A MINIMUM 95% OF THE MAXIMUM D698 DRY DENSITY.2. GRAVEL DRIVE AREAS MAY REQUIRE ADDITIONAL AGGREGATE BASE TO BE PLACEDAND ROUTINE MAINTENANCE3. CONTRACTOR TO PROOF ROLL OR PROVIDE OTHER ACCEPTED MEANS BYGEOTECH TO DEMONSTRATE THAT COMPACTIONS ARE ACHIEVED. 12" COMPACTED SUB-BASE 2' - 0" 9' - 0" MIN.9' - 0" MIN.5' - 0" MIN.2' - 0"20' - 0"2' - 0"45^ONE ACCESSIBLE STALL90° PARKING STALL ARRANGEMENTPLAN R7-801 R7-801R7-801A NOTES:1. AN ACCESS PARKING SPACE SYMBOL IS REQUIRED FOR EACH ACCESSIBLE PARKING STALL. A BLUEBACKGROUND AND WHITE BORDER ARE REQUIRED WHEN THE SYMBOL IS INSTALLED ON A CEMENTCON-CRETE SURFACE.2. ALL ACCESSIBLE STALLS SHALL HAVE WHEEL STOPS. PLACE WHEEL STOPS IN OTHER STALLS WHENSPECI-FIED IN THE CONTRACT. WHEEL STOPS SHALL BE APPROXIMATELY 6" HIGH AND A MINIMUM OF 6'LONG.LEGEND:RESERVED PARKING SIGN AND POSTWITH PLAQUE, IF INDICATED(SEE SIGN FABRICATION MANUAL)ACCESS PARKING SPACE SYMBOLMANUFACTURED WHEEL STOP 4" WIDE, WHITEPAINT LINE (TYP)4" WIDE, YELLOWPAINT LINES TRANSITIONBETWEEN WALK ANDAISLE PER PLANCEMENT CONCRETESIDEWALK PER PLAN 5.0 2.00.5 2"x2" PERFORATEDSIGN POSTCONCRETE BASESLOPE TO DRAINCHAMFER EDGESPAVEMENTSECTIONSIDEWALKSECTION1.5 RESERVED PARKINGWISDOT R7-8AVAN ACCESSIBLEWISDOT R7-8V 1PARKING LOT SECTION VIEWSSCALE: NO SCALE2ADA PARKING STALL DETAILSCALE: NO SCALE3ADA PARKING STALL SIGN DETAILSCALE: NO SCALE GRAVEL SECTION - DRIVEWAY AND PARKING LOT 7" CONCRETE6" GRADED BASE COURSE3/4" DENSE GRADED BASE PER WISDOT SPECSECTION 305COMPACTED SUB-GRADEAPPROVED BY GEOTECH12" COMPACTED SUB-BASECONCRETE SECTION - HEAVY DUTY 28" MIN /41" MAX24" MIN /36" MAXADA PARKING MARKING WHITE PAINT NOTES:1.SEE THE MILLENNIUM EDITION OFMUTCD FIGURE 3B-18 FORADDITIONAL PARKING INFORMATION.℄1313 1.5' (MIN)EXISTINGGROUNDFILL AREA (PERPLANS) COMPACTED SUBGRADE , 95% AASHTOT-99 PROCTOR DENSITYNOTES1.ALL MEASUREMENTS SHOWN ARE COMPACTED DEPTHS UNLESS OTHERWISE NOTED.MINIMUM DEPTH1.50'2' NOTES:1.CONCRETE SHALL BE 3000 PSI MIN. (CL 3000), 3 1/2" SUMP (MAX.).2.COMPACT SUBGRADE AND CRUSH SURFACING TOP COURSE TO 95% OF MAXIMUM DRYDENSITY (3" MIN. DEPTH).3.FINISH SHALL BE MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAFFIC UNLESSOTHERWISE DIRECTED.4.2" SMOOTH FINISH BORDER AROUND EACH SIDEWALK PANEL OR MATCH EXISTING BORDER.5.ALL EXISTING EDGES SHALL BE SAWCUT.6.CROSS SLOPE OF PLANTER STRIP SHALL BE 2% (TYP.) AND 4:1 (MAX.).7.ALL SIDEWALK REMOVAL AND REPLACEMENT SHALL BE JOINT TO JOINT.8.SIDEWALK REPLACEMENT AREAS SHALL BE ROCKED LEVEL AND COMPACTED UNTILCONCRETE IS PLACED.9.FIRE HYDRANT OR WATER METER BOX SHALL NOT BE WITHIN THE SIDEWALK. NOMINAL JOINT SPACING:SURFACE JOINT AT 5'.CONTRACTION JOINT AT 15'.EXPANSION JOINT ATSTRUCTURES, OBSTRUCTION, ORAS DIRECTED BY THE INSPECTOR.EXPANSION JOINTW1/2" DEEP SURFACECONTRACTION JOINTW5'-0'' MIN.WWWCONTRACTION JOINTEXPANSION JOINT4" (TYP.)SURFACE JOINT (TYP.)4" CL3000 CONCRETE3" MIN. SURFACINGTOP COURSE 8" MIN,10" MAX2 12" 4"3:1 SAND AND CEMENTGROUT 1" DEPTHNON-SHRINK GROUT24" MIN 9" 6'-0"1/2" DIA. HOLES (2) #3 BARS(2) #4 BARS 6"2" CLR (TYP) ATTACHMENTDETAILEND VIEW PLAN VIEWSIDE VIEW1.REFER TO PLAN FOR LOCATION OF WHEEL STOPS.2.OFFSET REQUIRED BETWEEN CURB AND WHEEL STOP IS 1'-10".3.WHEEL STOPS SHALL BE FLOW THROUGH TYPE.NOTES 4VEGETATED SWALE DETAILSCALE: NTS 5SIDEWALK SECTIONSCALE: NTS6WHEEL STOP DETAILSCALE: NTS2" DEPTH CSTC4" DEPTH CSBCCOMPACTED BACKFILL CONSISTINGOF BANK RUN GRAVEL FORTRENCH BACKFILL COMPACTED TO95% MODIFIED PROCTOR HMA REPAIR LIMITWATER: 6' MAXSEWER: 8' MAX 3" COMPACTED THICKNESS,HMA CLASS 1/2" PG 58H-22NTSHMA REPAIR7 12" drawn by:checkedby:printedname:reg. #:signdate: date:project #: signature: 2532303/10/2026JJBJFD 3/10/2026 Brule PublicWorksGarage sheet title:sheetnumber: revision / issueno.date www.dsgw.com SEWER DETAILSC620 1TYPICAL SEWER SERVICE DETAILSCALE: NO SCALE2SEWER CLEANOUT DETAILSCALE: NO SCALE 4"6"8"RISER PIPE SIZECASTING (NEENAH OR APPROVED EQUAL)R - 1973-1R - 1974AR - 1975A END OF LINE CLEANOUTIN LINE CLEANOUTCASTING, SEE TABLEPVC THREADED PLUG3" BELOW CASTINGLONG SWEEP BEND,PVC SDR-35 ORACCEPTED EQUALCOMBINATION WYE,PVC SDR-35 ORACCEPTED EQUALENCASE LONG SWEEP BEND ORCOMBINATION WYE IN CONCRETE.(1/3 CU. YD. MINIMUM) SCH 40 PVC RISER(MATCH HORIZONTALPIPE SIZE)1/8" PER FOOTMINIMUM SLOPE 3UTILITY TRENCHINGSCALE: NTS 3/4" DENSE GRADED BASEPER WISDOT SPEC 305 WARNING TAPELOCATE WIREUTILITY PIPE6" BEDDINGSAND OR NATIVEGRANULAR 1.5'1.5'3.0'MIN PAVEMENT SECTIONPAVED AREASOUT OF PAVED AREASLANDSCAPED SECTION GENERAL ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE DRAWINGS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. BUILDING CODE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS BUILDING CODE INTERNATIONAL BUILDING CODE (IBC), 20 21 EDITION, INCLUDING ADDITIONS PER THE 2025 WISCONSIN COMMERCIAL BUILDING CODE ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE " 2019 EDITION AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STE EL CONSTRUCTION MANUAL”, 2016 EDITION AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, 2016 EDITION AISI S100 AMERICAN IRON AND STEEL INSTITUTE, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS", 2016(2020) EDITION W/ S2 - 20 ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMU M DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", 2016 EDITION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM INTERNATIONAL) AWS A2.4 AMERICAN WELDING SOCIETY, "SYMBOLS FOR WEL DING AND NONDESTRUCTIVE TESTING”, 2018 EDITION AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL WELD ING CODE – STEEL," CURRENT EDITION PER IBC AWS D1.3 AMERICAN WELDING SOCIETY, "STRUCTURAL WELD ING CODE – SHEET STEEL", CURRENT EDITION PER IBC AWC SDPWS SPECIAL DESIGN PROVISIONS FOR WIND AND SE ISMIC (SDPWS), 2021 EDITION ICC INTERNATIONAL CODE COUNCIL, INTERNATIONAL CODE COUNCIL - EVALUATION SERVICES (ICC-ES) STRUCTURAL DESIGN DATA LOAD COMBINATIONS LOAD COMBINATIONS ARE IN ACCORDANCE WITH SECTION 1605 OF THE BUILDING CODE. LIVE LOADS LIVE LOADS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (SECTION 1607) OR AS NOTED ON THE PLANS. OFFICE: LL = 50 PSF + 15 PSF PARTITIONS EQUIPMENT PLATFORM (Non-Occupied) LL = 125 PSF APPARATUS BAYS = 500 PSF COLLATERAL ROOF LOAD = 5 PSF SNOW LOADS SNOW LOADING AND SNOW DRIFT LOADING SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (SECTION 1608). GROUND SNOW LOAD: Pg = 60 PSF IMPORTANCE FACTOR: Is = 1.0 SNOW EXPOSURE FACTOR: Ce = 1.0 THERMAL FACTOR: Ct = 1.0 FLAT-ROOF SNOW LOAD: Pf = 42 PSF WIND LOADS WIND PRESSURE SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (SECTION 1609). BASIC WIND SPEED: V_ult = 106 MPH (3-SECOND GUST) V_asd = 85 MPH (3-SECOND GUST) RISK CATEGORY: III EXPOSURE: C ENCLOSURE CLASSIFICATION: ENCLOSED INT. PRESSURE COEFFICIENT: GCpi = 0.18 SEISMIC LOADS SEISMIC LOADING SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (SECTION 1613). BUILDING LOCATION: LATITUDE = 46.555 oN LONGITUDE = -91.568 oW RISK / OCCUPANCY CATEGORY: II IMPORTANCE FACTOR: I E = 1.0 SITE CLASS: D MAPPED SPECTRAL ACCELERATION PARAMETERS: S S = 0.041g S 1 = 0.016g SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.0437g S D1 = 0.0256g SEISMIC DESIGN CATEGORY: A LOAD PATH FOR LATERAL FORCES LATERAL FORCES ARE CARRIED BY THE PRE-ENGINEERED STEEL LATERAL SYSTEM, MOMENT FRAMES, ETC. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY THE, MOMENT FRAMES, ETC. CONCRETE 1. MIXING, BATCHING, TRANSPORTING, PLACING, AND CURING OF ALL CONCRETE, AND SELECTION OF CONCRETE MATERIALS, SHALL CONFORM TO ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS," EXCEPT AS NOTED BELOW. PROPORTIONS OF AGGREGATE TO CEMENTITIOUS PASTE SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 2. ALL CONCRETE USED IN HORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE AIR-ENTRAINED CONCRETE WITH TOTAL AIR CONTENT, AS NOTED IN THE CONCRETE MIX SPECIFICATION TABLE. TOLERANCE FOR AIR CONTENT SHALL BE +/-1 PERCENT. AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. TESTS FOR AIR CONTENT SHALL MEET ASTM C172 REQUIREMENTS. 3. MIX DESIGNS LISTED BELOW SHALL BE SUBMITTED TO THE ARCHITECT AND APPROVED PRIOR TO USE. SUBMITTALS SHALL INCLUDE TEST DATA THAT CONFIRMS THE STRENGTH OF EACH MIX PER ACI 318 CHAPTER 5. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE IN ACCORDANCE WITH ACI 301. MIX PROPORTIONS SHALL MEET OR EXCEED THE REQUIREMENTS LISTED BELOW FOR THE LOCATIONS NOTED. THE MORE STRINGENT OF THE REQUIREMENTS LISTED SHALL GOVERN. 4. MAXIMUM SIZE OF AGGREGATE SHALL BE AS LISTED BELOW. MAXIMUM FLY ASH AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 25 PERCENT. FLY ASH SHALL BE CLASS C OR F, MEETING ASTM C618 REQUIREMENTS. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING FLY ASH AND OTHER POZZOLANIC MATERIALS. 5. THE CONTRACTOR SHALL DETERMINE SLUMP. EACH CONCRETE MIX SUBMITTED SHALL HAVE THE SLUMP SPECIFIED. SLUMP SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, SLUMP SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. SLUMPS SHALL BE WITHIN +1 INCH AND -2 INCHES OF THE SPECIFIED SLUMP. 6. THE USE OF SUPER PLASTICIZERS AND WATER REDUCERS IS ALLOWED, BUT NOT REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONCRETE MIX DESIGN TABLE LOCATION f c’ (PSI) TEST AGE (DAYS) MAX W/C RATIO AIR CONTENT (%) MAX. AGGREGATE SIZE MISCELLANEOUS CONCRETE, CURBS, SIDEWALKS 4,500 28 0.45 6.0 1” EXTERIOR SLABS ON GRADE 4,500 28 0.45 6.0 1” INTERIOR SLABS ON GRADE 4,000 28 0.45 - 1” WALLS AND FOOTINGS 4,000 28 0.44 - 1” REINFORCING STEEL 1. ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. BARS SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE-ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO, AND REVIEWED BY, THE ARCHITECT/ENGINEER BEFORE STARTING FABRICATION. 2. NO REINFORCING BARS SHALL BE SPLICED BY WELDING. . REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION (LSB) UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TO PLATES, ANGLES, ETC, IS PROHIBITED. 4. MINIMUM CAST-IN-PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: ALL SIZES: 3 INCHES B. CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BAR OR SMALLER: 1 1/2 INCHES #6 BAR OR LARGER: 2 INCHES C. OTHER CONCRETE: WALLS - INTERIOR FACE: #14 AND #18 BARS: 1 1/2 INCHES #11 BARS AND SMALLER: 3/4 INCH SLABS: #14 AND #18 BARS: 1 1/2 INCHES #11 BARS AND SMALLER: 3/4 INCH CONSTRUCTION JOINTS 1. ALL CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED IN ACCORDANCE WITH THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS OR, AT THE CONTRACTOR'S OPTION, SHALL BE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF 1/4 INCH. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. 2. VERTICAL CONSTRUCTION JOINTS AND CONTROL JOINTS IN CONCRETE AND CMU WALLS SHALL BE HELD TO A MAXIMUM SPACING OF 30'-0". JOINTS SHALL BE PLACED WITHIN 15’-0” OF WALL CORNERS WHERE POSSIBLE. 3. ALL CONSTRUCTION JOINTS IN SLABS, JOISTS, BEAMS, AND GIRDERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE STARTING CONSTRUCTION. 4. ALL CONSTRUCTION, CONTROL, AND ISOLATION JOINTS FOR SLABS ON GRADE SHALL BE IN ACCORDANCE WITH THE TYPICAL SLAB ON GRADE DETAILS. 5. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR ACCEPTANCE BEFORE STARTING CONSTRUCTION. SLEEVES 1. EXCEPT AS DETAILED ON STRUCTURAL DRAWINGS, NO CONCRETE FOOTINGS, BEAMS, OR GIRDERS SHALL BE SLEEVED FOR PIPING OR DUCTS, UNLESS APPROVED BY THE ENGINEER. ANCHORAGE TO HARDENED CONCRETE 1. ANCHORAGE TO HARDENED CONCRETE SHALL INCLUDE MECHANICAL AND ADHESIVE ANCHORS OF SIZE, NUMBER, AND SPACING AS SHOWN ON THE DRAWINGS. 2. HOLES SHALL BE DRILLED AND CLEANED AND ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PUBLISHED INSTRUCTIONS AND AN APPROVED ICC-ES REPORT. 3. INSPECTION AND TESTING SHALL BE PROVIDED IN ACCORDANCE WITH THE GENERAL NOTES AND THE APPROVED ICC-ES REPORT. 4. WHERE A SPECIFIC TYPE OF ANCHORAGE IS SPECIFIED ON THE DRAWINGS, SUBSTITUTION FOR A DIFFERENT TYPE OF ANCHORAGE (INCLUDING SUBSTITUTING FOR CAST-IN-PLACE ANCHORAGE) SHALL NOT BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. MECHANICAL ANCHORS 1. MECHANICAL ANCHORS SHALL BE USED ONLY WHERE SHOWN ON THESE DRAWINGS. PRIMARY BUILDING FRAME ANCHORS MUST BE CAST-IN-PLACE PER THESE DRAWINGS. 2. ACCEPTABLE MECHANICAL ANCHORS SHALL BE AS FOLLOWS: A. INSTALLED IN CONCRETE: - HILTI “KWIK BOLT TZ” (ICC-ES ESR-19) - SIMPSON STRONG-TIE “STRONG-BOLT-2” (ICC-ES ESR-3037) - APPROVED ALTERNATE WITH A CURRENT ICC-ES REPORT B. INSTALLED IN GROUT FILLED MASONRY: - HILTI “KH-EZ” (ICC-ES ESR-3056) - SIMPSON STRONG-TIE “TITEN HD” (ICC-ES ESR-1056) - APPROVED ALTERNATE WITH A CURRENT ICC-ES REPORT 3. UNLESS NOTED OTHERWISE ON THE DRAWINGS, MINIMUM EFFECTIVE ANCHOR EMBEDMENT DEPTH SHALL BE 6.5 ANCHOR DIAMETERS, MINIMUM DISTANCE TO THE NEAREST CONCRETE EDGE SHALL BE 12 ANCHOR DIAMETERS, AND MINIMUM ANCHOR SPACING SHALL BE 8 ANCHOR DIAMETERS. 4. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR LOCATIONS AND WHERE SPECIFICALLY INDICATED ON THE DRAWINGS. 5. NO STEEL REINFORCEMENT SHALL BE CUT TO INSTALL ANCHORS. ADHESIVE ANCHORS 1. ADHESIVE ANCHORS SHALL BE USED ONLY WHERE SHOWN ON THESE DRAWINGS. PRIMARY BUILDING FRAME ANCHORS MUST BE CAST-IN- PLACE PER THESE DRAWINGS 2. ACCEPTABLE ADHESIVE (EPOXY) ANCHORS SHALL BE AS FOLLOWS: A. INSTALLED IN CONCRETE: - HILTI “HIT-HY 200” (ICC-ES ESR-4868) - SIMPSON STRONG-TIE “SET-3G” (ICC-ES ESR-4057) - APPROVED ALTERNATE WITH A CURRENT ICC-ES REPORT B. INSTALLED IN BRICK MASONRY: - HILTI “HIT-HY 270” (ICC-ES ESR-4143) - APPROVED ALTERNATE WITH A CURRENT ICC-ES REPORT 3. UNLESS NOTED OTHERWISE, ANCHORS SHALL BE ASTM A36 THREADED ROD OR ASTM A615, GRADE 60 REINFORCING STEEL DOWELS. 4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, MINIMUM EFFECTIVE ANCHOR EMBEDMENT DEPTH SHALL BE 6.5 ANCHOR DIAMETERS, AND MINIMUM ANCHOR SPACING SHALL BE 6 ANCHOR DIAMETERS. 5. HOLES SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOD TO PRODUCE A HOLE WITH A ROUGH INSIDE SURFACE. CORE DRILLING HOLES IS NOT PERMITTED. 6. NO REINFORCING SHALL BE CUT TO INSTALL ADHESIVE ANCHORS. 7. TWO-PART ADHESIVES SHALL BE MIXED, APPLIED, AND CURED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PUBLISHED INSTALLATION INSTRUCTIONS IN THE ICC-ES REPORT. ALL PLACEMENT AND CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREES FAHRENHEIT. ADHESIVE SHALL BE APPLIED ONLY TO CLEAN, DRY CONCRETE. POSITIVE PROTECTION SHALL BE PROVIDED SO THAT ANCHORS ARE NOT DISTURBED DURING THE CURING PERIOD. NONSHRINK GROUT FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL 1. GROUT SHALL BE AN APPROVED NONSHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. 2. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE AT LEAST 1,000 PSI HIGHER THAN THE SUPPORTING CONCRETE STRENGTH, UNLESS NOTED OTHERWISE. 3. GROUT SHALL BE MIXED, APPLIED, AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. FOR GROUTING UNDER BASE PLATES, GROUT SHALL BE PROPORTIONED AS A FLOWABLE MIX. WHEN A FLOWABLE MIX DOES NOT PROVIDE THE REQUIRED STRENGTH OR WHEN A MINIMUM STRENGTH OF 10,000 PSI IS REQUIRED, AN EPOXY GROUT SHALL BE USED. STRUCTURAL STEEL ALL STEEL SHALL CONFORM TO THE FOLLOWING: W-SHAPES ASTM A992, Fy=50 KSI HP-SHAPES ASTM A572, Fy=50 KSI ANGLES, CHANNELS & PLATES ASTM A36, Fy=36 KSI UNLESS NOTED OTHERWISE SQUARE OR RECTANGULAR ASTM A500, GRADE B, STRUCTURAL TUBE (HSS) Fy=46 KSI ROUND STRUCTURAL TUBE ASTM A500, GRADE B, (HSS) Fy=42 KSI STEEL PIPE DIAMETER LESS ASTM A53, TYPE E OR S, THAN OR EQUAL TO 12 INCHES GRADE B, Fy=35 KSI ALL OTHER STEEL UNLESS ASTM A572, Fy=50 KSI NOTED OTHERWISE ASTM A588, Fy=50 KSI ASTM A441, Fy=50 KSI 1. GENERAL NOTES FOR STEEL CONNECTIONS SHALL APPLY TO ALL STEEL CONNECTIONS UNLESS NOTED OTHERWISE. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT/ENGINEER BEFORE COMMENCING FABRICATION. 3. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. DIMENSIONAL TOLERANCE FOR BUILT-UP MEMBERS SHALL BE PER AWS D1.1. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS. ANCHOR RODS 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED OTHERWISE. 2. ANCHOR RODS MAY BE HEADED BOLT OR UNHEADED ROD MATERIAL. PROVIDE HEAVY HEX NUT ON THE EMBEDDED END OF THE UNHEADED ROD AND WELD IN PLACE TO PREVENT IT FROM TURNING. 3. FURNISH HARDENED PLATE WASHERS, LOCK WASHERS, AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. 4. HOOKED ANCHOR RODS SHALL NOT BE USED EXCEPT WHERE NOTED. 5. A RIGID STEEL TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE. 6. ANCHOR RODS SHALL HAVE SUFFICIENT LENGTH TO PROVIDE THE MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, MEASURED FROM THE FACE OF THE CONCRETE TO THE NEAR FACE OF THE DOUBLE NUT, WITH ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE BASE PLATE WITH FULL THREAD PROJECTION FOR NUT INSTALLATION. 7. ANCHOR ROD INSTALLATION SHALL BE COORDINATED WITH REINFORCING AND FORMWORK. 8. LEVELING NUTS SHALL NOT BE USED EXCEPT AFTER EVALUATION BY THE CONTRACTOR'S ERECTION ENGINEER. 9. AFTER BASE INSTALLATION, ANCHOR ROD NUTS SHALL BE INSTALLED TO A SNUG-TIGHT CONDITION. 10. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. 11. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING. STEEL ROOF DECK 1. THE STEEL ROOF DECK SHALL BE OF DEPTH SHOWN ON THE STRUCTURAL DRAWINGS, HAVE A MINIMUM YIELD STRENGTH OF 50 KSI, AND COMPLY WITH THE “STEEL DECK INSTITUTE” (SDI) STANDARDS. 2. STEEL DECK TYPES SHALL BE VULCRAFT TYPE B, VERCO TYPE HSB-36, ACS TYPE B, OR APPROVED EQUAL, UNLESS NOTED OTHERWISE. MINIMUM GAUGE IS 20. 3. THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BETWEEN SUPPORTS BY #10 TEK SCREWS AT A MAXIMUM SPACING OF 2’-0” ON CENTER UNLESS NOTED OTHERWISE. 4. DECK UNITS SHALL BE CONNECTED WITH #10 TEK SCREWS TO ALL THE STEEL AND CFS STEEL SUPPORTS AT A MAXIMUM SPACING OF 1’-0” ON CENTER UNLESS NOTED OTHERWISE. 5. SHOP DRAWINGS SHALL BE SUBMITTED SHOWING DECK GAUGE, LAYOUT, CONNECTIONS, AND CLOSURES. 6. WHERE SPECIFIED AS GALVANIZED, ROOF DECK AND ALL OF ITS ACCESSORIES SHALL CONFORM TO ASTM A653 STRUCTURAL QUALITY GRADE SS33. GALVANIZING SHALL CONFORM TO ASTM A924 WITH A MINIMUM COATING CLASS OF G30 AS DEFINED BY ASTIM A653. 7. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3. 8. UNITS SHALL SPAN OVER FOUR SUPPORTS, CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE THE FRAMING DOES NOT PERMIT. 9. WHERE STEEL MEMBERS ARE PARALLEL TO THE DECK FLUTES AND AT THE SAME ELEVATION OF THE BOTTOM OF THE DECK, ADJUST DECK LAYOUT AND WELD DECK TO STEEL WITH SAME WELDING AS REQUIRED FOR SIDE BOUNDARIES. GAUGE STEEL FRAMING 1. THE CONTRACTOR SHALL PROVIDE FULL-TIME QUALITY CONTROL OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. 2. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. 3. GAUGE MATERIAL SHALL BE FORGED FROM GALVANIZED ASTM A653 STEEL. 54 MIL (16 GA.), 68 MIL (14 GA.) AND 97 MIL (12 GA.) MATERIAL SHALL BE GRADE 50 WITH A MINIMUM YIELD STRESS OF 50 KSI. 43 MIL (18 GA.) AND LIGHTER MATERIAL SHALL BE GRADE 33 WITH A MINIMUM YIELD STRESS OF 33 KSI. ALL MEMBERS TO BE GALVANIZED PER ASTM A653 WITH A MINIMUM G60 COATING 4. FRAMING MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE PHYSICAL AND STRUCTURAL PROPERTIES AS PUBLISHED BY THE STEEL STUD MANUFACTURER’S ASSOCIATION (ICC ES ER-4943P) OR EQUIVALENT ICBO APPROVED FRAMING MEMBERS AT THE CONTRACTOR’S OPTION. 5. MEMBER DESIGNATION: 600 S 162 - 54 DEPTH MEMBER FLANGE MATERIAL (INCHES) TYPE WIDTH THICKNESS (INCHES) (MILS) 6. WALL STUDS AND FRAMING AT WALL OPENINGS SHALL BE PER THE DRAWINGS. STUDS SHALL BE SHEATHED ON BOTH SIDES EXCEPT WHERE NOTED. COLD ROLLED CHANNEL OR OTHER BRIDGING/BRACING SHALL BE PROVIDED WHERE SHEATHING ONLY OCCURS ON ONE SIDE. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 7. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED PER THE MANUFACTURER’S PUBLISHED RECOMMENDATIONS. THE MAXIMUM SPACING FOR BRIDGING SHALL BE 5’-0” ON CENTER FOR WALLS RESISTING HORIZONTAL WIND LOADS ONLY AND 3’-4” ON CENTER FOR AXIAL LOADED WALLS 8. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. 9. GAUGE STEEL ACCESSORIES SHALL OF THE TYPE, SIZE AND SPACING SHOWN ON THE DRAWINGS, 54 MIL (16 GA.) MINIMUM UNLESS DETAILED OTHERWISE. 10. ERECT FRAMING PLUMB, LEVEL AND SQUARE IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS. 11. TEMPORARY BRACING OF WALL FRAMING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED AND REMOVED ONLY AFTER THE FRAMING HAS BEEN SECURED WITH PERMANENT SUPPORT. GAUGE STEEL FASTENERS 1. FASTENING OF GAUGE STEEL COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED IN THE DRAWINGS. 2. ALL FASTENERS SHALL BE OF THE TYPE AND SIZE SHOWN IN THE DRAWINGS TO ACCOMMODATE THE CONNECTIONS. FASTENERS INSTALLED IN CONCRETE SHALL BE INSTALLED ONLY AFTER THE SPECIFICED 28-DAY COMPRESSIVE STRENGTH OF THE CONCRETE HAS BEEN OBTAINED. 3. SCREWS: A. ALL SCREWS (REFFERRED TO AS TEK) SHALL BE SELF-TAPPING SELF-DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY ITW BUILDEX TEK/TRAXX, ELCO DRIL-FLEX, HILTI KWIK-FLEX, OR APPROVED EQUAL. B. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR #10-16 (#2 POINT) TEK FOR USE IN 33 MIL (20 GA.) THROUGH 54 MIL (16 GA.) MATERIAL, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) TEK FOR MATERIAL HEAVIER THAN 54 MIL (16GA.) UNLESS NOTED OTHERWISE. C. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING-TO-METAL CONNECTION. D. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. E. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER-TO-CENTER SPACINGS OF ½ INCH. F. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE-RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTELMENT. 4. WELDS: A. WELDS SHALL BE OF THE TYPE, SIZE AND SPACING SHOWN ON THE DRAWINGS AND OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. B. ALL WELDING OF GAUGE STEEL MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.3. C. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. D. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. 5. POWDER DRIVEN FASTENERS (P.D.F.): A. POWDER DRIVEN FASTENERS INSTALLED IN CONCRETE OR STEEL SHALL BE AS MANUFACTURED BY HILTI, INC. (ICC ES ESR-2269) OR APPROVED EQUAL AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER’S PUBLISHED RECOMMENDATIONS AND THE GUIDELINES OF THE EVALUATION REPORT. FLOOR SHEATHING 1. PROVIDE 3/4-INCH TONGUE AND GROOVE CDX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW. STAGGER PANEL END JOINTS. PROVIDE 1/8-INCH GAP BETWEEN ALL ABUTTING PANEL EDGES: FOUNDATIONS 1. COLUMN DOWELS SHALL BE INSTALLED WITH A TEMPLATE TO HOLD BARS IN THE PROPER POSITION AND SHALL BE PLACED WITH A TOLERANCE OF +/- 1/4 INCH. 2. SPREAD FOOTINGS: A. DESIGN SOIL BEARING PRESSURE = 3,000 PSF. B. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED ENGINEERED FILL PER THE RECOMMENDATIONS LISTED IN SECTION 6 OF THE GEOTECHNICAL REPORT. C. REFER TO THE PROJECT GEOTECHNICAL EVALUATION REPORT FOR SOIL CONDITIONS AND RECOMMENDATIONS - PREPARED BY: TWIN PORTS TESTING. - PROJECT NO.: 25G2116 - DATED: DECEMBER 5, 2025 D. SITE AND BUILDING SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. STRUCTURAL FILL 1. ALL STRUCTURAL FILL MATERIAL SHALL BE IMPORTED INCLUDING MATERIAL PLACED TO SUPPORT SLABS ON GRADE, BEHIND PERMANENT WALLS, AND AROUND ALL DRAINS. THE FILL MATERIAL SHALL CONSIST OF WELL GRADED, GRANULAR MATERIAL PER RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT SECTION 6.2 (SITE PREPARATION) 2. SOILS FOR STRUCTURAL FILL SHALL BE SUBMITTED TO AND APPROVED BY THE GEOTECHNICAL ENGINEER. 3. STRUCTURAL FILL SHALL BE PLACED ON SOUND NATIVE MATERIAL. 4. PROOF-ROLL CUT AREAS WHICH PROVIDE SUPPORT FOR PERMANENT STRUCTURES. 5. AREAS WHICH ARE EXCESSIVELY YIELDING, AS DETERMINED BY THE CONTINUOUS OBSERVATION OF THE GEOTECHNICAL ENGINEER, SHALL BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL. PRE-ENGINEERED METAL BUILDING FOUNDATION 1. FOUNDATION DESIGN FOR THE PRE-ENGINEERED METAL BUILDING IS BASED ON BUILDING REACTIONS PROVIDED BY BUTLER MANUFACTURING DATED 12-27-2025. SEE FOUNDATION PLAN SHEET FOR A SUMMARY OF THE BUILDING LOAD REACTIONS. ALL METAL BUILDING COLUMNS ASSUMED TO BE PIN CONNECTED AT THE FOUNDATION. 2. PRE-ENGINEERED METAL BUILDING DRAWINGS AND CALCULATIONS SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WISCONSIN. 3. CONSTRUCTION OF THE PRE-ENGINEERED METAL BUILDING FOUNDATION IS NOT PERMITTED UNTIL FINAL CERTIFIED DRAWINGS AND CALCULATIONS HAVE BEEN REVIEWED AND APPROVED. MISCELLANEOUS METALS 1. THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR THOSE METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE ARCHITECTURAL FINISHES OR OTHER BUILDING SYSTEMS. 2. ALL FRAMING AND CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT RESULT IN ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE NOR LATERAL LOADS BEING APPLIED TO THE BOTTOM FLANGE OF STEEL BEAMS. THE CONTRACTOR’S DESIGN SHALL VERIFY THAT THE CONNECTIONS DO NOT RESULT IN ADVERSE LOCAL CONNECTION STRESSES OCCURRING WITHIN THE PRIMARY STRUCTURE. SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND SHOP DRAWINGS INDICATING IMPOSED LOADS ON THE PRIMARY STRUCTURE. MECHANICAL/ELECTRICAL/PLUMBING SYSTEM SUPPORTS 1. THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL MECHANICAL, ELECTRICAL (TELECON, AUDIO VISUAL, ETC.), AND PLUMBING/FIRE-PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. 2. STEEL ROOF DECK SHALL NOT DIRECTLY SUPPORT THESE SYSTEMS. 3. THE CONNECTIONS TO THE PRIMARY STRUCTURE ARE SUBJECT TO THE REQUIREMENTS OF THE MISCELLANEOUS METALS SECTION ABOVE. SECONDARY SUPPORT FRAMING 1. SECONDARY SUPPORT FRAMING FOR CONNECTING NON-STRUCTURAL COMPONENTS TO THE PRIMARY STRUCTURE SHALL BE DESIGNED, SUPPLIED AND INSTALLED BY OTHERS. 2. SHOP DRAWINGS FOR SECONDARY SUPPORT FRAMING SHALL BE SUBMITTED FOR REVIEW ALONG WITH THE SUPPORTING CERTIFIED STRUCTURAL CALCULATIONS. SUBMITTAL SHALL IDENTIFY THE LOADS IMPOSED UPON THE PRIMARY STRUCTURE AT THE CONNECTION POINTS OF THE SECONDARY SUPPORT FRAMING. 3. UNISTRUT, OR EQUIVALENT, AND ITS CONNECTIONS SHALL BE CONSIDERED SECONDARY SUPPORT FRAMING, UNLESS SPECIFICALLY NOTED OTHERWISE. INTERIOR STEEL STUD FRAMING 1. INTERIOR PARTITIONS SHALL CONSIST OF METAL STUD TYPE FRAMING THAT HAS CURRENT ICC-ES EVALUATION REPORTS. 2. CONNECTION OF STUDS, TRACK, AND OTHER ITEMS BY MEANS OF EITHER DRILLED-IN ANCHORAGE OR POWDER DRIVEN FASTENERS SHALL OCCUR WITH FASTENERS AS INDICATED IN THE METAL STUD ICC-ES REPORTS. CONNECTIONS SHALL ALLOW FOR THE BUILDING MOVEMENTS CITED ABOVE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF SOFFITS, SUSPENDED WALLS, CEILINGS, OR CONDITIONS WHERE THE STUD FRAMING IS USED TO SUPPORT CASEWORK OR SIZEABLE DOOR/WINDOW HARDWARE; THE METAL STUD FRAMING; AND ANY MISCELLANEOUS STEEL FRAMING THAT IS DETERMINED TO BE NECESSARY BASED ON THE CONTRACTOR’S DESIGN. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS INDICATING IMPOSED LOADS ON THE PRIMARY STRUCTURE FOR THESE CONDITIONS. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF AN ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED. BUILDING TOLERANCES 1. STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE AND ACI 117, "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS." DEFERRED STRUCTURAL SUBMITTALS 1. SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR-DESIGNED COMPONENTS PER THE STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. 2. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT, WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE CONTRACTOR SHALL SUBMIT THESE REVIEWED DEFERRED SUBMITTAL DOCUMENTS TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS. 4. DEFERRED STRUCTURAL SUBMITTAL COMPONENTS: A. PRE-ENGINEERED METAL BUILDING B. SECONDARY SUPPORT FRAMING AND CONNECTIONS MISCELLANEOUS 1. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, OR OTHER SPECIALTY ENGINEERING DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING BUT NOT LIMITED TO: SIZE AND LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. 2. WHERE SECTIONS ARE INDICATED ON THE PLAN BY A NUMBER AND A DRAWING NUMBER THUS, 1/S5.01, THE INDICATED SECTION (1) IS SHOWN ON STRUCTURAL DRAWING S5.01. SPECIAL INSPECTION 1. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1704. 2. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE GOVERNING BUILDING OFFICIAL TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. 3. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED BELOW. 4. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR. 5. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. THE CONCRETE SUPPLIER SHALL BE INCLUDED IN THE DISTRIBUTION OF ALL SUMMARY REPORTS FOR CONCRETE TESTING. 6. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING. SPECIAL INSPECTION TABLE ITEM DESCRIPTION (SEE IBC SECTS. 1704 & 1705) IBC REQUIREMENT CONCRETE CONCRETE THAT IS PART OF THE STRUCTURE TABLE 1705.3 ITEMS 5, 6, 7, 8, AND 1 4 BOLTS INSTALLED IN CONCRETE ANCHOR BOLTS, HEADED STUDS (EXCEPT AT BEAM-TO- DECK INSTALLATION) TABLE 1705.3 ITEM 3 REINFORCING STEEL A. PLACEMENT OF REINFORCING STEEL TABLE 1705.3 ITEM 1 PRE-ENGINEERED METAL BUILDING ERECTION SEE STRUCTURAL STEEL AND WELDING SECTION ABOVE SEE METAL BUILDING MANUFACTURER’S DRAWINGS FOR ANY ADDITIONAL INSPECTION REQUIREMENTS STEEL OTHER THAN STRUCTURAL STEEL A. COLD-FORMED STEEL DECK THAT IS PART OF THE STRUCTURE B. WELDING OF COLD- FORMED STEEL DECK IBC SECTION 1705.2.2 IBC SECTION 1705.2.2 SOILS, SPECIAL GRADING, EXCAVATION AND FILLING A. FOUNDATION EXCAVATIONS AND BEARING STRATA B. TESTING, PREPERATION, PLACEMENT, AND COMPACTION TABLE 1705.6 ITEMS 1 AND 2 TABLE 1705.6 ITEMS 3, 4, AND 5 POST INSTALLED ANCHORS OR DOWELS ALL POST-INSTALLED ANCHORS/ DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY TABLE 1705.3 ITEM 4 AND AS REQUIRED BY THE APPROVED ICC -ES REPORT EPOXY OR CEMENT GROUTED DOWELS OR ANCHORS -OBSERVE DRILLED HOLES AFTER CLEANING AND INSTALLATION OF ANCHOR -ANCHORS SUBJECT TO SUSTAINED TENSION SHALL BE CONTINUOUSLY INSPECTED AND INSTALLED BY A CERTFIED INSTALLER IN ACCORDANCE WITH THE MANUFACTUREER’S PRINTED INSTALLATION INSTRUCTIONS AND ACI 318, 26.7 SHOP DRAWINGS 1. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION: A. REINFORCING STEEL B. SECONDARY SUPPORT FRAMING AND CONNECTIONS 2. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD; THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE ONE ELECTRONIC COPY TO BE MARKED AND RETURNED. 3. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 4. SHOP DRAWINGS FOR DEFERRED SUBMITTALS THAT ARE DEFINED AS DESIGN-BUILD COMPONENTS IN THE CONSTRUCTION DOCUMENTS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP FOR THE JURISDICTION WHERE THE PROJECT IS LOCATED AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. WINTER CONSTRUCTION 1. ALL SOIL BELOW FOOTINGS SHALL BE PROTECTED FROM FREEZING BY ALL NECESSARY MEANS (e.g. TEMPORARY HEAT AND BLANKETS, TEMPERATURE PROBES, ETC.). 2. ALL CONCRETE SHALL BE PREVENTED FROM FREEZING AFTER POURING, AS DIRECTTED BY THE CONCRETE SPECIAL INSPECTOR, BY ALL NECESSARY MEANS (e.g. TEMPORARY HEAT, BLANKETS, ETC.). 3. ALL BACKFILL MUST BE PLACED ON UNFROZEN GROUND, IN UNFROZEN STATE AND COMPACTED PER THE GEOTECHNICAL REPORT. REF. Wall Types Exterior Wall Assemblies A5.1 3 A5.1 A5.1 A5.1 1 4 2 N 1 meeting room 105 garage 100 A2.1 2 staff tlt 103 staff area 104 2 A6.1 52'-6" 1 1 9 9 7 7 A A B B 6 6 1 A6.1 4 A6.1 103 100B 108 107 106 110 112 3 A6.1 mech/elec 101 storage 102 101 A2.1 1 102 99'-7" 8 8 6" 6" 8'-0" 22'-6" 1'-0" 14'-0" 15'-0" 23'-6" 26'-0" 26'-6" 8'-6" 9'-9" 1 8" 1'-0" 52'-6" 31'-6" GIRT FACE GIRT FACE GIRT FACE 2 9'-10" FLOOR SLOPE FLOOR SLOPE FLOOR SLOPE FLOOR SLOPE 100'-0" 100'-0" 100'-0" 100'-0" 99'-7" GIRT FRAMING 2 2 3 3 4 4 23'-9" 21'-0" 21'-0" 5 5 23'-0" 8'-6" 7'-3" 1'-5" 1'-4" 1 1 1 1 1 1 1 1 97'-3" 30'-6" Toilet Rm 106 Utility 107 Toilet Rm 108 Hallway 109 Office 110 Storage 112 6'-0" 1'-0" 4'-0" 3'-4" 1'-2" WD-W1 108A 100A 3'-4" 2'-6" 17'-4 3/8" 9'-5 1/8" 7'-3" 1'-5" 7'-2 1/2" 3'-3" 6'-11" 2'-6" 7A 7B 1" 1'-0" 6'-0" 6'-0" 3'-0" 3'-4" 3'-0" 6'-0" 16'-2" 6'-0" 3'-0" 105 109 WD-W1 WD-W1 WD-W1 EX2 EX1 EX2 EX2 EX1 EX1 A1 A2 A1 A2 3 4A 4A 5A 5A 4A 5A 4A 5A 2'-6" 3'-4" 2'-6" 16'-0" 15'-3 7/8" 5'-7" 3'-4" 10'-2" 7'-10 1/2" 13'-1 3/8" 9'-7" 5'-6" 4 4 4 4 4 4B 4B 5B 5B 7B 4 4 131'-5" 5 5 5 EXT WALL TYPE TRANSITION 5 5 5 6 6 6 6 6 6 6 11'-3 7/8" 4'-0" OH1 OH2 OH3 OH4 OH5 16'-0" 5'-0" 16'-0" 5'-0" 16'-0" 5'-0" 16'-0" 4'-6" 5'-3" 7 7 7 7 5B 8 8 8 8 8 9 9 9 9 9 9 4 -fd -fd -fd -fd 8 1/2" 8 1/2" GIRT FACE 8 DAYLIGHT DT DOWN GRADE; SEE CIVIL & STRUCTURAL 10 5A 3 5/8" METAL STUD @ 16" O.C. 5/8" GYP.BD. EA. SIDE BATT INSULATION METAL STUD WALL TO ROOF PMB STRUCTURE 5B 5/8" FIBERGLASS FACED MOISTURE REST. GB. IN LIEU OF STANDARD GB. 3 5/8" METAL STUD CHANNEL BASE - SEE SCHEDULE CLG WHERE APPLICABLE; SEE RCP 7A 6" METAL STUD @ 16" O.C. BATT INSULATION 6" METAL STUD CHANNEL FLOOR STRUCTURE 5/8" FIBERGLASS FACED MOISTURE REST. GB. METAL STUD WALL TO FLOOR STRUCTURE 4 7/8" 6 5/8" SECTION @ FLOOR PLAN VIEW SECTION @ HEAD SECTION @ FLOOR PLAN VIEW SECTION @ HEAD 4A 3 5/8" METAL STUD @ 16" O.C. 5/8" GYP.BD. METAL STUD WALL GYPSUM BOARD ONE SIDE CLG WHERE APPLICABLE; SEE RCP SECTION @ FLOOR PLAN VIEW SECTION @ HEAD STOP WALL 6" ABOVE CEILING 2" CONT DEFLECTION TRACK 3 5/8" STUD BLOCKING @ 4' -0" OC FASTENED TO GIRTS DOUBLE 3 5/8" STUD FASTENED TO STUD BLOCKING 5/8" FIBERGLASS FACED MOISTURE REST. GB. IN LIEU OF STANDARD GB. 4B EX1 PRE -MANUFACTURED BUILDING (PMB) WALL SYSTEM W/ INTERIOR LINER PANEL GRID PMB METAL WALL PANEL 8.5" PMB GIRTS PMB FULL CAVITY INSULATION SYSTEM PMB METAL LINER PANEL INSULATION CONT. VAPOR BARRIER PMB OUTER INSULATION SYSTEM EX2 PRE -MANUFACTURED BUILDING (PMB) WALL SYSTEM GRID PMB METAL WALL PANEL 8.5" PMB GIRTS PMB FULL CAVITY INSULATION SYSTEM INSULATION CONT. VAPOR BARRIER PMB OUTER INSULATION SYSTEM THERMAL BLOCK THERMAL BLOCK NOTE: INSULATION SYSTEM TO MEET REQUIREMENTS NOTED ON G1.1 LIFE SAFETY & ENERGY CODE ANAYLSIS Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:16 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A2.0 Floor Plan Town of Brule, Wisconsin 1/8" = 1'-0" A2.0 1 Floor Plan Floor Plan Notes 1 8" O.D. Steel Pipe Bollard filled with concrete 2 12" Trench Drain -- See Mechanical 3 Fire Rated Metal Panel Wall by PMB Contractor 4 Fur Around Steel Frame - Leave 1" Clearance 5 P/F Metal PMB Downspout 6 24" x 36" x 4" Concrete Spash pad sloped 1/2"-12" Away from Building 7 Concrete Stoop @ 1/4"-12" down slope -- See Struct ural 8 4" Drain Tile - Drain to Daylight see Civil 9 PMB Structural Frame -- See PMB Documents 10 Coordinate blocking for gas meter and electrical CT cabinet with PEMB manufacturer êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ REF. 7 B 6 staff tlt 103 staff area 104 A2.1 3 5 6 A2.1 8 9 10 A2.1 12 13 14 A2.1 15 103 100B 108 106 107 4B 8A 5A 5A 5A 8 5 Toilet Rm 106 Toilet Rm 108 Hallway 109 Utility 107 4A 5A 5A 7'-3" 7'-11 3/8" 4B 5B 7A 7B 6'-6" 6'-6" 103 108A 1'-5" 17'-0 1/2" 2'-6" 1" 7B EX1 EX2 A1 A2 EXTERIOR WALL TYPE TRANSITION PMB GIRT FRAMING 4 4 4'-9" 1'-6" 1'-6" 4'-9" 1'-4" 15"x15"x78" LOCKERS -- 3 SUCH 4'-0" 1'-4" 7'-6" 6'-10 1/4" 7'-6" 5'-0" 5A 1'-11" 1'-11" 7' -2" HEAD AT OPNG DRINKING FTN -fd -fd -fd A2.1 4 4 9 3 1 6" EPOXY BASE (TYP) 7 103 6" EPOXY BASE (TYP) 6 8 5 1 6" EPOXY BASE (TYP) 1 4 9 3 6" EPOXY BASE (TYP) 3 6 5 1 8 6" EPOXY BASE (TYP) 5 7 106 6" EPOXY BASE (TYP) 108 7 5 6" EPOXY BASE (TYP) 5 8 6 1 6" EPOXY BASE (TYP) 1 3 4 9 6" EPOXY BASE (TYP) 3'-0" 2'-6" 4'-6" W18 W30 W18 B18 SB30 B18 2'-10" 8'-0" SS COUNTER W/ 4" BS REFRIG 100B 103 102 101 FRP PANELS IN ALCOVE LINER PANEL SINK EMERGENCY EYE WASH 8" VINYL WALL BASE IN ALCOVE LINER PANEL TRIM 8" VB STOP LINER PANEL AT TOP OF VB LINER PANEL TRIM LINER PANEL TOP OF PLATFORM LINER PANEL TRIM REFRIG N.I.C. BY OWNER COUNTER BRACKET WALL CLEAT COUNTER ANCHOR 4" LOCKER BASE BY LOCKER MTG. SS COUNTER W/ 4" B.S. LOCKER 3 SUCH 6'-6" 4" 1'-3" 3'-6" 3'-0" Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:17 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A2.1 Enlarged Plans & Interior Elevations Town of Brule, Wisconsin 1/4" = 1'-0" A2.1 1 Level 1 Enlarged Floor Plan 1/4" = 1'-0" A2.1 3 Toilet 103 - South 1/4" = 1'-0" A2.1 5 Toilet 103 - North 1/4" = 1'-0" A2.1 6 Toilet 103 - East 1/4" = 1'-0" A2.1 8 Toilet 106 - West 1/4" = 1'-0" A2.1 9 Toilet 106 - North 1/4" = 1'-0" A2.1 10 Toilet 106 - East 1/4" = 1'-0" A2.1 12 Toilet 108 - West 1/4" = 1'-0" A2.1 13 Toilet 108 - North 1/4" = 1'-0" A2.1 14 Toilet 108 - East 1/4" = 1'-0" A2.1 15 Lobby Kitchen Fixtures & Accessories 1 TOILET - ADA 3 GRAB BARS 4 TOILET PAPER DISPENSER 5 SINK - ADA WITH PROTECTIVE SKIRT 6 24" X 36" MIRROR 7 PAPER TOWEL DISPENSER 8 SOAP DISPENSER 9 NAPKIN DISPOSAL 1/4" = 1'-0" A2.1 2 Garage - South SEE SHEET G1.2 FOR MOUNTING LOCATIONS 1/4" = 1'-0" A2.1 4 Staff Area 104 - West êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ Reflected Ceiling Plan Legend 1 2 A6.1 1 9 7 A B 6 1 A6.1 4 A6.1 3 A6.1 8 2 3 4 5 1 1" / 12" 1" / 12" 1" / 12" 1" / 12" 2 2 3 4 2 2 3 4 4 4 4 4 4 2 A6.1 1 A6.1 4 A6.1 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" garage 100 staff tlt 103 staff area 104 3 A6.1 8'-8" 8'-0" 5/8" GB ON BTM OF JSTS. ALL EXPOSED ROOF AND WALL STRUCTURE TO BE PAINTED 8'-6" GYPSUM BOARD SACT -1 2' -0" X 2' -0" SUSPENDED ACOUSTICAL CEILING TILE AND GRID LIGHT FIXTURES - SEE ELECT MECHANICAL FIXTURES - SEE MECH SACT -2 WASHABLE 2' -0" X 2' -0" SUSPENDED ACOUSTICAL CEILING TILE AND GRID Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:18 AM 025170.00 JMG Checker 3/10/2026 Brule Public Works Garage A2.2 Roof Plan / RCP Plan Town of Brule, Wisconsin Roof Plan General Notes 1 Flashing of all roof penetrations, equipment curbs and roofing materials installation to follow manufacturers recommendations. 2 All Mechanical and Electrical rooftop equipment, p iping, conduit, etc. to be painted. All M&E items on roof plan are for reference only. Refer to consultant drawings for size, location and extent of equipment. Roof Plan Notes 1 PMB Standing Seam Roof System; Insulation system to meet energy code requirements as noted in G1.1 life safety analysis 2 PMB Metal Roof Edge 3 PMB Metal Gutter System Sized by Mfg. 4 PMB Metal Downspout System Sized by Mfg. 1/8" = 1'-0" A2.2 1 Roof Plan 1/8" = 1'-0" A2.2 2 Level 1 RCP RCP General Notes 1. Coordinate final locations of ceiling mounted equ ipment w/ owner and architect. 2. See M&E drawings for lighting, grills, and diffus er locations. 3. Suspended acoustical ceiling tile grid is to be c entered in rectangular room or centered between the longest walls of irregularly shaped rooms unless otherwise noted. 4. Verify gypsum board control joint locations with architect prior to installation. 5. Ceiling heights indicated are from finished floor of current level shown. RCP Notes êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ Door Types Frame Types Window Types Glazing Types HM-D1 Insulated Hollow Metal G1 HM-D3 Hollow Metal WD-D1 Solid Core Wood Flush OH-D1 Overhead Sectional Door G1 G1 1'-6" 2'-0" 6" 6" 1'-6" 6" 1'-6" HM-D2 Insulated Hollow Metal G1 G1 1'-6" 2'-0" 6" 6" 1'-6" FULL WDW FULL WDW 3 A4.1 3 A4.1 5 A4.1 HM-F1 Hollow Metal 2" X 5 3/4" 2" Head SEE SCHEDULE SEE SCHED. **All Exterior HM Frames to be Filled w/ Foam Inulation DIMENSIONS ARE ACTUAL SIZE -- FRAME OPENING SIZE PER MFG'S RECOMENDATION AL-W1 Aluminum - Thermally Broken 6'-0" 4 A4.1 4 A4.1 4 A4.1 5'-0" EQ EQ EQ EQ G3 G3 G3 G3 DIMENSIONS ARE ACTUAL SIZE -- FRAME OPENING SIZE PER MFG'S RECOMENDATION G1: 1" INSULATED, TEMPERED GLAZING G2: 1/4" TEMPERED, CLEAR GLAZING G3: 1" INSULATED GLAZING G4: 1/4" CLEAR GLAZING G5: FIRE -RATED SAFETY GLAZING G6: 1" INSULATED, TEMPERED, SPANDREL GLAZING G7: 1" INSULATED, SPANDREL GLAZING G8: 1/2" TEMPERED, LAMINATED GLAZING G9: BALLISTIC GLAZING G10: 1" INSULATED, TEMPERED SILKSCREEN GLAZING CONT. SEALANT BOTH SIDES HM FRAME; SEE TYPES LINTEL - SEE STRUCT. 5A 5A CONT. SEALANT ALL SIDES HM FRAME; SEE TYPES (2) METAL STUDS @ JAMB OVERHEAD DOOR OVERHEAD DOOR Head Jamb OH DOOR CONTR. TO PROVIDE ALL STEEL STRUC AS NEEDED FOR DOOR ASSEMBLY ATTATCHMENT OH DOOR CONTR. TO PROVIDE ALL STEEL STRUC AS NEEDED FOR DOOR ASSEMBLY ATTATCHMENT PANEL CLOSURE PMB HEAD FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE CONT SEALANT PMB WALL PANEL PMB CLOSURE FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE PMB WALL PANEL CONT SEALANT INSTALL LINER PANEL AS REQ'D TO FIT AROUND OH DOOR FRAMING INSTALL LINER PANEL AS REQ'D TO FIT AROUND OH DOOR FRAMING CONT SEALANT Head Jamb PMB Wall PANEL CLOSURE PMB HEAD FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE CONT SEALANT FULL SPRAY FOAM INSUL CONT SEALANT OUTSIDE/INSIDE P/F MTL CLOSURE PMB LINER PANEL PMB WALL PANEL PANEL CLOSURE PMB CLOSURE FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE FULL SPRAY FOAM INSUL CONT SEALANT OUTSIDE/INSIDE P/F MTL CLOSURE PMB LINER PANEL PMB WALL PANEL CONT SEALANT O.H. GARAGE DOOR CAULK W/ BACKER ROD CONC APRON - SEE STRUCT 1/2" EXPANSION JOINT SLOPE R-20 RIGID INSULATION R-20 RIGID INSULATION COMPACTED SAND BASE Head Jamb PANEL CLOSURE PMB HEAD FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE CONT SEALANT CONT SPRAY FOAM INSUL AROUIND PERIMETER GB WALL FURRING PMB WALL PANEL PANEL CLOSURE PMB CLOSURE FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE PMB WALL PANEL RETURN GB TO FRAME AND FINISH WITH J -BEAD GB WALL FURRING RETURN GB TO FRAME AND FINISH WITH J -BEAD CONT SPRAY FOAM INSUL AROUIND PERIMETER Sill PANEL CLOSURE PMB SILL FLASHING STL. OPENING FRAME BY PMB CONT SEALANT OUTSIDE/INSIDE PMB WALL PANEL GB WALL FURRING CONT SPRAY FOAM INSUL AROUIND PERIMETER S0LID SURFACE SILL SEALANT SEALANT SEALANT CONT SEALANT OUTSIDE/INSIDE CONT SEALANT OUTSIDE/INSIDE CONT SEALANT CONT SEALANT Head Jamb PMB Wall w/ GB Wall PANEL CLOSURE PMB HEAD FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE CONT SEALANT FULL SPRAY FOAM INSUL CONT SEALANT FRONT/BACK GB WALL FURRING PMB WALL PANEL PANEL CLOSURE PMB CLOSURE FLASHING STL. OPENING FRAME BY PMB P/F MTL CLOSURE FULL SPRAY FOAM INSUL CONT SEALANT FRONT/BACK PMB WALL PANEL CONT SEALANT RETURN GB TO HM AND FINISH WITH J -BEAD GB WALL FURRING RETURN GB TO HM AND FINISH WITH J -BEAD CONT SEALANT Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:19 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A4.1 Schedules and Types Town of Brule, Wisconsin ROOM FINISH SCHEDULE NO. NAME FLOOR WALL FINISH NOTES FINISH BASE NORTH EAST SOUTH WEST 100 garage SEALED CONCRETE **8" VB Liner Panel Liner Pan el Liner Panel Liner Panel Install south wall liner pa nel ovver 5/8" gb; **8" VB only on South Wall 101 mech/elec SEALED CONCRETE 4" VB PNT PNT PNT Liner Pane l 102 storage SEALED CONCRETE -- FRP FRP FRP FRP 103 staff tlt EPOXY 6" Epoxy Epoxy PNT Epoxy PNT Epoxy PN T Epoxy PNT 104 staff area SEALED CONCRETE 4" VB PNT Liner Panel PNT P NT No wall base at liner panel 105 meeting room VCT 4" VB PNT PNT PNT PNT 106 Toilet Rm EPOXY 6" Epoxy Epoxy PNT Epoxy PNT Epoxy PN T Epoxy PNT 107 Utility VCT 4" VB PNT PNT PNT PNT 108 Toilet Rm EPOXY 6" Epoxy Epoxy PNT Epoxy PNT Epoxy PN T Epoxy PNT 109 Hallway VCT 4" VB PNT PNT PNT PNT 110 Office VCT 4" VB PNT PNT PNT PNT 111 Secure Str VCT 4" VB PNT PNT PNT PNT 112 Storage VCT 4" VB PNT PNT PNT PNT DOOR AND FRAME SCHEDULE DOOR FRAME FIRE LABEL HDW. NO. NOTES NO. WIDTH HEIGHT TYPE TYPE DETAIL HEAD JAMB SILL 100A 3'-0" 7'-0" HM-D2 HM-F1 1/A4.1 1/A4.1 -- 01 100B 3'-0" 7'-0" HM-D2 HM-F1 1/A4.1 1/A4.1 -- 01 101 3'-0" 7'-0" HM-D3 HM-F1 6/A4.1 6/A4.1 -- 03 102 3'-0" 7'-0" HM-D3 HM-F1 6/A4.1 6/A4.1 -- 03 103 3'-0" 7'-0" HM-D3 HM-F1 6/A4.1 6/A4.1 -- 06 105 3'-0" 7'-0" HM-D1 HM-F1 2/A4.1 2/A4.1 -- 02 106 3'-0" 7'-0" WD-D1 HM-F1 6/A4.1 6/A4.1 -- 06 107 3'-0" 7'-0" WD-D1 HM-F1 6/A4.1 6/A4.1 -- 03 108 3'-0" 7'-0" WD-D1 HM-F1 6/A4.1 6/A4.1 -- 01 108A 3'-0" 7'-0" HM-D1 HM-F1 1/A4.1 1/A4.1 -- 01 109 3'-0" 7'-0" HM-D1 HM-F1 2/A4.1 2/A4.1 -- 02 110 3'-0" 7'-0" WD-D1 HM-F1 6/A4.1 6/A4.1 -- 05 112 6'-0" 7'-0" WD-D1 HM-F1 6/A4.1 6/A4.1 -- 04 OH1 16'-0" 16'-0" OH-D1 3/A4.1 3/A4.1 5/A4.1 High Lift Bre akaway Track OH2 16'-0" 16'-0" OH-D1 3/A4.1 3/A4.1 5/A4.1 High Lift Bre akaway Track OH3 16'-0" 16'-0" OH-D1 3/A4.1 3/A4.1 5/A4.1 High Lift Bre akaway Track OH4 16'-0" 16'-0" OH-D1 3/A4.1 3/A4.1 5/A4.1 High Lift Bre akaway Track OH5 16'-0" 16'-0" OH-D1 3/A4.1 3/A4.1 5/A4.1 - 15" Radius T rack 1 1/2" = 1'-0" A4.1 6 Door - HM Interior Detail 1 1/2" = 1'-0" A4.1 3 Door - OH Door Details 1 1/2" = 1'-0" A4.1 1 Door - HM Exterior Detail 1 1/2" = 1'-0" A4.1 5 Door - Overhead Door @ Grade 1 1/2" = 1'-0" A4.1 4 Window - Alum Detail 1 1/2" = 1'-0" A4.1 2 Door - HM Exterior Detail êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ Level 1 100' -0" Garage T/O Girt 121' -0" Office T/O Girt 111' -0" AB 12 3 4 6 7 20'-0" 5 A5.1 12 5 A5.1 sim T/O GRADE 4 10 13 13 11 16'-0" 1" 12" Level 1 100' -0" Garage T/O Girt 121' -0" 9 Office T/O Girt 111' -0" A B 1 2 6 6 1 7 7 T/O GRADE 11 10 5 A5.1 12 8'-0" WD-W1 WD-W1 105 WD-W1 1" 12" 1" 12" 7'-2" 7'-2" Level 1 100' -0" Garage T/O Girt 121' -0" 1 19 7 6 1 A6.1 4 A6.1 3 A6.1 8 2 3 4 5 6 6 9 222 22 1 2 2345 5'-6" WD-W1 109 108A OH1 OH2 OH3 OH4 10 11 T/O GRADE 10 5 A5.1 12 5 A5.1 12 5 A5.1 SIM 12 13 13 13 8'-0" Level 1 100' -0" Garage T/O Girt 121' -0" Office T/O Girt 111' -0" 1 97 6 1 A6.1 4 A6.1 3 A6.1 8 1 7 7 8 8 1 2 3 4 5 10 13 13 13 11 11 T/O GRADE 4 14 1 14 14 Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:20 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A5.1 Exterior Elevations Town of Brule, Wisconsin Exterior Elevation Notes 1 Insulated Metal Panel Type-1 Color #A 2 Insulated Metal Panel Type-2 Color #B 3 Overhead Door 4 8" Pipe Bollard Embedd in 16" DIA Conc Pier to 48" below grade; Fill Pipe Solid with Concrete 5 Metal Signage; 24" High -- 6 PMB Metal Roof Edge -- 7 PMB Metal Roof Gutter - Sized by PMB mfg. -- 8 PMB Standing Seam Roof System -- 9 Aluminum Window -- 10 Concrete Foundation - See Structural -- 11 Prefinished Metal Insulation Closure 12 P/F Metal Wall Panel Flashing 13 PMB Metal Corner Trim - Match Siding Color -- 14 PMB Metal Downspout- sized by PMB mfg. -- 1/8" = 1'-0" A5.1 1 North Elevation 1/8" = 1'-0" A5.1 2 South Elevation 1/8" = 1'-0" A5.1 3 East Elevation 1/8" = 1'-0" A5.1 4 West Elevation êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:21 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A5.2 Exterior Elevations 3D Town of Brule, Wisconsin A5.2 1 3D NW View A5.2 2 3D SE View êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ Level 1 100' -0" Garage T/O Girt 121' -0" Office T/O Girt 111' -0" 1 97 6 1 A6.1 4 A6.1 3 A6.1 A6.2 3 A6.2 2 8 T/O Wall Brg 110' -0" 2 3 4 5 A6.2 2 Sim Level 1 100' -0" Garage T/O Girt 121' -0" 2 A6.1 A B A6.2 1 A6.2 4 Level 1 100' -0" Office T/O Girt 111' -0" 2 A6.1 A B 1" 12" A6.1 6 A6.1 5 Level 1 100' -0" Garage T/O Girt 121' -0" 2 A6.1 AB T/O Wall Brg 110' -0" LINER PANEL 3-HR FIRE PANEL Level 1 100' -0" Office T/O Girt 111' -0" B PMB ROOF GIRTS PMB LS -ROOF DOUBLE LAYER INSULATION SYSTEM PMB ROOF FASCIA PMB METAL ROOF SYSTEM CONC FDN -SEE STRUC P/F METAL INSULATION COVER TO 6" BELOW GRADE GRADE R-20 RIGID INSULATION EX2 4" DIA DRAIN TILE -- DAYLIGHT TO DRAIN PEA GRAVEL BASE COVERED WITH FILTER FABRIC -- INSTALL LEVEL ON SOLID SOIL CONC FLR -- SEE STRUC 2" RIGID INSUL OVER V.B. 4'-0" 11'-0" 4A 1" 12" Level 1 100' -0" Office T/O Girt 111' -0" A PMB ROOF GIRTS PMB LS -ROOF DOUBLE LAYER INSULATION SYSTEM PMB ROOF GUTTER PMB METAL ROOF SYSTEM CONC FDN -SEE STRUC P/F METAL INSULATION COVER TO 6" BELOW GRADE GRADE R-20 RIGID INSULATION EX2 11'-0" 4" DIA DRAIN TILE -- DAYLIGHT TO DRAIN PEA GRAVEL BASE COVERED WITH FILTER FABRIC -- INSTALL LEVEL ON SOLID SOIL 4'-0" 1" 12" CONC FLR -- SEE STRUC 2" RIGID INSUL OVER V.B. Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:23 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A6.1 Building Sections & Wall Sections Town of Brule, Wisconsin 1/8" = 1'-0" A6.1 2 Section N-S 1/8" = 1'-0" A6.1 3 Section @ Garage 1/8" = 1'-0" A6.1 1 Section @ Office 1/8" = 1'-0" A6.1 4 Section @ Garage Platform 1/2" = 1'-0" A6.1 6 Seciton - Office High 1/2" = 1'-0" A6.1 5 Section - Office Low êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ Level 1 100' -0" Garage T/O Girt 121' -0" 1 21'-0" PMB METAL WALL PANEL PMB ROOF GIRTS PMB LS -ROOF DOUBLE LAYER INSULATION SYSTEM PMB FRAME PMB ROOF FASCIA PMB METAL ROOF SYSTEM EX1 P/F METAL INSULATION COVER TO 6" BELOW GRADE GRADE R-20 RIGID INSULATION CONC FLOOR -SEE STRUC 4" DIA DRAIN TILE -- DAYLIGHT TO DRAIN PEA GRAVEL BASE COVERED WITH FILTER FABRIC -- INSTALL LEVEL ON SOLID SOIL Level 1 100' -0" Garage T/O Girt 121' -0" A PMB ROOF GIRTS PMB LS -ROOF DOUBLE LAYER INSULATION SYSTEM PMB ROOF GUTTER PMB METAL ROOF SYSTEM CONC FDN -- SEE STRUC 2" RIGID INSUL OVER CONT V.B. GRAN BASE - SEE STRUC P/F METAL INSULATION COVER TO 6" BELOW GRADE GRADE R-20 RIGID INSULATION 21'-0" EX1 4'-0" 4" DIA DRAIN TILE -- DAYLIGHT TO DRAIN PEA GRAVEL BASE COVERED WITH FILTER FABRIC -- INSTALL LEVEL ON SOLID SOIL 1" 12" 4'-0" Level 1 100' -0" Garage T/O Girt 121' -0" B 21'-0" CONC APRON -- SEE STRUC PIPE BOLLARD OH DOOR R-20 RIGID INSULATION CONC FDN -SEE STRUC EX1 PMB METAL WALL PANEL PMB ROOF GIRTS PMB LS -ROOF DOUBLE LAYER INSULATION SYSTEM PMB ROOF FASCIA PMB METAL ROOF SYSTEM 4" DIA DRAIN TILE -- DAYLIGHT TO DRAIN PEA GRAVEL BASE COVERED WITH FILTER FABRIC -- INSTALL LEVEL ON SOLID SOIL Level 1 100' -0" Garage T/O Girt 121' -0" 76 T/O Wall Brg 110' -0" 3-HR FIRE RATED CLOSURE TO ROOF DECK -- BY PMB CONTR. PMB METAL WALL PANEL PMB ROOF GIRTS PMB LS -ROOF INSULATION SYSTEM PMB ROOF GIRTS LS ROOF INSULATION SYSTEM FIRE BARRIER PANEL TO BE SUPPORTED OFF GRID -7 PMB FRAME PMB FRAME PMB FRAME PMB ROOF GIRTS ROOF FLASHING BY PMB CONTR. 6" 1" 6" CONT 16 GA. MTL CLOSURE ANCHORED TO GIRTS AND FIRE SAFED TO ROOF DECK 3-HR FIRE PANEL CONT FROM FLOOR TO BOTTOM OF ROOF DECK -- BY PMB CONTR. 6" HIGH LAYER CONT. R-24 SPRAY FOAM INSUL 7B 4A 10'-0" PMB METAL LINER PANEL FLOOR SYSTEM - SEE STRUC 3/4" T&G DECK GLUED AND SCREWED EX1 FTG -- SEE STRUC 21'-0" PANEL CLOSURE PMB HEAD FLASHING STL. SUB FRAME BY PMB CONT SEALANT PMB WALL PANEL PANEL CLOSURE PMB CLOSURE PMB WALL GIRT Çê~ïå=ÄóW ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW www.dsgw.com John E. Erickson, NCARB, LEED AP 9676 3/10/2026 9:08:24 AM 025170.00 JMG JMG 3/10/2026 Brule Public Works Garage A6.2 Wall Sections Town of Brule, Wisconsin 1/2" = 1'-0" A6.2 3 Section - Fire Barrier 1/2" = 1'-0" A6.2 2 Seciton - Gable Wall 1/2" = 1'-0" A6.2 1 Section - Garage Low 1/2" = 1'-0" A6.2 4 Seciton - Garage High 1 1/2" = 1'-0" A6.2 5 Wall - Siding Flashing Detail êÉîáëáçå=L=áëëìÉ åçK Ç~íÉ M M VD VD BDD FD SD M FSD VD REFER TO LIFE SAFETY PLANS FOR LOCATIONS AND RATINGS OF W ALL TYPES. SMOKE PARTITION SMOKE DAMPERS REQUIRED AT TRANSFER AIR OPENINGS ONLY. FIRE BARRIERS (1 -HR) 1.5 -HR FIRE DAMPER REQUIRED AT TRANSFER AIR OPENINGS ONLY. DUCTS SHALL NOT PENETRATE EXIT PASSAGEWAY OR STAIRWAY ENCLOSURE. SMOKE BARRIER (1 -HR) SMOKE DAMPERS REQUIRED AT ALL DUCT PENETRATIONS. TRANSFER AIR OPENINGS REQUIRE A 1.5 -HR COMBINATION FIRE/SMOKE DAMPER. FIRE BARRIER (2 -HR) 1.5 -HR FIRE DAMPER AT ALL DUCT PENETRATIONS. FIRE/SMOKE BARRIER (2 -HR) 1.5 -HR COMBINATION FIRE/SMOKE DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS. SHAFT ENCLOSURES: 1.5 -HOUR COMBINATION FIRE/SMOKE DAMPER IS REQUIRED AT EACH PENETRATION OF A SHAFT ENCLOSURE. IF THE SHAFT DOES NOT EXTEND ALL THE WAY TO THE BOTTOM OF THE BUILDING, PLACE A HORIZONTAL FIRE/SMOKE DAMPER AT THE FLOOR LEVEL WHERE THE DUCT EMERGES FROM THE BOTTOM OF THE SHAFT. LIFE SAFETY NOTES Ø ROUND AC AIR CONDITIONING ADD ADDENDUM AFF ABOVE FINISHED FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECT/ARCHITECTURAL BFF BELOW FINISHED FLOOR BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR CAP CAPACITY CFM CUBIC FEET PER MINUTE CO CLEAN OUT D DEGREE DB DRY BULB DIA DIAMETER DN DOWN EAT ENTERING AIR TEMPERATURE ELEC ELECTRICAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE E/A EXHAUST AIR (E) EXISTING °F DEGREES FAHRENHEIT FD FIRE DAMPER FL FLOOR FO FUEL OIL FOV FUEL OIL VENT FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FPM FEET PER MINUTE FS FLOOR SINK FT FOOT/FEET GAL GALLON GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE HP HORSE POWER ID INDIRECT IN INCH INV INVERT LB POUND LB/HR POUNDS PER HOUR LAT LEAVING AIR TEMPERATURE LP LOW PRESSURE LPG LIQUEFIED PETROLEUM GAS LVR LOUVER LWT LEAVING WATER TEMPERATURE M/A MIXED AIR MAX MAXIMUM ABBREVIATIONS MBH ONE THOUSAND BTU PER HOUR MCF ONE THOUSAND CUBIC FEET MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MUA MAKE -UP/AIR NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NUMBER NO NORMALLY OPEN NTS NOT TO SCALE O OXYGEN O/A OUTSIDE AIR PD PRESSURE DROP PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PWR POWER (R) RELOCATE R/A RETURN AIR RCP RADIANT CEILING PANEL REC RECESSED RED REDUCER RH RELATIVE HUMIDITY RL/A RELIEF AIR RM ROOM RPM REVOLUTIONS PER MINUTE SF SQUARE FOOT S/A SUPPLY AIR SF SQUARE FOOT SD SMOKE DAMPER SM SURFACE MOUNT SP STANDPIPE SP STATIC PRESSURE STM STEAM T THERMOSTAT TD TEMPERATURE DROP TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND VAC VACUUM V VENT VAV VARIABLE AIR VOLUME VENT VENTILATION WB WET BULB (X) DEMOLISH GENERAL SYMBOLS DETAIL/PLAN CALLOUT REVISION CLOUD REVISION TAG KEYNOTE 1 X XXX X NORTH ARROW N MATCHLINE POINT OF CONNECTION POINT OF DEMOLITION CONTINUATION SYMBOL AREA TO BE DEMOLISHED AREA NOT IN CONTRACT HVAC SYMBOLS & TAGS T THERMOSTAT TH TEMPERATURE & HUMIDITY SENSOR HS HUMIDITY SENSOR MS MANUAL SWITCH S SENSOR H HUMIDISTAT CO2 CARBON DIOXIDE (CO 2) SENSOR NO2 NITROGEN DIOXIDE (NO 2) SENSOR CO CARBON MONOXIDE (CO) SENSOR DOOR UNDERCUT U EQUIPMENT TAG SIZE TYPE CFM AHU-101 DIFFUSER TAG PIPING SYSTEMS REF CD REFRIGERANT CONDENSATE DRAIN G NATURAL GAS HEAT PUMP UNIT/ENERGY RECOVERY UNIT SYSTEMS SYSTEMS COMPRISED OF HEAT PUMPS AND ENERGY RECOVERY VENTILATORS SHALL OPERATE AS FOLLOWS: 1. VENTILATION: ENERGY RECOVERY VENTILATORS SHALL PROVIDE VENTILATI ON DURING OCCUPIED HOURS PER TIME -CLOCK OR OCCUPANCY SENSOR. A DUCT HEATER SHALL PREHEAT OUTSIDE AIR AS NEEDED TO ACHIEVE THE SPECIFIED MINIMUM AIR TEMPE RATURE DELIVERED INTO THE CONDITIONED SPACE. 2. CONDITIONING: CONDITIONING OF AIR TO BE ACCOMPLISHED V IA A ZONE THERMOSTAT. THERMOSTAT SHALL INCLUDE CODE REQUIRED DEAD BAND BETWEEN SETPOIN TS. UPON A CALL FOR HEATING OR COOLING, THE HEAT PUMP WILL BE ENERGIZED AND OPERATE TO MAINTAIN SPACE TEMPERATURE SETPOINT. GARAGE EXHAUST SYSTEMS 1. FANS TO BE INTERLOCKED WITH CO AND NO2 SENSORS. 2. FANS SHALL RUN AT MINIMUM TURNDOWN CFM AT ALL TIMES. A. CO SENSOR - FANS RAMP TO MAX CAPACITY ONCE A VALUE OF 35 PPM IS DETECTED AND OPERATE UNTIL CO LEVELS DROP BELOW 25 PPM BEFORE RETURNING TO MINIMUM TURNDOWN CFM. B. NO2 SENSOR - FANS RAMP TO MAX CAPACITY ONCE A VALUE OF 5 PPM IS DETECTED AND OPERATE UNTIL NO2 LEVELS DROP BELOW 1 PPM BEFORE RETURNING TO MINIMUM TURNDOWN CFM. CONTROL SEQUENCE OF OPERATION BUILDING DESCRIPTION NEW CONSTRUCTION OF A PUBLIC WORKS GARAGE FOR TOWN OF BRULE, CONSISTING OF APPROXIMATELY 6,000 SF. THE PROJECT IS LOCATED IN BRULE, WI. NOTABLE MECHANICAL DESIGN APPROACHES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: OFFICE SPACES: • VENTILATION: HEAT RECOVERY VENTILATORS IN AMENITY SPACE. • HEATING AND COOLING: DUCTED FAN COIL UNIT SPLIT SYSTEM. GARAGE ROOM: • VENTILATION: SIDE WALL EXHAUST FAN AND INTAKE LOUVER. • HEATING ONLY VIA GAS UNIT HEATER. ELEVATOR ROOM: • COOLING VIA MINI -SPLIT AC. CODES AND STANDARDS BUILDING MECHANICAL SYSTEMS ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • 2021 WISCONSIN BUILDING CODE • 2021 WISCONSIN MECHANICAL CODE • 2021 WISCONSIN ENERGY CODE (2019 ASHRAE 90.1) • 2023 WISCONSIN PLUMBING CODE • 2021 WISCONSIN FIRE CODE HVAC DESIGN CRITERIA SUPERIOR BONG ASHRAE FUNDAMENTALS 2021 ELEVATION: 674' LAT: 46.689 N LONG: 92.094 W OUTDOOR DESIGN CONDITIONS WINTER: -14.7°F DB (99.6%) SUMMER: 90.8°F DB (0.4%) 74.9°F WB (0.4%) INDOOR DESIGN CONDITIONS OFFICE SPACES COOLING: 75°F +/ - 2°F HEATING: 70°F +/ - 2°F HEATING -ONLY SPACES GARAGE: 50°F +/ - 2°F VENTILATION CRITERIA COMPLY WITH 2021 WISCONSIN STATE MECHANICAL CODE CHAPTER 4 VIA 403.3.1.1 EXHAUST CRITERIA (MINIMUM RATES) PUBLIC RESTROOMS: PER WATER CLOSET / URINAL AS PER IMC PARKING GARAGE: 0.06 CFM/FT 2 MIN. / 0.75 CFM/FT 2 MAX. BUILDING ENVELOPE ROOF: R-30 CI (U -0.032) STEEL FRAMED WALLS: R-13 + R -12.5 c.i. (U -0.049) 6” WOOD FRAMED WALLS: R-13 + R -7.5 c.i. (U -0.051) MASS WALLS: R-13.3 CI (U -0.080) UNHEATED SLAB: F-0.510 SWINGING DOOR: U-0.370 NONSWINGING DOOR: U-0.310 FIXED WINDOW: U-0.34 OPERABLE WINDOW: U-0.42 DUCTWORK DESIGN CRITERIA DUCT STATIC PRESSURE FRICTION LOSS SHALL NOT EXCEED THE FOLLOWING: • LOW PRESSURE SUPPLY: 0.08" W.C. PER 100 FEET • MEDIUM PRESSURE SUPPLY: 0.1" W.C. PER 100 FEET • LOW PRESSURE RETURN AND EXHAUST: 0.06" W.C. PER 100 FEET • MECHANICAL ROOMS AND SHAFTS: 0.2" W.C. PER 100 FEET SUPPLY, RETURN AND EXHAUST DUCT AIRFLOW VELOCITIES SHALL NOT EXCEED THE FOLLOWING: • MAINS ABOVE CEILING: 1,750 FPM • MAINS ABOVE OPEN OCCUPIED SPACES: 1450 FPM • BRANCHES ABOVE OPEN OCCUPIED SPACES: 1150 FPM • RUN -OUTS TO DIFFUSERS: 725 FPM • IN SHAFTS: 2,500 FPM • IN MECHANICAL ROOMS: 3,000 FPM MECHANICAL BASIS OF DESIGN PIPE ACCESSORIES BALANCING VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE GATE VALVE GLOBE VALVE LOCKED SHIELD VALVE PLUG VALVE PRESSURE REDUCING VALVE QUICK OPENING VALVE FLUID STRAINER MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE HOSE BIBB DUCTWORK LEGEND MITERED ELBOW 36x18 S/A 30x18 S/A SC -1 400 DUCT END CAP 10"Ø S/A 24x18 S/A 20x18 S/A BEVELED FITTING DUCT MOUNTED DIFFUSER BALANCE DAMPER DUCT REDUCER CEILING DIFFUSER DUCT SYSTEMS 24x18 S/A 23 - SUPPLY AIR 23 - RETURN AIR 23 - OUTSIDE AIR 23 - CONDITIONED OUTSIDE AIR 24x18 S -O/A 23 - EXHAUST AIR 23 - FLUE GAS VENT 24"Ø C/A 23 - COMBUSTION AIR 24x18 R/A 24x18 O/A 24x18 E/A 24x18 FLUE DOWN UP WALL MOUNTED DIFFUSER DUCT ACCESSORIES BACKDRAFT DAMPER FIRE DAMPER MOTORIZED DAMPER SMOKE DAMPER FIRE SMOKE DAMPER VOLUME DAMPER 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION. 2. COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS. 3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS PROJECT. 4. FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. 5. EQUIPMENT FOR OTHER DISCIPLINES MAY BE SHOWN FOR REFERENCE ONLY. REFER TO OTHER DISCIPLINES' DRAWINGS FOR MORE DETAIL REGARDING EQUIPMENT SPECIFICATIONS AND INFORMATION. 6. PLANS SHALL GOVERN IN MATTERS OF QUANTITY, SPECIFICATIONS SHALL GOVERN IN MATTERS OF QUALITY. IN CASE OF DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. PLANS ARE TO BE TIED TO SPECIFICATIONS FOR A COMPLETE DESIGN PACKAGE. NOTIFY ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS. 7. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 8. LOCATE EQUIPMENT REQUIRING ACCESS 2' -0" MAXIMUM ABOVE CEILING. 9. ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10' -0" FROM EDGE OF ROOF. 10. LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS, TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. 11. PROVIDE FIRE PROOFING FOR ALL PENETRATIONS OF FIRE RATED ASSEMBLIES. FIRE PROOFING MUST BE EQUIVALENT OR HIGHER TO THAT OF THE PENETRA TED ASSEMBLY. REFER TO ARCHITECTURAL PLANS. 12. PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS, FLOORS, WALLS, AND ROOF. CONSULT STRUCTURALLY ENGINEER OF RECORD FOR ALL STRUCTURAL PENETRATIONS. PROVIDE WATER -PROOFING AS NEEDED FOR ALL EXTERIOR PENETRATIONS. 13. ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL EQUIPMENT. 14. REFER TO PLUMBING SERIES DRAWINGS FOR GAS PIPING. 15. PIPE AND DUCTWORK SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL ANOTHER SIZE IS SHOWN. 16. FOR DETAILS, EQUIPMENT CONNECTIONS, DUCT AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS. 17. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS. 18. LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE DRAWINGS, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID INTERFERENCE IN THE FIELD. 19. INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS. 20. THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUIT, WIRING, CONTROLS, AND APPURTENANCES FOR A COMPLETE AND OPERABLE HVAC SYSTEM. 21. INSULATE DUCTWORK AND PIPING SYSTEMS TO MEET LOCAL ENERGY CODE REQUIREMENTS. A. SUPPLY AND RETURN DUCTS FOR HEATING AND COOLING: • EXTERIOR: R -12 • UNCONDITIONED SPACE AND BURIED DUCTS: R -6 • INDIRECTLY CONDITIONED SPACE: R -1.9 B. SUPPLY AND RETURN DUCTS FOR HEATING ONLY: • EXTERIOR: R -12 • UNCONDITIONED SPACE AND BURIED DUCTS: R -6 • INDIRECTLY CONDITIONED SPACE: R -1.9 C. SUPPLY AND RETURN DUCTS FOR COOLING ONLY: • EXTERIOR: R -8 • UNCONDITIONED SPACE AND BURIED DUCTS: R -6 • INDIRECTLY CONDITIONED SPACE: R -1.9 22. SEISMIC ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 23. LOCATE THERMOSTATS AND TEMPERATURE SENSORS A MINIMUM OF 8" AWAY FROM LIGHT SWITCHES. MOUNTING HEIGHT SHALL BE PER ARCHITECT AND IN CONFORMANCE WITH ADA GUIDELINES. 24. DIVISION 23 CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONTROL WIRING. 25. CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING AND GAS EQUI PMENT. CONTRACTOR SHALL ENSURE PROPER INSTALLATION AND DRAINAGE AS REQUIRED BY FED ERAL, STATE, AND LOCAL CODES. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. 26. PROVIDE A 4" HOUSEKEEPING PAD FOR EACH PIECE OF FLOOR -MOUNTED ME CHANICAL EQUIPMENT. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED. 27. ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRES SURE CLASS OF 2" W.G. UNLESS NOTED OTHERWISE. 28. CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMEN T AFTER ALL DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH. 29. PROVIDE ACCESS PANELS FOR SERVICING, ADJUSTING AND REPLACING INCLUDING BUT NOT LIMITED TO ALL EQUIPMENT, DAMPERS AND VALVING. 30. THERMOSTATS TO BE PROGRAMMABLE, HAVE 5°F DEADBAND, AUTOMATIC TIME -CLOCK, 2 -HOUR OCCUPANT OVERRIDE, 10 -HOUR BACKUP, SETBACKS TO 55°F (HEATING) AND 85°F (COOLING). 31. CONTRACTOR TO PROVIDE OPERATION & MAINTENANCE MANUALS AND AS -BUILT DRAWINGS FOR NEW SYSTEMS AND EQUIPMENT WITHIN 90 DAYS OF COMPLETION. 32. PROVIDE CODE REQUIRED DOOR SWITCH TO CONTROL HVAC SYSTEM OPERATION AND DE - ENERGIZE HVAC SYSTEM FUNCTIONS IF DOOR IS FOUND TO BE OPEN LONGER THAN CODE ALLOWED TIMEFRAME. REFER TO 2019 WISCONSIN ENERGY CODE 6.5.10 FOR SPECIFIC REQUIREMENTS. 33. CONDENSATE DRAIN LINES SHALL BE CONFIGURED OR PROVIDED WITH CLEANOUT TO PERMIT THE CLEARING OF BLOCKAGES AND FOR MAINTENANCE WITHOUT REQUIRING THE DRAIN LINE TO BE CUT. * NOTE * ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. GENERAL NOTES drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 MEP KWP Brule Public Works Garage M0.1 COVER SHEET HVAC SHEET INDEX M0.1 COVER SHEET - MECHANICAL M0.2 SCHEDULES - MECHANICAL M2.1 FLOOR PLAN - MECHANICAL M2.2 MEZZANINE PLAN - MECHANICAL M5.1 DETAILS - MECHANICAL revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 MEP CDH Brule Public Works Garage M0.2 SCHEDULES 1. PROVIDE 208V-115V STEPDOWN TRANSFORMER (CG1), AND TWO STATE THERMOSTAT. NOTES: GUH-2 GARAGE GAS UNIT HEATER WHITE 200 MBH 166 MBH 2562 60 83 1/2" 193 LBS 1/6 HP 115 REZNOR UDX200 ALL GUH-1 GARAGE GAS UNIT HEATER WHITE 200 MBH 166 MBH 2562 60 83 1/2" 193 LBS 1/6 HP 115 REZNOR UDX200 ALL MOTOR VOLT MANUFACTURER MODEL TAG LOCATION STYLE FINISH INPUT CAPACITY OUTPUT CAPACTIY AIRFLOW HEAT RISE THERMAL EFFICIENCY % GAS CONNECTION WEIGHT ELECTRICAL BASIS OF DESIGN NOTES GAS UNIT HEATER 4. PROVIDE WITH OUTDOOR AIR SENSOR. 3. USE MANUFACTURER APPROVED POLYPROPYLENE EXHAUST FLUE SYSTEM. 2. UNIT TO BE CAPABLE OF HANDLING 50% PROPYLENE GLYCOL. 1. PROVIDE WITH FLOW SWITCH, SIDEWALL VENT TERMINATION, NEUTRALIZER FOR CONDENSATE DRAIN AND ROUTE TO AN APPROVED LOCATION PER LOCAL CODE. NOTES: B-1 230 MBH 95.0 1-1/4" 1/2" 3" 3" 120°F 100°F 25 GPM GAS 29 MBH 2 85 MBH 247 MBH 10:1 120 1 LOCHINVAR WHB285N 200 LBS ALL WATER GAS INTAKE VENT LWT EWT FLOW FUEL SOURCE MIN INPUT MAX INPUT REQUIRED OUTPUT TURN DOWN RATIO VOLTS PH. MANUFACTURER MODEL TAG NET AHRI AFUE, % CONNECTIONS PUMP HEATING CAPACITY ELECTRICAL BASIS OF D ESIGN WEIGHT NOTES BOILER SCHEDULE 1. PROVIDE FAN WITH MOTION SENSOR. COORDINATE LOCATION WITH ELECTRICAL CONTRACTOR. NOTES: CEF-02 TOILET SINGLE SPEED EXHAUST FAN 50 CFM 0.5" W.C. NO 13" 11.4 DIRECT 120 1 20 LBS PANASONIC FV-0511VK3 1 CEF-02 TOILET SINGLE SPEED EXHAUST FAN 50 CFM 0.5" W.C. NO 13" 11.4 DIRECT 120 1 20 LBS PANASONIC FV-0511VK3 1 CEF-01 STAFF TOILET SINGLE SPEED EXHAUST FAN 50 CFM 0.5 " W.C. NO 13" 11.4 DIRECT 120 1 20 LBS PANASONIC FV-0511VK3 1 AIRFLOW ESP DRIVE VOLT PH MANUFACTURER MODEL TAG AREA SERVED TYPE PERFORMANCE FIXTURE INCLUDES LED LIGHT GRILLE SIZE EFFICIENCY CFM/WATT ELECTRICAL WEIGHT BASIS OF DESIGN NOTES CEILING EXHAUST FANS 2. PROVIDE LOW AMBIENT KIT FOR OPERATION DOWN TO -10°F. 1. PROVIDE LINESET, DISCONNECT, EQUIPMENT, AND WIND BAFFLE. NOTES: CU-02 9 MBH 12 MBH R454B 65 FT 14.3/7.5 21/11.8 85 LBS 230 V 1 Ø FC-02 MITSUBISHI SUZ-AA09NL ALL CU-01 24 MBH 25 MBH R454B 165 FT 14.3/7.5 21.2/10 120 LBS 2 30 V 1 Ø FC-01 MITSUBISHI SUZ-AA24NL ALL COOLING HEATING MAX LENGTH REQUIRED ACTUAL VOLTAGE PHASE M ANUFACTURER MODEL TAG CAPACITY REFRIG. TYPE PIPING EFFICIENCY (SEER2/HSPF2) WEIGHT ELECTRICAL INTERLOCK BASIS OF DESIGN NOTES CONDENSING UNITS 1. PROVIDE ECM MOTOR WITH SPEED CONTROLLER. NOTES: EF-02 GARAGE SIDEWALL 200 CFM 0.75" W.C. DIRECT 1/10 HP 11 5 V 1 Ø 25 LBS GREENHECK CSP-A390-VG 1 EF-01 GARAGE SIDEWALL 3000 CFM 0.75" W.C. DIRECT 1 HP 115 V 1 Ø 110 LBS GREENHECK SQ-15-M2-VG 1 DRIVE POWER VOLT PH MANUFACTURER MODEL TAG AREA SERVED TYPE AIRFLOW ESP ELECTRICAL WEIGHT BASIS OF DESIGN NOTES FANS NOTES: ERV-02 SOUTH 415 CFM 0.75" W.C. 222 W 415 CFM 0.75" W.C. 2 12 W STATIC PLATE 75.60% 90.8/-14.7°F 79.3/46.8°F MERV-1 0 160 LBS 120 V 1 Ø RENEWAIRE HE07-JINV-S11AA---GNT---L ERV-01 NORTH 50 CFM 5" W.C. 135 W 50 CFM 5" W.C. 135 W STAT IC PLATE 79.20% 90.8/-14.7°F 78.3/52.3°F MERV-10 100 LBS 120 V 1 Ø RENEWAIRE SL75 AIRFLOW ESP POWER AIRFLOW ESP POWER TYPE EFFICIENCY EAT DB (SUMMER/WINTER) LAT DB (SUMMER/WINTER) VOLTAGE PHASE MANUFACTURER MODEL TAG AREA SERVED SUPPLY FAN EXHAUST FAN ENERGY RECOVERY CORE FILTER WEIGHT ELECTRICAL BASIS OF DESIGN NOTES ENERGY RECOVERY VENTILATORS 4. WALL HEATER TO BE HIGH IN WALL. 3. PROVIDE HEATER ASSEMBLY WITH A WALL CAN AND GRILLE KIT. 2. ELECTRIC UNIT HEATER SHALL BE CONTROLLED WITH 60/30/20/10 MINUTE WALL TIMER. 1. ELECTRIC UNIT HEATERS SHALL HAVE AN INTEGRAL MECHANICAL THERMOSTAT. NOTES: EUH-04 MECHANICAL ROOM WALL WHITE 1 KW 120 V 8.3 CADET COM- PAK 1,2,3 EUH-03 STORAGE 113 WALL WHITE 1 KW 120 V 8.3 CADET APEX-72 A LL EUH-02 TLT 108 WALL WHITE 0.5 KW 120 V 2.1 CADET COM-PAK 1,2 ,3 EUH-01 STAFF AREA WALL WHITE 1 KW 120 V 8.3 CADET COM-PAK 1, 2,3 WATT VOLT AMP MANUFACTURER MODEL TAG AREA SERVED STYLE FINISH ELECTRICAL BASIS OF DESIGN NOTES ELECTRIC UNIT HEATER 2. PROVIDE ASPEN MINI CONDENSATE PUMP (OR EQUAL). 230V, 1Ø, 0.11A. 1. POWER AND CONTROL WIRING FROM CONDENSING UNIT. NOTES: FCU-02 OFFICE CASSETTE 300 CFM - 9 MBH 11 MBH 30 LBS 230 V 1 Ø MITSUBISHI SLZ-AF09NL ALL FCU-01 MEETING ROOM DUCTED 742 CFM 0.6" W.C. 24 MBH 27 MB H 67 LBS 230 V 1 Ø MITSUBISHI PEAD-AA24NL ALL AIRFLOW FAN ESP COOLING HEATING VOLTAGE PHASE MANUFACTURE R MODEL TAG AREA SERVED TYPE SUPPLY FAN CAPACITY (MBH) WEIGHT ELECTRICAL BASIS OF DESIGN NOTES FAN COILS 1. PROVIDE WITH MOTORIZED DAMPER WITH 120 VOLT ACTUATOR. NOTES: LV-05 MECHANICAL ROOM 50 CFM EXHAUST 645 FPM 0.1 SQFT 8x8 GREENHECK ESD-202 - LV-04 MEETING ROOM 105 415 CFM INTAKE 380 FPM 1.1 SQFT 24 x18 GREENHECK ESD-635 - LV-03 MEETING ROOM 105 415 CFM EXHAUST 635 FPM 0.7 SQFT 2 0x14 GREENHECK EDJ-401 - LV-02 STAFF AREA 104 3000 CFM INTAKE 390 FPM 7.7 SQFT 48x 40 GREENHECK ESD-635 1 LV-01 STAFF AREA 104 50 CFM INTAKE 335 FPM 0.1 SQFT 10x10 GREENHECK ESD-202 - MANUFACTURER MODEL TAG LOCATION AIRFLOW TYPE VELOCITY REQUIRED FREE AREA WIDTH / HEIGHT BASIS OF DESIGN NOTES LOUVERS TOTAL (ALL FLOORS) 1735 34 50 50 STORAGE STORAGE 70 0 0 0 0.12 0.8 11 20 - - - - STAFF TLT TOILETS-PUBLIC (CONTINUOUS OPERATION) 70 0 0 0 0 0.8 0 0 50 1 - 50 STAFF AREA OFFICE SPACE 140 5 2 5 0.06 0.8 23 30 - - - - ERV-02 405 415 100 OFFICE OFFICE SPACE 195 5 2 5 0.06 0.8 27 30 - - - - STORAGE STORAGE 80 0 0 0 0.12 0.8 12 15 - - - - LOBBY MAIN ENTRY LOBBIES 165 10 2 5 0.06 0.8 25 25 - - - - TLT TOILETS-PUBLIC (CONTINUOUS OPERATION) 70 0 0 0 0 0.8 0 0 50 1 - 50 TLT TOILETS-PUBLIC (CONTINUOUS OPERATION) 70 0 0 0 0 0.8 0 0 50 1 - 50 MEETING ROOM CONFERENCE/MEETING 875 50 44 5 0.06 0.8 341 345 - - - - ERV-01 SPACE NAME OCCUPANCY TYPE AREA (FT2) OCCUPANT DENSITY #/1000 SQ FT NUMBER OF PEOPLE OSA AIRFLOW PER PERSON (CFM) OSA AIRFLOW PER UNIT AREA (CFM/FT2) EFFECTIVENESS REQUIRED OSA AIRFLOW (CFM) TOTAL SUPPLIED OSA AIRFLOW (CFM) UNIT EXHAUST (CFM/UNIT) UNITS EXHAUST AIRFLOW PER UNIT AREA (CFM/FT2) MINIMUM EXHAUST AIRFLOW (CFM) WMC 2021 403.3 VENTILATION AND EXHAUST CALCULATION TOTALS: 3000 200 GARAGE 4000 0.75 3000 0.05 200 8 7 OSA PER UNIT AREA (CFM/FT2) OSA CAPACITY (CFM) OSA PER UNIT AREA (CFM/FT2) REQUIRED VENTILATION CAPACITY (CFM) INTAKE LOUVER SIZE @ 50% FREE AREA (FT2) EXHAUST LOUVER SIZE @ 50% FREE AREA (FT2) SPACE NAME TOTAL AREA (FT2) MAX. CAPACITY REQUIRED MINIMUM TURNDOWN REQUIRED LOUV ER FREE AREA PARKING GARAGE VENTILATION CALCULATION 1. PROVIDE WITH HOSE REEL (HRM-02-0630-WT), MOTORIZED HOSE REEL SWITCH (HRCM-4B), TAPERED CONE (TPA 04-06), FAN CONTROL BOX (CBS-1-230-1-L) AND LIFTING POLE (LP-10-ADJ). NOTES: VEF-1 GARAGE PRESSURE BLOWER - TOP DISCHARGE 6" 25 FT MO TORIZED 580 CFM 4" W.C. 120 V 1 Ø 70 LBS FUME-A-VENT PB10- 1-1-T 1 DIAMETER LENGTH DRUM STORAGE VOLT PH MANUFACTURER MODEL TAG SERVES TYPE EXHAUST HOSE/DRUM AIRFLOW TSP ELECTRICAL WEIGHT BASIS OF DESIGN NOTES VEHICLE EXHAUST SOURCE CAPTURE SYSTEM SCHEDULE 1. PROVIDE WITH ECM MOTOR, BACNET CARD. NOTES: P-4 IN-LINE (WET-ROTOR) INLINE 7.96 GPM 16 FT 1/12 HP 115 V 1 Ø BELL & GOSSETT ECOCIRC XL 20-35 25 LBS 1 P-3 IN-LINE (WET-ROTOR) INLINE 5.93 GPM 16 FT 1/12 HP 115 V 1 Ø BELL & GOSSETT ECOCIRC XL 20-35 25 LBS 1 P-2 IN-LINE (WET-ROTOR) INLINE 5.89 GPM 15 FT 1/12 HP 115 V 1 Ø BELL & GOSSETT ECOCIRC XL 20-35 25 LBS 1 P-1 IN-LINE (WET-ROTOR) INLINE 4.95 GPM 22 FT 1/12 HP 115 V 1 Ø BELL & GOSSETT ECOCIRC XL 20-35 25 LBS 1 BP-1 IN-LINE (WET-ROTOR) INLINE 25 GPM 5 FT 1/12 HP 115 V 1 Ø BELL & GOSSETT ECOCIRC XL 20-35 25 LBS 1 DESIGN FLOW HEAD POWER VOLT PHASE MANUFACTURER MODEL TAG DESCRIPTION TYPE PUMP ELECTRICAL BASIS OF DESIGN WEIGHT NOTES PUMP SCHEDULE 4. THROW VALUES GIVEN FOR TERMINAL VELOCITIES 150, 100, AND 50 FPM FOR ISOTHERMAL CONDITIONS. 3. NOISE CRITERIA (NC) BASED ON ROOM ABSORPTION OF 10 DB, MEASURED PER ANSI/ASHRAE STANDARD 70. 2. DIFFUSER, GRILLE, OR REGISTER TO BE SIZED AS LISTED ON SCHEDULE UNLESS OTHERWISE DIRECTED ON FLOOR PLAN. 1. APPEARANCE SHALL BE APPROVED BY ARCHITECT PRIOR TO PURCHASING DIFFUSER OR GRILLE. NOTES: RW-1 SIDEWALL RETURN/EXHAUST GRILLE 0 DEGREE DEFLECTI ON 0 900 18x12 18x12 18x12 25 - SURFACE MOUNT - TITUS 350RS AL L 300 750 14 24x24 12x12 29 - - ALL 100 300 12x12 24x24 12x12 - - - ALL RC-1 PASSIVE CEILING RETURN GRILLE PERFORATED, EGG CR ATE 0 100 6x6 24x24 12x12 - - SURFACE MOUNT - TITUS PAR-AA ALL SC-2 CEILING SUPPLY SQUARE FOUR-WAY 200 350 12 24x24 24x24 18 3-5-15 SURFACE MOUNT PERFORATED TITUS PCS-AA ALL 121 200 8 24x24 12x12 12 3-5-9 4-WAY ALL SC-1 CEILING SUPPLY SQUARE FOUR-WAY 0 120 6 24x24 12x12 - 2-3-7 SURFACE MOUNT 4-WAY TITUS TMS-AA ALL TAG TYPE FACE MIN CFM MAX CFM NECK SIZE T-BAR HARDLID NC THR OW FRAME DEFLECTION BASIS OF DESIGN NOTES DIFFUSERS, REGISTERS AND GRILLES 1. PROVIDE WITH BUILT-IN AIR FLOW SENSOR, TEMPERATURE SENSOR, AUTOMATIC RESET, TEMPERATURE CONTROLLER, AND SINGLE POINT POWER CONNECTION. NOTES: EDH-2 THERMOLEC TER-10-4208 ERV-02 THERMOAIR 10" 3.24 KW 4 .0 KW 120 CFM 415 CFM 240 1 1 EDH-1 THERMOLEC TER-6-1120 ERV-01 THERMOAIR 6" 0.39 KW 1.0 KW 30 CFM 50 CFM 120 1 1 MANUFACTURER MODEL SERVES TYPE SIZE REQUIRED POWER ACTUAL POWER MIN. DESIGN VOLTAGE PHASE TAG BASIS OF DESIGN HEATING ELEMENT AIRFLOW REQ'S ELECTRIC AL NOTES ELECTRIC DUCT HEATER SCHEDULE 1. PROVIDE A SURFACE MOUNT ENCLOSURE. NOTES: MF-4 GARAGE ZONE 4 1-1/4" 5 FT 5 337 FT 5/8" 12" 7.96 GPM 1. 6 GPM 12.5 FT 79600 BTU 120 °F 100 °F WATTS D38030X5SS BAR RIER PEX 5/8" 1 MF-3 GARAGE ZONE 3 1" 5 FT 5 346 FT 5/8" 12" 5.93 GPM 1.2 GP M 13.0 FT 59300 BTU 120 °F 100 °F WATTS D38030X5SS BARRIER PEX 5/8" 1 MF-2 GARAGE ZONE 2 1" 5 FT 5 333 FT 5/8" 12" 5.89 GPM 1.2 GP M 12.0 FT 58900 BTU 120 °F 100 °F WATTS D38030X5SS BARRIER PEX 5/8" 1 MF-1 OFFICE AREA ZONE 1 1" 5 FT 4 378 FT 5/8" 12" 4.95 GPM 1 .2 GPM 18.0 FT 50100 BTU 120 °F 100 °F WATTS D38030X4SS BA RRIER PEX 5/8" 1 MANUFACTURER MANIFOLD MODEL TUBING MODEL TAG RESPECTIVE ROOMS MANIFOLD SIZE MAX. MANIFOLD PRESSURE DROP CURCUITS APPROX. LOOP LENGTHS TUBING SIZE SPACING TOTAL FLOW (GPM) FLOW PER LOOP (GPM) TUBING PRESSURE DROP RADIANT HEAT LOAD MAX EWT LWT BASIS OF DESIGN NOTES RADIANT FLOOR MANIFOLD & ZONE SCHEDULE revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 REF. VD VD VD VD VD VD VD VD VD BDD BDD VD VD REF. 1 2 3 4 5 7 8 A B meeting room 105 garage 100 staff tlt 103 staff area 104 6 storage 102 CO NO2 CO NO2 R 50 '-0" R 50'-0" 12"Ø S/A SC -1 185 SC -1 185 8"Ø S/A 8"Ø S/A SC -1 185 8"Ø S/A SC -2 345 6"Ø O/A ERV-02 FC-1 CU-1 CU-2 EUH-02 EUH-03 FC-2 EUH-01 CEF-01 6"Ø E/A CEF-02 6"Ø E/A LV-03 LV-04 LV-05 SC -1 15 4"Ø O/A SC -1 25 SC -1 20 SC -1 30 RC -2 50 SC -1 185 GARAGE VENTILATION FAN VFD 8"Ø E/A 6"Ø O/A 4"Ø O/A 6"Ø R/A ERV-01 6"Ø E/A LV-01 RC -1 740 RC -1 370 RC -2 45 SC -1 30 12"Ø O/A Office 110 Hallway 109 Toilet Rm 108 Toilet Rm 106 Utility 107 EUH-04 6"Ø O/A 4"Ø O/A 9 MOTORIZED HOSE REEL SWITCH (HRCM -4B) EDH-01 EDH-02 14x10 R/A 3/4" CD DN 1 3/4" CD 2 3 3 4 4 10"Ø S/A 8"Ø O/A 8"Ø S/A 42x8 S/A 42x12 R/A 6"Ø O/A 10"Ø R/A 6"Ø R/A 1 8"Ø E/A 5 5 MOTORIZED HOSE REEL SWITCH (HRCM -4B) 3"Ø C/A UP 3"Ø FLUE UP mech/elec 101 B-1 RW -1 750 RW -1 750 14x10 E/A UP 14x10 E/A UP 6 6 12"Ø R/A 12"Ø O/A 11 M5.1 11 M5.1 1 2 3 4 5 7 8 A B 6 9 garage 100 B-1 RADIANT ZONE 4 120 °F EWT 100 °F LWT 7.96 GPM 1,542 SQ FT 79,567 BTU/HR RADIANT ZONE 3 120 °F EWT 100 °F LWT 5.93 GPM 1,550 SQ FT 59,294 BTU/HR RADIANT ZONE 2 120 °F EWT 100 °F LWT 5.89 GPM 1,630 SQ FT 58,876 BTU/HR RADIANT ZONE 1 120 °F EWT 100 °F LWT 4.95 GPM 1,495 SQ FT 49,471 BTU/HR 1 1/4" HWR 1 1/4" HWS 1 1/2" HWR (14 GPM) 1 1/2" HWS (14 GPM) 1 1/2" HWS (20 GPM) 1 1/2" HWR (20 GPM) 1" HWS 1" HWR P-1 P-2 P-3 P-4 2" HWR (25 GPM) 2" HWS (25 GPM) MF-02 1" HWR DN 1" HWS DN MF-03 1 1/4" HWR DN 1 1/4" HWS DN 9 M5.1 MF-04 BP-1 MF-04 drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 MEP KWP Brule Public Works Garage M2.1 FLOOR PLAN SCALE: 1/8" = 1'-0" 1 FLOOR PLAN - MECHANICAL KEYNOTES: 1 ROUTE 3/4" CONDENSATE AT A MINIMUM SLOPE OF 1/8" P ER FOOT TO MOP SINK LOCATED IN JANITOR ROOM. SEE PUBLING DRAWINGS FOR FINAL LOCATION. 2 PROVIDE 8" WALL VENT WITH INSECT SCREEN AND BACKDR AFT DAMPER. EXHAUST LOCATION SHALL BE MINIMUM 10 FEET FROM MECHANICAL AIR INTAKES, 3 FEET FROM PROPERTY LINES AND 3 FEET FROM OPERABLE OPENINGS, PER IMC 501.3.1 (#3) 3 INSTALL CONDENSATE PUMP. SEE FAN COIL SCHEDULE FOR MORE DETAIL. 4 ROUTE AND CONNECT REFRIGERANT LINESET FROM FAN COI L TO ASSOCIATED CONDENSING UNIT. 5 ROUTE REFRIGERANT LINESET FROM CONDENSING UNIT TO ASSOCIATED FAN COIL. 6 INSTALL GRILLE MAXIMUM 18" AFF. SCALE: 1/8" = 1'-0" 2 FLOOR PLAN - HYDRONIC / IN-FLOOR HEAT revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 M 1 2 3 4 5 7 8 A B 6 1 M2.2 6"Ø E/A 6"Ø E/A 1 1 6"Ø C/A 6"Ø FLUE COMBINATION C/A & FLUE THRU WALL 5 M5.1 6"Ø FLUE 6"Ø C/A COMBINATION C/A & FLUE THRU WALL 5 M5.1 GUH-1 GUH-2 COMBINATION C/A & FLUE THRU WALL 5 M5.1 3"Ø FLUE LV-02 9 VEF-1 VEF-2 6 M5.1 6 M5.1 3"Ø FLUE DN 3"Ø C/A DN EF-01 EF-02 RW-1 750 RW-1 750 14x10 E/A 18x16 E/A 22x20 E/A 22x20 E/A 8x8 E/A 2 2 14x10 E/A DN 14x10 E/A DN 3 LEVEL 1 0" ROOF 20'-0" 4 LEVEL 1 9' 9'-0" VEF-1 HRCM-4B CONTROLLER 6"Ø E/A drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 MEP KWP Brule Public Works Garage M2.2 MEZZANINE PLAN SCALE: 1/4" = 1'-0"1 SOURCE CAPTURE SYSTEM (VEF-1) SCALE: 1/8" = 1'-0"2 OVERHEAD PLAN - MECHANICAL KEYNOTES: 1 PROVIDE DUCT TURN DOWN WITH BIRD-SCREEN AT EXHAUST TERMINATION. 2 PROVIDE WEATHER HOOD WITH MOTORIZED BACKDRAFT DAMP ER. 3 PROVIDE MESH OVER DUCT OPENING. revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 OIL TRAP DRIER SERVICE VALVE IF NOT FURNISHED WITH UNIT AIR COOLED CONDENSING UNIT COOLING COIL LIQUID LINE EXPANSION VALVE SUCTION LINE TOP VIEW OUTDOOR AIR INTAKE (INSULATED) EXHAUST AIR TO OUTDOORS (INSULATED) EXHAUST AIR FROM ROOMS OUTDOOR AIR TO ROOMS EXHAUST AIR FROM BATHROOMS MANUAL DAMPER TYP. THRU WALL TO LOUVER OR UP TO HOOD. ERV -X LOW LEAKAGE MOTORIZED BACKDRAFT DAMPER IF REQUIRED PER CODE. (TYP.) PROVIDE PROPER SUPPORTS FOR ALL REFRIGERANT PIPE ALL OUTDOOR REFRIGERANT PIPING INSULATED AND JACKETED (ALL LINES) DISCONNECT AND HIGH VOLTAGE WIRING 4" CONCRETE HOUSEKEEPING PAD AND VIBRATION ISOLATORS. CONDENSING UNIT PAD TO BE 4" LARGER ON ALL SIDES THAN CONDESING UNIT. SLOPE BUILT IN LIFT PUMP DISCHARGE, CONNECT WITH DRAIN SOCKET PROVIDED, MAINTAIN FULL LINE SIZE (DO NOT TRAP) UP TO RATED MAX LIFT, THEN IMMEDIATELY INTO GRAVITY VENTED MAIN DRAIN. REF MANF INSTALL MANUAL. VENT TYPICAL -THREADED HANGING ROD SECURELY ANCHORED TO STRUCTURE - REF MANF. INSTALL AND DIV 23 SPECS. FRESH AIR DUCT CONNECTION (IF USED/SHOWN ON PLANS) FROM FAN FORCED & FILTERED FRESH AIR SYSTEM ONLY - REF MANF. INSTALL MANUAL. SOFT ACR COPPER TUBE LINES (LIQUID & GAS) TO INDOOR UNIT, ALL LINES (LIQUID & GAS) FULLY INSULATED AND PROPERLY SUPPORTED - REF DIV 23 SPECS CONTROL PANEL (NOT PRESENT ON ALL MODELS) - PROVIDE ACCESS THIS SIDE WHEN REQUIRED - REF MANF. INSTALL MANUAL. FRONT BEZEL PLATE - ADJUST HANGER ROD TO ENSURE FLUSH FIT WITH CEILING - COORDINATE WITH OTHER TRADES/CIELIGN GRID LAYOUT - REF MANF. INSTALL. SLOPE TYPICAL -THREADED HANGING ROD SECURELY ANCHORED TO STRUCTURE ALTERNATE HIGH LEVEL OVERFLOW DRAIN TO APPROVED LOCATION WHEN SPECIFIED/REQUIRED BY CODE. FLEXIBLE CANVAS DUCT CONNECTOR SOFT ACR COPPER TUBE LINES (LIQUID & GAS) TO INDOOR UNIT, ALL LINES (LIQUID & GAS) FULLY INSULATED AND PROPERLY SUPPORTED 1-1/4" PRIMARY GRAVITY DRAIN CONNECTION WHEN USED IN LIEU OF BUILT IN LIFT PUMP -ROUTE TO APPROVED LOCATION. CONNECT WITH MANF. PROVIDED FLEXIBLE HOSE. PROVIDE TRAP WITH CLEAN -OUT, SIZE PER CODE FOR POSITIVE PRESSURE (BLOW THROUGH) COIL OPERATION. BUILT IN LIFT PUMP DISCHARGE, WHEN USED (IF PRESENT ON MODEL), MAINTAIN FULL LINE SIZE (DO NOT TRAP) UP TO RATED MAX LIFT, THEN IMMEDIATELY INTO GRAVITY VENTED MAIN DRAIN. CONTROL/ELEC PANEL -MAINTAIN REQUIRED CLEARANCE VENT FLEXIBLE CANVAS DUCT CONNECTOR CONCRETE SLAB WIRE TIE PEX TUBING SLAB INSULATION BASE MATERIAL WIRE MESH, REBAR, OR STAPLE TO RIGID FOAM EDGE INSULATION SPRING ISOLATOR GAS FIRED UNIT HEATER DOUBLE DEFLECTION DIFFUSER UNION SHUTOFF VALVE PRESSURE REDUCING VALVE GAS BURNER DIRT LEG CAPPED DRIP PAN SEALED WATERTIGHT ROOFING BAR JOIST 5 M5.1 AIR INTAKE DISTANCE ABOVE AVG. SNOW FALL OR GRADE REF: LOCAL CODE REQUIREMENTS. MAINTAIN 12" CLEARANCE ABOVE HIGHEST ANTICIPATED SNOW LEVEL OR GRADE WHICHEVER IS GREATER. EXTERIOR WALL SYSTEM1738 ROUND FACE PLATE 1" MIN, 2" MAX (FROM WALL OR FACE PLATE) CLAMP OR STRAP (FIELD SUPPLIED) EXHAUST AIR INTAKE EXHAUST 12" MIN CLEARANCE TO SOFFIT FRONT VIEW CONTROLS AT 4' -0" AFF ELECTRICAL DISCONNECT; REFERENCE ELECTRICAL EXHAUST HOSE DRUM 24V TRANSFORMER ELECTRICAL CONTROL BOX (FAN); REFERENCE ELECTRICAL EXHAUST DUCT; REFERENCE MECHANICAL PLANS EXHAUST HOSE NOZZLE ELECTRICAL CONTROL BOX (REEL); REFERENCE ELECTRICAL MOUNT REEL BANK BRACKET BELOW BRIDGE CRANE SUPPORT BEAM BRIDGE CRANE SUPPORT BEAM; REFERENCE STRUCTURAL SYSTEM SUPPLY SENSOR, TYP. ZONE 1 ZONE 3 ZONE 4 MIXING VALVES, TYP. T/P T/P T/P DRAIN POINT, TYP. S EXPANSION TANK DRAIN POINT (TYP.) BALL VALVE, TYP. UNION, TYP. PRESSURE RELIEF VALVE, TYP. TEMPERATURE/PRESSURE GAUGE, TYP. Y-STRAINER (RECOMMENDED) BOILER PUMP (BP -1) NOT TO EXCEED 4 PIPE DIAMETER OR MAX. OF 12" APART PRESSURE REDUCING VALVE ZONE 2 T/P TYP. 10 M5.1 TO GLYCOL FILL STATION ZONE PUMPS, TYP. DRYWALL WALL STUD PLEXIGLASS ACCESS PANEL 1/2" PLYWOOD BACKING STUD BAYS WALL STUD BALANCE VALVES AIR VENT SUPPLY MANIFOLD RETURN MANIFOLD SHUTOFF VALVE SIDE VIEW FRONT VIEW TO IN -FLOOR HEAT ZONES (BY OTHERS) TO IN -FLOOR HEAT ZONES (BY OTHERS) 9 M5.1 HEAVY DUTY RETURN GRILLE FILTER BALANCING DAMPER SEE PLANS FOR DUCT SIZE AFF. . MAX 18" FLOOR drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 MEP KWP Brule Public Works Garage M5.1 DETAILS NOT TO SCALE 3 SPLIT SYSTEM FAN COIL UNIT PIPING SCHEMATIC NOT TO SCALE 4 EXHAUST RECOVERY VENTILATOR NOT TO SCALE 8 ACCU CONCRETE PAD NOT TO SCALE 1 MITSUBISHI VRF CASSETTE INDOOR UNIT (PLFY) NOT TO SCALE 2 FAN COIL - HORIZONTAL DUCTED NOT TO SCALE 7 IN-FLOOR HEATING - SLAB ON GRADE NOT TO SCALE 12 GAS FIRED UNIT HEATER SCALE: NOT TO SCALE 5 CONCENTRIC VENT DETAIL NOT TO SCALE 6 VEHICLE EXHAUST REEL MOTOR OPERATED SUSPENDED DETAIL NOT TO SCALE 9 BOILER PIPING NOT TO SCALE 10 IN-FLOOR HEATING - MANIFOLD revision / issue no. date NOT TO SCALE 11 RETURN GRILLE AND AIR FILTER DETAIL CALENN HEPPNER E-48270 03/09/2026 T/P M S T/P TP W IR EG S ETP G 1. THE CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAIL ED IN THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT, AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANC ES, MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL SUBMIT TO OWNER A COMPLETE O&M MANUAL, LISTING ALL EQUIPMENT AND FIXTURES INSTALLED. 3. FINAL PRODUCT SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FE DERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE UNIFORM PLUMBING C ODE AND/OR INTERNATIONAL PLUMBING CODE WITH PRIOR AHJ APPROVAL. 4. ALL MATERIALS INSTALLED MUST HAVE PROPER LISTING REQUIRED BY APP LICABLE CODES INCLUDING BUT NOT LIMITED TO UPC/IAPMO, NSF UNLESS RECEIVING PRIOR APPROVA L IN WRITING FROM AUTHORITY HAVING JURISDICTION (AHJ). 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW MANUFACTURER REC OMMENDED INSTALLATION INSTRUCTIONS AND START -UP PROCEDURES ON ANY EQUIPME NT SPECIFIED SUCH AS BOILERS, PUMPS AND FIXTURES. ANY DAMAGE TO EQUIPMENT OR PREMISES , PERSONAL INJURY OR EQUIPMENT FAILURE DUE TO NOT FOLLOWING MANUFACTURER INSTRUCTIONS IS THE INSTALLER'S RESPONSIBILITY. 6. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 7. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE SUBMISSION. 8. EQUIPMENT FOR OTHER DISCIPLINES MAY BE SHOWN FOR REFERENCE ONLY. REFER TO OTHER DISCIPLINES' DRAWINGS FOR MORE DETAIL REGARDING EQUIPMENT SPECIFICATIONS AND INFORMATION. 9. PLANS SHALL GOVERN IN MATTERS OF QUANTITY; SPECIFICATIO NS SHALL GOVERN IN MATTERS OF QUALITY. IN CASE OF DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. PLANS ARE TO BE TIED TO SPECIFICATIONS FOR A COMPLETE DESIGN PACKAGE. 10. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 11. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS; BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS, AS WELL AS THOSE THAT CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED IN THIS PROJECT. 12. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO ENSURE ANY CONFLICT IN LAYOUT, NEEDED SPACE, SHARED EQUIPMENT REQUIREMENTS ETC. IS ADDRESSED BEFORE INSTALLATION, SO ADJUSTMENTS CAN BE MADE, IF NECESSARY. 13. LOCATION AND INVERTS OF SITE UTILITIES SHALL BE FIELD VERIFIED BEFORE INSTALLATION. ROUTE DOMESTIC WATER, SANITARY SEWER, AND STORM SEWER SERVICES TO SITE UTILITIES 5' -0" FROM BUILDING UNLESS NOTED OTHERWISE. REFER TO CIVIL PLANS FOR CONTINUATION. FIRE PROTECTION DESIGN IS BY OTHERS. 14. REFER TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF PLUMBING FIXTURES AND FLOOR DRAINS. 15. LOCATE PIPING AND EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS, TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. 16. INSTALL EXPOSED PIPING AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS. 17. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. COORDINATE LOCATION, SIZE, COLOR AND STYLE WITH ENGINEER/ARCHITECT. 18. PROVIDE FIREPROOFING FOR ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES. FIREPROOFING MUST BE EQUIVALENT OR HIGHER TO THAT OF THE PENETRATED ASSEMB LY. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE -RATED ASSEMBLIES. 19. COORDINATE UNDERGROUND PIPE ROUTING WITH CIVIL AND STRUCTURAL PLANS. 20. CONSULT STRUCTURAL ENGINEER OF RECORD FOR ALL STRUCTURAL PENETRATIONS. 21. COORDINATE LOCATION OF PLUMBING VENTS WITH MECHANICAL INTAKES AN D ARCHITECTURAL PLANS. NO VENT THROUGH ROOF SHALL TERMINATE CLOSER THAN 10 FT TO ANY OUTSIDE AIR INTAKE OR VENTILATION LOUVERS, DOORS, WINDOWS, AND OTHER BUILDING OPENI NGS. GROUP PLUMBING VENTS TOGETHER WHERE PRACTICAL. 22. WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREV ENT CONSTRUCTION DEBRIS FROM ENTERING THE DRAIN BODY BY SEALING THE DRAIN OPENING BEFORE START OF WORK. UNSEAL DRAINS AT COMPLETION OF CONSTRUCTION. 23. FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMERS WHERE REQUIRED BY CODE. 24. PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNT IL ANOTHER SIZE IS SHOWN. 25. SANITARY WASTE PIPING SHALL BE SLOPED UNIFORMLY NOT LESS THAN 1/ 4 INCH PER FOOT. WHERE NOTED AND DEEMED NECESSARY AND APPROVED BY AHJ AND ENGINEER OF R ECORD, WASTE PIPING 4" AND LARGER, MAY BE SLOPED NOT LESS THAN 1/8 INCH PER FOOT. 26. ALL SANITARY AND WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 12 ” BELOW GRADE OR FINISHED FLOOR UNLESS NOTED OTHERWISE. 27. WASTE AND VENT PIPING BELOW THE FLOOR AND THROUGH THE FLOOR SHAL L BE 2" MINIMUM. 28. CLEANOUTS SHALL BE PROVIDED AS SHOWN AND WHERE REQUIRED BY CODE. INSTALL CLEANOUT IN ACCESSIBLE LOCATION AT THE BASE OF ALL WASTE PLUMBING RISERS BEF ORE THE ENTRANCE TO BELOW GRADE. PROVIDE ALL SINKS AND LAVATORIES WITH SLIP JOINT T RAP FITTINGS FOR CLEANOUT. 29. PROVIDE LOW POINT DRAINS IN MAIN CW AND HW LINES WHEN SHUT OFF, MAY BE DRAINED TO ELIMINATE THE RISK OF FLOODING IN THE EVENT OF FUTURE UPGRADE OR REPAIR. 30. PROVIDE SHUTOFF VALVES ON ALL EXTERIOR HOSE BIBBS. 31. BALL VALVES SHALL BE INSTALLED SO THAT WHEN OPEN, THE HANDLE POI NTS IN DIRECTION OF FLOW. 32. ALL HOT WATER PIPING SHALL BE INSULATED PER THE GOVERNING ENERGY CODE. 33. INSULATION AND/OR HEAT TRACE SHALL BE PROVIDED WHERE REQUIRED FO R FREEZE PROTECTION. 34. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN ELECTROLYSI S-PRODUCING DISSIMILAR PIPING METALS. 35. PROVIDE HAMMER ARRESTORS AT ALL FAST -CLOSING VALVES. 36. PROVIDE DISINFECTION OF POTABLE WATER PIPING SYSTEMS P ER CODE REQUIREMENTS. * NOTE * ALL OF THE GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. PLUMBING GENERAL NOTES Ø ROUND AC AIR CONDITIONING UNIT ACC AIR COOLING CONDENSER ACCU AIR COOLING CONDENSING UNIT AD AREA DRAIN ADD ADDENDUM AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECT/ARCHITECTURAL AS AIR SEPARATOR B BOILER BFF BELOW FINISHED FLOOR BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR CAP CAPACITY CB CATCH BASIN CFM CUBIC FEET PER MINUTE CH CHILLER CO CLEAN OUT CT COOLING TOWER CUH CABINET UNIT HEATER CW COLD WATER CWP CONDENSER WATER PUMP CHWP CHILLED WATER PUMP D DEGREE DB DRY BULB DBP DOMESTIC WATER BOOSTER PUMP DCP DOMESTIC WATER CIRCULATING PUMP DIA DIAMETER DN DOWN DW DISTILLED WATER (E) EXISTING ELEC ELECTRICAL EQUIP EQUIPMENT ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER °F DEGREES FAHRENHEIT FCO FLOOR CLEAN OUT FCU FAN COIL UNIT FD FLOOR DRAIN FDV FIRE DEPARTMENT VALVE FL FLOOR FO FUEL OIL FOV FUEL OIL VENT FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FP FIRE PUMP FPM FEET PER MINUTE FS FLOOR SINK FT FOOT/FEET FU FIXTURE UNITS FV FLUSH VALVE GAL GALLON GC GENERAL CONTRACTOR GI GREASE INTERCEPTOR GPM GALLONS PER MINUTE GW GREASE WASTE HB HOSE BIB HP HORSE POWER HRU HEAT RECOVERY UNIT HW HOT WATER HWP HEATING WATER PUMP HX HEAT EXCHANGER HYD HYDRANT ID INDIRECT IN INCH INV INVERT LB POUND LP LOW PRESSURE LPG LIQUEFIED PETROLEUM GAS LVR LOUVER MAX MAXIMUM MBH ONE THOUSAND BTU PER HOUR MCF ONE THOUSAND CUBIC FEET MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MUA MAKE -UP/AIR NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE O OXYGEN ORD OVERFLOW ROOF DRAIN PD PRESSURE DROP PIV POST INDICATOR VALVE PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PWR POWER (R) RELOCATE RD ROOF DRAIN REC RECESSED RED REDUCER RH RELATIVE HUMIDITY RL/A RELIEF AIR RM ROOM RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT RW RAIN WATER SF SQUARE FOOT SAN SANITARY SEP SEWAGE EJECTOR PUMP SF SQUARE FOOT SP STANDPIPE SP STATIC PRESSURE SP SUMP PUMP STM STEAM T THERMOSTAT TD TEMPERATURE DROP TDR TRENCH DRAIN TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND VAC VACUUM V VENT VENT VENTILATION VTR VENT THROUGH ROOF W WASTE WCO WALL CLEAN OUT WH WALL HYDRANT WH WATER HEATER (X) DEMOLITION ABBREVIATIONS 2" (E) CD G MG CA CW HW HW -R V W CONDENSATE DRAINAGE NATURAL GAS (MEDIUM PRESSURE) NATURAL GAS HOT WATER DOMESTIC COLD WATER COMPRESSED AIR HOT WATER RECIRCULATION SANITARY SEWER (WASTE) SANITARY VENT EXISTING PIPE TAG ABOVE GROUND PIPING PIPE SIZE TAG (DIAMETER) BELOW GROUND PIPING PIPING BEING DEMOLISHED PIPING SYSTEMS OW OIL WASTE OV OIL WASTE VENT GV NATURAL GAS VENT SYMBOLS REVISION CLOUD REVISION TAG KEYNOTE 1 X NORTH ARROW N MATCHLINE POINT OF CONNECTION POINT OF DEMOLITION ITEM TO BE DEMOLISHED AREA NOT IN CONTRACT ALTERNATE CHECK VALVE DOUBLE CHECK VALVE REDUCED PRESSURE ZONE SWING CHECK CHECK VALVE BALANCING VALVE CIRCUIT SETTER GATE VALVE QUICK OPENING VALVE BALL VALVE FLUID STRAINER THERMOSTATIC VALVE TRAP PRIMER ELEC. CONTROL VALVE MIXING VALVE WATER METER IRRIGATION METER GAS SHUTOFF COCK PLUG VALVE PLUMBING VALVES SOLENOID VALVE ELECTRIC TRAP PRIMER GAS METER EMERGENCY GAS SHUTOFF PRESSURE REGULATOR TEMP/PRESSURE RELIEF PARKING DECK DRAIN COMBINATION DRAIN HOSE BIBB WALL HYDRANT PLUMBING FIXTURES OUTLET BOX CONDENSATE BOX ROOF DRAIN VENT THROUGH ROOF OVERFLOW DRAIN TRENCH DRAIN WALL CLEANOUT DOWNSPOUT NOZZLE FLOOR CLEANOUT CLEANOUT TO GRADE FLOOR DRAIN AREA DRAIN HUB DRAIN (FUNNEL TYPE) EQUIPMENT RISER DWV 0 WTR 0 PLUMBING TAGS FIXTURE X XXX EQUIPMENT TYPE FLOOR UNIT IS LOCATED ON UNIT NUMBER FIXTURE UNITS FIXTURE TYPE/NUMBER RISER NUMBER SYSTEM TYPE DETAIL CALLOUT SHEET NUMBER VIEW NUMBER OR DETAIL NUMBER EQUIPMENT BY OTHERS TAG NUMBER XX-XXX XX DFU 2" X-XX XXX MISC. FITTINGS & SYMBOLS DIRECTION OF FLOW 1/8" PIPE SLOPE TAG PIPE SLEEVE HEAT TRACE PIPE REDUCER 1/8"/FT ELBOW UP TEE DOWN DROP TO LOWER ELEVATION ELBOW DOWN TO LEVEL BELOW PIPE CONTINUATION ELBOW UP TO LEVEL ABOVE RISER 90 DEGREE ELBOW 45 DEGREE ELBOW CAP JOINT OR COUPLING POINT 1/4" PIPE SLOPE TAG 1/4"/FT UNION 1. DOMESTIC WELL PRODUCTION ASSUMED AT 8 GPM. WELLS AROUND THE AREA VARY IN PRODUCTION. 2. NO WATER STORAGE IN THE WELL CASING IS ASSUMED BASED ON THE VARIATION IN WELL DEPTHS IN THE AREA. WELLS IN THE AREA VARY IN DEPTH. 3. DOMESTIC WELL WATER EXPANSION TANK SIZED BASED ON ESTIMATED FLOW AND REQUIRED VOLUME FOR BUILDING. MAY REQUIRE MODIFICATION UPON FINAL WELL CONDITIONS. 4. DOMESTIC WELL WATER QUALITY ASSUMED TO BE WITHIN THE LIMITS OF EQUIPMENT MANUFACTURER AND THE STATE AND FEDERAL REQUIREMENTS . WATER TREATMENT MAY BE REQUIRED BASED UPON FINAL WELL CONDITIONS. * NOTE * DOMESTIC WELL WATER DESIGN AND EQUIPMENT SELECTED ARE BASED ON THE ASSUMPTIONS ABOVE. WELL DESIGN AND FINAL EQUIPMENT SELECTIONS MAY CHANGE BASED ON FINAL WELL CONDITIONS. DOMESTIC WELL AND WATER NOTES drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P0.1 COVER SHEET PLUMBING SHEET INDEX P0.1 COVER SHEET P0.2 SCHEDULES P0.3 SCHEDULES P2.1 UNDERFLOOR PLAN P2.2 FLOOR PLAN P3.1 ENLARGED FLOOR PLAN P5.1 DETAILS P5.2 DETAILS P6.1 DIAGRAMS revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P0.2 SCHEDULES B. PROVIDE TRAP PRIMER TO ALL FLOOR SINKS NOT RECEIVING DISCHARGE FROM A LISTED PLUMBING FIXTURE. A. PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. GENERAL NOTES: WCO-1 WALL CLEANOUT JAY R SMITH 4530 SERIES - CAST IRON BODY, TAPERED BRONZE PLUG, HUBLESS CONNECTIONS, SS COVER WITH SCREW FCO-1 FLOOR CLEANOUT JAY R SMITH 4020 SERIES - CAST IRON BODY, TAPERED BRONZE PLUG, FLASHING FLANGE, VANDAL RESISTANT TD-1 TRENCH DRAIN JAY R SMITH 9872 SERIES N ON GRADE OR LOADING DOCK, POLYMER CONCRETE CHANNEL, INTEGRAL GALVANIZED RAIL, DUCTILE IRON GATE FS-1 FLOOR SINK JAY R SMITH 3101 SERIES Y FINISHED AREAS, ACID RESISTANT COATED, VANDAL PROOF, 1/2 GRATE, CAST IRON BODY, SEDIMENT BUCKET, FLASHING COLLAR, ALUMINUM STRAINER, NO-HUB OUTLET FD-1 FLOOR DRAIN JAY R SMITH 2005 SERIES Y FINISHED AREAS, ROUND NICKEL BRONZE VANDAL RESISTANT GRATE, CAST IRON BODY, FLASHING COLLAR, ADJUSTABLE STRAINER, NO-HUB OUTLET ID DESCRIPTION MANUFACTURER & MODEL TRAP PRIMER CONNECTION (Y/N) NOTES DRAINS AND CLEANOUTS SCHEDULE E. DISCONNECT FURNISHED AND INSTALLED BY DIVISION 26. D. ALL COMPONENTS TO CONFORM TO NSF-61 LEAD CONTENT STANDARDS. C. WATER HEATERS TO BE PERMITTED AND INSPECTED FOR COMPLIANCE UNDER LOCAL BOILER CODE. B. PROVIDE NEUTRALIZER FOR WATER HEATER CONDENSATE DRAINS AND ROUTE TO NEARBY FLOOR SINK. A. PROVIDE TEMPERATURE AND PRESSURE RELIEF AND ROUTE TO NEARBY FLOOR SINK. PROVIDE VACUUM RELIEF FOR WATER HEATERS LOCATED ABOVE FIXTURES SERVED. GENERAL NOTES: GWH-101 MECHANICAL ROOM DOMESTIC HOT WATER GAS WATER H EATER A.O. SMITH ATHR-199MX 95 90 3/4" 1/2 3.5-10.5 199 120/ 0 110 ALL INLET PRESSURE (W.C.) FLOW (CFH) VOLT/PHASE ID LOCATION AREA SERVED WATER HEATER TYPE MANUFACTURER M ODEL EFFICIENCY (%) DESIGN TEMP RISE (°F) WATER CONNECTION SIZE (IN) GAS CONNECTION SIZE (IN) FUEL ELECTRICAL DRY WEIGHT (LBS) NOTES GAS WATER HEATER SCHEDULE A. FINAL FIXTURE SELECTION TO BE COORDINATED WITH INTERIORS AND OWNER. GENERAL NOTES: WH-3 - WALL HYDRANT HOT AND COLD CONNECTION, INTERIOR SURFACE MOUNT, VACUUM BREAKER - CHICAGO FAUCET 835-CF - - 3/4 - - - - - WH-2 - WALL HYDRANT FREEZE PROOF, INTEGRAL VACUUM BREA KER - WOODFORD MODEL 14 - - 3/4 - - - - - WH-1 - WALL HYDRANT INTEGRAL VACUUM BREAKER - WOODFORD MO DEL 26 - - 3/4 - - - - - EWS-1 - EMERGENCY EYEWASH WALL MOUNTED, LEFT SIDE MOUNTING, HAND OPERATED, SINGLE ACTION OPERATION - GUARDIAN G1750 - - - - 1/2 - - - SB-1 - SUPPLY BOX (REFRIGERATOR) 1/4 TURN BOTTOM VALV SUPPLY, WATER HAMMER ARRESTOR, COPPER SWEAT ICE MAKER OUTLET... OATEY 39140 - - 1/2 - - - - - DF-1 Y DRINKING FOUNTAIN WALL HUNG, SINGLE, ADA, BOTTL E FILLER - ELKAY LZS8WSSP 2 1-1/2 1/2 - - - - - FAUCET MUSTEE 93.6 US-1 N UTILITY SINK FLOOR SUPPORTED, 23"x20-1/2"x46-1/2" HEIGHT, INTEGRAL GOOSENECK SPOUT BASIN MUSTEE 17 UTILATUB 2 1-1/2 1/2 1/2 - 2.0 - - FAUCET MOEN 8230 M-DURA MS-1 N MOP SINK CORNER MOUNTED, 24"x24"x10" HEIGHT, WALL GUARDS, HEAVY DUTY CHROME PLATED BRASS DUAL HANDLE FAUCET BASIN MUSTEE 63M 3 2 3/4 3/4 - 2.2 - - FAUCET KOHLER K-597 S-1 Y SINK SINGLE COMPARTMENT UNDERMOUNT, 20"x18-5/16"x8-7/16" DEPTH, 16-GAUGE SS, PULL-DOWN FAUCET HEAD, ADA BOWL KOHLER K-33153 2 1-1/2 3/4 3/4 - 1.5 - - FAUCET KOHLER K-27388-4N L-2 Y LAVATORY WALL HUNG, 20-3/4"x18-1/4", MANUAL CENTERSET FAUCET, ADA BOWL KOHLER K-2032-N 2 1-1/2 1/2 1/2 - 0.5 - N FLUSH VALVE KOHLER K-76321 WC-1 Y WATER CLOSET WALL MOUNTED, MANUAL FLUSH VALVE, ADA, OPEN FRONT TOILET SEAT BOWL KOHLER K-84325-L 3 2 1-1/2 - - - 1.28 N COMPONENT MANUFACTURER MODEL W V CW HW TW ID ADA (Y/N) TYPE DESCRIPTION BASIS OF DESIGN MANUFACTURER & MODEL NUMBER ROUGH-IN SIZE (IN) GPM GPF ELEC. CONN. (Y/N) PLUMBING FIXTURE SCHEDULE J. COORDINATE ELECTRICAL DISCONNECT, FEEDER SIZE, OVERCURRENT PROTECTION, AND GROUNDING WITH DIVISION 26. I. PROVIDE FACTORY-SUPPLIED COMPRESSOR CONTROLS INCLUDING START/STOP SWITCH, OVERLOAD PROTECTION, AND PRESSURE GUAGE, IF NOT INTEGRAL TO EQUIPMENT. H. VERIFY REQUIRED CLEARANCES FOR SERVICE, VENTILATION, AND HEAT REJECTION PER MANUFACTURER REQUIREMENTS. G. PROVIDE DISCHARGE CHECK VALVE AND ISOLATION VALVE BETWEEN COMPRESSOR PACKAGE AND AIR DISTRIBUTION PIPING. F. ROUTE CONDENSATE FROM COMPRESSOR, DRYER, AND RECEIVER TO OIL-WATER SEPARATOR PRIOR TO DISCHARGE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. E. AIR RECEIVER SHALL BE ASME RATED WITH PRESSURE RATING NOT LESS THAN SYSTEM MAXIMUM PRESSURE AND SHALL INCLUDE PRESSURE RELIEF VALVE, PRESSURE GAUGE, AUTOMATIC CONDENSATE DRAIN, AND ISOLATION VALVE. D. PROVIDE VIBRATION ISOLATION AT COMPRESSOR BASE AND FLEXIBLE CONNECTOR AT DISCHARGE PIPING. C. ANCHOR COMPRESSOR AND RECEIVER TO PAD PER MANUFACTURER BRACING REQUIREMENTS WHERE APPLICABLE. B. 4" CONCRETE PAD FOR AIR COMPRESSOR TO BE FURNISHED AND INSTALLED BY G.C. B. PROVIDE AIR DRYER PER MANUFACTURER’S PUBLISHED INSTALLATION REQUIREMENTS. A. INSTALL AIR COMPRESSOR SYSTEM PER MANUFACTURER’S PUBLISHED INSTALLATION REQUIREMENTS. GENERAL NOTES: AC-101 MECHANICAL ROOM VERTICAL FLEXILLA FXS07V080V1 80 3 3 175 60 PISTON TEFC 3/4 7.5 240 1 800 OULET HP VOLTAGE PHASE ID (EQUIPMENT ID) LOCATION TYPE MANUFACTURER MODEL TANK SIZE (GAL) MAX FLOW (CFM @100 PSIG) MAX PRESSURE (PSIG) MAX NOISE LEVEL (dB) COMPRESSOR TYPE MOTOR TYPE CONNECTIONS (IN) ELECTRICAL DRY WEIGHT (LBS) AIR COMPRESSOR SCHEDULE 1/2" 253 CFH 1-1/4" 3/4" 528 CFH REQUIRED PIPE SIZE: 1" 945 CFH 1 1/4" 1,940 CFH 1 1/2" 2,910 CFH 1.0 PSI PRESSURE DROP 2" 5,600 CFH LESS THAN 2.0 PSI PRESSURE 2 1/2" 8,920 CFH 3" 15,800 CFH SCHEDULE 40 STEEL PIPE 4" 32,200 CFH GAS: NATURAL GAS PIPE CAPACITIES TOTAL DEVELOPED LENGTH (FT) 300 TOTAL DEMAND (CFH) 1,859 TOTAL DEMAND (BTUH) 1,859,000 GENERATOR 1 975,000 975,000 HVAC - BOILER 1 285,000 285,000 HVAC - GAS UNIT HEATER 2 200,000 400,000 WATER HEATER 1 199,000 199,000 FIXTURE QTY BTU/HR INPUT TOTAL BTU/HR GAS CALCULATIONS 2. PROVIDE WITH ISOLATION VALVES AND INLET STRAINER 1. INSTALL PER PLANS. NOTES: A. NSF 61 LISTED DEVICE. GENERAL NOTES: BV-1 CALEFFI THERMOSETTER 1164 0.35 2.1 3 1/2 1/2 303 STAIN LESS 1, 2 MIN (GPM) MAX (GPM) INLET DIA. (IN) OUTLET DIA. (IN) MATERIALS ID MANUFACTURER MODEL FLOW RATE MAX PRESSURE DROP (PSI) VALVE PROPERTIES NOTES BALANCING VALVE SCHEDULE 3. PROVIDE AQUASTAT SET TO OPERATE WHEN RETURN WATER TEMPERATURE IS BELOW 105°F. 2. PROVIDE 304 STAINLESS STEEL BODY. 1. ECM MOTOR. NOTES: D. IN-LINE CIRCULATOR SHALL BE PROVIDED WITH CONNECTING FLANGE KIT BASED ON PUMP INLET SIZE AND CONNECTING PIPE SIZE. C. PUMP SHALL BE LEAD FREE AND APPROVED FOR USE IN POTABLE WATER SYSTEMS. B. POWER TYPE: S = LEGALLY REQUIRED STANDBY POWER A. POWER AND WIRING DISCONNECTS FURNISHED AND INSTALLED BY DIVISION 26. GENERAL NOTES: RCP-101 HOT WATER RECIRCULATION PUMP MECHANICAL ROOM I N-LINE DOMESTIC WATER B & G ECO-CIRC 20-18 120 5 35 1750 1/ 6 120/1 - 1, 2, 3 FLOW (GPM) HEAD (FT) RPM HP VOLT/ PHASE ID DESCRIPTION LOCATION TYPE FLUID TYPE MANUFACTURER MODE L FLUID TEMP. (F) PERFORMANCE DATA ELECTRICAL POWER TYPE NOTES CIRCULATION PUMP SCHEDULE SUPPLY SYSTEM. TABLE 382.40-5. A. SIZING BASED ON SPS 382 APPENDIX A RECOMMENDED RULES FOR SIZING THE WATER NOTES: 2 20 - - 1-1/2 12 - - 1-1/4 6.8 - - 1 4.9 - - 3/4 2.9 - - 1/2 1.2 - - RECIRC HOT WATER 2 38 - 78 4 PSI PRESSURE DROP PER 100 FT LENGTH 1-1/2 19 - 28 1-1/4 11 - 15 RECIRC HOT WATER: UNDER 2 FT/SEC 1 6 - 7 HOT WATER: UNDER 5 FT/SEC 3/4 3 - 3 COLD WATER: UNDER 8 FT/SEC 1/2 1.25 - 0 VELOCITY: HOT WATER 2 70 108 225 1-1/2 34 18.5 66 VELOCITY UNDER 8 FT/SEC 1-1/4 21.5 7 33 2" MAIN IS REQUIRED WITH A 1 12 4 16.5 3/4 6 0 7 1/2 2 0 2 ALL WATER SIZES PER SPS 382. COLD WATER PIPE SIZE (IN) MAX FLOW (GPM) MAXIMUM FIXTURE UNITS (FLUSH VALVES) MAXIMUM FIXTURE UNITS (NON FLUSH VALVES) COPPER PIPE SIZING 1. GAS METER AND UTILITY CONNECTION TO BE PROVIDED AND INSTALLED BY THE GAS UTILITY COMPANY. NOTES: GM-101 EXTERIOR BUILDING 2" 2 798 - - 1 ID LOCATION SERVICE OUTLET CONNECTION SIZE (IN) OPERATI NG PRESSURE (PSIG) LOAD (CFH) MANUFACTURER MODEL NOTES GAS METER SCHEDULE revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 (BEFORE THICKNESS ADJUSTMENT REQUIRED IN NOTE D) BUT NOT TO THICKNESSES LESS THAN 1 INCH. D. FOR DIRECT-BURIED HEATING AND HOT WATER SYSTEM PIPING, REDUCTION OF THESE THICKNESSES BY 1-1/2 INCHES SHALL BE PERMITTED BY 1 INCH (25 MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN NOTE 1) BUT NOT TO A THICKNESS LESS THAN 1 INCH. C. FOR PIPING SMALLER THAN 1-1/2 INCH AND LOCATE IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION FOR THESE THICKNESSES B. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. A. MINIMUM PIPE INSULATION PER CURRENT ASHRAE 90.1, LOCAL ENERGY AND PLUMBING CODES. GENERAL NOTES: NON-POTABLE COLD WATER, ABOVE & BELOW GRADE RECLAIMED WATER, ABOVE & BELOW GRADE DOMESTIC COLD WATER, ABOVE & BELOW GRADE IRRIGATION PIPING, INSIDE BUILDING TRAPS AND TRAP PRIMER LINES (UNHEATED SPACES) 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 DOMESTIC HOT WATER SUPPLY/RETURN, ABOVE & BELOW GRADE SOLAR HOT WATER SUPPLY/RETURN 105 - 140 0.21 - 0.28 100 1.0 1.0 1.5 2.0 DOMESTIC HOT WATER SUPPLY/RETURN, ABOVE & BELOW GRADE SOLAR HOT WATER SUPPLY/RETURN 141 - 200 0.25 - 0.29 125 1.5 1.5 2.0 2.0 NOMINAL INSULATION THICKNESS (IN) CONDUCTIVITY (BTU-IN/(HR-SF-°F)) MEAN RATING TEMPERATURE (°F) < 1 1 TO < 1-1/2 1-1/2 > 2 SYSTEM FLUID OPERATING TEMPERATURE RANGE (°F) INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE DIAMETE R (IN) MINIMUM PIPE INSULATION (HOT AND COLD WATER SYSTEMS) TRAP PRIMING LINES BELOW GRADE 3/4" AND SMALLER COPPER TUBE TYPE L ANNEALED ASTM B88 WROUGHT COPPER SOLDERED ANSI B16.22 ABOVE GRADE BLACK STEEL SCHEDULE 40 ASTM A53 150 LB ASTM A234 THREADED NATURAL GAS BELOW GRADE ALL BLACK STEEL SCHEDULE 40 ASTM A53 150 LB ASTM A234 WELDED SANITARY VENT ALL ALL PVC SCHEDULE 40 SOLID CORE DWV ASTM D1785-15E1, ASTM D2665-85a, ASTM D3311-82 PVC DWV PVC SOLVENT CEMENT JOINTS IN ACCORDANCE W/UPC SECTION 705.6.2, ASTM F656 PRIMER ASTM D2564 SOLVENT CEMENT ABOVE GRADE (OVER SENSITIVE AREA) ALL CAST IRON NO HUB ASTM A888 ASTM A74 STAINLESS STEEL CLAMP NEOPRENE GASKET ASTM C564 HEAVY DUTY COUPLINGS, ASTM C1277, FM 1680 ABOVE GRADE ALL PVC SCHEDULE 40 SOLID CORE DWV ASTM D1785-15E1, ASTM D2665-85a, ASTM D3311-82 PVC DWV PVC SOLVENT CEMENT JOINTS IN ACCORDANCE W/UPC SECTION 705.6.2, ASTM F656 PRIMER ASTM D2564 SOLVENT CEMENT SANITARY SEWER BELOW GRADE ALL PVC SCHEDULE 40 SOLID CORE DWV ASTM D1785-15E1, ASTM D2665-85a, ASTM D3311-82 PVC DWV PVC SOLVENT CEMENT JOINTS IN ACCORDANCE W/UPC SECTION 705.6.2, ASTM F656 PRIMER ASTM D2564 SOLVENT CEMENT 2" AND SMALLER COPPER TYPE L ASTM B88 WROUGHT COPPER SOLDERED ANSI B16.22 ABOVE GRADE 2-1/2" THRU 4" COPPER TYPE L ASTM B88 WROUGHT COPPER BRAZED ANSI B16.50 DOMESTIC HOT AND RECIRCULATED HOT WATER BELOW GRADE 2" AND SMALLER COPPER TYPE K ASTM B88 WROUGH T COPPER SOLDERED SIZE MATERIAL TYPE STANDARD FITTINGS JOINTS SYSTEM LOCATION SPECIFICATION PIPE SCHEDULE drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P0.3 SCHEDULES 4. INLET TO FLI SHALL BE 6 INCHES TO PROMOTE INCREASED SAND FLOW. OUTLET SHALL BE 4 INCHES TO MATCH DOWNSTREAM PIPING SIZE. 3. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SAMPLING TEES, CLEANOUTS, VENTS, AND FILL WITH CLEAN WATER PRIOR TO FIRST USE. 2. PROVIDE MFG SPECIFIC RISER TO PLACE ACCESS LID AT GRADE. 1. PROVIDE WITH RISERS AND HS-20 TRAFFIC RATED LID. NOTES: FLI-101 POLYPRO - UNDERGROUND BURIED GARAGE 100 STRIEM F LI-500 500 100 6/4 71 60 62 860 1, 2 (GAL) (GPM) HEIGHT LENGTH WIDTH ID DESCRIPTION LOCATION SERVICE MANUFACTURER MODEL CAPACITY INLET/OUTLET (IN) DIMENSIONS (IN) OPERATING WEIGHT (LBS) NOTES FLAMMABLE LIQUID INTERCEPTOR SCHEDULE 1. TANK SHALL HAVE A HEAVY DUTY REMOVABLE BLADDER. VERIFY ACCEPTABLE CHARGE PRESSURE FOR INSTALLATION LOCATION. PROVIDE SIGHT GLASS, PRESSURE GAUGE, TOP & BOTTOM CONNECTIONS, WALL MOUNTING BANDS, & CHARGING VALVE. NOTES: DET-101 DOMESTIC WATER EXPANSION TANK MECHANICAL ROOM DOMESTIC WATER THERMAL EXPANSION - POTABLE PROFLO PFXT 5I 40 150 150 2.1 2.1 3/4 3/4 5 30 1,2 (LBS) (LBS) NOTES WEIGHT WEIGHT ID DESCRIPTION LOCATION SERVICE TYPE MANUFACTURER MODEL FILL PRESSURE (PSIG) MAX PRESSURE (PSIG) RELIEF VALVE (PSIG) TANK VOLUME (GAL) ACCEPT. VOLUME (GAL) INLET PIPE SIZE (IN) OUTLET PIPE SIZE (IN) SHIPPING TANK SCHEDULE 1. SERVES ONE EMERGENCY EYEWASH. EFMV-101 101 MECH/ELEC EWS-1 GUARDIAN G6020 13 30 1/2 1/2 40 120 80 1 FLOW (GPM) PRESSURE DROP (PSI) ID LOCATION SERVICE MANUFACTURER MODEL DESIGN INLET SIZE (IN) OUTLET SIZE (IN) COLD WATER INLET TEMP (F) HOT WATER INLET TEMP (F) OUTLET SETPOINT (F) NOTES EMERGENCY FIXTURE MIXING VALVE SCHEDULE THE PROCEDURE SHALL BE REPEATED WHEN A STANDARD BACTERIOLOGICAL TEST FOR DRINKING WATER, PERFORMED BY A LABORATORY CERTIFIED FOR DRINKING WATER IN WASHINGTON STATE, SHOWS UNSATISFACTORY RESULTS INDICATING THAT CONTAMINATION PERSISTS IN THE SYSTEM. FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER. THE SYSTEM OF PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTIANING NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTIANING NOT LESS THAN 200 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS. THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL POTABLE WATER APPEARS AT THE POINT OF THE OUTLET. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, IN CASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING: DISINFECTION OF POTABLE WATER SYSTEM 2. PROVIDE WITH PRESSURE SWITCH, PRESSURE GAUGE, DRAIN VALVE AND RELIEF VALVE. 1. TANK SHALL HAVE A HEAVY DUTY REMOVABLE BLADDER. VERIFY ACCEPTABLE CHARGE PRESSURE FOR INSTALLATION LOCATION. PROVIDE SIGHT GLASS, PRESSURE GAUGE, TOP & BOTTOM CONNECTIONS, WALL MOUNTING BANDS, & CHARGING VALVE. NOTES: WET-101 DOMESTIC WELL WATER EXPANSION TANK MECHANICAL ROOM DOMESTIC WATER WELL WATER - POTABLE B&G WTA-452 40 60 125 100 211 56 2 - 475 2400 1,2 (LBS) (LBS) NOTES WEIGHT WEIGHT ID DESCRIPTION LOCATION SERVICE TYPE MANUFACTURER MODEL LOW FILL PRESSURE PUMP ON (PSIG) HIGH FILL PRESSURE PUMP OFF (PSIG) MAX PRESSURE (PSIG) RELIEF VALVE (PSIG) TANK VOLUME (GAL) DRAW DOWN (GAL) INLET PIPE SIZE (IN) OUTLET PIPE SIZE (IN) SHIPPING DOMESTIC WELL EXPANSION TANK SCHEDULE BY WELL CONTRACTOR revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 1 2 3 4 5 7 8 A B 2" CW 4" W NATURAL GAS BY THE UTILITY. SEE CIVIL FOR CONTINUATION 4" W I.E. 6.5' B.F.F. SEE CIVIL FOR CONTINUATION 6 2" CW I.E. 6.5' B.F.F. SEE CIVIL FOR CONTINUATION FLI-101 NATURAL GAS UP TO METER. 2" CW UP 3" V UP 6" OW 2" W UP 3" W UP 3" W UP 2" V UP 3" W 2" W 3" W 3" W 4" W 4" W 2" W 2" W UP 2" W UP 4" W 3" W 3" W 3" W 9 2" W 2" W UP 6" W UP 4" W UP 1 P5.1 2" W UP 2" V UP 3" W UP 2" W UP 2" V UP 2" V UP 2" W UP 1 1/4" G UP 1 1/4" G TO GENERATOR. 4" W UP 3" W UP 3" W UP 3" W UP 4" W GENERAL SHEET NOTES: A. UTILITY CONNECTIONS 5' -0" FROM BUILDING EDGE. drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P2.1 UNDERFLOOR PLAN SCALE: 1/8" = 1'-0" 1 UNDERFLOOR FLOOR PLAN - PLUMBING revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 REF. G 1 2 3 4 5 7 8 A B meeting room 105 garage 100 staff tlt 103 staff area 104 6" TD-1 WH-1 WH-3 WH-2 WH-2 WH-2 P3.1 1 1" CA 6 storage 102 4" FCO 4" FCO 3/4" CW 1/2" G 4 P5.2 3/4" CA 3/4" CA 3/4" CA 3/4" CW 1 P5.2 3/4" CA DN 1 P5.2 3/4" CA DN 3/4" CA 1 P5.2 3/4" CA DN 3" V DN 4" VTR Storage 112 Office 110 Hallway 109 Utility 107 Toilet Rm 106 Toilet Rm 108 9 2 P5.1 1 1/2" G 10 P5.1 3/4" CA DN 3/4" CA DN 3/4" CW DN 1 P5.2 1 P5.2 3/4" CA DN 1 P5.2 4 P5.1 1 1 1 GM-101 2GENERATOR FLI -101 (BELOW) 1 1/4" G DN 4 P5.2 1 1/4" G TO GENERATOR 3 3" V 3/4" CW 3/4" HW 1/2" G 3" V 3/4" CW DN 3/4" HW DN 3/4" CW 3/4" CA 3/4" CA DN 1 P5.2 GENERAL SHEET NOTES: A. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT AND PIPING SHALL BE FIELD DETERMINED. B. FOR SIZING NOT SHOWN ON FLOOR PLANS, REFER TO DETAI LS AND DIAGRAMS FOR MORE DETAIL. C. PROVIDE CLEANOUTS WHERE REQUIRED BY WISCONSIN PLUMBING CODE AND DETAIL 6/P5.1. drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P2.2 FLOOR PLAN SCALE: 1/8" = 1'-0" 1 FLOOR PLAN - PLUMBING KEYNOTES: 1 COORDINATE FINAL LOCATIONS OF COMPRESSED AIR DROPS WITH OWNER PROVIDED WORK BENCH. 2 NATURAL GAS METER BY UTILITY COMPANY. MAINTAIN 3' CLEARANCE BETWEEN GAS REGULATOR AND ELECTRICAL METER AND A 10' CLEARANCE FROM OPERABLE OPENINGS. 3 COORDINATE FINAL LOCATIONS OF WH-1 WITH OWNER PRO VIDED WORK BENCH. revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 REF. W 5 7 8 A B GWH-101 US-1 3" FD-1 3" FS-1 6 2" CW DN 3 P5.2 1/2" CW DN 1/2" HW DN L-1 WC-1 WC-1 L-1 L-1 WC-1 S-1 3" FD-1 3" FD-1 3" FD-1 SB-1 EWS-1 1 P2.2 WH-2 1 1/4" CW 1 1/4" CW 1/2" HW 1 1/4" CW 1/2" HW 1/2" HW DN 1/2" CW DN 1/2" HW 1 1/4" CW 2" CW 3/4" HW 1/2" HW -R 1/2" CW DF-1 2" W DN 1 1/2" V UP 1/2" G DN 1/2" G DN 3/4" CW UP 3/4" HW UP 3/4" G UP 2 P5.2 AC-101 WET-101 1/2" HW -R 1/2" HW -R DN 2" V DN 1 1/4" CW DN 2" V DN 1 1 1/2" G 1/2" HW DN 3" V DN 1/2" CW DN RCP-101 DET-101 storage 102 mech/elec 101 staff area 104 staff tlt 103 Toilet Rm 106 Toilet Rm 108 Utility 107 Hallway 109 meeting room 105 MS-1 1 1/2" G 2 6 P5.2 1" CA UP 3 3 4 4 4 3/4" CW 1/2" CW 1/2" HW 1/2" HW -R 1 1/2" CW 1 1/2" CW 1/2" HW -R 1/2" HW 1/2" CW UP 1 1/2" V UP 1 1/2" V UP 1 1/4" CW 1/2" CW 1 1/2" V 1 1/2" V 1/2" CW 1/2" HW -R 2" V 1 1/2" V 1 1/2" CW 1/2" HW -R DN 1/2" HW DN 1 1/2" V DN 1/2" CW DN WCO-1 WCO-1 7 P5.2 WCO-1 4" W DN 1/2" HW -R DN 2" V DN 1 1/4" CW DN 1 1/2" V DN 2" CW 1 1/2" V DN 3/4" CW WCO-1 3" W DN WCO-1 2" V DN 3" V UP WCO-1 WCO-1 WCO-1 WCO-1 1 P2.2 5 67 8 3" V 2" V 3" V 5 7 A B 6 1" CA 3/4" HW 3/4" CW 1 P2.2 1 P2.2 3/4" G 1/2" G DN 3" V 3/4" CW DN 3/4" HW DN 3/4" G DN 1" CA DN 3" V DN GENERAL SHEET NOTES: A. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT AND PIPING SHALL BE FIELD DETERMINED. B. FOR SIZING NOT SHOWN ON FLOOR PLANS, REFER TO DETAI LS AND DIAGRAMS FOR MORE DETAIL. C. PROVIDE CLEANOUTS WHERE REQUIRED BY WISCONSIN PLUMBING CODE AND DETAIL 6/P5.1. drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P3.1 ENLARGED FLOOR PLAN SCALE: 1/4" = 1'-0" 1 OVERHEAD PLAN - PLUMBING SCALE: 1/4" = 1'-0" 2 FLOOR PLAN - MEZZANINE - PLUMBING KEYNOTES: 1 DOMESTIC WELL WATER EXPANSION TANK AND PIPING TO W ELL BY THE WELL CONTRACTOR. 2 COORDINATE WITH OWNER ON FINAL LOCATION OF AC-101 IN STORAGE ROOM 102. 3 PROVIDE A TRAP PRIMER LINE FROM US-1. REFER TO DET AIL 5 ON P5.2. 4 PROVIDE A TRAP PRIMER LINE FROM L-1. REFER TO DETA IL 5 ON P5.2. 5 PVC VENT PIPING SHALL BE SEALED WITH A FIRE STOP P RODUCT TO MAINTAIN THE FIRE RESISTANCE RATING OF THE WALL. TYPICAL. COORDINATE FIRESTOP PRODUCT WITH PEMB MANUFACTURERS FIRE RATED PANEL. 6 INSULATED PIPING SHALL BE SEALED WITH A FIRE STOP PRODUCT TO MAINTAIN THE FIRE RESISTANCE RATING OF THE WALL. TYPICAL. COORDINATE FIRESTOP PRODUCT WITH PEMB MANUFACTURERS FIRE RATED PANEL. 7 GAS PIPING SHALL BE SEALED WITH A FIRE STOP PRODUC T TO MAINTAIN THE FIRE RESISTANCE RATING OF THE WALL. COORDINATE FIRESTOP PRODUCT WITH PEMB MANUFACTURERS FIRE RATED PANEL. 8 LOCATE PIPING AND EQUIPMENT AWAY FROM THE SPACE AB OVE ELECTRICAL PANELS, TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT LOCATED IN THE MECHANICAL ROOM. revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 INSTALLED BY GAS UTILITY COMPANY PIPING INTO BUILDING TEE CATHODIC PROTECTION AS REQUIRED (TYP) FROM SITE GRADE 2" 5 1 2 4 3 1. GAS MAIN. 2. MAIN SHUT OFF VALVE. 3. GAS REGULATOR, GAS UTILITY COMPANY, SET TO 2 PSI OUT LET. 4. GAS METER BY GAS UTILITY COMPANY. 5. TRACER WIRE BY GAS UTILITY COMPANY. KEYNOTES: PIPING TO GENERATOR A. SEE SPECIFICATION SECTION 22 05 29 FOR SUPPORT REQUIREMENTS. B. SEE SPECIFICATION SECTION 22 05 48 FOR VIBRATION ISOLATION AND SEISMIC RESTRAINT REQUIREMENTS. GENERAL NOTES: STRAINER REDUCER (TYP) UNION (TYP) SHUTOFF VALVE (TYP) DRAIN VALVE PRESSURE - TEMPERATURE TEST PLUG (TYP) PUMP MOTOR PIPE CLEVIS HANGER INSULATION PIPE RING HANGER GALVANIZED STEEL SHIELD HIGH DENSITY INSULATION INSERT OR WOOD BLOCK SEE SPECIFICATIONS SIDE VIEW DETAIL VENT CONCRETE SLAB NATIVE SOIL ANCHOR KIT CRUSHED AGGREGATE OR SAND ANCHOR KIT ANCHOR KIT RISERS TO GRADE 2-WAY CLEANOUT TEE 2-WAY CLEANOUT TEE EXCAVATION AND BACKFILL DETAIL FLOW FLOW CLEAN OUT TO GRADE ON OUTLET PIPE OF EACH UNIT CLEAN OUT TO GRADE ON INLET PIPE OF EACH UNIT NOTES: SCHIER FLAMABLE LIQUID INTERCEPTORS ARE RATED AND MANUFACTURED WITH AN INTERNAL FLOW CONTROL SYSTEM ALREADY IN PLACE. THEY D O NOT REQUIRE AN EXTERNAL FLOW CONTROL SYSTEM OR AIR INTAKE VENT. SCHIER FLAMABLE LIQUID INTERCEPTORS ARE NOT TO BE INSTALLED IN AN Y OTHER MANNER EXCEPT AS SHOWN. CONSULT LOCAL CODES FOR SEPARATE TRAPPING REQUIREMENTS, CLEANOUT LOCATIONS AND ADDITIONAL INSTALLATI ON INSTRUCTIONS. FOR UNIT DETAILS REFER TO SPECIFICATION SHEET FOR SELEC TED UNIT INVERT: -XX" BFF. OPTIONAL OIL DRAW - OFF SEE PLANS FOR SIZE ABOVE FLOOR 40" HOSE BIBB WALL SUPPORT BRACKETS AT 48" O.C. MIN. BUT NOT LESS THAN TOP, BOTTOM AND CENTER. SHUT -OFF VALVE BALL VALVE (TYP) CHECK VALVE (TYP) DIGITAL TEMPERATURE & PRESSURE RECIRCULATION RETURN SENSOR DIGITAL TEMPERATURE & PRESSURE MIXING OUTLET SENSOR DIGITAL TEMPERATURE & PRESSURE COLD INLET SENSOR DIGITAL TEMPERATURE & PRESSURE HOT INLET SENSOR UNION (TYP) INCOMING HW INCOMING CW INCOMING HW -ROUTGOING TW DIGITAL MIXING VALVE AND ELECTRONIC ACTUATOR IF THIS ANGLE EXCEEDS 135° (2.36 RAD) - A CLEANOUT IS REQUIRED UPPER TERMINAL CO 45° (TYP) WC LAV BT 4' 1/8 BENDS 4' -6" A. CLEANOUTS SHALL BE PERMITTED TO BE OMITTED ON A HORIZONTAL DRAIN LINE LESS THAN 5' (1,524 MM) IN LENGTH UNLESS SUCH LINE IS SERVING SINKS OR URINALS. B. CLEANOUTS SHALL BE PERMITTED TO BE OMITTED ON A HORIZONTAL DRAINAGE PIPE INSTALLED ON A SLOPE OF 72° (1.26 RAD) OR LESS FROM THE VERTICAL ANGLE (ONE -FIFTH BEND). C. EXCEPT FOR THE BUILDING DRAIN, ITS HORIZONTAL BRANCHES, AND URINALS, A CLEANOUT SHALL NOT BE REQUIRED ON A PIPE OR PIPING THAT IS ABOVE THE FLOOR LEVEL OF THE LOWEST FLOOR O F THE BUILDING. D. AN APPROVED TYPE OF TWO -WAY CLEANOUT FITTING, INSTALLED INSIDE THE BUILDING WALL NEAR THE CONNECTION BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER OR INSTALLED OUTSIDE OF A BUILDING AT THE LOWER END OF A BUILDING DRAIN AND EXTENDED TO GRADE, SHALL BE PERMITTED TO BE SUBSTITUTED FOR AN UPPER TERMINAL CLEANOUT. EXCEPTIONS: CLEANOUTS ARE REQUIRED AT UPPER TERMINAL OF HORIZONTAL LINES IF LESS THAN 5' (1,524 MM), CLEANOUTS ARE NOT REQUIRED EXCEPT ON ALL URINALS AND LOWEST LEVEL SINKS. CLEANOUTS ARE NOT REQUIRED ON SINKS ABOVE THE LOWEST LEVEL. UPPER TERMINAL LESS THAN 5' (1,524 MM) - A CLEANOUT IS NOT REQUIRED UPPER TERMINAL CO CO A CLEANOUT IS REQUIRED AT THE JUNCTION BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER CO [W} 707.4 LOCATION. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL, AND EACH RUN OF PIPING, THAT IS MORE THAN 100 FEET (30,480 MM) IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FEET (30,480 MM), OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING 135° (2.36 RAD). TABLE 707.1 CLEANOUTS SIZE OF PIPE (INCHES) SIZE OF CLEANOUT (INCHES) THREADS (PER INCHES) 1-1/2 2 2-1/2 3 4 & LARGER 1-1/2 2-1/2 2-1/2 3-1/2 1-1/2 11 -1/2 11 -1/2 8 8 8 16 GA. GALVANIZED SHEET METAL INSULATION PROTECTION SHIELD - 12" MIN. LENGTH ON PIPE BELOW 60° F CALCIUM SILICATE INSULATION ON INSUL. PIPE TO 4" SIZE SUPPORT NUT LOCKING NUT PIPE INSULATION ALL THREAD HANGER ROD. SUPPORT FROM STRUCTURE* * PROVIDE CONCRETE INSERTS OR FASTEN TO TOP CHORDS AT BAR JOISTS OR OTHER STRUCTURAL BEAMS. DO NOT FASTEN TO ROOF DECK OR JOIST BRIDGING. BOLT PIPE ROLLERS TO CHANNEL ROLLER AND STAND ON PIPING ABOVE 60° F SUPPORT CHANNEL OR ANGLE STEEL PIPE SHOE ON PIPES ABOVE 4" SIZE (12" MIN LENGTH) WELD PIPE INSULATION UNINSULATED PIPE SLOPE SLOPE REFER TO STRUCT TRENCH DRAIN ANCHORAGE. REFER TO STRUCTURAL. TRENCH DRAIN GRATING AND FRAME. REFER TO DRAINS AND CLEANOUT SCHEDULE. REINFORCED CONCRETE FLOOR SLAB. REFER TO STRUCTURAL. FLOOR SLAB REINFORCING CONTINUOUS 1/8"/FT SLOPE AT TRENCH BOTTOM TO DRAIN REFER TO PLUMBING PLANS FOR CONTINUATION REFER TO ARCH REFER TO STRUCT REFER TO STRUCT WATERSTOP INSERT DEPTH 12" TRENCH DRAIN WITHOUT TRAP BY MECHANICAL FLOW FLOOR WALL CLEANOUT PLUG 30" SEAL HUB PIPE USE LONG SWEEP ELL AND 45 WHEN CO OCCURS AT END OF LINE. SPIGOT WALL ACCESS COVER AND FRAME drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P5.1 DETAILS NOT TO SCALE 2 GAS METER DETAIL NOT TO SCALE 7 INLINE CIRCULATING PUMP DETAIL NOT TO SCALE 8 INSULATED PIPE AT HANGER DETAIL NOT TO SCALE 1 FLAMABLE LIQUID INTERCEPTORS DETAIL NOT TO SCALE 4 INTERIOR HOSE BIBB PIPING RISER NOT TO SCALE 3 DIGITAL MASTER MIXING VALVE DETAIL NOT TO SCALE 5 SANITARY CLEANOUTS NOT TO SCALE 6 TRAPEZE PIPE HANGER DETAIL NOT TO SCALE 10 TRENCH DRAIN DETAIL NOT TO SCALE 9 WALL CLEAN OUT DETAIL revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 WALL COMPRESSED AIR MAIN STRAP RISER TO WALL @ 48" O.C., BUT NOT LESS THAN TOP, BOTTOM & CENTER REGULATOR/FILTER WITH DRAIN 1/2" QUICK CONNECT COUPLING FINISHED FLOOR 6" DIRT LEG BALL VALVE & UNION 42" 1/2" RISER CHECK OTHER DETAILS AND SPECIFICATIONS FOR CONFIGURATION. 2 STAGE AIR COMPRESSOR AIR RECEIVER FLOOR DRAIN 80 GAL. PRESSURE GAUGE PRESSURE REDUCING VALVE WITH AUTOMATIC SHUTOFF. SEE SCHEDULE FOR FLOW AND PRESSURE REQUIREMENTS. 1" RELIEF VALVE 2" TO SYSTEM 2" AFTER COOLER (AIR COOLED) 2" 1" 3/4" AIR INTAKE FILTER AUTOMATIC DRAIN TRAP RELIEF VALVE VIBRATION ISOLATORS MOTOR WITH STARTER PRESSURE CONTROL SWITCH CONCRETE PAD - 6" LARGER ALL AROUND THAN RECEIVER INSTALLED PRESSURE GAUGE COMBINATION MOISTURE AND OIL SEPARATOR 2" BYPASS AUTOMATIC DRAIN TRAP FLEXIBLE TUBING 12" MINIMUM LENGTH DIRT LEG EQUIPMENT SHUT -OFF VALVE PRESSURE REGULATOR PIPE VENT OUTLET WITH DOWNTURN ELBOW UNION WALL BRACKET INLET EYE -FACE WASH WITH STAINLESS STEEL BOWL EYEWASH VALVE A. PROVIDE A LOOSE -KEY LOCKSHIELD TYPE SHUT -OFF VALVE IN DOMESTIC WATER SUPPLY TROP TO EYEWASH STATION. LABEL VALVE TO PREVENT UNAUTHORIZED SHUT -OFF. B. PROVIDE WITH MANUFACTURER'S WALL MOUNTING BRACKET. GENERAL NOTES: MIXING VALVE FLOW SWITCH FLOW ALARM ANNUNCIATOR HW SUPPLY CW SUPPLY BALL VALVE WITH MEMORY STOP AND LABELING TO PREVENT UNAUTHORIZED SHUT -OFF EYEWASH SANITARY DRAIN A. PRIME FLOOR DRAINS, FLOOR SINKS, AND SIMILAR TRAPS. B. REFER TO SPECIFICATIONS FOR ALLOWABLE TRAP PRIMER LINE PIPE MATERIALS. GENERAL NOTES: 1. HOT AND COLD WATER SUPPLY STOP. 2. REFER TO MANUFACTURER LITERATURE FOR INSTALLATION INSTRUCTIONS. KEYNOTES: FINISHED FLOOR TO SEWER FACTORY TAPPED P-TRAP 1/2" TUBING TRAP PRIMER HOSE ESCUTCHEON 1/2" COMPRESSION FITTING SLIP JOINT NUT TRAP PRIMER HOSE 1/2" COMPRESSION FITTING SLIP JOINT NUT ESCUTCHEON 1 WALL 1 1/2" P -TRAP FLOOR DRAIN 1 DRAIN VALVE (TYP) NEUTRALIZER HOT WATER SUPPLY LINE INCOMING CW SUPPLY LINE FLOOR SINK ROUTE INTAKE/EXHAUST TO ROOF OR APPROVED LOCATION 3/4" HW 3/4" G 3/4" CW S HW -R FROM FIXTURES 1/2" HW -R AIR SEPARATOR EXPANSION TANK RECIRCULATION PUMP AUTOMATIC AIR VENT HW TO FIXTURES DIELECTRIC UNION (TYP) CHECK VALVE (TYP) PRESSURE RELIEF VALVE CONDENSATE DRAIN BALL VALVE (TYP) INCOMING G SUPPLY LINE DOMESTIC WELL. SEE CIVIL DRAWINGS FOR WELL LOCATION. PITLESS ADAPTER WELL CAP CONDUIT EXPANSION JOINT WELL CASING MIN. 6' DEEP 2" CW WELL PUMP CONTROLLER PRESSURE TANK PRESSURE SWITCH 2" CW WELL PUMP WELL SCREEN WET-1 PIPING BEFORE THIS POINT BY WELL CONTRACTOR & PIPING BEYOND THIS POINT BY PLUMBING CONTRACTOR CHECK VALVE DRAIN VALVE ISOLATION VALVE drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P5.2 DETAILS NOT TO SCALE 1 COMPRESSED AIR WALL OUTLET NOT TO SCALE 2 VERTICAL AIR COMPRESSOR DETAIL NOT TO SCALE 4 GAS PIPING CONNECTION FOR EQUIPMENT DETAIL NOT TO SCALE 3 EMERGENCY EYEWASH PIPING DETAIL NOT TO SCALE 5 SINK TAILPIECE TRAP PRIMER DETAIL NOT TO SCALE 6 TANKLESS WATER HEATER - GAS NOT TO SCALE 7 DOMESTIC WELL WATER SYSTEM DETAIL revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 L-1 WC-1 WCO-1 FD-1 S-1 FD-1 WC-1 WC-1 MS-1 L-1 DF-1 FD-1 FS-1 FD-1 US-1 FCO FCO FLI-101 4" W I.E. 6.5' B.F.F. SEE CIVIL FOR CONTINUATION TD-1 4" VTR 4" W (6 DFU) 3" W (7 DFU) 4" W (13 DFU) 4" W (16 DFU) L-1 3" W (4 DFU) 3" W (10 DFU) 3" W (19.5 DFU) 4" W (35.5 DFU) 3" W (6 DFU) 2" W (3 DFU) 2" V (6 DFU) 2" V (13 DFU) 3" V (25.5 DFU) 3" V (32.5 DFU) 3" V (44.5 DFU) EWS-1 2" W (2 DFU) 3" V 6" W 2" W (2 DFU) WCO-1 WCO-12" W (1 DFU) 4" W 3" W (6 DFU) 2" V (6 DFU) 2" W (0.5 DFU) 1 1/2" V (0.5 DFU) 2" V (3 DFU) 3" W (3 DFU) 2" V (3 DFU) 3" W (3 DFU) 2" V (3 DFU) 3" W (6 DFU) 3" W (3 DFU) 3" W (6 DFU) 2" V (6 DFU) 2" V (6 DFU) 2" V (3 DFU) 2" W (1 DFU) 1 1/2" V (1 DFU) 4" W (14 DFU) 4" W 4" W (3 DFU) 4" W (11 DFU) 3" V 1-1/2" V (2 DFU) 1-1/2" V (1 DFU) 1-1/2" V (3 DFU) 1-1/2" V (1 DFU) 1-1/2" V (2 DFU) 2" V (3 DFU) 1-1/2" V (1 DFU) 2" V (5.5 DFU) 2" V (12.5 DFU) 2" V (7 DFU) 3" V (35.5 DFU) 3" V (37.5 DFU) L-1 WC-1 WC-1 DF-1 L-1 L-1 WC-1 S-1 SB-1 US-1 EWS-1 GWH-101 DET-101 RCP-101 WET-101 WH-2 2" CW I.E. 6.5' B.F.F. SEE CIVIL FOR CONTINUATION WH-3 WH-1 WH-2 WH-2 WH-2 3/4" CW (4 WSFU) 1/2" CW (2 WSFU) 1-1/4" CW (7.0 WSFU) MS-1 1-1/2" CW (7.25 WSFU) 1-1/4" CW (7.0 WSFU) 3/4" CW (7 WSFU) 1" CW (12.5 WSFU) 2" CW (22.25 WSFU) 3/4" HW (4.5 WSFU) 1-1/2" CW (13 WSFU) 3/4" HW (2.5 WSFU) 1-1/4" CW (6.5 WSFU) 3/4" CW (4 WSFU) 3/4" CW (4 WSFU) 3/4" CW (3 WSFU) 3/4" CW (4 WSFU) 3/4" CW (5 WSFU) 3/4" CW (6 WSFU) 3/4" CW (4 WSFU) 3/4" CW (8 WSFU) 1/2" CW (1.5 WSFU) 1/2" HW (1.5 WSFU) 1/2" HW -R 1/2" CW (0.5 WSFU) 1/2" CW (0.5 WSFU) 1/2" HW (0.5 WSFU) 1-1/4" CW (6.5 WSFU) 1/2" HW -R 3/4" HW (3 WSFU) EM 1/2" CW 1/2" HW 1/2" TW 3/4" CW (6 WSFU) 1/2" CW (0.25 WSFU) 1-1/4" CW (6.5 WSFU) 1-1/4" CW (7 WSFU) 1/2" CW (0.5 WSFU) 1/2" HW (0.5 WSFU) 1/2" HW (2 WSFU) 1/2" HW -R 1/2" CW (2 WSFU) 1/2" HW (2 WSFU) 1/2" CW (0.5 WSFU) 1/2" HW (0.5 WSFU) 2" CW (29.25 WSFU) 3/4" HW (5 WSFU) 1/2" CW (1.5 WSFU) 1/2" HW (1.5 WSFU) 3/4" HW (6.5 WSFU) 1" HW (9.5 WSFU) 1" CW (9.5 WSFU) 2" CW (43.25 WSFU) 2" CW (20.25 WSFU) 2" CW (30.75 WSFU) 1/2" HW -R B-1 GWH-101 GM-101 GUH-1 GUH-2 NATURAL GAS BY THE UTILITY. SEE CIVIL FOR CONTINUATION TO 70 KW GENERATOR 1-1/4" G (975 CFH) 1-1/2" G (800 CFH) 3/4" G (400 CFH) 1/2" G (200 CFH) 1-1/2" G (400 CFH) 1/2" G (285 CFH) 1/2" G (200 CFH) 4 P5.2 4 P5.2 4 P5.2 4 P5.2 2 P5.1 4 P5.2 drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 AWM CDH Brule Public Works Garage P6.1 DIAGRAMS NOT TO SCALE 2 WASTE AND VENT ISOMETRIC NOT TO SCALE 3 DOMESTIC WATER ISOMETRIC NOT TO SCALE 1 NATURAL GAS ISOMETRIC revision / issue no. date CALENN HEPPNER E-48270 03/09/2026 T M ABBREVIATIONS A AMPERES AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE A/V AUDIO VISUAL BKR BREAKER C CONDUIT CKT CIRCUIT CO CONDUIT ONLY CU COPPER CLG CEILING CT CURRENT TRANSFORMER DAS DISTRIBUTED ANTENNA SYSTEM DIA. DIAMETER (E) EXISTING EGC EQUIPMENT GROUNDING CONDUCTOR ERRCS EMERGENCY RESPONDER RADIO COVERAGE F FUSE FACP FIRE ALARM CONTROL PANEL FC FOOT CANDLE FLA FULL LOAD AMPERES FSD FIRE SMOKE DAMPER FTL FEED -THRU LUGS GEC GROUNDING ELECTRODE CONDUCTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFPE GROUND FAULT PROTECTION OF EQUIPMENT GND GROUND HP HORSEPOWER IDF INTERMEDIATE DISTRIBUTION FRAME IG ISOLATED GROUND KCMIL THOUSAND CIRCULAR MIL KVA KILOVOLT -AMP KW KILOWATT LTG LIGHTING MCA MINIMUM CIRCUIT AMPERES MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDF MAIN DISTRIBUTION FRAME MDP MAIN DISTRIBUTION PANEL MDU MEDIA DISTRIBUTION UNIT MIN MINIMUM MLO MAIN LUG ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MTS MANUAL TRANSFER SWITCH (N) NEW NAC NOTIFICATION APPLIANCE CIRCUIT OC ON CENTER P POLE PH PHASE PNL PANEL PWR POWER (R) RELOCATE ROW RIGHT -OF -WAY S SWITCH SDP SUB -DISTRIBUTION PANEL SIM SIMILAR SPD SURGE PROTECTIVE DEVICE TR TAMPER RESISTANT TYP TYPICAL UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT -AMPERES VFD VARIABLE FREQUENCY DRIVE W WIRE WP WEATHERPROOF (X) DEMOLISH XFMR TRANSFORMER LIGHTING CONTROLS SYMBOLS LEGEND STANDARD SWITCH STANDARD SWITCH W/ SWITCHING SUBSCRIPT 3-WAY SWITCH 4-WAY SWITCH $ $ a $3 $4 LOW VOLTAGE SWITCH $L OCCUPANCY SENSOR SWITCH $O KEYED SWITCH $K DIMMER SWITCH $D TIMER SWITCH $T OCCUPANCY SENSOR CEILING MOUNT PHOTOCELL CEILING MOUNT OCCUPANCY SENSOR WALL MOUNT PHOTOCELL WALL MOUNT LOW VOLTAGE SWITCH PER SCHEDULE $L# OS PC OS PC NOTE: ANY COMBINATION OF LETTERS MAY APPLY TO A SWI TCH FOR MULTIPLE FUNCTIONS ONE-LINE SYMBOLS LEGEND FEEDER CALLOUT CONDUIT CAP CONDUIT CONTINUATION AUTOMATIC TRANSFER SWITCH CIRCUIT BREAKER TRANSFORMER FUSED SWITCH ELECTRICITY METER CURRENT TRANSFORMERS SURGE PROTECTIVE DEVICE SPD GROUND CONNECTION GENERATOR XXXX BUS DUCT PLUG -IN CIRCUIT BREAKER GENERAL SYMBOLS DETAIL/PLAN CALLOUT REVISION CLOUD REVISION TAG KEYNOTE 1 X XXX X NORTH ARROW N MATCHLINE CONTINUATION SYMBOL LIGHTING SYMBOLS LEGEND RECESSED DOWNLIGHT - ROUND/SQUARE LINEAR SURFACE LUMINAIRE LINEAR RECESSED LUMINAIRE LINEAR STRIP LUMINAIRE LINEAR PENDANT LUMINAIRE SURFACE DOWNLIGHT - ROUND/SQUARE RECESSED 2x2 LUMINAIRE RECESSED 2x4 LUMINAIRE SURFACE OR PENDANT 2x2 LUMINAIRE SURFACE OR PENDANT 2x4 LUMINAIRE PENDANT OR FLUSH MOUNT LUMINAIRE LINEAR WALL LUMINAIRE WALL MOUNTED LUMINAIRE NOTE: SHADED LUMINAIRE INDICATES EMERGENCY POWER POLE MOUNTED AREA LUMINAIRE EXIT SIGN, SHADING INDICATES FACES, ARROWS PER PLAN BOLLARD OR POST TOP LUMINAIRE GROUND MOUNT FLOOD CONTINUOUS TAPE OR UNDERCABINET LUMINAIRE RECESSED STEP LIGHT RECESSED HEAT LAMP TYPICAL LUMINAIRE LABELING R1 A:12. a LUMINAIRE TYPE PANEL & CIRCUIT SWITCH INDICATOR EMERGENCY BUGEYE EQUIPMENT SYMBOLS LEGEND EQUIPMENT CABINET AS NOTED BRANCH PANEL RECESSED BRANCH PANEL SURFACE EQUIPMENT ENCLOSURE, SEE PLAN NOTES AND NAMING CONVENTIONS FOR DESCRIPTION UTILITY METER TRANSFORMER ELECTRIC WALL HEATER TYPICAL DEVICE MOUNTING HEIGHTS RECEPTACLES +18 ” AFF RECEPTACLES, ABOVE COUNTER +6 ” ABOVE COUNTER, +46" AFF MAX, COORDINATE WITH CASEWORK PHONE/DATA/CATV OUTLET +18 ” AFF SWITCHES +46 ” AFF THERMOSTATS +46 ” AFF CARD READERS +46 ” AFF PANELBOARDS +72 ” TO TOP OR PER NEC 404.8 CONTROL PANELS +72 ” TO TOP NOTES: 1. MEASUREMENTS ARE TYPICAL UNO ON PLANS 2. MEASUREMENTS ARE TO CENTER OF BOX UNO 3. COMPLY WITH ALL ADA ACCESSIBILITY GUIDELINES TECHNOLOGY SYMBOLS LEGEND TELECOMMUNICATIONS OUTLET, PROVIDE BACKBOX AND CONDUIT/PULL STRING TO ACCESSIBLE SPACE. (XX) = QUANTITY OF CABLES (XX) CABLE TV OUTLET, PROVIDE BACKBOX AND CONDUIT/PULL STRING TO ACCESSIBLE SPACE. WIRELESS ACCESS POINT, PROVIDE BACKBOX AND CONDUIT/PULL STRING TO ACCESSIBLE SPACE. W AUDIO/VISUAL OUTLET, PROVIDE BACKBOX AND CONDUIT/PULL STRING TO ACCESSIBLE SPACE. AV SECURITY DEVICES SYMBOLS LEGEND CARD READER, PROVIDE BACK BOX AND CONDUIT ROUGH -IN DOOR CONTACT, PROVIDE CONDUIT ROUGH -IN CR DC ELECTRIC STRIKE, PROVIDE CONDUIT ROUGH -IN ES MOTION DETECTOR, PROVIDE BACK BOX AND CONDUIT TO ACCESSIBLE SPACE MD TELEPHONE ENTRY SYSTEM, PROVIDE BACK BOX AND CONDUIT ROUGH -IN TE PUSH BUTTON / DOOR OPERATOR FIRE ALARM DEVICES SYMBOLS LEGEND SMOKE DETECTOR 120V COMBINATION CARBON MONOXIDE/SMOKE DETECTOR 120V MAGNETIC DOOR HOLD M SD SD c TECHNOLOGY DEVICE ROUGH-IN SCHEDULE DEVICE BACK BOX MUD RING CONDUIT NOTES TELECOM 4"SQ, 2 -1/8"D 1-GANG 1" 1 OUTLET TV OUTLET 4"SQ, 2 -1/8"D 1-GANG 1" 1 A/V OUTLET 4-11/16"SQ 2-GANG 1-1/4" 1,2 SECURITY 4"SQ, 2 -1/8"D 1-GANG 3/4" 1,2 DEVICE *ALL ROUGH -INS ARE TYPICAL UNO ON PLANS NOTES: 1. USE PLASTIC BUSHING AT CONDUIT TERMINATION IN ACCESSIBLE SPACE. 2. REFER TO ROUGH -IN DETAILS FOR MORE INFORMATION. 1. COMPLETED INSTALLATION SHALL COMPLY WITH NEC AND ALL LOCAL LAWS, ORDINANCES, AND REGULATIONS. 2. PLANS ARE DIAGRAMMATIC IN NATURE TO COMMUNICATE SCO PE OF WORK AN D GENERAL INTENT. CONTRACTOR SHALL PROVIDE ALL FITTIN GS, BOXES, AN D APPURTENANCES NECESSARY FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. 3. DEVICE LOCATIONS ON PLANS MAY NOT BE EXACT. REFER T O ARCHITECTUR AL PLANS FOR MORE DETAILED INFORMATION REGARDING DIMEN SIONS AND LAYOUTS. COORDINATE ALL DEVICE AND EQUIPMENT LOCATI ONS WITH ARCHITECTURAL AND OTHER TRADES. 4. EQUIPMENT FOR OTHER DISCIPLINES MAY BE SHOWN FOR RE FERENCE ONLY. REFER TO OTHER DISCIPLINES ’ DRAWINGS FOR MORE DETAIL REGARDING EQUIPMENT SPECIFICATIONS AND INFORMATION. 5. PLANS SHALL GOVERN IN MATTERS OF QUANTITY, SPECIFIC ATIONS SHALL GOVERN IN MATTERS OF QUALITY. IN CASE OF DISCREPANC Y BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHA LL GOVERN. PL ANS ARE TO BE TIED TO SPECIFICATIONS FOR A COMPLETE DES IGN PACKAGE. 6. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SH OWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 7. WIRE SIZE AND QUANTITIES ARE NOT GENERALLY INDICATE D ON PLANS. F OR A TYPICAL 20A/1P CIRCUIT BREAKER, PROVIDE (3) #12 CU CONDUCTORS (P HASE, NEUTRAL, GROUND). FOR A TYPICAL 20A/2P CIRCUIT BREAKER, PROVIDE (3) #12 CU CONDUCTORS (PHASE, PHASE, GROUND). FOR A TYPICAL 20 A/3P CIRCUIT BREAKER, PROVIDE (4) #12 CU CONDUCTORS (THREE PHASES PLUS GROUND ). 8. TO COMPENSATE FOR VOLTAGE DROP, ON 20A, 120V CIRCUI TS: OVER 100 FEET, PROVIDE #10 AWG, OVER 150 FEET, PROVIDE #8 AWG. ON 20A, 277V CIRCUITS: OVER 250 FEET, PROVIDE #10 AWG. 9. CIRCUIT NUMBERS ARE GENERALLY INDICATED AS XX:##. W HERE (XX) IND ICATES PANEL NAME AND (##.) INDICATES THE CIRCUIT NUMBER. IN SOME CASES THE PANEL MAY BE COMMON TO A LARGE AREA, AND THE CIRCUI T NUMBER ONLY MAY BE CALLED OUT ON THE PLANS. 10. MAINTAIN AT LEAST 12 ” SEPARATION BETWEEN POWER AND COMMUNICATIONS WIRING ROUTED PARALLEL. SMALLER SEPARATION MAY BE ALLOWED WHEN CROSSING. 11. PROVIDE FIRE STOPPING FOR ALL PENETRATIONS OF FIRE RATED ASSEMBL IES. FIRE PROOFING MUST BE EQUIVALENT OR HIGHER TO THAT OF THE PENETR ATED ASSEMBLY. REFER TO ARCHITECTURAL PLANS. 12. REFER TO ARCHITECTURAL PLANS FOR FIRE RATED ASSEMBL IES. MAINTAIN 24 ” SEPARATION BETWEEN DEVICES IN FIRE -RATED WALLS. PROVIDE FIRE -RAT ED BOXES OR “PUTTY PADS ” AS REQUIRED TO MAINTAIN FIRE RATING. 13. REFER TO ARCHITECTURAL PLANS FOR ACOUSTIC ASSEMBLIE S. PROVIDE ACOUSTIC BOXES OR “PUTTY PADS ” AS REQUIRED TO MAINTAIN ACOUSTIC RATING. 14. ELECTRICAL EQUIPMENT IS DESIGNED BASED ON A SPECIFI C MANUFACTURE R. VERIFY FINAL CLEARANCES AND SPACE REQUIREMENTS WITH EQUIPMENT SUBMITTALS. THE CONTRACTOR IS RESPONSIBLE FOR ANY R EDESIGN OR RELOCATION OF EQUIPMENT IF APPROVED EQUIPMENT DOES NOT MATCH BAS IS OF DESIGN. 15. PROVIDE 4" HIGH CONCRETE "HOUSEKEEPING PADS" FOR FR EE STANDING A ND FLOOR MOUNTED ELECTRICAL EQUIPMENT. 16. ALL CONDUIT ROUTING SHALL FOLLOW BUILDING LINES WHERE POSSIBLE. COORDINATE ROUTING WITH ARCHITECTURAL ELEMENTS. ALL ROUTING OF EXPOSED CONDUITS SHALL BE APPROVED BY THE ARCHITECT. 17. LIGHTING CONTROL: PLANS ARE DIAGRAMMATIC TO SHOW GE NERAL INTENT. ALL LIGHTING CONTROL DEVICES MAY NOT BE SHOWN ON THE PL ANS. REFER TO LIGHTING CONTROL NARRATIVE FOR DETAILED INFORMATION REGARDING FUNCTIONALITY. 18. COORDINATE UNDERGROUND CONDUIT ROUTING WITH CIVIL AND STRUCTURAL PLANS. 19. CONSULT STRUCTURAL ENGINEER OF RECORD FOR ALL STRUCTURAL PENETRATIONS. * NOTE * ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIE D TO ALL OTHER DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. GENERAL PROJECT NOTES POWER DEVICE SYMBOLS LEGEND SIMPLEX RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE REMOTE GFCI DEVICE SPECIAL PURPOSE RECEPTACLE, VERIFY NEMA CONFIGURATION * INDICATES ABOVE COUNTER OR NON -STANDARD HEIGHT FOR ALL WALL DEVICES. REFER TO ARCHITECTURAL / INTERIOR ELEVATIONS FOR EXACT LOCATION, UNO. JUNCTION BOX WITH POWER OR DATA WHIP, SEE PLANS IN -CEILING DEVICES DUPLEX RECEPTACLE ON CEILING DOUBLE DUPLEX RECEPTACLE ON CEILING SPECIAL PURPOSE RECEPTACLE ON CEILING, VERIFY NEMA CONFIGURATION IN -FLOOR DEVICES DUPLEX FLOOR RECEPTACLE DUPLEX FLOOR RECEPTACLE COMBINATION FLOORBOX, REFER TO SCHEDULE FOR POWER, DATA, AND AV SCOPE NUMBER INDICATES SCHEDULED ENCLOSURE TYPE. REFER TO SCHEDULE FOR ADDITIONAL INFO. DEVICE TYPE / WIRING KEY 17. G FB = FLOORBOX PT = POKE -THROUGH FF = FURNITURE FEED LETTER INDICATOR KEY CIRCUITING: E = EMERGENCY U = UPS S = STANDBY C = CRITICAL D = DED. CKT DEVICE TYPE: B = INTEGRAL USB G = GFCI W = WEATHER PROOF GFCI T = ISOLATED GND CIRCUIT NUMBER DEVICE TYPE INDICATOR ABOVE COUNTER / NON -STANDARD HEIGHT SHADING INDICATES SWITCHING OR CONTROL, SEE PLANS E CIRCUITING INDICATOR. MAY BE REPLACED WITH CIRCUIT NUMBER CALLOUT IN FINAL CONSTRUCTION DOCUMENTS. FB1 DISCONNECT: F = FUSED, B = BREAKER DISCONNECT SWITCH MOTOR CONNECTION EQUIPMENT CONNECTION, SEE SCHEDULES JUNCTION BOX $ POWER DEVICE SWITCH, SEE PLANS FOR ADDITIONAL INFORMATION. F J LINE VOLTAGE THERMOSTAT T COMMON DEVICES G J ELECTRICAL TAGS MECHANICAL EQUIPMENT TAG. EQUIP. SPECIFIED BY DIV 21, 22, OR 23. BUILDING EQUIPMENT TAG. EQUIP. NOT SPECIFIED BY DIV 21, 22, OR 23. XX -XX XX-XX EQUIPMENT NAMING LEGEND LINE -LINE VOLTAGE * 4 = 480V 2 = 208V POWER BRANCH N = NORMAL S = STANDBY, LEGALLY REQ. SB E = LIFE SAFETY BUILDING SYSTEM R = RECEPTACLE LOADS L = LIGHTING SYSTEMS M = MECHANICAL SYSTEMS W = WATER SYSTEMS T = TELECOM SYSTEMS LEVEL : P1, 1, 2... SECTOR INDICATOR A = SECTOR A B = SECTOR B ... # IN SERIES ** LINE -LINE VOLTAGE * EQUIPMENT MDP = MAIN DIST. PANEL SDP = SUB DIST. PANEL X = XFMR SE = SERVICE ENTRANCE ... SERVICE *** R = RESIDENTIAL SERVICE H = HOUSE SERVICE EV = EV SERVICE POWER BRANCH ** EXAMPLE: 4MDP -R MAIN DIST. EQUIPMENT MAY OMIT BUILDING SYSTEM, LEVE L, SECTOR, ETC. FOR NAMING SIMPLIFICATION. NOTES : * USED WHEN MULTIPLE L -L VOLTAGES ARE PRESENT. ** OMITTED AS NEEDED FOR SIMPLIFICATION. *** USED ONLY ON MULTI -SERVICE PROJECTS EXAMPLE: 4NM -1A -2 TYPICAL PANELBOARD CONVENTION drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E0.1 COVER SHEET ELECTRICAL SHEET LIST E0.1 COVER SHEET - ELECTRICAL E0.2 SCHEDULES - ELECTRICAL E1.0 SITE PLAN - ELECTRICAL E2.1 FLOOR PLAN - ELECTRICAL E3.1 LIGHTING RCP - ELECTRICAL E5.1 DETAILS - ELECTRICAL E6.1 ONE-LINE DIAGRAM - ELECTRICAL revision / issue no. date 03/09/2026 GENERAL LUMINAIRE SCHEDULE NOTES: A. REFER TO SPECIFICATIONS SECTIONS 26 5100 AND 26 5600 FOR ADDITIONAL REQUIREMENTS. B. FINISH FOR ALL LUMINAIRES LISTED ABOVE SHALL BE PER ARCHITECT AND INTERIOR DESIGNER. C. LUMEN OUTPUT LISTED ABOVE IS DELIVERED LUMENS. D. MOUNTING HEIGHTS: a. CONFIRM MOUNTING HEIGHTS FOR WALL MOUNTED AND SUSPE NDED LUMINAIRES WITH ARCHITECT AND INTERIOR DESIGNER. b. WALL MOUNTED LUMINAIRES: UNLESS NOTED OTHERWISE, SPECIFIED MOUNTING HEIGHTS ARE TO CENTER OF LUMINAIRE FROM FINISHED FLOOR. c. SUSPENDED LUMINAIRES: UNLESS NOTED OTHERWISE, SPECIFIED MOUNTING HEIGHTS ARE TO BOTTOM OF LUMINAIRE FR OM FINISHED FLOOR. LUMINAIRE NOTES: 1. PROVIDE WITH CONTROLS TO REDUCE LIGHT LEVELS WHEN NO MOTION IS DETECTED. 2. INCLUDE 20W EMERGENCY BATTERY PACK. GENERAL MECHANICAL SCHEDULE NOTES A. LOADS FOR EQUIPMENT LISTED ABOVE ARE BASIS OF DESIG N LOADS ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDIN ATING EXACT REQUIREMENT S WITH APPROVED SUBMITTALS FOR DIVISION 22 AND 23. B. PROVIDE DISCONNECTING MEANS IF REQUIRED PER NEC FOR ALL MECHANICAL EQUIPMENT (MAY NOT BE SHOWN ON PLANS). PROVIDE MOTOR START ERS INCORPORATING MOTOR OVERLOAD AND SHORT CIRCUIT PROT ECTION PER NEC ARTICLE 430 AS REQUIRED. COORDINATE WITH MECHANICAL PLANS A ND EQUIPMENT. C. FEEDER REFERS TO FEEDER SCHEDULE ON SHEET E6.1. MECHANICAL SCHEDULE NOTES 1. INDOOR UNIT (FCU) IS POWERED BY THE OUTDOOR UNIT (C U). 2. MULTIPLE OCCURANCES OF DEVICE. 3. PROVIDE 120V RECEPTACLE WITHIN 6 FT OF FAN COIL FOR CONDENSATE PUMP. GENERAL BUILDING EQUIPMENT SCHEDULE NOTES A. LOADS FOR EQUIPMENT LISTED ABOVE ARE BASIS OF DESIG N LOADS ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDIN ATING EXACT REQUIREMENT S WITH APPROVED SUBMITTALS FROM FOOD SERVICE CONTRACTOR. B. FEEDER REFERS TO FEEDER SCHEDULE ON SHEET E6.1. BUILDING EQUIPMENT SCHEDULE NOTES 1. PROVIDE NEMA 14 -50R RECEPTACLE. 2. MULTIPLE OCCURANCES OF DEVICE. GENERAL LIGHTING CONTROL MATRIX NOTES A. BOD SPACE BY SPACE PROVISIONS FOR THE LIGHTING C ONTROL SYSTEM ARE DEFINED IN THE MATRIX BELOW. B. PROVIDE CONTROL DEVICE SETTINGS PER SPACE TYPE A S REQUIRED PER THE WISCONSIN STATE ENERGY CODE. LIGHTING CONTROL MATRIX NOTES 1. PROVIDE 2 HOUR OVERIDE FOR VACANCY LIGHTING IN G ARAGE. GENERAL FLOORBOX SCHEDULE NOTES A. COVER TYPE, COLOR/FINISH PER ARCHITECT / INTERIOR D ESIGNER. B. PROVIDE SUBMITTAL WITH SELECTED OPTIONS FOR ARCHITE CT AND ENGINEER REVIEW PRIOR TO AQUISITION. C. RECEPTACLE TO BE NEMA 5 -20R. drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E0.2 SCHEDULES LUMINAIRE SCHEDULE TAG LUMINAIRE DESCRIPTION MOUNTING MOUNTING HEIGHT LAMP COLOR TEMP LUMEN OUTPUT POWER SUPPLY MANUFACTURER & MODEL VOLTAGE INPUT WATTS NOTES L1 4' STRIP LIGHT, ROUND DIFFUSE LENS SURFACE OR CHAIN-HUNG CEILING LED 3500K 4,000 INTEGRAL ELECTRONIC DRIVER LITHONIA CLX SERIES OR EQUIVALENT 120 V 30 W L1E 4' STRIP LIGHT, ROUND DIFFUSE LENS W/BATTERY PACK SURFACE OR CHAIN-HUNG CEILING LED 3500K 4,000 INTEGRAL ELECTRONIC DRIVER LITHONIA CLX SERIES W/E10W EMERGENCY BATTERY PACK, OR EQUIVALENT 120 V 30 W R1 2' x 2' TROFFER RECESSED N/A LED 3500K 2,100 INTEGRAL ELECTRONIC DRIVER, 0-10V DIMMING LITHONIA CPX SERIES OR EQUIVALENT 120 V 16 W R1E 2' x 2' TROFFER W/BATTERY PACK RECESSED N/A LED 3500K 2, 100 INTEGRAL ELECTRONIC DRIVER, 0-10V DIMMING LITHONIA CPX SERIES W/E10W EMERGENCY BATTERY PACK, OR EQUIVALENT 120 V 16 W R2 1' x 4' TROFFER RECESSED N/A LED 3500K 2,000 INTEGRAL ELECTRONIC DRIVER, 0-10V DIMMING LITHONIA CPX SERIES OR EQUIVALENT 120 V 17 W S1 COMPACT HIGH BAY SURFACE +18'-0" AFF LED 3500K 4,000 INTEGRAL ELECTRONIC DRIVER, 0-10V DIMMING LITHONIA CPHB SERIES OR EQUIVALENT 120 V 138 W S1E COMPACT HIGH BAY W/BATTERY PACK SURFACE +18'-0" AFF LE D 3500K 4,000 INTEGRAL ELECTRONIC DRIVER, 0-10V DIMMING LITHONIA CPHB SERIES W/20W EMERGENCY BATTERY PACK, OR EQUIVALENT 120 V 138 W SW1 WALL PACK AREA LIGHT, FORWARD THROW DISTRIBUTION WALL +18'-0" AFF LED 4000K 8,700 INTEGRAL ELECTRONIC DRIVER LITHONIA WDGE3 SERIES OR EQUIVALENT 120 V 60 W 1 SW2 WALL PACK AREA LIGHT, FORWARD THROW DISTRIBUTION WALL +8'-6" AFF LED 4000K 4,300 INTEGRAL ELECTRONIC DRIVER LITHONIA WDGE2 SERIES OR EQUIVALENT 120 V 47 W 1,2 X1 THERMOPLASTIC EXIT SIGN WALL, PENDANT, CEILING LED RED -- INTEGRAL ELECTRONIC DRIVER LITHONIA LE OR EQUIVALENT 120 V 5 W FLOORBOX SCHEDULE BOX TYPE BOX DESCRIPTION DEVICE SPECS MANUFACTURER ALTE RNATES BOX NOTES FB1 CONFERENCE ROOM FLOORBOX WITH DATA, AND POWER. (1) DUPLEX DEVICE, (2) DATA PORT WIREMOLD FSR FB2 CONFERENCE ROOM FLOORBOX WITH DATA, AV, AND POWER. (1) DUPLEX DEVICE, (2) DATA PORTS, (1) HDMI WIREMOLD FSR MECHANICAL AND PLUMBING EQUIPMENT CONNECTION SCHEDULE TAG EQ DESCRIPTION VOLTAGE PHASE LOAD (VA) FLA MCA FEEDER M OCP PANEL CIRCUIT NOTES AC-101 AIR COMPRESSOR 240 V 1 5760 VA 24.0 A 30.0 A 402 40 A 2MDP 51,53 B-1 BOILER 120 V 1 1440 VA 12.0 A 15.0 A 202 20 A 2MDP 29 BP-1 BOOSTER PUMP 120 V 1 156 VA 1.3 A 1.6 A 202 15 A 2MDP 63 CEF-01 CEILING EXHAUST FAN 120 V 1 120 VA 1.0 A 1.3 A 202 1 5 A 2N-A 13 CEF-02 CEILING EXHAUST FAN 120 V 1 120 VA 1.0 A 1.3 A 202 1 5 A 2N-A 13 CU-1 CONDENSING UNIT 240 V 1 3264 VA 13.6 A 17.0 A 302 30 A 2N-A 6,8 CU-2 CONDENSING UNIT 240 V 1 1728 VA 7.2 A 9.0 A 202 15 A 2N -A 10,12 EDH-1 ELECTRIC DUCT HEATER 120 V 1 500 VA 4.2 A 5.2 A 202 1 5 A 2MDP 49 EDH-2 ELECTRIC DUCT HEATER 240 V 1 4001 VA 16.7 A 20.8 A 3 02 30 A 2N-A 29,31 EF-01 EXHAUST FAN 120 V 1 1176 VA 9.8 A 12.3 A 202 20 A 2MDP 10 EF-02 EXHAUST FAN 120 V 1 336 VA 2.8 A 3.5 A 202 15 A 2MDP 12 ERV-01 ENERGY RECOVERY VENTILATOR 120 V 1 204 VA 1.7 A 2. 1 A 202 15 A 2MDP 27 ERV-02 ENERGY RECOVERY VENTILATOR 240 V 1 552 VA 2.3 A 2. 9 A 202 15 A 2N-A 2,4 EUH-1 ELECTRIC UNIT HEATER 240 V 1 1001 VA 4.2 A 5.2 A 202 15 A 2MDP 34,36 EUH-2 ELECTRIC UNIT HEATER 240 V 1 499 VA 2.1 A 2.6 A 202 1 5 A 2N-A 25,27 EUH-3 ELECTRIC UNIT HEATER 240 V 1 1001 VA 4.2 A 5.2 A 202 15 A 2N-A 14,16 EUH-4 ELECTRIC UNIT HEATER 240 V 1 1001 VA 4.2 A 5.2 A 202 15 A 2MDP 38,40 FC-1 FAN COIL 240 V 1 0 VA 0.0 A 0.0 A 202 15 A 1,3 FC-2 FAN COIL 240 V 1 0 VA 0.0 A 0.0 A 202 15 A 1,3 GUH-1 GAS UNIT HEATER 120 V 1 552 VA 4.6 A 5.8 A 202 15 A 2M DP 23 GUH-2 GAS UNIT HEATER 120 V 1 552 VA 4.6 A 5.8 A 202 15 A 2M DP 21 GWH-101 GAS WATER HEATER 120 V 1 600 VA 5.0 A 6.3 A 202 15 A 2MDP 30 LV-2 MOTORIZED DAMPER 120 V 1 240 VA 2.0 A 2.5 A 202 15 A 2M DP 61 P-1 WATER PUMP 120 V 1 156 VA 1.3 A 1.6 A 202 15 A 2MDP 35 P-2 WATER PUMP 120 V 1 156 VA 1.3 A 1.6 A 202 15 A 2MDP 37 P-3 WATER PUMP 120 V 1 156 VA 1.3 A 1.6 A 202 15 A 2MDP 39 P-4 WATER PUMP 120 V 1 156 VA 1.3 A 1.6 A 202 15 A 2MDP 41 RCP-101 RECIRC PUMP 120 V 1 120 VA 1.0 A 1.3 A 202 15 A 2MDP 26 VEF-1 VEHICLE EXHAUST FAN 120 V 1 1536 VA 12.8 A 16.0 A 20 2 20 A 2MDP 19 2 WP-1 WELL PUMP 240 V 1 4800 VA 20.0 A 25.0 A 302 30 A 2MDP 18 ,20 BUILDING EQUIPMENT CONNECTION SCHEDULE TAG EQ DESCRIPTION LOCATION LOAD TYPE VOLTAGE PHASE FLA MC A FEEDER MOCP PANEL CIRCUIT NOTES BE-1 OVERHEAD GARAGE DOORS GARAGE M 120 V 1 10.0 A 12.5 A 2 02 20 A 2MDP 22 2 BE-2 GARAGE WELDER OUTLET GARAGE G 240 V 1 39.9 A 49.9 A 50 2 50 A 2MDP 5,7 1,2 BE-3 GEN BLOCK HEATER, BATT CHARGER GENERATOR G 240 V 1 8 .3 A 10.4 A 302 30 A 2MDP 57,59 GENERAL NARRATIVE 1. THE PURPOSE OF THIS NARRATIVE IS TO DESCRIBE THE IN TENDED FUNCTIONALITY OF THE LIGHTING CONTROL SYSTEM . COMPLETED INSTALLATIO N SHALL COMPLY WITH STATE AND LOCAL ENERGY CODES AND OWNER SPECIFICATIONS. 2. COMMISSIONING AGENT SHALL ENSURE FULLY FUNCTIONAL S YSTEM TO COMPLY WITH THE WISCONSIN STATE ENERGY COD E. 3. GENERAL NOTES A. LIGHTING CONTROL DESIGN IS INTENDED TO FUNCTION WIT H A VARIETY OF MANUFACTURERS IN CONFORMANCE WITH TH IS NARRATIVE. B. THE LIGHTING CONTROL SYSTEM IS A DEFERRED SUBMITTAL . CONTRACTOR IS REQUIRED TO SUBMIT LIGHTING CONTROL SHOP DRAWINGS DEMONSTR ATING FULL FUNCTIONALITY TO COMPLY WITH THIS NARRAT IVE. SHOP DRAWINGS SHALL INDICATE DEVICE LOCATIONS AND QUANTITIES AND WIRING DIAGRAMS FOR INSTALLATION. C. ALL LIGHTING SWITCHING AND CONTROL DEVICES ARE TO B E CONCEALED IN ACCESSIBLE SPACE OR BACK -OF -HOUSE ROOMS. D. FINISHES AND COLORS OF ALL VISIBLE LIGHTING CONTROL DEVICES ARE TO BE SPECIFIED BY THE ARCHITECT. E. UNLESS LUMINAIRE -LEVEL LIGHTING CONTROLS (LLLC) ARE USED, PROVIDE A SEPARATE RELAY FOR EACH CONTROL ZONE INDICATED ON T HE PLANS. F. PROVIDE DIMMING FUNCTIONALITY FOR DIMMABLE ZONES FU LLY COMPATIBLE WITH THE TYPE OF DIMMING LOAD TO BE CONTROLLED. 4. AUTOMATIC SWITCHING DEVICES - RELAYS/POWER PACKS A. PROVIDE AUTOMATIC SWITCHING DEVICES TO CONFORM WITH THE INTENT OF THIS NARRATIVE. RELAYS AND POWER PAC KS MAY NOT BE SHOWN ON PLANS. B. SWITCHING DEVICES MAY BE REMOTE OR CONTAINED IN A R ELAY PANEL OR ENCLOSURE. 5. EMERGENCY LIGHTING A. FOR EMERGENCY LIGHTING FIXTURES WITH A SELF -CONTAINED BACKUP BATTERY POWER SOURCE, CONNECT THE FIXTURE TO THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING IN THE AREA AND PROVIDE AN UNSWITCHED PHASE WIRE IN ADDITION TO THE SWITCHED WIRE. THE BR ANCH CIRCUIT SHALL BE CLEARLY IDENTIFIED AT THE DISTRIBUTION PANEL. B. FOR EXIT SIGNS, PROVIDE AN UNSWITCHED PHASE WIRE OF THE SAME BRANCH CIRCUIT AS THAT SERVING THE EMERGE NCY LIGHTING IN THE ARE A. 6. MANUAL SWITCHES A. PROVIDE SWITCHES AS NOTED ON PLANS. SWITCH FUNCTION IS GENERALLY INDICATED BY A SUBSCRIPT WHICH MATCHES ITS ASSOCIATED LUMINA IRES IN A GIVEN AREA. B. REFER TO AREA DESCRIPTIONS IN THIS NARRATIVE FOR DE TAILS REGARDING EACH SWITCHES TYPE AND FUNCTIONALIT Y. 7. OCCUPANCY SENSORS A. ALL OCCUPANCY SENSORS SHALL BE DUAL TECHNOLOGY, REFER TO SPECIFICATIONS. B. IN CORRIDORS, STAIRWAYS, RESTROOMS, ENTRANCE AREAS AND LOBBIES, AND OTHER AREAS NOTED ON PLANS, OCCUPA NCY SENSORS SHALL PROVI DE AUTOMATIC FULL -ON FUNCTIONALITY. C. PROVIDE EXTENDED RANGE OCCUPANCY SENSORS WHERE NECESSARY, COORDINATE WITH CEILING HEIGHTS. D. ALL OTHER OCCUPANCY SENSORS SHALL FUNCTION IN VACANCY MODE AND SHALL BE MANUAL -ON AND VACANCY OFF. E. OCCUPANCY SENSORS SHALL SWITCH OFF LIGHTING WITHIN 30 MINUTES OF VACANCY. TIME -OUT PERIODS FOR SPECIFIC AREAS ARE TO BE SET AS FOL LOWS: a. OFFICES: 20 MIN b. RESTROOMS: 20 MIN c. CORRIDORS: 10 MIN d. STORAGE: 5 MIN F. OCCUPANCY SENSORS SHALL HAVE AN ASSOCIATED MANUAL OVERRIDE SWITCH AS NOTED ON PLANS. 8. DAYLIGHT SENSORS/PHOTOCELLS A. SENSOR LOCATIONS ARE SHOWN ON THE PLANS. EXACT LOCA TION TO BE FIELD COORDINATED BUT MUST REMAIN INSIDE THE ASSOCIATED DAYLIGH T ZONE. B. DAYLIGHT ZONE OUTLINES ARE SHOWN ON THE PLANS. LUMI NAIRES INSIDE DAYLIGHT ZONES ARE TO BE CONTROLLED B Y SWITCHING OR DIMMING ACCORDING TO THIS NARRATIVE. C. DAYLIGHT SENSORS SHALL BE CONFIGURED TO CONTINUOUSL Y DIM THE ASSOCIATED FIXTURES IN RESPONSE TO AVAILA BLE DAYLIGHT WHILE MAIN TAINING UNIFORM ILLUMINATION, AND COMPLETELY SHUT O FF THE CONTROLLED FIXTURES WHEN AVAILABLE DAYLIGHT IS AT A MAXIMUM. SENSOR SHA LL INCLUDE A TIME -DELAY FEATURE THAT PREVENTS CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. D. DAYLIGHT SENSORS SHALL HAVE MULTI -ZONING CAPABILITY TO CONTROL PRIMARY AND SECONDARY DAYLIGHT ZONES SEPARATELY PER WSEC. 9. TIME SCHEDULE CONTROLS A. LUMINAIRES CONTROLLED BY A TIME SCHEDULE ARE DESCRIBED IN THIS NARRATIVE. B. THE TIME SCHEDULE CONTROL SHALL HAVE THE FOLLOWING CAPABILITIES: a. MINIMUM 7 DAY CLOCK WITH OPTION OF BEING SET FOR 7 DIFFERENT DAYS PER WEEK b. HOLIDAY SHUTOFF FEATURE, TURN OF ALL LOADS FOR 24 H OURS THEN RESUME NORMAL OPERATION c. PROGRAM BACKUP CAPABILITY TO WITHSTAND AT LEAST 10 HOURS OF POWER LOSS d. MANUAL OVERRIDE CONTROL WHICH PERMITS LIGHTING TO R EMAIN ON NOT LONGER THAN 2 HOURS LIGHTING CONTROLS NARRATIVE EXTERIOR PARKING AREAS X INTEGRAL X X GARAGE X X X X X X SEE NOTE 1 LOBBY BOH SWEEP X X X OTHER SPACES < 300 SF X X X X STORAGE/MAINT X X X SINGLE-OCC. RESTROOMS X X X X OFFICE X X X X STAFF AREA X X X X X MEETING ROOM X X X X X SPACE TYPE LOCAL SWITCH DIMMER OR SCENE FULL ON PARTIAL ON MANUAL ON FULL OFF PARTIAL OFF DAYLIGHT CONTROLS PLUG LOAD CONTROL TIME CLOCK OCC. SENSOR OCC. SENSOR SETTINGS MANUAL CONTROLS AUTOMATIC ON/OFF CONTROLS OTHER CONTROLS LIGHTING CONTROLS MATRIX VARIES VARIES revision / issue no. date 03/09/2026 ELECTRIC UTILITY COORDINATION NOTES: A. PER SCOPE MATRIX, CONTRACTOR TO PROVIDE EXCAVATION FOR TRENCHING. REFER TO CIVIL PLANS FOR LOCATIONS. B. ELECTRIC UTILITY POINT OF CONTACT: TESSA NELSON DAHLBERG LIGHT & POWER COMPANY Tessa@dahlberglightandpower.com SCOPE ITEM EC / GC UTILITY SERVICE EQUIPMENT AND PRIMARY TRENCHING / EXCAVATION X PRIMARY CONDUITS X PRIMARY CONDUCTORS X SERVICE XFMR INSTALL X SECONDARY TRENCHING / EXCAVATION X SECONDARY CONDUITS X SECONDARY CONDUCTOR X XFMR UTILITY PRIMARY SECONDARY PRIMARY VAULT(S) INSTALL X COMMUNICATION UTILITY COORDINATION NOTES: NORVADO 715 -798 -3303 SCOPE ITEM EC / GC UTILITY PRIMARY RACEWAY DIRECT BURIAL BY UTILITY X FROM EXTERIOR INTO I.T. CLOSET SECONDARY RACEWAY CONDUCTORS GENERAL SITE PLAN NOTES: A. PRIMARY WORK SHOWN FOR REFERENCE ONLY. REFER TO ELECTRICAL UTILITY DESIGN FOR MORE DETAIL AND DIVIS ION OF RESPONSIBILITY. B. COORDINATE COMMUNICATIONS INFRASTRUCTURE WITH COMMUNICATIONS PROVIDERS. C. ROUTE LOW VOLTAGE CONDUITS ALONG WITH POWER CONDUIT S WHERE POSSIBLE. ENSURE MAXIMUM POSSIBLE SEPARATION BETWEEN POWER AND LOW VOLTAGE CONDUITS (12 ” MINIMUM). PROVIDE HANDHOLES, PEDESTALS, CONDUITS, AND INSTALLATION ACCESSORIES OF ALL LOCAL ISP SERVICES DESIRED BY OWNER. ASSUME (4) 1" CONDUITS ROUTED TO BUILDING. D. ALL 20A CIRCUITS ON SITE TO BE #10 CU MINIMUM UNLES S NOTED OTHERWISE. E. ALL UNDERGROUND CONDUITS TO BE 1 ” MINIMUM UNLESS NOTED OTHERWISE. old hwy 2 hill dr dump rd garage admin laydown area future parking lot expansion area gated road 70 KW GENERATOR UTILITY XFRM UTILITY METER/CT CABINET RETENTION POND TO UTILITY POLE UNDERGROUND ELECTRICAL SERVICE drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E1.0 SITE PLAN SCALE: 1" = 50'-0" 1 SITE PLAN - ELECTRICAL revision / issue no. date 03/09/2026 G G G G G W W W W FB1 FB1 FB1 FB2 G G G G G G G G G G G G G G G G G J GENERAL POWER NOTES: A. DRAWINGS ARE DIAGRAMMATIC TO CONVEY DESIGN INTENT A ND SHALL NOT BE USED FOR EXACT DIMENSIONS, UNLESS DIMENSIONS ARE PROVIDED. B. MECHANICAL AND PLUMBING EQUIPMENT IS PROVIDED BY OT HER DIVISIONS, AND IS SHOWN IN PLANS FOR DIVISION 26 RE FERENCE. REFER TO MECHANICAL AND PLUMBING EQUIPMENT CONNECT ION SCHEDULE FOR CONNECTION CHARACTERISTICS, INSTALLATION NOTES, AND DETAILS. C. ROUTE ALL NEW WIRING CONDUITS CONCEALED INSIDE WALLS OR ABOVE CEILINGS. ALL CONDUIT ROUTING SHALL FOLLOW BU ILDING LINES WHERE POSSIBLE AND BE FULLY CONCEALED, EXCLUDING THE PARKING GARAGE AND BACK -OF -HOUSE SPACES. COORDINATE ALL EXPOSED CONDUIT ROUTING WITH ARCHITE CT PRIOR TO INSTALL. D. PROVIDE 1" CONDUIT ROUTED TO ACCESSIBLE CEILING SPA CE FOR ALL DATA OUTLETS SHOWN IN PLANS. MAINTAIN AT LEAST 12 ” SEPARATION BETWEEN POWER AND COMMUNICATIONS WIRING ROUTED PARALLEL. SMALLER SEPARATION MAY BE ALLOWED WHEN CROSSING. E. GARAGE SPACE IS A HAZARDOUS CLASSIFIED AREA FROM FL OOR TO A MINIMUM OF 18" A.F.F. 1 2 3 4 5 7 8 A B meeting room 105 garage 100 staff tlt 103 staff area 104 (2) AV 1 2 22. BE-1 5,7. BE-2 14. 16. 25. 5,7. BE -2 BE -1 BE -1 BE -1 24. BE -1 (TYP.) 3 W 2MDP 2N -A 21. 21. 21. 19. 19. 13. 13. 13. 13. 13. 5. 15. 17. 17. 31. 31. 31. 43. 43. 28. 31. 5. 5. 1. 17. 23. 1. 1. 11. 11. 3. 3. 9. 9. 32. 32. 32. 32. 2. 4. 6. 8. 15. 15. 9. 9. 11. 11. 13. 13. 2. GWH-101 6 GUH-2 P-4 P-3 P-2 P-1 GUH-1 ERV-01 ERV-02 FC-2 FC-1 CEF-02 CEF-01 3. W CU-1 CU-2 UC REFER. MICRO 17. REFER. EUH-02 EUH-03 EUH-01 UTILITY METER/CT CABINET ATS DISC SWITCH 3. mech/elec 101 Toilet Rm 106 Utility 107 Toilet Rm 108 Hallway 109 Office 110 Storage 112 storage 102 12. 10. 19. 23. 21. 33. 35. 37. 39. 41. 27. 29. 30. AC-101 51,53. 10,12. 6,8. 2,4. 13. 13. 5. 1. 25,27. 34,36. 14,16. B-1 EUH-04 7. DRINKING FOUNTAIN. 9 45,47. 6. 8. 4. 38,40. VEF-2 VEF-1 EDH-1 EDH-2 29,31. 49. 4 RCP-101 26. 2. BE -2 WP-1 18,20. 5 GENERATOR REMOTE ANNUNCIATOR PANEL 55. LV-2 61. BP-1 63. 4 EF-01 EF-02 6 drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E2.1 FLOOR PLAN CIRCUITING NOTES: A. POWER - GARAGE CIRCUITS TO BE FED FROM PANEL 2MDP AND OFFICE CIRCUITS FROM PANEL 2N -A, UNLESS NOTED OTHERWISE. B. MECHANICAL, PLUMBING, AND BUILDING EQUIPMENT - UNLESS INDICATED IN PLAN, REFER TO EQUIPMENT SCHEDULES FOR CIRCUITING AND CONNECTION DETAILS. SCALE: 1/8" = 1'-0" 1 FLOOR PLAN - POWER KEYNOTES: 1 PROVIDE POWER AND DATA TO WALL MOUNTED TELEVISION. MOUNT AT +60" AFF, COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN. 2 PROVIDE (1) 3/4"C FOR POWER, (1) 1"C FOR DATA AND (1) 1-1/4"C FOR AUDIO/VISUAL PROVISIONS. 3 ALL RECEPTACLES IN GARAGE TO BE MOUNTED AT +48" AF F,UNO. 4 PROVIDE 1" CONDUIT FROM THIS LOCATION UNDERSLAB AN D STUB UP AT IT CLOSET LOCATION FOR FIBER SERVICE. EXTEND 4' ABOVE GRADE OUTSIDE. 5 ROUTE SERVICE UNDERSLAB TO DISCONNECT SWITCH IN MECH/ELEC ROOM. 6 PROVIDE 240V, 30A BRANCH CIRCUIT TO JUNCTION BOX W ITH BLANK COVER FOR FUTURE DISPLAY BOARD. MOUNT JUNCTION BOX AT 11'-0" AFF. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER PRIOR TO ROUGH-IN. CIRCUITED TO PANEL 2MDP CIRCUITED TO PANEL 2N -A revision / issue no. date 03/09/2026 $3 $ $$ $ $D $ $ D $D $D $ $3 $D$ GENERAL LIGHTING NOTES: A. DRAWINGS ARE DIAGRAMMATIC TO CONVEY DESIGN INTENT A ND SHALL NOT BE USED FOR EXACT DIMENSIONS, UNLESS DIMENSIONS ARE PROVIDED. B. REFER TO INTERIORS AND ARCHITECTURAL DESIGN PLANS F OR EXACT DIMENSIONS AND INSTALLATION DETAILS OF ALL LUMINAIRES AND DEVICES IN FRONT -OF -HOUSE SPACES. C. REFER TO LIGHTING CONTROL SEQUENCE OF OPERATIONS MA TRIX AND LIGHTING CONTROLS NARRATIVE FOR SPACE -BY -SPACE CONTROL REQUIREMENTS. 1 2 3 4 5 7 8 A B 25. SW2 25. SW1 25. SW1 25. SW1 25. SW1 25. SW1 meeting room 105 garage 100 staff area 104 staff tlt 103 27. R1E 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1E 27. R1 27. R1 27. R1 27. R1 6 storage 102 25. X1 27. X1 27. R1 27. R1 27. R1 27. R1E 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1E 27. R1 27. R1 27. R1 27. R1 27. R1 27. R1 23. S1 23. S1 23. S1 23. S1 23. S1E 23. S1 23. S1 23. S1 23. S1 23. S1 23. S1E 23. S1 27. L1 27. X1 27. R2 27. R1E 27. R1 mech/elec 101 Toilet Rm 106 Utility 107 Toilet Rm 108 Hallway 109 Office 110 Storage 112 27. L1E 27. L1 27. R1 27. R1 27. R1 ba aaa a a a aaa aaab b b b 27. X1 27. X1 9 25. SW2 25. SW2 25. SW2 drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E3.1 LIGHTING RCP CIRCUITING NOTES: SHADED REGIONS WITHIN LUMINAIRES INDICATE EMERGENCY POWER. A. NORMAL POWER - PROVIDE BRANCH CIRCUITS SHOWN IN PLAN FROM PANEL 2N -A, UNLESS NOTED OTHERWISE. B. EXIT SIGNAGE - PROVIDE UNSWITCHED POWER FROM NEAREST NORMAL POWER GENERAL RECEPTACLE BRANCH CIRCUIT. SCALE: 1/8" = 1'-0" 1 LEVEL 1 PLAN - LIGHTING revision / issue no. date 03/09/2026 BUILDING STEEL NEC 250.52(A)(2) CONCRETE ENCASED ELECTRODE - 20' MIN. NEC 250.52(A)(3) METAL UNDERGROUND WATER PIPING NEC 250.52(A)(1) #4 CU (2) DRIVEN GROUND RODS, MIN 8 -FT SEPARATION NEC 250.52(A)(5) #4 CU #6 CU #4 CU MAIN SERVICE DISCONNECT NEUTRAL BUS GROUND BUS #4 CU MAIN BONDING JUMPER PER NEC 250.28 GROUNDING LEGEND GEC - GROUNDING ELECTRODE CONDUCTOR EGC - EQUIPMENT GROUNDING CONDUCTOR MBJ - MAIN BONDING JUMPER SSBJ - SUPPLY SIDE BONDING JUMPER NTRL - NEUTRAL (THE GROUNDED CONDUCTOR) PANEL NAME 480Y/277V, 3PH, 4W DISTRIBUTION SYSTEM 1000A/MLO/FEED-THRU FED FROM MDP BUS RATING & PANEL INFO PER ONE -LINE PANEL SUPPLIED FROM 1/2" TEXT SIZE 1/4" TEXT SIZE, TYP. PANEL NAME RECESSED FLOOR BOX, LOCATE PER PLAN RECESSED WALL BOX ROUGH-IN CONDUITS POWER CONDUIT TO BRANCH PANEL ACCESSIBLE CLG. SPACE CEILING FINISHED FLOOR DATA CONDUIT POWER, DATA, AND AV CONDUITS SEE SCHEDULE FOR SIZING drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E5.1 DETAILS NOT TO SCALE 1 BUILDING GROUNDING DIAGRAM (SMALL) NOT TO SCALE 3 CONFERENCE ROOM ROUGH IN DETAIL - TV NOT TO SCALE 4 EQUIPMENT IDENTIFICATION NAMEPLATE DETAIL revision / issue no. date 03/09/2026 PANEL 1PH, 3W 2MDP 240/120V M T 400A 2P F PANEL 1PH, 3W 2N-A 240/120V PRIMARY CONDUITS PER UTILITY UTILITY TRANSFORMER GENERATOR : NATURAL GAS, 70KW, 240/120V, 1PH, 3W UTILITY METER/CT CABINET 240/120V, 1PH, 400A DISCONNECT SWITCH 400A,2P 400AF, CLASS R ATS 400A 4003 4003 4003 4003 4003 2003 23.6 kA 19.2 kA 19.2 kA 19.2 kA 13.9 kA 400A 200A drawn by: checked by: date: project #: sheet title: sheet number: www.dsgw.com 03/10/2026 25323 JRB LM Brule Public Works Garage E6.1 ONE -LINE DIAGRAM SCALE: NOT TO SCALE 1 ONE-LINE DIAGRAM - ELECTRICAL 4000 # 12 600 KCM AL 500 KCM CU 4" 3000 # 10 500 KCM AL 400 KCM CU 4" 2500 # 10 350 KCM AL 350 KCM CU 4" 2000 # 8 350 KCM AL 250 KCM CU 4" 1600 # 6 400 KCM AL #4/0 CU 4" 1200 # 4 500 KCM AL #3/0 CU 4" 1000 # 4 350 KCM AL #2/0 CU 3" 800 # 3 400 KCM AL #1/0 CU 3" 600 # 2 500 KCM AL #1 CU 4" 500 # 2 350 KCM AL #2 CU 3" 450 # 2 300 KCM AL #2 CU 3" 400 # 2 250 KCM AL #3 CU 3" 350 # 2 #4/0 AL #3 CU 3" 300 # 1 500 KCM AL #4 CU 4" 250 # 1 350 KCM AL #4 CU 3" 225 # 1 300 KCM AL #4 CU 3" 200 # 1 250 KCM AL #6 CU 3" 175 # 1 #4/0 AL #6 CU 3" 150 # 1 #3/0 AL #6 CU 2" 125 # 1 #2/0 AL #6 CU 2" 110 # 1 #1/0 AL #6 CU 2" 100 # 1 #1 CU #8 CU 1-1/2" 90 # 1 #2 CU #8 CU 1-1/2" 80 # 1 #3 CU #8 CU 1-1/4" 70 # 1 #4 CU #8 CU 1-1/4" 60 # 1 #4 CU #10 CU 1-1/4" 50 # 1 #6 CU #10 CU 1" 40 # 1 #8 CU #10 CU 3/4" 30 # 1 #10 CU #10 CU 3/4" 20 # 1 #12 CU #12 CU 3/4" AMPS WIRE SYS CONDUCTORS MAT. CONDUCTOR MAT. FEEDER TAG # OF SETS PHASE AND NEUTRAL CONDUCTORS GROUND RACEWAY FEEDER SCHEDULE (CU & AL) FEEDER SCHEDULE NOTES: EXAMPLE TAG: 12004 = 1200A, 3PH-4W SYSTEM A. PROVIDE GROUND CONDUCTOR WITH ALL FEEDERS EXCEPT SERVICE ENTRANCE FEEDERS. B. WIRE SYS INDICATES THE FEEDER WIRING SYSTEM: 2=2 WIRE, 3=3 WIRE, 4=4 WIRE. C. FEEDER TAGS ENDING WITH X REFER TO TRANSFORMER SCHEDULE FOR GEC AND BONDING. D. ALL RACEWAYS ARE SIZED FOR SYSTEMS FOR FUTURE CAPACITY. R = RECEPTACLE 17800 VA 78.09% 13900 VA M = MOTOR 6000 VA 100.00% 6000 VA TOTAL DEMAND AMPS: 314 A LM = LARGEST MOTOR 0 VA 0.00% 0 VA TOTAL DEMAND LOAD: 753 93 VA L = LIGHTING 0 VA 0.00% 0 VA TOTAL CONNECTED LOAD: 79293 VA K = KITCHEN EQUIPMENT 0 VA 0.00% 0 VA PROTECTED HM = HOTEL/MOTEL 0 VA 0.00% 0 VA (GFP) = GROUND FAULT H = HVAC EQUIPMENT 26177 VA 100.00 % 26177 VA (S) = SHUNT TRIP G = GENERAL NON-CONTINUOUS LOAD 22074 VA 100.00% 22074 VA (N) = SWITCHED NEUTRAL E = ELECTRIC HEAT 7242 VA 100.00 % 7242 VA (L) = LOCKABLE D = DWELLING UNIT 0 VA 0.00% 0 VA (G) = GFCI C = CONTINUOUS GENERAL LOAD 0 VA 0.00% 0 VA (A/G) = AFCI/GFCI FEV = FUTURE EV CHARGING LOAD 0 VA 0. 00% 0 VA (A) = AFCI EV = EV CHARGING LOAD 0 VA 0.00% 0 VA BREAKER KEY LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS 341 A 320 A 40937 VA 38356 VA 71 -- 72 69 -- -- SPD 2 -- 70 67 68 65 66 63 20 A 1 EQ: BP-1 H 156 64 61 20 A 1 EQ: LV-2 E 240 62 59 1000 60 57 30 A 2 GEN. BLOCK HEATER, BATT CHARGER G 1000 58 55 20 A 1 GENERATOR REMOTE ANNUNCIATOR PANEL G 1000 56 53 2880 54 51 20 A 2 EQ: AC-101 H 2880 52 49 20 A 1 EQ: EDH-1 E 500 50 47 0 48 45 50 A 2 EQ: WEST WELDING RECP - (BE-2) G 0 46 43 15 A 1 R: STAFF AREA R 360 44 41 15 A 1 EQ: P-4 H 156 42 39 15 A 1 EQ: P-3 H 156 500 40 37 15 A 1 EQ: P-2 H 156 500 H EQ: EUH-02 2 20 A 38 35 15 A 1 EQ: P-1 H 156 500 36 33 20 A 1 EQ: VEF-1 (SOUTH) H 1536 500 E EQ: EUH-01 2 20 A 34 31 15 A 1 R: STAFF AREA R 720 720 R R: STORAGE, MECH/ELEC, GARAGE WEST 1 15 A 32 29 20 A 1 EQ: B-1 H 1440 600 H EQ: GWH-02 1 15 A 30 27 15 A 1 EQ: ERV-01 H 204 1440 R R: MICROWAVE - STAFF AREA 1 20 A 28 25 20 A 1 M: OH DOOR 4 - (BE-1) M 1200 120 H EQ: RCP-101 1 20 A 26 23 15 A 1 EQ: GUH-1 H 552 1200 M M: OH DOOR 5 - (BE-1) 1 20 A 24 21 15 A 1 EQ: GUH-2 H 552 1200 M M: OH DOOR 1 - (BE-1) 1 20 A 22 19 20 A 1 EQ: VEF-1 (NORTH) H 1536 2400 20 17 20 A 1 R: UC REFRIGERATOR - STAFF AREA R 1440 2400 H EQ: WP-1 2 20 A 18 15 15 A 1 R: GARAGE WEST R 720 1200 M M: OH DOOR 3 - (BE-1) 1 20 A 16 13 20 A 1 R: GARAGE EAST R 720 1200 M M: OH DOOR 2 - (BE-1) 1 20 A 14 11 20 A 1 R: GARAGE EAST R 720 336 H EQ: EF-02 1 15 A 12 9 15 A 1 R: GARAGE NORTH R 540 1176 H EQ: EF-01 1 20 A 10 7 8938 720 R R: GARAGE WEST 1 15 A 8 5 50 A 2 EQ: EAST WELDING RECPS - (BE-2) G 8938 720 R R: GARAGE WEST 1 15 A 6 3 9522 720 R R: GARAGE WEST 1 15 A 4 1 200 A 2 PANEL 2N-A R; G;... 10142 1080 R R: GARAGE WEST/SOUTH 1 15 A 2 CKT TRIP POLE DESCRIPTION TYPE A B TYPE DESCRIPTION POLE TRIP CKT MAINS: 400 A MCB FEED-THRU LUGS: NO 2MDP BUS RATING: 400 A INTEGRAL SPD: NO MOUNTING: SURFACE SUPPLY FROM: EQUIPMENT NAME: VOLTAGE: 240/120V, 1PH, 3W AIC RATING: SEE ONE-LINE NEMA RATING: NEMA-1 LOCATION: mech/elec 101 R = RECEPTACLE 7180 VA 100.00% 7180 VA M = MOTOR 0 VA 0.00% 0 VA TOTAL DEMAND AMPS: 82 A LM = LARGEST MOTOR 0 VA 0.00% 0 VA TOTAL DEMAND LOAD: 196 64 VA L = LIGHTING 0 VA 0.00% 0 VA TOTAL CONNECTED LOAD: 19664 VA K = KITCHEN EQUIPMENT 0 VA 0.00% 0 VA PROTECTED HM = HOTEL/MOTEL 0 VA 0.00% 0 VA (GFP) = GROUND FAULT H = HVAC EQUIPMENT 5784 VA 100.00% 5784 VA (S) = SHUNT TRIP G = GENERAL NON-CONTINUOUS LOAD 1200 VA 100.00% 1200 VA (N) = SWITCHED NEUTRAL E = ELECTRIC HEAT 5501 VA 100.00 % 5501 VA (L) = LOCKABLE D = DWELLING UNIT 0 VA 0.00% 0 VA (G) = GFCI C = CONTINUOUS GENERAL LOAD 0 VA 0.00% 0 VA (A/G) = AFCI/GFCI FEV = FUTURE EV CHARGING LOAD 0 VA 0. 00% 0 VA (A) = AFCI EV = EV CHARGING LOAD 0 VA 0.00% 0 VA BREAKER KEY LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS 85 A 79 A 10142 VA 9522 VA 41 42 39 40 37 38 35 600 36 33 30 A 2 G: BUILDING DISPLAY BOARD G 600 34 31 2000 32 29 30 A 2 EQ: EDH-2 E 2000 30 27 250 28 25 20 A 2 EQ: EUH-02 E 250 26 23 20 A 1 R: IT RACK R 0 24 21 15 A 1 R: OFFICE/STORAGE R 540 22 19 15 A 1 R: SECURE STORAGE, 123 OFFICE R 720 20 17 15 A 1 R: LOBBY R 540 18 15 20 A 1 R REFRIGERATOR - LOBBY R 1440 500 16 13 20 A 1 R: TOILET, 126 TOILET, 153 VEST. R; H 1140 500 E EQ: EUH-01 2 20 A 14 11 15 A 1 R: MEETING ROOM FLOOR BOX R 360 864 12 9 15 A 1 R: MEETING ROOM FLOOR BOX R 360 864 H EQ: CU-2 2 20 A 10 7 20 A 1 R: DRINKIN FOUNTAIN (G) R 160 1632 8 5 15 A 1 R: MEETING ROOM R 720 1632 H EQ: CU-1 2 20 A 6 3 15 A 1 R: MEETING ROOM R 720 276 4 1 15 A 1 R: MEETING ROOM R 720 276 H EQ: ERV-02 2 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A B TYPE DESCRIPTION POLE TRIP CKT MAINS: MLO FEED-THRU LUGS: NO 2N-A BUS RATING: 200 A INTEGRAL SPD: NO MOUNTING: SURFACE SUPPLY FROM: 2MDP EQUIPMENT NAME: VOLTAGE: 240/120V, 1PH, 3W AIC RATING: SEE ONE-LINE NEMA RATING: NEMA-1 LOCATION: Utility 107 NO/EXTERNAL revision / issue no. date 03/09/2026